Albertville Townhomes Westwind 3rd Addn (40) BIG PLANS!;
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-- C
All hydrant lead and i e Dints NOTES: Core blue bolts required for all
y pipe j mechanical fittings.
Hydrant marker with flex spring shall be restrained with tie , DROP LID Anti -corrosive coating regwired on all
Hydra/Finder (candy cane) rods and epoxy coated megalugs. wArR Tyler No. 6860 bolts and tie rod assemblies.
deliver _
61 rde H 1 3 e0 Provide 2No.
P,hydrant
Mueller
(O w retain
ra around all ate
Provide o1 0
P Wa Brous P Y`"
extra to Chaska Utilities.) Hydrant shall be t Bibby -Ste -Croix No: B-5160
Pacer WB-67-250 with 16" ,
7.5. Minimum cover required
. q
traffic break off section, .
over top of water main.
and epoxy coated boot .
v Iv withepoxy ox .
Restrain tee and a e p Y
. I e for 8.0' 1. thrust
Hydrant shall b coated megalug (or equal) t ust
. bury. Watermain shall Grade restraints. -
. G .
. have 7 -6 of cover. - .
Provide a vented cap on "
Ad'ust to to 1 2 below
.'one 2 1/2 nozzl
e. TOP J P /
Tyler No. 6860 26" grade. Box to be set to
. o Y
- 0361 26" provide 12" of adjustment.
n blue bolts required for all Mueller No. H 1
Core
q
. - - 02 27,.
Iti r ix No. VB5
fittings. Bibb Ste C o
� mechanical f g y
. Anti -corrosive coating required on Tyler No. 6860 .
a g q Y
all bolts and tie rod assemblies. Mueller No. H-10357
For Valve Box installation Bibby -Ste -Croix B-5001
See Detail Plate No. WAT-1. Gate valve box, screw type,
EXTENSION 3 piece, 5 1 4" shaft, size .
. Tyler No. 58 14"� G box, 7'-6 extended,
. Restrain hydrant,volve,and No. 59 18 #6 round base
thrust 24"
. tee with megolug No. 60
Grade
G r
L
restraint (or equal) Mueller No. 58 14„ Provide valve stem risers
,� / \/ // �/\ No. 59 20 to within 1 foot of the surface.
��/ /� .� Provide Pol wrap Bibby -Ste -Croix y Y Should the distance from
. around all watermain VB520 No. 57 9" the top nut of the valve to
(General Requirements) VB521 No. 58 14" the surface be greater than 8'.
. and up the hydrant VB522 No. 59 . 20
3' barrel to the break off VB523 No. 60 26" valve flange. steel
with protective 1/4"
coating, 1 2" rubber
" 9 /
6 lead Resilient wedge valve
between
conforming to AWWA
BOTTOM gasket installed
. _ _ Tyler No. 6860 65" the gate valve and
C 509 80 standards.
•1. - adapter.
1 valve .
Mueller
r No. H 1036 65 ate
• M 9
Bibb -Ste-Croix No. VB516 . 60"
MEGA UGS MEGALUGS Y
Resiliant Wedge Valve
i AWWA
Confor
ming n to
r
3 9
::�Mo
C-509-80 standards
. ' • _-.MEGALUGS
MEGALUGS
BASE
. .r ::yr
---. ' e 1. •.,. .. ...•!• ' S -
�:
. 8" Conc. block
71
".
. I
bloc k
1 t neous rock o nl
:' 8" -Conc.
of 1 2 u. Yd.
/ 9 Y
Minimum of 1' above weep holes. Cover with .2 layers of polyethylene. .
` A �{/�/E AND .�,y.���,/..'RANT, GATE VALVE AND BOX
INSTALLATION DETAIL . INSTALLATION DETAIL
. . I I � .
. .
I . . I
. I
. . .
2»x8" keyway EXISTING CURB
. . cast into wall .
. ,. \ .
II
.!.
. I . 71.I
I .!I
OVERFLOW IS Xi OF
#I 'T4 I/\ I . I.
by supplier THE CURB BOX HE
Baffle wall A PL PL
. constructed 2.5' 2.5' VARIABLE VARIABLE 0 .
in field by Elev.=9�6 1.8 So.-�}�--�I 12' g, 1, G ROPO I
contractor Elev. �8.8 No. ' I 5 1' g\\ Z0�
Prefere 19 O 00
Baffle wall xx" hole in OO OO 0
baffle wall 00 00 00 00 O PLAN
Elev.=9.' '9.4 So. O O 00 0Q 0 >s, .
Elev.=97.5 No.
Skimmer dditional #4'S 00 000�00�0 M/�����i . WIMCO ROAD DRAIN CG-23 HIGH FLOW .
. opening x 4 -0 long p0 00 00 0 4�. INLET PROTECTION CURB AND GUTTER MODEL
See STO-17 #4 C� 12" 4° Concrete 2"-2350i Type LVWE45030B. OO O0 O0 OO NGTy OR CITY APPROVED EQUAL. DEFLECTOR PLATE
For grate A horizontal 4" Sand or 6 Class :5. Buse „ O O 00 QO O.
ROCK-6 MINIMUM DEPTH . ' 00 00 00 O .
design see Elev.=95�6.4 So. Class 5-100% crushed
STO-17 Hole for Elev.=9`zi4.5 No. Com acted Subgrade WOODCHIPS-18" MINIMUM DEPTH 0 00 00 00 O OVERFLOW IS X OF
xx" RCP #4 0 12" P 9 0 , 00 , 00
O 00 00 O0 00 O THE CURB BOX. HEIGHT
SKIMMER vertical NEIGHBORHOOD SIDEWALK COMIJIUNITY ROADWAY TRAIL 0 00 O� O� OVERFLOW AT TOP
GRATE SECTIO -A 00 0O 0 FLTER ASSEMBLY
CONCRETE BAFFLE WALL URBAN SECTION 2"-3" WASHED 00
ROCK OR 0\OZ'
When feasible, set invert WOODCHIPS PER CURB
for outlet pipe below SPECIFICATIONS 2O, M\N\�'VM
6" Diameter hole NWL' to improve pipe .
in baffle wall. I cover and minimize Protective Railing
Elev.=961.8 So. 1' slope around skimmer. 2' 8' 2' On Steep Slopes 18" MINIMUM CUT OFF BERM TO ..-
Elev.=958.8 No. NOTE: MINIMIZE RUNOFF FROM SITE ' "'
' 8' 2' .
When baffle wall height I
. is greater than 3' above I.
NWL the following shall .
be required: Drainage1.NWL 1. Steps Swale 6:1 .
Elev.=959.4 So. 1, 2: 6' Diameter MH 6:1 �L
. Elev.=957.5 No. _ I. FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION
. THROUGH ROCK. FILTER FABRIC IS NOT .REQUIRED UNDER WOODCHIPS. AS FILTER
5' X 1.5' Hole for 12" Dia. ASSEMBLY
outlet pipe 2. 80% OF WOODCHIPS USED FOR CONSTRUCTION ENTRANCES MUST BE BETWEEN
min_ opening 2"-2350 I' a LVWE45030 2 INCHES AND 5 INCHES. NO CHIPPED -UP MANUFACTURED WOOD AND/OR
. see STO-17 6 Min. 2"-2350 Type LVWE45030B. GYP .
. 1' " CHEMICALLY TREATED WOOD IS ALLOWED. -
8 CY Class 6" Class 5 Bose 6" Class 5� Base 3. ENTRANCE MUST BE MAINTAINED REGULARLY TO PREVENT SEDIMENTATION; tON
8 Min. slab PUBLIC ROADWAYS. FUGITIVE ROCK OR WOODCHIPS WILL BE REMOVED FROM HIGH FLOW FABRIC ' .
3 Riprap 6" thickness Compacted Subgrade Compacted] 'Subgraoe .
ADJACENT ROADWAYS DAILY OR MORE FREQUENTLY AS NECESSARY.
. 5' Dilb.
mamhole.
COMMUNITY GREENWAY TRAIL .CO
MM1UNITY GREENWAY TRAIL .
II
6" aggregate backfill `SIDE SLOPE LOCATION .
(MnDOT Spec. 3149H Mod.}
. TYPICAL PLACEMENT ANDS SECTIONS FOR ROCK CONSTRUCTION ENTRANCE DETAIL INLET PROTECTION -CATCH BASIN INSERT
. . SKIMMER STRLIXTURE WITH WALKS AND TRAILS DETAIL AFTER CURB CONSTRUCTION DETAIL
CONCRETE BAFFIIjE WALL DETAIL .
. NOTES:
1. Shape of back of buttress
Measurementt for Pa ment may very as long. as poure
. against firm undisturbed
STEEL FENCE POST (T-POST), A Contractiton Joint earth.
. MINIMUM 5' LOING, ATTACH FABRIC TO POSTS Lockable Metal Enclosure Full Flow Ball VaMe 2. Dimension .[ugh t 3 should
WITH MINIMUM 3 ZIP TIES 12" B be largge enou h to make
6' MAXIMUM SPACING. 7�11 with Concrete Base g -fl q g 9
. (50 LB. TENSILE) PER POST an le equal to or larger
IN TOP 8" OF FABRIC.. , Winter .Blowout _Lin than 45'.
, Reduced Pressure Zone 3. Dimension A1,A2,A3 should
. Backflow Proventer (RPZ) be as large as possible
MONOFILAMENT GEOTEXTILE A B Intergral Cast incl. full fIdAW ball valves without interfering with
FABRIC PER MNDOT 3886-1 Expansion Joint Variable MJ bolts.
Metelt
4n-AR' M" m
BUTTRESS DIMENSIONS
PIPE
SIZE
22 1/2BEND
45' BEND
90' BE
B1
D1
B2
D2.
B3
D3
6"
1 -5 "
1 -5 "
1 -5'
1'-5"
2'-1 "
1 -6 "
8"
1'-5"
1'-5"
2'-1"
1'-6"
2'-8"
2'-0"
12"
1'-1O"
1'-10"
3'-4"
2'-0"
4'-9"
2'-6"
. 16"
3'-O"
2'-O"
3'-1O"
3'-0"
6'-2"
3'-6"
20"
3'-6"
2'-8"
5'-6'
3'-4"
8'-4"
4'-O"
24"
4'-4"
3'-0"
6'-10"
3'-10'
9'-8I
5'-0"
30"
-
-
g'-3"
6'-O"
17'-0'
6'-0"
(MACHINE SLICED). - lnimu - .
see Plan
i 5. Provide polyethylene wrap ¢ WAItKMAIN
OBSTRUCTION SEE PLAN FOR SIZE
around all watermain. 45' BEND
. POST NOTCHES Variable 6. All bends and fittings shall be restrained with both . to MECH. COMPACTED
TO FACE AWAY MACHINE SLICE
FROM FABRIC:. 8"-12" DEPTH (PLUS 6° FLAP) 3, see Plan epoxy coated mega -lugs and thrust blocking: 6„ GRANULAR EjACKFILt
. TRENCH MUST BE COMPACTED BY Variable 12" 117L" from e -See note 4 4"
LIGHT EQUIPMENT PRIOR TO Main -a - See note 4 .
PLACEMENT OF STEEL POSTS. : , Brass Pipe IPerferred 4"
SECTION A-q
A e •` - 11d • .. • A io mi of no m ii HIGH DENSITY
01 ' THRU B618 C&Q C �-concrete '' A
OW . o a:'. n . :� v '. .:.' End Mi iu cements .." • : _ •: . , 2'-O'MIN.
OF SURFACE �- Curb &Gutter Ci R tq . RIGID INSULATION
DIRECTION v
a F., E RAIN BENDS
. . . I. • w Provide Sleeves • y. • Q ..Q A y :' •' a VWITH MEGALUGS
• N if, Pipes P'�ss � - .. .
.• .
Through Concrete Slab E Q�R EQUAL
..., •, . • • .. . 12" . 12„ N A 45' BEND. RESTRAIN BENDS
. ____J/_ • . . • .. •, • . 24 MINIMUM u'i TIE RODS
WITH MEGALUGS .
•. _ OR EQUAL
• • ' • • • • - . . • POST EMBEDMENT SECTION B-B PLAN
. .
•. a • • • . • • . ` 46' BEydDS
.. .. , 3 4" er ft THRU ° PLAN �� 1. USE EPDXY COATED MEGALUG THRUST RESTRAINTS AND COATED TIE RODS ON
• a ALL .JOINTS AND FITTINGS. CORE BLUE BOLTS REQUIRED ON ALL MECHANICAL
.. .• . .. • . No. 4 Rebar, .: • ,. , .. , ., : •a. CONCRETE GLlT"iER
.. . .. • . . a • ♦ . ; . Place Full Size .2 e . - See note 4 JOINTS.
.. Typical �. • . ,% • r` Water Main - variable 3' Min
, - . �r , . ., a by tY °. 2. RESTRAIN A MINIMUM OF TWO PIPE JOINTS (40 LF)
Tee Witting 1- - LEFT AND RIGHT OF THE LOWERING.
CONCRETE SHALL BE . o
-'t A 3. SEE PLATE NO. GEN-11 TO DETERMINE THE WIDTH OF THE INSULATING
' NOteS:. IN CONTACT WITH - . • 9 . BOARD REQUIRED
NOTE:; 1. City Water Service &Plumbing Permits THIS QUADRANTo A
:: } C1 C2.E :. -. -. .
4. SEE' PLATE NO. WAT-4 TO DETERMINE THE REQUIRED CONCRETE THRUST
THE MONCHINE SLICED METHOD (THIS DETAIL) IS THE STANDARD SILT B" Min. Aggregate Base Required for work by private contractors. OF PIPE .e BLOCKING.
FENCE (INSTALLATION METHOD. HEAVY-DUTY (ERO-IB) OR 2. Annual Testing of RPZ Required
STANDYARD (ERO-IC) SILT FENCE INSTALLATION METHODS SHOULD 3. Required Equipment must be ."" " '¢ 5. ANTI CORROSIVE COATING REQUIRED ON ALL BOLT AND RESTRAINT ASSEMBLIES
ONLY BE USED WHEN APPROVED OR DIRECTED BY THE CITY. Enclosed and Supported. BEDDING MATERIAL
4. Enclosure must be approved by City Water Dept. UNDISTuizsED iAierfi AND WELDS.
. Enclosure must be locked with a heavy duty padlock. (Siupplied by City) coNCRErE
5. Sleeves for pipes in concrete slabs SECr10N " PLAIN 22 1/Z BOW 6. INSTALL POLYETHELENE FILM WRAP AROUND ALL PIPE INCLUDED IN THE
STANDARD DETAILS Shall be 4" diameter PVC or similar.
1.
COMMERCU r DRIVEWAY DETAIL IRRIGATION SERVICE DETAIL CONCRETE THRUST BLOCKING DETAIL . . WATERMAIN LOWERING
MACHINE SUCEDEDETAlLL WrrH INSULATION DETAIL
Project Name:
. I Alberti ille
Wnho
ales
To . .
. . I
I . 1inn ota
Albertville, M es
Owner/Developer Narme: I
• Management ement
Dominlum g
Servicegl, Inc.
. ■
2355 Polairs Lame, Suite 100
Minneapolis, Minnesota 55447
David Dye i7683
-354-5500
Professo a i n I Services: '� V . .
® 'I
. . Associ
I .
Planning I- CivilEngineerFjng - Land Surveying ,
Landscape Architecture - Environmental
. ■'1
7200 Hemlock Lame - Suite 300
Minneapolis, Minrnesota 55369
Telephone: (7693)424-5505
Fax: (763)4124-5822
www. Lo u cksAs�oc iates.com
c@2004
CADD Qualification:
CARD files prepared by the (1eonsultantfor this project .
are Instruments of the Consuliltant professional services
for use solely with respect to Hilts project. These CADD files
shall not be used on other, projects, for additions to this project,
or for completion of this project bygpthers withoutwritten approval
by the Consultant. With the Ca?)sultanfs approval, others
may be permitted to obtain dies of the CADD drawing
files for information and reference o'imay. All Intentional or unintentional
revisions, additions, or deletions toxRhese CADD files shall be made
at the full risk of that party makirigt�9 such revisions, additions or
deletions and that partysttall holLd. harmless and indemnify the
Consultant from any & all respongibitities,.claims, and liabilities.
. 07-127
Submittal:
2-1,4-08 City Submittal
Professional Si natures:
I hereby certify that this planjsspecificstion or report was
prepared by me or under myldiirect supervision and that
I am a duly Licensed Professl6mal Engineer under the laws
of the state of r Minnesota.
01
r) n r
25126
e Date
ua I ity Control:
AMB WRP
Project Lead: [Drawn by
RLL
Checked ey: [Review Date:
Sheet Index:
C1-0 Cover Sheet .
C1-1 Existing ConditionssFRIan
C1-2 Removal Plan
C2-1 Site Plan
0-1 Grading and Drainage Plan .
0-2 Storm WaterPollutiion Prevention Plan
C4-1 Utility Plan
C8-1 Project Details
C8-2 Project Details -
L1-1 Landscape Plan
1-1
Sheet Title: . . . I ,� \
Project Details ,
Project No.:
. 07-127
Sheet No.:
C811111111112