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BENCHMARKS:
*1210 TOP NUT HYDRANT SW QUAD 1657H STREET
AND IPAVA AVENUE. ELEV. - 1036.16
#1220 TOP NUT HYDRANT SW QUAD 162ND STREET
AND IPAVA AVENUE. ELEV. - 977.13
N
Scale in feet
0 50 100 150
IOM I1-1036.4•
Nv EL -1037.n- IOM E 74 ,5 R CR �-
MV EL -10.1234( M 0,10M07
LU R
(4°'" `lt °' wIc 12" R.C.P. STORM SEWER (*"^ N1r °' °1N) 15" R.C.P. STORM SEWER
OH OH OH OH OH OH
OH OH
3 OH OH OH OH OH OH - OH OH OH OH OH OH OH -_ OH OH OH -. _- -- �- _
_ __ -- __ -- �_ �- _- !- �_ OVER HEAD POWER
o
INV EL -107225 NY FL -1032.41
N NV EL -1024.25(.) NV EL-102274(.)
Xr� r- r1 t /1 1 1 ^ !� r- ^ r� r` 1 TI !\ 44 1 NV EL -1026.81N) I V EL -1025.11(.))
NV EL -102!.41(.) INV X02274(4)
L _1_
L/ L-1 . t I I 1 1- C T / i i i \ / i `v (1 w+ 4er a 1wn) NV Eidty wn7(n)
I L_L_\%L_
1
o I hereby certify that this survey was prepared 1
N
REVISIONS DRAWN DRC by me or under my supervision and that Z Hansen Thorp f T H E R A HURCH
EXISTING
r I am a duly registered land surveyor under Pel I i n en 01 SOt1 I n C. H O S " ' I L U SHEET
I1 i
N DESIGNED Minnesota Statutes Section 3 .02 to 326.16 7565 Office R Clyde Of
O LEP �,.,� Edell �. MN 5344-36,� C N D I T I N S
KED �' PHASE A .S E 2 SHEET
CHECKED �
(812) els-o7oo FAx (612) e29-7eoa
s7-210 Engineers Surveyors SURVEY
PROD. NO. / / Z - ¢ -� 7 LAK
A
� Reg. No. Date: � Landscape Architects
LEGEND
0
IRON MONUMENT
LIGHT POLE
O
EXISTING
MANHOLE
❑
EXISTING
CATCH BASIN
EXISTING
HYDRANT
O
EXISTING
WATER VALVE
EXISTING
WATERMAIN
EXISTING
SANITARY SEWER
>
EXISTING
STORM SEWER
>>
_ -900-
- - EXISTING
CONTOURS
BENCHMARKS:
*1210 TOP NUT HYDRANT SW QUAD 1657H STREET
AND IPAVA AVENUE. ELEV. - 1036.16
#1220 TOP NUT HYDRANT SW QUAD 162ND STREET
AND IPAVA AVENUE. ELEV. - 977.13
N
Scale in feet
0 50 100 150
IOM I1-1036.4•
Nv EL -1037.n- IOM E 74 ,5 R CR �-
MV EL -10.1234( M 0,10M07
LU R
(4°'" `lt °' wIc 12" R.C.P. STORM SEWER (*"^ N1r °' °1N) 15" R.C.P. STORM SEWER
OH OH OH OH OH OH
OH OH
3 OH OH OH OH OH OH - OH OH OH OH OH OH OH -_ OH OH OH -. _- -- �- _
_ __ -- __ -- �_ �- _- !- �_ OVER HEAD POWER
o
INV EL -107225 NY FL -1032.41
N NV EL -1024.25(.) NV EL-102274(.)
Xr� r- r1 t /1 1 1 ^ !� r- ^ r� r` 1 TI !\ 44 1 NV EL -1026.81N) I V EL -1025.11(.))
NV EL -102!.41(.) INV X02274(4)
L _1_
L/ L-1 . t I I 1 1- C T / i i i \ / i `v (1 w+ 4er a 1wn) NV Eidty wn7(n)
I L_L_\%L_
1
o I hereby certify that this survey was prepared 1
N
REVISIONS DRAWN DRC by me or under my supervision and that Z Hansen Thorp f T H E R A HURCH
EXISTING
r I am a duly registered land surveyor under Pel I i n en 01 SOt1 I n C. H O S " ' I L U SHEET
I1 i
N DESIGNED Minnesota Statutes Section 3 .02 to 326.16 7565 Office R Clyde Of
O LEP �,.,� Edell �. MN 5344-36,� C N D I T I N S
KED �' PHASE A .S E 2 SHEET
CHECKED �
(812) els-o7oo FAx (612) e29-7eoa
s7-210 Engineers Surveyors SURVEY
PROD. NO. / / Z - ¢ -� 7 LAK
A
� Reg. No. Date: � Landscape Architects
E
li! �{•� 5 � : t
SITE DATA
"z�; i LOT AREA = 796,719 SQ. FT. (18.29 ACRES)
EXISTING BUILDING AREA _
— 30,786 SQ. FT.
PROPOSED BLDG. ADDITION AREA = 23,484 SQ. FT.
` \ \, t' TOTAL BUILDING AREA = / LOT AREA =
NEW CURB do PROVIDE NEW CURB CUT. - � ► �,
GUTTER BY E
163RD MATCH EXISTING CURB STREET , j; � 54,360 SQ. FT. / 796,719 SQ. FT. = 6.8�
{ AND GUTTER. , f'.
OTHERS) �
PARKING REQUIRED = 1 STALL PER 4 SEATS IN MAIN
�+• R=25 -=STOP SIGN 4
' t ASSEMBLY HALL
{') ' t —
SEATS/4 - 200 STALLS REQUIRED
800 SE S/ U
_ _
-- -
]CONCRETE APRON 28 - \� V , , 't'' PARKING PROVIDED '' 353 EXISTING
R45_�'ER CITY STANDARD \ t t. ® 166 PROPOSED
REMOVE EXIST.
T. TURNAROUND
o , 519 TOTAL_
r�.-�...,,..�'
9 00 �` HANDICAP STALLS REQUIRED: 519 STALLS TOTAL ON SITE x 0.02
I i i i i I ! ♦— _ N R=10 10 STALLS REQUIRED
R=3
(TYP-) fR=3 --..1 ' .. . � ; . -$ STALLS ADDT'STALLS IN REQUIRED J*
I / (TVP.) MATCH Bt;iJlAhtc�t>< _
1 / -
� 1 � g 7 .� 2 EXISTING ..,�
I o ti CURB 8c ---------- - `, �,, (4 STALLS PROPOSED)
/ GUTTER
t
F i
\`
z ti B612 CURB
F f \ti .,\ , ;. - 1 PARKING STALL DIMENSIONS: 9 FT. WIDE x 18 FT. DEEP (PERIMETER)
I Q 16 & GUT 1 ER rf \ O , \ 4r \, r... "'-- �.__..___._-... _ d i5
ALT 2 TYP " `" ��% 9 FT WIDE x 20 FT. DEEP (OTHER LOCATION)
PROPOSED1 . � ti`' ( •) ��`� , . .•:.` �', � ,:-'----�---.__.._.__._ - - �
G e �,, \ \ r F _ � r-- .- 1 DRIVE LANE WIDTH: 25 FT.
DRAINAGE I / `
EASEMENT '��
NOTE: ALL DIMENSIONS ARE TO FACE OF CURB UNLESS
I' ' 5 '' NOTED OTHERWISE.
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i`ELN41 �� PROPOSED r `. �`; ���i its '',� •�\ , ”
i FUTURE \\ - f ^1 ` I 'r < $ I a
BUILDING �S',�` � `•` �I��. \ •� ,,
,<` POND NWL-6 ( It
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100YR. FLOOD I t
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CURB AND MAiCH �s' r .• P'
I { { GUTTER AT ❑ I �. ' EXISTING'`, f '
N ® OJ N%I CURB & ,
THESE LOCATIONS — (� Q� O J O ~ R=10
GUTTER
IFIRE LANEP��'QFF` >'a
! NO PARKING HC. IG
}}
1 SIGN (TVP.) 0 {TVP
VERIFY LOCATIONS
f ' 1 W/RRE MARSHAL.
IT. FIRE
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OAK 1� 7 RN-AROUN
as
R=30
{TYP.)
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<''•-1:5.3C�x Ir i" �_ _ �•ELRt�:-T'"r'�-v +" ',tif .-a'4.ti �' �� eva ��' 1 t
INSTALL 500± L.F.
STEEL PLATE BEAM�:. _ DE V K I !
I
1 MODULAR BLOCK _ Et GUARDRAIL 3 FT.
i RETAINING WALL BEHIND CURB. 3 �;� ! t
r`
(TO BE DESIGNED-� I I !' 1 • I '
` BY A QUALIFIED PER MNDOT STD. A`v
I i PLATE 8307 P.
REGISTERED
ENGINEER).
•( 1 �+•..#•_-.__-_ __' _"� ;r•'_ mor ..
i
—
165TH STREET WEST
-t
35
LOCATION MAP
35
162ND ST. W.
O163RD ST. W. SITE
A
165TH ST. W.
Q
Q
a
w
a
N
REVISIONS
DRAWN DRC 1 hereby certify that this plan, specification or report
was prepared by me or under my direct° supervision
1 —�
Hansen Thorp
PelIinen O)Son Inc.
HOSANNA! CHURCHSHEET
LUTHERAN 22/11/98
i
m
CITY COMMENTS
"/23/98 BID ISSUE
JKPand that I am a duly registered Professional Engineer
DESIGNED under the laws of the State of Minnesota.
r
JL
7565 Office Ridge Circle
s
®1
PHASE 2 SITE PLAN
3/10/98 ADDENDUM /13
CHECKED LAJ ,� t
Eden Prairie, MN 55344-3644
S
I'll
_
(612) 829-0700 FAX (612) 829-7806
SHEETS
6:
4/17/98 CHANGE ORDER #1
97-210 K.
PROJ. NO. 4 - ti 5/1 b
Engineers Surveyors
LAKEVILLE, MN
Reg. 25050 Date
Landscape Architects
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REVISIONS
T
DRAWN DRC
y
I hereby certify that this plan, specification or�report
was prepared by
y I
1L —m-7 Hansen Thorp
0)
I'll
w
2/11/98 CITY COMMENTS
DESIGNED JKP
me or under my direct supervision
and that I am a duly registered Professional Engineer
I I
I Pellinen Olson Inc.
M
2/23/98 BID ISSUE
.
under the law of the State of Minnesota.
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A
3/10 1 A
-
CHECKED LAJ
_____
1:�: ->
- �_) \�_ 14, �
-
--) 1 7565 Office Ridge Circle
Iw L Eden Prairie, MN 55344-3644
t�
4/11/98 CHANGE ORDER #1
- . _ , . .-
- �
JENNIFM I -
1 (612) 829-0700 FAX (612) 829-78M
&_
-
PROJ. NO. 97-210
A
1%. MnNA
Reg. 25M 1�1,5-�q,5
Engineers Surveyors
— ___ __
__ I ---
A Date .
'L — Landscape Architects A
HOSANNA!
PHASE 2
LAKEVILLE, MN
CHURCH
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TYPICAL PARKING SEC11ON I 1. ��
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B612 CONCRETE CURs AND MIN- 1-1/2* BITUMINOUS. MN/0OT � I
GUI I EXCEPT WHERE OTHER 2331 TYPE 41 1�
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IS NOTED MIN. 1-1/2" BITUMINOUS. MN/bOT 1
233 T*VPE 31 ,
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M NAOT 3138 CLASS 5 I
A=CMATE. 100% CRUSHED I I
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IMPROVEMENTS SHALL BE CONSTRUCTED ON AP1PROVED. COMPACTED SUBMADE I
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ONTRACTOR SHALL PLACE EROSION CONTROL/WOOD FIBER BLANKET ON ALL .
OPES OF 3:1 OR GREATER. ,
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TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MUST BE PLACED AT ALL I I
NTRANCES To THE SITE.
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ESTORE DISTURBED AREAS TO EXISTING oR BE I I CONDITIONS. I
I
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:)NTRACTOR SHALL SEED. MULCH AND DISK ANCHOR WITHIN 48 HOURS .-,�
7EIR THE COMPLETION OF THE ROUGH GRADING WITH REVEGETATIoN To - I
CUR WITHIN 48 HOURS AFTER FINE GRADING. SEED MIX SHALL BE
NDOT SEED MIX 30A ON THE WEST SIDE OF THE SITE AND MNDOT SEED MIX I
A IN THE POND AREAS. SEED MIX RATE APPLICATION SHALL CONFORM To I
E TABLE IN MNDOT SECTION 2575.3. , ��
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)ND SHALL BE CONSTRUCTED PRIOR TO MASS GRADING OF THE SITE. . I
FLOATING SILT/FILTER CURTAIN MUST BE PLACED ACROSS THE POND i
TWEEN THE INLET AND OUTLET. THIS CURTAJN MUST BE OF A PERVIOUS I I
kTERIAL TO FILTER SUSPENDED SEDIMENT WHILE ALLOWING WATER To
6W,, THFk�GH ��_,CURT ...- ---�, __`11 I I
� i�il WOF _V 61� - � 10 _� �
TO '11� I
NSTRUCTION ACCESS To SITE IS RESTRICTED ' I I
TREET. CONSTRUCTION
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TURBANCE TO EXISTING SITE PARKING SHALL A /I I I
MINIMIZED. I
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LEGEND I � - I �
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- IRON MONUMENT I I �
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_t� LIGHT POLE I
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_� ___ - EXISTING SANITARY SEWER I I
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-- -- 1�!-)C- - --- - - EXISTING CONTOURS i �,
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.0___�900-----� PROPOSED CONTOURS I
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23=2:2� EROSION CONTROL ".
BENCHMARKS:
#1210 TOP NUT HYDRANT SW QUAD 165TH STREET
AND IPAVA AVENUE. ELEV. - 1036.16
#1220 TOP NUT HYDRANT SW QUAD 162ND STREET
AND IPAVA AVENUE. ELEV. - 977.15
�
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1' CONTOURS SHOWN ON PAVED AREAS ONLY ; , "g, , I
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2' CONTOURS SHOWN ON ALL OTHER ARE,,�& 'I" ��i,
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Scale in feet I
I— 1111111111111111111111111111111 �
__11111111111111IR ________j I
0 50 100 150
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G D I N G AND
--., P 954 3C,
•_ 11 �,
ry NOTES:
CONTRACTOR SHALL DETERMINE LOCATION OF EXISTING PUBLIC AND
PRIVATE UTILITIES PRIOR TO CONSTRUCTION AND SHALL BE RESPONSIBLE FOR
tit 1
' .•....,__.____:.______,.__._.u._..__..__.,__._..:...--..--___�_..v._.-_�.�_._....___._��___._._.•:_.._ �.�_.._..�._.._. .�r,___....._.._.._�__.__�.__. ,i J ;-.,. �� t`" �t '� ` �� �'t� PRESERVING THESE. ANY RERPAIRS NECESSARY DUE TO CONTRACTORS
OPERATIONS SHALL BE MADE AT CONTRACTORS EXPENSE.
S" D!P S•r r'`•`' I { -v BEFORE DIGGING CALL GOPHER ONE CALL 454-0002
i
1 3RD .:; STREET __ _ _ _.
.�. .__._ TOP 992.65 ��. --._'� � `
i > ;,},}, ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF LAKEVILLE AND
INV 989.65 �: ^ , ,J \\ ' t 1 t; MNDOT STANDARD SPECIFICATIONS.
CASTING NEENAH R 3067V (TYP.)
PIP
E CLASSIFICATIONS
—� _„_-_ --__- ,.� _ fr-• -_ �-t.,_.... - <. -w. _ -.� s. _ _-'_ _ tl ' i {} t }� t � si DIP CLASS 52
RCP CLASS V
BENCHMARKS:
A
V O --"'�REMOVE F.E.S. AND SET MH OVER EX. 18" RCP } ;;
i 1210 TOP NUT HYDRANT SW QUAD 165TH STREET
F.E.S. I 2" f,P, a-• MH2 1 AND IPAVA AVENUE. ELEV. = 1036.16
R=4g INV 989.5 `
I„ 93:2f� TOP 988.0 i���+� #1220 TOP NUT HYDRANT SW QUAD 162ND STREET
FI F - INV 990.2 1. \ , t; t t ;t AND IPAVA AVENUE ELEV. 977.15
/ POND EXTEND AND PLUG
IP FOR FUTURE _ :`.
ALT 2 '€ i } CONSTRUCTION ACCESS TO SITE IS RESTRICTED TO
IPAVA AVENUE AND 163RD STREET. CONSTRUCTION
,. ( #)
. NWL 989.5 a ,. k�','
DISTURBANCE TO EXISTING SITE PARKING SHALL
100 YR. FL 993.1 YDRANT
Q1 �.�' s' aP, c1. S2 "Aft 8� DIP CL. 52 BE MINIMIZED.
� 1 1 �� t 1 ,� t i_.,,- r •'fir\ . t
F.E.S. W/TRASH GUARD & g ,.-TIE INTO
14.4 C.U. YD. CL 111 1 CL v C'i� K EXIST. 6" Bi ri_:144ttvtxf�s
GROUTED RIPRAP oo.stx 1 a RCP, cx. v '. DIP STUB
INV 989.0 ,' O D.stxMH3
TOP 995.0 , f i .`� •8 PVC 1 -
INV 989.49 C84
TOP 99 , 9 'P � �
I V 990. ALT `1`,%may`
PROPOSED ti
DRAINAGE ' O ` { �z st'r °.•_,,- X11 i , z 4 s.
EASEMENT N
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I( zIi t SHADED' AREA INDICATES
H APPROX. AREAOF WOODU o BER BLANKET TELM �I I{
USE
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ALL LOCATIONS DISTURBED `� �` ;7"'' '
4
t2 RCP tx.. v o > BY STORM SEWER `INSTALLATION.
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EXTEND AND PLUG — f,i i E.S. /TR SH GLIA &
6 DIP FOR FUTURE ' ! 4.4 CU. YD. CL III
DRAIN TILE �— 82 — _ _ _ ..�_ _ / E3RTED QLeAP "'% r•
1
ANT {` 00
0 _ n
TOP r�, JINV
INV 989.3
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eTOP 100 5 �' r ` I t + �• t
INV 996.8 4 1 ►�
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TbP 1008.0
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";c 11E INTO EX. 6" DIP STUB. I TOP
$'"y tT }. "IR i..}YI -t. }t•S .� _. }.t :L•i 1 ' , 3 t: l ♦t
REMOVE AND RELAY L k o t�
`{ EXISTING 6" DIP AS - IF EX. HYDRANT CONFLICTS NTH �� ��� i_" r
NECESSARY TO PROVIDEI
PROPOSED GUARDRAIL INSTALLATION.
MODULAR BLOCK,
i RETAINING WALL MIN. 7.5 FT. COVER. INSTALL REMOVE HYDRANT & VALVE. PLUG n Fri
DESIGNED BENDS, OFFSETS, ETC. AS .
( AND ROD LEADREUSE HYDRANT AT
REQUIRED TO PROVIDE
BY A QUALInED /g NEW LOCATION IN SOUTH PARKING LOT
_ ADE(K1ATE CLEARANCE BELOW EHIND
REGISTERED
�� WALL. (SEE DETAIL) AS INDICATED.
a,
ear,ctvs �'i5n'{
3
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16 5TH STREE WES T 'Nov.,-}
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{}pt. .sty EL t ,15 5"r .
11
O
N REVISIONS
DRAY M
DRC 1 hereby certify that this plan, specification or report
by direct
.L —�
Hansen Thorp
,
was prepared me or under my supervision
EXISTING CATCHY BASIN
2/11/98 CITY COMMENTS
EXISTING HYDRANT
and that I am a duly registered Professional Engineer
EXISTING WATER VALVE
Pellinen Olson Inc.
m 2/23/98 810 ISSUE
DESIGNED
DESIGNED
under the laws of the State of Minnesota.
7565 Office Ridge Cirde
°
CiiCKED
I p`� �'""" 9
JL
Eden Prairie. IMI 55344-3644
3/10/98 ADDENDUM #3
j
V
-_ -�
Q%
(812) 829-0700 FAX (612) 829-7806
4/17/98 CHANGE ORDER #1
PROJ. NO.
97-210 JENIIIFU�K. Poswu
I5
-- PROPOSED SANITARY SEWER
Engineers Surveyors
PROPOSED STORM SEWER
Reg. 25050 Date
1
Landscape Architects i
11
S
LUTHERAN
PHASE 2
LAKEVIL.LE, MN
f
N
Scale in feet
0 50 100 150
UTILITY PLAN
SHEET "'T
5 of
SHEETS
LEGEND
a
IRON MONUMENT
LIGHT POLE
EXISTING MANHOLE
EXISTING CATCHY BASIN
EXISTING HYDRANT
EXISTING WATER VALVE
------ :.
- EXISTING WATERMAIN
___
__. EXISTING SANITARY SEWER
EXISTING STORM SEWER
_ - 90 Cr
EXISTING CONTOURS
Q
PROPOSED MANHOLE
0
PROPOSED CATCH BASIN
V
PROPOSED HYDRANT
Q%
PROPOSED WATER VALVE
-- 1
PROPOSED WATER MAIN
>
-- PROPOSED SANITARY SEWER
— >>—
PROPOSED STORM SEWER
f
N
Scale in feet
0 50 100 150
UTILITY PLAN
SHEET "'T
5 of
SHEETS
3
N
2 i
CONCRETE GRO IN NG WINGS
MIN. 2 RINGS
OX 1' OF RINGS
NCLL NG MORTAR
MORTAR EXI
OF RINGS
RMI -NECK
UNDER CA5tM1G NOT N JOINT FlIJER
PAWED AREAS.
PRECAST OONCRETE TOP - -�
SLAB SHALL BE OESCNM
FOR AASH71D RS -25 N04W
LOADING. PLUS DEAD LOAD.
BE
RWM--NEC7= OFUER R APPPF 11ED
Ea2Al
ACCORDING,PRE= CONCRETIE MANHOLE
*0 W SHALL BE
TD ASTM C-478 W/O -RING JOINTS•
LV -STM -2
NOTES:
1. BASE TO BE CWMD
TD FORM SMOOTH INLET
TO DIMS.
2, PPE CUT -Wm TO BE
LOCATED WhM REQUIRED,
3. STEPS TO LOCATED ATAY FROM
PPE OPENING.
4, %ppJEO Np►IA�HRRN�KAAm
GROUT MIX.
FOR SIM MAIIIHOLES
CASTING NEENAH-1R
ESS 8805. MCI -309,
1046. CONMAL D
PICKFtOIES
AND THE
SEWEFf
STAMPED ON LANE COVER
INTEM BASE NHER POSSIBLE BE USED ---f
,
STORM SEWER PLATE W IJV-
STANDA@I I I RD MANHOLE DAZE
(48'INSIDE DIAMETER) �: u1�
HYDRAW LOCATOR To BE
fie FIBERGLASS WORVIM)M
(NO BALL ON TOP)
LV-WM-4
BDx I z _i t' TYP,
FATE OF MAT OR
BACK OF CURB
r -PE ROD (TYP.) PER N01E BELOW
•. dYMIrE
4">r4 6'pP
BLACIGNC ON ALL
HYDRANTS
idxldd MiN. i CU.YO. OF 1-1/7 WISHED ROCK
t)ONCREIE
BASE
ALL HTURNNT LESHALL BE TO VM
3/4' TA: ROM TSE ROD SHALL E)IREiiD
FROM TEE TO VALVE AID VALVE TO H'TYDRIWt
WET► LUGS WY BE USED iN LU OF TE
RODS.
firms, WOOD
Sr#M 94' D.C. -
DOM Qv"
WATERMAIN PLATE �`�
HYDRANT LEAD DETAIL
DATE FEA_l. 1992
REV. 3/1/96
-PROM 'SIU STOr FABRIC OR
ECIA-FASTEN TO STM ES
10' YIN
BACKFILL I ?"
LV-STM12
PROPD( 'SILT SiIDP` FABRIC OR
L'OIYM,-FASTFM TO STAIQ 5
0 �
Z % 1 MCHOIR WITH IR DRIVEN (I
REGROUND jlYP }
4 REAR YARD STORM SEWER
STRUCit1RE
00 -o
PI xfi1FNT OF 5E98NflN7'
MILES A, SMT F19iCE
STORM SEWER RATE NO.STL-STM- 12
11A1F ['Cta 1. t�'_1
EROSION CONTROL DETAILS Will. 3/11/11114
3/1/!6
rH�
LV -STM -E
ANCHOR BOTH ENDS
W/1' LYE BOLTS
16 GA CKVAMZED
STEEL STRAP
(TI 11 6 TVP.
(
1
I
I
I
I
- - iWWSYERSE a
LONGITUDINAL BARS
'316 FOR3�4 F,OR 21
TO 42' F.E.S., T" FOR
PIAN Ar TO 77, WELD EACH
INTERSECTION
GINE 1' EYE BOLT WITH
TWO IHNISFiER.S EACH
M? (IN
100
10
' Hr
( 18' TO 42. DIA. -Hi
I - 49 TO 72• Drl-17
f�
NOBS:
i. ENTIRE HIFIMIY DUTY TRASH GUARD ASSEMBLY TO BE
HUT -OP CAllWNM NTEIR FABRTIITTON.
2. SRE OF TtiIL4HR 61MRD UIRIABLE DEPV40ENT ON SIZE OF
FLARED ENO SECTION.
3, PUTAE TRASH GUARDS ON APRONS 1d NO LARGER.
STORM SEWER PLATE ND Ly-
TRASH GUARD FOR APRON GATE _ ,. 7992
REV. 3/1/96
LV-WM-3
2-1/1t NOSE CWSCCMN (T►IRHAD 421 3•'1/16 O.D.. 7-1/t T.P.I.
4-1/2• PULtPER ODNI41C110N (TW"SIZE 5-3/4* O.D. Jr TPL
10 NUT CAP w/CHAIN
I
0 214181
TWO- 2-1/7 FOSE NOZZLIS
ONE- 4-1/2" PUMPER NOZZLE
o (
•A INDIES 1. It BREAV4FF SECTION
2 1KOO 1 POINT TO FLAT)
UT
1-
3, DRAIN HOLES ABOVE NORTML WATER
B 1
ARE
�NOfamu TABLEBE OPM BEaES
PLUGGED, W/PLWR tIOZZLE
.� -1/7 PANTED BLACK. AND TAG STATiNO
ED GiN110E •DR1W HOLES PLwaw
4. HYDRANT M BE ORDERED FOR
7 �3 a' -d BURY.
1/7 5. ALL WDRANTS SHALL HAVE
TAPPED DRAM HOLES,
I 5. THE HYDRANT 801 SHALL BE
CLASSCCQ T M ANDD OV . EPDXY
1
V.
3-5/117 5-1/4 7-3/11
7/d HOLES
WATERMAIN PATE NO LY-..11+�
PACER MODEL WB -100
PATE FEiI,. 1992
HYDRANT REV, 3/1/94
LV -STM -5
NOTE:
I. BROOK MANHOLE CONSTRUCTION S ALL ONLY BE USED WHEN A PRECAST MAY NOR
BE FABRICATED FOR THE PARTKAR.M APPUGHTOM Ate APPROVED BY THE ENGINEER.
2. DEPTH IS LESS ix l 1WOW TYPE TO0 F7 NO ORIN RWWHEN MOF �NOW DANIGARD "WE� IS OREATER00 �E
T141NN 4'-W AS SPECIFIED OR AS SHOWN ON THE PLANS
3. ON MAN11 LES WRI> PIPEDIAAiETFA(S) 6'ITEATER THAN W. CONSTRUCT BBC"
WITH COI4CREIE FILL TO CROON NCHEY PPE. ON MANHOLES WITH PiPE
DMNETEA(S) OF 36 OR LESS, CONSTRUCT BENCH WITH CONCRETE Ell TO
SPRINGUNHE OF PpES. SLOPE FLOOR TO PR04pE SMOOTH FLAW FROM NLbT TO
OUTLET.
4. PRE'GLST MANHOLE SECTIONS AND BASE SHALL BE ACODRDING TO
ANTI! C-478 W 0 N6NC JO WS.
STANDARD STORM SEWER PLATE NO_i sml-s
SLAB -TOP MANHOLE tiIE 1 1992
(48' INSIDE DIAMETER) REV. 3/1/94
TEV. 3/1/96
I
LV-WM-6
>N RYMOtO
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AT
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I MA
no UL MMNME r00t. A OPlIIR IFAIMRIFAIOR Au0 tOR IRP6N7R W PR in No W OF
KOMI1M V NE %9 F9U s0M1101t �O n6 -CESS PR]fllt/IMh x GINw/Ilas
s31ww+M 371862 x to= rt=U.
4 ALL toTTIMR3 NIST HAVE NIG UA%
7. P13N0 �T[ 1NRRT >� vu 1R 1�7 M ALL VAMMM01 MM ANI OI ALL
rRT111MM rpt It' norm M Ae LM M
PLATE NO LY -M-6
WATERMAIN
DATE F M 1- 1942
THRUST BLOCKING DETAIL, 3/1/w
REV. 3/1/94
NO1iNNAL
Frn1NG
SILK
INCHES
FOR STORM MANHOLES cAttlNc NEENAH iR-1642,
PRECAST CONICt1ETE TOP SLAB ESS EROS, MCI -3114, f1d7 IRON WORKS 1845
SHALL BE DESIGNED FOR
W/2 CONCEKID PICXHOLES AND THE WORDS
AASHTO NS -25 HIGHMIXY
•STOFCI BUYER' STNFED ON THE COVER.
LDADTNG. PLUS Wx LOAD.
1.4
GROUTED IN
1.4
PLACE CONCRETE
-
ANK19M RINGS -
6
MOL 2 RINGS
3.0
MAX 1' OF RINGS
3A
RICLD. MORTAR
1.9
NOTE: 27CPENNG FOR b � MORTAR EXTERIOR OF RINGS
a
STANDARD MANHOLE 24 ■ JOINT FUER TO BE RAM -NEG(
5.3
> 3d OPENING FOR CATCH -"OR APPROVED EOUAL LNDERR
5.4
BASIN MANHOLE TOP SLAB AND ALSO CASTINGS
o
1.5
NOT IN FAMED AREAS
b
10
STEPS AS PER
a!
STANDARD PLATE CONCRETE SEWER BL=
8.4
MAY BE USED WITH
2.8
low MORTARED DrIERIOR
t
11
8.5
r
CONCRETE FILL
r
8.8
3.4
AAV APPROVED NON BE
J /LOIN SHRIN SABLE tIIDIJT HDI.
14
11,3
r
T- �-
NOTE:
I. BROOK MANHOLE CONSTRUCTION S ALL ONLY BE USED WHEN A PRECAST MAY NOR
BE FABRICATED FOR THE PARTKAR.M APPUGHTOM Ate APPROVED BY THE ENGINEER.
2. DEPTH IS LESS ix l 1WOW TYPE TO0 F7 NO ORIN RWWHEN MOF �NOW DANIGARD "WE� IS OREATER00 �E
T141NN 4'-W AS SPECIFIED OR AS SHOWN ON THE PLANS
3. ON MAN11 LES WRI> PIPEDIAAiETFA(S) 6'ITEATER THAN W. CONSTRUCT BBC"
WITH COI4CREIE FILL TO CROON NCHEY PPE. ON MANHOLES WITH PiPE
DMNETEA(S) OF 36 OR LESS, CONSTRUCT BENCH WITH CONCRETE Ell TO
SPRINGUNHE OF PpES. SLOPE FLOOR TO PR04pE SMOOTH FLAW FROM NLbT TO
OUTLET.
4. PRE'GLST MANHOLE SECTIONS AND BASE SHALL BE ACODRDING TO
ANTI! C-478 W 0 N6NC JO WS.
STANDARD STORM SEWER PLATE NO_i sml-s
SLAB -TOP MANHOLE tiIE 1 1992
(48' INSIDE DIAMETER) REV. 3/1/94
TEV. 3/1/96
I
LV-WM-6
>N RYMOtO
plpl NO1 OOOFFIeeMILISI
•y��p MW MGI r
PLUS® Own ITR
L L J
Al
AT
NE16 PJAGM am R111111110 TRE
NOitS �Rq�T
i OER g1AL��M� 9NINl I�
1 iK4lWWI
Naomi I A 11E 1RT� ALOINS.£ f0 lfM1116 �" F
4, ,IID *NF nAlo ,11K Fls�HselCE. olaT s+wc nus
I'm
I MA
no UL MMNME r00t. A OPlIIR IFAIMRIFAIOR Au0 tOR IRP6N7R W PR in No W OF
KOMI1M V NE %9 F9U s0M1101t �O n6 -CESS PR]fllt/IMh x GINw/Ilas
s31ww+M 371862 x to= rt=U.
4 ALL toTTIMR3 NIST HAVE NIG UA%
7. P13N0 �T[ 1NRRT >� vu 1R 1�7 M ALL VAMMM01 MM ANI OI ALL
rRT111MM rpt It' norm M Ae LM M
PLATE NO LY -M-6
WATERMAIN
DATE F M 1- 1942
THRUST BLOCKING DETAIL, 3/1/w
REV. 3/1/94
NO1iNNAL
Frn1NG
SILK
INCHES
TEL TrYE.
PLUG OR
CAP
� �D•
PLUGGED
CROSS
�
PLu(xED
� RUN
A
4s
BEND
22-t/2' t1-1/4'
BEND BEND
4
to
1.4
1,9
1.4
to
-
-
6
2.1
3.0
4,3
3A
1.6
1.9
-
a
3.8
5.3
7.8
5.4
2.9
1.5
1A
10
5.9
a!
11.8
8.4
4,8
2.8
1.2
11
8.5
12.0
17.0
12.0
8.8
3.4
1.7
14
11,3
18.3
23.0
18.7
Q9
4.6
2r3
18
15.0
21.3
30.Q
21.3
11.6
6.0
3A
18
19,0
27,0
38.0
27.0
14.6
T,8
3+6
20
23.5
33,3
47.0
35.3
ia.1
9.4
!.7
24
34A
46A
88.0
46.0
28.2
13.6
b.a
FLOTATION SILT CURTAIN
1:
CARRIER FLOAT STEEL TENSION CABLE
WATER SURFACE
-+ CURTAIN
FABRIC
ANCHOR
CABLE VARIABLE
DEPTH
CURTAIN
�- WEIGHT
ANCHOR
LAKE BOTTOM 12"f
rN��H
LV -STM -7
M
0
w
Y, M'+ a 1 •
�
i
NREVISIONS
DRAWN
DRC
I hereby certify that this plan, specification or report
was prepared by me or under my direct supervision
1 Hansen Thor p
• Ri: 8
•#/
4/17/99 CHANGE ORDER /, 2
JKP
and that I am a duly registered Professional Engineer
PIAN '�B
USE EWIV. D FOR PPE ARCH
GROUTED RIP RAP
r 1' CL. a MIR.
CONCRETE END SECTION
STEEL SHEET PIE 7'-0 LANG DT(D T FUER
SEE OETAI LV -STY -8 MIOOT TYPE N INCIDENTAL
TO CONSTRUCTION OF
RP RAP
SECTION A -A C06T?pp1 O N 2221Q°�ER
PPE F.E.S. OR LARGER
STORM SEWER PLATE ND LY -SN -
HAND PLACE
DIRE FEB. 1. 1942
GROUTED RIP RAP mv: 2/1/03
PROPERTY UNE _
1/7 EXPANSION VARIES SAWED JOINT
JOINT IF DWVEWAY 16'-L7• INN. CENTERED Oil
a CONCRETE ORNEWAY
DRKMMY 7
EJOMINb10N ( 7.5Tt TYP.
NT
rim" APRON Ti
cum n
GUTIElt d0�81T M -AN"
r
RAN
8618 CURB
R GUTTER
1
T-7 1/2' L WELDED WIRE MESH
SECTION
STREET RATE NO ��
INTEGRAL D/W APRON
(COMMERCIAL/INDUSTRIAL) DATE _Fm i. 1942
3/1/96
HANDICAP RAMP DETAIL
BROOM FINISH TEXTURE
�- PERP. TO SLOPE
FLARED SIDE
FLARED SIDE
ddOr
ROCK CONSTRUCTION ENTRANCE
6' MIN N.
1' TO 2" WASHED ROCK
NOTE: ROCK SIZE SHOULD BE 1" TO 2" IN SIZE SUCH AS MNDOT
CA -1 OR CA -2 COURSE AGGREGATE.
A GEOTEXTILE FABRIC MAY BE USED UNDER THE ROCK TO PREVENT
MIGRATION OF THE UNDERLYING SOIL INTO THE STONE
i
HANDICAP SIGNAGE_. .
f'•r, (TO BE INSTALLED AT ALL HC PARKING STALLS)
i 1
NO
r CAP TOP OF POST 12" PARKI NG
w. f -SIGNAGE � y
----CENTER SIGNAGE AT
HEAD OF EACH SPACE
2" GALV. STEEL PIPE
B612 CONCRETE CURB (Sc GUTTER
1/2" RAD 6 3" RAD
I �
0
�a
NOTES:
1. SLOPE 3/4" PER FOOT NORMAL, UNLESS
OTHERWISE SPECIFIED. IF A DIFFERENT
GUTTER SLOPE IS PERMITTED. THE GUTTER
FORM MAY BE TILTED.
1/2" RAD
f�
RETAINING WALL
WALLS OVER 4' IN HEIGHT SHALL INCLUDE
GEOGRID REINFORCEMENT DESIGNED BY
A REGISTERED ENGINEER. DRAINAGE SWALE
8" MIN. TOPSOIL
FENCE/GUARDRAIL
MODULAR CONCRETE BLOCK /(WHERE REQUIRED)
RETAINING WALL INSTALLED
TO MANUFACTURERS CAP UNIT
RECOMMENDATION � r
��
0°0°0
C,
O
oo°o
G°000°
o�oo�
ooc°�o
0°0°°
Co
Goo °0
0 0 0
COO -n
O�0 G
8" MIN. 000000
01100
D0
°0700 .
OG 0
o°o°o°o°000000000000
1_2'
(TYP.) 6" MIN.
GEOGRID SHALL
BE CUT FOR
POSTS, NOT
DRILLED
4
COMPACTED
BACKFILL
COMPACTED CRUSHED
STONE OR COURSE
GRAVEL BACKFILL.
(12" MIN. AROUND WALL)
4" SUBSURFACE DRAINS
(DRAIN TILE)
COMPACTED CL 5 BASE
WATERMAIN ADJUSTMENT AT RETAINING WALL
EXISTING
GROUND -�
FI RE
LANE o
k U
d Z
18" ~ 4
METAL SIGN
W/ LETTERING
ASS INDICATED
1
(U
STEEPAINTED (COLOR BY POST
L SIGN
t OWNER) 12"
Z STEEL TROWEL
FINISH VAN 6„ o �_
FINISH GRADE G;;
ESSIBLE `
OCCURRENT MAY
12"
STATE PERMIT
o z � ,••
OR LICENSE 8"
ALL STEEL SHALL
BE GALVANIZED REouIREo F R L A N E SIGN DETAIL
r Slake
1'-0" 1 FABRICATE SIGN PANELS OF
DIA. 1 18 GA. STEEL OR .063 ALLUMINUM
n. .
�,. -'3. r ;. , ...,,a:rr':� .d"'e,E.,af `�`�;,,,�•it�,.",�, I: .I`.. f _r>>' ..fit
MODULAR CONCRETE BLOCK
RETAINING WALL
(PER SEPARATE DETAIL
AND SPECIFICATIONS)
s
0
'nl
i
NREVISIONS
DRAWN
DRC
I hereby certify that this plan, specification or report
was prepared by me or under my direct supervision
1 Hansen Thor p
4/17/99 CHANGE ORDER /, 2
JKP
and that I am a duly registered Professional Engineer
1 P el I i n en Olson Inc.
DESIGNED
undue laws of the State of nesota.
1 Office rcle
~)
O
CHECKED
LAJ
Eden Prairie,7565
MN 551344-3644
(612) 829-0700 FAX (612) 829-7806
RROJ. NO.
97-210
JE*MWER K.
4_»1/._x'/
Engineers Surveyors
50
Reg. 2�`° Date _ "♦
Landscape Architects
a-.,, ,„,.e cNrn.2�. _ cw: ,_ ,a __7rkl�� � r..hc�.va�, ..xn.�
• '
MODULAR CONCRETE BLOCK
RETAINING WALL
(PER SEPARATE DETAIL
AND SPECIFICATIONS)
s
'nl
MEGALUG
6' DIP
45' BEND
EXISTING
CURB do
GUTTER
EXISTING
6" GATE
VALVE
45' BEND
EX. 6' DIP EX. 6" DIP
VERIFY THAT MEGALUGS
HAVE BEEN USED AT
EXIST. VALVE AND TEE.
IF NOT, INSTALL COATED
RODS BACK TO TEE.
1. INSTALL FITTINGS AS SHOWN
TO PROVIDE ADEQUATE COVER (7.5 FT. MIN)
BELOW AND BEHIND RETAINING WALL
IF COVER CANNOT BE MAINTAINED, INSULATE.
2. MEGALUGS TO BE USED AT ALL
MECHANICAL JOINTS.
3. THRUST BLOCKING PER CITY OF LAKEVILLE
STANDARD DETAIL.
HOSANNA! LUTHERAN CHURCH SHEETO
PHASE i DETAILS f -SHEETS5
I
LAKEVILLE, MN