HomeMy WebLinkAboutINFRASTRUCTURE PLANS Rev. (4) 1.20.22 - 20-00899 - Blue Ox - Yellowstone Heights Condos - Infrastructure & Plat-Reviewed-APPROVEDAuthor 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
Powered by TCPDF (www.tcpdf.org)
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
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 YELLOWSTONE HEIGHTS CONDOMINIUMSRexburg, IdahoPROJECT NO. 20022SITE PLANBEING PART OF THE SOUTHWEST QUARTER OF SECTION 17, TOWNSHIP 6 NORTH,RANGE 40 EAST OF THE BOISE MERIDIAN, REXBURG, MADISON COUNTY, IDAHO1. SPECIFICATIONS AND DRAWINGS FOR THIS WORK SHALL BE PER CITY OF REXBURG STANDARDS AND ISPWC STANDARDS. THE DETAIL DRAWINGS HEREINSUPPLEMENT 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, USE CRUSHEDAGGREGATE 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 IMMEDIATELY SOTHAT 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, MAILBOXES,SIGNS, LIGHTPOLES, HEADGATES, AND ALL OTHER MISCELLANEOUS ITEMS. ANY DAMAGE DONE BY THE CONTRACTOR TO EXISTING STRUCTURES TO REMAIN,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 ONLY. IT IS THERESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH NORMAL OPERATIONOF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE APPROPRIATE UTILITY COMPANY FIELD-LOCATE ANY EXISTING UTILITIESWHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAININGSERVICE 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 MATERIALS THAT MAYBE 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 DUST CONTROLMEASURES.9. THE CONTRACTOR SHALL PROVIDE REQUIRED TRAFFIC CONTROL IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROLDEVICES.10.SITE ADDRESS: 238 ELLA LANE REXBURG, IDAHO.APPROVED BY:CITY OF REXBURG ENGINEERING DEPARTMENTAPPROVED BY:ROCKY MOUNTAIN POWERAPPROVED 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.1. ALL STORM SEWER PIPING IS TO BE ADS N 12 WT IB PIPE MEETING ASTM F2648 WITH SMOOTH INTERIOR.2. ALL SEWER SERVICES ARE TO BE 4 IN. SDR 35 PVC.3. GRADE ALL FINISH SURFACES AWAY FROM MANHOLE LIDS.4. TEST GRAVITY SEWER PIPE PER ISPWC SECTIONS 501.3.4.5. CONSTRUCT ALL SANITARY SEWER MANHOLES PER ISPWC 2020 STANDARD DRAWINGS SD-501.6. ALL PIPE BEDDING TO BE CONSTRUCTED PER ISPWC 2020 STANDARD DRAWINGS SD-301 & SD-302.7. ALL SANITARY SEWER SERVICE LINES ARE TO BE CONSTRUCTED PER ISPWC 2020 STANDARD DRAWINGS SD-511,SD-511A, AND SD-512.WATER NOTES:SEWER NOTES:1.ALL NEW ELECTRICAL FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT ROCKY MOUNTAIN POWER SERVICEPOLICY.2.ALL PRIMARY AND SECONDARY CONDUITS SHALL BE PROVIDED AND INSTALLED BY THE DEVELOPER/CONTRACTOR.3.TRENCH EXCAVATION AND CONDUIT PLACEMENT SHALL BE IN ACCORDANCE WITH ROCKY MOUNTAIN POWER SERVICE POLICYSPECIFICATIONS AND IN ACCORDANCE WITH OSHA STANDARDS. CONDUIT TRENCH DEPTHS SHALL BE BETWEEN 36” AND 48” (NOTTO EXCEED 60”) AND INCLUDE THE REQUIRED SAND PLACEMENT BELOW AND ABOVE THE PLACED CONDUIT.4.THE DEVELOPER/ENGINEER SHALL PROVIDE ALL STAKING AND LAYOUT OF NEW ELECTRICAL FACILITIES INCLUDING POWER POLES.5.THE CONTACTOR SHALL RETAIN AND PROTECT ALL EXISTING POWER POLES AND ELECTRICAL FACILITIES DURING CONSTRUCTION.6.THE DEVELOPER AND ENGINEER SHALL COORDINATE ALL ELECTRICAL CONSTRUCTION WITH ROCKY MOUNTAIN POWER.7.CLEARANCE BETWEEN OVERHEAD POWER AND NEW BUILDING STRUCTURES SHALL BE MAINTAINED MEETING THE CURRENT ROCKYMOUNTAIN POWER SERVICE POLICY.ELECTRICAL NOTES: 1. LANDSCAPING REQUIRED OVER 10% OF TOTAL AREA AND 10% OF TOTAL PLOWED AREA REQUIRED FOR SNOW STORAGE.LANDSCAPE/GREEN SPACE/ SNOW STORAGECITY OF REXBURGENGINEERING DEPARTMENTKEITH DAVIDSON(208) 359-3020DEQ(208) 528-2650DIGLINE (CALL BEFORE YOU DIG)811 OR (800) 342-1585EAGLE ROCK ENGINEERINGPROJECT ENGINEERPAUL SNARR(208) 542-2665PROJECT MANAGERPAUL SNARR(208) 542-2665PROJECT CONTACTSINDEXGENERAL NOTESEL.ELEVATIONFFFINISHED FLOORINVINVERTO.C.ON CENTERREQ'DREQUIREDSTDSTANDARDTEMPTEMPORARYTYPTYPICALTBCTOP BACK OF CURBDWGDRAWINGFLFLOW LINE OF CURBX-TBCEXISTING TOP BACK OF CURBX EXISTINGBTMBOTTOMFOFINISHED OIL GRADEEOEDGE OF OILMHMANHOLESSMHSANITARY SEWER MANHOLECBCATCH BASINFWFRONT OF SIDEWALKBWBACK OF SIDEWALKGB GRADE BREAKTOWTOP OF WALLHPHIGH POINTLPLOW POINTABBREVIATIONSVICINITY MAPNSEWPROJECTLOCATIONN Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
E 7TH NN 2ND E1COVER2C-1EXISTING CONDITIONS3C-2SITE PLAN4C-3STORM PLAN & GRADING5PP-1PLAN AND PROFILE6D-1DETAILS7D-2DETAILS
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP EP
EP EPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEP
EGEGEGXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXX(8''SS(8''SS
OHPOHPOHPOHP OHP OHP
OHP
OHP
OHP
OHP
OHP
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P OHPOHPEP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP EP
EP EPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEP
PARADISE NURSERY & POND CENTER LLCINST # 269950, 269974, 269975, 279966, 318871YE
L
L
O
W
S
T
O
N
E
U
S
H
I
G
H
W
A
Y
3
3
8''W
8''W
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXX8''W8''W8''W8''W8''W8''W8''W8''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''WELLA LANEWW W
515
+
5
0
(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS
8''SS)
8''SS)
16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W
16''
W
16''
W
16''
W
16''
W
16''
W
16''
W
16''
W
16''
W
16''
W
16'
'
W
16''
W
16''
W
(12''SS (12''SS (12''SS (12''SS (12''SS (12'
'
S
S
(1
2
'
'
S
S
(1
2
'
'
S
S
(1
2
'
'
S
S
(1
2
'
'
S
S
(1
2
'
'
S
S
(1
2
'
'
S
S
487248734873487348724873487
4
48754875
487248
7
2
48
7
3
48
7
44874487
5
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
WESN030'30'15'SCALE: 1" = 30'2
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
I
N
A
R
Y
NOT AP
P
R
O
V
E
D
F
O
R
CONSTR
U
C
T
I
O
N
16410REMOVE EXISTING FENCEAND REPLACE WITH6' SOLID VINYL FENCEREMOVE EXISTING FENCEAND REPLACE WITH6' SOLID VINYL FENCEREMOVEEXISTINGBUILDINGSREMOVE EXISTING GRAVELDRIVE AND CONCRETERELOCATEEXISTINGPOWER POLESAND POWER LINESN89°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 264347N00°11'06"E 2657.39'1159.37'BASIS OF BEARING CITY OF REXBURG
REMOVE EXISTINGCONCRETE PADNOTES:1.EXISTING WELL TO BE ABANDONEDPER IDWR REQUIREMENTS.2.EXISTING SEPTIC SYSTEM TO BEABANDONED PER HEALTH DISTRICTREQUIREMENTS.REMOVE EXISTING FENCEASPHALTWALKING PATHCULVERTDESCRIPTIONPRESSURE LINE (WATER LINE)SANITARY SEWER MAINLINETYPEGAS LINEFENCE LINEGGXXXUGPOHPUNDERGROUND POWER LINEUNDERGROUND PVC POWER CONDUITOVERHEAD POWER LINETELEPHONE LINEDRAINAGE FLOW BREAKLINEPROPOSED/EXISTING ELEVATIONPROPOSED/EXISTING FIRE HYDRANTPROPOSED/EXISTING VALVEPROPOSED/EXISTING CURB AND GUTTERPROPOSED/EXISTING STREET LIGHTPROPOSED/EXISTING POWER POLE EXIST.PRO.DESCRIPTIONPROPOSED/EXISTING MANHOLEPROPOSED/EXISTING STORM DRAIN INLETPROPOSED ASPHALTDRAINAGE FLOW ARROWLEGEND0.75%BOUNDARY LINECENTERLINE SECTION LINECONCRETEEXISTING GROUND CONTOUR4727T
B
C
7
2
.
1
0
XG
=
7
2
.
1
0
PUBLIC UTILITY EASEMENTSTORM DRAIN MAIN(12''SDEXISTING PRESSURE LINE (WATER LINE)8''W8''W(8''SSEXISTING SANITARY SEWER MAIN(8''SSEXISTING STORM DRAIN MAIN(12''SD
BLOCK 1LOT 2BLOCK 2LOT 2PARADISE NURSERY & POND CENTER LLCINST # 269950, 269974, 269975, 279966, 318871YE
L
L
O
W
S
T
O
N
E
U
S
H
I
G
H
W
A
Y
3
3
8''W
8''W
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXX8''W8''W8''W8''W8''W8''W8''W8''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''WELLA LANE515
+
5
0
(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS
8''SS)
8''SS)
16''W 16''W 16''W 16''W 16''W 16''W
16''
W
16''
W
16''
W
16''
W
16''
W
16''
W
16''
W
16''
W
16''
W
16''
W
16''
W
16''
W
16'
'
W
16''
W
16''
W
16''
W
(12''SS (12''SS (12''SS (12''SS
(1
2
'
'
S
S
(1
2
'
'
S
S
(1
2
'
'
S
S
(1
2
'
'
S
S
(1
2
'
'
S
S
(1
2
'
'
S
S
(1
2
'
'
S
S
(1
2
'
'
S
S
PLAYGROUNDGAZEBO/PAVILLIONSTORM POND 2 ANDSNOW STORAGERIPRAPBLDG CF.F.=4874BLDG DF.F.=4874X X X X
BLDG AF.F.=4873.30BLDG BF.F.4873.30(8''SS
(8''SS8''W
8''W
8''W
8''W6''W6''W4
'
'
S
S
8''SS)
8''SS)2''W2''W4''SS4''SS6''W6''W24'X1
2
0
'
1
0
C
A
R
G
A
R
A
G
E
6''W2''W12''SD)ADS STORM TECH
CHAMBER (SEE TABLE 5)6''WSTORM POND/LANDSCAPEDPOND FORADDITIONAL AREAFOR BUILDINGDRAINAGE11423432234324TRASHENCLOSURE9'X20'
20 STALLS
9'X20'
12 STALLS
9'X20'
11 STALLS
9'X2
0
'
5 ST
A
L
L
S
INSTALL SSMH #1CONNECT TO EXISTING 8" SANITARY SEWERCONNECT TO EXISTING8" WATER LINE15' P.U.E.(TYP.)VALLEY GUTTER9'X20'18 STALLS8'X1
8
'
8 ST
A
L
L
S TRASH ENCLOSURE20'20'24'24'
24.56'
R
=
3
0
'46.4'10.48'24'20'15'24'8'X1
8
'
7 ST
A
L
L
S
9'X20'8 STALLS77556665515' P.U.E.(TYP.)PHASE 1PHASE 2File 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
I
N
A
R
Y
NOT AP
P
R
O
V
E
D
F
O
R
CONSTR
U
C
T
I
O
N
16410SURVEY NOTE:This site plan conforms to an actual survey that was performed on theground by a licensed land surveyor in and for the State of Idaho. It isthe owner’s responsibility to construct all structures shown on this siteplan in accordance with said survey.WESNSCALE: 1" = 30.0'30'030'NOTES:PROPOSED USE= RESIDENTIAL APARTMENTSPROJECT AREA=2.60 ACRESZONE = MDR1PARKING STALLS REQUIRED @ 2 PER UNIT=84PARKING STALLS PROVIDED=79 + 10 STALL GARAGEHANDICAP PARKING STALLS=8LANDSCAPE AREA=1.26 ACRESIMPERVIOUS AREA=1.34 ACRESHIGHWAY TURN LANESTO BE BUILT BY OWNERS OFKENNETH SQUARE AS PERDEVELOPMENT AGREEMENT INSTRUMENT NUMBER411147 DATED 7/28/2017.INSTALL SIDEWALK TO 2ND STREETPER CITY OF REXBURG.ELLA LANECOMMERCIAL DRIVEWAY APPROACH WITH HANDICAP RAMPS AS PER CITY OFREXBURG STANDARDS.6" FIRE WATER SERVICE INTO BUILDING.2" WATER SERVICE WITH GATE VALVE INTO BUILDING.4" SANITARY SEWER SERVICE INTO BUILDING.LIP UP CURB AND GUTTER. SEE DETAIL 12 SHEET D-1.LIP DOWN CURB AND GUTTER. SEE DETAIL 11 SHEET D-1.THICKENED EDGE SIDEWALK. SEE DETAIL 14 SHEET D-1.KEYNOTES:1234DESCRIPTIONPRESSURE LINE (WATER LINE)SANITARY SEWER MAINLINETYPEGAS LINEFENCE LINEGGUGPOHPUNDERGROUND POWER LINEUNDERGROUND PVC POWER CONDUITOVERHEAD POWER LINETELEPHONE LINEDRAINAGE FLOW BREAKLINEPROPOSED/EXISTING ELEVATIONPROPOSED/EXISTING FIRE HYDRANTPROPOSED/EXISTING VALVEPROPOSED/EXISTING CURB AND GUTTERPROPOSED/EXISTING STREET LIGHTPROPOSED/EXISTING POWER POLE EXIST.PRO.DESCRIPTIONPROPOSED/EXISTING MANHOLEPROPOSED/EXISTING STORM DRAIN INLETPROPOSED ASPHALTDRAINAGE FLOW ARROWLEGEND0.75%BOUNDARY LINECENTERLINE SECTION LINECONCRETEEXISTING GROUND CONTOUR4727TBC72.10XG = 72.10PUBLIC UTILITY EASEMENTSTORM DRAIN MAIN(12''SDEXISTING PRESSURE LINE (WATER LINE)8''W8''W(8''SSEXISTING SANITARY SEWER MAIN(8''SSEXISTING STORM DRAIN MAIN(12''SDLANDSCAPE AREAIMPERIA HONEYLOCUST FOR LANDSCAPINGAUTUMN JOY SEDUM FOR LANDSCAPINGNEW MUGO PINE FOR LANDSCAPINGNEW BUSH FOR LANDSCAPINGNEW DIABOB NINEBARK FOR LANDSCAPINGEXISTING ASPHALT567SIDEWALK ALONG HWY 33 TO BECOORDINATED AND CONSTRUCTED PERTHE GROVE AT THOMSON FARMS PROJECT20.07 ftParking 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. Trash Enclosures must be screened.
BLOCK 1LOT 2BLOCK 2LOT 2YELLOWSTONE US HIGHWAY 33
8''W
8''W
X X X X X X X X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXX8''W8''W8''W8''W8''W8''W8''W8''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W515+50
(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS
8''SS)
8''SS)
16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W(12''SS (12''SS (12''SS (12''SS (12''SS (12''SS (12''SS (12''SS (12''SS (12''SS (12''SS (12''SS
PLAYGROUNDGAZEBO/PAVILLIONSTORM POND 2 ANDSNOW STORAGERIPRAPBLDG CF.F.=4874BLDG DF.F.=4874X X X X
BLDG AF.F.=4873.30BLDG BF.F.4873.30(8''SS
(8''SS8''W
8''W
8''W
8''W6''W6''W4
'
'
S
S
8''SS)
8''SS)2''W2''W4''SS4''SS6''W6''W24'X120' 10 CAR GARAGE
6''W2''W12''SD)ADS STORM TECH
CHAMBER (SEE TABLE 5)6''WSTORM POND/LANDSCAPEDPOND FORADDITIONAL AREAFOR BUILDINGDRAINAGE9'X20'9'X20'1115' P.U.E.(TYP.)LIP74.40TBC/TFW74.90LIP75.00TBC75.60LIP73.66TBC74.81TBC74.16LIP73.81HP LIP74.00HP/TBC74.35LIP73.90TBC74.25LIP73.62TBC73.97LIP73.58TBC73.93TBC73.84LIP73.49TBC73.55LIP73.20TBC73.60LIP73.45TBC73.80TBC73.94LIP73.59FL72.88LIP72.40FL72.38LIP72.40LIP73.50TBC74.10TBC74.10LIP73.50LIP73.62LIP74.00FW/TBC74.50LIP73.67LIP73.58TBC74.60TBC74.18LIP73.78TBC74.50LIP74.40TBC75.00OIL73.88TBC74.38TBC73.72TBC73.80TBC73.63TBC73.55TBC73.46OIL73.96TBC74.46TBC75.30LIP74.30TBC74.90TBC75.20LIP75.00TBC75.60TBC75.60TBC73.78TBC73.70TBC73.62TBC73.54TBC73.46TBC74.22TBC74.34LIP/OIL73.84LIP/OIL73.94TBC74.44TBC73.20TBC72.77TBC/TFW73.14TBC/TFW73.14TBC72.74TBC72.74TBC72.04TBC71.92TBC71.86TBC71.52TBC71.20TBC71.54TBC71.80TBC71.75TBC71.68TBC71.14TBC70.90TBC72.45TBC72.80TBC72.40LOT 2 STORM AREALOT 1 STORM AREA48734872487148734872487248734874
4873
4872
4871
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
I
N
A
R
Y
NOT AP
P
R
O
V
E
D
F
O
R
CONSTR
U
C
T
I
O
N
16410 INSTALL STANDARDCURB AND GUTTERFROM ELLA LANE NORTHELLA LANEINSTALL SIDEWALK TO 2ND STREETPER CITY OF REXBURG.WESN030'30'15'SCALE: 1" = 30'COMMERCIAL DRIVEWAY APPROACH WITH HANDICAP RAMPS AS PER CITY OFREXBURG STANDARDS.KEYNOTES:1
BLOCK 2LOT 28''W8''W8''WX8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS8''SS)8''SS)8''SS)BLDG CF.F.=4874BLDG DF.F.=4874X XXXXXXX8''W8''W8''W8''W6''W6''W6''W6''W4''SS4''SS8''SS)8''SS)8''SS)8''SS)2''W2''W2''W6''W6''W6''W24'X120' 10 CAR GARAGESTORM POND/LANDSCAPEDADDITIONAL AREAEGEGEGEGEGEGEGEGEGEGXXXXXXXXXXXXOHPOHPOHPOHPFG: 4873.77FG: 4873.77SSMH #2CONNECT TOEXISTING 8"WATERLINECONNECT TO EXISTING8" SANITARY SEWER LINELIP74.40LIP75.00LIP73.62TBC73.97TBC74.25LIP73.90HP LIP74.00HP/TBC74.35LIP73.90TBC74.25LIP73.62TBC73.97LIP73.58TBC73.93TBC73.84LIP73.49TBC73.55LIP73.20TBC73.60LIP73.45TBC73.80TBC73.93LIP73.58FL72.88LIP72.40FL72.38LIP72.40LIP73.50TBC74.10LIP73.50LIP73.62LIP74.00FW/TBC74.50LIP74.00LIP73.58TBC74.60TBC74.18LIP73.90TBC74.50LIP74.40TBC75.00OIL73.88TBC74.38OIL73.96TBC74.46TBC75.30LIP74.30TBC74.90TBC75.20LIP75.00TBC75.60TBC75.60TBC74.2248604862486448664868487048724874487648784880486048624864486648684870487248744876487848800+001+002+002+20EXISTING 76-LF OF 8" PVC @ 0.40%E INV IN=4861.87S INV IN=4861.87N INV IN=4861.87W INV OUT=4861.77EX SSMHSTA=0+20, 0.00'RIM=4873.6595-LF OF 8" PVC @ -0.40%N INV IN=4862.55SSMH #2STA=1+91, 0.00'RIM=4873.90EXISTING 69-LF OF 8" WATERLINE68-LF OF 8" WATERLINE28-LF OF 8" WATERLINECONNECT TO EXISTING 8"SANITARY SEWER LINE(FIELD VERIFY)CONNECT TO EXISTING 8"WATER LINE (FIELD VERIFY)FINISHEDGRADEEXISTINGGRADE6'MINBURY48604862486448664868487048724874487648784880486048624864486648684870487248744876487848800+001+002+002+20E INV IN=4861.87S INV IN=4861.87N INV IN=4861.87W INV OUT=4861.77EX SSMHSTA=0+20, 0.00'RIM=4873.65EXISTING 70-LF OF 8" PVC @ 0.40%EXISTING 72-LF OF 8" WATERLINE73-LF OF 8" WATERLINE5-LF OF 8" WATERLINE17-LF OF 8" WATERLINE89-LF OF 8" PVC @ 0.40%S INV OUT=4862.51SSMH #1STA=1+79.53, 0.00'RIM=4871.82CONNECT TO EXISTING 8"SANITARY SEWER LINE(FIELD VERIFY)CONNECT TO EXISTING 8"WATER LINE (FIELD VERIFY)W INV IN=4867.12NE INV OUT=4867.02CB #1STA: 1+58.35GRATE=4870.7012" SW INV IN=4866.9924" N INV OUT=4867.19SDMH #1STA: 1+67.58RIM=4871.00BOTTOM=4861.006'MINBURYFINISHEDGRADEEXISTINGGRADEADS STORMTECH INFILTRATIONSYSETM (SEE TABLE 5)BLOCK 1LOT 2INST # 269950, 269974, 269975, 279966, 318871YELLOWSTONE US HIGHWAY 338''W8''WXXXXXXXXXXXXXXXXXXXXXXXXX8''W8''W8''W8''W8''W8''W8''W8''W8''WROW ROW ROW ROW ROW ROW (8''SS(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS8''SS)BLDG AF.F.=4873.30BLDG BF.F.4873.30(8''SS(8''SS(8''SS8''W8''W8''W4''SS4''SS6''W2''W2''W2''W2''W12''SD)ADS STORM TECHCHAMBER (SEE TABLE 5)6''W22.5°EGEGXXX X XXXXXXXXXXXXXXXXXXXXXOHPOHPOHPOHPOHPOHPOHPOHPFG: 4873.77FG: 4873.77SSMH #122.5°TBCTBC74.34LIP/OIL73.84LIP/OIL73.94TBC74.44TBC73.20TBC72.77TBC/TFW73.14TBC/TFW73.14TBC72.74TBC72.74TBC72.04TBC71.92TBC71.86TBC71.52TBC71.20TBC71.54TBC71.80TBC71.75TBC71.68TBC71.14TBC70.90TBC72.45TBC72.80TBC72.40E INV OUT=4867.21CB #2GRATE=4870.40W INV IN=4867.12CB #1GRATE=4870.7037-LF OF 12" S.D. @ 0.22%14-LF OF 12"S.D. @ 0.22%SW INV IN=4866.99N INV OUT=4867.19SDMH #1STA=1+67.58, 24.85' LRIM=4871.00WESN020'20'10'SCALE: 1" = 20'5
PP-1
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 CONNECTIONSLOT 1 SERVICE CONNECTIONSFIRE 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:1212123345645664564546EX SSMHEX SSMHAGLE 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
48564858486048624864486648684870487248744876485648584860486248644866486848704872487448769+8010+0011+0012+0013+0014+0015+0015+50PC STA: 13+46.99
EL: 4874.16
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: 4875.20-0.42%0.45%-0.41%0.41%-0.42%0.50%2.0%AL:36
.77
'2.0%AL:35.70'CENTERLINE OF EXISTINGHIGHWAY 33PROPOSED TBC RIGHT SIDEOF ROAD170-LF OF 8" PVC @ 0.71%396-LF OF 8" PVC @ 0.61%E INV IN=4860.78NE INV IN=4860.83SW INV OUT=4860.73EX-SSMH #1STA=12+71.69, 38.10' LRIM=4875.60NE INV IN=4859.51SW INV OUT=4859.41EX-SSMH #2STA=10+76.55, 73.75' LRIM=4874.97201-LF OF 8" PVC @ 0.61%331-LF OF 16" WATERLINE203-LF OF 16" WATERLINE12" NW INV IN=4871.1024" SW INV OUT=4869.70SSMH #3STA: 14+42RIM=4874.70BOTTOM=4866.7012" W INV IN=4870.9024" S INV OUT=4869.50SSMH #4STA: 12+04.37RIM=4874.50BOTTOM=4866.5012" W INV IN=4870.9024" S INV OUT=4869.50SSMH #5STA: 10+64.04RIM=4874.50BOTTOM=4866.50E INV OUT=4871.00CB #5STA: 10+64.04GRATE=4874.00E INV OUT=4871.00CB #4STA: 12+04.34GRATE=4874.00SE INV OUT=4871.20CB #3STA: 14+41.95GRATE=4874.20INFILTRATION SYSTEM 3 SEETABLE 6INFILTRATIONSYSTEM 4SEE TABLE 6INFILTRATIONSYSTEM 5SEE TABLE 6YELLOWSTONE US HIGHWAY 33XXXXXXXXXXXXXXXXXXX8''W8''W8''W8''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''WCITY OF REXBURGROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW WWWWWW515+50(8''SS(8''SS(8''SS(8''SS(8''SS16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W(12''SS(12''SS(12''SS(12''SS(12''SS(12''SS(12''SS(12''SS(12''SS(12''SS(12''SS(12''SS24'X120' 10 CAR GARAGESTORM POND/LANDSCAPEDPOND FORADDITIONAL AREAFOR BUILDING9+8010+0011+0012+0013+0014+0015+00TBC: 4874.80TBC: 4874.50TBC: 4874.50TBC: 4874.80TBC: 4874.16TBC: 4874.16TBC: 4875.00TBC: 4874.70TBC: 4875.20EXISTING EOEXISTING EOWESN020'20'10'SCALE: 1" = 20'6
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
I
N
A
R
Y
NOT AP
P
R
O
V
E
D
F
O
R
CONSTR
U
C
T
I
O
N
16410HIGHWAY 33MINOR ARTERIAL STREET TYP. SECTION 9 (HIGHWAY 33)1735'35'13'TRAFFIC LANE14'LEFT TURN LANE13'TRAFFIC LANE15'TRAFFIC LANE(NO CURB SIDE PARKING)15'TRAFFIC LANE(NO CURBSIDE PARKING)7'UTILITY ORLANDSCAPING5'SIDEWALK10'EASEMENT4"TYP12"4" ASPHALT PLANTMIX PAVEMENT6" - 3/4" AGGREGATE BASE20" GRANULAR BORROWGEOTEXTILE FABRIC BELOW AND UP SIDES12"TYPGRANULARBORROW1'APPLICABLE WHEN POWERPOLES ARE NOT SIDING ROADSEAL COAT2% SLOPE2% SLOPE2% SLOPE83'Copy of ITD approval for Hwy 33 Widening required.
VALVE BOXCONC. COLLARCUT LINEWATER#4 REBAR,12" OVERLAPSCORE CONTROLJOINT 4 PLACESTHE WORD "WATER"TO BE ENGRAVEDON COVERASPHALT PAVEMENTOR EXISTING ROAD-3/4" BEDDING5'-0" MIN6" MIN 6" MIN PLACE SAFETY FLANGE OR FLANGEWITH BREAK AWAY BOLTS 2" MIN.8" MAX. ABOVE GRADEDO NOT COVERDRAIN HOLES WITHCONCRETE(2"x8"x12") CONCRETE BLOCKFLANGED JOINTDI LINE TO CITYTHRUST BLOCKTHRUST BLOCKTO FINISHED GRADEVALVEFINISHED GRADEVALVE BOX SETHYDRANTTEEMJ JOINTVALVE NUT EXTENSION TOWITHIN 6" OF SURFACEMAINLINE1 CUBIC YARD OFWASHED GRAVELSURROUNDINGDRAIN HOLES2' SPOOLCONCRETECOLLAR6" MIN 2' MIN.RED COLOR WITH STORZ ADAPTERB/3MIN.AB
REDUCER 12"14"5'-5"4'-0"6"4"8"10"3'-4"2'-8"2'-0"1'-7"3'-10"3'-10"6'-6"4'-8"3'-3"2'-6"1'-11"1'-2"3'-2"4'-0"2'-5"1'-9"1'-6"1'-11"0'-10"0'-6"2'-5"2'-3"1.WRAP ALL FITTINGS WITH 8 MIL POLYETHYLENE ENCASEMENT TOPREVENT CONCRETE FROM ADHERING TO THE FITTINGS.2.THRUST BLOCKING CONCRETE TO BE MINIMUM 3000PSI MIX.3.ALL THRUST BLOCKS ARE TO BE FORMED ON THE VERTICAL PLANES.4.PLACE THRUST BLOCKS ON ALL WATERLINE BENDS AND TEES.4'-11"4'-8"4'-9"THRUST BLOCK NOTES:3'-8"3'-0"3'-10"2'-2"1'-6"3'-0"2'-5"1'-10"1'-8"3'-5"2'-7"3'-5"3'-3"2'-2"2'-9"2'-1"1'-7"0'-10"1'-9"1'-9"1'-7"90° BENDDIMENSION FOR THRUST BLOCKING TEE TEES & PLUGSABA45° BEND & WYESBABABREDUCERS &22° BENDFITTINGSIZESBEND4" MIN
6" MIN
6'-0" MIN. BURY (TYP.)4D-2PIPE BEDDINGNATIVE MATERIALCOMPACTED AS PERCITY REQUIREMENTSAND ISPWCTYPICAL STREET/OPEN FIELD6"1'-6"8"12"2"1/2"
6"SLOPE1/4" TOOLED RADIUSR=2"R=3" 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 SADDLEOFFSET CORP.STOPS 15°12" MIN.RADIUS45° MIN60° MAX(PVC) FOR PE PIPEUSE SYSTEM THATDELIVERS AN EQUIVALENTPE CORP STOPFB 1100 SERIESCORPORATION STOP DIRECTTAP W/ CC THREADSSERVICE LINE-3/4 BEDDING6" MIN
6" MIN
MATCH EXISTINGLINE SIZE4 FT. OR GREATER DEPTH,PIPE DIA. < 24"711AA77LEGEND1CONCRETE COLLAR IN PAVED STREET SECTIONS PER SD-508.2GRADE RINGS GROUTED WATERTIGHT IN PLACE,NOT TO EXCEED 21" FROM FINISHED SURFACETO TOP OF CONE.3PRECAST MONOLITHIC ECCENTRIC CONESECTION. (REBAR NOT SHOWN).4 RAMNEK OR APPROVED GASKETS ALL JOINTS.5 PROPERLY ALIGN ALL INTERIOR JOINTS.6 PRECAST CONCRETE MANHOLE-BARREL SECTION(REBAR NOT SHOWN).7PRECAST GASKETED HUB RING OR RUBBERGASKETED COLLAR-FLEXIBLE AND WATER TIGHT.8REPLACEMENT SURFACING TO MATC FLUSH WITHEXISTING SURFACING (AC SHOWN).9FRAME TO BE GROUTED TO GRADE RINGS.10 FRAME AND COVER PER SD-507.11MANHOLE STEPS, SEE NOTE H.12CAST IN PLACE MANHOLE BASE. SEE SD-501AFOR PREFABRICATED BASE.45°
S
H
E
L
F
S
H
E
L
F
S
H
E
L
FFLOWPLANN.T.S.45°891012"6" (MIN)1234567121112" (MAX)
36" (MAX)24" (MIN)24" (MIN)6" (MIN)4" (MIN)12"48"16" (MAX)6SHELF SLOPE1" PER FOOTD<24"9" (MIN)4" TYPE 1BEDDINGSECTION A-AN.T.S.NOTES:AOPTIONAL PREFABRICATED MANHOLE BASE WITHAPPROVED PIPE CONNECTIONS MAY BE USED WITHENGINEERS APPROVAL, SEE SD-501A.BPLACE VERTICAL WALL ON UPSTREAM SIDE OFMANHOLE, ROTATED 45 DEGREES.CFOR DIAMETER, D, GREATER THAN 24", SEESD-502 OR SD-503.D MANHOLE FRAME AND COVER:A.REFER TO DRAWING NO. SD-507.B.FRAME AND COVER SHALL BE FLUSH WITHSLOPE OF PAVEMENT.E WHERE PVC PIPE IS UTILIZED, INSTALL A RUBBERRING OR GASKET COLLAR WHERE THE PIPE IS INCONTACT WITH MANHOLE BASE AND/OR MANHOLECHANNEL, IN ORDER TO INSURE A WATERTIGHTSEAL.FEITHER BASE ON SD-501 OR SD-501A MAY BEUSED WITH ANY MANHOLE DESIGN.GPROVIDE MANHOLE CONCRETE REINFORCING TOACCOMMODATE TRAFFIC LOADINGS.HVERIFY WITH ENGINEER REGARDING LOCALPREFERENCE ON INSTALLATION OF MANHOLE STEPSPRIOR TO ORDERING MATERIALS OR INSTALLATION.2-45° BENDSMIN. GRADE 1/4"/FT.(2%)"E""D"CAP OR PLUG AND INSTALLSERVICE LINE MARKERPER SD-512 (TYP.)PLABSOLUTE MIN. GRADE 1/8"/FT.(1%)4"-1/8 OR 1/16BEND AS NEEDEDMIN. GRADE 1/4"/FT.(2%)"C""B""A"FINISH GRADE(SEE NOTE 2) TYPE C TEE OR APPROVEDCONNECTIONUSE 6" OF TYPE I BEDDING ALL AROUNDEACH SERVICE.TYPE "E" ALLOWABLE FOR TRENCHES 15 FT.DEEP OR GREATER WITH PRE-APPROVAL BYTHE ENGINEER.TYPE "C" SERVICE WILL ONLY BE ALLOWED IFSPECIFICALLY APPROVED BY THE ENGINEER.ALL SERVICE LINES TO BE 4" INSIDEDIAMETER UNLESS OTHERWISENOTED.4.3.2.1. NOTES: TYPE E (SEE NOTE 3) TYPE A & D TEE OR APPROVEDCONNECTIONMIN. GRADE 1/4"/FT.(2%)LPFINISH GRADE45°
M
A
X
.1/8 LONGRADIUS BENDTYPE B 45°
M
A
X
.-A-
B
3'-3"
3 1/2"2"3 1/2"3'-0" MIN.30"INSIDE DIA. BARRELSECTION3'-3"2'-0"2'-0"23 1/2"1 3/4"6"
6"
7 1/4"9'-6"3'-3"KNOCKOUTS TYPICAL (4)SIDES 18" DIA. TORECEIVE UP TO 15"DIA. PIPE#4 REBAR BYMANUFACTURERGRATECURB LIPTBCC1C1C3 #4 REBAR BYMANUFACTURER90°PIPE BEDDING FOR RIGID PIPEGRANULAR FOUNDATION90°SHAPED SUBGRADEGRANULAR FOUNDATIONSHAPED SUBGRADEPIPE BEDDING DETAIL FOR FLEXIBLE PIPECOMPACT 1" MAC.BACKFILL IN 6" LAYERSTO 95% OF ASTM D-698COMPACT APPROVEDBEDDING MATERIALTO 95% OF ASTMD-69812"MAX6" 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"MAX6" MINSHAPED UNDISTURBED SOIL.EXCAVATE FOR BELL HOLES.3"6" MIN12" MAX3" R7-3/4"8"2'- 6"1-3/4"
6"1/2"1/4" TOOLEDRADIUS1-3/4"±5"DRIVEWAY RAISED1/4" ABOVE CURB.CORNER TO HAVE1/4" TOOLED RADIUS.(3) #4 REBAREVENLY SPACED2"1/4"1'-0"8"1'-6"1 3/4"6"4 1/4"1/2"6"3 1/2
"R=2"R=3"TOP OF CONCRETESIDEWALK TO BE 1/4"ABOVE BACK OF CURB1/4" TOOLED RADIUS1 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' SIDEWALK TYPICAL PARKING LOT SECTION13 SANITARY SEWER7 SERVICE LINES6 STANDARD MANHOLE TYPE A SD-50110 CATCH BASIN - TYPE 24 VALVE & HYDRANT5 WATER SERVICE LINE CONNECTION TYPICAL WATER LINE PLACEMENT2 STANDARD TRENCH DETAIL3 THRUST BLOCKING DETAIL11 LIP DOWN CURB & GUTTER DETAIL CONCRETE COLLAR FOR VALVE BOX PIPE BEDDING DETAILS12 LIP UP CURB & GUTTER DETAILNOTE:12" OF GRANULARBORROWBENEATH CURB NOTSHOWN FOR CLARITY.VALLEY GUTTER SECTION92" ASPHALT3" 3/4 CRUSHEDGRAVEL9" PIT RUN GRAVEL4" CONCRETE4" 3/4 GRAVEL2-1/2" OF PLANTMIX PAVEMENT4" OF 3/4" GRAVELROADBASE12" OF GRANULARBORROW/PITRUNUNDISTURBED EARTH18THICKENED EDGE SIDEWALK1415COMMERCIAL DRIVEWAY CURB & GUTTER SECTION30"6"24"0" TO 1"BATTER5"6" MIN.6"4"
4"6"12" ±
6"R=1"R=1"1"R=1/2"R=1/2"AGGREGATE BASENOTESAGRADE AND ALIGNMENT TO BE ESTABLISHED OR APPROVED BY THE ENGINEER.BBASE; 4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE BASE MATERIAL,PLACE AS SPECIFIED UNDER SECTION-802 ISPWC; COMPACTED TO FXCFFD 95% STANDARD PROCTOR.C1/2-INCH PERFORMED EXPANSION JOINT MATERIAL ASHTO M 213) AT TERMINAL POINTS OF RADII.DCONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS AT 10-FEET MAXIMUM SPACING(OR CONSISTENT WITH 2X SIDEWALK WIDTH FOR SCOPF SPACING).EMATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS.FBACKFILL AS PER SECTION-706.GSECURE RIGHT-OF-WAY PERMIT BEFORE BEGINNING CONSTRUCTION IN PUBLIC RIGHT-OF-WAY.HCURB AND GUTTER STANDARD TO BE USED ON ALL PUBLIC ROADWAYS UNLESS APPROVED BY ENGINEER.24:1 SLOPESTANDARD CURB AND GUTTER SECTION (HIGHWAY 33)16
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.36"TYP.24" DIA. PERFORATED CORRUGATED EXTERIOR, SMOOTHINTERIOR HDPE PIPE WITH PERFORATIONS 4" O.C. 1"DIAMETERCLEAN SAND ANDGRAVELOVER EXCAVATE TO FREEDRAINING MATERIALSEAL END CAP ORCONCRETE (TYPE.)SECTION A-AN.T.S.36" MIN.3.0'TYP.10'VARIES36" MIN.A12" PIPE FROM CATCH BASINMIN. SLOPE 0.22%SEE CATCH BASINDETAIL 25'48" MANHOLE IN COMPLIANCEWITH CITY OF REXBURG STANDARDS*ALL DRAIN ROCK SHALL BE ENCASED IN SEPARATION FABRICPERFORATE 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 STANDARDSCOURSE DRAIN ROCKBACKFILL 2" MIN. - 6" MAX. MEETINGCITY OF REXBURG STANDARDSBACKFILL WITHNATIVE TOPSOILCOMPACT TO95% OFSTANDARDPROCTOR*STORM INFILTRATION SYSTEM TO BE BELOW DRAINAGE SWALEAND SIDEWALK. (MAINTAIN 1.0' MIN. FROM BACK OF CURB.COURSE DRAIN ROCKCOURSE DRAIN ROCKCOURSE DRAIN ROCKCOURSE DRAIN ROCKINFILTRATION SYSTEM NOTES:1.CONTRACTOR TO OVER EXCAVATE TO FREE DRAINING ROCK PRIOR TOINSTALLING DRAIN ROCK FOR INFILTRATION SYSTEM. CONTRACTORSHALL CONTACT EAGLE ROCK ENGINEERING INSPECTION DEPARTMENTDURING EXCAVATIONS TO VERIFY.TYP. INFILTRATION DETAILS17ADS STORM TECH SYSTEM NOTES:1.SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FORPOLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".^J2.SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURALDESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".^J3."ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, ANDCOMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS.^J4.THE "SITE DESIGN ENGINEER" REFERS TO THE ENGINEER RESPONSIBLE FOR THE DESIGN AND LAYOUT OF THESTORMTECH CHAMBERS FOR THIS PROJECT.^J5.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARINGCAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGEOF EXPECTED SOIL MOISTURE CONDITIONS.^J6.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPEDEXCAVATION WALLS.7.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOSTPAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITEDESIGN ENGINEER'S DISCRETION.45"(1140 mm)24"(600 mm) MIN*8'(2.4 m)MAXSUBGRADE SOILS(SEE NOTE 5)PAVEMENT LAYER (DESIGNEDBY SITE DESIGN ENGINEER)SC-740END CAP12" (300 mm) MINDEPTH OF STONE TO BE DETERMINEDBY SITE DESIGN ENGINEER 6" (150 mm) MINDCBAPERIMETER 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) MINADS 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 #: MC3500IEPP24BCTWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVENGEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS8.25' (2.51 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMSMANHOLECOVER PIPE CONNECTION TO END CAP WITH ADSGEOSYNTHETICS 601T NON-WOVEN GEOTEXTILESC-740 CHAMBERMC-3500 END CAPSC-740 ISOLATOR ROW DETAILNTSOPTIONAL INSPECTION PORTSTORMTECH HIGHLYRECOMMENDS FLEXSTORMPURE INSERTS IN ANYUPSTREAM STRUCTURES WITHOPEN GRATESADS 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