HomeMy WebLinkAboutSITE PLANS - 04-00152 - Valley View Estates 5 - Final PlatFINAL PLAT
VALLEY VIEW ESTATES DIVISION N 0. 5 Schiess & Associates
CITY OF REXBURG, MADISON COUNTY, IDAHO ENGINEERING PLANNING -LAND SURVEYING
SE 1/4 OF SEC. 31, T. 6 N., 0', F A L LS. 2-12""° (` �"f -�
R. 40 E. BOISE MERIDIAN
FINAL PLAT
- w` `CD ', � nm Aoitrr
Scale: 1' =100'
�4 TEMP. TURN AROUND
�\ S� • �� a 18.200 p.tL DRAINAGE PIT 5`)(5'x10'
FILLED WITH GRAVEL
LOT5 ' LGT11 ems
,e,zoo p. DSC INVESTMENTS
Q / n t6. w•R INST. # 259150
LOTS �S LoT10 �• /! 4 7 , y
/ 18.906 p.n 16.900
NUM
DELTA
ARC
RADIUS
BEARING
DISTANCE
C1
21'41 04
81.51
215.37
S5446 06 E
61.03
C2
23'18 39
101.31'
249.37
S55'33 53 E
100.62
C3
132309
66.20
283.37
S61'42 57 E
66.05
C4
79'40
35.48'
25.51
58532 3 W
3269'
C5
90'00 00
39.27
25.00
NI'04 27 E
35.36
CB
42'08 56
47.73
64.93
52500'58 W
46.66'
C7
690 07'
60.71
132.93
S32'59 23 W
80.19'
CS
1556 49
37.00
132.93
51155 55 W
36.88
C9
42'06
72.72
98.93
S25'00 W
71.09
C10
8'00'36'
127.44
911.58
N75 48 E
127.34'
611
9'00 28
132.62
643.58
NB27 - E
132.49'
012
9'29
139.84
843.58
N1742 S5 E
139.68
613
89034
130.08
911.58
N16'03 44 E
1297
014
3T
487.23
877.58
N19'51
480.99
C15
726'45'
118.47'
911.58
N23 ' E -
118.38'
C16
946 16
143.86
843.58
9272059 E
143.69
C17
73 58
121.44
917.58
93124 26 E
121.35
C18
331'59
52.02
843.58'
N34'00'0 E
5201
C19
032'41'
8.67'
911.58'
N3529'46 E
8.67
C20
81
35.36'
25.00
54'4454 E
3248
C21
9857 57
43.18
25.00
N8595 06 E
38.01
C22
995'09'
102.99'
637.73'
S49'53'30'E
102.87
C23
996'06'
97.66'
603.73
S49'53'59'E
97.56'
024
857'57
89.15
569.73
S49 E
89.06
ti
Lori °st
FUTURE ADDITION
�¢' ��li� 21.908 w.n 7T
,f, ^ 17,576 p.R "J A t t6,g F
Lan 33
LAT2 NoTIo'18'E
i , 'ta• J y = As z , 20,518 p.fl `�� 125.80' 3 67.47• DRAINAGE PIT 5'x5' )(10' .
Lore s„ 4ti o°, °� • ° H 128.97' kz FILLED WITH GRAVEL
712.70• *•
\0 ^1 'Y LOR cY 4 23,9UDT4 a 6 ?y o• t S TEMP. TURN AROUND '
\ - L 3 o f6 \ 27.143 p.n V
tt C� g
19.393 p.n \ `R ;' V u �, t� y ,Bf ?' AV
e ll \ \ \ n V 0 i j
° 7 20.35 �.R k LoT6�` / \ p``'\ DSC INVESTMENTS
LOT14 Cf4 c/1'•• 23.95 23.305 w.R ; �" "_,• .
Av , 7.844 p.R \ '-732.90' - f v # 259150
LOTi b fs\ � - '84.06•- INST
4 $ PLEASANT VIEW a 21,e77 w.R �
\47- g7• �o LOT13 \01 NO3'57.3(PE 239.82' \� �� ,fi b, • V
20.927 p.n m" O
16 a 1- CIO---_ 0y " ® d.� ` 9� rte' -at - Z£t __....
^ u '4 21.961 p 12.82 - - 143.06• -.__ C di
a f 1.9 83.74' -.- �, / ,� 3.1 AOS
LEGEND �o
s? �^� =",N`' LGT„ w _ ?� ° a g e 6s. Lim
�,. b. 22.037 p.R ,°, LOT10 S W LOT9 32.620 p.R
o SET s 8'x30• PIN N te `� N 20.900 p.fL �'� 4`' LDS CHURCH .14 / (SEE $ §+ 20,028 p.k. g w a
SURVEYOR`S CERTIFCATE SHEET LOTS 1 0;' >3 m
e 2 T 2). - .. \ S ZtO'' 73.97' 167.82' a ° Q / POINT OF BEGINNING 9 - PROPERTY
SE 1/7X24' PIN (SEE 'Ice 14306• �
SURVEYOR'S CERTIFICATE SHEET LoT4 S 524.03' 139.19' ,,74.46, 6 + v i/2' IR WITH PLASTIC
34 .61• v o CAP P.L.S. 9369 b
INST. # 175514
2, OF 2). LOT6 21,104 p.tL L077 LOT6 SR 6906. 14 N
- - - 10' UTILITY EASEMENT ,' 19.477 p.n 2 ' 50 'OYWI SOS35-o3'w '236.58• 501'08 W 233.62'
' - - - 113.82' 120.00'
. - - - -- _. ' ALONG STREET SIDE OF ALL LOTS 1075 - VALLEY VIEW ESTATES LoTt
_'
1 f
BLOCK NUMBERS
DIVISION NO. 4 e
LaT3 LGT4
2 ND . SOt'08'57 W 267.65'
VALLEY .VIEW ESTATES 1 V EAST
DIVISION NO. 3 -- -
INST. # 200656
S p0 1 _ LANO yG BOUNDARY DESCRIPTION
G15TEq�i
INST: i N0. 185095 B eginning d a point Owt ie S.Oai4 383.27' feet aap the East Section Nro IN
anW S.89 466.96 feet aM S 01 W 233.62 feat from the
N �
S):. -COR 9369 East Oa,L., comer of Section 31, Town hip 6 NafM. Range 40 East d Bolen M..man and naming >E INST. NO. 267998
. - N .n o 235 00b1' W 107.622 feet the- S 29 055 W 6 9.06
20.52 feet' thsnae 35 r W 338.00 fee.r."� eet
SECTION 31 E. 1/4 COR
l
./ �P thence 9 1.2'31'51' W 138.38 feet 6unce 5 4/'L7'tY W 710.00 tech Lhena N 4515'55 W 395.08
T.6N., R.40E �� 11 DF �,o feet thence N 4447'13' E 140.00 feet; thence N 4044'05 E 198.00 feet S 4S15'S5 E 17.69 feet; SECTION 31
All J. RO feet thence N 6 20STIT 1 E 8 14432 � N feat thane S 4555'35 E444.43 T.6N., R.40E.
feet thence S 6r15 E 94.97 feat to the point d beginning, containg 12.52 avoo.
2228.30' SECTION LINE BASIS OF BEARING - 383.27'
- N00' 14'35' W 2611.57'
SHEET 1 OF 2
FINAL PLAT
VALLEY VIEW ESTATES DIVISION NO. 5
CITY OF REXBURG, MADISON COUNTY, IDAHO
SE 1/4 OF SEC. 31, T. 6 N.,
R. 40 E., BOISE MERIDIAN
BOUNDARY DESCRIPTION
Beginning at a point that is S.0914'35'E., 383.27' feet along the East Section line
and S.89'45'25"W. 466.96 feet and S 01'08'57' W 233.62 feet from the
East Quarter comer of Section 31, Township 6 North, Range 40 East of Boise
Merdion and running thence S 0535'03" W 236.58 feet; S 12'50'05" W 69.06
feet; thence S 03'57'30' W 524.03 feet; thence S 23'00'01" W 107.62 feet;
thence S 29'20'58" W 120.52 feet; thence S 35'46'07' W 338.00 feet; thence
S 4731'51" W 138.39 feet; thence S 44'47'13" W 140.00 feet; thence N
45'15'55 W 395.06 feet; thence N 44'47'13' E 140.00 feet; thence N
44'44'05' E 198.00 feet; S 4515'55" E 17.89 feet; thence N 35'06'41" E
131.86 feet; thence N 20'41'27' E 238.93 feet; thence N 0610'18' E 367.47
feet; thence N 24'55'19 E 144.32 feet; thence N 45'02'41" E 295.46 feet;
thence S 43'55'33" E 44.43 feet; thence S 87'15'03" E 94.97 feet to the
point of beginning, containg 12.52 acres.
SURVEYOR'S CERTIFICATE
I Kurtis J. Roland, depose and say that I am a Professional Land Surveyor, that
pOL LANDE
I have surveyed the exterior boundary of the tract of land described in the Boundary
o G%STE
RF0 op
Description attached hereto, that said tract will be stoked on the ground according to
State Law Section 50 -1303, State of Idaho.
9369
And the interior monuments for the subdivision will be set in accordoce with Section 50 -1303,
Idaho Code.
CERTIFICATE NO. 9369
RTES J.
EXAMINING SURVEYOR'S CERTIFICATE
I hereby certify that I have examined this plat and find it to be correct and acceptable as required in Section
50 -1305 of the Idaho Code.
CITY'S ACCEPTANCE
S4
Schiess & Associates
ENGINEERING PLANNING-LAND SURVEYING
IDAHO FALLS, IDAHO REXBURG, IDAHO
(208) 522 -1244 (208) 356 -6092
This foregoing plat was duly accepted and approved by the City of Rexburg, Idaho by resolution adopted this
day of
City Engineer
City Clerk Planning & Zoning
OWNER'S CERTIFICATE
KNOW ALL MEN BY THESE PRESENTS: that we the undersigned are the owners of the tract
of land included within the Boundary Description shown hereon and have caused the some to be
platted and divided into Blocks. Lots and Streets, to be hereafter known as VALLEY VIEW ESTATES
SUBDIVISION DIVISION NO. 5, Madison County, Idaho and we do hereby dedicate to the Public,
all streets and rights -of -way as shown hereon. The easements shown hereon ore not dedicated to
the public but the right to use said easements are hereby perpetually reserved for public utilities
,roadway slopes, drainage of for any other use designated on the plat.
We also verify that the lots shown on this plot are eligible and will receive water and sewer
from the City of Rexburg and said Municipality has agreed in writing to serve said lots.
IN WITNESS WHEREOF, we have hereunto set our hands this day of
GORDON S. CROFTS CLAUDIA J. CROFTS
MANAGER MANAGER
J. BART STEVENS JAN S. STEVENS
ACKNOWLEDGMENT
Date:
Professional Land Surveyor Cert No.
HEALTH DEPARTMENT CERTIFICAT
I hereby certify that sanitary restrictions required by Idaho Code, Section 50 -1326 have been satisfied and this plat
is hereby approved for recording by filing of this certificate herewith.
DISTRICT 7 STATE BOARD OF HEALTH
Date:
Enviromental Health Specialist
TREASURER'S CERTIFICATE
I the undersigned County treasurer in and for the County of Madison, State of Idaho, per the requirements of Idaho
Code 50 -1308, do hereby certify that all county property taxes due for the property included in this project are
current.
Date:
Madison County Treasurer
RECORDER'S CERTIFICATE
I hereby certify that the foregoing plat of the VALLEY VIEW ESTATES SUBDIVISION DIVISION NO. 5, Madison County,
Idaho was filed for recording in the office of the Recorder of Madison County, Idaho on this day of _
at m and recorded under Instrument Number,
Madison County Recorder
IRRIGATION CERTIFICATE
Requirement of Idaho Code 31 -3805 are met. Agreement between
Fremont - Madison Irrigation District and Developer recorded as
Instrument Number
STATE OF IDAHO
County of Madison
On this day of ,_before me, the undersigned, a Notary Public in and for said State, personally
appeared J. BART STEVENS and JAN S. STEVENS known to me to be the signer of the above Owner's Certificate as
principal, and have executed the some for the purpose therein mentioned.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written.
Notary Public for the State of Idaho
Residing in County,
Commission Expiration Date:
,►1MI L
STATE OF UTAH
County of
On this day of - before me, the undersigned, a Notary Public in and for said State, personally
appeared GORDON S. CROFTS and CLAUDIA J. CROFTS known to me to be the managers of DSC INVESTMENTS L.L.C. a
Limited Liability Company, and the managers who subscribed said limited liability companies name to the forgoing
instrument on behalf of said company, and acknowledged to me such company executed the same.
IN WITNESS WHEREOF, 1 have hereunto set my hand and affixed my official seal the day and year first above written
Notary Public for the State of Utah
Residing in County, _
Commission Expiration Date:
SHEET 2 OF 2
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VAL L
E YVIE
W DIVISION #5
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BART STEVENS
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Rexburg, Idaho
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PROJECT NO. 03207
JUNE 2004
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Designed By
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ENGINEERING -PLANNING -LAND SURVEYING
0 7103 SOUTH 45TH WEST 310 N 2ND EAST, SUITE #125
IDAHO FALLS ID 83402 REXBURG,ID 83440
E OFFICE: (208) 522-1244 OFFICE: (208) 356-6092
c FAX: (208) 522-9232 FAX: (208) 356-6468
0400153Valley View #5
Bart Stevens Revision 06109/04
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UTILITY & SERVICES CONTACTS
CONTACT
PHONE #
CITY OF REXBURG
INV
INVERT
ENGINEERING DEPARTMENT ........ ............................... ...........................JOHN
MILLAR ....................
(208) 359 -3020
DEQ ............................................................................. ...........................WIWE
TEUSCHER ...............
(208) 528 -2650
DIGUNE (CALL BEFORE YOU DIG) ........................................... ...............................
..........................(800)
342 -1585
SCHIESS & ASSOCIATES
TBC
TOP BACK OF CURB
ENGINEER ............................... ............................... ...........................PAUL
SCORESBY ...................
(208) 522 -1244
ENGINEER................................... ............................... ..........................CHRIS
PARK ......................
(208) 522 -1244
PROJECT MANAGER .................. ............................... ...........................KURT
ROLAND .....................
(208) 522 -1244
GUVtK
G -1 VICINITY MAP /LOCATION MAP /INDEX /ABBREVIATIONS /CONTACTS
P -1 SITE PLAN
PP -1 FAIRVIEW AVENUE -PLAN & PROFILE
PP -2 VALLEY VIEW DRNE -PLAN & PROFILE
PP -3 PLEASANT VIEW DRIVE -PLAN & PROFILE
PP -4 ? DRIVE -PLAN & PROFILE
PP -5 WESTVIEW DRNE -PLAN & PROFILE
0 -1 STREET SECTIONS /HANDICAP ACCESS DETAILS
D -2 WATER DETAILS
D -3 IRRIGATION & WATER DETAILS
D -4 SANITARY SEWER DETAILS
0 -5 MISCELLANEOUS DETAILS
ELEV.
ELEVATION
FF
FINISHED FLOOR
INV
INVERT
O.C.
ON CENTER
REQ'D
REQUIRED
STD
STANDARD
TEMP
TEMPORARY
TYP
TYPICAL
TBC
TOP BACK OF CURB
FL
FLOW LINE OF CURB
ROJECT LOCATION
�Itkel:
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S S \ONAL EN /
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PROPOSED MANHOLE
VICINITY MAP t
PROPOSED FIRE HYDRANT
Z
PROPOSED WATER VALVE
DATE: JUNE 2004
PROPOSED LIGHT POLE
W 4TH SOUTH -' @0
EXISTING MANHOLE
>� w w w A LI, 1b Q'
EXISTING FIRE HYDRANT
W 5TH SOUTH
®
EXISTING WATER VALVE
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Z �n .w Z ��
EXISTING LIGHT POLE
CURB & GUTTER
W 7TH SOUTH � "�`� � °`'"�' �" + I .< — e"ss -+-
SANITARY SEWER
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EASEMENT
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1 12
. No.
LOCATION MAP
PRO,ECT NO. 03207
Schiess &Associates
ENGINEERING • PLANNING • LAND SURVEYING
Idaho Falls 522 -1244 Rexburg 356 -6092
BART STEVENS
VALLEYVIEW DIVISION #5
UTILITY UPGRADES
VICINITY & LOCATION MAP /LEGEND
INDEX /ABBREVIATIONS /CONTACTS
DATE: JUNE 2004
_
DATE
OESTDNED BY:
K. ROLAND
DRANK Y:
J. CROFT
CHECKED BY:
K. ROLAND
APPROVED BY:
P. SCORESBY
k
NoRIZONTAL SCALE
NTS
VERTICAL SCALE
NTS
G -1
1 12
. No.
LOCATION MAP
/°
+ /
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v / 29 +00
30 +00 0
+ / / s co
/ 10 '
EASEMENT N /�
to / �G
/Z�� 920
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/ 10• UTILITY ` \
EASEMENT /
8 \
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SS NA � F�V
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�y
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PROJECT NO. 03207 VALLEYVIEW DIVISION #5 %HMT
DAZE JUNE 2004 Schiess & Associates UTILITY UPGRADES P -1
N0. OESCRIP710N REV. BY CKD. BY DATE �� BY: DR ANK 6Y:
REVISIONS TO DRAWINGS CHECKED B1^ X. ROIAND APPRDVm er. J. CROFT BART STEVENS SITE PLAN N o. OF
r
tea doe _t or any part thereof M dotW a Yy ENGINEERING- PLANNING • LAND SURVEYING
Apod an
atas and rwll not be copied In y form ithau t wrkten au t orization f of Schlon k K. ROUND P. SCORESBY 2 1 2
Anodatae HORlZ011tA1 SCALE: VERTICAL SCALE Idaho Falls 522 - 1244 Rexburg 356 - 6092
P 100' N/A REV. NO.
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PROJECT NO, 03207
I VALLEYVIEW DIVISION #5 Me
E JUNE 2004 UTILITY UPGRADES
DRAYM BY.
No. ocscmPn0N Schiess & Associates PP-1
V_ J . CROFT REVISIONS TO DRAWNGS CHECKED Or. ROLAM APPROVED BY. ENGINEERING- PLANNING -LAND SURVEYING BART STEVENS FAIRVIEW AVENUE No. OF
This or my Part ff�f in d*W " deeign concept H. the Schleam K ROL" P SCORESBY
K. P PLAN & PROFILE 3 12
Ameadates and shall not be oopl•d in any form wKhmt the wRten =6: of Schism & HORIZONTAL SCALE. VERTICAL SCALE: S4 Idaho Falls 522-1244 Rexburg 356-6092
Associates. I' - loo 10• STA 0+00 TO 0+00 REV. N0.
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HIGH POINT ELEV- 5141.929; HIGH POINT STA -5 +36.11
PVI STA-+� 3.98; PVI ELEV- 5145.700
LOW POINT ElEy- 5132.000 _
LOW POINT ST -10 +46.99
A.OS- 8.091; K +49.436
400 VC
PVI STA-9 +41.99 '
'PVI
5145
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ELEV- 5132.000
AD. -2.991
. . . . . . . I . . . . . . K.70.206, K.70.206,
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SEWER LINE
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5125
5120
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7 +00
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10 +00 11 +00
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7 +00
8 +00 9 +00
10 +00 11 +00
PROJECT NO.
03207
Schiess & Associates
ENGINEERING- PLANNING -LAND SURVEYING
Idaho Falls 522 - 1244 Rexburg 356 - 6092
BART STEVENS
VALLEYVIEW DIVISION #5
UTILITY UPGRADES
PLEASANT VIEW DRIVE
PLAN & PROFILE
SHEET
PP -3
DATE-' JUNE 2004
NO.
O E'SCRIPTION
REY. 8Y
CKD. BY
DATE
OESKXED BY'
B
� RaANe
BY.,
ORAWN BY.,
d cROfT
REVISIONS TO DRAWINGS
CHECKED BY.
K. ROlANO
APPROVED Or.
P. SCORESfiY
Na of
5 12
ThN documen or -y port /hereof h datd or daNgn eonapt M /M prapsrty o} r
t bw k
Sd
Aeodatn and hdl not to oopled N any form of Sohls h
HOR SCALE:
VERTICAL SCALE:
da°
A '
1' - loo'
1 ' a 10'
STA 0 +00 TO 10+49.11
REV. NO.
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EASEMENT
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. . . . . . . . . . . . . . . . . . . . . . HIGH POINT ELEV =5117.000 . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
HIGH POINT STA•22 +58.94
PVI STA =21 +67
. PVI ELEV =5117.707 .
A.D.= -4.932
. . . . . . . . . . K =50692 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. .I - - - _ . PVI STA =27 +84.24
PA ELEV =5113.682
n F a �(frr io in
A.D.-O.237
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�. NO. DESCRIPTION REV. BY CKD. 8Y
REVISIONS TO DRAWINGS
7h1. dowm.nt ar my part thereof In dotal ar door concept Is th . prop.r4yy o1 Schk" t
Aeooclot.o and @had not to oopied in my tam wRhmt the written authakotlon of Sddaa
A.00datee.
21 +00
NO.
DALE
K ROIAND
K ROUND
VE
1' — 100'
22 +00 23 +00 24 +00 25 +00 26 +00 27 +00
J UNE 2004 Schiess & Associates
J. CROFT
e"
P. SCORESBY ENGINEERING•PLANNING -LAND SURVEYING
;CALE Idaho Falls 522 -1244 Rexburg 356 -6092
1• -ta
28 +00 29 +00
BART STEVENS
SS \o NA IL Eti
ST
h pFzE
30 +00 31 +00
VALLEYVIEW DIVISION #5 SHEET
UTILITY UPGRADES PP -4
NO. OF
PLAN & PROFILE 6 12
SG1 20+00 TO 30 +46.21 REV. NO.
3
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PVI STA=81 +93.14
PVI EIEV =5140.150
A.D.--4:.883
. . .K =30.720.
a
n
+ . . . . .
C4 n
. . . . .
5145
5145
I 150' VC
m PVI STA =81 +93.14
°p PVI ELEV =5140.150
+ g AD.= -4:883
m �a . . K =30.720
I
+_ m
5145
58
WE m
m
5140
.
5140
5140
5140
m
5135
m o n
LEFT sloE.,„�.
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RIGHT SIDE
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64 +00 65 +00 66 +00 67 +00
PROECT NO. 03207
Schiess & Associates
ENGINEERING- PLANNING -LAND SURVEYING
Idaho Falls 522 - 1244 Rexburg 356 - 6092
BART STEVENS
VALLEYVIEW DMSION #5
UTILITY UPGRADES
WESTVIEW DRIVE
PLAN & PROFILE
SHEET
PP -5
DATE JUNE 2004
No.
DESCRIPTION
REV. BY
GfD. BY
DATE
�'�� M'.
. RaAra
ORAwN BY:
J. CFwT
REVISIONS M DRAWINGS
CNECIO:D BY:
K RollraD
APPROVED Br.
P S
No of
7 12
This aaaam.nt or any po t eweot to detal or de@lyn aonoept a the propvtY of sohMe@ k
Associate@ and chap not be copied In any form Mthout tM rntttan authorizatbn of Schiess k
HORIZONTAL SCALE
1' 100'
VERnCAI SCALE:
Associate@.
STA 60+00 TO 73 +44.58
REV. NO.
3
V
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0
Q
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0
C 0
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N
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a;
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U
cc
c DEPRESSED ACCESS
ti
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3
V>
Li NOTES:
w
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1. PLACE PREFORMED EXPANSION JOINT FILLER AT DRIVEWAY
CONSTRUCTION AND AT MAXIMUM SPACING OF 50 FT FOR NEW SIDEWALK
a CONSTRUCTION
w
i
2. SIDEWALK TOOLED JOINTS MAXIMUM SPACING IS 5 FT
c
a 3. ALL CONCRETE SHALL BE CURED WITH A CURING COMPOUND AS
SPECIFIED IN THE STANDARD SPECIFICATIONS OR AS DIRECTED BY THE
a ENGINEER.
0 4. MAXIMUM SLOPE AT DEPRESSED ACCESS IS 1:12.
> 5. BROOM FINISH CONCRETE FINISHES.
AT RAMP RUN BROOM FINISH PARALLEL WITH SLOPE.
3
°_' 6. ALL ACCESS RAMPS SHALL HAVE MAXIMUM SLOPE OF 1:12.
T
N
r-
c
N
1 5'
c 1/2" PREFORMED
EXPANSION J01
VAR ES
a�
0
a
5'
- --SLOPES FROM DEPRESSED
1/2" PREFORMEB
C_
EXPANSION JOINT
_
BACKSIDE
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PRESSED 1"
a
1:12 SLOPE
a
WARNING SURFACE,
cc
c DEPRESSED ACCESS
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3
V>
Li NOTES:
w
z
1. PLACE PREFORMED EXPANSION JOINT FILLER AT DRIVEWAY
CONSTRUCTION AND AT MAXIMUM SPACING OF 50 FT FOR NEW SIDEWALK
a CONSTRUCTION
w
i
2. SIDEWALK TOOLED JOINTS MAXIMUM SPACING IS 5 FT
c
a 3. ALL CONCRETE SHALL BE CURED WITH A CURING COMPOUND AS
SPECIFIED IN THE STANDARD SPECIFICATIONS OR AS DIRECTED BY THE
a ENGINEER.
0 4. MAXIMUM SLOPE AT DEPRESSED ACCESS IS 1:12.
> 5. BROOM FINISH CONCRETE FINISHES.
AT RAMP RUN BROOM FINISH PARALLEL WITH SLOPE.
3
°_' 6. ALL ACCESS RAMPS SHALL HAVE MAXIMUM SLOPE OF 1:12.
T
N
r-
c
N
1 5'
c 1/2" PREFORMED
EXPANSION J01
VAR ES
a�
0
a
- --SLOPES FROM DEPRESSED
C_
TO NORMAL HEIGHT
_
E
1:12 SLOPE
FOR DETECTABLE
5
1:12 SLOPE
a
WARNING SURFACE,
17 '
co
FOR DETECTABLE WARNING
SCORE MAIN RAMP
CKO. BY
SURFACE, SCORE MAIN RAMP
CURB AT FRONT
AND FLARED
AND FLARED SURFACES
OF ACCESS CUT
CHECKED BY:
PARALLEL TO SLOPES W/ 1 °
FLUSH WITH
GUTTER
FLUSH WITH
DEEP TOOLED JOINTS ® 6"
TO SLOPES W/ 1 °
P. SCORESBY
o.c. IN CONCRETE.
FOR DETECTABLE WARNING SURFACE,
c
N
VERTICAL SCALE:
6tTS
SCORE MAIN RAMP AND FLARED
Meoclatee.
® 6" o.c. IN
SURFACES PARALLEL TO SLOPES W/
c
1" DEEP TOOLED JOINTS ® 6" o.c. IN
CONCRETE.
cc
c DEPRESSED ACCESS
ti
c
3
V>
Li NOTES:
w
z
1. PLACE PREFORMED EXPANSION JOINT FILLER AT DRIVEWAY
CONSTRUCTION AND AT MAXIMUM SPACING OF 50 FT FOR NEW SIDEWALK
a CONSTRUCTION
w
i
2. SIDEWALK TOOLED JOINTS MAXIMUM SPACING IS 5 FT
c
a 3. ALL CONCRETE SHALL BE CURED WITH A CURING COMPOUND AS
SPECIFIED IN THE STANDARD SPECIFICATIONS OR AS DIRECTED BY THE
a ENGINEER.
0 4. MAXIMUM SLOPE AT DEPRESSED ACCESS IS 1:12.
> 5. BROOM FINISH CONCRETE FINISHES.
AT RAMP RUN BROOM FINISH PARALLEL WITH SLOPE.
3
°_' 6. ALL ACCESS RAMPS SHALL HAVE MAXIMUM SLOPE OF 1:12.
T
N
r-
c
N
1 5'
c 1/2" PREFORMED
EXPANSION J01
VAR ES
a�
0
a
C_
\
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E
n�
U
FOR DETECTABLE
5
1:12 SLOPE
o °
WARNING SURFACE,
17'
NO.
DESCRIPTION
SCORE MAIN RAMP
CKO. BY
CURB AT FRONT
g
AND FLARED
c
OF ACCESS CUT
CHECKED BY:
SURFACES PARALLEL
FLUSH WITH
o
TO SLOPES W/ 1 °
P. SCORESBY
GUTTER
0
DEEP TOOLED JOINTS
VERTICAL SCALE:
6tTS
Meoclatee.
® 6" o.c. IN
CONCRETE.
2 DEPRESSED ACCESS WITH UTILITY STRIP
0
BORROW
SEAL COA
9'
CAR PARKING
1/2" ASPHALT PLANTMIX P
3 1/2" — 3/4" AGGREGATE
2" GRANULAR BORROW
5' 1
SIDEWALK
12" TYP
12" TYP
GRANULAR BORROW
10' 1 5' 1 11 7' 1 22' 22' 7' 1 5' 1 10'
EASEMT. SIDEWALK I I I LANDSCAPING I LANDSCAPING I SIDEWALK I EASEMT.
SLOPE = 2%
c
PROJECT N 03207
E
DATE JUNE 2004
NO.
DESCRIPTION
REV. BY
CKO. BY
GATE
DESIGNED BY:
K. ROLAND
DRAWN BM
J. CROFT
c
REVISIONS TO DRAWINGS
CHECKED BY:
APPROVED Br.
Thh document or any Part thereof In d" ar design eanapt N the property of schw" t
K. ROLAND
P. SCORESBY
Aesockt" and Mall not be copied In any form rdMout the •+loan authorizotbn of sahle" k
HONZONTAL SCALE
PITS
VERTICAL SCALE:
6tTS
Meoclatee.
CAR PARKING
STREET LIGHT (TYP)
400 WATT SODIUM VAPOR LIGHT
®40' MOUNTING HEIGHT
PRESSURE TREATED WOOD POLE
15'
TRAFFIC LANE
15'
TRAFFIC LANE
24'
2.0% MIN. STRAIGHT GRADE 2.07 MIN. STRAIGHT GRADE
wo 0
GEOTEXTILE FABRIC
PRIME COAT
FAIRVIEW AVENUE TYPICAL SECTION
SEAL COAT
12" TYP
2 1/2" ASPHALT PLANTMIX PAVEMENT
GEOTEXTILE FABRIC 3 1/2" — 3/4" AGGREGATE BASE
12" GRANULAR BORROW
PRIME COAT
LINE
NO U APP
VALLEY VIEW DRIVE /WEST VIEW DRIVE /PLEASANT VIEW DRIVE TYPICAL SECTION
7 r. V}
S Schiess & Associates
b ENGINEERING- PLANNING -LAND SURVEYING
Idaho Falls 522 -1244 Rexburg 356 -6092
VALLEYVIEW DIVISION #5 W1 l
UTILITY UPGRADES
D -1
BART STEVENS STREET SECTIONS / NO. of
HANDICAP ACCESS DETAILS a 12
REV. NO.
13' 1 13' 9'
TRAFFIC LANE I TRAFFIC LANE CAR PARKING
2.0% MIN. STRAIGHT GRADE 2.0% MIN, STRAIGHT GRADE
FB 1100 SERIES
CORPORATION STOP DIRECT
TAP W/ CC THREADS
14
Z
12" BARREL EXTENSION
(PVC) FOR PE PIPE
a
USE SYSTEM THAT
ul
DELIVERS AN EQUIVALENT
SCH 40
PE CORP STOP
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ri
v,
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0 FORD S91 -607 SADDLE
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3
vi
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2
cn
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0
VICE LINE
-3/4 BEDDING
Z
OFFSET CORP.
STOPS 15'
1 WATER SERVICE LINE CONNECTION
0
a TOUCH READ BUTTON
T
0 1" METER
CD
12" BARREL EXTENSION
N
o
o 1"
SCH 40
PVC PIPE WITH
=
S/W CAPS -
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c
F
a
0
N
o
Z STRAP SERVICE LINE
11
TO 1" PIPE WITH
w
w ELECTRICAL TIE
a
c
w 2" MIN.
Z_
(n
STD SIZE POLYTUF
m
0
a METER BOX OR EQUAL
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0
0
C� 0
c
In
0
N
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1" PE SERVICE LINE
METER NOTES:
1. PLACE METERS SO THAT THE TOP OF
THE METER IS BETWEEN 18" AND 22" OF
METER LID.
MATCH EXISTING
LINE SIZE
Z
0
GROUND LINE
LID & COVER
SIDEWALK, STREET OR 2" POST HYDRANT
LAWN LEVEL o o
4
"2" POLYETHYLENE o CRUSHED ROCK
INSULATION PAD 0 �
THRUST BLOCK
ANGLE METER
VALVE — �.;' (IF REQ'D)
2" BRASS STREET "L"
1" IPS SDR -7 HIGH ° 2" PE PIPE WEEP HOLE
MOLECULAR DENSITY <r MALE ADAPTER
POLYETHYLENE PIPE,
CONNECT TO METER
& ANGLE METER VALVE
W /APPROXIMATE FITTINGS 3 FLUSH HYDRANT
i HOUSE SIDE
2' -0"
22 METER BOX AND METER SETTER DETAIL
FOR 1" METERS
U NO. DESC TKAI IRIM 8Y CKD. SYJ DATE
REVISIONS TO DRAWINGS
J This doa nont «any part Owed to dotal or Assign concept is the property of schwa t
Asso and shall not M s
copled in any form wlfhwt the written witwizattan of Schlos t
FLUSH HYDRANT NOTES:
1. CONNECT 2" PE PIPE TO WATER MAIN WITH A 2" CORPORATION STOP &
BRASS SADDLE.
2. KUPFERLE, MAINGUARD MODEL #77 OR EQUIVALENT WITH 2 1/2 INCH
NST NOZZLE, TRAFFIC BREAK -AWAY CAPABILITY AT GROUND LEVEL, EASY
REPAIR, BRASS WORKING PARTS, FULL DRAINING CAPABILITY TO PREVENT
FREEZING, WITH A 2 INCH FIP INLET.
3. FLUSH HYDRANT ACCESSORIES
A. CORPORATION STOP -2" FORD FB -1101 OR EQUAL.
B. SADDLE -2" FORD S91 -607 OR EQUAL.
C. PIPE -2" PE SIDR 7 PER ASTM D2239.
D. CONNECTION TO HYDRANT -USE FORD C86 -77 ADAPTER AND 2 INCH
"STREET" ELBOW.
E. USE FORD #75 STIFFENERS WITH ALL COMPRESSION FITTINGS AND
ADAPTERS AS REQUIRED.
2 1/2" STD NST NOZZLE
O I�HYDRANT
s
VALVE BOX SET
TO FINISHED GRADE O PLACE SAFETY FLANGE OR
FLANGE WITH BREAK AWAY
FINISHED GRADE BOLTS 2" MIN. 8" MAX.
ABOVE GRADE
VALVE NUT EXTENSION TO
WITHIN 6" OF SURFACE
VALVE
z
0
z I
0
DO NOT COVER
DRAIN HOLES
WITH CONCRETE
THRUST BLOCK
THRUST BLOCK 1 CUBIC YARD
OF PIT RUN
DI LINE TO CITY GRAVEL
MAINLINE z
TEE MJ JOINT
(2 "x8 "x12 ") CONCRETE BLOCK
FLANGED JOINT
TYPE 1
2' SPOOL AGGREGATE
BEDDING
VALVE & HYDRANT
CONIC. COLLAR
SCORE CONTROL JOINT #4 REBAR, 12" OVERLAP
4 PLACES
CUT LINE
ASPHALT PAVEMENT
OR EXISTING ROAD W TER V—Q"
�s\o L Ftic
THE WORD "WATER" 00
TO BE ENGRAVED AItE B� L
ON COVER _
SCO
NO. 032 07 VALLEYVIEW DIVISION #5 Sim
JUNE 2004 UTILITY UPGRADES D -2
-� DRAW a� chiess &Associates
K. ROUND J. CROFT BART STEVENS WATER DETAILS
r K. ROLAND P. SCORESBY ENGINEERING- PLANNING -LAND SURVEYING Na 9 12
W — SCAM 10I SCALE Idaho Falls 522 -1244 Rexburg 356 -6092
NTS NTS REV. NO.
2. ALL SERVICE LINES SHALL BE BORED
UNDER EXISTING ASPHALT PAVING. NO
ASPHALT PAVING SHALL BE CUT FOR
SERVICE LINE INSTALLATION.
BLOW -OFF HYDRANT
COLLAR
VALVE BOX SET TO
I
u u
c 1/2" BELOW
FINISHED GRADE
°
I
z
_ FINISHED GRADE O
c
WATTS SERIES
009 RPZ
VALVE NUT EXTENSION I
BACKFLOW
WITHIN 6" OF SURFACE
PREVENTOR OR
2
I
EQUIVALENT
i
THREADED GATE VALVE
i
i I I
n (3" AND LARGER ONLY)
-
'n
1 1
c
1 1
j j
THREADED
I
I
GALV. PIPE
THRUST BLOCK
I I
I I
a
I I
USE RESTRAINED JOINT TEE FOR
c 3" AND LARGER IRRIGATION
_
I
SERVICE, USE A CORP STOP FOR
i
r 2" OR SMALLER INSTALLATIONS
L------ ------J
RESTRAINED JOINT
WATER METER IN BOX
PIPE PER IRRIGATION
SEE NOTE 3
DESIGNER 1
TYPICAL IRRIGATION SERVICE
f
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r,
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> ?r
3
T
m
0
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DUCTILE
IRON MJ TEE
r-8x6 REDUCER
INCH CURB STOP PLACE
IITHIN 12" OF BACK OF SIDEWALK
r <2 END WITHOUT STRESSING PIPE
NO OP P " PE DRINKIN WATER SE RVICE
6" FIRE SPRINKLER SERVICE
r 6" C -900 BRASS SADDLE AND CORP
SERVICE LINE STOP FOR 2" DRINKING
WATER SERVICE LINE
0
i
BACK OF SIDEWALK
c
�
C -900
E WATER MAINLINE
o �
T
c
0
0
c
n 0 WATER SERVICE DETAIL
0
c
:3 NO. DESCWP1M REV. BY Clm. 8Y DALE
V
° REVISIONS TO DRAWINGS
This doament a any part lhenof h d" or deelgn oanoept M fM properlyy of Sehiees k
Aeeodatee and sholl not be copied In any form rdMoot the rrltten auewrizotlon of Sohlea t
Apodatea.
TOUCH READ BUTTON
RING
0
- a
w
Li
o'.
O
U
2'
12" BARREL EXTENSION
1 1/2" OR 2" METER,
U)
z
Uj 2" SCH 40
v PVC PIPE WITH
S/W CAPS -/
w
N STRAP SERVICE LINE
TO 2" PIPE WITH
ELECTRICAL TIE
° 2" MIN.
OVERSIZED POLYTUF
METER BOX OR EQUAL
1 1/2" OR 2"
PE SERVICE LINE
AS REQ'D
2 4" LID & COVER
SIDEWALK, STREET OR
LAWN LEVEL
2" POLYETHYLENE
INSULATION PAD
VALVE
- 1 1/2" OR 2" IPS SDR -7 °
HIGH MOLECULAR DENSITY
POLYETHYLENE PIPE,
CONNECT TO METER
& ANGLE METER VALVE
W /APPROXIMATE FITTINGS
TO BACKFLOW PREVENTOR
AND SPRINKLER SYS
2' -9"
3 IRRIGATION METER BOX AND METER SETTER DETAIL
FOR 1 1/2" & 2" METERS
TOUCH READ BUTTON --\ ,FRAME & COVER
GRADINGS
2-6
AS NE
0 5" MIN.
I ECCENTRIC CONE o
� z
0
i
in
GASKET ALL JOINTS
PRECAST CONCRETE MANHOLE
BARREL SECTIONS AS REQ'D
TO BACKFLOW
FLOW PREVENTOR AND
SPRINKLER SYSTEM
X
a
FLEXIBLE KOR -N -SEAL 3" OR 4" METER
CONNECTOR
S\ NA
�S0 Eti i
STf cti
k CL
12" PIT -RUN FILL Ap p
4 IRRIGATION METER BOX AND METER SETTER D q � F. �, °
- FOR 3" OR 4" METERS .'ly SIC
0
No. 03207 VALLEYVWW DIVISION #5
JUNE 2004 Schiess & Associates UTILITY UPGRADES
D -3
er ENGINEERING•PLANNING•LAND SURVEYING
BY., K. ROLAND oRAwN aY J. C ROFT S4 BART STEVENS IRRIGATION & WATER DETAILS NO. 10 w
12
APPROVED Sr.
K. ROLAND P. SCORESBY
X SCALE VEIMAL SCALE Idaho Falls 522 -1244 Rexburg 356 -6092
NTS NTS REV. NO.
I �DIA. AS RE BY
' SPRI SYSTEM
SYSTEM
DESIGN (BY OTHERS)
NOTES THIS SHEET:
1. SIZE BACKFLOW PREVENTOR PER
IRRIGATION SYSTEM DESIGN (BY
OTHERS).
z. IRRIGATION SERVICES ARE TO
BE PLACED PER IRRIGATION
DESIGN (BY OTHERS).
3. USE METER BOX DETAILS AND
SIZES IN ACCORDANCE WITH CITY
OF REXBURG REQUIREMENTS AND
IN ACCORDANCE WITH IRRIGATION
SYSTEM DESIGN NEEDS (BY
OTHERS).
SrZ e!
N
z
C
V
a
C
0
0
N
1 PLAN
cc —
C
I
3
C/� FRAME &COVER
w
w I
a
NOTES:
\
1. ALL SERVICE LINES TO BE 4"
w
�\_ 6'MIN
0
OTHERWISE NOTED.
c
2. TYPE "C" SERVICE WILL ONLY BE
'
C MATERIAL \\
/ \ "TO
BY THE ENGINEER.
PROJECT N 03207
\
0
15 FT. DEEP OR GREATER WITH
oa
< 00
0 0 0°
PRE APPROVAL BY THE ENGINEER.
a
4. USE 6" OF TYPE I BEDDING ALL
DATE JUNE 2004
MAX
U
NO.
°a
w
CKD. BY
SHAPED UNDISTURBED SOIL
DESIGNED BY:
K. ROLAND
EXCAVATE FOR BELL HOLES.
d
SHAPED SUBGRADE GRANULAR
FOUNDATION
PIPE BEDDING DETAIL FOR FLEXIBLE PIPE
a
a
it
MAX
3
a 4'-0" DIA
r__I
R
IBER GASKET
GROUT ALL AROUND
COMPACT 1' MAX. BACKFILL
TO 95 OF ASTM D -698
NOTES:
\
1. ALL SERVICE LINES TO BE 4"
0
�\_ 6'MIN
0
OTHERWISE NOTED.
i
2. TYPE "C" SERVICE WILL ONLY BE
ALLOWED IF SPECIFICALLY APPROVED
C MATERIAL \\
/ \ "TO
BY THE ENGINEER.
PROJECT N 03207
\
0
15 FT. DEEP OR GREATER WITH
oa
< 00
0 0 0°
PRE APPROVAL BY THE ENGINEER.
0
4. USE 6" OF TYPE I BEDDING ALL
DATE JUNE 2004
MAX
N
NO.
°a
w
CKD. BY
SHAPED UNDISTURBED SOIL
DESIGNED BY:
K. ROLAND
EXCAVATE FOR BELL HOLES.
d
SHAPED SUBGRADE GRANULAR
FOUNDATION
PIPE BEDDING DETAIL FOR FLEXIBLE PIPE
CHECKED BY:
a
it
MAX
K. ROlANO
P. SCORESBY
MAX
MAX
oo
HORIZONTAL SCALE:
VER71CAL SCALE:
Associates and ehap not be copied M my form rhhout the wittan autharlxatlon of Schloss k
zrJ
Associates.
NTS
NTS
R
IBER GASKET
GROUT ALL AROUND
COMPACT 1' MAX. BACKFILL
TO 95 OF ASTM D -698
NOTES:
\
1. ALL SERVICE LINES TO BE 4"
�\_ 6'MIN
0
OTHERWISE NOTED.
\ \ COMPACT APPROVED \
2. TYPE "C" SERVICE WILL ONLY BE
ALLOWED IF SPECIFICALLY APPROVED
C MATERIAL \\
/ \ "TO
BY THE ENGINEER.
PROJECT N 03207
\
95 OF ASTM
D -698
15 FT. DEEP OR GREATER WITH
oa
< 00
0 0 0°
PRE APPROVAL BY THE ENGINEER.
MAX
4. USE 6" OF TYPE I BEDDING ALL
DATE JUNE 2004
MAX
\`
NO.
DESOMPTION
REV. BY
CKD. BY
SHAPED UNDISTURBED SOIL
DESIGNED BY:
K. ROLAND
EXCAVATE FOR BELL HOLES.
\
SHAPED SUBGRADE GRANULAR
FOUNDATION
PIPE BEDDING DETAIL FOR FLEXIBLE PIPE
6' MIN
c
6" MIN PREFABRICATED BASE. CAST IN
PLACE BASES ARE ACCEPTABLE WITH
-� APPROVED DESIGNS.
T e
z
I I I I-1 I I -11 IJ I I� I i
a -
- m
0!
0 o
- z UNDISTURBED EARTH
Uj
} m A SEWER MANHOLE SECTION
C
0
2 PIPE B EDDING DETAILS
S Schiess & Associates
b ENGINEERING - PLANNING -LAND SURVEYING
Idaho Falls 522 -1244 Rexburg 356 -6092
M
NOTES:
1. ALL SERVICE LINES TO BE 4"
INSIDE DIAMETER UNLESS
0
OTHERWISE NOTED.
0
00 `
2. TYPE "C" SERVICE WILL ONLY BE
ALLOWED IF SPECIFICALLY APPROVED
"E"
BY THE ENGINEER.
PROJECT N 03207
3. TYPE "E" ALLOWABLE FOR TRENCHES
E
E
15 FT. DEEP OR GREATER WITH
oa
< 00
0 0 0°
PRE APPROVAL BY THE ENGINEER.
,o oo
4. USE 6" OF TYPE I BEDDING ALL
DATE JUNE 2004
AROUND EACH SERVICE.
U
NO.
DESOMPTION
REV. BY
CKD. BY
DATE
DESIGNED BY:
K. ROLAND
DRANN BY:
J. CROFT
\
9 .
REVISIONS TO DRAWINGS
CHECKED BY:
APPROVED BY:
it
MAX
K. ROlANO
P. SCORESBY
MAX
MAX
This docum t or my part thereof h dotal or d. Wgn cmoWt M the pvpntyy of Sehk— k
HORIZONTAL SCALE:
VER71CAL SCALE:
Associates and ehap not be copied M my form rhhout the wittan autharlxatlon of Schloss k
zrJ
Associates.
NTS
NTS
2 PIPE B EDDING DETAILS
S Schiess & Associates
b ENGINEERING - PLANNING -LAND SURVEYING
Idaho Falls 522 -1244 Rexburg 356 -6092
M
3 SANITARY SEWER
SERVICE LINES
°o
TEE OR APF
CONNECTION
TYPE C
(SEE NOTE 2)
20VE
CONNECTION
TYPE A & D
v
�i UJ
c NA L £�
F G \ST£
Q
a
s o
F
scot x
BARTSTEVENS
ate .
TYPE E
(SEE NOTE 3)
VALLEYVIEW DIVISION #5
UTILITY UPGRADES
SANITARY SEWER DETAILS
D -4
OF
11 12
V. No.
NISHED GRADE
MANHOLE NOTES:
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.
COLLAR
PRECAST MONOLITHIC
CONCENTRIC CONE SECTION
GASKET ALL JOINTS
PRECAST CONCRETE MANHOLE- BARREL
SECTIONS AS REQ'D
6
CAP OR PLUG AND INSTALL
SERVICE LINE MARKER
PER SD -512 (TYP.)
MIN. GR ADE 1 /4 " /FT O)q,
4 " -1/8 OR 1/16
1 BEND AS NEEDED
ABSOLUTE MIN. GRADE 1 /8 " /FT.(1 %)
FINISH R
� GRADE r---1
GRADE 1/4"
2 -45' BENDS
N. GRADE 4/FT.(2 %)
COMPACT 1' MAX.
BAcKnLL IN 6' LAYERS
NOTES:
1. ALL SERVICE LINES TO BE 4"
INSIDE DIAMETER UNLESS
0
OTHERWISE NOTED.
0
00 `
2. TYPE "C" SERVICE WILL ONLY BE
ALLOWED IF SPECIFICALLY APPROVED
"E"
BY THE ENGINEER.
3. TYPE "E" ALLOWABLE FOR TRENCHES
° o
15 FT. DEEP OR GREATER WITH
oa
< 00
0 0 0°
PRE APPROVAL BY THE ENGINEER.
,o oo
4. USE 6" OF TYPE I BEDDING ALL
AROUND EACH SERVICE.
3 SANITARY SEWER
SERVICE LINES
°o
TEE OR APF
CONNECTION
TYPE C
(SEE NOTE 2)
20VE
CONNECTION
TYPE A & D
v
�i UJ
c NA L £�
F G \ST£
Q
a
s o
F
scot x
BARTSTEVENS
ate .
TYPE E
(SEE NOTE 3)
VALLEYVIEW DIVISION #5
UTILITY UPGRADES
SANITARY SEWER DETAILS
D -4
OF
11 12
V. No.
NISHED GRADE
MANHOLE NOTES:
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.
COLLAR
PRECAST MONOLITHIC
CONCENTRIC CONE SECTION
GASKET ALL JOINTS
PRECAST CONCRETE MANHOLE- BARREL
SECTIONS AS REQ'D
6
CAP OR PLUG AND INSTALL
SERVICE LINE MARKER
PER SD -512 (TYP.)
MIN. GR ADE 1 /4 " /FT O)q,
4 " -1/8 OR 1/16
1 BEND AS NEEDED
ABSOLUTE MIN. GRADE 1 /8 " /FT.(1 %)
FINISH R
� GRADE r---1
GRADE 1/4"
2 -45' BENDS
N. GRADE 4/FT.(2 %)
COMPACT 1' MAX.
BAcKnLL IN 6' LAYERS
TO 95X OF ASTM D -698
1 IS
\
�\ 6' MIN
\` COMPACT
\
BEDDING MATERIAL
9
TO 95X OF
\
9 .
\\
it
MAX
MAX
MAX
zrJ
SHAPED UNDISTURBED SOIL
EXCAVATE FOR BELL HOLES.
SHAPED
SUBGRADE
GRANULAR
FOUNDATION
PIPE BEDDING
FOR RIGID
PIPE
TYPE B
1/8 LONG - 7
RADIUS BEND -\ I '
m
@ A
z
c
a
v
a
a
c
0
N
c
Ln
I
0
W
W
T
a
F-
w
/
c
a
U
Ln
zu-
°
N
D
3
T
°
0
r.
c
N
0
c
G
0
a
m
0
0
0
/ �
,��N �
3
THRUST BLOCK NOTES:
1. WRAP ALL FITTINGS WITH 8 MIL POLYETHYLENE ENCASEMENT
TO PREVENT 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.
DIMENSION FOR THRUST BLOCKING
FITTING
TEES & PLUGS
90' BEND
45' BEND & WYES
REDUCERS &
22' BEND
SIZES
A
B
A
B
A
8
A
B
4 „
1 . �„
1 ,_ 2 „
1 ._ 9 „
1 , 6 „
1'_8"
0' -10"
1' - 7"
0 _6"
6"
2' -0"
1' -11"
2' -5"
2' -2"
1' -10"
8
2 -8
2 -6
S-2
3- 0
2 -5
2-1
1' -9"
1' -6"
10"
3' -4 "
3' -3"
4' -0"
3' -10"
3' -0"
2' -9"
2' -2"
1' -11"
12"
4' -0"
3' -10"
4' -8"
4' -8"
3' -8"
3' -3"
2' -7"
2' -3"
14"
5' -5"
3' -10"
6' -6"
4' -11"
4' -9"
3' -5"
3' -5"
2' -5"
BEND TE E
1 THRUST BLOCKING DETAIL
61 2 TYPICAL WATER LINE PLACEMENT
U
D
O
11 C __... PROJECT NO.
a DAM
E DESIGNED 8Y:
DESORPTION REV. BY CI�.I.A�. K. ROLAND
U D NO, ° REVISIONS TO DRAWINGS CHECKED en
o K. ROLAND
/ Am Aao�wc °o m and « rhos got M o� M any f m M� tt the dttten e wfharlmtIon a Schism & HORIZONTAL SCALE
A»omatm NITS
c
a
ZONE 1
A ) WATER AND SEWER MUST BE SEPARATED BY 18
v B) INCHES, AND ONE FULL, UNCUT LENGTH OF WATER
PIPE MUST BE CENTERED OVER THE CROSSING SO
THAT THE JOINTS ARE AS FAR AS POSSIBLE FROM
THE SEWER.
ZONE 2 (WATER<18" ABOVE TOP OF SEWER)
A) ONE FULL, UNCUT LENGTH OF WATER PIPE MUST BE
CENTERED OVER THE CROSSING SO THAT 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 BOTH SIDES OF THE CROSSING, OR;
C) EITHER THE SEWER LINE OR THE WATER LINE OR 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.
ZONE 3
SAME REQUIREMENTS AS ZONE 2 EXCEPT THE SEWER
MAIN MUST ALSO BE SUPPORTED ABOVE THE
CROSSING TO PREVENT SETTLING.
ZONE 4
SAME REQUIREMENTS AS ZONE 1 EXCEPT THE SEWER
MAIN MUST ALSO BE SUPPORTED ABOVE THE CROSSING
TO PREVENT SETTLING.
SITE SPECIFIC APPROVAL FROM DEQ MUST BE SECURED
BEFORE ZONE 2 OR 3 INSTALLATIONS ARE MADE.
REFER TO IDAPA 58.01.08 IDAHO RULES FOR PUBLIC
DRINKING WATER SYSTEM.
03207
JUNE 2004 Schiess & Associates
J. CROt7
BY'. ENGINEERING- PLANNING -LAND SURVEYING
P. SCORESSY Idaho Falls 522 -1244 Rexburg 356 -6092
CAM S
NITS --
1/4" TOOLED RADIUS
2"
R =2' TOP OF CONCRETE
1/2" SIDEWALK TO
O ABOVE
fRACK OF CURB
2' -6"
a
0
I
R =3"
3 STANDARD CURB & GUTTER DETAIL
TYPICAL PARKING LOT
0 ° ° ° °0 °0°
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 000000000000 °000000
00 0 ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 °0 ° 0 ° 0 ° 0 ° 0 ° 0 ° 0 ° 0
0 ° ° 0 ° O ° O ° O ° O °
0 ° 0 0 0 0 0 0 0 0 0 \ \<
0 / / \ �/
0 ° O ° O ° 0 ° 0 ° O °0
O ° 0 ° O ° O ° O ° O ° O \ \/
° O ° O 0 ° 0 0
0 0 0 0 0
0
0 0 0 0 ° 0 0 0 0 0
0 0 0 0 0 0
NATIVE MATERIAL o ° 0 ° 0 ° 0 ° 0 ° 0 ° 0
0000000000000
0 z
3 0 0 0 0 0 0 0 0 0 0 0
0
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0
0
Z � 0 0 0 o 0
O_
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Kr
m
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4 �G1ST eRFC���
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4 STANDARD TRENCH DETAIL QR �
BY?,TH - �iJEE�t IN �AQP� �UCATTOi`t
r
SC
VALLEYVIEW DIVISION #5
UTILITY UPGRADES D-5
BART STEVENS MISCELLANEOUS DETAILS NO. 2 OF 12
REV. NM
REDUCER