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SEWERANDWATER
REXBURG CITYENGINEER
i 0)
REVIEWED BY: DATE:
BLOCK /2
ROCKY MOUNTAIN POWER
I p
REVIEWED BY DATE:
SHEET4
W0ISD4SCHOOLDST
�iN2s ��
DEBpN
IX 6S1W
MV ll.ae
M 168 I M 10 14A 148 13A I W I N 128 11A I iG
SUMMERFIELD PLANNED RESIDENTIAL
IX
DEVELOPMENT, CONTRUCTION PHASE NO. 1A
mN°°
PART OF THE SOUTHEAST QUARTER OF SECTION 26,
I1
SN,
TOWNSHIP B NORTH, RANGE 38 EAST OF THE BOISE MERIDIAN
NO.3
2400 WEST STREET 700 SOUTH STREET
rrvn`�E�
i
CITY OF REXBURG, MADISON COUNTY IDAHO
SEWERANDWATER
xaKreauLNIE
NOA
1000 SOUTH STREET
cLY]ERux6
REVIEWED BY: DATE:
SEWERANDWATER
REXBURG CITYENGINEER
i 0)
REVIEWED BY: DATE:
--b.@--- xewwAruuxe
ROCKY MOUNTAIN POWER
I p
REVIEWED BY DATE:
13N.
QWEST COMMICA7/ONS
REVIEWED BY: DATE:
SEWERANDWATER
INTERMOUNTAIN GAS
j
C___
SHEETINDEX
SHEETNO. SHEETNAME
N0.1 TITLESHEET
PLANANDPROFILE
NO.2
24100 WEST STREET
LEGEND
90.Np]
SEWERANDWATER
°x" anew
SN,
ecunoaavuxe
NO.3
980SOUTHSTREET
------ waw NUlKusEnmr
SEWERANDWATER
xaKreauLNIE
NOA
1000 SOUTH STREET
cLY]ERux6
SEWERANDWATER
—"`"— iPd'aawraavaewu
GRADING AND DRAINAGE
--b.@--- xewwAruuxe
...........T
N0.6
REET
SEWERANDWATER
XEx'cweAvoovrM
Keexrnvwr
NO.6
2400 WEST STREET
ucxTPol[a
GRADING AND DRAINAGE
NO.7
2400WESTSTREET
GRADING AND DRAINAGE
NOS
SWPP
COUNTY ROAD
1000 SOUTH
_______________________________________________________
—__-_-_-_._-_-_-_----._-_-----_-_-.�
1314.23'
SOUTHEASTCORNER
OF SECTION 26
General Nolea
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No. Revision/Issue Date
SFn x... w Aaa,m
WAYNE L. CROWAND ASSCCWTEAINC.
CIVIL ENGINEEMNO AND LAND SURVEYING
9W8PRINGCMWR0A0
PROVIDENCE• UTAH 84352
(435)]529]55
v. rpwx aw ream
CONSTRUCTION DRAWINGS
SUMMERFIELD PRD
OVERALL SEWER, WATER AND
DRAINAGE PLAN
RwMu
AIM
90.Np]
1 OF 8
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General Notes
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. -_ --_ ----------' -- T9O---------CIVIL ENOINEEMNOAD SURVE---_--------_ _ _ .
_-------------------------------- - -- ---- PROVDNDE
ESa6i8VR4M 62.0%M
AAoese
KLL a SFE HOR .
J
CONSTRUCTION DRAWINGS
SUMMERFIELD PUD
2400 WEST SEWERAND WATER
4825 oe ., .. ... ...:._ .. PLANANDPROFILE
...
....... .. .. ....... ... .. .. ...-.. ....:... .... .:...
Oxro.w fa00.00 2x00.00 9ro0.00 IA0p,0p 6xOD.00 6Np.00 1xW.00 6.00.00 � FW.OJ 1MPo.0U 11x0000 12xOC.00 . iJMO.W 14W0.00 15x00.00 ts•OOPo
2400 WEST STREET a4w2
2ii6w 2 OF 8
w rma
C 14' F
S'PVCSB..
SSMHM0.14
-' TOPELEV 4&w -
LESSTHENIS-VERMAL
9tl4a0 ETO SOUTH
SSMHWS50
M
3 OF 8
OP ELEV O.6
.
9+140
33MH NO3, 49
OPE EV. 19.48 Q
E INV. 4303
SEPARAMNONSER✓ICELINES.
TOPELEV. I8.14
WINV, 41.17
TOPELEY 4874
S. INH 39.74
WATER AND SEWER WINS
NINV, 1165
E, WV, 4107
WINV 1046
W. INV. 39.81
vvSIN
SEENOTEE.INV.
41.15
E. INV. 40M
F O
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1690.W .....'. ;....'.........'........
....'...
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m2
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ti
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S-0.40%
960 South
S=0.63%
du
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S-0,42%
04P% -�
L�
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........................
14316
-�
5 -041 .....0411% ............,
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- - - -
CENTERLINE DESIGN c
:
.. .. .. .......
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S=1.1 .7%.......485000
14kf4k144S'c(i05b
C 14' F
S'PVCSB..
SSMHM0.14
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. ... ... .... ... ... .. }NIA IY%S a8
... .... .... d810.00
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W WIN84A13
LESSTHENIS-VERMAL
9tl4a0 ETO SOUTH
SSMHWS50
M
3 OF 8
OP ELEV O.6
.
9+140
33MH NO3, 49
OPE EV. 19.48 Q
E INV. 4303
SEPARAMNONSER✓ICELINES.
TOPELEV. I8.14
WINV, 41.17
TOPELEY 4874
S. INH 39.74
WATER AND SEWER WINS
NINV, 1165
E, WV, 4107
WINV 1046
W. INV. 39.81
SEENOTEE.INV.
41.15
E. INV. 40M
F O
W
1690.W .....'. ;....'.........'........
....'...
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- - - - -
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--ura ... xEWWamNLWE
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---
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____ _ _ ________________________
____________ _________________ _
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W WIN84A13
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9tl4a0 ETO SOUTH
SSMHWS50
M
3 OF 8
OP ELEV O.6
.
9+140
33MH NO3, 49
OPE EV. 19.48 Q
E INV. 4303
SEPARAMNONSER✓ICELINES.
TOPELEV. I8.14
WINV, 41.17
TOPELEY 4874
S. INH 39.74
WATER AND SEWER WINS
NINV, 1165
E, WV, 4107
WINV 1046
W. INV. 39.81
SEENOTEE.INV.
41.15
E. INV. 40M
W INV 41.86
1690.W .....'. ;....'.........'........
....'...
.'...
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... ..'.....
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No. R/NeIOR/lasu/ Date
WAYNE L. CROW AND ASSOCIATESINC
CIVIL ENGINEERING AND LAND SURVEYING
JWSPRINGCREEKROAD
PROVIDENCE UTAH SOS?
(447523755
En,M Wmr W Wain
CONSTRUCTION DRAWINGS
SUMMERF/ELD PUD
86/0 SOUTH SEWER AND WATER
PLAN AND PROFILE
PnM
JOM07
M
3 OF 8
R6M
.�a �s� I°x`w`r `' iii iii S y ••''••••••
1 2 F3� 4 „� 6 7,.63�'Li0y gxg ggc� j 1 2 3 4 5 6 7 8 9 10 11 12 4 g
kCm I,I 111 & Bi W 26
8'WALK BLOC 'i a �� BLOCK 12 iii lj E SS OOYNELtT
��'\ 6'WALK
THRUST aOCK
1 4
1000 SOUTH STREET
ai N • gi
25� diC
EXISTING EDGE
OFASPHALT
y 0•E9 " INV. ELEV. 3803
C FIRE -HYO. FIELD VERIFY PRIOR
WyALVE TO CONETRUCTION
ANUSrMPIO
NEWGRADE
z= _________�
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C
TSC ELEV 4862
TEC ELEH 49.50
TBC ELEV'48.5f
TICECFV. 4G73
-
(A
INV. ELEV 46.60
Wv. ELE 45 SO
INV. ELEV 19.75
INV. REV 46.70!
g
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m
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46w.ao ...............
5=0.409b
S=0.40% 5=0.40%
40 ......040%
...... .. ..
5=0.40%
...........
..
.....
5=0.5096
.
? O
. ...........
LOCATION ....... 484000
' EXISTING EDGE
0•.144
1.81.43
4.31.92
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BMP 35 BMP35.__._-
I
27A
—--- —i 4 5 j 6 7 8
21 CO
9
23
- ----- 22
CONSTRUCTION
LOCK 4 LIMIT
8 B
-I 26A 24 10 11 12 13 !. 14 15 II, 1F,
7 �',,
til III j I _ ,
FIBER 2
DLL � —JBER6 OIL BMP35 FSMPR/yi
- - — -
r7 17 11 Io 1
Ir, eIcwe \ 'a .=i..- o. ere ,o.«a
„os `- 960 SOUTH STREET ~�
— e — — _
r
FIBER ftOLC.
L— �FlBERROLL
BMP -
t 2 3 4 5 61 7 8<19 10 I 9 2 3 I 4 5 6 7 8 9
5 wau< _ ,I : BLOCK 12
STABILIZED
BLOCK 8 CONSTRUCTION
ENTRANCE BMP5 s L ALK j
13
Is
�� 900 SOUTH STREET
-- CONSTRUCTION 'sr e"'
- LIMB 11�1—
I
-
308
8 OF 8
BMP 35
FIBER ROLL -
-f _ FIBER ROL
o /BMP35
BMP 35
17
n
�__I }I
STABIDZED
TEMPORARYPIT/FOR
CONSTRUCTION
CONCRETE WASTE - BMP 13
O
�
860 SOUTHET
\\
-
30A
EDr
—
-- —
N
CONJSTRUCT16N
2 3
`o
-
18
OMq
1
y
r
THE GENERAL PERMIT
----i
II
—
296
— —f
I
—
TOP S
—
19
--+ —�
-. 18
r
29A
n
10 11
EAST -' 17
Lid
- ___U..
— —
-
--
s i 46
c� II.
288
�
20
15
—
-- -
I
CONSTRUCTION 14
28A
21
4 1 5 1 6 7 8
IL STOCKPILE BMP -9
BLOCK 5
12 13 14 15
I
16
n
15
jLIMIT 900 SOUTH STREET
— —
L1 Ot.`l — _ -- (1)20
2713 "----. _._...---------- Y'
FIBER ROLL f u� FIBER ROLL- 22 �• '__-- - _--� —r-- U
BMP 35 BMP35.__._-
I
27A
—--- —i 4 5 j 6 7 8
21 CO
9
23
- ----- 22
CONSTRUCTION
LOCK 4 LIMIT
8 B
-I 26A 24 10 11 12 13 !. 14 15 II, 1F,
7 �',,
til III j I _ ,
FIBER 2
DLL � —JBER6 OIL BMP35 FSMPR/yi
- - — -
r7 17 11 Io 1
Ir, eIcwe \ 'a .=i..- o. ere ,o.«a
„os `- 960 SOUTH STREET ~�
— e — — _
r
FIBER ftOLC.
L— �FlBERROLL
BMP -
t 2 3 4 5 61 7 8<19 10 I 9 2 3 I 4 5 6 7 8 9
5 wau< _ ,I : BLOCK 12
STABILIZED
BLOCK 8 CONSTRUCTION
ENTRANCE BMP5 s L ALK j
13
Is
�� 900 SOUTH STREET
-- CONSTRUCTION 'sr e"'
- LIMB 11�1—
I
-
FIBER ROLL
8 OF 8
BMP 35
FIBER ROLL -
-f _ FIBER ROL
o /BMP35
BMP 35
I,
0
10 I1 1
STABIDZED
TEMPORARYPIT/FOR
CONSTRUCTION
CONCRETE WASTE - BMP 13
ENTRANCE BMP5
SEDIMENTPONDFORVEHIC
MINT
WASHING
WASHING AND MAINTANCE
\\
-
-
-
_
`o
-
MAIN ENTRANCE SIGNAGE
SEE SECTION 5.11, BOF
THE GENERAL PERMIT
MADISON SCHOOL DIST.
General Notes
CONSTRUCTION SHALL BE ACCORDANCE
WITH IDAHO DEPARTMENT OF
ENVIRONMENTAL QUALITY STORM WATER
CATALOG- BEST MANAGEMENT PRACTICES
(BMP.)
BMP- I: TIMINGOFCONSTRUCTION
BMP- 1' STAGINGAREAS
BMP- 5: STASKAHON OF CONSTRUCTION
ENTRANCE
BMP- ]: DUSTOONTROL
RMP- H COVER FOR MATERIAL AND
EQUIPMENT
BMP. B: STOCKPILEMANAGEMNT
BMP -10: SPILL PREVENTION AND CONTROL
BMP -11: VEHICLE EQUPPMENT WASHING AND
MAINTANCE
RMP -1T WASTE MANAGEMENT
BMP 13 CONCRETE WASTE MANAGEMENT
BMP -14: SANITARYSEPIO WASTE
MANAGEMENT
BMP -19: MATTING
BMP -I9: TOP SOILING
BMP 20: SEEDING
9MP-35: FISERROLLS
BMP -36 SILTFENOE
5 TANA RDS AND SPECIFICATIONS FOR
SELECTED BMP. ARE INCLUDED IN THE
SWPPPTEN,
No Revson/Issue Dote
rann,
WAYNEL CROWANDASSOCIATES,INC.
CIVIL ENGINEERING AND LAND SURVEYING
ISO SPRING CREEK ROAD
PROVIDENCE, UTAH B0.132
(435175297M
s,elen x.m. ena ue»»
CONSTRUCTION DRAWINGS
SUMMERFIELD PRO
STORM WATER POLLUTION
PREVENTION PLAN
•»K"
»,
312007
8 OF 8
22"
0
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