HomeMy WebLinkAboutINFRASTRUCTURE Phase 11 - 23-00368 - Summerfield - PlatWO I ul Itufoxal WN OSHA'
f- D. V e1 r_i l_/ I
VICINITY MAP
SE 4 SECTION 26 TOWNSHIP 6 NORTH, RANGE 39
EAST OF THE BONE MERIDIAN, CITY OF REXBURG,
MADISON COUNTY, IDAHO
INDEX SHEET
SHEET INDEX
SHEET NO.
SHEET DESCRIPTION
1
INDEX SHEET
2
550 SOUTH ROAD CONSTRUCTION
3
2275/2100 WEST ROAD CONSTRUCTION
4
GRADING/ DRAINAGE PLAN
OWNER/DEVELOPER
KARTCHNER LAND MANAGEMENT INC.
ATTN: CODY PUZEY
208-529-2116
CIVIL ENGINEER
ALLIANCE CONSULTING
ENGINEERS, INC.
150 EAST 200 NORTH SUITE P
LOGAN, UTAH 84321
435-755-5121
GENERAL NOTES (APPLICABLE TO ALL CIVIL SHEETS):
1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS, AWWA STANDARDS, CITY OF REXBURG STANDARDS, ISPWC 2020, STATE
OF IDAHO AND ANY OTHER APPLICABLE STANDARDS ISSUED BY THE CONTROLLING
AGENCY.
2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION. ANY
DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS AND FIELD CONDITIONS SHALL
IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE OWNER.
3. CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY AREAS AND/OR MATERIALS
DAMAGED DURING CONSTRUCTION.
4. CONTRACTOR SHALL MAINTAIN ALL ADJACENT PROPERTY (PUBLIC & PRIVATE) FROM
ALL CONSTRUCTION DEBRIS.
5. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITION FROM ALL NEW CONSTRUCTION TO
EXISTING CONDITIONS.
6. CONTRACTOR SHALL PROVIDE ALL NECESSARY AUTOMOBILE AND PEDESTRIAN TRAFFIC
CONTROL DEVICES REQUIRED BY LOCAL, STATE, AND FEDERAL CODES AND ORDINANCES.
7. CONTRACTOR SHALL REPLACE SURVEY MONUMENTS DAMAGED DURING CONSTRUCTION.
SURVEY MONUMENTS TO BE REPLACED BY A REGISTERED, LICENSED LAND SURVEYOR.
8. DIMENSIONS SHOWN ARE TO THE CENTER OF THE PIPELINE UNLESS OTHERWISE
NOTED.
9. DISTANCES SHOWN ALONG PIPELINES ARE HORIZONTAL DISTANCES AND NOT ACTUAL
PIPE LENGTHS. MORE PIPE MAY BE REQUIRED TO COMPLETE CONSTRUCTION THAN IS
DIMENSIONED IN THE PLANS.
10. THRUST BLOCKS SHALL BE PLACED ON WATERLINES AT ALL DIRECTION CHANGES,
FITTINGS, BENDS, ELBOWS, FIRE HYDRANTS AND GATES VALVES AS SHOWN IN THE
PROJECT PLANS.
11. ALL CONCRETE REQUIRED ON THIS PROJECT SHALL BE 4000 PSF (28 DAY)
CONCRETE.
12. CONTRACTOR IS RESPONSIBLE FOR PROVIDING WATER NECESSARY FOR DUST
ABATEMENTK, COMPACTION, ETC.
13. THE CONTRACTOR SHALL BE RESONSIBLE FOR SECURING SOURCES FOR GRANULAR
MATERIALS, WATER, WASTE SITES, AND ANY OTHER MATERIALS SOURCES AS REQUIRED
FOR PROJECT COMPLETION.
14. ANY WORK DONE WITHIN A PUBLIC RIGHT—OF—WAY SHALL BE COORDINATED WITH
THE APPROPRIATE TRANSPORTATION AGENCY AND SHALL MEET THE REQUIREMENTS OF
THAT AGENCY AND THE REQUIREMENTS OF ANY RIGHT—OF—WAY OR SPECIAL USE
PERMITS.
15. THE CONTRACTOR SHALL COORDINATE ALL LIVE TAPS AND ANY OTHER WORK OR
MANIPULATION OF THE EXISTING WATER SYSTEM WITH THE ENGINEER AND THE WATER
SYSTEM OWNER/CITY.
16. ON SLOPING AREAS THE CONTRACTOR SHALL TAKE PRECAUTIONS TO MITIGATE ANY
POSSIBLE EROSION PROBLEMS IN THE TRENCHES DUE TO STORM WATER THAT MIGHT
OCCUR DURING OR AFTER CONSTRUCTION AS DIRECTED OR APPROVED BY ENGINEER.
17. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION CONTROL MEASURES
AS DETAILED IN THE PROJECT PLANS UNTILL FINAL ACCEPTANCE OF THIS PROJECT.
18. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONS NECESSARY TO INSURE
THAT NO STORM WATER/SEDIMENT AND/OR CONSTRUCTION DEBRIS ARE RELEASED FROM
THE SITE. ANY RELEASES SHALL BE CLEANED AND MITIGATED AT THE CONTRACTOR'S
EXPENSE.
19. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACCESS AND RELATED TRAFFIC
CONTROL WITH THE COUNTY, CITY, AND STATE ROADWAY DEPARTMENTS. THE ENGINEER
SHALL REVIEW ALL TRAFFIC CONTROL PLANS.
20. ALL GATE VALVES SHALL BE LOCATED NEAR TO TEES OR CROSSES AND THEIR
ASSOCIATED REDUCERS AS SHOWN ON THE PROJECT PLANS.
21. CONTRACTOR SHALL PROVIDE ALL NECESSARY FITTINGS, HARDWARE, LABOR, ETC. TO
CONSTRUCT VERTICAL AND HORIZONTAL BENDS IN PIPE AS NEEDED TO MEET THE
REQUIRED GRADES, ALIGNMENTS AND COVER REQUIREMENTS.
22. ALL AIR RELEASE VALVES SHALL BE INSTALLED AT THE CREST OF THE VERTICAL
CURVATURE OF THE WATER LINE. CONTRACTOR SHALL RECORD ACTUAL LOCATION OF
VALVES ON FIELD RECORD DRAWINGS.
23. THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF REXBURG AND WITH THE
ENGINEER FOR ALL UTILITY INSPECTIONS PRIOR TO BACKFILLING.
24. THE CONTRACTOR SHALL COORDINATE ALL INSPECTIONS WITH THE ENGINEER. AT A
MINIMUM, THE ENGINEER SHALL BE NOTIFIED TO INSPECT: 1)SEWER PRIOR TO
BACKFILLING, 2)WATER PRIOR TO BACKFILLING, 3)STORM SEWER PRIOR TO BACKFILLING,
4)CURB & GUTTER AND FORMS PRIOR TO POURING, 5)ROADWAY GRADES PRIOR TO
PAVING, 6)ASPHALT DURING PAVING.
25. ALL WATER SYSTEM COMPONENTS SHALL BE INSTALLED, PRESSURE TESTED, AND
CHLORINATED PRIOR TO COMPLETING ANY ROADWAY CONSTRUCTION PER AWWA STANDARD
651.
26. CHLORINATION SHALL BE DONE BY CONTRACTOR AT THE CONTRACTORS EXPENSE.
CONTRACTOR TO DISPOSE OF CHLORINATED SOLUTION ACCORDING TO AWWA STANDARD
C651.
27. ALL SEWER SYSTEM COMPONENTS SHALL BE INSTALLED AND VIDEO INSPECTIONS
DONE AND APPROVED PRIOR TO ASPHALTING. IF NECESSARY, THE CONTRACTOR SHALL
PAY FOR THIS EXPENSE AS IT IS CONSIDERED INCIDENTAL TO SEWER CONSTRUCTION.
DIG LINE
1-800-342-1585
CALL 2 BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE
MARKER OF THE UNDERGROUND MEMBER UTILITIES.
IDAHO STANDARDS FOR PUBLIC
WORKS CONSTRUCTION
I.S.P.W.C. 2020
CONSTRUCTION ON THIS PROJECT SHALL
CONFORM TO THE I.S.P.W.C. STANDARDS
AND CITY OF REXBURG STANDARDS
TONAL £ c
�S
1 9
9a �9TF OF
MA C
N
z
o
I
�
Q
W
J
U
co
0
W
0
ry
n
CL
w
cn �
n N
I
O Li
� LC)
0
0 .�
N z Lo
ro
cnQ o
W J
O
SHEET
1
OF
4 SHEETS
4850
4840
00
�
N N
+
'
O
+
�D 00
II
II
_
Q
>
w
w
w
V
n
a-
Mri i -exist
STA: 16+29.46
7.00 R
Rim: 4849.05
IE-in:
4839.07
IE-out
4838.92
n
M
a)
C6
O
'q-
O
00 00
00
00
�1
�
17+00
I I
I
t_
I+
- PVC SEWER -
Tie to
- existing stub
I E: 4839.35 f
328 LF 8" PVC S=0.4��
rn
. r7
0
0000
rLO
M
aJ 6
00 00
�r
r
aJ O
� t
CoCo
ipIIeZt
section of road to be constructed with future phases
0.40
2 4'dia
TA:
20+29. 6 7.00 R
Rim: 4850.11
IE-in: 4840.86
IE-out
4840.66
r�
rn
NM
r7M
n
Co Co
co
cc cc
00
00 00
Co
0119816
r-r7
O O
00 00
i►0=616
M
r
O O
0000
S UMMERFIELD SUBDIVISION DIVISION NO. I I
550 SOUTH ROAD CONSTRUCTION
0 30 60 120
SCALE: 1 "= 60' (24X36 PLAN SET)
SCALE: 1 "= 10'_VERTICAL
MOW
2-1/2" ASPHALT PLANTMIX PAVEMENT
3-1/2" OF 4" AGGREGATE BASE Ij
USE 12" GRANULAR BORROW
GEOTEXTILE FABRIC BELOW
AND UP SIDES
68' TYPICAL ROAD CROSS-SECTION
I
s W
0
Lq
N
c
O
O7
U
+
Co
7
L
N
U)
N
o
II
II
0
Cy)w
T
o
w
cn
N
c
>
a_ a
�
"I
m
" PVC S=1.4%
Ln n
a7
O O
00 00
0409416
CANAL,
Tee w/
(3) valves
V.TV/O
Plug, cap, block
and provide
temp blow -off
MH3 4'dia
STA: 24+2 .46 7.00
Rim: 4850.43
I E-i n: 4842.66
I E-out: 4842.46
O) 01 01 a)
ro r0 �co r�
a)� OO OO OO
Ln Lr) � V')
0000 00 00 00 00 Co Co
23+00 24+00
0
30"
ROLLED CURB
NOTES:
All sewer laterals to be installed at 5' below
native ground 10' into property.
All hydrants to be Waterous brand.
SIDEWALK
12" GRANULAR BORROW
L 4,!
12"
2.5"
�30"�
�
r
N
O
rn
O +
oo
+
00 �
N
II
II
II
II
�
i?
w
Q
Uj
a
CL
>
> New FH
CL
III- 0.40%
tE�
5' min
8" DI
waterline
203 LF 8" PVC S=0.57c
233
LF 8" PVC =0.4% MH4 4'dia
MH5 4'dia
A: 26+64 6.17 R
STA: 28+66.98 7.09 R
Rim: 4850.85
Rim: 4851.65
IE-in: 4843.79
IE-W: 4844.81
IE-out: 4843.59
IE-E: 4844.81
fro
N
r�
N O)r
N -
N
O
N
_ -n
N r7
N N
N
r LO
N
O
O �
O U')
O LOL
OU
L
L
00
00 00
Co 00
00 00
Co
00
00 00
00 00
co 00
Co Co
Co
25+00 26+00 27+00 28+00 29+00
550 SOUTH STREET
New FH
O
Cy)
r7
LO
+
O
II
U)
CL
400 LF 8" PVC S=0.518%
-
n
N
O
O
O
Lo
00
00
00 00
00
Co Co
co
108196161
Original
ground
31 +00
LEGEND
PROPERTY BOUNDARY
E 8 PVC SEWER
EXISTING PVC SANITARY
SEWER LINE AS NOTED
e-s
EXISTING SEWER LATERAL
PROPOSED PVC SDR35 SANITARY
s PVC sEwEr.��s}
SEWER LINE AS NOTED
4 PSEW
PROPOSED 4" PRESSURE SEWER
PROPOSED 4" PVC SDR 35 SEWER
s
LATERAL (S=2.0% min)
WV
EXISTING WATER LINE -SIZE
E 8 DI WATER sB�
AS SHOWN
e-W
EXISTING WATER LATERAL
PROPOSED DI CLASS 50
�- 8 DI WATER
WATER LINE AS NOTED
PROPOSED 1" SERVICE PER
W
ISPWC SD-401
15 E ADS SD W
EXISTING STORM LINE/CB
15 ADS SD -o
NEW STORM LINE/CB
#
EXISTING STREET LIGHT
NEW STREET LIGHT -PER
CITY STANDARDS
NEW ASPHALT
EXISTING ASPHALT
PROPOSED CONCRETE
�';`�:''•''3''"�=''�• ��::�:�'� �'`'�
EXISTING CONCRETE
;•::r� •'��?:t:::5: •.,.*:�'�? ...f..�;��;::y,.,;:;,?�
•i:. /, r.i.ti!,;�i`i;c
Finish
grade
Tee w/
(3) valves
w
+
w
r
0929
9-2�
q qTF OF SOP P�
AMA CKE�ej
z
0
W
CC
N
z
o
LLI
N
I
Q
�
o
Q
rz
W
LU
J
U
C
Q
�
Q
C' P4
Pq
N
p� -,!V, P4
O �" O
Q
g46 q
q z O
� "
W
E"
LO
w V)
0
ry
n
U)
O
z ( n
U
Q7
O lJ l
L
o
U
r�
+
o
o
o-
New FH
w
New
valve
CL
w
in C
� 1N^^
00 Lo
I
O L0
O O
ON Z
O
J
O
LO
waterline
MP4�'d196 LF8" PVC S=0.6% MH7 4'dia
M
6.56 5.00 STA: 34+63.20 5.00 R
Rim: 4851.96 Rim: 4852.64
IE-in: 4842.74 IE-out: 4843.92
IE-out: 4842.54
01 _ rn� rnao
Co
SHEETo rnN
O O O O O O ON N N N
00 00 00 00 00 0000 00 00 00 00 0000 00
00
LO L U-)SHEETS32+00 33+00 34+00 OF
NOTES:
All sewer laterals to be installed at 5' below
native ground 10' into property.
All hydrants to be Waterous brand.
�°
CO l�
_F_ a) \
cn_0
'C C'
E cn
5ggZ 058�
0GvsV
O
�
20'092-V = A3-13 Ind
90'05817
0
ZO'80+8 = V1S Ind
+
0
o0
i
o
N
CO
E"
N
cD
c
9Z'058�
w
H
CO
v � d
r
5'6t8t
�
� o O
L
I
+ 00
E"
Ov,
0)
0r�v
0 LO
29'098-V = A3-13 Ind
00
6 S' 6 8+9 = V1S Ind
J
U
ono
lt'098-17
9'6-V8-V
uoi}ni}suo0 pDod U1598
J o
16'LZ+9 :V1S o
o
00 00
O
=
lZ'058t
0
C°
00 I o
rn w
+
0
nn'nCQ+i = A-:1-q IA,4
-V8'8-V+5 = V1S Ind
0 OS8t
9'6-V8-V
SUMMERFIELD SUBDIVISION DIVISION NO.11
227512100 WEST ROAD CONSTRUCTION
71
0 30 60 120
SCALE: 1 "= 60' (24X36 PLAN SET)
SCALE: 1 "= 10'_VERTICAL
IR R
h68' I
5' 7' 19.5' 19.5'
2% -► f— 2%
2-1/2" ASPHALT PLANTMIX PAVEMENT
3-1/2" OF 4" AGGREGATE BASE
USE 12" GRANULAR BORROW
GEOTEXTILE FABRIC BELOW
AND UP SIDES
68' TYPICAL ROAD CROSS—SECTION-
30"
ROLLED CURB
L 4,>
12"
2.5"
30"
SIDEWALK
12" GRANULAR BORROW
CANAL
4851.0—_�\✓��--�— r-- ^\ �` /
14 13 12 If I � ' 18
7,695 s.f. 7,695 s.f. 7,704 s.f. 9,6(0 s.f. � 10,�1� s.f. 9 8 % 8 �—�— — , 4 3 t
�L J 11,098 s.f. 11,713 s.f. 11,851 s.f. 11,852 s.f. 11,852 s.f. -,1 ,852 s.f. 11,852 s.f. 11,852 sJ
S W S W S W S W
S w
00
I + s W S W II s W S W S w s W`s w \
850 TEIZ ' 4850.5
I I+ I _ +i Bpi
T---------- -_ 18 5 0co � � 1 0
eve + 8 DI WA ------- _ m -
MH3 �w _ _ q,�•��c, F��
No — — -- M H4 " / bC SE E� 0 8 JPWATER 0 I I WATER 8 bQ W N >i b18W w W TER
S W N - ADS 12 DS sf E t o PVC SEW I 4$51 0 o S WE I SEW+ $51.5 M H 6 +�52EE I
13 a cn n s w ---
6,736 s.f. au,
12,576 10s.f. s W s w s w s W s W ��� W s w
OS
V7 E"
o 11 PT w w
12v i 11,849 s.f. 10,92Y s.f. 10 14s.f. 128 is 14
14 15 18 7 �+0
7,064 s.f. W 10,031 s.f. 10,038 s.f. 10,051 s.f. s.f. 12
13,372 s.f.
sCO
7,+0 a I o
W 8 N.
N LO W
o
11,953 s.f. coi
N
11 ►
7,075 s.f. s M
— W I (/� 3`�f0
s y �
w — - t� ► /� I��
SUMMERFIELD DIVISION 9
5 I pC
e-s
s
r_' e o
e_ e-
e-S _ J cn 3 cn 3 to 3 3 cn 3 3 W W
e-s a-W Ip I I I I I I
e-w �,
— GAS GAS GAS G > H
i Jffh -iseu S !.,'.a. ..:.. ." ._:. .:.. ...♦ a :.g. __.: ...a'. .__ .. _ ..r .a _ .... a. ... _ _ .. :e,-.._. y., _ _.. .. .. ..... _. - ... •.+a+.s. ."%r...':',... _ _ :n"... .., _.
r
LEGEND
PROPERTY BOUNDARY
E s PVC SEWER
EXISTING PVC SANITARY
SEWER LINE AS NOTED
e-s
EXISTING SEWER LATERAL
PROPOSED PVC SDR35 SANITARY
8 PVC SEWER
SEWER LINE AS NOTED
4 PSEW
PROPOSED 4" PRESSURE SEWER
PROPOSED 4" PVC SDR 35 SEWER
S
LATERAL (S=2.0% min)
WV
EXISTING WATER LINE -SIZE
E 8 DI WATER
AS SHOWN
e-W
EXISTING WATER LATERAL
PROPOSED DI CLASS 50
�— 8 DI WATER
WATER LINE AS NOTED
PROPOSED 1" SERVICE PER
W
ISPWC SD-401
15 E ADS SDW
EXISTING STORM LINE/CB
15 ADS SD -o
NEW STORM LINE/CB
#
EXISTING STREET LIGHT
NEW STREET LIGHT -PER
CITY STANDARDS
NEW ASPHALT
EXISTING ASPHALT
•``-"''''3''�''��'
PROPOSED CONCRETE
•:r ?:t::5: •.:.* ...f..�;::y,.;: ;?
EXISTING CONCRETE
:'?
.i..�•r.i.ti!,;�i`i;c
\ J
3 > 00
v 0
>
�) (0 r- N
00
0 � 00
oo L 0
20
+ 00,q-
� 00
0
_ o
E I I
g cn
6'058-V
0
o �
L 1 10758-17 W
ov o 0 8'058�
'E v U N l
Li 0) 10 00- O U)
o C
v
o E l8' 1, 0
v'6 v +
0 o
- (D N
v �
rn o 69' 6S8t
0 rn _0000 8'OS8t
uogon.l4suo0 pDoy ui6a8 _
89'9Z+L :V1S = t Uj 00 00
E . ZC' l S8� 0
+ D' ° 9'0S8-V
w � —
w U)
3 Z l' LS8�
0 9'OS8�
00 I T
_-) CL
U LLJ
Z � z)
N (n
N
i_- 0
I
O � Lo
0
O Z LO
� O �
J
0
SHEET
3
OF
4 SHEETS
S UMMERFIELD SUBDIVISION DIVISION NO. 11
LEGEND
GRADING/DRAINAGE PLAN
0 30 60 120
SCALE: 1 "= 60' (24X36 PLAN SET)
15 E ADS SD
15 ADS SD
PROPERTY BOUNDARY
EXISTING STORM LINE/CB
NEW STORM LINE/CB
NEW MJR CONTOUR (2.5')
NEW MNR CONTOUR (0.5')
ORIGINAL MJR CONTOUR (5')
ORIGINAL MNR CONTOUR (1')
Neenah R-3067 or equivalent grates required
on all catch basins.
TONAL EN��
GIST
-2�
90 qTF OF
z
0
w
CC
0
N
z
o
I
�
Q
0o
w
Q
J
U
Q
�
w
w
o
q oE" q �
�
�� o
q �� � q
co
E+
-
0
ry
n
CL
w
"�
� N
I
00
ry
O �LLi
0
o
o .�
N z Ln
ro
con
O
W J
0
SHEET
4
OF
4 SHEETS