HomeMy WebLinkAbout1999-civil planIJI I
HAY BALES JII J
F�OWO
4'-0'
--SET POST FIRMLY
�o
A. DIG TRENCH
EROSION CONTROL NOTES
'-0' STEEL FENCE POST TOPSOIL
ALL DISTURBED AREAS SHALL HAVE A MINIMUM OF SIX (6) INCHES OF
---SNOW FENCE TOPSOIL PLACED.
FERTILIZER
2 WOOD STAKES PER BALE APPLY 400 POUNDS PER ACRE OF 20-0-10 OR EQUIVALENT FERTILIZER.
INCORPORATE IT INTO THE TOP THREE (3) TO FOUR (4) INCHES OF SURFACE
SOIL BY DISKING OR SOME 07HER SUITABLE MEANS.
SEEDING j
SEED MIX SHALL BE MnDOT 500 APPLY 75 LBS PER ACRE.
DORMANT SEEDING AFTER NOVEMBER 1. REMOVE EXISTING CURB & BITUMINOUS, r
FASTEN WITH NAILS OR STAPLES MULCHING REPLACE WITH CONCRETE APRON. ►Q��
2`x2"x30" WOOD POST MULCH SHALL BE MnDOT TYPE 1. MATCH EXISTING. �� 1058.7 4-- •
STRAW SHOULD BE SPREAD UNIFORMLY AT A RATE OF 2 TONS (SEE LV -ST -4) \YO`L 'Qb5878 sj,
PER ACRE AND ANCHORED NTH EITHER NETTING OR A STRAIGHT DISC.tt'
ALL SEEDING AND MULCHING SHALL TAKE PLACE WITHIN TWO (2) WEEKS x 1058 as
OF THE COMPLETED GRADING OPERATION. / CL T Tc sL /058.09
CATCH BASINS ,458.38 xtos8 a 05888E9 cLx
I-6" MIN, DEPTH SILT FENCE AROUND ALL OFF STREET CATCH BASINS PER CITY / \1 \ 105714os7.ta
..�
DETAIL LV -STM -12. / / e5&34 TC
B. LAY IN FABRIC AND BACKFILL
x 1058.62
CL
1058.61 xCK
..
v x 1055.78
TC
1/2 R / �'
CL t05s.56 x
T 0
1/2"R. 3"R. 1 v� _ ; ��-�J M.,055.89 x 1055.02
3 % �Yc el
34' PER FT 0� -
P io 6 o°• / / . t
e e • _ - � 1058.91 �. � .�_ ��
Ci
e sLn
1058.88 xHYD r
1-5/ 8" 1 8 Tc
O ..... ` >> �G I
B612 CURB &GUTTER / 1 TRASH ENCLOSURE
y cr !x 0053.80
x iQ \
� x 1053.18 t
_- 1 0L` t
CL
x 1059.23 p�� 1 '' -_ - `: \ REMOVE EXISTING CURB &GUTTER if
C'- �a��' i�oR y - t x ,053.3 _t & REPLACE WITH DRIVEWAY CU„W/CUT.
2" BIT. WEAR (MNDOT 2341) �'�- TC
_. _.-
1059.13,,x � r- � �tY5.5.TC�013°b
t FT STATION �/ k
8" CL. 5 1009 CRUSHED AGG. BASE (MNDQT 2211) / O �� �`5 5& } � 10
s- to5s.9t
TC ,' ;' i 1053.1 52 88
x .
•�tK .3 TC .87` Tx x x 7051.43
x 1059.52 lb i 1052.79 TC
v CL bC o• \ 1057.86 1052.94 TC x CL CL 8 �•
A \ rC h -,. " CL CL 0 t
PAVING SECTION x 1056.91 ; x 055.71 t 1osa.a� ', 0-
CL x 1059 9 CL CL 1052.42 S
t..\ TC k,058.5.1 L , ��. 11 If
RETAINING WALL s8. \ CL 16
T`x 1057.78
DESIGNED AND INSTALLED x 1059.70 (57.5) _ `' HC
CL
BY OTHERS /,,' 1058.08 x
\ f
i 057.18 1056,5
r TC 1057.61 �C
/ TC x
x 1059 4 - ' , RIM EL. 1047.8 *.
/ TC y \ 1057.421 = / H C
1057 01 C x 1 9 1048.4 l
CL 1057.32 / O C,L 048.4 TC
' x TC (57.2) (� �,' \ 1048.96/
REMOVE EXISTING CURB & BITUMINOUS.
REPLACE WITH CONCRETE APRON.
MATCH EXISTING.
(SEE LV -ST -4)
APPROX. LOC. OF GAS LINE
/i PER PLANS PROVIDED BY MiNNEGASCO
x 1059.95 b0.2 15 `. \ / t PROPOSED 6,540 SQ. FT.
1 �L - \ ---- EXISTING CURB AND GUTTER (TYP.)
(REMOVE & DISPOSE)
x 105911 ` ♦, 057 37
TC
x 1060.,9
1 "'... 19 1049.30 k
o r, HC
xfT060. \ \ \ , \ x
�20
'-SPLIT RAIL FENCE
�OO vim/ / \\ \/ HC 1049.75 x
O o,°9 1 1 fi TC x 10M.92 _
CL + 1'
PROPOSED CURB -81
�`
EXPAND CONCRETE AREA 2+� AND GUTTER (TYP.} '! ,x , 23
�< T
x 1055 35 m
i` CL
i + ♦ 1054.99 ` x 1 50.70
1 1055.81 (55.2) _ , /� HC c ��
\ �C 1055.06 1055-22
`.w TC X w 1 1050
1054.83% x 1051.06 TC
TC x 2 H C C_ s---- --
1054.59
x 1069,05;%.\ 30\ xL1054.62 Lio)
l 5 )� \ Tc (54.6) -
.. RELOCATE TRANSFORMERsp's, F
? s
x TosB so 33'\ 1055.00 �\ EXISTING SERVICE ACCESS x , 71 x 1050 • `f
TC
56.3 \
x 1 ( '�\ x 054.51
I __ (TO BE REMOVED)
\ hC CQ , ,CL
x 1057.36 \35
2 C 1057.05 6\ (54.8) _ 1.054.23 \ 204
�� � ,, , 055.49 1054.79 L.I C
x 1056-75 C TC \ }
x 1054 35 _ J i • • O
�
3 \ CL1056.41 1054.67 x - -- _-.
�• k 1057.51 T` x 1054.69 TC 3
x 25
TC § CL 1054.56 t x 1049.45, .? i`:. / r -�Q.
�ZTC (54.6) CL C ..,
hw•
1056.5 TC1049.88 '
REMOVE EXISTING CURB & 4)
x,055:,5 ( 9) REIPLACE W/ DRIVEWAY CURB CUT
1 ; ' ��� �
CL -�
\ A
1054.0 1048.66 x �� 4;N 11 i
C NCRETE ENTRANCE 10 73 Q O� O
13.68 1 4 �49.4�
TC �4. Q'
\ 7054.81
5
if J ) 1049.4 i• r
x TC TC x 1048.17 h
4
1053,63 1052.9
TC TC 1� 1052.0 1051.0 1 6 x 1049.23 • f(/, f
J \ (5.3.8) x d TC 1049 T TC RIM 047.8
v ( �ICYT
1053 34 ^ 9, a' --X (49.8) x 1048.27 •
t
TC 1049.40 CIL
7 8 01.3. r
10 11 12 14 (o TC 1048.53 �
, •
--- -'� 1053.2 1052. �TC
TC _ 1048.72 Q /
jjj
1052.92 TC _ 1050.5 ., ( TC '4
1
�4
_ y
„tO�
0
10
41
1
! REMOVE AND DISPOSE OF
-�€XI-STING BITUMINOUS
t
f EXISTING BOULDER RETAINING WALLS
�, (TO BE REMOVED)
_ ` x TC TC i
l `1
1009.56 t ,
- O f.` Tc241,01} (48.7) 4� / ,\ Dc
=• - "+► 1051.46 O / `,9 �0 •h
1 �1
-�-�- _ __ - _ X116
1
WAGE & U TY (SO.O a
EASEMEN T PER �' .--_ _... - __a - - a r -
/ ... • :W..
• •
• • • ugp
••
49.6)
N84.35'57"W _._..
- CONCRETE DECK ABOVE
(50.0) `-�_ �_-- - STORAGE AREA BELOW
(LOWER FLOOR ELEV. = 1041.3)
427.35
RETAINING WALL
DESIGNED AND INSTALLED
BY OTHERS
I hereby certify that this plan was prepared by me or under my direct
supervision and that I am a duly registered Professional Engineer under
the laws of the State of Minnesota
5. REVISE PARKING STALLS
4. ADDITIONAL PARKING STALLS
3, PUBLIC/CITY COMMENTS ON PARKING STALLS
2. REVISED PARKING LOT ADDITION
1. PARKING LOT ADDITION
PARKING STALLS
0 EXISTING 179 + (7 HC)
PROPOSED 60
TYPICAL STALL = 9' X 20'
COMPACT STALL = 9'x16' (MIN.)
0 15 30 60
GRAPHIC SCALE IN FEET
BENCHMARKS
# 1200 TNH NW QUADRANT
170TH ST. W. AND IPAVA AVE.
ELEV.= 1085.23
# 1210 TNH SW. QUADRANT
165TH ST. W. AND IPAVA AVE.
ELEV.= 1036.16
Revisions 5. 9-21-99 Date 5-6-99 SHEET TITLE
Name 1. 6-25-99 - OWNER PRO JECT
2. 8-12-99 Designed WDL SITE, GRADING & EROSION CONTROL PLAN CRYSTAL LAKE COUNTRY CLUB, INC. CRYSTAL LAKE CLUB HOUSE EXPANSION SHEET Cl
Reg. No, 18372 Dote 5-6-99 3. 8-17--99
-31-99 Drawn PC DMR
ft
99087-BA.DWG
1 SHEETS
i G
*PIONEER
SEP 2 91999
P�®NEER
engineering PA
2422 Entries Orlve
1 * LAND SURVEYORS • CNK EN01WEF3
Mendota Heights, MN 55120
(651) 681-1914 FAX -661--9488
LMD RANNER9. wro9CAPE ARCHITECTS
625 Highway 10 N.E.
Blaine, MN 55434
->----»--»---»-___
(612) 783-1880 FAX: 783-1883
x 1059.95 b0.2 15 `. \ / t PROPOSED 6,540 SQ. FT.
1 �L - \ ---- EXISTING CURB AND GUTTER (TYP.)
(REMOVE & DISPOSE)
x 105911 ` ♦, 057 37
TC
x 1060.,9
1 "'... 19 1049.30 k
o r, HC
xfT060. \ \ \ , \ x
�20
'-SPLIT RAIL FENCE
�OO vim/ / \\ \/ HC 1049.75 x
O o,°9 1 1 fi TC x 10M.92 _
CL + 1'
PROPOSED CURB -81
�`
EXPAND CONCRETE AREA 2+� AND GUTTER (TYP.} '! ,x , 23
�< T
x 1055 35 m
i` CL
i + ♦ 1054.99 ` x 1 50.70
1 1055.81 (55.2) _ , /� HC c ��
\ �C 1055.06 1055-22
`.w TC X w 1 1050
1054.83% x 1051.06 TC
TC x 2 H C C_ s---- --
1054.59
x 1069,05;%.\ 30\ xL1054.62 Lio)
l 5 )� \ Tc (54.6) -
.. RELOCATE TRANSFORMERsp's, F
? s
x TosB so 33'\ 1055.00 �\ EXISTING SERVICE ACCESS x , 71 x 1050 • `f
TC
56.3 \
x 1 ( '�\ x 054.51
I __ (TO BE REMOVED)
\ hC CQ , ,CL
x 1057.36 \35
2 C 1057.05 6\ (54.8) _ 1.054.23 \ 204
�� � ,, , 055.49 1054.79 L.I C
x 1056-75 C TC \ }
x 1054 35 _ J i • • O
�
3 \ CL1056.41 1054.67 x - -- _-.
�• k 1057.51 T` x 1054.69 TC 3
x 25
TC § CL 1054.56 t x 1049.45, .? i`:. / r -�Q.
�ZTC (54.6) CL C ..,
hw•
1056.5 TC1049.88 '
REMOVE EXISTING CURB & 4)
x,055:,5 ( 9) REIPLACE W/ DRIVEWAY CURB CUT
1 ; ' ��� �
CL -�
\ A
1054.0 1048.66 x �� 4;N 11 i
C NCRETE ENTRANCE 10 73 Q O� O
13.68 1 4 �49.4�
TC �4. Q'
\ 7054.81
5
if J ) 1049.4 i• r
x TC TC x 1048.17 h
4
1053,63 1052.9
TC TC 1� 1052.0 1051.0 1 6 x 1049.23 • f(/, f
J \ (5.3.8) x d TC 1049 T TC RIM 047.8
v ( �ICYT
1053 34 ^ 9, a' --X (49.8) x 1048.27 •
t
TC 1049.40 CIL
7 8 01.3. r
10 11 12 14 (o TC 1048.53 �
, •
--- -'� 1053.2 1052. �TC
TC _ 1048.72 Q /
jjj
1052.92 TC _ 1050.5 ., ( TC '4
1
�4
_ y
„tO�
0
10
41
1
! REMOVE AND DISPOSE OF
-�€XI-STING BITUMINOUS
t
f EXISTING BOULDER RETAINING WALLS
�, (TO BE REMOVED)
_ ` x TC TC i
l `1
1009.56 t ,
- O f.` Tc241,01} (48.7) 4� / ,\ Dc
=• - "+► 1051.46 O / `,9 �0 •h
1 �1
-�-�- _ __ - _ X116
1
WAGE & U TY (SO.O a
EASEMEN T PER �' .--_ _... - __a - - a r -
/ ... • :W..
• •
• • • ugp
••
49.6)
N84.35'57"W _._..
- CONCRETE DECK ABOVE
(50.0) `-�_ �_-- - STORAGE AREA BELOW
(LOWER FLOOR ELEV. = 1041.3)
427.35
RETAINING WALL
DESIGNED AND INSTALLED
BY OTHERS
I hereby certify that this plan was prepared by me or under my direct
supervision and that I am a duly registered Professional Engineer under
the laws of the State of Minnesota
5. REVISE PARKING STALLS
4. ADDITIONAL PARKING STALLS
3, PUBLIC/CITY COMMENTS ON PARKING STALLS
2. REVISED PARKING LOT ADDITION
1. PARKING LOT ADDITION
PARKING STALLS
0 EXISTING 179 + (7 HC)
PROPOSED 60
TYPICAL STALL = 9' X 20'
COMPACT STALL = 9'x16' (MIN.)
0 15 30 60
GRAPHIC SCALE IN FEET
BENCHMARKS
# 1200 TNH NW QUADRANT
170TH ST. W. AND IPAVA AVE.
ELEV.= 1085.23
# 1210 TNH SW. QUADRANT
165TH ST. W. AND IPAVA AVE.
ELEV.= 1036.16
Revisions 5. 9-21-99 Date 5-6-99 SHEET TITLE
Name 1. 6-25-99 - OWNER PRO JECT
2. 8-12-99 Designed WDL SITE, GRADING & EROSION CONTROL PLAN CRYSTAL LAKE COUNTRY CLUB, INC. CRYSTAL LAKE CLUB HOUSE EXPANSION SHEET Cl
Reg. No, 18372 Dote 5-6-99 3. 8-17--99
-31-99 Drawn PC DMR
ft
99087-BA.DWG
1 SHEETS
i G
SEP 2 91999
P�®NEER
'
P p,
{
ENOeNEERINC�,
LEGEND
->----»--»---»-___
EXISTING STORM SE'OFR
EXISTr'^ SANITAF - SEWER
I---I----I---I---
EXIS r;G WATER ONE.
„tom ---,,v--- - -„:v---
EXI "r C; JNDEFC_;i- ))ND TELEVISION
EY! i N; UNDP FV_4-`iUND TELEPHONE
E;1 ". f.si UNDER i+JUND L: ECTRIC
900.- - 9a• -- -- s�
- - - E _ ` ' �G UNvt.41R00ND GAS
BAS;N
TRIC 80=
� _ ..:`✓ANT
�.
p =N TARP < STORM MANHOLE
_PHot-f BOX
_\nc BOX
DI! .,E TREE
............................ a0ONTR04 -:NCE
:'ROI`SPOT _FADES
x
Q`„i I)NAL PARKING SPACES
(WH, "i'+ - = COMPACT VEHICLE STALL)
SITE DATA
AREA OF LOT
207,295 SO, FT.
AREA OF PARKING
LOT
EXISTING
108,350 SQ. FT.
PROPOSED
9.090 SQ. FT.
AREA OF BUILDING
EXISTING
4,360 SQ. FT.
x 1059.95 b0.2 15 `. \ / t PROPOSED 6,540 SQ. FT.
1 �L - \ ---- EXISTING CURB AND GUTTER (TYP.)
(REMOVE & DISPOSE)
x 105911 ` ♦, 057 37
TC
x 1060.,9
1 "'... 19 1049.30 k
o r, HC
xfT060. \ \ \ , \ x
�20
'-SPLIT RAIL FENCE
�OO vim/ / \\ \/ HC 1049.75 x
O o,°9 1 1 fi TC x 10M.92 _
CL + 1'
PROPOSED CURB -81
�`
EXPAND CONCRETE AREA 2+� AND GUTTER (TYP.} '! ,x , 23
�< T
x 1055 35 m
i` CL
i + ♦ 1054.99 ` x 1 50.70
1 1055.81 (55.2) _ , /� HC c ��
\ �C 1055.06 1055-22
`.w TC X w 1 1050
1054.83% x 1051.06 TC
TC x 2 H C C_ s---- --
1054.59
x 1069,05;%.\ 30\ xL1054.62 Lio)
l 5 )� \ Tc (54.6) -
.. RELOCATE TRANSFORMERsp's, F
? s
x TosB so 33'\ 1055.00 �\ EXISTING SERVICE ACCESS x , 71 x 1050 • `f
TC
56.3 \
x 1 ( '�\ x 054.51
I __ (TO BE REMOVED)
\ hC CQ , ,CL
x 1057.36 \35
2 C 1057.05 6\ (54.8) _ 1.054.23 \ 204
�� � ,, , 055.49 1054.79 L.I C
x 1056-75 C TC \ }
x 1054 35 _ J i • • O
�
3 \ CL1056.41 1054.67 x - -- _-.
�• k 1057.51 T` x 1054.69 TC 3
x 25
TC § CL 1054.56 t x 1049.45, .? i`:. / r -�Q.
�ZTC (54.6) CL C ..,
hw•
1056.5 TC1049.88 '
REMOVE EXISTING CURB & 4)
x,055:,5 ( 9) REIPLACE W/ DRIVEWAY CURB CUT
1 ; ' ��� �
CL -�
\ A
1054.0 1048.66 x �� 4;N 11 i
C NCRETE ENTRANCE 10 73 Q O� O
13.68 1 4 �49.4�
TC �4. Q'
\ 7054.81
5
if J ) 1049.4 i• r
x TC TC x 1048.17 h
4
1053,63 1052.9
TC TC 1� 1052.0 1051.0 1 6 x 1049.23 • f(/, f
J \ (5.3.8) x d TC 1049 T TC RIM 047.8
v ( �ICYT
1053 34 ^ 9, a' --X (49.8) x 1048.27 •
t
TC 1049.40 CIL
7 8 01.3. r
10 11 12 14 (o TC 1048.53 �
, •
--- -'� 1053.2 1052. �TC
TC _ 1048.72 Q /
jjj
1052.92 TC _ 1050.5 ., ( TC '4
1
�4
_ y
„tO�
0
10
41
1
! REMOVE AND DISPOSE OF
-�€XI-STING BITUMINOUS
t
f EXISTING BOULDER RETAINING WALLS
�, (TO BE REMOVED)
_ ` x TC TC i
l `1
1009.56 t ,
- O f.` Tc241,01} (48.7) 4� / ,\ Dc
=• - "+► 1051.46 O / `,9 �0 •h
1 �1
-�-�- _ __ - _ X116
1
WAGE & U TY (SO.O a
EASEMEN T PER �' .--_ _... - __a - - a r -
/ ... • :W..
• •
• • • ugp
••
49.6)
N84.35'57"W _._..
- CONCRETE DECK ABOVE
(50.0) `-�_ �_-- - STORAGE AREA BELOW
(LOWER FLOOR ELEV. = 1041.3)
427.35
RETAINING WALL
DESIGNED AND INSTALLED
BY OTHERS
I hereby certify that this plan was prepared by me or under my direct
supervision and that I am a duly registered Professional Engineer under
the laws of the State of Minnesota
5. REVISE PARKING STALLS
4. ADDITIONAL PARKING STALLS
3, PUBLIC/CITY COMMENTS ON PARKING STALLS
2. REVISED PARKING LOT ADDITION
1. PARKING LOT ADDITION
PARKING STALLS
0 EXISTING 179 + (7 HC)
PROPOSED 60
TYPICAL STALL = 9' X 20'
COMPACT STALL = 9'x16' (MIN.)
0 15 30 60
GRAPHIC SCALE IN FEET
BENCHMARKS
# 1200 TNH NW QUADRANT
170TH ST. W. AND IPAVA AVE.
ELEV.= 1085.23
# 1210 TNH SW. QUADRANT
165TH ST. W. AND IPAVA AVE.
ELEV.= 1036.16
Revisions 5. 9-21-99 Date 5-6-99 SHEET TITLE
Name 1. 6-25-99 - OWNER PRO JECT
2. 8-12-99 Designed WDL SITE, GRADING & EROSION CONTROL PLAN CRYSTAL LAKE COUNTRY CLUB, INC. CRYSTAL LAKE CLUB HOUSE EXPANSION SHEET Cl
Reg. No, 18372 Dote 5-6-99 3. 8-17--99
-31-99 Drawn PC DMR
ft
99087-BA.DWG
1 SHEETS