HomeMy WebLinkAboutSID2019-1HASTINGS ECONOMIC DEV. CORP.
INDUSTRIAL PARK NORTH 1ST ADDITION
STREEET IMPROVEMENT DISTRICT NO. 2019-1
NDOT STANDARD PLANS
(C-12 & C-13 ARE MADE APART OF THIS PLAN SET BY REFERENCE. COPIES
CAN BE OBTAINED ON NDOT WEB SITE OR FROM THE CITY ENGINEER.)
�q
PROJECT IACATION
LOCATION MAP
NO SCALE
INDUSTRIAL PARK 42ND ST. EAST x
NORTH IST ADDITION E-�
O
I z
I NE 1/4
�( I a
E-
SW 1/4 ; SE 1/4 0
i
O
x
26TH ST. EAST u)
VICINITY MAP
SEC. 32-8-9
SHEETINDEX
SHEET #
SHEET TITLE
CVR
COVER PAGE
C-1
SITE GRADING PLAN
C-2
UTECHT AVE. PAVING PLAN & PROFILE
C-3
TOWER PAD & STORM DRAIN PLAN & PROFILE
C-4
ENLARGED PAVING JOINT PLANS
C-5
UTECHT AVE. STREET SECTIONS
C-6
UTECHT AVE. STREET SECTION
C-7
UTECHT AVE. STREET SECTIONS
C-8
TOWER ROAD & STORM DRAIN SECTIONS
C-9
TYPICAL PAVING SECTION & DETAILS
C-10
UTECHT AVE SANITARY SEWER PLAN
C-11
UTECHT AVE. WATER SERVICE PLAN
C-12
NDOR EROSION CONTROL STANDARD PLAN 501 - LATEST REVISION
C-13
NDOR SPECIAL PLAN C (TEMPORARY SILT CHECK)
NDOT STANDARD PLANS
(C-12 & C-13 ARE MADE APART OF THIS PLAN SET BY REFERENCE. COPIES
CAN BE OBTAINED ON NDOT WEB SITE OR FROM THE CITY ENGINEER.)
�q
PROJECT IACATION
LOCATION MAP
NO SCALE
INDUSTRIAL PARK 42ND ST. EAST x
NORTH IST ADDITION E-�
O
I z
I NE 1/4
�( I a
E-
SW 1/4 ; SE 1/4 0
i
O
x
26TH ST. EAST u)
VICINITY MAP
SEC. 32-8-9
LOCATION MAP
NO SCALE
TYPICAL MP
SUMMARY OF QUANTITIES
ITEM
PROJECT
LOCATION i
:1
1{j
w
J,
U
•:::•:•:•:•.
APPRO%IV
CONSTRU,
..........
,
1
10" PVC PIPE
crL
LU
.................
2
48" D.x5' L SANITARY SEWER MANHOLE
INC. RING,COVER, BASE, ADJ.
2
EA
3
ADDITIONAL 48" MANHOLE DEPTH
12.24
uj
3
10" x 6" PVC TEE
3
EA
W
6" PVC GLUE -ON PLUG
1 ...................:
EA
5
fy
130
L.F.
WATER
SERVICE EXTENSION
........:...
10" DIP WATER MAIN PC -350
837
L.F.
2
6" DIP WATER MAIN PC -350
6
L.F.
3
10" M.J. GATE VALVE W/BOX
2
EA
4
6" M.J. GATE VALVE W/BOX
1
EA
5
10" FOSTER ADAPTOR
5
EA
6
THRUST BLOCK
2
EA
7
10" x 6" REDUCER
39TH ST. EAST
EA
8
DUCTILE IRON FITTINGS
537
LBS
LOCATION MAP
NO SCALE
TYPICAL MP
SUMMARY OF QUANTITIES
ITEM
DESCRIPTION
QUANTITY
UNITS
SANITARY SEWER EXTENSION
1
10" PVC PIPE
218
L.F
2
48" D.x5' L SANITARY SEWER MANHOLE
INC. RING,COVER, BASE, ADJ.
2
EA
3
ADDITIONAL 48" MANHOLE DEPTH
12.24
VERT.FT.
3
10" x 6" PVC TEE
3
EA
4
6" PVC GLUE -ON PLUG
3
EA
5
6" PVC SANITARY SEWER SERVICE
130
L.F.
WATER
SERVICE EXTENSION
1
10" DIP WATER MAIN PC -350
837
L.F.
2
6" DIP WATER MAIN PC -350
6
L.F.
3
10" M.J. GATE VALVE W/BOX
2
EA
4
6" M.J. GATE VALVE W/BOX
1
EA
5
10" FOSTER ADAPTOR
5
EA
6
THRUST BLOCK
2
EA
7
10" x 6" REDUCER
1
EA
8
DUCTILE IRON FITTINGS
537
LBS
9
6" FIRE HYDRANT
1
EA
10
TRACER WIRE RISER
1
EA
SITE GRADING IMPROVEMENTS
1
MOBILIZATION
1
L.S.
2
EXCAVATION
8350
C.Y.
3
EMBANKMENT
12545
C.Y.
4
BORROW
4159
C.Y.
5
SUBGRADE PREPARATION
4582
S.Y.
6
SEEDING
1
AC
CONCRETE
STREET
1
MOBILIZATION
1
L.S.
2
REMOVE PAVEMENT
193
S.Y.
3
8" CONCRETE PAVEMENT
193
S.Y.
4
8" CONCRETE PAVEMENT W/ INTEGRAL
CURB 4713-3500
4582
S.Y.
5
BUILD CONCRETE DRAINAGE
STRUCTURE
1
EA
APPROVAL
7
DAVID L. WACKEK, P.E.
DIRECTOR OF PUBLIC WORKS / CITY ENGINEER
ASTING TILITIES
/p Zo/9
DATE
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DATE D
DATE: FEBRUARY, 2019
GENERAL NOTES
1. CONTRACTOR SHALL VERIFY LOCATION (INCLUDING DEPTH OR HEIGHT) OF ALL UTILITIES BEFORE
CONSTRUCTION WITHIN THE PROJECT AREA. DIGGERS HOTLINE 1-800-3315666.
2. CONTRACTORS SHALL PROTECT ALL PROPERTY CORNER PINS. ANY PINS DISTURBED DURING
CONSTRUCTION SHALL BE RESET BY A LICENSED SURVEYOR AT THE CONTRACTORS EXPENSE.
3. CONTRACTOR TO PROTECT ALL TREES NOT MARKED FOR REMOVAL. COORDINATE WITH
DEVELOPER.
4. ALL VALVES SHALL BE LOCATED AWAY FROM DITCH BOTTOMS OR DRAINAGE WAYS.
5. NEWLY PLATTED AREAS AND DEVELOPER DESIGNATED BORROW AREAS CONSTITUTE THE LIMITS
OF CONSTRUCTION UNLESS NOTED OTHERWISE.
6. ALL SIDEWALK TO BE CONSTRUCTED AT A LATER DATE BUT PRELIMINARY GRADING IS INCLUDED IN
THIS PROJECT FOR FUTURE SIDEWALKS.
7. CONTRACTOR SHALL DROP CURB AT INTERSECTION FOR FUTURE A.D.A. RAMPS. LOCATION TO BE
DETERMINED IN FIELD BY CITY ENGINEERING STAFF.
FROSUPMBMARYON OF NOF AEARTHWORKCE TO PREPARED SUBGRADE FACE
TOTAL CUT 8350 CUBIC YARDS
TOTAL FILL 8961 CUBIC YARDS
COMPACTION FACTOR 1.4
REQUIRED LOOSE FILL 12545 CUBIC YARDS
REQUIRED BORROW 4195 CUBIC YARDS
GRADING NOTES
1. ALL FILL UNDER PAVEMENT AND THE SUBGRADE UNDER PAVEMENT SHALL BE COMPACTED TO MINIMUM
OF 95% OF STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT BETWEEN .3% TO -2% OF
OPTIMUM MOISTURE IN ACCORDANCE WITH SPECIFICATIONS. ALL UTILITY AND OTHER EXCAVATIONS
WITHIN THE RIGHT OF WAYS SHALL BE COMPACTED EQUALLY.
2. ALL FILL IN EXCESS OF 6" IN OPEN LOTS AND IN UNPLATTED AREAS SHALL BE COMPACTED TO 90% OF
STANDARD PROCTOR DENSITY WITH NO LESS THAN 5% BELOW OPTIMUM MOISTURE.
3. ANY EXCAVATION IN THE OPEN LOTS OR UNPLATTED AREAS SHALL BE COMPACTED TO 90% OF
Control Data
I
Point#
STANDARD PROCTOR DENSITY WITH NO LESS THAN 5% BELOW OPTIMUM MOISTURE.
Northing
LIMITS OF
Elevation
4. THE CONTRACTOR SHALL STRIP THE TOP OF EARTH UNDER ALL AREAS SHOWN AND STOCKPILE THE
/-
/
REGULATORY
FLOOD WAV
894.69
STRIPPINGS ON THE EAST SIOE OF THE STRIPPINGS LIMIT BUT NOT IN THE FLOOD PLAIN. THE
!
I
2951.06
CONTRACTOR SHALL USE THE STRIPPINGS TO COVER THE FILL AT THE END OF THE PROJECT. NO
• ,
12
PROP 5/8 REBAR
DENSITY REQUIREMENTS ARE PLACED ON THE TOP 6' OF BACKFILL WITH STRIPPINGS; HOWEVER, AT NOTIME SHALL STRIPPING BE PLACED IN THICKNESS GREATER THAN 6" OR IN ANY AREAS SHONM TO BE
'
i'
\
73
RM NE CTR MH
PAVED.oeo
1014.87
1902.66
\
CP TOP NUT FH
5. IT I6 THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE SOIL TYPES AND PROCTOR DENSITIES. NO
SOIL BORINGS, SAMPLES OR TESTS HAVE BEEN TAKEN.
1358.05
1903.36
219
S-11
2499.58
1276.23
1901.61
BOB
SMH
3599.01
1207.68
1899.21
1 SECONDARY BORROW SITE / I
6:1MAX SIDE SLOPE I
I ' J•(\\� / NOTE-. / /
YI-�"/ MAINTAIN R.O.W CROP RIDGES \
� W � ' / V •(\\JG�O ' / ' FNTILAN
CONTROL D EROSION
NG
gig/_/ �-�\5 / PRIOR TO SEEDING.
L j� l _ _ /- CONTRACTOR MAY SEEK BORROW
IN THESE AREAS. ITIS THE
CONTRACTORS RESPONSIBILITY TO / / PROTECT "ho /
_ COORDINATE WITH PROPERTY MAINTAIN CUT EDGE FOR
/ PRIMARY BORROW SITE MANHOLE SEDIMENT AND EROSION
�I I / • gam. 61 MAX SIDE SLOPE OWNER AND TO NOT TAKEBORROW / I CONTROL UNTIL FINAL
VIII FR OM THE REGULATORY FLOOD mia- - -- - - - GRADINGPRIORTOSEEDING. �� F
PLAIN
LIMITS OF
i I I III I @ROPOSED TOWER LOCATION / PPING (SHADED)
AND SEEDI.^'NG AREA (GRASS) - j
I LAT. 40° 37' 31.15'N III f-�L
LONG 98° 22'2 • / LIMITS OF 1�
I / J I DISTURBED AREA NOTE: \ J
I
SPREADING OF SURPLUS SOIL IS \ \
SUBSIDIARY TO STRIPPING AND EMBANKMENT OUANTITIESAS /
/45.72 / 6 / / OUTLINED IN CONTRACT.
EXCESS FILL AND STRIPPINGS
syso SHALL BE SPREAD ON LOW SIDE
OF PROJECT BEGINNING AT RIDGE
AND FEATHERING AWAY FROM /
III III I \' I I \I I I -I / / PROTECT RIDGE.
II\ I I ' S MANHOLE
i
IGULDESAC CENTER e"
Align: UTECHTAVENUE
Stallon=7+23.04 �OHset=0.00'
Northing=3221.32
• Ilia \ \ t✓ / Easting=1081.58
EP'. 7+94.44 \ / A19n. UTECHT
IIIA II /•" / I // °_, cA ° Slation 6+02.55
Al gn. UTECHTAVENUE
I II I III I / r Staton 7+92.04 - Offs x0.00'
II 1 7-23 G: C
$ >t Offset 0.00' Nod ng 3106.1
/ / O / NoM n9 7287.00 �7 � � I nq 1047.02
I IIIA I J }/ East n9 7102.75
f � _
Align. UTECHT AVENUE
' Station 0+66.84
'0 Offset -18.00 R
NUE NoMing 2570.45
_,,, Easting 1065.78
UTECHT AVE. i
''��"�/' .� -.--I i--•-- I I � .moi l --+---�- � ----�
AI'gno UTECHTAVENUE
a _
OHsetn 60018 20
_Easbngg 1049149
mg --- --- --
- --- - _--- - - --
I,µ-_ -
- - - - - - - --
f 1 SII
�URVE DATA
R2=
:8 g..` 0co1
Q =17" 56' 27.96"
R=50.00'
L=15.65
LC=15.59'
LCB=N 8' 53' 27ZE
® SITE GRADING PLAN
S
NORTH
PROTECT EXIST. DRAINAGE STRUCTURE
_^- DU RING STFEETCONSTRUCTION.
CONTRACTOR MAY MAINTAIN POSITIVE
GRADE AWAY FROM THE DITCH OR INSTALL
SILT FENCE ALONG THE WEST EDGE OF
THE PROJECT.
Eat 9104773= ��� \
aI
Control Data
Point#
Description
Northing
Easting
Elevation
9
PROP ED. 5/8
2460.48
894.69
1907.87
11
PROP 5/8
2951.06
1716.54
1693.91
12
PROP 5/8 REBAR
2953.55
1448.13
1899.16
73
RM NE CTR MH
3663.57
1014.87
1902.66
99
CP TOP NUT FH
2458.14
1358.05
1903.36
219
S-11
2499.58
1276.23
1901.61
BOB
SMH
3599.01
1207.68
1899.21
1 SECONDARY BORROW SITE / I
6:1MAX SIDE SLOPE I
I ' J•(\\� / NOTE-. / /
YI-�"/ MAINTAIN R.O.W CROP RIDGES \
� W � ' / V •(\\JG�O ' / ' FNTILAN
CONTROL D EROSION
NG
gig/_/ �-�\5 / PRIOR TO SEEDING.
L j� l _ _ /- CONTRACTOR MAY SEEK BORROW
IN THESE AREAS. ITIS THE
CONTRACTORS RESPONSIBILITY TO / / PROTECT "ho /
_ COORDINATE WITH PROPERTY MAINTAIN CUT EDGE FOR
/ PRIMARY BORROW SITE MANHOLE SEDIMENT AND EROSION
�I I / • gam. 61 MAX SIDE SLOPE OWNER AND TO NOT TAKEBORROW / I CONTROL UNTIL FINAL
VIII FR OM THE REGULATORY FLOOD mia- - -- - - - GRADINGPRIORTOSEEDING. �� F
PLAIN
LIMITS OF
i I I III I @ROPOSED TOWER LOCATION / PPING (SHADED)
AND SEEDI.^'NG AREA (GRASS) - j
I LAT. 40° 37' 31.15'N III f-�L
LONG 98° 22'2 • / LIMITS OF 1�
I / J I DISTURBED AREA NOTE: \ J
I
SPREADING OF SURPLUS SOIL IS \ \
SUBSIDIARY TO STRIPPING AND EMBANKMENT OUANTITIESAS /
/45.72 / 6 / / OUTLINED IN CONTRACT.
EXCESS FILL AND STRIPPINGS
syso SHALL BE SPREAD ON LOW SIDE
OF PROJECT BEGINNING AT RIDGE
AND FEATHERING AWAY FROM /
III III I \' I I \I I I -I / / PROTECT RIDGE.
II\ I I ' S MANHOLE
i
IGULDESAC CENTER e"
Align: UTECHTAVENUE
Stallon=7+23.04 �OHset=0.00'
Northing=3221.32
• Ilia \ \ t✓ / Easting=1081.58
EP'. 7+94.44 \ / A19n. UTECHT
IIIA II /•" / I // °_, cA ° Slation 6+02.55
Al gn. UTECHTAVENUE
I II I III I / r Staton 7+92.04 - Offs x0.00'
II 1 7-23 G: C
$ >t Offset 0.00' Nod ng 3106.1
/ / O / NoM n9 7287.00 �7 � � I nq 1047.02
I IIIA I J }/ East n9 7102.75
f � _
Align. UTECHT AVENUE
' Station 0+66.84
'0 Offset -18.00 R
NUE NoMing 2570.45
_,,, Easting 1065.78
UTECHT AVE. i
''��"�/' .� -.--I i--•-- I I � .moi l --+---�- � ----�
AI'gno UTECHTAVENUE
a _
OHsetn 60018 20
_Easbngg 1049149
mg --- --- --
- --- - _--- - - --
I,µ-_ -
- - - - - - - --
f 1 SII
�URVE DATA
R2=
:8 g..` 0co1
Q =17" 56' 27.96"
R=50.00'
L=15.65
LC=15.59'
LCB=N 8' 53' 27ZE
® SITE GRADING PLAN
S
NORTH
PROTECT EXIST. DRAINAGE STRUCTURE
_^- DU RING STFEETCONSTRUCTION.
CONTRACTOR MAY MAINTAIN POSITIVE
GRADE AWAY FROM THE DITCH OR INSTALL
SILT FENCE ALONG THE WEST EDGE OF
THE PROJECT.
Eat 9104773= ��� \
aI
I
\ I
I
tr
is
ALgn. UTECHTAVENUE
\
-Slabon 0+19.00
\
OOsel 0.00'
Norlhing=2522.59
'
EasOng-1047.85
r
BP. 0+03.37
�1
C.L. OF 39TH STREET
Alton. UTECHTAVENUE
77
tr
is
0
n norm, mm mrcu ».r, •a�a,alm. emery
ml�
C1
DATE: FEBRUARY, 2019
- - - _ _ STA 8+70.00 TO 9+13.75 ry
ry
- - - - - _ _ _ STA
-_ - BUILD 5.79 C.V.OF fi'WIOE
ORM
\[/iW.� I /I ^ ° - - _ - - - - .- "' - - - _ - - - - - - - - _ _ _ _ _ - V. PER DETAILS ONS SHEET GI3.-
�/-�3a -- - -- -' - - _ PROTECT EXIST.DRAINAGE STRUCTURE -
DURING STREET CONSTRUCTION.
I _ 0+19.00 TO STA 1+02.39 BUILD
u� , 3 \� 5845Q. YD.OF B' STREET, CU RB.
STA
Ali -UTECHT AVENUE STA 6-02.55 TO STA 7+92.04 J
a TYPE •A. AND GUTTER, PER DETAILS - gn \ SlaOon 6+18 20 BUILD 17,801 SO VD OF S' W
JOINT (TYP) L ON SHEET ###. - - _ - Offset -0.00, STREET CURB, AND GUTTER
ons\/ , ° _ oo Algn. UTECHT AVENUE .e- STA D 583.9 L.F.STA 6+02.55 - - - -'- - -- - iep. North ng=3121 54 PER DETAILS ON SHEET G3. -
r I- - -� R� --Stahon 1+02.39 -' BUILD 583.67 LOF e'STREET, 'mss Easlmg-1049.43- rt A9„
Offset -0.00' _. CURB AND GUTTER, PER DETAILS - -- -- - _
C.L. OF 39TH STREET / I- I- Northm 2605.98 --r.°,n= '""- ON SHEET 90.
AIIgn=UTECHT AVENUE o) I I _ EasBng 1047.73
Slagon-0+0000 - -� - -- - /man _--''- '- - _ -7
Offset 0 00' I I -� -- ° ./ / /
r�wu �...,
Northing- 2503,59 -I- -I. -
Easfing=1047.89 -- TYPE'D"
L-I--BL-�-L J- 1 -1 -L -L LJ-�- P-L-LJ_1-1 L �- -L I PC 6+02.55 -�- % /'� i JOINT /
BP' -0+03.37 I I I I Pr i+ozas I I �.,.,; I I I I I I I I I I I Ism„ I I I I I UTECHT AVE. I I I „k.rt I I I I I I I I I I I I I / �-L�
:"_r-r�--r-r /4.�-
_,-I /
I SAW CUT TYPICAL TRANSVERSE / 7 / / / Lam) W
Align?UTECHT AVENUE I '� JOINTS, SEE SHEET### FOR DETAILS Align. UTECHT AVENUE T -L / / / / y'� I Slat on 7+92.04
Slafion=D+19.00 - Stahon=fi+02.55 , / �/ 8 / 7 - 1 /
Oaael D.Do'
OBse1=0.00 Offset -0.00' PI. 7+23.04. \ I North n9 3287.00
Northng=252259 _ 'PSp Align. UTECHTAVENUE Northing=3106.14` f / / .� / \ 0 r` \/r / �� I Easing 1102.75
Easing1047.85 - I-- -Op Stafion 0-66.84 EasOng=1047.02
_ Offset -18.00'R T�
Narthln =2570.45 /
\\ \ I u I Easling91065,78 �,aM/ `Or _ �� \)� / y/ //� EP 7,94.44
\ / CONTRACTOR TO CUT AND REMOVE -° / / \ /` ) )/ / /r /� �/ `// STA 10+70.00 TO /I-
I UP TO 1736 SO. Fr. OF EXISTING PAVING, I / / �' / V !
AS REQUIRED FOR INSTALLATIONOF \ STA 10+80.00
FRESH BUILD 18 SQ. YO. OF SANITARY AND / / ` /
FRESH WATER SERVICES (SEE PAGES ### & ##{i#I. - �`\ �' / / / 8' CONCRETE APRON
I ` CONTRACTOR'S OPTION TO HORIZONTAL I CULDESAC CENTER 20' WIDE AT DRIVE OVER CURB
BORE SERVICES IN, IF BID AS SUCH. I -` j /Align.UTECHT AVENUE`
/ �12'WIDE AT TOWER ROAD rt � Stahon 7+23.04 -`3 PER DETAILS ON SHEET G3.
Offset0821.32 i a
North ng 3221.32
Easl n9 11.50
UTECHT AVE. PAVING PLAN
SCALE: 1" = 30'
®
NORTH
(TYP) (TYP)
130 60
HORIZONTAL SCALE: Feet
0 3 6
VERTICAL SCALE: Feet
UTECHT AVE. STREET PROFILE
SCALE -1- 30'
Z
O
n
Q
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2 �
w
Oz
Z
(D
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Q 2
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D
�° DATE: FEBRUARY, 2019
GRADE OL. \\
-
W
� o
r
_
11
1906
>:
L
--
---
_
5=0.50%_ -
- _ ---
-__
_
STRIPPINGS
--
-- ----
n
�F
B�--
SURFACE
NEW
_ --
¢
1904
STREET L
-- _
1904
W
Sm:7
14
_
W o r`
_
_ EI -190095
1902
a:
-
-�
-
0 O.0
1902
-TRIMMED
Sfa:7+9204
SURFACE
_
_.
3.17e
S= -0.35%-`
55
CURB
- FIL @�.
1900
BEGIN REDUCTIONZOF
-
-
- CENTERLINE CROWN ON
+
- STANDARD STREET PROFILE
u
6+ 3.20
END OF CENTERLINE CROWN
`
1898
-
C
AT CULDESAC DESIGN SURFACE
7896
18961
1896
FA
I
gox66 mb
1�1
am
o$
og
P I �z
6 $m
1. ZA,
go
.111. 1.,
501
10!
g,4S
m
!2
o
g
mxo
-0+25
0+00 f k 1+00 2+00
3+00 4+00
5+DO
6+00
7+00
8+00
(TYP) (TYP)
130 60
HORIZONTAL SCALE: Feet
0 3 6
VERTICAL SCALE: Feet
UTECHT AVE. STREET PROFILE
SCALE -1- 30'
Z
O
n
Q
U) c/)
2 �
w
Oz
Z
(D
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Q 2
V/
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0
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D
�° DATE: FEBRUARY, 2019
/GI
\
\we
u nn=m.'�er Arcnss nh�a \
TOWER ACCESS ROAD AND TOWER PAD
SCALE 1-30'
NORTH
mm
CULDESAC w
u F
a
1902 PAVING ¢
>
0
1902
FLOW LINE
O-
w
NEW ROAD
c3 �
L
NEW CONCRETE
1
ACE C.L
STORMDRAIN
STORM
1'-6" MIN.
1900
EXIST. STORM DRAIN
``
314"0. 16" SMOOTH
STEEL STRUCTURE WITH
S '-1.64%
O
>
� >
1900
EXIST.
_
,GRADE
��
/
1898
STRIPPING`
-1
1898
SURFACE
_
CELL TOWER
PAD GRADING
1896
—
1896
18941
1894
Pro(Io
Da a
7*r� iu*vu 11— 12+00
TOWER ACCESS ROAD PROFILE
SCALE: 1" = 30'
IYII•lll
I
N9 \ Align. Slortn Drain E\ 7+94 44
C� Station=6+69.00 _
- 011sat=0.00' \
NaHhing=3264.13 _
Align. Tlonn Drain � Fasting=1027.46 �
S.IJ-9+13.74
otrsar-o.or L
North ng -3291.87
IL
= r\/ / PI i+23.04'_ 09
(R70.00 j —
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(TVP) CULDESAC PERIMETER PROFILE U(D- FLOW LINE
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CULDESAC JOINT CUT PLAN
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DATE. FEBRUARY. 2019
CROSS SECTION NOTES
1. THE AREA UNDER THE STREETS, NOTED AS COMPACTED SUBGRADE. SH ALL BE EXCAVATED AND COMPACTED AS CLASS III
EMBANKMENT AS DESCRIBED IN NDOT STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION.
2 THE AREA OUTSIDE THE STREETS BUT IN THE PUBLIC RIGHT OF WAY SHALL BE EXCAVATED AND COMPACTED AS CLASS II
EMBANKMENT AS DESCRIBED IN NDOT STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION.
3. THE AREA OUTSIDE THE PUBLIC RIGHT OF WAYS ALL HAVE ANY EXCESS EXCAVATED MATERIAL SPREAD ON THE STRIPPED
AREA. THIS MATERIAL MAYBE COMPACTED AS CLASS I EMBANKMENTAS DESCRIBED IN NOOT STANDARD SPECIFICATION FOR
HIGHWAY CONSTRUCTION.
4. THE STRIPPED MATERIAL SHALL BE SPREAD ON TOP OFTHE COMPACTED CLASSIFIED MATERIALS TO THE LINES AND GRADES
SHOWN. THIS MATERIAL SHALL ALSO BE EXCAVATED AND COMPACTED AS CLASS I EMBANKMENT AS DESCRIBED IN NDOT
STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION.
S. THE STRIPPED MATERIAL AND THE CUT MATERIAL ARE QUANTIFIED IN THE TABLES.
Sta. 2+50.00
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1900
1895
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CROSS SECTION NOTES
1. THE AREA UNDER THE STREETS, NOTED AS COMPACTED SUBGRADE, SHALL BE EXCAVATED AND COMPACTED AS CLASS III
EMBANKMENT AS DESCRIBED IN NDOT STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION.
2. THE AREA OUTSIDE THE STREETS BUT IN THE PUBLIC RIGHT OF WAY SHALL BE EXCAVATED AND COMPACTED AS CLASS II
EMBANKMENT AS DESCRIBED IN NDOTSTANDARQ SPECIFICATION FOR HIGHWAY CONSTRUCTION.
3. THE AREA OUTSIDE THE PUBLIC RIGHT OF WAY SHALL HAVE ANY EXCESS EXCAVATED MATERIALSPREAD ON THESTRIPPED
AREA. THIS MATERIAL MAY BE COMPACTED AS CLASS I EMBANKMENT AS DESCRIBED IN INGOT STANDARD SPECIFICATION FOR
HIGHWAY CONSTRUCTION.
4. THE STRIPPED MATERIAL SHALL BE SPREAD ON TOP OF THE COMPACTED CLASSIFIED MATERIALS TOTHE LINES AND GRADES
SHOWN. THIS MATERIAL SHALL ALSO BE EXCAVATED AND COMPACTED AS CLASS I EMBANKMENT AS DESCRIBED IN NDOT
STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION.
5. THE STRIPPED MATERIAL AND THE CUT MATERIAL ARE QUANTIFIED IN THE TABLES.
INS
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Sta. 5+50.00
CROSS SECTION NOTES
1. THE AREA UNDER THE STREETS, NOTED AS COMPACTED SUBGRADE, SHALL BE EXCAVATED AND COMPACTED AS CLASS III
EMBANKMENT AS DESCRIBED IN NDOT STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION.
2. THE AREA OUTSIDE THE STREETS BUT IN THE PUBLIC RIGHT OF WAY SHALL BE EXCAVATED AND COMPACTED AS CLASS II
EMBANKMENT AS DESCRIBED IN NDOTSTANDARQ SPECIFICATION FOR HIGHWAY CONSTRUCTION.
3. THE AREA OUTSIDE THE PUBLIC RIGHT OF WAY SHALL HAVE ANY EXCESS EXCAVATED MATERIALSPREAD ON THESTRIPPED
AREA. THIS MATERIAL MAY BE COMPACTED AS CLASS I EMBANKMENT AS DESCRIBED IN INGOT STANDARD SPECIFICATION FOR
HIGHWAY CONSTRUCTION.
4. THE STRIPPED MATERIAL SHALL BE SPREAD ON TOP OF THE COMPACTED CLASSIFIED MATERIALS TOTHE LINES AND GRADES
SHOWN. THIS MATERIAL SHALL ALSO BE EXCAVATED AND COMPACTED AS CLASS I EMBANKMENT AS DESCRIBED IN NDOT
STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION.
5. THE STRIPPED MATERIAL AND THE CUT MATERIAL ARE QUANTIFIED IN THE TABLES.
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1095
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CROSS SECTION NOTES
1. THE AREA UNDER THE STREETS, NOTED AS COMPACTED SUBGRADE, SHALL BE EXCAVATED AND COMPACTED AS CLASS III
EMBANKMENT AS DESCRIBED IN NDOT STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION.
2. THE AREA OUTSIDE THE STREETS BUT IN THE PUBLIC RIGHT OFWAY SHALL BE EXCAVATED AND COMPACTED AS CLASS II
EMBANKMENT AS DESCRIBED IN NDOT STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION.
3, THE AREA OUTSIDE THE PUBLIC RIGHT OF WAY SHALL HAVE ANY EXCESS EXCAVATED MATERIAL SPREAD ON THE STRIPPED
AREA. THIS MATERIAL MAY BE COMPACTED AS CLASS I EMBANKMENT AS DESCRIBED IN NDOT STANDARD SPECIFICATION FOR
HIGHWAY CONSTRUCTION.
4. THE STRIPPED MATERIAL SHALL BE SPREAD ON TOP OF THE COMPACTED CLASSIFIED MATERIALS TO THE LINES AND GRADES
SHOWN. THIS MATERIAL SHALL ALSO BE EXCAVATED AND COMPACTED AS CLASS I EMBANKMENT AS DESCRIBED IN HOOT
STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION.
5. THE STRIPPED MATERIAL AND THE CUT MATERIAL ARE QUANTIFIED IN THE TABLES.
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1895
LIMITS OFJ-1895
STRIPPINGS
ITYP)
CROSS SECTION NOTES
1. THE AREA UNDER THE STREETS, NOTED AS COMPACTED SUBGRADE, SHALL BE EXCAVATED AND COMPACTED AS CLASS III
EMBANKMENT AS DESCRIBED IN NDOT STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION.
2. THE AREA OUTSIDE THE STREETS BUT IN THE PUBLIC RIGHT OFWAY SHALL BE EXCAVATED AND COMPACTED AS CLASS II
EMBANKMENT AS DESCRIBED IN NDOT STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION.
3, THE AREA OUTSIDE THE PUBLIC RIGHT OF WAY SHALL HAVE ANY EXCESS EXCAVATED MATERIAL SPREAD ON THE STRIPPED
AREA. THIS MATERIAL MAY BE COMPACTED AS CLASS I EMBANKMENT AS DESCRIBED IN NDOT STANDARD SPECIFICATION FOR
HIGHWAY CONSTRUCTION.
4. THE STRIPPED MATERIAL SHALL BE SPREAD ON TOP OF THE COMPACTED CLASSIFIED MATERIALS TO THE LINES AND GRADES
SHOWN. THIS MATERIAL SHALL ALSO BE EXCAVATED AND COMPACTED AS CLASS I EMBANKMENT AS DESCRIBED IN HOOT
STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION.
5. THE STRIPPED MATERIAL AND THE CUT MATERIAL ARE QUANTIFIED IN THE TABLES.
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TMfb41a- DATE: FEBRUARY, 2019
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2% SLOPE
POURED SEAL NON -EXTRUDING PREMOLDED
3/4"21/161, 1"COMPRESSIBLE MATERIAL
5'-0" MIN. EXIST. PAVING
NEW CONCRETE WITH GROUND DOWN
PAVEMENT CURB TRANSITION
TYPE "A' EXPANSION
S -i JOINT @ EXISTING PAVEMENT
C-2 I SCALE. 3/4"=1'-0"
SAWED OR FORMED
GROOVE
POURED JOINT
POURED SEAL
GROOVE, SEE DETAIL
NON -EXTRUDING PREMOLDED
BACKER ROD
F-
q5 DEFORMED TIEBAR j
30" LONG 30" C/C
FORMED KEYWAY
TYPE "G"
HINGED
SCALE: 314"=1'-W
q5 TIEBAR, 30" LONG SAW AND POUR
G
31'111
NG JOINT
TIE BAR PIN
TYPE 11G1" HINGED
SCALE: 3/4"= 1'-0"
SAWED
WHEN TWO ADJACENT LANES ARE PLACED AT THE SAME TIME, THE
LONGITUDINAL JOINT COMMON TO THE LANES SHALL BE SAWED
LONGITUDINAL JOINTS
NOTE: NO TIE BARS SHALL BE CLOSER THAN 1' 3" TO A TRANSVERSE
JOINT. ALL LONGITUDINAL JOINTS BETWEEN LANES AND BETWEEN
LANES AND SHOULDERS MUST BE TIED
fTYPE°G7"JOINT
�i0i\i\iy\�Qj\iOiQiQii
,iii ..Ik.11SUBGRA, I
TYPICAL 36' PAVING SECTION
SCALE: 12' = 1'-0"
GRIND EXIST. CURB
SAWED OR FORMED
POURED SEAL
GROOVE, SEE DETAIL
NON -EXTRUDING PREMOLDED
I FORMED GROOVE
TYPE "H"
DUMMY
SCALE: 3/4" = V-0"
3/4"0 16" SMOOTH STEEL
OOWEI ®12' C/C PAINT
fTYPE°G7"JOINT
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SCALE: 12' = 1'-0"
GRIND EXIST. CURB
i
EXIST. CONCRETE E
STREET
TYPE
CONCRETE
NON -EXTRUDING PREMOLDED
I FORMED GROOVE
1COMPRESSIBLE M TERIAL
r C
S-2 CURB GRIND DETAIL 53 DRIVE -OVER CURB DETAIL
C-2 SCALE: 3/4" = 1'-0" I C-3 I SCALE: 3/4"= 1'-0"
EXPANSION JOINT
SCALE 3/4"=1'-0"
B" THICK 476
PAVEMENT
TYPE "476"
CONCRETE
INTEGRAL CURB DETAIL
SCALE: 3/4"= V-9'
2%SLOPE
w
0
a
GRADING NOTES:
1, STRIP ALL AREAS OF VEGETATION THAT ARE TO BE
PAVED OR HA VE FILL PLACED ON THEM, STOCKPILE
STRIPPINGS FOR TOP DRESSING AS A FINAL FILL.
2. ALL SUBGRADE FOR LOTS SHALL BE COMPACTED TO 90%
OF STANDARD PROCTOR.
3. ALL SU BGRADE UNDER PAVEMENT SHALL BE COMPACTED
TO 95% OF STANDARD PROCTOR AT 0% FROM OPTIMUM
MOISTURE.
4. INCLUDED WITH THE GRADING SHALL BE BACKFILLING ALL
CURBS AND WALKS AFTER COMPLETION AND FILLING OF
LOTS AS SHOWN ON THE GRADING PLAN (SHEET 1).
5. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL
UTILITIES PRIOR TO BEGINNING WORK
6. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL
PROPERTY PINS AND PAY FOR ANY DAMAGED OR
DESTROYED PINS.
CONCRETE NOTES
1. ALL CONCRETE FOR STREET SHALL BE 47B3500 PER SPECIFICATIONS.
2. ALL CONCRETE FOR SIDEWALKS SHALL BE 47B MIX WITH FIBERMESH PER
SEE SPECIFICATIONS, (NOTE: NOT IN CONTRACT, PROVIDED BY HOME
OWNER.)
3. USE LIGHT BROOM OR BURLAP FINISH PER CITY REQUIREMENTS.
4. ALL SUBGRADE UNDER CONCRETE SHALL BE COMPACTED TO 95% OF
STANDARD PROCTOR DENSITY AT 23% FROM OPTIMUM MOISTURE.
5. JOINT SEALER SHALL BE HOT POURED JOINT SEALER IN ACCORDANCE
WITH ASTM D34D5.
6. TYPICAL TRANSVERSE JOINTS SHALL BE SPACED AT 8 FT. CTRS. ADJUST
TRANSVERSE JOINTS AT INTERSECTIONS AS SHOWN ON DETAILS.
LENGTH DIVIDED BY WIDTH CAN BE NO MORE THAN 1.25 PER P.C.I.
JOINTS:
1. USE TYPE'G'FOR ADJACENT PAVING LANES,
2. USE TYPE'F'FOR ALL JOINTS TO EXISTING PAVING.
3. PROVIDE TYPE 'F' (WITH BARS SET IN PAVEMENT) WHERE
EVER PAVING IS TO BE CONTINUED IN THE FUTURE.
PROVIDE REMOVABLE HEADER OF AT LEAST VIN LENGTH
AND EQUAL IN DEPTH TO THE CONCRETE.
4. USE TYPE W FOR ALL OTHER JOINTS.
5. ALL JOINTS TO HAVE HOT APPLIED SEALANT PER SPECS.
SIDEWALK NOTES:
1. SIDEWALK CURB RAMPS SHALL CONFORM TO THE STATE OF NEBRASKA
STANDARD PLAN 303-R2 UNLESS NOTED OR APPROVED OTHERWISE. A
COPY OF THE STANDARD PLAN IS AVAILABLE FROM THE CITY OR THE
ENGINEER UPON REQUEST.
2. ALL INTERSECTIONS SHALL HAVE HANDICAP ACCESSIBLE SIDEWALK
CURB RAMPS PER STANDARD PLAN 303-R2 TYPE A.
3. THE STREET PAVING CONTRACTOR SHALL DROP CURBS AT
INTERSECTIONS FOR FUTURE CURB RAMPS. LOCATIONS TO BE
DETERMINED IN THE FIELD BY CITY ENGINEERING STAFF.
Lu 9j
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C-9
DATE: FEBRUARY, 2019
POURED SEAL
1"
NON -EXTRUDING PREMOLDED
I FORMED GROOVE
1COMPRESSIBLE M TERIAL
r C
3/4"0 16" SMOOTH STEEL
OOWEI ®12' C/C PAINT
NEW CONCRETE
PAVEMENT
B OIL ONE END OF DOWEL
TYPE "D"
DOWELED
EXPANSION JOINT
SCALE 3/4"=1'-0"
B" THICK 476
PAVEMENT
TYPE "476"
CONCRETE
INTEGRAL CURB DETAIL
SCALE: 3/4"= V-9'
2%SLOPE
w
0
a
GRADING NOTES:
1, STRIP ALL AREAS OF VEGETATION THAT ARE TO BE
PAVED OR HA VE FILL PLACED ON THEM, STOCKPILE
STRIPPINGS FOR TOP DRESSING AS A FINAL FILL.
2. ALL SUBGRADE FOR LOTS SHALL BE COMPACTED TO 90%
OF STANDARD PROCTOR.
3. ALL SU BGRADE UNDER PAVEMENT SHALL BE COMPACTED
TO 95% OF STANDARD PROCTOR AT 0% FROM OPTIMUM
MOISTURE.
4. INCLUDED WITH THE GRADING SHALL BE BACKFILLING ALL
CURBS AND WALKS AFTER COMPLETION AND FILLING OF
LOTS AS SHOWN ON THE GRADING PLAN (SHEET 1).
5. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL
UTILITIES PRIOR TO BEGINNING WORK
6. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL
PROPERTY PINS AND PAY FOR ANY DAMAGED OR
DESTROYED PINS.
CONCRETE NOTES
1. ALL CONCRETE FOR STREET SHALL BE 47B3500 PER SPECIFICATIONS.
2. ALL CONCRETE FOR SIDEWALKS SHALL BE 47B MIX WITH FIBERMESH PER
SEE SPECIFICATIONS, (NOTE: NOT IN CONTRACT, PROVIDED BY HOME
OWNER.)
3. USE LIGHT BROOM OR BURLAP FINISH PER CITY REQUIREMENTS.
4. ALL SUBGRADE UNDER CONCRETE SHALL BE COMPACTED TO 95% OF
STANDARD PROCTOR DENSITY AT 23% FROM OPTIMUM MOISTURE.
5. JOINT SEALER SHALL BE HOT POURED JOINT SEALER IN ACCORDANCE
WITH ASTM D34D5.
6. TYPICAL TRANSVERSE JOINTS SHALL BE SPACED AT 8 FT. CTRS. ADJUST
TRANSVERSE JOINTS AT INTERSECTIONS AS SHOWN ON DETAILS.
LENGTH DIVIDED BY WIDTH CAN BE NO MORE THAN 1.25 PER P.C.I.
JOINTS:
1. USE TYPE'G'FOR ADJACENT PAVING LANES,
2. USE TYPE'F'FOR ALL JOINTS TO EXISTING PAVING.
3. PROVIDE TYPE 'F' (WITH BARS SET IN PAVEMENT) WHERE
EVER PAVING IS TO BE CONTINUED IN THE FUTURE.
PROVIDE REMOVABLE HEADER OF AT LEAST VIN LENGTH
AND EQUAL IN DEPTH TO THE CONCRETE.
4. USE TYPE W FOR ALL OTHER JOINTS.
5. ALL JOINTS TO HAVE HOT APPLIED SEALANT PER SPECS.
SIDEWALK NOTES:
1. SIDEWALK CURB RAMPS SHALL CONFORM TO THE STATE OF NEBRASKA
STANDARD PLAN 303-R2 UNLESS NOTED OR APPROVED OTHERWISE. A
COPY OF THE STANDARD PLAN IS AVAILABLE FROM THE CITY OR THE
ENGINEER UPON REQUEST.
2. ALL INTERSECTIONS SHALL HAVE HANDICAP ACCESSIBLE SIDEWALK
CURB RAMPS PER STANDARD PLAN 303-R2 TYPE A.
3. THE STREET PAVING CONTRACTOR SHALL DROP CURBS AT
INTERSECTIONS FOR FUTURE CURB RAMPS. LOCATIONS TO BE
DETERMINED IN THE FIELD BY CITY ENGINEERING STAFF.
Lu 9j
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L6s§
C-9
DATE: FEBRUARY, 2019
II11111 111111 1 IIi-- --
I IIII I I I I I
III l i 1 1 1 I I I I I I 42 L.F. I /
II NEW fi'PVC SEWER /
11111111 IIII III / SERVICE
III IIII 1111 11 1 ' I �
III I I IIII I STR-2/
IIIlII1IIlII i I 'i IIII I1III I1Ii II iIAiI 'I i'
I II 1I1iII1I1III 1I1II1I11III',IIII11II,I fl/ / /
2+0N0 ( I NAoligrt—h�ing1=T2E7C0H3T.59AV—ENUE
-op.00Off-o
Easbng=1047.59
30 L.F.
NSEWS'PVCSEW
E-R
1+02.39 ERVICE
T+W/1
Aig?UTECHT AVENUE
I
/
/ I
1
Statlon=1+00.00 1 \
-�� � I Northing=2603.59 1 /
� Fasting=1047.73
r /4=rthing=2500.22
39TH ST. EXISTING SEWER 1 /
=101+86.23
III 0.60' / 1
�- =1047.88
EXIST/10'SANITARY
PI: 0
11 �= STR-1
P,�n�vrEvrx
sar
'ipe @ 1.50% /
1 T
I
\ 1 ERV CVQ SEWER
E
\ \ \ CONTRACTOR TO FIELD \ I
— VERIFY EXIST. PIPE
' ELEVATION PRIOR TO
INSTALLING NEW SERVICE
Align?39TH ST. EXISTING SEWER 43\9.67' of 10.0 InchVCPipe @ 1.50 %
SEE SHEETC2FOR
STREET DEMOLITION
REQUIREMENTS
J
Snefi-105+09.09 \ /
o6eer--o.w
Northing=2498.65 \
`E-ling=1370.73
®®UTECHT AVE. SANITARY SERVICE PLAN" =
SCALE: 1 40'
NORTH
39TH ST. EXISTING SEWER PROFILE
- EXIST. STREET - -
1905 SURFACE
. .. .... 1905
7 7
1900 .. -.
1900
STR-i .
1595 _
... .. .. 1595
1862&0 - - MH1741
_. .110.0 inchP CPIpe@1.50% _ ..
1890 :: 226 38' o .. .. 1890
.. .EXIST. FL@STR1 110,0 in PVCP -
- SM:101+86.23 iPe @ 7.50%
. - EIav:1890 BB
' - FIELD VERIFY - -
PRIOR TO - -.
1885 - CONSTRUCTION: . - - - 1805
.. .... ...
1e90 .. .. .. leap
1875 - - 1675
Se acture � v
Rim &Sump
EI vations
Pipe Bearing
ElevaSt n @
s alien
99+75 100+00 101+00 102+00 103+00 104+00 104+50
0 40 80
HORIZONTAL SCALE: Feet
5 fO
VERTICAL SCALE: g Feet
Pipe Table
TAG SLOPE SIZE LENGTH START INV. ELEV. END INV. ELEV. PIPE MATERIAL
STP -1 2.32% 10" 217.03' 1891.38' 1896.42' 1 PVC Pipe
STRUCTURE TABLE
STRUCTURE STATION/ STRUCTURE
TAG NORTHING/ RIMELEV. FLOWUNE X NOTES
OFFSET C.L. EASTING
2500.22 /
STR-1 -0+03.37/ /0.00 N.
E. 1047.88 1905.06 1890.88 14.18 SEE STD. PLAN 1E -SPEC BOOK
STR-2 2+13.60110.00 N. 2717'19 / 1904.48 1896.42 8.06 SEE STD. PLAN 1E -SPEC BOOK
F 1047.57
UTECHT AVENUE PROFILE
1910 1910
EXIST
GRADE C.L.-
1905 - 1905
NEW
STREET C.L.
1900 - 1900
STR-1 � -
1895 9TP-1 - 1895
EXIST. 10' PVC - - . -
SANITARY SERVICE - -
1890 - - - - - 1590
SWclure
Rim 8 Sump
Elevations
Pipe Beanng a m
Elevation @
Sfatien
0+00 1+00 2+00
0 40 80
HORIZONTAL SCALE: tr,Feel
5 10
VERTICAL SCALE: Feet
NOTE:
REFER TO PROJECT SPEC BOOK FOR CITY OF HASTINGS
STANDARD SANITARY SEWER AND WATER SERVICE
CONSTRUCTION DETAILS.
UTECHT AVE. SANITARY SERVICE (a) EXISTING SANITARY SERVICE
seAL r =40
u
y � m
LU Z
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LnLu
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C-10
.. w�m...�o.
em�� DATE: FEBRUARY, 2019
SEE SHEETC2FOR
STREET DEMOLITION
REQUIREMENTS
J
Snefi-105+09.09 \ /
o6eer--o.w
Northing=2498.65 \
`E-ling=1370.73
®®UTECHT AVE. SANITARY SERVICE PLAN" =
SCALE: 1 40'
NORTH
39TH ST. EXISTING SEWER PROFILE
- EXIST. STREET - -
1905 SURFACE
. .. .... 1905
7 7
1900 .. -.
1900
STR-i .
1595 _
... .. .. 1595
1862&0 - - MH1741
_. .110.0 inchP CPIpe@1.50% _ ..
1890 :: 226 38' o .. .. 1890
.. .EXIST. FL@STR1 110,0 in PVCP -
- SM:101+86.23 iPe @ 7.50%
. - EIav:1890 BB
' - FIELD VERIFY - -
PRIOR TO - -.
1885 - CONSTRUCTION: . - - - 1805
.. .... ...
1e90 .. .. .. leap
1875 - - 1675
Se acture � v
Rim &Sump
EI vations
Pipe Bearing
ElevaSt n @
s alien
99+75 100+00 101+00 102+00 103+00 104+00 104+50
0 40 80
HORIZONTAL SCALE: Feet
5 fO
VERTICAL SCALE: g Feet
Pipe Table
TAG SLOPE SIZE LENGTH START INV. ELEV. END INV. ELEV. PIPE MATERIAL
STP -1 2.32% 10" 217.03' 1891.38' 1896.42' 1 PVC Pipe
STRUCTURE TABLE
STRUCTURE STATION/ STRUCTURE
TAG NORTHING/ RIMELEV. FLOWUNE X NOTES
OFFSET C.L. EASTING
2500.22 /
STR-1 -0+03.37/ /0.00 N.
E. 1047.88 1905.06 1890.88 14.18 SEE STD. PLAN 1E -SPEC BOOK
STR-2 2+13.60110.00 N. 2717'19 / 1904.48 1896.42 8.06 SEE STD. PLAN 1E -SPEC BOOK
F 1047.57
UTECHT AVENUE PROFILE
1910 1910
EXIST
GRADE C.L.-
1905 - 1905
NEW
STREET C.L.
1900 - 1900
STR-1 � -
1895 9TP-1 - 1895
EXIST. 10' PVC - - . -
SANITARY SERVICE - -
1890 - - - - - 1590
SWclure
Rim 8 Sump
Elevations
Pipe Beanng a m
Elevation @
Sfatien
0+00 1+00 2+00
0 40 80
HORIZONTAL SCALE: tr,Feel
5 10
VERTICAL SCALE: Feet
NOTE:
REFER TO PROJECT SPEC BOOK FOR CITY OF HASTINGS
STANDARD SANITARY SEWER AND WATER SERVICE
CONSTRUCTION DETAILS.
UTECHT AVE. SANITARY SERVICE (a) EXISTING SANITARY SERVICE
seAL r =40
u
y � m
LU Z
m Y O
LnLu
O 0 U x
C-10
.. w�m...�o.
em�� DATE: FEBRUARY, 2019
0 40 80
HORIZONTAL SCALE: Feet
5 fO
VERTICAL SCALE: g Feet
Pipe Table
TAG SLOPE SIZE LENGTH START INV. ELEV. END INV. ELEV. PIPE MATERIAL
STP -1 2.32% 10" 217.03' 1891.38' 1896.42' 1 PVC Pipe
STRUCTURE TABLE
STRUCTURE STATION/ STRUCTURE
TAG NORTHING/ RIMELEV. FLOWUNE X NOTES
OFFSET C.L. EASTING
2500.22 /
STR-1 -0+03.37/ /0.00 N.
E. 1047.88 1905.06 1890.88 14.18 SEE STD. PLAN 1E -SPEC BOOK
STR-2 2+13.60110.00 N. 2717'19 / 1904.48 1896.42 8.06 SEE STD. PLAN 1E -SPEC BOOK
F 1047.57
UTECHT AVENUE PROFILE
1910 1910
EXIST
GRADE C.L.-
1905 - 1905
NEW
STREET C.L.
1900 - 1900
STR-1 � -
1895 9TP-1 - 1895
EXIST. 10' PVC - - . -
SANITARY SERVICE - -
1890 - - - - - 1590
SWclure
Rim 8 Sump
Elevations
Pipe Beanng a m
Elevation @
Sfatien
0+00 1+00 2+00
0 40 80
HORIZONTAL SCALE: tr,Feel
5 10
VERTICAL SCALE: Feet
NOTE:
REFER TO PROJECT SPEC BOOK FOR CITY OF HASTINGS
STANDARD SANITARY SEWER AND WATER SERVICE
CONSTRUCTION DETAILS.
UTECHT AVE. SANITARY SERVICE (a) EXISTING SANITARY SERVICE
seAL r =40
u
y � m
LU Z
m Y O
LnLu
O 0 U x
C-10
.. w�m...�o.
em�� DATE: FEBRUARY, 2019
STRUCTURE TABLE
STRUCTURE STATION/ STRUCTURE
TAG NORTHING/ RIMELEV. FLOWUNE X NOTES
OFFSET C.L. EASTING
2500.22 /
STR-1 -0+03.37/ /0.00 N.
E. 1047.88 1905.06 1890.88 14.18 SEE STD. PLAN 1E -SPEC BOOK
STR-2 2+13.60110.00 N. 2717'19 / 1904.48 1896.42 8.06 SEE STD. PLAN 1E -SPEC BOOK
F 1047.57
UTECHT AVENUE PROFILE
1910 1910
EXIST
GRADE C.L.-
1905 - 1905
NEW
STREET C.L.
1900 - 1900
STR-1 � -
1895 9TP-1 - 1895
EXIST. 10' PVC - - . -
SANITARY SERVICE - -
1890 - - - - - 1590
SWclure
Rim 8 Sump
Elevations
Pipe Beanng a m
Elevation @
Sfatien
0+00 1+00 2+00
0 40 80
HORIZONTAL SCALE: tr,Feel
5 10
VERTICAL SCALE: Feet
NOTE:
REFER TO PROJECT SPEC BOOK FOR CITY OF HASTINGS
STANDARD SANITARY SEWER AND WATER SERVICE
CONSTRUCTION DETAILS.
UTECHT AVE. SANITARY SERVICE (a) EXISTING SANITARY SERVICE
seAL r =40
u
y � m
LU Z
m Y O
LnLu
O 0 U x
C-10
.. w�m...�o.
em�� DATE: FEBRUARY, 2019
UTECHT AVENUE PROFILE
1910 1910
EXIST
GRADE C.L.-
1905 - 1905
NEW
STREET C.L.
1900 - 1900
STR-1 � -
1895 9TP-1 - 1895
EXIST. 10' PVC - - . -
SANITARY SERVICE - -
1890 - - - - - 1590
SWclure
Rim 8 Sump
Elevations
Pipe Beanng a m
Elevation @
Sfatien
0+00 1+00 2+00
0 40 80
HORIZONTAL SCALE: tr,Feel
5 10
VERTICAL SCALE: Feet
NOTE:
REFER TO PROJECT SPEC BOOK FOR CITY OF HASTINGS
STANDARD SANITARY SEWER AND WATER SERVICE
CONSTRUCTION DETAILS.
UTECHT AVE. SANITARY SERVICE (a) EXISTING SANITARY SERVICE
seAL r =40
u
y � m
LU Z
m Y O
LnLu
O 0 U x
C-10
.. w�m...�o.
em�� DATE: FEBRUARY, 2019
NOTE:
REFER TO PROJECT SPEC BOOK FOR CITY OF HASTINGS
STANDARD SANITARY SEWER AND WATER SERVICE
CONSTRUCTION DETAILS.
UTECHT AVE. SANITARY SERVICE (a) EXISTING SANITARY SERVICE
seAL r =40
u
y � m
LU Z
m Y O
LnLu
O 0 U x
C-10
.. w�m...�o.
em�� DATE: FEBRUARY, 2019
BP: 199+'
EX. FIRE HYDRANT
TO EXIST. SERVICE —
B
a@
�a
�a
112.70.( 1D" DIP Q 4.96%
201+00
___--__— _—�_
__— _ -- --_ -- ---
56.30'.110" DIP Q 0.00%
PI: 201+76.30 \—�— -- _ —_ '_ _. _. —_ _ _ — __— — — —" _.
59.92'.( EXIST. 10" DIP Q-0.07%
202+00 \ \ ' / j - / EP: 308+35.00
BP: 300+00.00 I I I — �. \ 1 O \ m / p.3
Align. 39th SI. Exist Water Serviw
Station=202+36.14
Ofl5et=0.00' — - P-1 / /
Nonhln9=2465.121 / / .I
Ea"ng=1070.93 — — — — — FTG -4 /
7 ANGLE PIPE DOWNS
C-11 0 1.6 DEGREES OuER o /
THRUBLOCK 1 _ _ 2 PIPE LEN S
STD. PLAK3E STARTING AT 3BF.+75A0 / pgl0 `�ys
\ SEE SPEC BOOT` .i -- — �. / mos THRUST BLOCK
II . - - ._ Fy
PLAN
1 VE ENT REG
FOR I -- -- -- — / SEE SP C BOOK
\ / I PAVEMENT REMOVAL
I REQUIREMENTS /
116.31'.( EXIST. 10' DIP Q
426
® UTECHT AVE. WATER SERVICE PLAN
NORTH SCALE: 1"=40'
9ID
FITTING TABLE
TAG
PRESSURE PIPE TABLE
1911
TAG1&'DIP4.0.4
EASTING
HYD -1
START TOP OF PIPE ELEV.
END TOP OF PIPE ELEV.
P-1
FTG -3
E' 1026.5346
1896.98
1896.98
P-2
VVV-1
10" GATE VALVE 8 BOX
1896.98
1894.44
P-3
N: 2466.8418 /
V 10 in x 6 in
1894.38
1893.26
P-4
N: 3282.2623 /
1893.07
1893.07
NOTE:
HA 111 —1— To SUPPLY, AIA CWUMCT.R M INSTALL. TPTCER
WIPE. THaCER WIRE RISER5, MMNIN. TMEMO MI.OES M— NMO.I.
PIPE PER rtASTINGs —MES —1-00ETNLS.
1905
--
190-
1900
tl
-
-
:
7-7—
uM1Pi
190
FTG-2
_
8'6" BURY
1895
-
o
:
189,
-
-
-
-
ANGLE PIPE DOWN:
..
P3
INSTALL THRusT
1.6 DEGREES OVER.
_
- - -
-
BLOCK AT eENO
- -
-
-
-
-
2 PIPE LENGTHS,
STARTING AT 305+75.00
FTG4
-
-
1090
.
....
....
....
....
.
FTG
-5
FTG-
-
189
. .
188
ElevaBon Q16
16
16
Id
m
16
1
g
g
g
g16
16
16
SbBan
m
m
m_
m
m_
m
299+75
300+00
301+00
302+00
303+00
304+00
305+00
306+00
307+00
308+00
308+75
UTECHT AVE. WATER SERVICE PROFILE
SCALE: 1"=4P
NOTE:
REFER TO PROJECT SPEC BOOK FOR CITY OF HASTINGS
STANDARD SANITARY SEWER AND WATER SERVICE
CONSTRUCTION DETAILS,
APPURTENANCE TABLE
FITTING TABLE
TAG
PRESSURE PIPE TABLE
TAG
TAG1&'DIP4.0.4
EASTING
HYD -1
START TOP OF PIPE ELEV.
END TOP OF PIPE ELEV.
P-1
FTG -3
E' 1026.5346
1896.98
1896.98
P-2
VVV-1
10" GATE VALVE 8 BOX
1896.98
1894.44
P-3
N: 2466.8418 /
V 10 in x 6 in
1894.38
1893.26
P-4
N: 3282.2623 /
1893.07
1893.07
NOTE:
HA 111 —1— To SUPPLY, AIA CWUMCT.R M INSTALL. TPTCER
WIPE. THaCER WIRE RISER5, MMNIN. TMEMO MI.OES M— NMO.I.
PIPE PER rtASTINGs —MES —1-00ETNLS.
APPURTENANCE TABLE
FITTING TABLE
TAG
NORTH NG 8
TAG
DESCRIPTION
EASTING
HYD -1
FIRE HYDRANT-6"DIP -8'{i^BURY
1:3286.5303/
10 in x 10 in x 10 in
FTG -3
E' 1026.5346
10 in X 10 in x 10 in
FTG -0
N: 2465.1016 /
VVV-1
10" GATE VALVE 8 BOX
E. 1073.0838
VVV-2
10" GATE VALVE & BOX
N: 2466.8418 /
V 10 in x 6 in
E' 1070.9353
N: 3282.2623 /
WV -3
6" GATE VALVE 8 BOX
E: 1027.7605
SCALE 1"=5'
.. ........ /"'
DETAIL B — B
SCALE 1" 5
O
ma �i��trxr�p.
snnww.xmm�as�ex. squn.uw.rmenury
C
ry �
m z w O
Y Iwo x
L72'wj >
OD U O x
C-11
DATE: FEBRUARY, 2019
FITTING TABLE
TAG
DESCRIPTION
SIZE
FTG -1
10'00" Coupling
10 in
FTG -2
19'x10"x19"Tee
10 in x 10 in x 10 in
FTG -3
10"x10"x1U'Tee
10 in X 10 in x 10 in
FTG -0
10" Bend- 11.25 Deg
10 in x 10 in
10'1"1"T
10inx10 i.x 10 in
FT&6
1 10'x6" Reducer
V 10 in x 6 in
SCALE 1"=5'
.. ........ /"'
DETAIL B — B
SCALE 1" 5
O
ma �i��trxr�p.
snnww.xmm�as�ex. squn.uw.rmenury
C
ry �
m z w O
Y Iwo x
L72'wj >
OD U O x
C-11
DATE: FEBRUARY, 2019