HomeMy WebLinkAboutINFRASTRUCTURE PLANS - 22-00145 - Blue Ox - Yellowstone Heights Condos - Infrastructure AcceptanceAuthor Name Author Email Author Phone No.:
Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314
Tawnya Grover Tawnya.Grover@rexburg.org 208-372-2167
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Description : Blue Ox - Yellowstone Heights Condos - Infrastructure & Condo Plat
Address : 814 N Yellowstone Hwy
Record Type : Plat
Document Filename : INFRASTRUCTURE PLANS Rev. (4) 1.20.22 - 20-00899 - Blue Ox - Yellowstone Heights Condos - Infrastructure & Plat.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 20-00899
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
1 COVER Stamp Stan Crittenden : Fire Open 1 Approved - Fire Dept
1 COVER Stamp Tawnya Grover : P&Z Open 1 Plan Received
3 SITE PLAN Line Kyle Baldwin : P&Z Open 3 20.07 ft
3 SITE PLAN Callout Kyle Baldwin : P&Z Open 3 Parking lots allowed within front yard setback as long as a 10'
wide landscaped strip with required buffering is provided.
This condition required for final approval.
3 SITE PLAN Stamp Kyle Baldwin : P&Z Open 3 Approved - Planning and Zoning
3 SITE PLAN Callout Joel Gray : PW Open 3 Trash Enclosures must be screened.
6 HIGHWAY 33 Callout Joel Gray : PW Open 6 Copy of ITD approval for Hwy 33 Widening required.
Plat
Approval of plans does not constitute approval of variance from code
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File Location:z:\projects\2020\20022 blue ox development (yellowstone heights condos)\3.0 design\3.1 cad\3.13 final\20022 cover.dwgPlotted By:matthew patzerDate Plotted:Thursday, January 20 2022 at 02:04 PM
1
COVER
COVER AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
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ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
BLUE OX DEVELOPMENT
YELLOWSTONE HEIGHTS T. HANSEN
J. LEHMANN
P. SNARR
20022PRELIM
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1. SPECIFICATIONS AND DRAWINGS FOR THIS WORK SHALL BE PER CITY OF REXBURG STANDARDS AND ISPWC STANDARDS. THE DETAIL DRAWINGS
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SUPPLEMENT THE CITY OF REXBURG STANDARDS.2. BED PIPE IN NATIVE MATERIAL FREE OF ROCKS LARGER THAN 1 INCH IN DIAMETER AS BEDDING. IF ROCKS LARGER THAN 1 INCH ARE PRESENT,
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AGGREGATE OR SAND AS APPROVED BY THE ENGINEER.3. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO BID. IN CASE OF CONFLICT THE ENGINEER SHALL BE NOTIFIED IM
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THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK.4. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE NOTED.5. THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, DITCHES, CULVERTS, FENCES
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SIGNS, LIGHTPOLES, HEADGATES, AND ALL OTHER MISCELLANEOUS ITEMS. ANY DAMAGE DONE BY THE CONTRACTOR TO EXISTING STRUCTURE
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SHALL BE REPAIRED AT CONTRACTORS EXPENSE.6. GENERAL LOCATIONS AND SIZES OF EXISTING UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO BE USED FOR GENERAL INFORMATION ON
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OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE APPROPRIATE UTILITY COMPANY FIELD-LOCATE ANY EXIST
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WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
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SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, DISPOSAL SITES, AND ANY ADDITIONAL MATERIA
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BE NECESSARY FOR PROPER CONSTRUCTION OF THIS PROJECT.8. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING, COMPACTION AND D
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MEASURES.9. THE CONTRACTOR SHALL PROVIDE REQUIRED TRAFFIC CONTROL IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAF
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DEVICES.10.SITE ADDRESS: 238 ELLA LANE REXBURG, IDAHO.APPROVED BY:CITY OF REXBURG ENGINEERING DEPARTMENTAPPROVED BY:ROCKY MOUNTAIN POWER APPROVED BY:CITY OF REXBURG FIRE DEPARTMENTAPPROVED BY:CENTURY LINKAPPROVED BY:INTERMOUNTAIN GAS1.WATER SERVICE IN PROJECT WILL BE PVC.2.CONSTRUCT WATER SERVICE CONNECTIONS PER ISPWC DETAIL SD-402 INCLUDING METER BOX, PIPING AND FITTINGS UP TO BUT NOTINCLUDING THE WATER METER.3.THRUST BLOCKS SHALL BE PLACED AT ALL DIRECTION CHANGES IN THE PRESSURE PIPE PER THE 2020 ISPWC DETAIL SD-403. PROVIDETEMPORARY CAPS AND TEMPORARY END THRUST BLOCKS AT ALL TEMPORARY WATERLINE TERMINATION POINTS AS REQUIRED DUE TOPHASED DEVELOPMENT.4.COORDINATE ALL METER INSTALLATIONS WITH THE CITY OF REXBURG.5.WATER PIPE MUST HAVE A MINIMUM SEPARATION DISTANCE OF 10' HORIZONTALLY AND 18" VERTICALLY FROM ANY SANITARY SEWER ORSTORM SEWER MEASURED FROM THE EDGE OF EACH PIPE AS OUTLINED IN THE ISPWC 2008 STANDARD DRAWINGS SD-407.6. COORDINATE LOCATION OF WATER METERS FOR SPRINKLING SYSTEM WITH OWNER'S SPRINKLER IRRIGATION PLAN.7. TEST, FLUSH, AND DISINFECT CONSTRUCTED PIPE PER THE 2008 ISPWC SECTIONS 401.3.6 AND 401.3.9.8. COMPLY STRICTLY TO MANUFACTURER INSTALLATION REQUIREMENTS IN REGARDS TO PULLED JOINTS ON THE WATERLINE WORK. USESTANDARD ELBOWS WHEREVER POSSIBLE IN LIEU OF PULLING JOINTS EVEN IF THE JOINT PULLS ARE WITHIN MANUFACTURE INSTALLATIONTOLERANCES.9. ALL WATER PIPES SHALL INCLUDE ALL APPURTENANCES INCLUDING BUT NOT LIMITED TO TEES, VALVES, ETC....10. WATER METERS SHALL BE INSTALLED PER CITY OF REXBURG STANDARDS (BY OTHERS).11.WATER MAIN VALVES SHALL BE RESILIENT WEDGE GATE VALVES FOR 10" AND SMALLER DIAMETER PIPES AND BUTTERFLY VALVES FORLARGER DIAMETER PIPES RATED AT 250 PSI OR GREATER.
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4875 4876File Location:z:\projects\2020\20022 blue ox development (yellowstone heights condos)\3.0 design\3.1 cad\3.13 final\20022 c1 existing conditions.dwgPlotted By:matthew patzerDate Plotted:Thursday, January 20 2022 at 02:05 PM
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C-1
EXISTING CONDITIONS AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
BLUE OX DEVELOPMENT
YELLOWSTONE HEIGHTS T. HANSEN
J. LEHMANN
P. SNARR
20022PRELIM
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N89°35'22"E420.78'WEST QUARTER CORNERSECTION 17, TOWNSHIP 6 NORTH,RANGE 40 EAST, BOISE MERIDIAN CP&FINSTRUMENT NUMBER 264337N0°11'06"E1498.02'SOUTHWEST CORNERSECTION 17, TOWNSHIP 6 NORTH,RANGE 40 EAST, BOISE MERIDIANCP&F INSTRUMENT NUMBER 264347 N00°11'06"E 2657.39'1159.37'BASIS OF BEARING CITY OF REXBURG
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File Location:z:\projects\2020\20022 blue ox development (yellowstone heights condos)\3.0 design\3.1 cad\3.13 final\20022 c2 site plan.dwgPlotted By:matthew patzerDate Plotted:Thursday, January 20 2022 at 02:05 PM
3
C-2
SITE PLAN AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
BLUE OX DEVELOPMENT
YELLOWSTONE HEIGHTS T. HANSEN
J. LEHMANN
P. SNARR
20022PRELIM
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DESCRIPTIONPRESSURE LINE (WATER LINE)SANITARY SEWER MAIN LINETYPEGAS LINE FENCE LINEGGUGPOHPUNDERGROUND POWER LINEUNDERGROUND PVC POWER CONDUIT OVERHEAD POWER LINE TELEPHONE LINEDRAINAGE FLOW BREAKLINE PROPOSED/EXISTING ELEVATIONPROPOSED/EXISTING FIRE HYDRANTPROPOSED/EXISTING VALVEPROPOSED/EXISTING CURB AND GUTTER PROPOSED/EXISTING STREET LIGHT PROPOSED/EXISTING POWER POLE EXIST.PRO.DESCRIPTIONPROPOSED/EXISTING MANHOLEPROPOSED/EXISTING STORM DRAIN INLETPROPOSED ASPHALT DRAINAGE FLOW ARROW LEGEND0.75%BOUNDARY LINECENTERLINE SECTION LINE CONCRETEEXISTING GROUND CONTOUR4727 TBC72.10XG = 72.10PUBLIC UTILITY EASEMENTSTORM DRAIN MAIN(12''SD EXISTING PRESSURE LINE (WATER LINE)8''W 8''W(8''SSEXISTING SANITARY SEWER MAIN(8''SSEXISTING STORM DRAIN MAIN(12''SD LANDSCAPE AREAIMPERIA HONEYLOCUST FOR LANDSCAPINGAUTUMN JOY SEDUM FOR LANDSCAPINGNEW MUGO PINE FOR LANDSCAPINGNEW BUSH FOR LANDSCAPINGNEW DIABOB NINEBARK FOR LANDSCAPING EXISTING ASPHALT
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SIDEWALK ALONG HWY 33 TO BECOORDINATED AND CONSTRUCTED PERTHE GROVE AT THOMSON FARMS PROJECT
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File Location:z:\projects\2020\20022 blue ox development (yellowstone heights condos)\3.0 design\3.1 cad\3.13 final\20022 c3 storm plan.dwgPlotted By:matthew patzerDate Plotted:Thursday, January 20 2022 at 02:05 PM
4
C-3
STORM PLAN & GRADING AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
BLUE OX DEVELOPMENT
YELLOWSTONE HEIGHTS T. HANSEN
J. LEHMANN
P. SNARR
20022PRELIM
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LOT 1, AND LOT 2
File Location:z:\projects\2020\20022 blue ox development (yellowstone heights condos)\3.0 design\3.1 cad\3.13 final\20022 pp1 service connections.dwgPlotted By:matthew patzerDate Plotted:Thursday, January 20 2022 at 02:06 PM LOT 2 SERVICE CONNECTIO
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FIRE HYDRANT ASSEMBLY. SEE DETAIL 4 SHEET D-1.8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 SHEET D-1.BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 SHEET D-1.6" FIRE SERVICE INTO BUILDING.2" WATER SERVICE INTO BUILDING.4" SANITARY SEWER SERVICE INTO BUILDING.KEYNOTES:1212
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AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
BLUE OX DEVELOPMENT
YELLOWSTONE HEIGHTS T. HANSEN
J. LEHMANN
P. SNARR
20022PRELIM
I
N
A
R
Y
NOT AP
P
R
O
V
E
D
F
O
R
CONSTR
U
C
T
I
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N
16410
4856 4858 4860 4862 4864 4866 4868 4870 4872 4874 4876
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PC STA: 13+46.99
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PC STA: 13+00.83
EL: 4874.16
PT STA: 13+70.53
EL: 4875.00
PT STA: 12+77.27
EL: 4874.80
STA: 14+42.06
EL: 4874.70
STA: 12+04.34
EL: 4874.50
STA: 11+31.36EL: 4874.80STA: 10+64.04EL: 4874.50STA: 9+92.43EL: 4874.80
STA: 15+41.96
EL: 4875.20
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PP-2
HIGHWAY 33
File Location:z:\projects\2020\20022 blue ox development (yellowstone heights condos)\3.0 design\3.1 cad\3.13 final\20022 pp2 yellowstone highway 33.dwgPlotted By:matthew patzerDate Plotted:Thursday, January 20 2022 at 02:06 PM
AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
BLUE OX DEVELOPMENT
YELLOWSTONE HEIGHTS T. HANSEN
J. LEHMANN
P. SNARR
20022PRELIM
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ZONE 4 REFER TO IDAPA 58.01.08 IDAHO RULES FORPUBLIC DRINKING WATER SYSTEM.SITE SPECIFIC APPROVAL FROM DEQ MUSTBE SECURED BEFORE ZONE 2 OR 3INSTALLATIONS ARE MADE.SAME REQUIREMENTS AS ZONE 1 EXCEPT THESEWER MAIN MUST ALSO BE SUPPORTED ABOVETHE CROSSING TO PREVENT SETTLING.SANITARY SEWEROR STORM DRAINSEWER LINE ZONE 1 ZONE 2 ZONE 3 SAME REQUIREMENTS AS ZONE 2 EXCEPT THESEWER MAIN MUST ALSO BE SUPPORTED ABOVETHE CROSSING TO PREVENT SETTLING.A)ONE FULL, UNCUT LENGTH OF WATER PIPE MUST BE CENTERED OVER THE CROSSING SOTHAT THE JOINTS ARE AS FAR AS POSSIBLE FROM THE SEWER, AND EITHER;B)SEWER MAIN MUST BE CONSTRUCTED TO WATER MAIN STANDARDS AND PRESSURE TESTED FOR WATER TIGHTNESS FOR A HORIZONTAL DISTANCE OF 10 FEET ON BOTHSIDES OF THE CROSSING, OR;C)EITHER THE SEWER LINE OR THE WATER LINEOR BOTH MUST BE ENCASED IN AT LEAST 4 INCHES OF CONCRETE MEASURED AT THE BELL FOR A HORIZONTAL DISTANCE OF 10 FEET ON BOTH SIDES OF THE CROSSING.A)WATER AND SEWER MUST BE B)SEPARATED BY 18 INCHES, AND ONE FULL, UNCUT LENGTH OF WATER PIPE MUST BE CENTERED OVER THE CROSSING SO THAT THEJOINTS ARE AS FAR AS POSSIBLE FROM THESEWER.(WATER<18" ABOVE TOP OF SEWER)WATER LINEZONE 1ZONE 21'- 6"1'- 6"ZONE 4 ZONE 3FORD S91-607 SADDLE
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90°PIPE BEDDING FOR RIGID PIPE GRANULAR FOUNDATION 90°SHAPED SUBGRADEGRANULAR FOUNDATIONSHAPED SUBGRADEPIPE BEDDING DETAIL FOR FLEXIBLE PIPE COMPACT 1" MAC.BACKFILL IN 6" LAYERSTO 95% OF ASTM D-698COMPACT APPROVEDBEDDING MATERIALTO 95% OF ASTMD-69812"MAX 6" MINSHAPED UNDISTURBED SOIL.EXCAVATE FOR BELL HOLES.3"6" MIN12" MAX90°90°COMPACT 1" MAC.TO 95% OF ASTM D-698COMPACT APPROVEDBEDDING MATERIALTO 95% OF ASTMD-69812"MAX 6" MINSHAPED UNDISTURBED SOIL.EXCAVATE FOR BELL HOLES.3"6" MIN12" MAX
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1 14"4'- 0"3"2"8"1 1/4"NO. 4 REBAR 12" ONCENTER BOTH WAYS6" OF3/4" CRUSHCROSS DRAIN DETAILFile Location:z:\projects\2020\20022 blue ox development (yellowstone heights condos)\3.0 design\3.1 cad\3.13 final\20022 details.dwgPlotted By:matthew patzerDate Plotted:Thursday, January 20 2022 at 02:06 PM
7
D-1
DETAILS AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
BLUE OX DEVELOPMENT
YELLOWSTONE HEIGHTS T. HANSEN
J. LEHMANN
P. SNARR
20022PRELIM
I
N
A
R
Y
NOT AP
P
R
O
V
E
D
F
O
R
CONSTR
U
C
T
I
O
N
16410
6"
5
'
S
I
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W
A
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K
TYPICAL PARKING LOT SECTION13
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File Location:z:\projects\2020\20022 blue ox development (yellowstone heights condos)\3.0 design\3.1 cad\3.13 final\20022 details.dwgPlotted By:matthew patzerDate Plotted:Thursday, January 20 2022 at 02:06 PM
8
----
DETAILS AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
BLUE OX DEVELOPMENT
YELLOWSTONE HEIGHTS T. HANSEN
J. LEHMANN
P. SNARR
20022PRELIM
I
N
A
R
Y
NOT AP
P
R
O
V
E
D
F
O
R
CONSTR
U
C
T
I
O
N
16410
PLAN VIEWN.T.S.
1'6'-6" (TYP.)
24"MIN.
3
6
"
T
Y
P
.
24" DIA. PERFORATED CORRUGATED EXTERIOR, SMOOTHINTERIOR HDPE PIPE WITH PERFORATIONS 4" O.C. 1"DIAMETERCLEAN SAND ANDGRAVEL
O
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E
R
E
X
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E
D
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A
L
SEAL END
C
A
P
O
R
CONCRETE
(
T
Y
P
E
.
)
SECTION A-AN.T.S.36" MIN.
3
.
0
'
T
Y
P
.
10'
VARIES36" MIN.A12" PIPE FROM CATCH BASINMIN. SLOPE 0.22%SEE CATCH BASINDETAIL 2
5'
48" MANHOLE IN COMPLIANCEWITH CITY OF REXBURG STANDARDS*ALL DRAIN ROCK SHALL BE ENCASED IN SEPARATION F
A
B
R
I
C
PERFORATE BOTTOM 2' OF ALL INFILTRATION MANHOLES(ENSURE 2' OF DRAIN ROCK IS INSTALLED AROUND PERIMETEROF MANHOLE) INSTALL MIRAFI 160N NON WOVEN FABRIC (OREQUAL) SEPARATING DRAIN ROCK AND SOIL MEETING CITY OF REXBURG STANDARDS COURSE DRAIN ROCKBACKFILL 2" MIN. - 6" MAX. MEETINGCITY OF REXBURG STANDARDS BACKFILL WITHNATIVE TOPSOILCOMPACT TO95% OFSTANDARDPROCTOR*STORM INFILTRATION SYSTEM TO BE BELO
W
D
R
A
I
N
A
G
E
S
W
A
L
E
AND SIDEWALK. (MAINTAIN 1.0' MIN. FRO
M
B
A
C
K
O
F
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R
B
.
COURSE DRAIN ROCKCOURSE DRAIN ROCKCOURSE DRAIN ROCKCOURSE DRAIN ROCK INFILTRATION SYSTEM NOTE
S
:
1.CONTRACTOR TO OVER
E
X
C
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INSTALLING DRAIN ROC
K
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SHALL CONTACT EAGLE
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DURING EXCAVATIONS T
O
V
E
R
I
F
Y
.
TYP. INFILTRATION DETAILS17ADS STORM TECH SYSTEM NOTES:1.SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STA
N
D
A
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D
S
P
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C
I
F
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C
A
T
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F
O
R
POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS"
.
^
J
2.SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STAN
D
A
R
D
P
R
A
C
T
I
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F
O
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DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHA
M
B
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R
S
"
.
^
J
3."ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DE
S
C
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I
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T
I
O
N
S
,
G
R
A
D
A
T
I
O
N
S
,
A
N
D
COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERI
A
L
S
.
^
J
4.THE "SITE DESIGN ENGINEER" REFERS TO THE ENGINEER RESPONSIBLE FOR THE DE
S
I
G
N
A
N
D
L
A
Y
O
U
T
O
F
T
H
E
STORMTECH CHAMBERS FOR THIS PROJECT.^J5.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTA
N
C
E
(
A
L
L
O
W
A
B
L
E
B
E
A
R
I
N
G
CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WIT
H
C
O
N
S
I
D
E
R
A
T
I
O
N
F
O
R
T
H
E
R
A
N
G
E
OF EXPECTED SOIL MOISTURE CONDITIONS.^J6.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL
F
O
R
B
O
T
H
V
E
R
T
I
C
A
L
A
N
D
S
L
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D
EXCAVATION WALLS.7.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO
T
H
E
F
I
N
I
S
H
E
D
G
R
A
D
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.
M
O
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PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMEN
T
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F
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A
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'
C
'
O
R
'
D
'
A
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DESIGN ENGINEER'S DISCRETION.45"(1140 mm)
2
4
"
(6
0
0
m
m
)
M
I
N
*
8
'
(
2
.
4
m
)
M
A
X
SUBGRADE SOILS(SEE NOTE 5)PAVEMENT LAYER (DESIGNEDBY SITE DESIGN ENGINEER)SC-740END CAP 12" (300 mm) MINDEPTH OF S
T
O
N
E
T
O
B
E
D
E
T
E
R
M
I
N
E
D
BY SITE DE
S
I
G
N
E
N
G
I
N
E
E
R
6
"
(
1
5
0
m
m
)
M
I
N
DCBAPERIMETER STONE(SEE NOTE 6)EXCAVATION WALL(CAN BE SLOPED ORVERTICAL)*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVEDINSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,INCREASE COVER TO 30" (750 mm).6" (150 mm) MIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALLAROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS12" (300 mm) MIN77" (1950 mm)9"(230 mm) MINSUMP DEPTH TBD BYSITE DESIGN ENGINEER(24" [600 mm] MIN RECOMMENDED)24" (600 mm) HDPE ACCESS PIPE REQUIREDUSE FACTORY PRE-FABRICATED END CAPPART #: MC3500IEPP24BC TWO LAYERS OF ADS GEO
S
Y
N
T
H
E
T
I
C
S
3
1
5
W
T
K
W
O
V
E
N
GEOTEXTILE BETWEEN FO
U
N
D
A
T
I
O
N
S
T
O
N
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A
N
D
C
H
A
M
B
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R
S
8.25' (2.51 m) MIN WIDE CON
T
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U
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U
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F
A
B
R
I
C
W
I
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A
M
S
MANHOLE COVER PIPE CONNECTION TO END CAP WITH ADSGEOSYNTHETICS 601T NON-WOVEN GEOTEXTILESC-740 CHAMBER
M
C
-
3
5
0
0
E
N
D
C
A
P
SC-740 ISOLATOR ROW DETAILNTS OPTIONA
L
I
N
S
P
E
C
T
I
O
N
P
O
R
T
STORMTECH HIGHLYRECOMMENDS FLEXSTORMPURE INSERTS IN ANYUPSTREAM STRUCTURES WITHOPEN GRATES ADS STORM INFILTRATION NOTES1.THE ADS STORM INFILTRATION SYSTEM SHOWN IS SIZED USINGADS STORM TECH SC-740 CHAMBER SYSTEM. THE CHAMBERAREAS ARE SET FOR DESIGN FOR EACH AREA; HOWEVER THELENGTHS AND WIDTHS MAY VARY TO MEET SEPARATION FROMOTHER UTILITIES OR CONSTRUCTION OBSTACLES.2.CONTRACTOR TO SUPPLY AND SUBMIT FINAL ADS STORM TECHDRAWINGS AND SPECIFICATIONS (OR EQUAL SYSTEM) TOENGINEER FOR APPROVAL PRIOR TO INSTALLATION.3. CONTRACTOR TO INSTALL THE ADS STORM TECH SC-740 SYSTEM(OR EQUAL) WITH NYLOPLAST INLET AND OUTLET (OR PRECASTCONCRETE) PER MANUFACTURERS DRAWINGS ANDSPECIFICATIONS.STORM TECH SC-740 ADDS CHAMBER SYSTEM18