2006-04-10_AREA_WELL_AMESBURY_WELL_INTERCONNECTION
PLAN SYMBOLS
STATE LINE
COUNTY LINE
TOWNSHIP OR RANGE LINE
SECTION liNE
OUARTER liNE
SIXTEENTH liNE
RIGHT -OF -WAY LINE
SLOPE EASEMENT
PRESENT RIGHT -OF -WAY
CONTROL OF ACCES liNE
PROPERTY liNES (EXCEPT LAND liNES)
VACATED PLATTED PROPERTY
CORPORATE OR CITY LIMITS
TRUNK HiGHWAY CENTER liNE
RETAINING WALL
RAILROAD
RAILROAD RIGHT -OF -WAY
RIVER OR CREEK
DRY RUN
DRAINAGE DITCH
DRAIN TILE
CULVERT
DROP INLET
GUARD RAIL
BARBED WIRE FENCE
WOVEN WIRE FENCE
CHAIN LINK FENCE
RAILROAD SNOW FENCE
STONE WALL OR FENCE
HEDGE
RAILROAD CROSSING SIGN
RAILROAD CROSSING BELL
ELECTRIC WARNING SIGN
CROSSING GATE
MEANDER CORNER
SPRINGS
MARSH
~~~~:RD }
BRUSH
NURSERY
CATCH BASIN
FIRE HYDRANT
CATTLE GUARD
OVERPASS (HIGHWAY OVER)
UNDERPASS (HIGHWAY UNDER)
BRIDGE
BUILDING (ONE STORY FRAME)
F - FRAME C - CONCRETE
S - STONE T - TILE
B - BRICK ST - STUCCO
IRON ROD OR PIPE
MONUMENT (STONE. CONCRETE. OR METAL)
WOODEN HUB
GRAVEL PIT
SAND PIT
BORROW PIT
ROCK QUARRY
_SL--
\llll-'-\llll-'-'U.
, ",
I :;l-+-
~
~ N:ME=:=
~
.->---------.
0====='
-x-x-
Lx~x-
...fb..x -.-fhx_
.m~g~
~
-~-
~
~
[l
-
.
0- .....@
. . · . ..
~
. CB
.,. 0
-H+-
1?
f;l/!=
! 1-S-FI~
7S
o MONU.
.
@
@
@
@
UTILITY
SYMBOLS
~
POWER POLE LINE
TELEPHONE OR TELEGRAPH POLE LINE
JOINT TELEPHONE AND POWER
ON POWER POLE
ON TELEPHONE POLES
ANCHOR
STREET LIGHT
PEDESTAL (TELEPHONE CABLE TERMINAL)
GAS MAIN
WATER MAIN
CONDUIT
TELEPHONE CABLE IN CONDUIT
ELECTRIC CABLE IN CONDUIT
TELEPHONE MANHOLE
ELECTRIC MANHOLE
BURIED TELEPHONE CABLE
BURIED ELECTRIC CABLE
AERIAL TELEPHONE CABLE
SEWER (SANITARY OR STORM)
SEWER MANHOLE
SCALES
INDEX MAP F\.'V"
o 1000
PLAN Fb~~~
o 30
PROFILE
HORIZ. Fb~~~
o
VERT. ~1S""'F"1~
K:I01608-04ICadIWorkingI1608-ts.dwg
-@-----@-
@ @
f--
"
0PED.
-G-
=vt'== T =
=vt'== P=
IT]
O'J
-T-BUR-
-P-BUR-
.......T-AE _
->->
-> ---0-->
30
SOUTHEAST AREA WELL/AMESBURY WELL
INTERCONNECTION PROJECT
FOR THE
CITY OF SHOREWOOD
CONSTRUCTION PLAN FOR
WATER MAIN CONSTRUCTION AND APPURTENANT IMPROVEMENTS
LOCATED ON
ST. ALBANS BAY ROAD, MANOR ROAD AND SUBUREttN DRIVE
CITY PROJECT NO. 05-05
.~ ?
.~"., -~-
~1:s1 ~;:;. ~ -...JmD ~-1~\1)r ~ [\~~/-
/Jf~"'f/" ". ~ ./ .rm t2' c i rf '1-Yn~
~ ~ 'I~ 08~ ~' I II~jlqr 1~
;/f;':.';'" I.' I I. (III II, H- ~
~"fi{(c\~I~~~"~:!: 0t0i5) ~ il I ~
..--d II y ~t: 08 i
~ ~ ~ ~'C' (YIJ ~U~. ~ >- rrl- '\=7
~ '~ y I~J~ ~ I - '~
1/'/1;1, . ~ JI ~ . ~ VI I ~=- lID ur::
~ p . ~I/' ~ l~~ ').:l<~ r=JTT ~~ ~
~ ~~~!" ~ PROJECTSITE~ "~.'-.."''''''' {~~,-~~ ~
~ j ID1J ST ALBANS u- ~ rr:s;"f{~~. h-
~. c"'""" ~ ,^' ,I~~I/ - '"'~ ~'~h
~'~~II' :Q~~ '''JOO .~~,~jg~iit7fm~4_ (/
lll~~ " H ~1V'" "$'lniJl~~~)~ ~~((' ~ r-
;;,{( If . . ~ p~ T/rIT/m I ~if\ \ ~I ~ XI (lJffi\Vill
;;:IP ~ "<,0ij/'l,\" .i1c;~ );(~V~~~~ \\\'( ~",~
b\I L'If. ~,~ :JI::,y ~ \ ' Dr I I 'vl 'y 'm'.' \\=
? ..' ~ ,. ~~_ )ff~ ;/pcc~,\T Y rl"~
~Ri~/ ?112~ -'~'~l CHR1STMAS ~~Vt ~.
!R(~;=;: ~~ \ \~ALP1N ~~~ X7-iJ I" .r.\ .' ". ~ .
.J~t . iJ..J / H7 10.. ~,~ '" d ..(J//1. ~ I) LAKE '. Ii ..
~l--J]::II:::::I ~7' -=- ~..0f\ II f'B" . AV'Y;" -I ," ~ //f';il -T),';.' A. ,~
()
~:
'S
~
2000
THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING
TYPE AND lOCATION OF PRIVATE UTILITIES IS NOT GUARANTEED
TO BE ACCURATE OR All-INCLUSIVE. THE CONTRACTOR IS TO
DETERMINE THE TYPE AND lOCATION OF PRIVATE UTILITIES AS
MAY BE NECESSARY TO AVOID DAMAGE THERETO.
EXCAVATION NOTICE SYSTEM
A CALL TO GOPHER STATE ONE (651-454-0002)
IS REQUIRED A MINIMUM OF 48 HOURS PRIOR TO
PERFORMING ANY EXCAVATION.
S N. 40266616
60
60
)/
10
CITY PROJECT NO. 05-05
GOVERNING SPECIFICATIONS
THE 2000 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION
"STANDARO SPECIFICATIONS FOR CONSTRUCTION."
ALL TRAFFIC CONTROL DEVICES ANO SIGNING SHALL COMFORM TO THE MN MUTCO
INCLUDING THE FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS.
DATED JANUARY. 2004. ALL TRAFFIC CONTROL DEVICES SHALL HAVE RETROREFLECTIVE
SHEETING.
CITY OF SHOREWOOD GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES
FOR STREET & UTILITY CONSTRUCTION - 2001 EDITION
WATERMAIN ANO SANITARY SEWER SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY ENGINEERS ASSOCIATION OF MINNESOTA
STANDARD UTILITIES SPECIFICATIONS.
INDEX
SHEET NO.
3
4
5-12
13
14-19
DESCRIPTION
TITLE SHEET
GENERAL LAYOUT
TYPICAL SECTION & DETAILS
ESITMATED QUANTITIES
WATERMAIN/STREET CONSTRUCTION
STORM SEWER
EROSION CONTROL
THIS PLAN CONTAINS 19 SHEETS
ALL APPLICABLE FEDERAL.. STATE. AND LOCAL LAWS AND OROINANCES WILL BE COMPLIED
WITH IN THE CONSTRUCTION OF THIS PROJECT.
..
WSB
~'I.
701 Xenia Avenue South. Suite 300
Minneapolis. MN 55416
www.wsbeng.com
&' Associates. Inc.
__. 76J..541-4800-Fax763-541.1700
INFRASTRUCTURE <ENGINEERING . PlANNING n CONSTRUCTION
UNDER MY DIRECT
ENGINEER UNDER THE
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR
SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL
LAWS OF THE STATE OF MINNESOTA.
~~/~
ENGR.
DAVID E. HUTTON. P.E.
DATE 04/10/2006 lIC. NO. 19133
APPROVED
Prepared for:
City of Shorewood
Dept. of Public Works and Engineering
5755 Country CILib Rood
Shorewood, Minnesota 55331
(612) 474-3236
SHEET NO.
1
OF 19 S~cETS
.fA.\.
<9~.tyd~
1Jo ~. ~);....
~<0 ~..~~.
+, ~g
~
1.,J- I ~
0 FT 100 200
0
g
v>
" 10
~ Iii ~
tr;o..
~ u
0
~~
g~
~~
5~
-"
8~
&~
~i ~
~f5 "
g~ ~
t~ ~
~~
~~ ,
~g:
::tW 0
z
-. ~
,..,
,..,
~
m
o
o
N
;:;-
~
o
"
~
,
,
,
,
,
,
\
\ .
...,,)'
,,'
/
",,/
/
"
/
~
o
\Y
/\~
\\~
\\1-
"'~\~
\
\
\
kJ
-.J
()
cr
G
>-
<{
OJ
C/)
:z
<{
OJ
-.J
<{
I-
C/)
...J
...J
W <C
~ I-
~I- 0
:::l~ (J)
m..., W
~~U.oZ
:Eo.. Z
<(z>--
:Jo!:::2:
u:: i= U ~
>UWC
>w:J:O
<(Zl-
wzc::O
~8~~
I- c:: W
(/) W 0::
<(I- 0
WZ
:J: - :I:
~ (J)
o
(/)
/
.--------
"
,...;7/'"
/
"...",.-"-
...."'''
'-.
,,;//
/
./
/
/
/
/
/"
/"
\
... \\,
//
/
I
.. f
/
I
/
I
/
/
/
1\
~O
j:-
~
"'~
","<
o
~;~ ~Z
",0
~J2~ ig
,,~
(l)Z. ~i;;
.:2"Vl .z
:5 _~ ~o
~.~ ~ ,;,u
~&. ~~
. rn
~ . ~z
o c ~:s
. 0
~~ Ii
rn
"g
X
R
coil' w
"'
..~ ! ~
~
u
~
~
j
LEGEND
~~ \
\"''It.\ /
\v.o \ ,,/
\,,'/fJ . ,.</
~ ;r""'"
"'..,.,..0 ~ D""""
"
./
CD
WA TERMAIN / STREET CONSTRUCTION PLANS
K:\01608-04\Cad\Worklng\ 1608-gI01.dwg
CITY PROJECT NO. 05-05
GENERAL LAYOUT
VAL VE BOX -
AS SPECIFIED
r-fHYDRANT
rA~" seemco
I] 24"
~ STREET
\\\\IIIII~~III\\\
2 LAYERS TAR PAPER
7'- 6"
MIN.
COURSE GRAVEL OR
CRUSHED ROCK TO
6" ABOVE WASTE
OPENING
CONCRETE
PRECAS T
BASE AS
2' DIAMETER BY 3' DEEP PIT
UNDER HYDRANT FILLED WITH
GRAVEL FOR ALL INSTALLATIONS.
TYPICAL HYDRANT
INSTALLATION
NO SCALE
TEE AND BEND
BEND
PLUG
LARGER
OF PIPE
TO BE PoLiRED AGAINST
UNDISTURBED SOIL
( BEAR I NG AREA)
NOTE,
I. THRUST BLOCKING TO BE USED
FOR BENDS 22-1/20 AND OVER
~ THRUST BLOCKING SHALL ONLY BE USED
WHERE WORKING PRESSURES ARE LESS
THAN 150 PSI -
PIPE SIZE BEARING AREA
6' 4. 0 SQ. FT.
8' 6. 0 SQ. FT.
10' - 12' 12. 0 SQ. FT.
16' 20. 0 SQ. FT.
THRUST BLOCKING
NO SCALE
ALUMINUM HOUSING
ALUMINUM BASE
GROUND LINE
3/4" GHT OUTLET
~ 2'X2'X4" PRECAST
CONC. SPLASH BLOCK
CURB BOX
- GALVANIZED STEEL
STANDPIPE
7.5'
___BRASS VALVE BODY
:...------ DRAIN
__3/4" MIP INLET
3/4" TYPE "K" COPPER PIPE
TYPICAL YARD HYDRANT
INSTALLATION
NO seAL E
(ECLIPSE NO. BB HYDRANT STATION)
w
Z
:::;
NOTE:
CURB BOXES INSTALLED IN AREAS
WHERE BOULEVARD IS TO BE CUT AT
A LATER DATE SHALL BE INSTALLED
AT DEPTH REQUIRED. CURB BOX EXTENSION
FOR BOXES EXCEEDING 7.5' IN LENGTH
ARE TO BE BID AT CONTRACT UNIT PRICE
AND SHALL INCLUDE STACK COUPLINGS.
CONNECTIONS. ETC.
>-
f-
a::
w
0..
o
a::
0..
w
Z
:::;
>-
f-
a::
w
0..
o
a::
0..
'="
f-
W
W
a::
f-
(f) FILL AS NECESSARY
NO ADDITIONAL
COMPENSATION
o
w
a::
5
o
w
a::
V1
<l:
8" X 8" X 2")
CONCRETE BLOCK
CURB BOX
CURB BOX
lo
i'-
f COPPER WATER SERVICE
PROVIDE SOME SLACK TO
ALLOW FOR SETTLEMENT
PROVIDE CAP CORP COCK PROVIDE CAP
FOR END OF FOR END OF \
CURB STOP CURB STOP
300
TYPE "K" COPPER} J J
PIPE 1" MINIMUM WATERMAIN 8" X 8" X 2"
CONCRETE BLOCK
TYPICAL WATER SERVICE
CONNECTION
NO SCALE
POINT "A" ~
MIN. EMBEDMENT
24'
NOTE:
WHEN SEDIMENT BUILD UP
REACHES 8 INCHES OR ) /3 OF
SILT FENCE HEIGHT. THE SILT
FENCE MUST BE CLEANED OUT
OR REPLACED.
SURFACE MILL
EDGE OF BIT (2")
PLASTIC ZIP TIES
( 50 LB. TENSILE) ____
LOCATED IN TOP 8" __________
POST LENGTH. 5 FT. MIN.
AT 6 FT. MAX. SPACING
DIRECTION OF
RUNOFF FLOW
GEOTEXTlLE FABRIC. 36" WIDTH
l-
Z
,W
~::;
::;0
W
ID
: ::;
OW
. l-
NtIl
o
0.
MACHINE SLICE
8" - 12" DEPTH
( PLUS 6" FLAP)
STANDARD MACHINE SLICED
SILT FENCE DETAILS
TO PROTECT AREAS FROM SHEET FLOW
( SEE SPEC. 3886)
MAX. POST
SPACING
4 FT.
11
l' 0" MIN.
lm" '" "'" "' '"'
BACKSLOPE TO PREVENT FLOW
AROUND THE END OF THE SILT FENCE
MACHINE SUCED SILT FENCE
( TYPE 1 SPEC. 3889 )
~
VARIABLE
MILL BITUMINOUS PAVEMENT
(FULL DEPTH) FOR TRENCH
2"-4" TYPE LV3 NON-WEARING
COURSE MIXTURE (LVNW3S030B)
2" TYPE LV4 WEARING COURSE
COURSE OVERLAY (LVWE45035B)
2357 BITUMINOUS TACK COAT
EXISTING PAVEMENT
2357 BITUMINOUS TACK COAT
6" CLASS 5 AGGREGATE BASE
(100% CRUSHED ROCK)
TYPICAL SECTION
POINT "A" CD
l
MACHINE SLICE 8" - 12"
DEPTH ( PLUS 6" FLAP )
(SPEC. 3886)
5/8"
POLYETHYLENE
ROPE
ZW
~~
~
:> ~
~ 0: 0 ~
Z I
0"'
0 J~
w
~
V>
~ ~
:! ~
/i;Q.. 0
~
o
~~
iin ~ ~ :
&_~~~ ~ g
~~~~ ~ ~
~~~~ w ~
!~~~ ~ g
i:lii<\I) a d
~i~~ ~
~i~;
~~~~
VARIABLE
10'
'i..'/..\s,\\,<,<G
eXISTING
~
~
...J
...J
~ <C
>- I- I-
O:::u 0
:JW en
III -., W
(I)Ou..
~g:OZZ
~Z~-
:lQ-~
Wl-U
3:frl~C
<ZI-O
WZo:::O
0:::00>
<Uu..>
1-0::: W
(I) W 0:::
< I- 0
WZ
J:- J:
~ en
o
(I)
~;~
~lH~
~~.i
~.~ ~.
~8.
~ m
~ g
~~
m
.~
X
gZ
_0
Hl
:a'"
i~
~8
~
'Z
~
~
~
~
CQII~ ~
..~ ~..i ~
:s; , ~
g
CITY PROJECT NO. 05-05
TYPICAL SECTION & DETAILS SHEET' 3 OF 19 SHEETS
STATEMENT OF ESTIMATED QUANTITIES
TOT A L PROJECT ROADW A Y W A TERM A IN
ITEM NO. ITEM DESCRlPTION UNIT QUANTITIES QUANTITIES QUANTITIES
ESTIMA TED FINAL ESTIMA TED ESTIMATED
Schedule A - Surface Improvements
2021.501 MOBIillA TION LUMP SUM 1 0.2 0.8
2101.502 CLEARING TREE 10 10
210 1.507 GRUBBING TREE 10 10
2104.505 REMOVE BITUMINOUS PA VEMENT SQYD 440 440
2104.513 SA WING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 390 390
2104.523 SALVAGE & REINSTALL SIGN EACH 1 1
2105.522 SELECT GRANULAR BORROW (CV) CUYD 500 500
2211.501 AGGREGA TE BASE CLASS 5 (100% CRUSHED LIMESTONE) TON 2300 2300
2232.501 MILL BITUMINOUS SURFACE SQYD 9380 9380
2350.501 TYPE LV 4 WEARING COURSE MIXTURE (B) TON 1645 1645
2350.502 TYPE LV 3 NON WEARING COURSE MIXTURE (B) TON 1540 1540
2357.502 BITUMINOUS MA TERlAL FOR TACK COA T GALLON 1350 1350
2563.601 TRAFFIC CONTROL LUMP SUM 1 1
2573.502 SILT FENCE, TYPEHEA VYDUTY(ORANGE) LIN FT 1700 1700
2575.505 SODDING, TYPE LA WN (INCL. TOPSOIL & FERT.) SQYD 4480 4480
Schedule B - Water Main Improvements
2504.602 HYDRANT EACH 14 14
2504.602 YARD HYDRANT EACH 1 1
2504.602 I" CORPORA TION STOP EACH 47 47
2504.602 6" GA TE VALVE AND BOX EACH 14 14
2504.602 8" GA TE VALVE AND BOX EACH 3 3
2504.602 12" GATE VALVE AND BOX EACH 12 12
2504.602 I" CURB STOP & BOX EACH 47 47
2504.602 CONNECT TO EXISTING W A TERM A IN (8") EACH 2 2
2504.602 CONNECT TO EXISTING W A TERM A IN (12") EACH 1 1
2504.603 I" TYPE K COPPER PIPE LIN FT 1550 1550
2504.603 6" WATER MAIN-DUCT IRON CL 52 LIN FT 142 142
2504.603 8" WATER MAIN-DUCT IRON CL 52 LIN FT 412 412
2504.603 12" WATER MAIN-DUCTILE IRON CLASS 50 LIN FT 4724 4724
2504.604 4" POLYSTYRENE INSULA TION SQYD 10 10
2504.608 DUCTILE IRON FITTINGS POUND 10320 10320
Schedule C - Storm Sewer Improvements
2104.501 REM OVE PIPE DRAIN LIN FT 180 180
2104.501 REMOVE PIPE CULVERTS LIN FT 29 29
2105.604 GEOTEXTILE FABRlC TYPE IV SQYD 6 6
2501.515 12" RC PIPE APRON WITH TRASH GUARD EACH 2 2
2501.567 12" RC SAFETY APRON & GRA TE DESIGN 3022 EACH 2 i 2
2503.511 12" RC PIPE SEWER CLASS V LIN FT 216 216
2506.501 CONSTRUCT DRAINA GE STRUCTURE DESIGN 48-4020 LIN FT 2.5 2.5
2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 2 EACH 1 1
2506.602 CA STING A SSEMBL Y (STORM) EACH 1 1
2511.501 RANDOM RlPRAP CLASS III CUYD 4 4
g
~~
~
~
" 0"
Iii. -, lOS!' ~
~ ...
o
z
~ z !i:i
:f ~ ~ ~
Ii; Cl. ~
~ ~ ~ ~
~
~~
g~ M ::l
~~_~ ~w~
~H! i g
~~gS ~ g
:~~i
~:lg~
~~;~
~~-~
~~~;
It'~~~
_:to(~
~
~
...I
...I
W <C
~ I-
~I- 0
::l~ CJ)
CD.., W
~~u..Z
:2:a.OZ
~Z~-
...10_:2:
ii1i=U -
>uwC
>W::J:O
<(ZI-
wzo::O
~8ff3:
1-0:: W
enW 0:::
<(I- 0
wZ
::J:- J:
!; CJ)
o
en
cZ
~Q
"~
~~
-w
.z
~o
~~
:!~
~~
II
en Igl'.
~~I!I
g~~
$1201
~zai
-:;:.g
~ ui~
Ji 8. ~
~ m ~
ID E
~~
M
.~
X
o
...
CITY PROJECT NO. 05-05
ESTIMATED QUANTITIES SHEET 4 OF 19 SHEETS
\I)KO~y-Y 5T. ALBAN5 BAY ROAD
.v /vv 1-- /
~. " (J '"
\ STA ~~ 41 v
'6 ' 'IY'}O. Dol s: ~Ol?
2" BITUMINOUS OVERLAY s: ",?,<JD
2"-4" RECONSTRUCT BITUMINOUS STA 8+41.93 <J ~~ 10.00L ~ 0 " .'
TO MATCH EXISTING PAVEMENT, OVERLAY 9.76'L ~"" ~ 12"x12"TEE . 'VIJ"10+15., '.'
12"x12"TEE 0<{-0~ 0 ,,/ 1 7 L :"
STA 8+34'73,~':::'<QX, ~~ ........~2"G T ~V.'
9.68'L Cj QS\~ ..,...." ~
12"GATE VALVE.. ::. .. .... _S.~'___ ,,5- l .
STA 8+15 ~ G C;;;:s
10.09'L~' . - '/ / / /V /'/\ / A#' WIp'
~B _ %
W/12"~G/ ./
"'(>,S.-------
~"
e~OO
LEGEND
(0
CD
SAWCUT AND MATCH
EXISTING PAVEMENT
WA TER SERVICE
W
r:-:-:l
~
SODDING, TYPE LAWN
W/4" TOPSOIL
NOTE;
1. EXACT LOCATION OF UTILITIES TO BE
FIELD VERIFIED BY THE CONTRACTOR
NOTES;
1. WATER SERVICES TO BE 1" TYPE "K" COPPER.
PLACE AT PROPERTY LINE WITH
CURB STOP PLACED AT THE END.
LOCA TIONS TO BE FIELD VERIFIED.
2. THE DISINFECTION OF THE WATERMAIN SHALL
BE PERFORMED ACCORDING TO THE CITY OF
SHOREWOOD SPECIFICATIONS, 2001 EDITION,
AND THE PROJECT MANUAL.
3. UTILITY SERVICES SHALL HAVE A MINIMUM
3' SEPARATION (TYP).
4. SEE CITY SPEC. FOR WATERMAIN REACTION
BLOCKING.
5. 4" POLYSTYRENE INSULATION SHALL BE
PLACED AT STORM SEWER CROSSINGS
OR AS DIRECTED BY THE ENGINEER.
6. SILT FENCE DAMAGED BY CONSTRUCTION
SHALL BE REPAIRED AS INCIDENTAL
TO CONSTRUCTION.
7. ALL NUTS AND BOLTS USED IN THE
CONSTRUCTION OF ALL DUCTILE IRON PIPE
SHALL BE "KORE-BLUE" STEEL TYPE BOLTS.
1020
1015
1010
1005
1000
. ...
995
990
985
980
K;I01608-04ICadIWorkingI1608-sw01.DWG
STA 14+74.56
13.08'L
~ 12"x6"TEE
STA 11+ .52 Ul
18.32' STA 14+54.47 N
HYDRANT 14.12'L i
6::GATE VALVE 12"GATE VALVE 2 Ul
_____.&./S'-6"DIP CL 52 5215 STA 13+49.~1 '.' .
V ;" ----~...- .-.............. ...... '. .. 10.00 L:<\C'2@TA14+44'04 \ ~:
'hi (X-;.. '1.7.: ----....--- 11 1/4'BEND \..:.. 14.22'L ,\ ..' .'.
: :-:7~AS~~ --. ---.--- - - _ ~"2..D 12"X8"TEE ....../\\... -,'>:'
......... .. AS-GAS +\-:-:.< ~. .....
J ..... .........~~ AY~G~~RAS .:..'. <2)~ ...... ...
f ~~!-~ Jii6.\\":' GAS~ .'.
J J . . . ...................... ..\..:.....~.::: :>'::r,:,:",-:-:':'lU -.",1'.'
V
'//<w-.~-.--. F~...1~1r.~;~~.~~~4 ~~
/ R ~ 5200 ~.........-..~--...--.~ ~(f")
,/ 6 2 - - - - - - - - - - .'-!;L..
/, 0..;;1
I STA 9+32 , _
~RbO
12"GATE VALVE
-
12
~STA 11+32.17
10.35'L
12"x6"TEE
-...-...--...--.. -...-..----.-.---.------
~
~
. ;S~GAS
// /
-----
y y
.
,-. 1 ~ '\
~~ 'J::h-"'''::i~/F
\\....../.....~"'\~ /# ~\/ )
.' ./"€.. ,'.
! MANOR
i ROAD
STA~ 1
,,,"(-'(4 ~ I 1
STUB r/PLUG
'"
1
..
.
..
.
...
;.........
. .
.
EX r-nIT,,"Pi "'<'\'
: . FRCFIL~
. .. .
--.-------
. r
: ~
. g
1.1
1.1 I'
1.1 II
. 1.1 .... II' . . . 11--.
. II .. ...11
. 1.1 .... II. . . . II
. ::': ~ . . . . ""1"- _ _.- - - '"7 .J ,I "!
: U~ ~X.:..~.:'.V~.-S~~tEX9'.PVC~siN~
STA 14+
18.06'L
HYDRANT
6"GATE VALVE
5' -6"DIP CL 52
7tfr
5220
- .;~~:.: ~L. '--.~... .' ____<!; 0
-:"~'"1--\(;:'
. ~;:: 5250
2 \ ~ ST~ 14+44.~5.. '
" i 26.72 R
u 8"GATE VALVE
n. \
~
"
..>
%'{
""<6
~~
~~
,,\--'0
1(~~
'~J ""
...., V~
l
STA 14+44.46
46. n'R
61'-8"DIP
STUB W/PLUG
,r\
-~e>~ _
-,
~
OFT
I
60
30
1020
... .
.
----->-
-
-
-
-
-----,
.. .
.
..::-
;
....
. ~ : ~ . cr . ~
. g : ~
. ... ;00:
11+00 12+00
. <<
: ~
. ~
. 0
980
;. m .. m
'" : ~ "' N
" r-.:
. ~ 5 5
: . ...
8+00
9+00
10+00
~
~
g
~~
~
'" ~
" 00 ~
~~ Z I
0 o~
'" " a~
b
z ~!........
'"
<: if'
:! ~ ~
~ ~o..
2 ~
1015
"
o
fuz"
ilL M . :
0500 ~ w
8~~i ~
~S~::i ~ Z
~~;~ (), ~ :
~~~~ ~ : ~
!<~~~ 0 0
i!:2:6~ 5 0
2:~<1Il !3 S
~~~2 1,- ~
~~~~
~H~ ~
..J
..J
~ <
>-~ ....
C::u 0
::::lW UJ
CO.., W
(I)Oll.
~g:0~
~Z>--
..JO!:::E
..J-U
WbwC
~WJ:O
<(Z~O
WZc::
C::OO>
<(Ull.>
~c:: W
(I)W 0::
<( ~ 0
WZ
J:- J:
~ UJ
o
(I)
1010
1005
1000
995
8"
~6
~~
."
~o
~i
Ii
"""'I U Iii ~
~..s w
~~ ! I
g:;~
~:g~
~~.i
~ .~.
0:'=
"'8-
~ rn
~ ~
ffi ~
~~
rn
'g
X
990
985
R
13+00
I CITY PROJECT NO. 05-05
14+00 15+00
STA 8+00 TO STA 15+00 I
STREET AND WATERMAIN SHEET 5 OF 19 SHEETS
NOTES:
1. WATER SERVICES TO BE 1" TYPE "K" COPPER.
PLACE AT PROPERTY LINE WITH
CURB STOP PLACED AT THE END.
LOCATIONS TO BE FIELD VERIFIED.
2. THE DISINFECTION OF THE WATERMAIN SHALL
BE PERFORMED ACCORDING TO THE CITY OF
SHOREWOOD SPECIFICATIONS, 2001 EDITION,
AND THE PROJECT MANUAL.
3. UTILITY SERVICES SHALL HAVE A MINIMUM
3' SEPARATION (TYP).
4. SEE CITY SPEC. FOR WATERMAIN REACTION
BLOCKING.
5. 4" POLYSTYRENE INSULATION SHALL BE
PLACED AT STORM SEWER CROSSINGS
OR AS DIRECTED BY THE ENGINEER.
S. SILT FENCE DAMAGED BY CONSTRUCTION
SHALL BE REPAIRED AS INCIDENTAL
TO CONSTRUCTION.
7. ALL NUTS AND BOLTS USED IN THE
CONSTRUCTION OF ALL DUCTILE IRON PIPE
SHALL BE "KORE-BLUE" STEEL TYPE BOLTS.
NOTE:
1. EXACT LOCATION OF UTILITIES TO BE
FIELD VERIFIED BY THE CONTRACTOR
W
D
SAWCUT AND MATCH
EXISTING PAVEMENT
WA TER SERVICE
2" BITUMINOUS OVERLAY
2"-4" RECONSTRUCT BITUMINOUS
TO MATCH EXISTING PAVEMENT, OVERLAY
SODDING, TYPE LAWN
W/4" TOPSOIL
LEGEND
8
CD
1045
1040
1035
1030
1025
1020
1015
1010
1005
K:\01S08~04\Cad\Working\ 1608-sw02.dwg
ST. ALBANS BAY ROAD
STA 18+11.30
17.31'L
HYDRANT
6"GATE VALVE
S.78'-S"DIP CL 52
",oj
5255
STA
\
\
\
\
"
\,
\ .
./>-.-...0
STA~9
18.07'L
HYDRANT
S"GATE VALVE
7.Sl'-S"DIP CL 52
~ .---
":J'l.7;//
/
./
/
'11'
'11
'11
'11 .
~-~-.---
--
._-n
- J I
II
I
I
I
I
I
T
I
. . / )...C.:
. /-<./'. .
-:. -~ .-'
, . . .
---------
E0
22+00
STA 15+00 TO STA 22+00
STREET AND WATERMAIN SHEET 6 OF 19 SHEETS
_..--,-
--;--
.7.5'MIN
CL 50
'11 .
'11'
'11 .
'11.
II
.11.
.11.
.11.
.11.
N
~
<')
o
11
I L_ ______
'_..0 - - J..-L~ -~ - ~-~
--:'---N"
g",,\JC.sP'.
, . . .
-------
EX ~"pi;c
"'
m
5
15+00
21+00
16+00
17+00
18+00
19+00
20+00
.cITY PROJECT NO. 05-05
+,
~
o FT
30
1045
1040
1035
1030
1025
1020
1015
1010
1005
~
~~
~
~
g-;>
g
o
w 0
~ ~
'"
4;
a:
::: ~ '"
iii 0.. ~
~ ~
g
fuz
"9
g~ I~~. ..,
..,
~~ '"
~~
g~
""
~> Z @
z ~ g
~I ~ ;;; !j
~\S oJ w
g!:l ~ 0 0
~ ~ 0
N
~1ii ~ ci-
~~ ~
~~ ~
"
~~ z
-~ ~
I
60
..J
..J
W <C
~ I-
~I- 0
::::lU en
ll:J~ W
[3 ~ L1-0 Z
:Ell. Z
~Z~-
..JO_:!:
Ldi=U ~
>uwC
>WJ:O
<(ZI-
WZo::O
~8~s:
1-0:: W
enW 0:=
<(I- 0
wZ
J:- J:
!; en
o
en
g:;~ ~~
,giR~ ~~
ooZQ) ~~
~:~ ~i5
~&~ ~~
~ m ~ ;,;
H ~I~
I~ ~
o ~
,. ~ I~ lizO_~
~~ ! ;
ST. ALBANS BAY ROAD
NOTES:
1. WATER SERVICES TO BE 1" TYPE "K" COPPER.
PLACE AT PROPERTY LINE WITH
CURB STOP PLACED AT THE END.
LOCATIONS TO BE FIELD VERIFIED.
2. THE DISINFECTION OF THE WA TERMAIN SHALL
BE PERFORMED ACCORDING TO THE CITY OF
SHOREWOOD SPECIFICATIONS, 20D1 EDITION,
AND THE PROJECT MANUAL.
3. UTILITY SERVICES SHALL HAVE A MINIMUM
3' SEPARATION (TYP).
4. SEE CITY SPEC. FOR WA TERMAIN REACTION
BLOCKING.
5. 4" POLYSTYRENE INSULATION SHALl BE
PLACED AT STORM SEWER CROSSINGS
OR AS DIRECTED BY THE ENGINEER.
6. SILT FENCE DAMAGED BY CONSTRUCTION
SHALL BE REPAIRED AS INCIDENTAL
TO CONSTRUCTION.
7. ALL NUTS AND BOLTS USED IN THE ::r:
CONSTRUCTION OF ALL DUCTILE IRON PIPE g U)
SHALL BE "KORE-BLUE" STEEL TYPE BOLTS. + t:J
i-:jU)
NOTE: :! 1
1. EXACT LOCATION OF UTILITIES TO BE U)
FIELD VERIFIED BY THE CONTRACTOR
ST ALBANS CIRCLE
STA 27+~1
57.76'L ...,
HYDRANT 1'Cf-"
6"GATE V';JVE
16.86'-6"DIP CL 52
STA 27+27.11
63.55'L
STUB W/PLUG
STA 27+29.01
53.82'L \
\: 2"x6"TEE '\
S,\A 27+31.35
\ ;~.10'L
12"G~TE VALYf;;
!
~
,
..~.~ ;'
.,....../. U.ol---
. " .':' "./ .
-:;";' STA 27+35.49
26.85'L
11 1/4'BEND
g
~~
~
STA 28+23.21'
10.00'R ;'
45'BEND .r!
'/>'
STA 24+54.07
17.69'L
HYDRANT
6"GATE VALVE
~6"DIP ..eL 52
STA 26+83.04
10.00'R
12"GATE VALVE
"
O'
~
.t-
-<:-
I::!
,,-'"
Coo
"
~~ ~
o
~ ~
~ ~ Iii
::;: ~:.:: ~
~ a... [3
~ ~ i ~
20390
~t~l!tfEX
~~~B
~
fuz<
~n ~ ~
~~~~ ~~
~~~~ Cl.
~~[~ g g
~~~~ ~
~~~~ W to
~~~~ 0 0
j:"!;::IE:15 ~ ~
?;:iD<tIi D ci'
ffig~~ ~
o~_~ 0
~~~ffi
~~~~ ~
+,
LEGEND
5350
CD
CD
SAWCUT AND MATCH
EXISTING PAVEMENT
WATER SERVICE
2" BITUMINOUS OVERLAY
2"-4" RECONSTRUCT BITUMINOUS
TO MATCH EXISTING PAVEMENT, OVERLAY
SODDING, TYPE LAWN
W/4" TOPSOIL
f-
0.
rz2J
~
~
...I
...I
W <C
:ii: .....
~I- 0
=>frl (/)
a:l.., W
~~u..z
:!:c.Oz
~z~-
...10-2
...Ii=u
~uwC
<t~~O
wzo::O
0::00>
<tuu..>
1-0:: W
enW c:::
i;J~ 0
::t: :I:
5 (/)
o
en
'..,;- I
o FT 30 60
1045
1045
1040
1040
---
1035
1035
7.5'MIN
COVER
1030
1030
1025
1025
EX g:" P v.c SAN.
1020
1020
~;~ 8t5
j;~ II
~:~ ~o
<1)0 '6c.~ ~~
!~
~ Rl ~z
H gl~
i!!! (!)
I g '"
x ffi
o ~
... rYo\ 1~1l!~
~ .. ~
...~ ! ~
::s; ~ ~
---
1015
1015
1010
1010
1005
1005
o
a:i
5
<0
,,;
5
<0
,,;
'"
o
.,.
.n
'"
o
""
;;;
o
a:i
N
o
28+00
27+00
26+00
25+00
22+00
24+00
23+00
STA- TO-STA
STREET AND WATERMAIN SHEET 7 OF 19 SHEETS
.cITY PROJECT NO. 05-05
K:I01608-04ICadIWorkingI1608-sw03.dwg
LE GEN 0
(0
(2)
SAWCUT AND MATCH
EXISTING PAVEMENT
WA TER SERVICE
2" BITUMINOUS OVERLAY
2"-4" RECONSTRUCT BITUMINOUS
TO MATCH EXISTING PAVEMENT.
OVERLA Y
SODDING, TYPE LAWN
W/4" TOPSOIL
[2Zj
~
~
NOTE:
1. EXACT LOCATION OF UTILITIES TO BE
FIELD VERIFIED BY THE CONTRACTOR
(Jl '-,
'\N\
~~\
COP~~R~..
~
(~}-
NOTES:
1. WATER SERVICES TO BE 1" TYPE "K"
PLACE AT PROPERTY LINE WITH
CURB STOP PLACED AT THE END.
LOCATIONS TO BE FIELD VERIFIED.
2. THE DISINFECTION OF THE WATERMAIN SHALL
BE PERFORMED ACCORDING TO THE CITY OF
SHOREWOOD SPECIFICATIONS, 2001 EDITION,
AND THE PROJECT MANUAL.
.3. UTILITY SERVICES SHALL HAVE A MINIMUM
.3' SEPARATION (TYP).
4. SEE CITY SPEC. FOR WA TERMAIN REACTION
BLOCKING.
5. 4" POLYSTYRENE INSULATION SHALL BE
PLACED AT STORM SEWER CROSSINGS
OR AS DIRECTED BY THE ENGINEER.
6. SILT FENCE DAMAGED BY CONSTRUCTION
SHALL BE REPAIRED AS INCIDENTAL
TO CONSTRUCTION.
7. ALL NUTS AND BOLTS USED IN THE
CONSTRUCTION OF ALL DUCTILE IRON PIPE
SHALL BE "KORE-BLUE" STEEL TYPE BOLTS.
1005
1000
995
990
985
980
975
970
965
K:\0160B-04\Cad\Working\ 160B-sw04.dwg
"! ": "! 0 ...; "' '" ,... ,...
0; ~ 0; N ...; .,: .,: .,:
0> 0> 0> 0> 0> 0>
0> 0> 0> 0> 0> 0> 0> 0>
12+00 13+00 14+00 15+00 16+00 17+00
STA 10+00 TO STA 17+00
.CITY PROJECT NO. 05-05 STREET AND WATER MAIN SHEET 8 OF 19 SHEETS
MANOR ROAD
REMOVE STORM CULVERT
STA 13+55.67
16.34'L
HYDRANT
6"GATE VALVE
5.00'-6"DIP CL 52
STA 1.3+55.62
11.61'L
20555
20655
\
\
\
\ 20615
12" RC PIPE ApRON
& GRA TE DESI~N 3022
-4--
I
~
OFT
30
/-_'-:-~'"T-'-_':"_---
I
-~j---~-----------------~T1------~--
j j
7.5' MIN . ::
COVER I I
. II
II
650' -12"DIP CL 50 I I
II
I
I
I
=
-:-EX:9"~VC SAN
o
...;
'"
0>
'"
N
'"
'"
10+00
11+00
1005
1000
g
~~
~
" ...
'-' '-'
.' ~
0 G
w
5 ~
z
~ ~
< 1E
~ ~y ~
~ go.. ~
2 ~ ~
o
~~~
;~:~J~~~
8~~~ ~ 0-
o,>-gS' Z
.20.1.<. 0 ~
~i~~ ~ g
~~~: W ID
!;;::W?JiE 0 0
i=:l;a~ ~ ~
~~~~ 0 Z
~~~W ~
~~~~
~~~~ ~
I
60
..J
..J
~ <(
>-1- I-
O:::u 0
::::lW CJ)
m-, W
enou..Z
WO:::O
:!!:ll. Z
~Z>-
~Q5:2:
WI-
3:~~C
<(ZI-O
WZ 0::: 0
0:::00>
<(Uu..:>
1-0::: W
en W c:::
<(I- 0
WZ
J:- :I:
!; CJ)
o
en
995
990
985
980
g;~
,g:g~
~~.i
~ m~.
0=
",g,
~ m
c c
. c
~~
m -~
H
~~
~g
~ti
&~
~;:
~~
:ill!'
II
CQII~ :;;
AS'.... C> ~
~~ ~ ~
~ ~ i
975
970
965
NOTES:
1. WATER SERVICES TO BE 1" TYPE "K" COPPER.
PLACE AT PROPERTY liNE WITH
CURB STOP PLACED AT THE END.
LOCATIONS TO BE FIELD VERIFIED.
2. THE DISINFECTION OF THE WATERMAIN SHALL
BE PERFORMED ACCORDING TO THE CITY OF
SHOREWOOD SPECIFICATIONS. 2001 EDITION,
AND THE PROJECT MANUAL.
3. UTiliTY SERVICES SHALL HAVE A MINIMUM
3' SEPARATION (TYP).
4. SEE CITY SPEC. FOR WA TERMAIN REACTION
BLOCKING.
5. 4" POLYSTYRENE INSULATION SHALL BE
PLACED AT STORM SEWER CROSSINGS
OR AS DIRECTED BY THE ENGINEER.
6. SILT FENCE DAMAGED BY CONSTRUCTION
SHALL BE REPAIRED AS INCIDENTAL
TO CONSTRUCTION.
7. ALL NUTS AND BOLTS USED IN THE
CONSTRUCTION OF ALL DUCTILE IRON PIPE
SHALL BE "KORE-BLUE" STEEL TYPE BOLTS.
NOTES:
1. EXACT LOCATION OF UTiliTIES TO BE
FIELD VERIFIED BY THE CONTRACTOR
w
~
~
LEGEND
CD
o
SAWCUT AND MATCH
EXISTING PAVEMENT
WA TER SERVICE
2" BITUMINOUS OVERLAY
2"-4" RECONSTRUCT BITUMINOUS
TO MATCH EXISTING PAVEMENT, OVERLAY
SODDING, TYPE LAWN
W/4" TOPSOIL
1005
1000
995
990
985
980
975
970
965
K:\01608-04\Cad\Working\ 1608-sw05.dwg
1005
1000
995
990
985
980
-n-__
.11.
II --
975
970
965
MANOR ROAD
Wco
Z
-/-
-Jw
:rW
I:? $
~iir----
oC/)
~ '..:.:.'. .
" ==--'-
STA 17+59.74
16.09'L
HYDRANT
6"GATE VALVE 20630
4.00'-6"DIP CL 52 "U
....
STA 17+59.77
12.23'L
STA 23+37.43~
26.14'L
S"GATE VALVE (
STA 23+37.97
...-9.B1'L.
12"xS"TEE
~0540
OJ
Lf)
...
o
N
<D
Lf)
...
o
N
...
Lf)
...
o
N
20465
20425
--
11-_
.11.
II.
---
:-
Ex g;.p- -'-- ~ - _ :.... .
. lie. SAiV - '- ~.-
-- -,.-...
I'-
.,f
0>
0>
'"
.,f
co
0>
co
o
co
0>
'"
m
I'-
0>
--
r----
r.: .
I'-
0>
o
"'
0>
0>
co
o
0>
0>
N
"'
0>
0>
"'
N
0>
0>
co
cd
co
0>
17+00
STA 23+S1.56
16.22'R
HYDRANT
6"GATE VALVE
26.47'-6"DIP CL 52
-I-
/
~
o FT
3D
I
60
~
~
~
~~
~
il ..
0
~.., ~
~ z
Z ~
~ 10
:;: ~~
~ ~o... 8
~ i
~
1hz
zQ
g~ i~~ n
n
~g, a;
~~
~t3
8~
~5 ' .
z
~i 0 g
~ ~ ~
~!5 iE w '"
<w 0 0
~ 0
~, 15 N
~~ ci-
~~ ~ ~
~g iE
~lf 0 g
!J!1I z
-~ ~
...J
...J
W <(
3:
>- l-
I- 0
0::: U
:::l W (f)
D:l ..., W
en 0 IJ.. Z
w 0::: 0
:iE c. Z
~ z ~ :iE
...J 0
...J ~ (3
w
3: u w C
W :I: 0
<C z I-
W Z 0::: 0
0::: 0 0 ~
<C u IJ..
I- 0:: W
en w 0:::
<C I-
W Z 0
:I: :c
I-
:::l (f)
0
en
g~~ ~5
.~ 12~ ~g
C/JZlll ~~
~:~ ~5
Sg~ ~~
Ql lU ~ ~~
~.~ gz
, -:;:.; -I :iJj-",~
I~ ;
~I:! I~~
..~ !I
22+00
23+00
24+00
STA 17+00 TO STA 24+00
STREET AND WATERMAIN SHEET 9 OF 19 SHEETS
20+00
18+00
19+00
21+00
.ciTY PROJECT NO. 05-05
co--
Lriri
N'-
om
NOTES:
1. WATER SERVICES TO BE 1" TYPE "K" COPPER.
PLACE AT PROPERTY LINE WITH
CURB STOP PLACED AT THE END.
LOCATIONS TO BE FIELD VERIFIED.
2. THE DISINFECTION OF THE WATERMAIN SHALL
BE PERFORMED ACCORDING TO THE CITY OF
SHOREWOOD SPECIFICATIONS, 2DD1 EDITION,
AND THE PROJECT MANUAL.
3. UTILITY SERVICES SHALL HAVE A MINIMUM
3' SEPARATION (TYP).
4. SEE CITY SPEC. FOR WATERMAIN REACTION
BLOCKING.
5. 4" POLYSTYRENE INSULATION SHALL BE
PLACED AT STORM SEWER CROSSINGS
OR AS DIRECTED BY THE ENGINEER.
6. SILT FENCE DAMAGED BY CONSTRUCTION
SHALL BE REPAIRED AS INCIDENTAL
TO CONSTRUCTION.
7. ALL NUTS AND BOLTS USED IN THE
CONSTRUCTION OF ALL DUCTILE IRON PIPE
SHALL BE "KORE-BLUE" STEEL TYPE BOLTS.
SUBURBAN DRIVE
STA 10+54.22
10.00'L
45' BEND
STA 10+72.97
15.00'L
HYDRANT
6"GATE VALVE
5.00'-6"DIP CL 52
STA 14+35.91
15.89'L
HYDRANT
6"GATE VALVE
5.86'-6"DIP CL 52
/1/
//1
STA 1.0+36.97
\ / 19.14'L
121.~~TE VALV~.r
/ip.. ,_}~_;:
w
z
::J
NOTE:
1. EXACT LOCATION OF UTILITIES TO BE
FIELD VERIFIED BY THE CONTRACTOR
Cf)
J /~- r.....r'y'......--) I ,-,
,AS........-GAS......... "-GAS! ~,-l'.S-
S, ST~
(c . }t>. O'L
/".,''''''
.......\.-.
,
\
<>:
I-
(I)
LEGEND
0)
CD
SAWCUT AND MATCH
EXISTING PAVEMENT
WATER SERVICE
2" BITUMINOUS OVERLAY
2"-4" RECONSTRUCT BITUMINOUS
TO MATCH EXISTING PAVEMENT, OVERLAY
SODDING, TYPE LAWN
W/4" TOPSOIL
ST ALBANS
BA Y ROAD
SEE SHEET 5
~~
r2Z3
~
~
~ I
o FT 3D 60
1015
--n--
1'1
1'1
1'1
II
1'1
1'1
1'1
1015
1010
1010
1005
1005
1000
1000
995
'"
ci
'"
'"
990
14+00
15+00
16+00
STA 10+00 TO STA 15+00
STREET AND WATERMAIN SHEET 10 OF 19 SHEETS
-~
--.,
i""__
985
7.5'.
980
~--l.L__
--.--.-1;--1--;--
. . , .
-------
. . . .
-------
EX
EX' 9"PVC' SAN
975
12+00
11+00
13+00
10+00
K:I01608-04ICadIWorkingI1608-sw06.dwg
CITY PROJECT NO. 05-05
g
~~
~
::;
<.>
~'"")
~
o
5
z
~
'"
r;:
~ ~ '"
: ~ a. ~
~ 2 ~
o
fuz
il ~ J ~ w ~
8~ ~~a.
~?i ~ z
~~~~ ~ g
~~~~ W to
g~~~ ~ ~
?;:~<tn a d
~~~2 ~
~~~;
~~~~ ~
...J
...J
~ <(
>- I- t-
O:::u 0
::::l W en
m.., W
eno
wo:::~Z
~ c. Z
~Z~-
::lQ-:i!:
wl-U
~~~g
<(ZI-O
WZo:::
0:::00>
<(ULL.>
I- 0::: W
en w 0:::
<(I- 0
WZ
J:- ::I:
!5 en
o
en
995
990
g~~
:gm~
U:~.g
:; .:;:
~.. ~.
So
0.
. m
~ .
~~
<CO:;
m
c
.
X
82
_0
~g
~~
~~
~o
8~
,,<.>
~~
ie~
985
980
~
i
<5
il'i
"" I~ w
~ ~
~~.~ ~
~~I
o
'"
975
NOTES:
1. WATER SERVICES TO BE 1" TYPE "K" COPPER.
PLACE AT PROPERTY LINE WITH
CURB STOP PLACED AT THE END.
LOCATIONS TO BE FIELD VERIFIED.
2. THE DISINFECTION OF THE WATERMAIN SHALL
BE PERFORMED ACCORDING TO THE CITY OF
SHOREWOOD SPECIFICATIONS, 2001 EDITION,
AND THE PROJECT MANUAL.
3. UTILITY SERVICES SHALL HAVE A MINIMUM
3' SEPARATION (TYP).
4. SEE CITY SPEC. FOR WATERMAIN REACTION
BLOCKING.
5. 4" POLYSTYRENE INSULATION SHALL BE
PLACED AT STORM SEWER CROSSINGS
OR AS DIRECTED BY THE ENGINEER.
6. SILT FENCE DAMAGED BY CONSTRUCTION
SHALL BE REPAIRED AS INCIDENTAL
TO CONSTRUCTION.
7. ALL NUTS AND BOLTS USED IN THE
CONSTRUCTION OF ALL DUCTILE IRON PIPE
SHALL BE "KORE-BLUE" STEEL TYPE BOLTS.
NOTE:
1. EXACT LOCATION OF UTILITIES TO BE
FIELD VERIFIED BY THE CONTRACTOR
(Zl
r:--:-:l
~
LEGEND
(2)
CD
SAWCUT AND MATCH
EXISTING PAVEMENT
WA TER SERVICE
2" BITUMINOUS OVERLAY
2"-4" RECONSTRUCT BITUMINOUS
TO MATCH EXISTING PAVEMENT, OVERLAY
SODDING, TYPE LAWN
W/4" TOPSOIL
1015
1010
1005
1000
995
990
SUBURBAN DRIVE
w
z
::J
:cD
O~
~t;:j
::!EW
g~
+W
lOW
~IJ)
5040 j
d !
5080
STA 19+74.54
15.32'L
HYDRANT
6"GATE VALVE 0
5.50'-6"DIP CL 52 }
<t
f--
IJ)
o
@
r('{I'~
'''LJ,'.,L-
5055
5045
~ 'A;.
..... I
o FT 30 60
'"
o
'"
'"
o
r.:
'"
'"
..:..
.~
~
~
~ .
~
---
~~~
7.5':MIN
COVER .
985
980
975
K:I01608-04ICadIWorking\ 1608-sw07 .dwg
"'
o
o
o
'"
o
'"
'"
o
"'
'"
'"
"!
a;
'"
<0
.n
'"
'"
N
.n
'"
'"
co
g
'"
16+00
17+00
18+00
1015
1010
1005
1000
g
~~
~
"
~~ 5
OJ %
g *
~
"'
c:
::: ~ '"
~ r I
~
~~
~~
;; ; M ~ ~
~~:I Z..
~~ ~ g g
:: ~ ~ g
~5?l ~ ~
~~ 0
C;:~ ~ ~ ~
0::0 ~ ::::-o~
~~ .J ~
. ~
~~
!j>~ ~ ~
_:i' 5
...J
...J
~ <(
>-1- I-
O::u 0
::::lW en
CD""') W
(/)Ou..Z
WO::O
:E c.. Z
~Z>--
:jQ5:E
WI-
3:~~C
<(ZI-O
WZo::O
0::00>
<(Uu..>
I- 0:: W
(/)W ~
<(I- 0
WZ
::c- :c
~ en
o
(/)
995
990
g~~
~~~
"'z~
~:~
~&~
~ ~ ~
~ .~
",::;;
i .~
I~
~a
ig
~r;;
'z
'78
8~
~~
:l:Z
le5
II
~I"; "1.'<;:
~ w
~ ~
..~ ~ !
985
980
975
20+ DO
21+00
22+00
STA 15+00 TO STA 19+60
STREET AND WATERMAIN SHEET 11 OF 19 SHEETS
19+00
.CI1Y PROJECT NO. 05-05
w
,..--:-:,
~
"
LEGEND
~
8
(2)
SAWCUT AND MATCH
EXISTING PAVEMENT
WA TER SERVICE
2" BITUMINOUS OVERLAY
2" -4" RECONSTRUCT BITUMINOUS
TO MATCH EXISTING<PAVEMENT, OVERLAY
SODDING, TYPE LAWN
W/4" TOPSOIL
NOTE:
1. EXACT LOCATION OF UTILITIES TO BE
FIELD VERIFIED BY THE CONTRACTOR
NOTES:
1. WATER SERVICES TO BE 1" TYPE "K" COPPER.
PLACE AT PROPERTY LINE WITH
CURB STOP PLACED AT THE END.
LOCA T10NS TO BE FIELD VERIFIED.
2. THE DISINFECTION OF THE WA TERMAIN SHALL
BE PERFORMED ACCORDING TO THE CITY OF
SHOREWOOD SPECIFICATIONS, 20D1 EDITION,
AND THE PROJECT MANUAL.
3. UTILITY SERVICES SHALL HAVE A MINIMUM
3' SEPARATION (TYP).
4. SEE CITY SPEC. FOR WATERMAIN REACTION
BLOCKING.
5. 4" POLYSTYRENE INSULATION SHALL BE
PLACED AT STORM SEWER CROSSINGS
OR AS DIRECTED BY THE ENGINEER.
6. SILT FENCE DAMAGED BY CONSTRUCTION
SHALL BE REPAIRED AS INCIDENTAL
TO CONSTRUCTION.
7. ALL NUTS AND BOLTS USED IN THE
CONSTRUCTION OF ALL DUCTILE IRON PIPE
SHALL BE "KORE-BLUE" STEEL TYPE BOLTS.
1005
1000
/~~; j
" rt./f.2ST A 10+27.12
'.'/', 4.23'L
/ S"GATE VALVE
\~;{T\ f(?~ f~ft\ <'.',
, ;> J 2i/"l~i -""r:ii'~r-)!cf."f!{
-~,,~.~ fi't:/;1'1 i'-'!~ - qL. -,,\!
,-- ,
'f.j~J;g~L_m
/ n<0
/~V
STA 10+73.66
5.57'R
45" BEND
1020
1015
1010
'"
'-
. "
.'-
995
,
........ .
',~
.,
-.:
990
~--
985
980
to '" '" ..-
.,.:' ci .,.: .,.:
5 5 0 '"
~ '"
10+00 11+00 12+00
'"
ci
en
en
13+00
~~
~ I
o FT 3D FT 60 FT
1020
1015
1010
1005
1000
995
990
985
980
g~E8 ~:=
'-'" ~t
~:g~ ;,;=>
U} z w ~~
~~~ ~~
S8.~ ~;;
w (U ~ i~
~ ~ @~
~ ~ I~
~ .~
I~
- :I
.w
r::o I~ . ~
..~ ~ ~
~ ~ i
K:I01608-04ICadIWorkingI1608-sw08.dwg
CITY PROJECT NO. 05-05
STA 10+00 TO STA 13+42
STREET AND WATERMAIN SHEET 12 OF 19 SHEETS
986.00 I
984. DO
1010
1005
1000
995
990
985
980
975
970
6'
INTERIOR
WEIR WALL
INTERIOR
WEIR WALL
9" DIA OPENING
STEPS
16" O.C.
72" DIA PRECAST
MANHOLE
PRECAST CONCRETE BASE
FOR 72" DIA STRUCTURE
PER MN/DOT 4011G
~
(@)
OUTLET SKIMMER
72" DIAMETER
DRAINAGE DESIGN STRUCTURE 2
ELEVATION
K:\01608-04\Cad\ Working\ 1608-ss01.dwg
OUTSIDE MH WALL
FLAT BAR = 1"
1/4" X ," FLAT BAR
(ROLLED TO PROVIDE
OUTER RING)
A
HOT DIPPED GALVANIZED
GRATE IN 2 SECTIONS
#5 SMOOTH BAR
~R4~vfbf f_~cp."WAY
6P"tNlifG)"
PLAN
988.00
986.00
".;:;
9" DIA
OPENING
SECTION A-A
ST. ALBANS BAY ROAD
- - - -;- ,'IS - _ _ _ _
'1,\7
<\
-<I
\ ~..,/>O,.} ,J5
---'....-..... "-
"-...... \ :r f.,/
"'.\ I'C;] /:~
;:iI~_T'i //.. c - S
-_ !)i,~/ . "R
. ;:;~:~~S[!jy7'/'
-i--,~'-l
!
'// '\ / ./'
\y~ fL",j
/I \...i1
-\ I.
i V"-tI fC~_,
lD ,. \......v
+ I"
8\ ! I J\
- . \
~
\
-......,
\\
"c)'
REMOVE EX DRAIN TILE
(EX LATERAL DRAiN TILE
SYSTEMS SHALL BE
CONNECTED INTO THE
PROPOSED MH 5002)
tfJ
to'
.q:(5"o
t0J.{)~,
+ .1.()....-.-
obJ tD4:
"--.cnC)).o
4: II 1I'ro
I-u>....
V).b,~__ > .L
@//
.~. . ;/' .
. .~. . /D'
,A/]
~ / ::'-12"~Cp: :
. CL.V Iil' 0.52% .
Z.'.N'
ON
0::.0
0..'"
4:z
'(:)
r_
I-Ul
ww
l.:.i.:.:""O"
O<'-J<I:.
Q,COU1
2;~U'~
..--:rn a::'(2
4::1l'N'(:) .
tng.:::.~"
N
...;'
co.
m
O.
to!
CO
m
10+00
i
I
J
,~
J~~~~"'''~~--~,
/ I
/
t
N'
..-.=t;:;:"
Z
(:)
13
o
B'
.0:;:'0
0.0::
4:'<(
,gs. w8
: r'oQ:.
,;~o.Oi
~"N'CO'U.-~
:-U~g:
;::>N"-
U1 ~ '::'3:
.....J.
4:
~ 8
NoDOn..
O>O~~lfl
.i:~~~'<(
..'"""'-lj}..Q)..Q).Q.
;::~4l;4'N
(J)I-~~t:.
rmEXPROFIG..T"
. OVER. PIPE
. . , . .
/- -:'~---~,~~
. .. .,.........
1;8'~12"RepJ/
'CL V @-0.63%
\
\
~.
".~".,~ '
CL v.@ 0.0%.
to
a:i
<0
m
N
m
m
~
0;:'
m
to U')
r-..: "to
<0 . CO
m m
11+00
12+00
CITY PROJECT NO. 05-05
NOTE:
1. EXACT LOCATION OF UTILITIES TO BE
FIELD VERIFIED BY THE CONTRACTOR
-f-
/
~
OFT
3D
I
60
1010
1005
1000
970
~~
~
~
fuzffi
~I~ ~
I'^:~ Jl . m
~U~ ~ ~
~s f ~ g g
~~~~ ~
~~~~ W lO
$~~i: 05 g
t::::t:i5i5 < N
?;::~o(tn 0 ci-
~~~~ ~
lrifbl-j;!:
l:l![~ffi
~~~~
995
...J
...J
W
~
~I-
::::lU
a:J~
enou.
WO:::O
:!Ee..
~Z>-
...Jo!:::
iili=U
~frl~
<(ZI-
WZo:::
0:::00
<(Uu.
1-0:::
enw
<(I-
WZ
J:-
I-
::::l
o
en
<(
....
o
en
w
z
z
-
:!:
c
o
o
~
w
0::
o
:::c
en
990
985
g;e z
0
:g:g~ i
CIlZ.
:S ~~~
,,~ ~ 8
~o ~
'"
. m
" . z
c c ~
. c
~~
. "
.~ z
x I
f2 ~
CQI" w
<c~1 ! i
i
980
975
STORM SEWER SHEET 13 OF 19 SHEETS
EROSION CONTROL PLAN INFORMATION
Project Description
This project consist of watermain and street reconstruction from the existing watermain
located on the south side of Excelsior BI\od and Sl. Albans Bay Road, along Sl. Albans Bay
Road, Manor Road, and Suburban Drive and the repair and reconstruction of the street
portion of the affected streets.
Receiving Waters
All surface water runoff is collected using a system of roadside ditches.
Water collected in the ditches along the road is conveyed to the holding pond located at the
NE corner of Sl. Albans Bay Road and Manor Drive.
Responsible Parties
The Contractor is responsible for implementation of the erosion control plan,
including the installation, inspection, and maintenance of the erosion prevention
and sediment control BMPs before and during construction.
Owner
Larry Brown
City of Shorewood
5755 Country Club Road
Shorewood , MN 55331
Contractor:
TBD
Construction Notes:
Construction shall be governed by 2000 Mn/DOT Spec Book and the special provisions.
The contractor shall keep the inspection and maintenance log with the erosion control plan.
Timing of BMP Installation
The Erosion Prevention and Sediment Control BMP's shall be installed as necessary
to minimize erosion from disturbed surfaces and to capture sediment on site, and shall
meet the NPDES Permit Part IV Construction Activity Requirements.
Location of Erosion Control Requirements in the Project Plan
DESCRIPTION TITLE
Direction of Flow
Final Stabilization
Erosion Control Sheets
Erosion Control Details
Storm Sewer Plan Sheets
Storm Sewer Details
Location of Ponds
Contacts
AGENCY
MPCA
DNR Permit
Minnehaha Creek Watershed District
ACOE
State Duty Officer
Design
Erosion Control Review
Erosion Control
Erosion Control & Street & Watrmain
Erosion Control
Details
N/A
N/A
N/A
PERMIT
NPDS Construction Permit
N/A
Erosion Control
N/A
TMDL Implementation Plans Containing Storm Water Requirements:
Christmas Lake & Lake Minnetonka are listed as impaired waters for mercury.
will not affect mercury loadings to these water bodies
Calculations:
Impervious Before Construction =
Impervious After Construction =
Area to be disturbed =
This project
2.46 Acres
2.46 Acres
1.93Acres
NAME
N/A
N/A
James Whisker
N/A
MPCA
Justin G. Messner, E.I.T.
Andrea Moffatt
g
~~
~
::; ~
LOCATION C,:) 00 [
&"? ~ ~
0 ~ ~ ~
Pages 16-19 b
z ~~
Pages 5 - 19 \;> 1::
Pages 16 - 19 :l ~ ::.:=
iiiD..
Page 3 ~ ~
--- 0
~~
--- ~~ ~
,~~ ~
--- ~~ ~
5t
8~
&~ ;11 g
~i ~ ~ 3
~~ w W ~
~!;' ~ 0 0
~ ~ 0
~1D ~ ~
~~ ~
~~ ,
~
~~ z g
-> 0
PHONE NUMBER
...J
...J
~ <(
>-1- I-
O:::u 0
=>w en
c:o..., w
f3 ~ Ll.O Z
~a.. Z
~Z>--==
...J 0 !:: 0:::
...J-U
wt;wc
S:wJ:O
<(ZI-O
WZo:::
0::: 0 0 >.
<(ULl.>
I- 0::: W
enw c:::
<(I- 0
wZ
J:- J:
~ en
o
en
952-471-0590
1-800-422-0798
763-287-7160
763-541-4800
g~g
:g~~
en z.
:5 ~~~
o '~i'
~o
0.
. m
o.
c c
. c
~~
m
.~
X
z
o
I
8
"
z
'Z
~
<,g
I
~
CQII~ w
~~ ~ ~
~ ~ !
R
I EROSION CONTROL PROJECT AND CONTRACT INFORMATION I
CITY PROJECT NO. 05-05 SWPPP NOTES SHEET 14 OF 19 SHEETS
PLAN REQUIREMENTS
THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH
ALL TERMS AND CONDITIONS OF THE PERMIT.
THE CONTRACTOR MUST IDENTIFY A PERSON KNOWLEDGEABLE AND
EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND
SEDIMENT CONTROL BMPS WHO WILL:
1. OVERSEE THE INSTALLATION. INSPECTION AND MAINTENANCE
OF ERDSIoN PREVENTION AND SEDIMENT CONTROL BMPS BEFORE AND
DURING CONSTRUCTION.
THE EROSION CONTROL PLAN MUST INCLUDE:
1. LOCATION AND TYPE OF ALL TEMPORARY AND PERMANENT
EROSION PREVENTION AND SEDIMENT CONTROL BMPS. INCLUDING
PROCEDURES USED TO ESTABLISH ADDITIONAL TEMPORARY BMPS AS
NECESSARY FOR THE SITE CONDITIONS DURING CONSTRUCTION.
2. A WATERSHED DELINEATION SHOWING DRAINAGE
DIRECTION OF FLOWS FOR PRE- AND POST-CONSTRUCTION STORM
WATER RUNOFF DRAINAGE AREAS AND ALL POST-CONSTRUCTION STORM
WATER oUTFALLS LEAVING THE SITE.
3. IMPERVIOUS AREAS AND SOIL TYPES.
4. LOCATION OF AREAS NOT TO BE DISTURBED.
S. LOCATION OF AREAS WHERE CONSTRUCTION WILL BE PHASED
TO MINIMIZE DURATION OF EXPOSED SOIL AREAS.
6. ALL SURFACE WATERS AND EXISTING WETLANDS.
7. METHODS TO BE USED FOR FINAL STABILIZATION OF ALL
EXPOSED SOIL AREAS.
PERMIT REoUIRES THAT THERE BE NO UNBROKEN SLOPE LENGTH
GREATER THAN 75 FEET FOR SLOPES WITH A GRADE OF 3:1 OR
STEEPER.
SEQUENCE OF CONSTRUCTION
1. CONTRACTOR TO VERIFY THAT ALL PERMITS HAVE BEEN OBTAINED.
2. CONTRACTOR TO SCHEDULE FIELD MEETING WITH CITY DR LGU AND/OR
WATERSHED.
3. CONTRACTOR TO INSTALL ALL PERIMETER SEDIMENT CONTROL DEVICES.
CONSTRUCTION ENTRANCES, AND PROTECTIVE FENCING FOR TREES.
DITCHES. AND EXISTING WATER BODIES AND AREAS TO REMAIN
UNDISTURBED.
4. CONTRACTOR TO CONSTRUCT STORM WATER AND/OR TEMPORARY
SEDIMENTATION BASINS.
5. CONTRACTOR TO CONTACT CITY DR LGU AND/OR WATERSHED FOR
APPROVAL OF SEDIMENT CONTROL DEVICES.
6. CONTRACTOR TO ROUGH GRADE SITE AND INSTALL UTILITIES.
7. CONTRACTOR TO INSTALL TEMPORARY EROSION CONTROL DEVICES AS
NECESSARY. REMOVE ALL UNSUITABLE SEDIMENT PER RECOMMENDATION
OF GEOTECHNICAL ENGINEER.
8. CONTRACTOR TO INSTALL SUBBASE AND BASE FOR PAVEMENT.
9. CONTRACTOR TO INSTALL BITUMINOUS SURFACE.
K:I01608-04ICadIWorkingI1608-swppp02.dwg
SEQUENCE OF CONSTRUCTION - CONT.
12. ONCE ALL DISTURBED AREAS HAVE BEEN STABIL]ZED. OBTAIN APPROVAL
FROM THE CITY ENG]NEER WITH]N TWO WEEKS OF F]NAL STAB]LIZATloN.
13. CONTRACTOR TO REMOVE SED]MENT CONTROL DEVICES W]THIN TWO WEEKS
OF APPROVAL.
PRECONSTRUCTION ACTIVITIES
THE ENGINEER WILL INSPECT SILT FENCE PRIOR TO ANY LAND ALTERATION.
ALL SILT FENCE SHALL BE CONSTRUCTED WITH WOOD OR STEEL POSTS
(SEE DETAIL).
ALL EROSION CONTROL MEASURES MUST BE ]NSTALLED AND MAINTA]NED
ACCORDING TO THE DETAIL5 INCLUDED IN THE CONSTRUCTION DOCUMENTS.
ALL SILT MUST BE REMOVED FROM SILT FENCE WHEN IT REACHES A HEIGHT
EoUAL TO ONE-THIRD OF THE HEIGHT OF THE SILT FENCE. THE CONTRACTOR
MUST PERFORM ANY CORRECTIVE MEASURES ORDERED BY THE RESIDENT
ENG]NEER, LOCAL GOVERNMENT UNIT. OR MPCA WITHIN 24 HOURS OF SUCH
NOTICE. THE CONTRACTOR SHALL ALSO PLACE ANY ADDITIONAL EROSION
CONTROL MEASURES DEEMED NECESSARY BY THE CITY OR MPCA WITH]N 24
HOURS NOTICE. ALL MEASURES MUST BE REPLACED OR REPAIRED WITH THE
APPROVAL OF THE ENGINEER CITY, AND MPCA, WHEN THEY BECOME
NONFUNCTIONAL.
ORANGE POLY SNOW FENCING MUST BE PLACED AROUND ALL NATURAL
FEATURES THAT ARE TO BE PRESERVED. THIS INCLUDES ALL TREES.
WETLANDS. SLOPES. ETC.. IN LOCATIONS WHERE PLACEMENT OF
PROTECTION FENCING COINCIDES WITH THE PLACEMENT OF SILT FENCE,
THE TOP PORTION OF THE SILT FENCE MAY BE PAINTED ORANGE AND
CAUTION RIBBON MAY BE INSTALLED IN ACCORDANCE WITH THE DETAIL
PROVIDED IN THE CONSTRUCTION SPECIFICATION. RIBBON MUST BE
MAINTA]NED AT ALL TIMES IF THIS ALTERNATIVE IS TO BE USED.
ON-SITE TESTING MUST BE CONDUCTED TO VERIFY THAT A MINIMUM
OF 2 FEET OF SEPARATION FROM BEDROCK OR SATURATED SOIL IS
ACH]EVED.
ALL DOWN GRADIENT PERIMETER CONTROLS SHALL BE IN PLACE BEFORE
ANY UP GRADIENT DISTURBANCE BEG]NS. AND MA]NTAINED UNT]L FINAL
STABIL]ZATloN.
T]MING AND INSTALLATION OF SED]MENT CONTROL DEVICES CAN BE
ADJUSTED TO ACCOMMODATE SHORT-TERM ACTIVIT]ES SUCH AS CLEAR]NG
AND GRUBBING.
DEWATERING ACTIVITIES THAT MAY HAVE SEDIMENT-LADEN DISCHARGE
MUST DISCHARGE ]NTo A TEMPORARY OR PERMANENT SEDIMENTAT]oN
BAS]N WHEN POSSIBLE. OTHERWISE ]T MUST BE D]SCHARGED THROUGH
SOME FORM OF BEST MANAGEMENT PRACTICE IBMP).
FIELD REQUIREMENTS
THE PERM]TTEE MUST AMEND THE EROSION CONTROL PLAN AS NECESSARY
TO INCLUDE AOOIT]oNAL REOUIREMENTS. SUCH AS ADDITIONAL OR MODIFIED
BMPS. DESIGNED TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS S]TUAT]DNS
WHENEVER:
1. THERE IS A CHANGE IN DESIGN. CONSTRUCTION, OPERATION OR
MAINTENANCE.
2. WEATHER OR SEASONAL CONDITIONS THAT HAVE S]GN]F]CANT EFFECT
ON D]SCHARGE. INSPECTION IS REOUIRED WITHIN 24 HOURS OF A
RAINFALL EVENT GREATER THAN ONE-HALF INCH.
3. INSPECT]oN OR INVESTIGATION BY SITE OPERATORS, LOCAL. STATE.
OR FEDERAL OFFICIALS INO]CATE THE EROSION CONTROL PLAN IS
NOT EFFECTIVE.
4. THE EROSION CONTROL PLAN IS NOT ACHIEVING THE GENERAL oBJECT]VES
OF CONTROLLING POLLUTANTS OR THE EROSION CONTROL PLAN ]S NOT
CONSISTENT W]TH THE TERMS AND CONDITIONS OF THJS PERM]T.
STORM WATER PONDS. SEO]MENT BARRIERS AND OTHER MEASURES
INTENDED TO TRAP SEDIMENT ON-S]TE W]LL BE CONSTRUCTED AS A
FIRST STEP IN GRADING, AND WILL BE MADE FUNCTIONAL BEFORE LAND
DISTURBANCE TAKES PLACE UP SLOPE. EARTHEN STRUCTURES SUCH
AS DAMS. DIKES AND D]VERSIoNS MUST BE SEEDED AND MULCHED WITHIN
48 HOURS OF INSTALLAT]oN. UTIL]TY AND PAVING WORK WILL COMMENCE
UPON COMPLETION OF THE GRADING OPERATIONS. ALL ERoS]oN CONTROL
MEASURES AND PROTECTIVE FENC]NG MUST BE ]NSTALLED AND INSPECTED
BY THE CITY OR LOCAL GOVERNMENT UNIT PRIOR TO BEGINNING OF ANY
GRADING.
THE PERMITTEE MUST ]MPLEMENT THE ERDS]DN CONTROL PLAN AND INSTALL
BMPS IDENTIF]ED IN THE EROSION CONTROL PLAN ]N AN APPROPRIATE AND
FUNCTIONAL MANNER.
THE LOCATION OF AREAS NOT TO BE D]STURBED MUST BE DEL]NEATED ON THE
SITE BEFORE DEVELOPMENT BEGINS.
FIELD REQUIREMENTS - CONT.
ALL EXPOSED AREAS W]TH A CDNT]NUoUS PoSIT]VE SLOPE WITH]N
200 FEET OF A SURFACE WATER MUST HAVE TEMPORARY EROSION PROTECT]DN
OR PERMANENT COVER FOR THE EXPOSED SOIL AREA, YEAR ROUND. WITH THE
FOLLOWING MAXIMUM TIMES AND AREA CAN REMAIN OPEN WHEN THE AREAS NOT
ACTIVELY BEING WORKED:
1. SLOPES STEEPER THAN 3:1 (7 DAYS).
2. SLOPES OF 10:1 TO 3:1 (14 DAYS).
3. SLOPES OF 10:1 OR FLATTER (21 DAYS).
CONTRACTOR SHALL BE RESPoNS]BLE FOR KEEP]NG EX]STING PAVED SURFACES
CLEAN OF SEDIMENT BY STREET SWEEPING ROADWAYS WHEN A SIGN]F]CANT
ACCUMULAT]oN OF SED]MENT OCCURS ON THESE SURFACES. ANY SEDIMENT
TRACKED oFF-S]TE IS TO BE REMOVED WITHIN 24 HOURS.
CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING THE FOLLOWING
POLLUTION MANAGEMENT MEASURES ON THE SITE:
1. SOLID WASTE: COLLECTED SEDIMENT. ASPHALT & CONCRETE M]LLINGS.
FLOATING DEBRIS. PAPER. PLASTIC. FABR]C. CONSTRUCTION AND
DEMOLITION DEBRIS AND OTHER WASTES MUST BE DISPOSED OF
PROPERLY AND MUST COMPLY W]TH MPCA D]SPOSAL REDUIREMENTS.
2. HAZARDOUS MATERIALS: OIL. GASOLINE, PAINT. AND ANY HAZARDOUS
SUBSTANCES MUST BE STORED. INCLUDING SECONDARY CONTAINMENT.
TO PREVENT SPILLS. LEAKS OR OTHER DISCHARGES. RESTRICTED ACCESS
TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE
AND DISPOSAL OF HAZARDOUS WASTE MUST COMPLY WITH MPCA REGULATIONS.
CONTRACTOR TO PROVIDE SILT BAG PROTECTION AT ALL CATCH BASIN INLETS
IN THE ROADWAY, AND S]LT FENCE PROTECTION AT ALL CATCH BASINS OUTSIDE
OF THE ROADWAY. (SEE DETAILS. )
ALL SEDIMENT DEPOSITS W]THIN SURFACE WATERS MUST BE REMOVED AND
RESTABILIZED WITHIN 7 DAYS OF DISCOVERY. THIS INCLUDES DELTAS AND
STORM SEWER SEDIMENT DEPOSITS.
DURING EXCAVATION, SEDIMENT AND EROSION CONTROL DEVICES SHOULD BE
UTILIZED TO PREVENT SEDIMENTATION AND THE AREA MUST BE STAKED OFF AND
MARKED SO THAT HEAVY CONSTRUCTION EDUIPMENT WILL NOT COMPACT THE SOIL.
MAINTENANCE DURING CONSTRUCTION
MAINTAIN ALL EROSION CONTROL ITEMS. REMOVE ACCUMULATED
SEDIMENTS. CLEAN UP MUD TRACKED FROM THE SITE ON TO
ADJACENT STREETS. AND CONTROL DUST IPER MN/DoT SPEC 2130 AS
NECESSARY TO ELIMINATE SIGNIFICANT DUST PER REQUIREMENTS OF
ENGINEER. OWNER. AND/OR CITY UNT]L SUCH TIME AS THE
ENGINEER HAS ACCEPTED THE WORK.
TEMPORARY STOCKPILES MAY BE LEFT ON THE SITE FOR USE IN
BACKFILL REPLENISHMENT. STOCKPILES MUST HAVE SILT FENCE OR
OTHER EFFECTIVE BMPS TO CONTROL RUNOFF. STOCKPILES CANNOT
BE PLACED IN SURFACE WATER CONVEYANCE DEVICES ICURB AND
GUTTER. SWALES OR DITCH). TOPSOIL WILL BE RESPREAD
PROGRESSIVELY AS THE GRADING WORK CONTINUES. IF STOCKPILES
ARE TO REMAIN FOR MORE THAN 6Q DAYS. TEMPORARY SEEDING
MUST BE PLACED.
INSPECTION AND RECORD RETENTION
INSPECTION AND RECORD RETENTION - CONT.
RECORDS MUST INCLUDE:
1. DATE AND TIME OF INSPECTIONS.
2. NAME OF PERSON CONDUCTING INSPECT]oN.
3. FINDING OF INSPECTION INCLUDING CORRECTIVE ACTION. DETAILS OF
CORRECTIVE ACTION (DATE. TIME. PARTY COMPETING MAINTENANCE).
4. DATE AND AMOUNT OF RAINFALL GREATER THAN 0.5 INCHES IN 24 HOURS.
5. DOCUMENTATION OF CHANGES TO EROSION CONTROL PLAN.
IN AREAS OF PROJECT WHERE FINAL STABILIZATION IS COMPLETE.
INSPECTIONS CAN BE REDUCED. AS APPROVED BY THE WATERSHED DISTRICT.
INSPECTIONS CAN BE SUSPENDED DUE TO FROZEN GROUND CONDITIONS
UNTIL FIRST RUNOFF .oCCURS OR CONSTRUCTION ACTIVITIES RESUME.
RESTORATION
RESPREAD TOPSOIL AND ESTABLISH TURF ON ALL ROUGH GRADED AREAS OTHER
THAN THOSE DESIGNATED FOR PADS. BITUMINOUS. AND CONCRETE WITHIN 48
HOURS AFTER COMPLETION OF EARTH MOVING.
RESPREAD TOPSOIL AND ESTABLISH TURF ON ALL FINAL GRADED AREAS WITHIN
72 HOURS AFTER COMPLETION OF FINAL GRADING.
EROSION CONTROL BLANKET SHALL BE INSTALLED ON ALL SLOPES 3:1 OR
STEEPER WITHIN 48 HOURS OF PLACING FINAL TOPSOIL AND SEED.
INFIL TRATIoN/FILTRATION SYSTEMS SHOULD NOT BE EXCAVATED TO FINAL
GRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN FULLY STABILIZED.
THE CONTRACTOR SHALL COMPLETELY REMOVE ALL TEMPORARY EROSION
AND SEDIMENT CONTROL MEASURES UPON ESTABLISHMENT OF TEMPORARY AND FINAL
SITE STABILIZATION.
NOTICE OF TERMINATION
PERMITTEES MUST SUBMIT A NOTICE OF TERMINATION INoT) WITHIN 30
DAYS IF ONE OR MORE OF THE FOLLOWING CONDITIONS HAVE BEEN MET:
1. FINAL STABILIZATION HAS BEEN ACHIEVED ON ALL PORTIONS OF THE SITE
FOR WHICH PERMITTEE IS RESPONSIBLE, INCLUDING THE REMOVAL OF ALL
TEMPORARY MEASURES SUCH AS SILT FENCE.
2. ANOTHER OWNER HAS ASSUMED CONTROL OVER ALL PORTIONS OF THE SITE
THAT HAVE NOT ACHIEVED FINAL STABILIZATION.
3. IN THE CASE OF RESIDENTIAL CONSTRUCTION. TEMPORARY EROSION
PROTECTION AND DOWN GRADIENT PERIMETER CONTROL FOR INDIVIDUAL
LOTS HAS BEEN COMPLETED AND THE RESIDENCE HAS BEEN TRANSFERRED
TO THE HOMEOWNER.
PERMITTEE MUST ENSURE F]NAL STABILIZATION OF THE SITE AND SUBMIT THE
NOTICE OF TERMINATION WITHIN 3D DAYS OF FINAL STABILIZATION.
FINAL STABILIZATION CAN BE ACHIEVED IN THE FOLLOWING WAY:
~~Eo~~~S~8~TC~~T~~~TP~~NTH~L~li~A83~TN60cb~ST~~gT18~PETb~0~~p~88c~~~~T~~~~?~ 1. ALL SOIL DISTURBING ACTIVITIES ARE COMPLETE AND A UNIFORM
~iT~oURZ~LB6w~~~sP~5~+T~~~pW~~EH~6L2~~~~6I?~~6R~~~i~~~ OF THE PORTION OF THE ~~~~~~G~LS~~~~~~T~~~ ~~~~RA~~i~v~o?E~~~~~D?~G;O% OVER THE
1. ANY OTHER PERMITS REQUIRED FOR THE PROJECT.
2. RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING
CONS TRUCT] ON.
3. ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN
IMPLEMENTED. INCLUDING ALL RIGHT-OF-WAY. CONTRACTS. COVENANTS. AND
OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE.
4. ALL REoUIRED CALCULATIONS FOR DES]GN OF THE TEMPORARY AND PERMANENT
STORM WATER MANAGEMENT SYSTEMS.
THE PERMITTEE MUST ROUTINELY INSPECT THE SITE ONCE EVERY 7 DAYS DURING
ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER
THAN Q.5 INCHES IN 24 HOURS.
ALL INSPECTIONS AND MAINTENANCE CONDUCTED DURING CONSTRUCTION MUST BE
RECORDED IN WRITING AND RETAINED WITH THE EROSION CONTROL PLAN.
ENTIRE
- STABILIZATION OF DITCHES AND SWALES.
- REMOVAL OF ALL TEMPORARY SYNTHETIC AND STRUCTURAL BMPS.
- REMOVAL OF SEDIMENTS FROM STORM WATER CONVEYANCES AND
PERMANENT WATER QUALITY BASINS.
FOR RESIDENTIAL DEVELOPMENTS, FINAL STAB]LIZATloN HAS BEEN
ACHIEVED WHEN:
- TEMPORARY EROSION PROTECTION AND DOWN GRADIENT PERIMETER
CONTROL FOR INDIVIDUAL LOTS HAVE BEEN COMPLETED.
- THE RESIDENCE HAS BEEN TRANSFERRED TO THE HOMEOWNER.
THE PERMITTEE MUST DISTRIBUTE THE MPCA "HOMEOWNER FACT
SHEET" TO THE HOMEOWNER.
I CITY PROJECT NO. 05-05
Swppp NOTES I SHEET
15
~
~
g
z~
files
~
i'! ~ ~
g-:>
@ ~ 8
0 ~ il
z ~~
V>
"' ii: ~
~ ~~ ~
~ ~n. ~ ~
~ ~
~
fuz<
m~ n
n
~~~~ . m
~~B~ ~
e:~~~ ~ z ~
~~~~ ( ~ g
~5~~ J\ ~
i'"~w ( w w
~~~j: 0 0
~5t5 > ~ 0
N
i;;~ ( 0 ;:,
~
~ful-i=
l:'~~ffi ~
~~~~
..J
..J
W <(
s:
~ l-
I- e
()
:::::l W fJ)
OJ ., W
en 0 11. Z
w 0:: 0
:E c. Z
~ z >- -
..J 0 I- :E
..J i= U
w
s: () w C
W J: e
<( z I-
W z 0:: e
0:: 0 0 ~
<( () 11.
I- 0:: W
en w 0:::
<( I-
W Z e
J: J:
I-
:::::l fJ)
0
en
g~~
:gU1~
cnz.
~.:.~
~ 8. ~
~ ~ ~
~~
i;i .~
i~
8"
~O
:!:t;
"''''
,;,'"
s~
'"0
."
8n
~~
~~
Ii
lO2
.w
"'""
w
~
~
i
~I~
..~ !
OF 19 SHEETS
LEGEND
-5- SILT FENCE (ORANGE)
-.. DIRECTION OF RUNOFF FLOW
EJ SODDING, TYPE LAWN
W/4" TOPSOIL
NOTE:
1. SILT FENCE DAN AGED BY CONSTRUCTION
SHALL BE REPAIRED AS INCIDENTAL TO
CONSTRUCTION
NOTES:
1. TEMPORARY STOCKPILES WILL BE
PLACED IN UPLAND AREAS.
STOCKPILES WILL NOT BE PLACED
IN SURFACE WATER CONVEYANCE
AREAS
2. STOCKPILES LEFT MORE THAN 24
HOURS WILL HAVE PERIMETER
PROTECTION
K:I0160B-04ICadIWorkingl 160B-erosO 1.dwg
ST. ALBANS BAY ROAD
~.
5270
F~'~~
w
Z
:J
. ~
"'--/
.......~
" ....t ;'" ;~;Y"
J1"\,,:J:c:2:::;< Ij ~ D ~
~:::2p~;/:;';~';>~ ,--,."
t~
'<;::....~..
~
o FT 30
g
~~
~
'"
"
~-
o
i3
z
~
<{
t'
::: ~ '"
~ CL El
~ ~ i
o
~z
a::~
~~
~~
55
~w
[;i~
~?i
~~
~5
:~ ~
2::2 is
e;:1ii ~
~~ -J
~fii ~
~..~ g
-. "
g
..J
..J
~ <
>- I- I-
c::u 0
::) w en
tCl..., W
enou..Z
WC::O
:lE a.. Z
~Z>-
::lQ5:!:
WI-
~~~C
<(ZI-O
WZc::O
c::OO>
<(uu..>
I- c:: W
en W a:::
<(I- 0
wZ
J:- :c
~ en
o
en
g~~
~12~
U).~~
~ ui~
s&~
~ m ~
E ~
g:.;;
<"
m
I~
"z
_0
~g
~t;
.z
~o
~~
~~
"'~
II
'w
I
60
co I~ ~
..~ ~ ~
:s; ~ ~
ell'( PROJECT NO. 05-05
EROSION CONTROL SHEET 16 OF 19 SHEETS
LEGEND
-5- SILT FENCE (ORANGE)
.... DIRECTION OF RUNOFF FLOW
D SODDING, TYPE LAWN
W/4" TOPSOIL
NOTE:
1. SILT FENCE DANAGED BY CONSTRUCTION
SHALL BE REPAIRED AS INCIDENTAL TO
CONSTRUCTION
TEMPORARY STOCKPILES WILL BE
PLACED IN UPLAND AREAS.
STOCKPILES WILL NOT BE PLACED
IN SURFACE WATER CONVEYANCE
AREAS
STOCKPILES LEFT MORE THAN 24
HOURS WILL HAVE PERIMETER
PROTECTION
K:I01608-04ICadIWorkingI1608-eros02.dwg
(..Y ; '.'if,:,
/'/~
I \ .,
"-"-1- \ ~
-'-- '- \-_.._.._.__.:~:>:....._-,-
r: - _ _ _ _'~~~__-
ST. ALBANS BAY ROAD
Cb
20390
!
,?B+"'O /
....----'/
,?B+ 00 _ __________ /
-----;1J ...J.t--JJ I / \
- ~Jt:71jV1 t7t/ C/1ff' J
/ e.,/
/-
r'>
/
5330
~J
1,
~
OFT
3D
I
60
g
~~
~
:>
co
g"?
o
t5
z
~ ~ ~
::: ~ '" ~
~ [l. ~ 0
2 ~ ~
o
fuz
~g
lS~
:i~
o~
~~
~~
,,~
~~
~~~:
V15~~
~tt:gw
~I-~~i::
~~~
cc
~ fij-< tI'l
~~~2
~~~~
~~~~
,..,
,..,
m
w ~
o D
~ ~
o ~
~
~
~
...J
...J
W
~
~I-
::::lu
OJ~
enou..
wO:::o
:!5a..
~z>-
...Jo!::
...J-u
wt;w
~wJ:
<(ZI-
WZo:::
0:::00
<(Uu..
1-0:::
enW
<(I-
wZ
J:
I-
::::l
o
en
<C
I-
o
(/)
w
z
z
:E
c
o
o
~
w
~
o
::I:
(/)
~;~ ~~
:gti5~ ~~
zm ~t;
~~~ ~~
5~ . 8~
~~~ ~~
:::J Q) ~:z
I ~ ~ ~I!
~ ffi
o ~
~~lli II
CI1Y PROJECT NO. 05-05
EROSION CONTROL SHEET 17 OF 19 SHEETS
LEGEND
-5-. SILT FENCE (ORANGE)
-.. DIRECTION OF RUNOFF FLOW
D SODDING, TYPE LAWN
W/4" TOPSOIL
NOTE:
1. SILT FENCE DAN AGED BY CONSTRUCTION
SHALL BE REPAIRED AS INCIDENTAL TO
CONSTRUCTION
NOTES:
1. TEMPORARY STOCKPILES WILL BE
PLACED IN UPLAND AREAS.
STOCKPILES WILL NOT BE PLACED
IN SURFACE WATER CONVEYANCE
AREAS
2. STOCKPILES LEFT MORE THAN 24
HOURS WILL HAVE PERIMETER
PROTECTION
K:\01608-04\Cad\Working\ 1608-8,c:s03.dwg
MANOR ROAD
CAUTION:
POND TO BE
PROTECTED FROM
SEDIMENTATION
\,'! [:
t ";;../
~ol~~JJ': -~v II
- ~-~ I '':r, \
ST ALBA .' -ilh;
BAY ROAD
<,'f
rC"'.
0:'"
-4--
I
20630
..-
20525
-i-
.~
~
o FT
30
g
~~
~
'"
~ ~ ~
8
5
z
"'
<t
z
~
:l ~ '"
~ D.. ~
~ ~
o
~~
gj~
~~
~[;j
2~
&!;
~ffi
~~
iE15
~~
~~
~~
~fu
~g:
~~ ~
-~ ~
I~~ :
z
15 ~
~ :r: g
~ ~ ~
~ ~ 6
~
~ ~
i!:
~
~
...l
...l
W
~
>-1-
O::u
:JW
/Xl...,
enou..
WO::O
:!Ec..
~Z>-
...lO!::
...li=U
WUW
~W::r:
<(ZI-
WZo::
0::00
<(Uu..
1-0::
enw
<(I-
wZ
::r:
I-
:J
o
en
<(
l-
e
en
w
z
z
:!5
c
e
e
s:
w
~
e
:I:
en
~~~ ~~
,~t2 ~ ~::l
U)Z~ ~~
~:~ '78
~8.~ 8~
~m~ ~~
H ~I~
~ "
s ~
: w
"E:Qlgl~
~~I!I
I
60
CITY PROJECT NO. 05-05
EROSION CONTROL SHEET 18 OF 19 SHEETS
SUBURBAN DRIVE
ST ALBANS
BAY ROAD
",
,.C)/'
//
/ /,/ I
;d;; /~/
,
,
,
,
,
,
I'
y~'c "'"\
,'~ '-.'/
l!ffl //
1 I
<r)/,-'/
.j/~
~_./ ,~
w
z
15 :J
.....:]:
u
r-
.. ,'., .......:i
LEGEND
-S-SILT FENCE (ORANGE)
........ DIRECTION OF RUNOFF FLOW
D SODDING, TYPE LAWN
W/4" TOPSOIL
ST ALBANS
BA Y ROAD
L'!i
(T\
CAUTION~.'" /
POND TO I?t
PROTECTED ~ROM
SEDIMENTA TION
5125
f
NOTE:
1. SILT FENCE DAN AGED BY CONSTRUCTION
SHAll RF RFPAIRFO AS IN(;lflFNTAI TO
NOTES:
1. TEMPORARY STOCKPILES WILL BE
PLACED IN UPLAND AREAS.
STOCKPILES WILL NOT BE PLACED
IN SURFACE WATER CONVEYANCE
AREAS
2. STOCKPILES LEFT MORE THAN 24
HOURS WILL HAVE PERIMETER
PROTECTION
20+00
:'>- I
......-....-rJp:::
C;l\.S
o
5075
5055
5045
€l
~ 'A;.
~
OFT
K:\0160B-04\Cad\Working\ 1 !:.03-eros04.dwg
3D
I
60
CI1Y PROJECT NO. 05-05
EROSION CONTROL SHEET 19 r
g
~~
~
o
w
~
o
z
'"
"
" ..,
" 0
s"? ~
~
IE ~
:1 ~ ~ ~
gD.. ~ ~
~ ~
~
o
fuz
a::~
~~
~~
i5~
~~
~
v>,
~i
~:s ~
~~ i;
/;olD
~~ ~
fi)ffi t-
~~ ~
-. -
~~~ ~
:::E z'..
~ g g
~ ~
oJ w
o 0
~ ~
~
..J
..J
W
3:
>-
0::
:J
OJ
CI)
W
:iE
~
..J
..J
W
3:
<(ZI-
WZo::
0::00
<(Uu.
1-0::
Cl)W
<(I-
wZ
:r:-
I-
:J
o
CI)
<(
I-
o
en
w
z
z
:a:
c
o
o
~
w
c:::
o
J:
en
I-
U
W
..,
Ou.
0::0
c..
Z>-
O!:::
j::U
uw
w:r:
~~~ ~
~~~ ~
ooZ III ~
~~-~ ~
al&~ !
~ lB ~ ~
IS E ~
~ ~ I
u
~~lli I