HomeMy WebLinkAbout2001-civil plan/ --EXiS IING 12" BUI l t1FLY 't; At- VL
INSTALL 6"X12" WET TAP LVi
j REPAIR S THEE I TO Ex t lNv
--`- - STRUCTURE tN ACCORD,
TO CITY SPECIFICATION -S
LEGEND.
EXISTING P ROPOI-�t [;
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1. Contra. t„r • a w,;.4d ti it c � r�r � i tiid�,� r; :,huw;i ,n ti,:ir
ftiy
approximate la stu,n u(10 h v i„,st Lfll, i f:"i t rnfolln'Alon Suppin;a
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by the City of t_ .Kirviliu tti, i;. nt•x.t u:v,.i;,.-: sure, y,,r and the
I
owner The un,uu er wai,,.,, ii . yi.,n �,tc tip,; uliittiea shown
F-
comprise all su..n util,tlt-s in ittr il-A llt,i ;r t .'Y,AIL shown in their
0
t.xact location ntr,ii tier r �� v,., ly , ut3i I x.atic, pncl to
cornmencein w (it ,matru, t i P•,r !i , r,;l_,: r-:ics shall immediately
be brought to It :: nenti„ii A ,,,u rn,�r.ci r
_
t
2 All elevin- Ift_ ,n r.•l, r,. r,: ,: to til,: hi:,;, t,:n°ax an,t must ne
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verified by Iii ,,;1 r dt
C?
.
3 All c,,❑ ,tri.,. ;;�, ,i,,Lvii o shall c;OWply wiu', -2.;l
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to
City SLin,i
,i Int Sect ai t ail t 1i llwhc aaa� a 1 ,ajdh:
wuh rnnWiOU'; ha, -,e ,wn ! 1-l.2 Ila) .utr,nw u_ weir
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41i,EKO.Sl(',N CON I Rot.
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�� i E3�::t n di,�,�rnent prtctir.e� st,.til t utlL... , icr.,.I r) ii
/ �� /; ' J `• I a t , t ),,G isne'! t)y ttu ilMmnas,JItPPut;utl�fj , troi A )ei uy .,rid the
UaKota Cc,nsery,jtic.n Distn(t's EI„ on u:,] _rti{neral i ontrol
' :/ �,�� I' �.ilall Ge If- cL)ntrJCtui'S and nlaintairl all
,ia control ;or the ourst-1i "t trw prult:ct
1 ��
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4IS-N INV =917 0
f•'IP;E ,4V; 985 0
Y
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GRAPHIC SCALE
0 10 20 40 60
( IN FEET )
1 inch = 20 ft.
80
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Thi. cGnlraCt.;r shall ulstaii 5dl teniae pncr I., rrl:.tsa uarlhworK, r✓ Cil
O
ti I tie ,.ontr rc if 'Miall remove all sod .,ria t,mt:nt tr ,caned or O `...�..
;, pus ttd utt-sir on paventerh afeas _Soni n ,vol sheik
(0 y
n1�sliS/ia0 G ariavrhng ur swer.puay on ., <. ( basis- Street "►
warning will riot !,e ullowed -' ;i l.`)
r IO O ; '_ �.._.
r c''
T � � I 5 Straw bases .r.,di he5nsiaUed ai,:�un;� �,;1 car .r'. rasin:> until the site
tI�
r� is paved.
r. j ua iandac t seu r, ] ilfln r t;,lcJ)cd within tII t5
I i 7 h n,rs anur C ) I !I -ItJiul. it if, 40 in,l Shall Uu" pf rlOrrflCd In Q 15 = �
j ,_,_iLlartcu lu kl,iDot SpW-111c r t w.seed t !xhir+.; N650 B
I in acwroance w,th MnDot Spe,-. 43 876 and -, , pied ;it the rate of
5t) pounds per ;Acre Mulch complying with Moil j 1t S;,ec '1862 Type 1, to ) y
shall be applied :;nd dtscancho rt:d In iccorda e with MnDOt
I O ;pec. No. 2575.6 F.1 at the raty of 2 tons pt;r o iu. -C c.0 9 C i n
W ;L.
noEd
_-
7 yy/
!- ZJ C 1 F„( C 1 -
EXIST - on
WC)
y q t-) 4J 3
--
CLEAN
CONNECT TO EXISTING 6" SERVICE AND
EXTEND TO BUILDING
I
10 'c'�M i.•,•, r •J•: ia,. 1' bW 1► i,IniF:..l-' Sr::
r CONNECT TO EXISTING 1 1/2"WATER
SERVICE AND EXTEND TO BUILDING TO
USE AS LINE TO POOL BUILDING 1 �;
EXISTING 1 112" WATER LINE- _.r-.--_._-------�'", ,I � v
(APPROXIMATE LOCATION) ` \`
( 2' BELOW SURFACE) i ! \�' \ X 1017.7�� '
_) EXTEND EXIST. 1 1/2" LINE (PIPE IN COIL) (I) 4-
TO BUILDING FOR SUPPLY LINE. • - • - .. • ' - • ' • - • •
kisrinr�.
__ 1018. t 2.93 �, • 2 . �� i
LEO= 1009:49 _ , A. 4:31:QQ.�_ 29 �r A Nr,o
•. > . G
-' =1 023.9 • • \ :.,
EXlSrlNG 6" SANITARY SEWER \ ..-. .. •
-- 1 -- -- - - _ __ _._ • I
7020 -
9076•._. .._.,r-.
1 -7 D ry
EXISTING 1 112 WATER LINE \ ___ `• 10 _ ,.,,,,°
INV 993:54 iNV 993.70 lO1l� - 2p
_ I
4 E i r se;fF; ;I�iTaFl - ._ - - - - tur0 x015.6
ELECT.
EXIST_-� 10
VLR t'
/ c - -- ----- I s
IOP END 1--._.��
14 � 21 �' "2
1 ` 7` /N� 1 1 1- WA TEF' cR GE ��1013.4
ENTRANCE=
-• -a► / I , RE TA1NrNG X- • � I
H • .
INV 996.60 w ' 1022 ' ALL-J026.9t 1022.
6" PVC SDR 35 @ 4 50,0 i '
'k _.�L_ -- -•---- N r <' . {� '� j t 1? 1 w T R v, E o / 0 3 _ - t
,H N _..`•- - -- N H It I �' 4 P� l ' 1022. - ,.a G
8"PVC ALTERNATIVE 4 °t o -CLEA11 OUT D1jtAlN 102 �p I
F /N T U / �
- - .' ,
_. r. ®. , js. fro � l Q ,i � �' ,�, � � -� U { N US � �� I ,�� I
�.
1000. 10 4 . a !N�/. 1 t is. r" •
C\4
-
./ o a �
INSTAL�L1 1010 / 1ot5 9 �" PROPOSED '14
HYDRANT �. PRO SHOP ti / 0 1.;21.: '`� -e-
� BUILDING � Z 1023.
021.3
EXIST. BITUMINOUS ;'X; t •I
SURFACE t � ' , � X1009.6 '� / � ,
� 2
-
UPPER FL OOR = 1026.00 ' ! '� j , 2rk 0.9 1023. G t T11 ti 1 S, j
{ /
LOWER FLOOR = 1016.00 '
x GjV t?ErV 0"E EX, S TlN<a I
' a a 1018.5 10?0.7 Bi, M Nl: i/S c3[
EN TRANCE=1010. 00
• i 1015.9 1014.9 rOt5. 9 1015.9 1-9c,
r i
/ rl 1015 0' T EN
� 1014.9
tr 1015.3 1015.6 RE /N/tv ��
CONSTRUCTION OF A SILT FENCE MAINTENANCE PROGRAM I /�` / / . 0 6,� �� WAL = 101 1022 1023.
r 016.1 1022 X
J
I / • • � C) �\ `~ 10 0 .70. 0?' 1020.3 (10222 / GRAc:_ AREA
1014.65 +� NEW BITUMINOUS SURFACE 16 `off, 1019.2 0 7--
1. Set posts and excavate a 6" x 6" 2. Staple wire fencing to the posts 13 1 Inspection - Silt fences shall be inspected 10 1016 1 TO Ut?A N�:
trench upslope along the line of (High Flow areas only) immediately after each rainfall an0 at (east daily dor- � / / / / • - ! / �� r'I
a 014.5 015.2 1016.2 1016.8 1 .15 1 �' o .7'
posts Ing prolonged rainfall. Any req+iired repairs shall be i \ a - �� / �(J O 0 � °
48' :__ made immediately / t� REMOVE C.B. 1 ' �(J'1 (n C
-- 1014.3 TOP END
it
RETAINING ? /
(Max. ) i" I GB U. H. WAL'.=101700 y ;P O�-.
- 1 3 2 Replacement - Fabric shall be replaced promptly I / / TOP ELEV=1015.03 ri \ 1 t 22
/ RC
rT
when d decomposes or becomes ineffective before the / INV.= 1013.57 ---1(
-
v
,E. INV.= 101,3 43 G= / `T HIGH RE TL INC WALL � ' L"t K
arrier is no longer necessary. �� t S. INV.= 1013.65 _ -j _
133 Sediment removal Sediment deposits should be 1� `% -3 .•
_ r removed after each storm event +hey must be removed NkT rn
I EX1 TING BITUMINOUS SURFACE I 102'-+ >
I
when deposits reach approximately
one-third the height /
{ f1Tft~ I j / O F
of the barrier. CLEAN OUT f� c-�L1 (- r-" -
�' T.D. 1016.10
1AP"012-60 v I I S S 6` C_NCRETE"WALK ,� Y <
Any sediment remaining in place :,=niter the silt fence or i I I I I � / j 10171: -
3. Attach the filter fabric to the wire 4 Backfill and compact the sod. filter barrier is no longer reyuir(� 1 shall be dressed _
to conform with the existing grade, prepared and ! I 16 / GARDEN
fence and extend It into the trench. seeded I ,10 ' 3 TiERE z .1
GARDEN
1.3 4 Removal of silt fence - Silt fences shall be re- -� ,
co 1'C, �ii«�� iri • �� t t..
# (, 1017..:,
moved when they have served their useful purpose, but J �
not before the upslope area has been permanently stabi- ` S • �� `•� I
i•:, lined. If the Lpsiope area is to be exposed longer
than 6 months, that area shall be covered with tempo ' I / / I _-_ 1 DMZ _ -- ---- \ T.D. 1017.
. \ tr-�-�_ / T D
- �, rary vegetation when first exposed. _ 1 t11
-
ro" TREE INV. 1013.80 lN�1 Old 80
� o 1
= Ili I ii�ll� - ;Y1017.2 / _!0173 fji 10174
11vi r
vROOF DRAIN li'�.� % i ..c •.,..••.r•.... .. ;
.t
.'HEE F �:'i.
EXISTING CLUBHOUSE BUILDING � I t
� 1 Y FLOOR ELEV.= 1017.9S/L T FENCE DETAIL e
I'
•, '. - •..^... -. E,... r>.•sa..r�.aca^yx++u s+,swuc:.:arra •e.
X1017.7
IN, 1601a F.ND
j018. I X TAIN111GO
EXISTING f16 • . • . . • ... . • . . 1023.9
................................... 'A
SAN M.H.• 1016
ELEV=1009.49\ dO
1019.J 1020 107,9 0 71>
,INV =1000.89
'1008.0 1020
41
Amp 1020. 1015.6 1021 •
V y
�exsr/y I
WA G Q) ENTRANCE= 1021, 00 TOP END 1
111AV WA X10134 Q) RETAINING 1022.9X
WALL=1026.9'�
•
4, 1010.6 •
Q) 0 3
102
C\1 j1015. 9 11 1022.
Q) u 170
1 Nus
4
1021.
kril
1010.0o,: PROPOSED I - , ( -1 1 1 - I - 1 1021, EXISTING BiTUARNOUS
• PRO SHOP
BUILDING I dO'1023. 021.3
UPPER FLOOR = 1026.00
LOWER FLOOR = 1016.00
ENTRANCE= 1016. 00
1014.9.,' 1015.9
01
TOP E
RE TA N\1
00
0
0
'
.
WALL=1
70
:01 70
NEW BITUMINOUS SURFACE 016 -7070
1
I 1.�
014.5 10152 '1016.2 1016.8 10176 1018.3
1014.3 TOP END
RETAINING
C. 8 M. H.WALL -101700
TOP ELEV=1015.03
N. INV.= 101357
-E. INV.= 101.3.43
S. INV= 101365
Z)
Q)
• EXISTING BITUMINOUS SURFACE
10176
f
10174
10" TREE ,l 0A
J!
018--
1018.
`1017.2 X10171J X1017.3 1017.
CONSTRUCTION OF A SILT FENCE
1. Set posts and excavate a 6" x 6"
trench upslope along the line of
posts.
48"
(Max.)X
3. Attach the filter fabric to the wire
fence and extend it into the trench.
SIL T FENCE DETAIL
EXISTING CLUBHOUSE BUILDING
FLOOR ELEV.= 1017.29
2. Staple wire fencing to the posts.
(High flow areas only)
4. Backfill and compact the soil.
MAINTENANCE PROGRAM
OT
102
X
1018.5
_-1022`,
102719,10
i 0.3
1019.
1023.
0.
REMOVE- EXISTING
1020.7 005 61TUA41NOUS & CONCRETE
1023. I
GRADE AREA
TO DRAIN
I'WIDE RETAINING WALL
6 CONCRETE -'WALK
ALK
W A_
4
GARDEN to
J TIEREQ,
GARDEN 'V C)
irr9/ZZ A
C)
US
1.3.1 Inspection - Silt fences shall be inspected
immediately after each rainfall and at least daily dur-
ing prolonged rainfall. Any required repairs shall be
made immediately.
1.3.2 Replacement - Fabric shall be replaced promptly
when it decomposes or becomes ineffective before the
barrier is no longer necessary.
1.3.3 Sediment removal - Sediment deposits should be
removed after each storm event. They must be removed
when deposits reach approximately one-third the height
of the barrier.
Any sediment remaining in place after the silt fence or
filter barrier is no longer required shall be dressed
to conform with the existing grade, prepared and
seeded.
1.3.4 Removal of silt fence - Silt fences shall be re-
moved when they have served their useful purpose, but
not before the upslope area has been permanently stabi-
lized. If the upslope area is to be exposed longer
than 6 months, that area shall be covered with tempo-
rary vegetation when first exposed.
NOTES
1. Contractor is advised that existing utilities are shown in their
approximate location and have been taken from information supplied
by the City of Lakeville, the architect, developer, surveyor and the
owner. The engineer makes no guarantee that the utilities shown
comprise all such utilities in the area nor that they are shown in their
exact location. Contractor shall verify all utility locations prior to
commencement of construction. Any discrepancies shall immediately
be brought to the attention of the engineer.
2. All elevations are in reference to the benchmark and must be
verified by contractor at groundbreak.
3. All construction activities shall comply with local ordinance and
City Standard Specifications.
5. Regular pavement section shall be 6 -inches class 5 aggregate
with 1-1/2 inch bituminous base and 1-1/2 inch bituminous wear
courses.
EROSION CONTROL
1. Best management practices shall be utilized for all erosion
control. Contractor shall refer to: Protecting Water Quality in Urban
Areas published by the Minnesota Pollution Control Agency and the
Dakota Conservation District's Erosion and Sediment Control
Manual.
2. It shall be the contractor's responsibility to check and maintain all
erosion control for the duration of the project.
3. The contractor shall install silt fence prior to mass earthwork.
4. The contractor shall remove all soil and sediment tracked or
deposited off-site on pavement areas. Soil removal shall be
accomplished by shoveling or sweeping on a daily basis. Street
washing will not be allowed.
5. Straw bales shall be installed around all catch basins until the site
is paved.
6. Site landscape areas shall be seeded and mulched within
72 hours after completion of grading. The seeding shall be performed in
accordance to MnDot Spec. #2575, with seed mixture No. 50 B
in accordance with MnDot Spec. #3876 and applied at the rate of
50 pounds per acre. Mulch complying with MnDot Spec. 3882, Type 1,
shall be applied and disc anchored in accordance with MnDot
Spec. No. 2575.3 F.1 at the rate of 2 tons per acre.
GRAPHIC SCALE
0 10 20 40 60 80
( IN FEET )
1 inch = 20 ft.
MAJOR CONTOUR -
MINOR CONTOUR -
SPOT ELEVATION
CONCRETE -
4" DECIDUOUS -
TREE
12" CONIFER -
TREE
LIGHT -
WOOD RAIL FENCE -
SIL T FENCE -
SANITARY SEWER -
WA TERMA IN
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UPPER FLOOR = 1026.00
LOWER FLOOR = 1016.00
ENTRANCE= 1016. 00
1014.9.,' 1015.9
01
TOP E
RE TA N\1
00
0
0
'
.
WALL=1
70
:01 70
NEW BITUMINOUS SURFACE 016 -7070
1
I 1.�
014.5 10152 '1016.2 1016.8 10176 1018.3
1014.3 TOP END
RETAINING
C. 8 M. H.WALL -101700
TOP ELEV=1015.03
N. INV.= 101357
-E. INV.= 101.3.43
S. INV= 101365
Z)
Q)
• EXISTING BITUMINOUS SURFACE
10176
f
10174
10" TREE ,l 0A
J!
018--
1018.
`1017.2 X10171J X1017.3 1017.
CONSTRUCTION OF A SILT FENCE
1. Set posts and excavate a 6" x 6"
trench upslope along the line of
posts.
48"
(Max.)X
3. Attach the filter fabric to the wire
fence and extend it into the trench.
SIL T FENCE DETAIL
EXISTING CLUBHOUSE BUILDING
FLOOR ELEV.= 1017.29
2. Staple wire fencing to the posts.
(High flow areas only)
4. Backfill and compact the soil.
MAINTENANCE PROGRAM
OT
102
X
1018.5
_-1022`,
102719,10
i 0.3
1019.
1023.
0.
REMOVE- EXISTING
1020.7 005 61TUA41NOUS & CONCRETE
1023. I
GRADE AREA
TO DRAIN
I'WIDE RETAINING WALL
6 CONCRETE -'WALK
ALK
W A_
4
GARDEN to
J TIEREQ,
GARDEN 'V C)
irr9/ZZ A
C)
US
1.3.1 Inspection - Silt fences shall be inspected
immediately after each rainfall and at least daily dur-
ing prolonged rainfall. Any required repairs shall be
made immediately.
1.3.2 Replacement - Fabric shall be replaced promptly
when it decomposes or becomes ineffective before the
barrier is no longer necessary.
1.3.3 Sediment removal - Sediment deposits should be
removed after each storm event. They must be removed
when deposits reach approximately one-third the height
of the barrier.
Any sediment remaining in place after the silt fence or
filter barrier is no longer required shall be dressed
to conform with the existing grade, prepared and
seeded.
1.3.4 Removal of silt fence - Silt fences shall be re-
moved when they have served their useful purpose, but
not before the upslope area has been permanently stabi-
lized. If the upslope area is to be exposed longer
than 6 months, that area shall be covered with tempo-
rary vegetation when first exposed.
NOTES
1. Contractor is advised that existing utilities are shown in their
approximate location and have been taken from information supplied
by the City of Lakeville, the architect, developer, surveyor and the
owner. The engineer makes no guarantee that the utilities shown
comprise all such utilities in the area nor that they are shown in their
exact location. Contractor shall verify all utility locations prior to
commencement of construction. Any discrepancies shall immediately
be brought to the attention of the engineer.
2. All elevations are in reference to the benchmark and must be
verified by contractor at groundbreak.
3. All construction activities shall comply with local ordinance and
City Standard Specifications.
5. Regular pavement section shall be 6 -inches class 5 aggregate
with 1-1/2 inch bituminous base and 1-1/2 inch bituminous wear
courses.
EROSION CONTROL
1. Best management practices shall be utilized for all erosion
control. Contractor shall refer to: Protecting Water Quality in Urban
Areas published by the Minnesota Pollution Control Agency and the
Dakota Conservation District's Erosion and Sediment Control
Manual.
2. It shall be the contractor's responsibility to check and maintain all
erosion control for the duration of the project.
3. The contractor shall install silt fence prior to mass earthwork.
4. The contractor shall remove all soil and sediment tracked or
deposited off-site on pavement areas. Soil removal shall be
accomplished by shoveling or sweeping on a daily basis. Street
washing will not be allowed.
5. Straw bales shall be installed around all catch basins until the site
is paved.
6. Site landscape areas shall be seeded and mulched within
72 hours after completion of grading. The seeding shall be performed in
accordance to MnDot Spec. #2575, with seed mixture No. 50 B
in accordance with MnDot Spec. #3876 and applied at the rate of
50 pounds per acre. Mulch complying with MnDot Spec. 3882, Type 1,
shall be applied and disc anchored in accordance with MnDot
Spec. No. 2575.3 F.1 at the rate of 2 tons per acre.
GRAPHIC SCALE
0 10 20 40 60 80
( IN FEET )
1 inch = 20 ft.
MAJOR CONTOUR -
MINOR CONTOUR -
SPOT ELEVATION
CONCRETE -
4" DECIDUOUS -
TREE
12" CONIFER -
TREE
LIGHT -
WOOD RAIL FENCE -
SIL T FENCE -
SANITARY SEWER -
WA TERMA IN
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