HomeMy WebLinkAboutwaterfrontdriveSHEET INDEX
1. SITE 'GRADING PLAN
2. SITE UTILITY PLAN
3 PLAN pittartirtc sTa °too co To NTA 4+55 Es
PLAN a PROFILE STA 4+5569 it STA 9*5303
ROUNDABOUT AND ISLAND DETAILS
8. SANITARY **WATER SERVICE DETAILS
7 CONCRETE DETAILS
Summary of Quantities
CONCRETE PAVEMENT
REM I DESCRIPTION I WAN.:, U.O.M.
1
2
3
4
5
Evs AT (Established Oum0q) I 3,23 .9
5u0GraS PRpaaEm 1 4,W545q.YI5.
55114 Embalsment 1 13.9
61175 Concrete PLArig I 30225
9511tl & Malan CII: Pete I 74 0
Cu.00+.
Cu. I'D
Sq. VIES
F.
SANITARY SEWER SERVICE
REM I DESCRIPTION i GUAN.I U.O.M.
Lb' PVC Sosbay Sever Man I 5171
2 4' PVC Santa0y Sear Royce E 507.3
3 14' PVC Santa)? Sewer Tap i 110
4'Adjust Existing Precast Coarse 145+1+1+ I 1 G
5 :Precast Care Martlde T 6
4 IRemoe Precast Masde, COW aM Oa 20
L.P.
L.P.
Ea.
Vert Ft.
Vert. Ft.
Ea.
WATER SERVICE
REM I DESCRIPTION
_
D
1
2
3
4
5
6
P PVC Water Main
P PVC Water 5501Cs
r WadrEeyra Tap
axe. sEIDI. Tee
3' x II 1/4 leg. ol. Bart
10' Dia 517 MJ. Sad Deese
8'x6'DI. Peaces
Ii Gate Vane & Riser Rm
D xEC fig. Svmel Bend
2P Anchor Ring Conlon
ON Gate Valise 8 Riser eat
Fre Hydrant
Remote Gate Viva&FSsx Ho<
10°x ID" x a 0 I. Lateral
0"+45 Deg Di Bend
ION Gate Vara 3 Roo Rot
67501[..
4060
60
451Ea.
1
I O
20
20
20
20
23Ea.
25
1CIEa.
IO
1 OEa.
10Ea.
LE_
Ea
Ea.
Ea
Ea
Ea.
Ea
Ea.
Ea
Ea.
HASTINGS, NE
LOCATION MAP
No SCALE
NORTH
PROJECT LOCATION
=Is
I
2,\+
e°
I \,
44, •
VICINITY MAP
NO SCALE
LAKESIDE HEIGHTS
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REVISIONS
DATE: AUG., 2Bge
LAKESIDE
Stem NoRh N9lEzmn9
Number
Naays
Le n91n
Chord Length
unr/Chora Direction
End NadMn9IEzrfieg
L1
221.26
589°21'9908"E
28706131208789574
287039 69. 2088115 92
04
L2
10000
71.84
7030
N72403'2267"E
287039.64.208811592
207057 77,
1777
N54°2813043"E
287057 77,208518385
2070E8. IC 2088198.31
Cl
13000
6062
6007
N91°07'0148"E
287068 10,2088186
2E17113 36,
L3
23.57
0422° 45' 20.47"E
287113 36,208823782
287139 21, 2088248.79
C2
13000
121.16
116.62
1454° 27' 2484"E
28713411,200824679
287202.12,2088343 05
L4
2377
N81°09 2122E
28720212208334385
287205 77,
C3
130.00
6053
5999
5867° 48' 57.82"E
287205.77. 2088367 39
287228 92,
LS
91.23
1859° 283443"E
28722892.2088422.89
287261.93,2088997.14
05
10600
5610
55.37
N38°24 1244E
28728143,2088497.14
287324 82,
L6
13515
N22° 19 5045E
28732462,208853153
2E17449 8.4,
r
FNSHGRADE TO
OP AT PROPERTY
LINE
f%'J///:%//M/J Tl/7
STOP AT PROPERTY TV
LNEFINIS GRADE
Xitr
re a 7r
8__
SEE TYPICAL SECTIONS AND
PLAN d PROFILE SHEETS FOR
GRADING
SEE TYPICAL SECTIONS, PIANO
PROFILE AND ISLAND DETAILS
FOR GRADING
FINISH GRADE TO
STOP AT PROPERTY
LINE
FINISH GRADE 70
STOP AT PROPERTY
LINE
SEE TYPICAL SECTIONS AND er "'y
PLAN 8 PROFILE SHEETS FOR
GRADING
NOTE
ALL NEW CONTOURS N ARE TO FINISH
ROUGH PAVING GRADEHO
0 60 ➢0
SITE GRADING PLAN
50
LAKESIDE HEIGHTS
U)
W
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WO
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2Q'
S
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24
W
U
U
Z
02
K
1
DATE. AUG .2COB
J
SI TFENCE
FABRIC
PLASTIC CABLETIES-
STBE
IF
ALL LAYERS OF FABRIC
w°MIRALtIWOOD
A°'ND.3X SILT FENCE NOTES
MAX. ON CTRS.
4
RE PINS
Z.,/` BACKFILL
SILT FENCE SECTION
1 CONTRACTOR SHALL INSTALL SILT FENCE PRIOR TO
STRIPPING SITE SILT FENCE SHALL REMAIN IN PLACE
UNTIL ALL PAVING IS COMPLETE AND/OR SODDING,
SEEDING, OR LANDSCAPING IS ESTABLISHED.
2 CONTRACTOR SHALL PROVIDE INSPECTIONS OF SILT FENCE
IN ACCORDANCE WITH NPDES PERMIT NUMBER 110000
3. ALL SILT FENCE SHALL BE IN MAINTAINED IN ACCORDANCE
WITH NPDES PERMIT NUMBER 1100X)
LAKESIDE
Number
Radius
Length
Chard Len91F
Line/Chord Direction
start NorlFinglEa iling
End NOM1Fin 9lEasling
LI
22126
SSC21' 9909E
2870613]2087695.79
287039 59,
09
30000
7184
70.30
N75°03' 22,62E
257039 69, 2088115 92
297057 77, 2985183 85
L2
1177
N541 28' 34.93°E
287057.7) 208818385
287068 10, 208819637
C1
130.00
6062
6007
N41° 07' 0145'E
287068. TO, 2085198.31
287113 36, 20 8823 7. 52
L3
23.57
N21° 45 25
287113 36,2088237 82
287134.212088248.79
C2
130 W
121.16
11682
N54. 2T 24.84°E
287139.21, 2088248 79
287202.12, 2088393
L4
2377
N81. 09' 21 22h
287202.12,208834385
28720577,2088367.34
C3
130.00
60.53
5999
NST 48' 57 82'E
287205 77, 206635734
28722842, 208842289
L5
91.23
N55 26' 3443'E
28722842,208842289
28728143,2068497.14
C5
10000
56.10
5537
N38. 24' 1244"E
28728143,2088497.14
287329.62,208853153
L6
13515
5422°19'5045"E
297324.82.2088531 53
287449.84,208858288
BUILD AND MAINTAIL 37 LF.
OF SILT FENCE. SEE DETAIL
THIS SHEET
SAN. SEWER LINE
TO BE ABANDONED
ONES
SAN. SEWER LINE
TO BE ABANDONED
SAN SEWER LINE
TO BE ABANDONED
-----------------
BUILD AND MAINTAIN 37 LF.
OF SILT FENCE. SEE DETAIL
THIS SHEET
4
t
N
--------------
NOTES
1 ALL NEW CONTOURS SHOWN ARE TO
H PAVING GRADE.
FINISH ROUGH
SHEETS FOR
LOCATION OF WATER SERVICES AND
SANITARY SERVICES.
UTILITY SITE PLAN
0 30 60 e0
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LAKESIDE HEIGHTS
WATERFRONT DRIVE STREET AND UTILITY PROJECT
HASTINGS, NEBRASKA
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Consulting Engineers and Architects
McCook, Nebraska 69001
Hastings, Nebraska 68901
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ALL NEM CONTOURS SHOWN ARE TO FINISH
CONCRETE GRADE
Hm'hrn,lal Scale: I"-2090'
Verllml.Seale: l"— 5' 0"
9
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1930.00
192500
1920.00
1915.00
1905 00
1900 00
1895.00
1890.00
CC OP
Tnaxu Pe 074.
1930.00
LAKESIDE HEIGHTS
U
W
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191500
1910 00
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DATE
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4,
EAST ISLAND DETAIL
U 20 0 70
49
Stakeout Data
Point It
Description
Northing
Easting
Elevation
40
50 C.
28704967
2908169.13
192371
dt
aO.C.
26710702
2000229.53
192250
42
0.0 C.
20211105
290038299
142242
47
50 C.
287114.19
200829731
192235
44
00 C.
25711784
290831107
192219
65
8 OC.
77
20883.50
1921.84
40
00.0
287149 474
2008347.22
1921.19
47
aC C.
28715775
290835257
192099
48
6.00.
20716426
200035969
192078
49
0 0.C.
20722162
208844003
191623
50
B 0C.
207074.90
2088101.17
192321
01
0 0.C.
25700091
209818959
192355
52
0.00.
26711835
208021905
192304
53
a OC.
207165.75
208022325
192249
5d
B 0 C
29716732
2080223.45
1922.47
55
0 0 C
20723330
2088250 24
192161
56
a 0 C
20723655
2069321 46
1920.75
52
D.0 C.
20722278
203834273
192049
50
0.0 C
20722511
208836821
1919.96
59
0.0 c
20724984
209641360
191695
CENTER ISLAND DETAIL'.
0 20 40 60
Stakeout Data
Point X
Description
Northing
Easting
Elevation
W
e 0C.
29724685
2098422.02
191673
61
CENTER
29717949
208828631
152267
62
0 OC.
267214.49
208828831
192202
63
a O<.
29720975
2900705.59
192162
04
0 oC.
207190.89
208831920
192176
65
8 OC.
29717949
208832331
1921.91
65
0.0 C.
20716371
208831955
192205
67
0 OC.
28714679
2098309.80
192306
60
aC.
20714481
205829309
192323
69
0.00.
20714449
200828031
1923.23
70
8 0 C
28715550
208826252
192325
>1
0.0 C.
28717303
200025391
192334
72
00.0.
28717949
209825331
192320
GRADING NOTES:
4 -
ALL SUEIGRACE UNDER PAVEMENT SHALL BE
COMPACTED TO 95% OF STANDARD PROCTOR.
INCLUDED WITH THE GRADING SHALL BE BACKFILLING
ALL CURBS. WALKS AND DRIVES AFTER COMPLETION.
3. THE CONTRACTOR SHALL LOCATE ALL. UTILITIES PRIOR
TO BEGINNING WORK
CONCRETE NOTES
1 ALL CONCRETE FOR STREET E. DRIVES SHALL SE CLASS "DD 047B -0W99
CONCRETE. ALL CONCRETE FOR SIDEWALKS SHALL BE CLASS DV
WIFIBERMESH. SEE SPECIFICATIONS SECTION 93300
2 USE LIGHT BROOM FINISH.
3. ALL CONCRETE EOR THRUST BLOCKS A SEWER MANHOLES SHALL SE
ALL SUBGRADE UNDER CONCRETE SHALL BE COMPACTED TO 95%OF
STANDARD PROCTOR DENSITY AT*2% FROM OPTIMUM MOISTURE.
5. WITH ASALER SHALL BE HOT POURED JOINT SEALER IN ACCORDANCE 5.
CAL TRANSVERSE JOINTS SHALL BE SPACED AT 10 FT. CTRS.
ADJUSTS.. TRANSVERSE JOINTS AT INTERSECTIONS AS NEEDED LENGTH
DIVIDED BY W DTH CAN BE NO MORE THAN 125 PER ACJ.
WEST ISLAND DETAIL
111 ll 40
Stakeout Data
Point it
Description
Northing
Easting
Elevation
20
00c.
28710403
2086354.15
192064
21
a OC.
287101 94
208835559
192063
22
S OC.
28210212
2008356 10
192085
23
0 0C.
28219602
208937752
1920.15
2d
B OC.
287209.81
206839681
191966
25
0 o.c
287212 96
2000397 59
1919 62
26
B OC.
28721395
209039669
1019 62
27
0 0_C.
287214 22
2088394 60
1919.56
29
B 0.C.
28720999
200837299
191995
29
B O.0
287210 40
2068359 96
1920 33
36
5 0
28720941
209834662
102040
31
6 on
20720606
200034035
192049
32
00c.
20720307
208934995
192062
33
B.O.C.
28719572
200035220
192503
Stakeout Data
Point N
Description
Northing
Easting
Elevation
1
50 C.
207090.24
208922993
192335
2
13 C.
207060.10
208622051
192371
5.0 C
00.0
287007
2088221 16
0923 30
192329
4
287066 7002
2080224 40
5
80 C.
20710045
203924363
192302
6
aO C.
20711435
200026310
192275
aO C.
20211656
2088264 13
192274
9
8.0 C.
207124.25
2990825260
1922.76
10
B.0 C.
20712085
206824597
192276
11
SAD C.
297131 69
290024290
192263
12
B.O.C.
207132 16
206824042
192286
13
a0 C.
20713027
2006236.73
192292
14
00 0.
20710920
2088232 04
1923.13
LAKESIDE HEIGHTS
W
Z
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tt t
Z Z
U
act
act
act
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A
D
0
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V
Z
0
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5
DATE: AUG.. ars
J
7 -
CROSS
BURY "BLUE WARNING TAPE WI\//\Y�
'CAUTION BURIED WATER LINE"
OR EQUIVALENT PRINTED ON IT. 0 .0
PVC MAIN
BURY 12 GAUGE THWM COPPER
TRACER IMRE ABOVE ALL PVC \
PIPE CONNECT TO ALL FIRE ,^
HYDRANTS AND IRON PIPING
AND FITTINGS.
HAND DIG TRENCH
TO FIT PIPE BELL
NOTE FOR SIZE OF THRUST BLOC SEE SPECIFICATIONS.
CONC. THRUST BLOCK
V
HASTINGS UTILITIES
NEW CORPORATION
STOP SE HASTINGS
WI SERVICE UNE
1—� L4414I
90° BEND
NO SCALE
C\
TAMPEND
D
ED
CA' BGVE
WATER MAIN TRENCH DETAIL
NO SCALE
WITSURROUNDING AREA
HED ROCK OR
GRAVEL TO ASSURE
PROPER DRAINAGE
IMIN 7 CU. FT.)
THRUST BLOCH
HYDRANT
TRACER WIRE
LOCATING STATION
GATE VALVE
BOX
PVC MAIN
C TEE
CONCRETE SLAB
TYPICAL FIRE HYDRANT
ASSEMBLY DETAIL
NO SCALE
CONTRACTOR'S OPTION'. CAN USE RESTRAINED SIMNEL JOINT
FITTINGS AND ELIMINATE TIE RODS AND THRUST BLOCK.
0
SAN SEWER
(TYP. CONFLIC
VEL JOINT
BractV TWO
IEIE PAIR
TRACER WIRE
90° TEE
NO SCALE
USE EXISTING CURB
STOP ON EXISTING MAINS
ELIMINATE CURB STOP ON
NEW MAINS
DISTRIBUTION TRACER WIRE TO STOP
BOX OR BUILDING
TYPICAL NEW SERVICE
' & 22 1/2° AND 11 1/4° BEND TAP DETAIL
LE
VALVE BOX
TRACER WIRE
LOCATING STATION
ATER MAIN
TRACER WIRE LOCATING STATION
NO SCALE
METAL
TM
KINO 'WATER
-
COLLAR COLLAR
COLLAR TO BE FLUSH
PAVING AND SIDEWAL
LOCATED OUTSIDE X
AVEMENT
SUBGRADE s
0 = WATER MAIN SUPPLIER'S
DFECTON RECOMMENDED
ELI
TRACER WIRE
LOCATING STATION
GATE VALVE
VALVE BOX DETAIL
NOSCALE
TYPICAL WATER MAIN LOWERING DETAIL
HU TO FURNISH AND INSTALL
LB.(1. 26 KG) ANODE
INSTALL A MINIMUM OF EVERY
WOO OR AS SPECIFIED ON DWG.
CONTRACTOR TO COORDINATE
INSTALLATION WITH HU FORCES
NO SCALE
LPROPERTY
INE
THE ITEM "SAN SEWER SERVICE" INCLUDES THE
TEE OR MANHOLE CONNECTION. P CAP AND
MARKING FENCE POSTS. 0" PVC SERVICE LINE
WILL EE PAID FOR DIRECTLY PER LINER FTINSTALLED
-401
24 PVC MAIN
STEEL FENCE POSTS. EXTEND
TO 20" ABOVE SURFACE.
SANITARY SEWER SERVICE DETAIL
NO SCALE
CJ. RING 8 CO
ADJUSTING RINGS
AS REQUIRED
GRADE
ECCENTRIC TRANSITION
°I
SECTION
ASTM C-30
UASKETED JOINIT
NG
TYPICAL ALLJOINTS
BARREL SECTION
MONOLITHIC BASE
OPEN GUTTER MODI
TO SUIT LOCATION
STEELREINFORCE
COPOLYMER
POLYPROPYLENE
C
V
LIFTING HOLE
GROUT FULL ry
FLOW LINE
GRAVE RAS
TYPICAL 48" PRECAST MANHOLE
NO SCALE
NOTE. COVER OUTSIDE OF MANHOLE WIl COAT W R.
MEADOWS SEALTIGHT"SEMIMASTIC' OR
TROWEL -MASTIC" DAMPROOFING OR EQUAL
CONCRETE SPECIFICATIONS
FOR WATER & SEWER SYSTEMS
ALL CONCRETE SHALL BE SIX SACK SAND AND GRAVEL MIX AUG A
COMPRESSIVE STRENGTH OP GOOD LE. MINIMUM AT 23 DAYS. AGGREGATE
SHALL BE FROM THE PLATTE RIVER VALLEY. THE ENGINEER MAY ORDER
CYLINDERS IF IN HIS OPINION THE MIX IS TOO WET OR IF OTHER CONCERNS
MAY BE INDICATED.
WATER SYSTEM INSTALLATION NOTES
2.
3
ALL WATER MAINS AND SERVICE LINES SHALL BE BURIED WITH A
MINIMUM OF 5'd COVER OVER THE TOP OF THE LINE.
CONTRACTOR SHALL USE THE FNAL GRADESAND BURY ALL LINES ACCORDINGLY. SHOWN ON THE PLANS
ALL WORK SHALL BE COMPLETED IN CONFORMANCE VNTH THE NEBRASKA
DEPT. OF HEALTH. AND HUMAN SERVICES RULES AND REGULATIONS.
ALL TRENCHES UNDER AND WITHIN 5 FT. OF PAVEMENT SHALL BE
COMPACTED TO 5546 OF STANDARD PROCTOR DENSITY AT ±3% OF OPTIMUM
MOISTURE
5. ALL BEND'S IN PIPE SHALL BE REINFORCED WITH CONCRETE THRUST
BLOCH'S. SEE SPECIFICATIONS FOR SIZE.
fryat
BC
LA
PVC SEWER PIPE
BEDDING DETAIL
NO SCALE
CAREFULLY COMPACTED
BACKFILL
COMPACTED GRANULAR
` MATERIAL
UY COMPACTED
BACKFILL
BEDDING MATERIAL SHALL
BE GRAVEL, PEA GRAVEL
OR CRUSHED ROCK OR A
MATERIAL APPROVED BY
THE ENGINEER.
V
GRANULAR
- AS REVD BY GRADE
STANDARD DROP MANHOLE
NO SCALE
LAKESIDE HEIGHTS
V
C
0
DC
W
Z
0
D
6
DATE: AUG 008
PIROPE TY
VARIES
VARIES
LEAVE BACKFILL I"
BELOW PAVEMENT
ORMED GROOM
POURED SEAL
1" COMPRESsBLE MATERIALo
DOWEL MI 12' CIL PAINT
e OIL ONE END OF DOWEL
NEW CONCRETE
PAVEMENT
TYPE "D" DOWELED
EXPANSION JOINT
SAWED OR FORMED
GROOVE
TYPE "G" HINGED
POURED SEAL
fT
ED ORFORMED
SA
SEE DETAIL
F
TYPE "H" DUMMY
IN JOINT
296
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