HomeMy WebLinkAbout2018-09-17 Stantec Email to Galloway Re Review Information - Plates Julie Hultman
From: Eric Johnson
Sent: Wednesday,September 19,2018 8:39 AM
To: Julie Hultman
Subject: FW:Public Storage Oak Park Heights Review letter
Attachments: OPH Complete Std Det Set 8-8-17.pdf
For file....
From:Mann,Lee<Lee.Mann@stantec.com>
Sent:Monday,September 17,2018 10:46 AM
To:Adam Koester<AdamKoester@gallowayus.com>
Cc:Eric Johnson<eajohnson@cityofoakparkheights.com>
Subject:RE:Public Storage Oak Park Heights Review letter
Adam,
Detail plates attached. Let me know if you need anything else.
Lee M.Mann,PE MN,WI,CA
Principal
Direct:651 604-4850
Mobile:651 775-5956
Lee.Mann@stantec.com
Stantec
2335 Highway 36 West
St.Paul MN 55113-3819 US
®Stantec
The content of this email is the confidential property of Stantec and should not be copied,modified.retransmitted,cn used for any purpose except with Stentec's written authorization.If you are not the
intended recipient,please delete all copies and notify us immediately.
From:Adam Koester<AdamKoester@gallowavus.com>
Sent:Monday,September 17,2018 9:42 AM
To:Mann,Lee<Lee.Mann@stantec.com>
Cc:Eric Johnson(eaiohnson@citvofoakparkheights.com)<eaiohnson@citvofoakparkheights.com>
Subject:RE:Public Storage Oak Park Heights Review letter
Hi Lee,
Sorry for the delay on this. We are ready to submit but in reviewing your letter,we note that you have requested we
add water details and that City plates would be provided. We have not yet seen the City plates. Can you please
forward. Thanks.
Galloway
Planning.Architecture.Engineering.
ADAM KOESTER,PE,CPESC,CIVIL ENGINEERING PROJECT MANAGER,ASSOCIATE
1
6162 S.Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884 0
303.887.4104 C
AdamKoesterGallowayUS.com
www.GallowayUS.com
Colorado I Utah I California
Licensed in more than 40 states to better serve you.
This message and any attachments are intended only for the recipient named. If you are not the intended recipient you are notified that any dissemination,
disclosing,copying,distributing or taking any action in reliance on the contents of this information is strictly prohibited.Galloway&Company,Inc.considers any
design data to be in final form only when plotted,stamped and signed.Galloway&Company,Inc.assumes no responsibility for the unauthorized use of this data.
From: Mann, Lee<Lee.Mann@stantec.com>
Sent:Wednesday, September 5, 2018 2:40 PM
To:Adam Koester<AdamKoester@gallowayus.com>
Cc: Eric Johnson (eajohnson@cityofoakparkheights.com)<eajohnson@cityofoakparkheights.com>
Subject: FW: Public Storage Oak Park Heights Review letter
Hi Adam,
I am just following up to our phone conversation of 8/16 and the email below. My recollection is that you would submit
plans that address the attached comments. I have not seen those plans as of this date, please let me know the status.
Thanks!
Lee M. Mann, PE MN,WI, CA
Principal
Direct:651 604-4850
Mobile:651 775-5956
Lee.Mann@stantec.com
Stantec
2335 Highway 36 West
St. Paul MN 55113-3819 US
Stantec
The content of this email is the confidential property of Stantec and should not be copied,modified,retransmitted,or used for any purpose except with Stantec's written authorization.If you are not the
intended recipient,please delete all copies and notify us immediately.
From: Mann, Lee
Sent:Thursday, August 16, 2018 9:36 AM
To: 'adamkoester@gallowayus.com' <adamkoester@gallowayus.com>
Cc: Eric Johnson (eajohnson@cityofoakparkheights.com)<eajohnson@cityofoakparkheights.com>
Subject: Public Storage Oak Park Heights Review letter
Here you go.
Lee M. Mann, PE MN,WI,CA
Principal
Direct:651 604-4850
Mobile: 651 775-5956
Lee.Mann@stantec.com
Stantec
2335 Highway 36 West
St. Paul MN 55113-3819 US
2
5 Stantec
The content of this email is the confidential property of Stantec and should not be copied, modified, retransmitted, or used for any purpose except with Stantec's written authorization. If you are not the
intended recipient, please delete all copies and notify us immediately.
3
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Stantec METHODS FOR PVC
PLATE NO.
OAK PARK HEIGHTS, MN BED-1
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Stantec
METHODS FOR RCP OR DIP October 2013
PLATE N0.
OAK PARK HEIGHTS, MN BED-2
- MATERIAL IN THIS AREA SHALL BE CONSIDERED
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PLATE NO.
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OAK PARK HEIGHTS, MN BED-3
KEY NOTES: I)
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3. 6"x6" fabric anchorage trench and backfill with tamped natural soil.
4. Plastic zip ties (3 minimum w/501b tensile) located on top 8".
5. Machine slice 8"-12" depth (plus 6" flap).
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PLATE NO.
OAK PARK HEIGHTS, MN \ ER0-1
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1 Stantec CATCH BASIN
PLATE NO.
OAK PARK HEIGHTS, MN �� ERO-4A
1
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CATCH BASIN INSERT October 2013
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OAK PARK HEIGHTS, MN ERO-4C
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PLATE NO.
OAK PARK HEIGHTS, MN ERO-5E
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PRECAST INVERT MUST BE 1/2
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SECTION TIGHT CONNECTION
LAST REVISION:
SANITARY SEWER MANHOLE October 2013
Stantec
PLATE NO.
OAK PARK HEIGHTS, MN SAN-1
PRECAST INVERT MUST BE 1/2
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FERNCO.
NEW SANITARY MANHOLE LAST REVISION:
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J PLATE NO.
OAK PARK HEIGHTS, MN SAN-1A
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LAST REVISION:
SANITARY SEWER JUNCTION MANHOLE October 2013
4 Sta me L_ r
PLATE NO.
OAK PARK HEIGHTS, MN SAN-2
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ALL DOG HOUSES SHALL BE GROUTED I
(EPDXY COATED) ON THE INSIDE AND OUTSIDE.
INTEGRAL WITH BASE SECTION
SECTION
I
LAST REVISION:
SANITARY SEWER DROP INLET October 2013
00 Stantee MANHOLE
PLATE NO.
OAK PARK HEIGHTS, MN SAN-4
J
2"MIN
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r. s�r%- - NEENAH R-1755G FRAME
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TIE DOWN BOLTS REQUIRED AT
LOCATIONS WHERE CASTING COULD
BE DISPLACED FROM CONE SECTION
HDPE RINGS REQUIRED
IN PAVED AREAS
ECCENTRIC
WATERTIGHT MANHOLE
K
LAST REVISION:
WATERTIGHT CASTING FOR
4 Stanteke SANITARY SEWER MANHOLE October 2013�
PLATE NO.
OAK PARK HEIGHTS, MN SAN-5
\ J
DESIGN OR EXISTING GRADE
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COVER OVER PIPE - a WIDTH OF INSULATING BOARD - b
2' 11'
3' 9'
4' 7'
5' 5'
6' 3'
LAST REVISION:
INSULATION DETAIL April 2000
ai# Stantec
PLATE NO.
OAK PARK HEIGHTS, MN SAN-6
SERVICE LINE
ENCASE WYE PVC SADDLE 4
IN MIN. 4" CONCRETE
SOLVENT \
CEMENT SEAL
SEWER MAIN 1 . ` e\ e .
FLOW e I S .
STAINLESS STEEL
BANDS
PVC MAIN
NOTES:
1. PVC SOLVENT CEMENT SHALL BE USED FOR PVC SADDLES.
LAST REVISION:
PVC SANITARY SERVICE SADDLE JUNE 2016
UStantec CONNECTION
PLATE NO.
OAK PARK HEIGHTS, MINNESOTA SER-6
SER-6.DWG
FORD TYPE Al SINGLE LOCKING
FINISH GRADE LID CASTING AS SPECIFIED.
i1=al 11=
ONE PIECE PVC SCH.40
CLEANOUT RISER VARIES
LONG TURN
T-Y SCH.40
- ':
NOTE:
ENCLOSE LONG SWEEP BEND
PVC PLUG OR COMBINATION WYE IN
CONCRETE AS SHOWN.
MI INS
L ENCASE PVC WYE IN CONCRETE
MIN.1/3 CU.YDS.
EXISTING
BITUMINOUS/CONCRETE FORD TYPE Al SINGLE LOCKING
DRIVEWAY/SIDEWALK LID CASTING AS SPECIFIED.
CURB STOP
AND BOX
WATER SERVICE
TYPE K COPPER
Nig CURVED SEGMENTAL
MANHOLE BLOCK
LAST REVISION:
CURB BOX AND CLEANOUT February 2014
ail Stantec PROTECTION IN DRIVEWAY
PLATE NO.
OAK PARK HEIGHTS, MN 1 SER-8
it J
GROUT BOTTOM OF MANHOLE TO 1/2
"1"11%. . DIAMETER AT PIPE AND SLOPE GROUT
2" TOWARD INVERT.
/ II. MANHOLE STEPS SHALL BE PLACED
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OF CONE IS FACING DOWNSTREAM.
. .• I 411
-
PLAN
CASTING AND HDPE
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• COMBINATION OF RUBBER GASKET
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Lii
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DOGHOUSES MUST BE GROUTED
BOTH INSIDE AND OUTSIDE.
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6"
SECTION
LAST REVISION:
STORM SEWER MANHOLE October 2013
.\,0
Stantec
PLATE NO.
OAK PARK HEIGHTS, MN STO-1
NI
GROUT BOTTOM OF MANHOLE TO 1/2
DIAMETER AT PIPE AND SLOPE GROUT
2" TOWARD INVERT.
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al.. LEI
MANHOLE STEPS SHALL BE PLACED
• SO THAT OFFSET VERTICAL PORTION
OF CONE IS FACING DOWNSTREAM.
PLAN CASTING AND HDPE
ADJUSTMENT RINGS AS
SPECIFIED.
I
-.i
27"
o MANHOLE STEPS, 16" ON CENTER.
RI-
WATER TIGHT SEAL WITH
COMBINATION OF RUBBER
1 GASKET AND RAMNEK.
VARIES i
12"-16" , VARIES r—
1(
PIPE SHALL BE CUT TO BE 2" INSIDE
MANHOLE AT THE PIPE'S MIDPOINT.
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w
1 ...:IIIk.
DOGHOUSES MUST BE GROUTED
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IIIMIIIIMMINIS
L... 6"
SECTION
LAST REVISION:
STORM SEWER JUNCTION MANHOLE October 2013
c4, •
/ 1 PLATE NO.
OAK PARK HEIGHTS, MN STO-2
/ J
NIPRECAST INVERT SHOULD BE 1/2
DIAMETER OF PIPE AND BENCHES SLOPED
2" TOWARD INVERT.
Mit: MEI
' V. , MANHOLE STEPS SHALL BE PLACED SO
fis.,.
N
THAT OFFSET HOLE IN TOP SLAB IS
FACING DOWNSTREAM.
PLAN
CASTING AND HDPE
ADJUSTMENT RINGS AS
SPECIFIED.
TOP OF BARREL SECTION BELOW TOP SLAB
-gip TO HAVE FLAT TOP EDGE SEALED WITH 2
N BEADS OF RAMNEK OR EQUAL.
VARIES I MANHOLE STEPS, 16" ON CENTER.
12"-16"i 27" '- t
I �- WATER TIGHT SEAL WITH
COMBINATION OF RUBBER
w VARIES GASKET AND RAMNEK.
C2 1 Q sPIPE SHALL BE CUT TO BE 2" INSIDE
ra
` --.--k-11111 MANHOLE AT THE PIPE'S MIDPOINT
-�-� DOGHOUSES MUST BE GROUTED
BOTH INSIDE AND OUTSIDE.
6"
SECTION
STORM SEWER JUNCTION MANHOLE LAST REVISION:
WITH REINFORCED TOP SLAB October 2013
J PLATE NO.
/ 1
OAK PARK HEIGHTS, MN / STO-3
PRECAST INVERT SHOULD BE 1/2
DIAMETER OF PIPE AND BENCHES SLOPED
2" TOWARD INVERT.
air nog
'..W., .. ,. . ei. MANHOLE STEPS SHALL BE PLACED
SO THAT OFFSET VERTICAL PORTION
OF CONE IS FACING DOWNSTREAM.
Pi
PLAN CASTING AND ADJUSTMENT
RINGS AS SPECIFIED.
J-1 TOP OF BARREL SECTION BELOW TOP
Firenim -=- SLAB TO HAVE FLAT TOP EDGE SEALED
= WITH 2 BEADS OF RAMNEK OR EQUAL.
cr)Lu tip
171
C2 ` 27" r MANHOLE STEPS, 16" ON CENTER.
i _ WATER TIGHT SEAL WITH COMBINATION OF
RUBBER GASKET AND RAMNEK.
w VARIES PIPE SHALL BE CUT TO BE 2" INSIDE
lEic L
5'-0 MIN. MANHOLE AT THE PIPE'S MIDPOINT
Q -4.I L gra
r._f.-1 1
. ! O
ter,
14 I IL F DOGHOUSES MUST BE GROUTED
18" BOTH INSIDE AND OUTSIDE.
LLA
WIMINIMEIMMIAMIll I3" MINIMUM
6" 3 GROUTED INVERT
SECTION
LAST REVISION:
STORM SEWER JUNCTION MANHOLE October 2013
cyStant* . WITH REINFORCED TOP SLAB & SUMP
PLATE NO.
OAK PARK HEIGHTS, MN STO-4
J
Iia
i! 24"X36" SLAB OPENING FOR
III` CASTING AS SPECIFIED
iiI)
DIMENSION FROM BACK OF CURB TO
CENTER OF STRUCTURE.
4' DIA. MH - 9" IN FROM BACK OF CURB
5' DIA. MH - 3" IN FROM BACK OF CURB
6' DIA. MH - 3" BEHIND BACK OF CURB
7' DIA. MH - 9" BEHIND BACK OF CURB
IWWI 8' DIA. MH - 15" BEHIND BACK OF CURB
ISI CASTING AND HDPE ADJUSTMENT
PLAN RINGS AS SPECIFIED.
dam.zik,
TOP OF BARREL SECTION UNDER TOP
VARIES SLAB TO HAVE FLAT TOP EDGE SEALED
12"-16" WH 2 ADS OF RAMNOR EQUAL.
VARIES
WATER TIGHT SEAL WITH
EK COMBINATIONITBEOF RUBBER
GASKET AND RAMNEK.
DOGHOUSES SHALL BE GROUTED ON
cnuj
BOTH THE OUTSIDE AND INSIDE.
11.1
MANHOLE STEPS, 16" ON CENTER
a •
6" a II GROUT BOTTOM
Ai
SECTION
LAST REVISION:
CATCHBASIN MANHOLE October 2013
Stant
PLATE NO.
OAK PARK HEIGHTS, MN STO-5
1
I
OM
� 24"X36" SLAB OPENING FOR
/` ` CASTING AS SPECIFIED.
/nrilTI
� \��
DIMENSION FROM BACK OF CURB TO
CENTER OF STRUCTURE.
i 4' DIA. MH - 9" IN FROM BACK OF CURB
5' DIA. MH 3" IN FROM BACK OF CURB
6' DIA. MH - 3" BEHIND BACK OF CURB
�� 7' DIA. MH - 9" BEHIND BACK OF CURB
8' DIA. MH - 15" BEHIND BACK OF CURB
IIIV
CASTING AND HDPE
IMO ADJUSTMENT RINGS AS
PLAN SPECIFIED.
r
11111.1111111111111111 1\
VARIES ��_ - TOP OF BARREL SECTION UNDER TOP
12"-16" J SLAB TO HAVE FLAT TOP EDGE SEALED
WITH 2 BEADS OF RAMNEK OR EQUAL.
J VARIES WATER TIGHT SEAL WITH
COMBINATION OF RUBBER
5'-0" MIN.
GASKET AND RAMNEK.
J
w DOGHOUSES SHALL BE GROUTED ON
Q BOTH THE OUTSIDE AND INSIDE.
>
P.-
MANHOLE STEPS, 16" ON CENTER
J a'.
w
.. d Q
'.' I O
V •
1 J ..
0 6.. ,a
T
SECTION
LAST REVISION:
CATCHBASIN MANHOLE WITH SUMP October 2013
ao Stantt
PLATE NO.
OAK PARK HEIGHTS, MN STO-6
J I
3'-0"
1�1
. 1311u .
N
DIRECTION OF FLOWZot
III�III
ISI
PLAN
GRATE TO BE 1" BELOW
CASTING AND HDPE GUTTER GRADE.
ADJUSTMENT RINGS AS 10' TRANSITION EACH
SPECIFIED. SIDE OF CATCH BASIN.
mm
24" X 36"
PRECAST
VARIES
DOGHOUSES SHALL BE 4" \tel 3" GROUT
GROUTED ON BOTH THE mini
`_/- ��
INSIDE AND OUTSIDE. 6"
SECTION
LAST REVISION:
CATCHBASIN October 2013
Sta me c
PLATE NO.
OAK PARK HEIGHTS, MN STO-7
3'-0"
NOTE:
VANE GRATE SHOWN -
i:)
_ II II
- - o
- - N
DIRECTION OF FLOW
II!' "I I
PLAN
GRATE TO BE 1" BELOW
GUTTER GRADE. 10'
CASTING AND TRANSITION EACH SIDE OF
ADJUSTMENT RINGS CATCH BASIN.
AS SPECIFIED.
01111111111111
611110911
24" X 36"
PRECAST
DOGHOUSES SHALL BE
GROUTED ON BOTH THE O j
INSIDE AND OUTSIDE.
18"
3" MINIMUM
fmio.rialtamoom
BEEINIEBNIEM
3"
----- GROUTED INVERT
SECTION
LAST REVISION:
CATCHBASIN WITH SUMP April 2010
( Stantec
PLATE NO.
OAK PARK HEIGHTS, MN
STO-8
PIPE SHALL BE CUT TO BE 2" INSIDE OPENING SIZE AND LOCATION
MANHOLE AT THE PIPE'S MIDPOINT TO MATCH CASTING AND
AND HAVE OPENINGS FILLED WITH ADJUSTMENT RING TYPE.
MN/DOT 3Y GROUT AND BRICKS AS
NECESSARY AROUND PIPE
TOP OF BARREL SECTION BELOW
REINFORCEDA` F _<='ter
"�rx TOP SLAB TO HAVE FLAT TOP EDGE
CONCRETE .#.��• �� ;>`"'
SEALED WITH 2 BEADS OF RAMNEK
PIPE • � OR EQUAL.
„;, FILL ENTIRE SUMP
WITH GROUT, AND
COMPLETE INVERT
12" MIN. (MN/DOT 3Y GROUT)
6Wi�i�
G .
VARIES
REFER TO SCHEDULE FOR
DIAMETER OF STRUCTURE
LAST REVISION:
PRECAST SHALLOW March 2008
Sta me c
STORM SEWER STRUCTURE
PLATE N0.
OAK PARK HEIGHTS, MN STO-9
-- BEEHIVE CASTING
NEENAH R-4342 OR
APPROVE EQUAL
ADJUSTMENT RINGS
AS SPECIFIED
PRECAST CONCRETE
STRUCTURE (27" I.D.) -o I=
27" MIN. DIA._
PIPE SHALL BE CUT TO z
BE 2" INSIDE MANHOLE
AT THE PIPE'S MIDPOINT ;.,
i /4' �� � Air 5„� w
11,
REINFORCED
CONCRETE PIPE
FILL WITH APPROVED
40" DIA. x 5"THICK GROUT AND FORM INVERT
PRECAST REINFORCED
CONCRETE BASE SLAB
DOGHOUSES MUST BE GROUTED
BOTH INSIDE AND OUTSIDE.
PRECAST 27" SHALLOW DEPTH LAST REVISION:
SEPT 2013
StanteL BEEHIVE STRUCTURE
PLATE NO.
OAK PARK HEIGHTS, MN STO-9A
SEE CITY PLATE NO. STO-13 FOR RIPRAP PLACEMENT.
ANCHOR CLIP 111
411:41
ti� /
\411,/
4r AIII .
*4f
TIE LAST 3 PIPE JOINTS. USEPER
JOIT. I2 TIEBNSTALL OLT AT 60°RS FROM
TOP OR BOTTOM OF PIPE.
Ns4044
PROVIDE 3 ANCHOR CLIPS TO FASTEN
TRASH GUARD TO FLARED END SECTION.
y HOT DIP GALVANIZE AFTER FABRICATION.
ANCHOR BOTH SIDES.
ISOMETRIC TRASH GUARD SIZING
PIPE SIZE BARS 'H' BOLTS
12"- 18" 3/4"0 4" 5/8"
21"- 42" 1"0 6" 3/4"
48"-72" 1 1/4"0 12" 1"
r
FLARED END SECTION LAST REVISION:
April 2000
4 Stantec AND TRASH GUARD
PLATE NO.
OAK PARK HEIGHTS, MN STO-12
SEE CITY PLATE NO. STO-13 FOR RIPRAP PLACEMENT.
04 TIE LAST 3 PIPE JOINTS. USE
2 TIE BOLT FASTENERS PER
JOINT. INSTALL AT 60° FROM
TOP OR BOTTOM OF PIPE.
LAST REVISION:
FLARED END SECTION February 2014
Stant
PLATE NO.
OAK PARK HEIGHTS, MN STO-12A
1 ♦♦ 1�0♦ �1 1
01.18,b♦& rr
♦wo-in. •ow,♦♦et",
RIPRAP
��♦ ♦1.11*er +ao
.1 ♦Whoi5r P♦ VIlla
A ♦ AD ♦. C1,,,,....),,„..ts.y.11r1rid 1
A,,_ 1 40
..r.:0 Okt%41.0.).".
*.• ...a.:/1....
.. ibe . ik..... ....
r., • 0.4. *41 %
1 - ,04,- 0.
. ♦*♦1•
4 B ♦�
PLAN 5D
12' MAX. RIPRAP REQUIREMENTS
HAND PLACE AS 12" TO 24" 8 TO 12 CY CL.3
NECESSARY 27" TO 33" 14 TO 20 CY CL.3
36" TO 48" 23 TO 38 CY CL.3
- TI-iii-1 _• 54" AND UP 62 CY AND UP CL.4
:
CORE DRILL HOLE FOR 4"
PVC DRAINTILE AT APPROX.
22.5°FROM CENTER
I
%%& 411101=11111M
stZV OA
taidial
MINNI/1III 111111111111111
atoriumill , ° .. c • 'D 4
vT r
,,
IN1CURB AND GUTTER
PLAN
BITUMINOUS
AGGREGATE
GRANULAR
SUBGRADE
ir-
����L�"'��i �.�i�;����---;-----------'-- '�����::';-�.:/� :ice p ti����
0
g.~
K p
Q
11<si 'I % lu
J A
20'-0"TYP. _
' • PERF. SCH-40 PVC DRAINTILE
,, v (SEE DETAIL STO-19)
w
, J cc
•
> • HOLES ARE REQUIRED TO BE CORE DRILLED ONSITE.
•
DOGHOUSES REQUIRED ON INSIDE AND OUTSIDE OF
DRAINTILE CONNECTION
•
T NOTE:
// , ANY ADDITIONAL BENDS OR FITTINGS
• USED TO CONNECT THE PVC DRAIN
TILE TO THE PE DRAIN TILE OR
:d\\
aia. •
� a •y STRUCTURE ARE INCIDENTAL TO THE
a . COST OF THE PVC PIPE.
LAST REVISION:
DRAINTILE INSTALLATION
JAN. 2013
4 Stantec INTO CATCHBASIN
PLATE NO.
OAK PARK HEIGHTS, MN , STO-14
COARSE FILTER AGGREGATE
MNDOT 3149.2H WRAPPED
IN FILTER FABRIC
12"MIN OVERLAP P0/PERFORATED PIPE AS
OF FABRIC SPECIFIED
�1jQ QO p� QvOoO�,O OQO�' ......AGGREGATE..........
000°° �Oo0 '''.'.'.BAGKFIti.. ..
:.....:.:-:-:.:.:::.:-:-:.:.....:.:.:.:.:.:::::.:. ....1...:..�.�oo� o00Q��03*eoOQOQO0 ..
g I I11 I11 ISI 1 it"-0°9480°09°
to oQ�Q0 ` •08P0$ o I 1 I, ,111111-11 I;
90o Ooto
�0p
DIA. I1 OOoQOO b•. OOOD CJ I STREET
i I) OOYOo �OQOo 000 SUBGRADE
oOQgoO*�� 0°0°0Q°QO<
6' 100 ,0 0000 OQ O npoQ00 Oo Oo
ro Q rnn�n Qn„Oo .,,,Thn moc
Jr3'-0"
TRENCH DETAIL GEOTEXTILE WRAP-MNDOT
3733-TYPE 1
1/4"0 HOLE ALATYPICgL
m,/
90°
• 160°
PIPE DETAIL
r
LAST REVISION:
PVC PERFORATED PIPE October2013
5 Stantec.
PLATE NO.
OAK PARK HEIGHTS, MN STO-19
fligPRECAST INVERT SHOULD BE 1/2
DIAMETER OF PIPE AND BENCHES SLOPED
. .• . .1 • lik
2" TOWARD INVERT.
•
4.75"
•
ICU PLAN-INVERT 0
CASTING AS
SPECIFIED
4.25"
TOP VIEW
GRATE FRAME
RIM ELEVATION
42" CONCRETE STOOL GRATE FRAME
d' hH 33.5" .41-1/
I
1 1
00 ` - TOP OF BARREL SECTION BELOW TOP SLAB
• .. ... LJ 71-11
. ' . TO HAVE FLAT TOP EDGE SEALED WITH 2
-d • • .
I': �'`
VARIES 24" BEADS OF RAMNEK OR EQUAL.
12"-16"
27" .-- MANHOLE STEPS, 16" ON CENTER.
A -e\_ --.° - -- _if:
A .
VARIES L
(f) .d ► -- PIPE SHALL BE CUT TO BE 2" INSIDE
MANHOLE AT THE PIPE'S MIDPOINT.
< _ .-S ..,1 ia ...C,
! 1 $
• DOGHOUSES MUST BE GROUTED
BOTH INSIDE AND OUTSIDE.
6"
...j H. SECTION
LAST REVISION:
OFF STREET CATCHBASIN WITH April 2009
CONCRETE STOOL GRATE FRAME }
/41dp.--- Sta me r
PLATE NO.
OAK PARK HEIGHTS, MN STo-38
i 2
6, 2„ FACE OF CURB
1/2°R - 18"
3"R 1/2"R
_ /--
lir SLOPE
tO : 0 3/4 " PER FT
M a o �14 MNDOT B618
.
p
8" 18 8 1/2"
FACE OF CUR:
6" 2".../C
18"
1/2"R 3"R
i ;
le SLOPE 1/2"R
a ..
3/4" PER FT
N . ' °.
1
MC - o C . - s, T4 ^ MNDOT B418
T'I D O .
O
p
O'
8" 18 1/2"
12" ' FACE OF CURB
1/2"R X10 1/2"
� cc 1/2"R
a�
7 Bo
N ._
° � � .o . .° m1 . ... 14 SURMOUNTABLE
1 ,4 • e M ° D428
17 1/2" 11"
4" L 8"
4 - 6" SHOE FORMED
2„ �`6k N BITUMINOUS CURB
.7N :I. \\\ INTERGAL W/ MAT
N
vi-
LAST REVISION:
CURB AND GUTTER Feb. 2004
4 Stantec
PLATE NO.
OAK PARK HEIGHTS, MN STR-1
1J��P CATCH BASIN AT P.C. OR P.T.
QSO
B618 CURB a 5' 10' SURMOUNTABLE
&GUTTER TRANSITION CURB &GUTTER
.......... ...
IIIIIIIIIIIIII.
��P CATCH BASIN IN RADIUS
oi\
(U
10'
&GUCTRR //%`.. a TRANSITION SURMOUNTABLE
B618 CUBCURB &GUTTER
,0 `0�
(1JP� DOUBLE CATCH BASIN
QtiJ SURMOUNTABLE
Qs' CURB &GUTTER
U
B618 CURB o 5' 6' 10'
&GUTTER TRANSITION
��®�
... 1111111iIIIII IIIIIIIIIIIIII
2"
4"
I 10'
6"
7 4. a. . .v'. .c: ;.'. o ...''........f;: '.v 6"
MNDOT 8618 CONC. C&G • i • i
SURMOUNTABLE C&G
SECTION A-A
LAST REVISION:
CONCRETE CURB & GUTTER April 2010
4 Stantec TRANSITION
PLATE NO.
OAK PARK HEIGHTS, MN STR-2
NOTE: Fes,
SURMOUNTABLE CURB &GUTTER 'q�sf
TO BE FORMED INTO A B618 TYPE ;..f tij
04).AT CATCH BASIN.
v'•:f
CATCHBASIN FRAME&COVER :�!" �O `" �°�\-(Zs'
lie •
.l03`� ,0
q � 3
O�
T�) NOTES:
Ilktik. . CATCHBASIN TO BE DEPRESSED 1"
1p�� BELOW DESIGN GUTTER LINE GRADE.
4
4" MAXIMUM CURB INLET OPENING
F�.64
.Sj0
2J0
j�T
CONCRETE ISOMETRIC
CURB &GUTTER NO SCALE
2 - #4 REBARS
z EACH WAY z
z
O 0
z z
o 10' MIN. TRANSITION 10' MIN. TRANSITION 0
w
; TOP OF d
CURB 1" - w
/
DESIGN GUTTER LINE GRADE 2 - #4 REBARS
EACH WAY
SECTION A-A FRAME &CASTING
NO SCALE
r r
LAST REVISION:
SURMOUNTABLE CURB & GUTTER April 2010
4 Stantec CONSTRUCTION AT CATCH BASIN .
PLATE NO.
OAK PARK HEIGHTS, MN STR-3
J J
fio�
CATCH BASIN FRAME & COVER S
1/11
-irl'')'" .000°
' X
4
O =`;.> NOTES:
. 0' CATCHBASIN TO BE DEPRESSED 1"
\A, 0'
BELOW DESIGN GUTTER LINE GRADE
4" MAXIMUM CURB INLET OPENING
F�A'97
SJ 04 J
o72T ISOMETRIC
B618 CONC. CURB & GUTTER
2 - #4 REBARS NO SCALE
EACH WAY Hz
z
P, :(3-;
zz
0 0
z 10' MIN. TRANSITION 10' MIN. TRANSITION z
Q
�x TOP OF- 1��- x
CURB "U
DESIGN GUTTER LINE GRADE 2 - #4 REBARS
EACH WAY
SECTION A-A FRAME & CASTING
NO SCALE
-'
B618 CURB & GUTTER LAST REVISION:
4 Slit ntec CONSTRUCTION AT CATCH BASIN April 2007
PLATE NO.
OAK PARK HEIGHTS, MN STR-4
Variable
A_ .— ® ADA required truncated dome
per Mn/DOT std. plate 7038A
i
a
6
Asa, 0)
.o:
o0000000000000 ✓\tP
a,oa00000000a...ooosooossssss
24" IN. o r000Ss::mos°sosog gg _3,,
oee00000e000ss::ssossssssssess
10
8 00 6
Face of 3. Variable Variable 3.0
Curb Match Existing
Width
A--,I
PLAN Round all sloped
Top of Curb intersections
ji
IL
Variable
Match Existing
3.0' Width 3.0'
Variable
SECTION B-B
_ 8"_ Varies _ 4'-0" i
Design Street
Grade
Bituminous
Max 50:1 Pathway
—�x-13:� — — or
I
Max. 20:1 Concrete
Sidewalk
—6" Concrete
4" Aggregate Base
SECTION A-A Concrete curb & gutter
r
PEDESTRIAN CURB RAMP LAST REVISION:
DETAILS August 2017
) , r i - (LL
PLATE NO.
\ OAK PARK HEIGHTS, MN J STR-7
CONCRETE SLAB SHALL BE 7" THICK,
CONCRETE APRON SHALL BE CONSTRUCTED
ON 4" COMPACTED CLASS 5 GRAVEL BASE
(SEE SPECIFICATIONS)
3/4" PER FOOT
18" VARIABLE
10' OR R.O.W. LINE, WHICH EVER IS GREATER
VARIABLE GRADE . .• . '
a .
'
.. .. .. .. .. ... . .. . ... . .... ... . ........... ... .. .. .... .... .... . .. . . .. . . ..
......... .. ......... ... ... . ... .
......... .... . ... . . .. . .... ......
— 7" CONCRETE PAVEMENT
4" CLASS 5 BASE
SECTION A-A INCIDENTAL TO APRON
NO SCALE
POUR CURB INTEGRAL PAYMENT AREA
WITH CONCRETE SLAB AS SPECIFIED
A
' A
EXPANSION JOINT (TYP)
PLAN
NO SCALE
LAST REVISION:
CONCRETE DRIVEWAY APRON March 2008
Stantecai
COMMERCIAL
PLATE NO.
OAK PARK HEIGHTS, MN STR-8
w
H
z
O w
cc
z 0
CONCRETE CURB
AND GUTTER z Q
(SEE PLATE STR-1) X
w �
cn
a
O
SECTION 6" CONCRETE PAVEMENT a
NO SCALE 4" CLASS 5
AROAFRT
'INF
' SIS lei
40 ' 0"V '71.11/
•Aioro
,„t4„,
'1� IST
IN j/VG
aRj/
gY
AIRI .9-j
FS C.o
CONCRETE PAVEMENT
���Py �gRIFs TO MATCH BACK OF
p�� CONCRETE CURB AT
GAO THIS POINT
NOTE:
ISOMETRIC CONTROL JOINTS IN CONCRETE CURB
NO SCALE NOT TO EXCEED 10' SPACING
THROUGH DRIVEWAY SECTION.
LAST REVISION:
CONCRETE RESIDENTIAL DRIVEWAY March 2008
Stantec
APRON
PLATE NO.
OAK PARK HEIGHTS, MN STR-9
MEASUREMENT FOR PAYMENT
METHOD OF PAYMENT BY SQUARE YARD
B
A
-yA yB
INTEGRAL CAST
EXPANSION JOINT
VARIES 36"
D •
SECTION A-A THRU
B618C & G
36" 36"
1/2" PER FT.
. 4 p
4
-N N
4 D'
•
D 4
3..
2" MIN. AGGREGATE BASE
NO. 4 REBAR (TYP)
SECTION B-B
THRU CONCRETE GUTTER
LAST REVISION:
CONCRETE VALLEY GUTTER Jan. 2005
Sta me c
PLATE NO.
OAK PARK HEIGHTS, MN STR-1O
Gutter slope to be
3/4" per foot 3/4" Min. Rise 3" Bituminous
a)
sloe slope Variable slope — 10� Maximum J
Bit. a
Ex. o •° w ° • CRSS 5 AGGREGATE 6„ o
°. o. 6j BASE
and ° ° 4 g' o
Gravel . ° o
Base 6
N
v
12" 12" 3' in
Surmountable concrete
curb and gutter
•
SECTIO \
No Scale
NOTE: 3 Si
Radius is optional �3 3 Mak Vp . I de,
4' ri
2 oble
Re141114111%17‘ �aerw
41
Match existing
NOTE: bituminous
Provide clean straight edge driveway pavement.
where existing curb meets new Minimum thickness
curb by sawing or cutting at "` ;.`r°-, 3" compacted
nearest construction joint. in—place
(SPWEA240B)
Bituminous pavement
I S O M/ ET C to match back of
No Scale concrete curb
at this point
r
BITUMINOUS RESIDENTIAL DRIVEWAY LAST REVISION:
Jan. 2013
C/ S►tante`c: APRON
PLATE NO.
OAK PARK HEIGHTS, MN STR-10A
NEENAH R3290VB CATCH BASIN
FRAME AND GRATE. SHALL BE
FURNISHED WITH CURB INLET BOX
AND 3" DIA. FRONT FACE AND
4" MAXIMUM OPENING.
11§110
\111::::: °oD!!!!!!''''' ,---- HIGH DENSITY POLYETHYLENE
(HDPE) ADJUSTMENT RINGS.
4;42,!!!;1410 kle
- 4.4*S
SEALANT REQUIRED BETWEEN RINGS,
TOP SLAB AND CASTING AS SPECIFIED.
tb
.
a:
. SLOPED RINGS REQUIRED. NO SHIMS
CATCH BASIN STRUCTURE WITH. •• OR MORTAR MAY BE USED.
�i
TOP SLAB OR 2' X 3' BOX.
NEENAH R1642B MANHOLE FRAME
WOVEN FILTER FABRIC AND COVER.
0 0000'0
0000000000000
0000000000000o0
root>o<>o<>oopoo<>o<c>
000000000000000000000.
. 0 0 0 0 0 0 0
00000000000.. HIGH DENSITY POLYETHYLENE
_ 00000 :•
1 - (HDPE) ADJUSTMENT RINGS.
...... .............
....... .............
............ ..........
............ ......
............... .
....................
..................
................
A 4
•
•
MANHOLE STRUCTURE WITH
TOP SLAB OR CONE SECTION.
1
CATCH BASIN & MANHOLE ADJUSTMENT LAST REVISION00tdifteL s - :
(HIGH DENSITY POLYETHYLENE RINGS) October 2013
PLATE NO.
OAK PARK HEIGHTS, MN STR-18
1 \ I
I
REMOVE EXISTING
CURB DAMAGE EXISTING REMOVE EXISTING
(MINIMUM ONE PANEL) DRIVEWAY BITUMINOUS DRIVEWAY
SURFACE
EXISTING CONCRETE
CURB & GUTTER - z :'''.':':->.\• BACK OF CURB
d ,
e
d' d am.__ a .. A d 0
iSCO/4 Z
CONTRACTION JOINT (TYP.)
2' ONE PANEL 2' REMOVE EXISTING
MINIMUM BITUMINOUS
EXISTING NON-WEAR
BITUMINOUS SURFACE
c EXISTING ROADWAY
D428 CONCRETE
CURB & GUTTER SAWCUT
AWCUT
EXISTING DRIVEWAY
2" TYPE L4 WEARING COURSE
1 1/2" TYPE LV3 NON-WEAR 4" CLASS 5 GRAVEL BASE
BITUMINOUS PATCH
EXISTING 1 1/2" NON-WEAR
BITUMINOUS BASE SECTION
CONCRETE CURB REPLACEMENT LAST REVISION:
DRIVE LOCATION April 2007
00 Stantec (BITUMINOUS D/W APRON)
PLATE NO.
OAK PARK HEIGHTS, MN STR-29
REMOVE EXISTING
CURB DAMAGE EXISTING
(MINIMUM ONE PANEL) DRIVEWAY REMOVE EXISTING
CONCRETE DRIVEWAY
SURFACE
EXISTING CONCRETE
CURB & GUTTER-= Z BACK OF CURB
a
a •
e
CONTRACTION JOINT (TYP.)
2' ONE PANEL 2'
-I MINIMUM
REMOVE EXISTING
EXISTING NON-WEAR BITUMINOUS
BITUMINOUS SURFACE
Q EXISTING ROADWAY
D428 CONCRETE
CURB & GUTTER FELT EXPANSION JOINT
c. - SAWCUT SAWCUT
F.:4011r dolga
Q.
4 ' 'EXISTING DRIVEWAY
6" CONCRETE DRIVEWAY
1 1/2" TYPE LV3 NON-WEAR
BITUMINOUS PATCH
EXISTING 1 1/2" NON-WEAR SECTION
BITUMINOUS BASE
CONCRETE CURB REPLACEMENT LAST REVISION:
Cit5) DRIVE LOCATION March 2004
Stantec (CONCRETE D/W APRON)
PLATE NO.
OAK PARK HEIGHTS, MN STR-30
/ \
EXISTING YARD REMOVE & REPLACE EXISTING
SOD WITH 4" TOPSOIL
CONTRACTION JOINT EXISTING CONTRACTION
(TYP.) JOINT (TYP.)
W W W W W W W W
— a. -
e
o
v_, e . a ..�. v_ •_ v e
_ a
_ v a 'v 1; e ve D e e d e v Qi d ^' d
v
4. Q
_ n - .t ^
GUTTER LINE
O'-2' 2' 4' MIMIMUM 1. 2' O'-2' k----
EXISTING CONCRETE
CURB & GUTTER
EXISTING NON-WEAR
BITUMINOUS SURFACE
Q EXISTING ROADWAY
EXISTING D428
CURB & GUTTER
SAWCUT
1/4"/FT. MIN.
4 . 1 1=
4
:L.4k.& Or Nr , :. ° 4. 4 V 4
_ o
REMOVE EXISTING 1 1/2" TYPE LV3 4" TOPSOIL AND SOD
NON-WEAR BITUMINOUS SURFACE
SECTION
CONCRETE CURB REPLACEMENT LAST REVISION:
Stantec
NON DRIVEWAY LOCATION March 2004
PLATE NO.
OAK PARK HEIGHTS, MN STR-31
NOTE:
MAXIMUM CROSS SLOPE SHALL NOT
EXCEED 2.00%.
— MINIMUM 12"WIDE
0.5' SHOULDER EACH SIDE
10' - R
iiMi inli=i1=I1 II 1i i II
2"TYPE SPWEA240B WEARING COURSE MIXTURE
(LVWE45030B)
6"AGGREGATE BASE,CLASS 5, 100%CRUSHED
SUBGRADE
12"GRANULAR BORROW AS DIRECTED BY ENGINEER
COMPACTED SUBGRADE
BITUMINOUS PATHWAY
LAST REVISION:
TYPICAL SECTION FOR Jan 2014
Stantec BITUMINOUS PATHWAY
PLATE NO.
OAK PARK HEIGHTS, MN STR-39
• DROP LID
WATER
a
7.5' MINIMUM COVER REQUIRED
OVER TOP OF WATER MAIN.
NW TOP GRADE
Lir
ADJUST TOP TO 1/2 BELOW
GRADE. BOX TO BE SET TO
PROVIDE 12" OF ADJUSTMENT.
EXTENSION
NOTE:
INSTALL NUT EXTENDER TO
7' DEPTH ON ALL VALVES
WITH OVERDEPTH
GATE VALVE BOX ADAPTOR:
1/4" STEEL WITH
BOTTOM - PROTECTIVE COATING, 1/2"
RUBBER GASKET INSTALLED
BETWEEN THE GATE VALVE
AND GATE VALVE ADAPTER
� II
I I
RESILIANT WEDGE VALVE
BASE �
I
i J L
• �. a
•.
8" CONC. BLOCK
GATE VALVE AND BOX LAST REVISION:
February 2014
Stantec INSTALLATION
PLATE NO.
OAK PARK HEIGHTS, MN WAT-3
NOTES:
1. SHAPE OF BACK OF BUTTRESS DIMENSIONS
BUTTRESS MAY VERY AS LONG
AS POURED AGAINST FIRM 1 PIPE 22 1/2° BEND 45° BEND 90° BEND
UNDISTURBED EARTH. SIZE B1 Di B2 D2 B3 D3
6" 1'-5" 1'-5" 1'-5" 1'-5" 2'-1" 1'-6"
2. DIMENSION C1,C2,C3 SHOULD
BE LARGE ENOUGH TO MAKE 8" 1'-5" 1'-5" 2'-1" V-6" 2'-8" 2'-0"
ANGLE$ EQUAL TO OR LARGER 12" 1'-10" 1'-10" 3'-4" 2'-0" 4'-9" 2'-6"
THAN 45°. 16" 3'-0" 2'-0" 3'-10" 3'-0" 6'-2" 3'-6"
3. DIMENSION A1,A2,A3 SHOULD 20" 3'-6" 2'-8" 5'-6' 3'-4" 8'-4" 4'-0"
BE AS LARGE AS POSSIBLE 24" 4'-4" 3'-0" 6'-10" 3'-10" 9'-8" 5'-0"
WITHOUT INTERFERING WITH 30" - - 9'-3" 6'-0" 17'-0" 6'-0"
MJ BOLTS.
4. $ = 45° MINIMUM.
5. PLACE POLYETHYLENE BETWEEN
CONCRETE & PIPE.
$ - SEE NOTE
$ - SEE NOTE ' r ,.
irk I ll. 1141,'ll
�II—, a -1L 7 _,• as L
-11• -1_ Q� a III
II—� a�. ..II. lieIL
illi=" "_. 4 _I 11 /./1 R
9 :*4
,ill
a _I c) a< I
4.1
1���� au.=ll°=1L=n=11=F. , l — _II=11=11=t=11:
,• E (-
PLAN 90° BENDS PLAN 45° BENDS
VARIABLE 3' $ - SEE NOTE 4
MIN. 6„,
1=1_ 5 it _ J�11L
III I' 9,ll_41
CONCRETE SHALL BE II ;n �,., ,. °u
-II of
I.,,, A cp
IN CONTACT WITH TI 1 .C2,:::41 iv A� ty ,,
THIS QUADRANT OF �I , n . �
JIM��° . C3.' 911 - e
PIPE lakktik, ^,n o•-I , u.
;n ,� L o.
11---u-a-.i—.q i—=—. n l=° ;II �.-.ji:
BEDDING MATERIAL J 'I—
UNDISTURBED EARTH
CONCRETE SECTION A-A PLAN 22 1/2° BENDS
LAST REVISION:
CONCRETE THRUST BLOCKING April 2000
ao Sta mec
PLATE NO.
OAK PARK HEIGHTS, MN WAT-6
1 2
HYDRANT FLAG
AS SPECIFIED
5'
TOP
a
Zo
ncl®
•.
BACKFILL TO
BE TAMPED
z 3'
1 CUBIC YARD COARSE
FILTER AGGREGATE PER
MNDOT SPEC. 3149.2H
VALVE BOX - COVER WITH
ADAPTOR POLYETHYLENE.
11—
���'H
- n�i D CONCRETE THRUST
-4414
BLOCKS
CONCRETE THRUST 8" CONCRETE BLOCKS
BLOCKS
TIE ALL JOINTS WITH LEVEL VALVE AND
HYDRANT WITH
MEGALUGS (4 REQ.) CONCRETE BLOCK
ALL JOINTS ON HYDRANT LEAD
MUST BE RESTRAINTED.
HYDRANT DETAIL(1\ LAST REVISION:
Stantec W/ MEGALUGS October 2013
PLATE NO.
OAK PARK HEIGHTS, MN WAT-8
HYDRANT FLAG
5' AS SPECIFIED
TOP
00 i
N
/ ,›p•
1-9 ax4`G wiv'
BACKFILL TO BE
TAMPED
3'
•
1 CUBIC YARD COARSE
1 FILTER AGGREGATE PER
1E2
11, MNDOT SPEC. 3149.2H
> r- VALVE BOX-1 COVER WITH POLYETHYLENE.
ADAPTOR J
..,.,. „
___ __ ,Li------L.�
��!!'Ih- ell �.:,:.,�:
CONCRETE THRUST
BLOCKS
(CD1‘
_ ' -- 8" CONCRETE BLOCKS
6" 1/8 BEND LEVEL VALVE AND
HYDRANT WITH
CONCRETE THRUST CONCRETE BLOCK
BLOCKS TIE ALL JOINTS WITH
MEGALUGS (6 REQ.)
ALL JOINTS ON HYDRANT LEAD
MUST BE RESTRAINTED.
HYDRANT DETAIL co LAST REVISION:
Stantec WITH VERTICAL BEND & MEGALUGS October 2013
PLATE NO.
OAK PARK HEIGHTS, MN WAT-9
GRADE
. --WW
z
w OBSTRUCTION WATERMAIN
0 45° BEND MECH. COMPACTED \(SEE PLAN)
] 0 [BACKFILL c
0
] .\.
- =11_ ,4goir \ c----
a�u�l1—,u�111111.J0
0
. cN =
45° BEND 45° BEND
TIE ALL JOINTS WITH
MEGALUGS (8 REQ.)
LAST REVISION:
WATER MAIN OFFSET W/ MEGALUGS April 2000
5) Sta me c=
PLATE NO.
OAK PARK HEIGHTS, MN WAT-10