2006_12-21_KAWELL/BOWMAN_PUD
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WETLANDS DELINEATED BY:
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DEVELOPER
MARK KAWELL
5748 MOHONEY AVE. MiNNETONKA, MN 55345
(952) 942-9982
FEE OWNER
RICHARO BOWMAN
20025 MANOR RD, SHOREWOOD, MN 55331
CIVIL ENGINEER
TERRA ENGINEERING, INC.
PETER KNAEBLE, PT.
MATT PAVEK, P.E.
(763) 593-9325
SURVEYOR
DEMARS-GABRiEL LAND SURVEYORS
DA VE CROCK, RLS
(763) 559-0908
WETLAND CONSULTANT
SVOBODA ECOLOGICAL RESCURCES
FRANK SVOBODA
(952) 471-1100
SHEET INDEX
SHEET
DESCRIPTION
SITE PLAN
EXISTING CONDITIONS PLAN
GRADiNG, DRAINAGE & EROSiON
CONTROL PLAN
UTILITY PLAN & PROFILE
GENERAL
GRAD'NG &
SANiTARY SEWER DETAILS
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GRADING NOTES'
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\
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LOT 1
'~X. SML
I SERVICE FOR
I LOT 1 (TO
IREMAIN)
I
.J
POSS. HOUSE LOCo & ELEV.'
(~NOAMLE L~. 8~ fl~EEV'S~~IN8Kujg~R. ~
O~Er-S(.-
~.~
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PRO~. PUBLIC 8" DIP
'MJ (OPEN CUT) 10'
FRO,,"\ BI1UMINOUS
PROP. PUBLIC 8" DIP
W'M (OPEN CUT) 10'
FROM BITUMINOUS _
RETAJNING WAll "A'!'"& FENCE
(FINAL DESIGN BY O'THERS)
5' fROM BIT TO FACE-OF WALL
':: CD
-.
-'
"-.,.
I
1.5" WATER SERVo (LOT 1~
FINAL LOCo BY LOT 1 OWNEl J
----- E'f.. ORI'/€.
20' Br~_-?R~~ ~ "
fJ~O ~~~~~CNNO
10 RE.l.\A\\'\
__?~po __
SAN. SERVo TO HOUSE BY HOME BUILDER
MIN. 2.0~ CLEANOUTS AT 100'
rFYNAtTl~g~~ fJ:~? 8<YVf:~~~~~) BUILDER)
NEW 12' DRIVE FOR lOT 2
(FINAL LOC.& ELEV, BY BUILDER)
WIDEN EXISTING 12' BlT. TO 15'
BIT. ONLY 'NITHIN DEEPHAvt':N
CITY LIMITS (FIRE ACCESS RD.)
WE NWI
TAL 4.0 AC.)
NWL. 96800
EOF 971I TO SE
ULT EOF 975" TO SW
MCWD MIN. WL BUFFER 25'
4-- SAN. SERVo
TO LOT 3 MIN. 2.0%
",~
_J
1:fQIT.;
NO OVERNIGHT STREET
CLOSURES ARE ALLO\\1:D ON
MANOR ROAD.
CONTRACTOR SHALL REPLACE
ALL STREET SIGNES AND
MAILBOXES PER ORIGINAL
LOCA 1l0NS. CONTRACTOR TO
PROVlDE TEMPORARY SICNAGE
AND MAILBOXES AS NEEDED.
CONTRACTOR SHALL PROVlDE
TRAFflC CONTROL PLAN THAT
SHALL BE REVlEWED AND
APPROVEO BY CITY ENGINEER
F'RlOR TO CONSTRUCTION.
"-
CONTRAC~ SHALL OBTAIN
"STREET EXtAVA1l0N" PERMIT
~~g~IR~6Y/OF SHORE WOOD IF
PROf'. 20' BIT. PRIVA TE DRIYC:
20' 8-8 BlT. W/6M BIT. CURBS.
SAN & WATER SERVICE TO LOT :3
MAYBE DIR. BORED.
. ./' WETLANO
\' ... LIMIT
MIN. 8.0' COVER OVER
SAN. & WATER SERVo
~i5- C~~~E~T~~RV. (LOT 3)
4- SAN. SERVo (LOT J)
STUB END INV. 973.0
\VlTH ClEANOUT
,,~
LOT 3
'.
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/
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--.....
950,
LEGEND:
./' B-5
DENOTES SOIL BORING
OENOTES SILT FENCE/GRADING LIMIT
DENOTES EXISTING CONTOURS
DENOTES PROPOSED CONTOURS
OENOTES STORM SEWER
DENOTES SANITARY SEWER
OENOTES WA TERMAIN
DENOTES EXISTING SPOT ELEVATION
OENOTES PROPOSED SPOT ELEVATION
DENOTES EMERGENCY OVERFLOW ELEVATION
-1056-
->>->>-
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UTILITY NOTES:
I. SEE PLAN FOR WATERMAIN TYPES ANO SIZES.
2. SEE PLAN FOR SANITARY SEWER MAIN TYPES ANO SIZES.
3 SEE PLAN FOR SANITARY SEWER SERVICE PIPE TYPES AND SIZES.
.1 ALL SANITARY SERViCE STUBS SHALL BE iJ.- PER FOOT (2%).
5 SEE PLAN FOR WATER SERVICE TYPES ANO SIZES.
6. NO OVERNIGH T STREET CLOSURES ARE ALLOWED ON MANO.R RO,\D
7 CONTRACTOR SHALL REPLACE ALL STREET SIGNES AND MAILBOXES
PER ORIGINAL LOCATIONS. CONTRACTOR TO PROVIDE TEMPORARY
SIGNAGE AND MAILBOXES AS NEEDED.
8. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN TriA T SHALL
BE REVIEWED AND APPROVED BY CITY ENGINEER PRIO.R TO
CONSTRUCTION
9. CONTRACTOR SHALL OBTAiN "STREET EXCAVATION" PERMiT FROM
CITY OF SHOREWOOD IF REOUIRED
''''.,.
.....,~
-
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DRIVE
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960
950
DATC
12/21/06
940
PROJ[CT NO.
06-115
-'>11[[T NO.
4
SUPPORT POST ANCHORAGE
IN-SITU SOIL
:;
"
A.'~Oo_lol~"":"IoI''''''''05
W'::J B lolWt~pd~::,=
.~~c. rU7U",'''-1100
~ ~V'V::::x-~
r 2" x 2" WOOD STAKE
4' ON CENTER
rENGINEERING FABRIC AS
/ mmo {OO~C"
FABRIC ANCHORAGE TRENCH
BACKFILL TRENCH WITH
TAMPED NATURAL SOIL
~
City of Shorewood
Standard Detail
SILT FENCE
Detail No.
ERO-002
Be
EDGE OF BiT.
CENITRLlNE
I
Be
10' EDGE '{ BIT.
10'
{998
27-
--------=
100.00
L....-
2" - 2331. TYPE 31B
BiTUMINOUS BASE COURSE
8" CLASS 5 AGGREGATE BASE
COMPACTED STRUCTURAL BACKFILL /
SUBGRADE
PAVEMENT SECTION PER SOIL REPORT
CD 6" TOPSOI L
ill 6" BIT. CURB
Terra
.....1l..""'I,koe.
8t1t.
OR OTHER UNSUITABLE
SHALL BE REMOVED FROM
THE ROADWAY.
STANDARD DETAIL
STREET wi CONCRETE CURB & GUTTER
1001
1/1/2005
1/2'" ",I
E
6~ I Distance to ~ variable
I 3",
"'~ ,/2.r . Top Bituminous Mcterial
1,.. slope I _
,~ 3/4~ r.r ft
J
}..
N
:::-
MnDOT B61 B
Concrete Curb and Gutter
a. la~
Top Bituminous Mot~rial
MnDOT B612
Concrete Curb and Cutter
NOTE:
For use with Private Drivel'foys,
Parking Lots, or Medians.
r Top Bituminous Material
S'
SURMOUNTABLE
Concrete Curb and Gutter
Bituminous Curb
6" Shoe Formed
ii
, , k41~O (hon Iolemorlol Hlq~*~
w~B W",n.cpd:"lolrrlt~~l
..~.. ;A;J, ~~';:.~
~W"~~
City of Shorewood
TYPICAL CONCRETE
CURB AND GUTTER
Standard Detail
Detail No.
RDW-005
SITE GRADING NOTES
PROPOSED CONTOURS ARE TO FINISHED GRADE. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER
GRADE UNLESS OTHERY,1SE NOTED.
THE CONTRACTOR 15 SPECIFlCALL Y CAuTIONED
UTILITIES AS SHOWN ON THESE PLANS IS BASED
WHERE POSSIBLE MEASUREMENTS Tt\KEN iN THE
EXACT OR Cm.APLETE.
THE CONTRACTOR MUST CONTACT ALL APPRQPRIA IT UnllTY COMPANIES LEAST 48 HOURS BEFORE N~Y
EXCAVATION TO REOUEST EXACT FIELD LOCATION OF UTILITiES. IT SHALL THE RESPONSiBILITY OF T'riE
CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES W1-jICH CONFliCT '1.HH PROPOSED IMPROVEMENTS
SHOWN ON THE PLANS. iHE CONTRACTOR SHALL V'ERIFY LOCATIONS OF EX:STING UTILITIES 8Y CONTACTING
GOPHER STATE ONE CALL (800-252-1166) PRIOR TO ANY EXCAVATIONS.
THE CONTRACTOR SHALL NOT START WORK UNTIL ALL NECESSARY PERMITS HAVE BEEN OBTAiNED. THE
CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO THE REQUIREMENTS OF THESE PERMITS.
lliE CONTRACTOR SHALL TAKE ALL PRECAUTlONS NECESSARY TO AVO:D
PROPERTIES DURING THE CON$TRUCTlON PHASES OF THIS PROJECT.
SOLELY RESPONSIBLE FOR ANY DAMAGES TO ADJACENT PROPERTIES
CONSTRUCTION PHASES OF THIS PROJECT.
THE TO
PERFORMANCE IS NOT INTENDED TO INCLUDE REV1EW OF THE ADEQU,ll"CY OF THE CONTRACTOR'S SAFETY
MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE
THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE DEVELOPER'S CITy'S OR LOCAL
GOVERNING UNIT'S SPECIFICATION, WHICH EVER IS "THE CONSTRUCTlON SHALL
ALSO COMPLY W1TH THE REQUIREMENTS OF mE
THE CONTRACTOR SHALL COMPLETE THE SITE GRADiNG CONSTRUCTION IN ACCORDANCE ,'.1TH THE
REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTlNG SHALL 8E COMPLETED 8Y THE
OWNER'S SOILS ENGiNEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATiNG ALL REQUIRED
SOIL TESTS AND INSPECTIONS IMTH THE SOILS ENGINEER. ALL SOILS CERTiFICATIONS SHALL BE PROV1DED
TO THE OVINER AND ENGINEER DURING AND UPON COMPLETION OF TI1E PROJECT.
PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL VIlLL BE ON THE
SUBGRAOE. THE CONTRACTOR SHALL PROVlDE A LOADED TANDEM AXLE TRUCK A GROSS OF
25 TONS. THE CITY AND DEVELOPER'S SOILS ENGINEER SHALL BE DURiNG THE TEST ROL,--.
TEST ROLLING SHALL BE AT THE DIRECTiON OF THE SOILS ENGINEER SHALL BE COMPLETED IN
AS DIRECTED BY TI1E SOILS ENGINEER. lliE SOILS ENGiNEER SHALL DETERMINE WHiCH SECTIONS OF
STREET AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN
ACCORDANCE VI1TH TI-iE REQUIREMENTS OF THE SOILS ENGINEER.
NO TREES OR SHRUBS ARE TO LJ[ RE~~OVED y,HHouT THE PRIOR APPROVAL OF THE OWNER
SALVAGED MATERIALS TO BEcm.i[ PROPERTY OF HJE O\'/!'iER.
ALL SLOPES ARE TO BE GRADEl) TO .3: 1 OR FLA TIER, IJNLESS O1HER',';1SE SPECIFiED ON THE~)E FJLA}i;,
PLAN (SWPPP) REQUIREMENTS:
WiTH WHAT is REPRESENTED IN THIS SET
THE INTENDED SEOUENCING or MAJOR CONSTRUCTION ACTlVlT1ES ARE TYPICALLY AS FOLLO\VS:
1 INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE
2. iNSTALLATION OF SILT FENCE AROUND SITE
3. CLEAR AND GRUB FOR SEDiMENT BASIN / POND INSTALL
4. CONSTRUCT SEDIMENT 8AS:N / POND
5. CLEAR AND GRUB REMAINDER OF SiTE
6, STRIP AND STOCKPILE TOPSO:!.
7. ROUGH GRADING OF SITE
8. STABILIZE DENUDED AREAS AND STOCKPILES
9. INSTALL SANITARY SEwt:R, WATERMAIN STORM SEVIER AND SERVlCES
10. INSTALL SILT FENCE /INLET PROTECTION AROUND CB'S
11. INSTALL STREET SECTlON
12. INSTALL CURB AND GUTTER
13. BITUMINOUS ON STREETS
14 FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH
15. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND
16. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND TE SITE IS STABILIZED, REMOVE
SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL
THE CONTRACTOR .AND ALL SUBCONTRACTORS INVOLVED 'MTH A CONSTRUCTION ACTIVITY
THAT DISTURBS SITE SOIL OR WHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED iN
THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MUST COMPLY WITH THE
REQUIREMENTS OF THE NATlONAL POLLUTION DISCHARGE ELlMINATlON SYSTEM (NPDES)
GENERAL PERMIT (DATED AUCUST I, 2003 # MNR1QOOOl PAGES 1-26) AND ANY LOCAL
GOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTATlON
CONTROL.
THE CONTRACTOR IS RESPONSIBLE FOR KEEPING A COPY OF THIS SWPPP
AND SPECS) ON SITE AT ALL TIMES OF CONSTRUCTION AS WELL AS
PERMITS AND INSPECTION REPORTS.
fROSION PREVFN1l0N AND SFDIMENTA1l0N CONTROL'
THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTRDLUNG ALL EROSION
AND SEDIMENTATION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS
NECESSARY TO CONTROL EROSION AND SEDIMENTATION INCLUDING BUT NOT l!!I,IITED TO THE
FOLLO'MNG BEST MANAGEMENT PRACTICES (BMP'S): ROCK CHECK DAMS, ROCK ENTRANCES
AND/OR SILT fENCES SHOWN ON THE GRfiQING AND EROSION CONTROL PLAN. EROSION
CONTROL s'YALL COMMENCE \'.1TH SlIT: GRADING AND CONTINUE THROUGHOUT THE PROJECT
UNTIL ACCEPTANCE OF mE WORK BY THE OWNER. THE CONTRACTORS RESPONSiBIUTY
INCLUDES ALL DESIGN AND iMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE
DEPOSITING OF SiLT. THE OV.'NER MAY. AT HIS/HER opnON, DiRECT THE CONTRACTOR IN
HIS/HER METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY
DEPOSITING OF SiLT OR MUD ON NEW OR EXISTlNG PAVEMENT OR iN EX!STlNG STORM SE'NERS
OR SWALES SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS CLEANED TO THE
SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. SiLT FENCES
SHALL BE REMOVED BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED.
I,
I
]
SEEDED AND MULCHED IMMEDIA TEL Y
AREA. SEEDiNG AND MULCHING SHALL
ENTIRE SITE.
THE LOCATION OF AREAS NOT TO BE DiSTURBED MUST BE IDENTIFIED "'HH FLAGS. STAKES.
SIGNS, SILT FENCE ETC. 8EFORE CONSTRuCTION BEGINS
CONSTRUCTION ACTIVITY - EROSION PREVENTION PRACnCES
T'fPF 0" <:;LOP"
MAX TiME UNSEEDED WITHOUT
ACTlVEI Y BEING WORKED
7 DAYS
14 D/,Y5
21 DA YS
STEEPER mAN 3: 1
10: 1 TO
FLA HER 10: 1
ON SLOPES J: 1
SLOPE LENGTHS
M:N:~~~ZE R'L..S I,NO/OR GiJl..UES.
ALL STORM DRAINS AND iNLETS MUST BE PROTECTED UNfiL AU SOURCES OF POTENTiAL
DISCHARGE ARE STABILIZED
ARE
AND
TO BE
DEWATERING AND BASIN DRA!NiNG.
A m
BE THEA TED WITH THE APPROPRIATE BMP'S SUCH THAT THE DISCHARGE DOES NOT
ADVERSELY AFFECT THE RECDVING WA iER, DOWNSTREM.A lANDO'....N(RS OR WETLANDS, THE
CONTRACTOR MUST ENSURE THAT DISCHARGE POINTS ARE ADEQUATELY PROTECTED FROM
EROSION AND SCOUR. THE DISCHARGE MUST BE DISPERSED OVER NA ruRAL ROCK RIPRAP,
SAND BAGS, PLASTIC SHEATrl!NG OR OTHER ACCEPTED ENERGY QiSSIPATlON MEASURES.
ADEOUA TE SEDiMENTATION CONTROL MEASURES ARE RECUIRED FOR DISCHARGE WATER THA T
CONTAINS SUSPENDED SOUDS
E:l.ti.6LS-IM.l1LlZ6.llQ.ti
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DATE:
12/21/06
pj;'O.J[CT NO.
06-115
Sf.[[T NO.
5
~fWr~~tiOlJ ~~~I~ A~Y 1 ~t~E~Q
NF -164200498
~:PR rNOl~5ft}5g PICK HOLE
TYPE ~8~ RECESSED POCKETS
~
'''~ COO,"", C"" "-"" -~
II
21'"
'k~'
~ \Tr
1['
'^'
~.".
I
I
;1
Ii
~ ~\':'>O 0-, W....O<'ioIs...~I1'!U
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~~~'.~~
City of Shorewood
STANDARD rRAV[ &. COVER
rOR IJANHOLE
oc..1l1crc~1l0Y(R
~D~=-~S sur
Cl.l.5S '13" aEroN!;;
~~Rf Oi<fCttO BY
n<r V.C:~[Vl
Pu.a: ~EARt Y flQRIZQNTJ.l n:R lC1r
eASE).lS'HS AAO SliAJ..lQW st\llUl "S
DI1lECrroBTTt!E(HGiHUR
TYPICAl serv.cr tHJ!f: cmUl
O'o'EH TO" ~ sr-oCR IS 12' O'l U::SS
OP ~ Dm" m!:hC1l'l CAST [1lC/(
scn.PlP(.
PtP(~.o.uBECOI.IPL[n:lYtN~OiED
AND ~"'L HAV'[ CL/lSS "s' ElEJ:IONG
~Ul( DlRfCTEOBY Tlf((NGNUIl
"
"~
~~~w
~
QlJRI...
&41~O().""....mOlIO!!I!'I'~
W'~ B "'hn.~.., l,l~ull!"'Hn
'" t~~~~~ ,.... ~~~=-~\=-~~
~W//~7#~
City of Shorewood
TYPICAL SERV,C( CONNECTIONS
FOR rve SANiTARY SEwER
Standard Detail
Detail No.
SAN-002
Standard Detail
Detail No.
SAN-a; 9
"'U. ...o\NHOUS WTH
INS!OCOROPSfCllCf.l
'S<1m BE:~' OIA (UI.)
OlOUTIHG IlETftITN f'iPE ""0
l.IMHOLE BARREL SH.l.LL Bt'.:
~TH NON_SHIl!NKINO COolENT
1d.....HOu: SEcnON TO BE
kS~C-47eCLASSR
C:RClJLAARElNF
V.rt:ST RNSIQN
~~ ~;~H~N~ci~
~~P& :L
"
"CRE-SUJ...':Rf:so'L", OR Af'PROVEO (OOAl
PRECAST GASKET CONNECTION 9W1. aE USED
fOl1C(lNNECnONPIPETOIo!"'NHOLE~
"
PRECAST 80TIQI,/ SECTION
wn; iNl,VlT
f'j AT UO DCf:AQ.j W1.Y
NOrt:S:
l. J.lANH<LE S1EPS ~AU CONrDRV TO ALL A$HA RECVJ, r,Q'lS
2. HANHOlE STt:PS SPAONe _ 16' ON CE!irt:R
,.~~l~Cf""ldO'nOt;oIH""h!8&
:; W ~ B l.lIrm~dl.. u~u1I~22
Ii l' ~.< ,~;:t::~:~
~
City of Shorewood
STANDARD MANHOLE FOR
SANITARY SEWER
,r
INSTAll folETtR OOX 1.1<0 CO~, "0. H_lOl!.17 OR
Af'?ROIorn Eo.;AL O~ m PVC CliNiClJTS "NO
/<.LSO INSTAll \.IETER 80X "'1<0 COIo'ER:; O'o'O! "U
CAST IRQN CU:ANOUrs IN 6J..Q(TCP DR1'.'EW1.T>
MOPARKlNG AREAS
l-T
VARIES
I
a
:t.(o4150 Ol.on ...en>otloj,..;!I~hi!lo
WS B IdIMfq>oll",!.IN 55-422
'" ~=l;;~h~e. m< ~;~;:'~~
:~:::;X:::~X;::::::~~
City of Shorewood
SANllARY SEWER
SERVICE CLEI,NOllY
COIiCR(T( - I,t:l, I/J CT
I!.'I,IIN
Standard Detail
Detail No.
SAN-004
Standard Detail
Detail
'"
c
a
.c
>-
"
"
.
-'
Wye
1/8 Bend
6" PVC SDR- 26 Pipe Min. Slope
2"x2" Marker
With l' Marks
See Note 2.
Sanitary Sewer
Gravity Main
SANITARY SEWER SERVICE CONNECTION DETAIL
Services to be Used in Conjunction with Piastic Pipe Sewer Main for Depths of
Cover with Less Than 16 FeeL
I
I
i
II NOTES:
i. Solvent Weld 011 Joints. (I'Jon Gcsketed)
'II 2. \\r'hen Sanitary Sewer Service is not Accompanied by a Water Service ;"
, the Same Trench, lnstail c 6' Heavy Metal Fence Post Next to 2 x 2
I Marker and Point TOD 6" of Post Fiorescent Green
I 3. CleanQut Required on Privaie Property if Dislance from Main to House
Exceeds 90 FeeL
I i II W~ ~:.::::.:~~:
). Ii, ~,,~ ~ w ,~~~,,'= I
: \ ~'>>.:'>>SlQIDJ:<<W~l
City of Shorewood
Standcrc Detail
TYPiCAL SANIi ARY
SEWER SERVICE
Deted ",c.
SAN-Q16
n
I
I
II
II
I
I
I
i
I
Compacted Bccz'iil
Granular 80'ro...
f.JnD01 SDec
J149A Mod.
PIPE FOUNDATION & BEDDING IN GOOD SOilS
PIPE FOUI'iDA TION & BEDDING IN POOR SOilS
Terra
!~,*-
er&i.
STANDARD DETAIL
PVC PIPE BEDDING
'001
. /~ /2005
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TYPICAL HYDRANT
INST AlLA nON
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Detail No.
WAT-014
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DROP LID
Tyler No.
Mueller No.
TOP
Tyler No. 6860 26"
Mueller No. H..10361 26"
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EXTENSION
Tyler
Tyler
Tyler
Mueller
Mueller
No. 58 14"
No. 59 18"
No. 60 24"
No. 58 14~
No. 59 20"
7.5' MINIMUM COYER REQUIRED
OVER TOP OF WA TERMAIN
PROVIDE VALVE STEM RISER TO WITHIN 1.0'
OF THE SURFACE IF THE DISTANCE FROM THE
TOP NUT OF THE VALVE TO THE SURFACE
1$ GREATER THAN 8.0'
Grode
BOTTOM
Tyler
Mueller
No. 6860 65"
No. H-l0361 65"
ADJUST TOP TO 7" BELOW GRADE.
BOX TO BE SET TO PROVlOE 12" OF
ADJUSTMENT.
T'l'LER NO. 6860
MUEUER NO. H-lOJ57
GATE VALVE BOX, SCREW TYPE,
3 PIECE. 5 ?" SHAFT, SIZE
G BOX, 7'- 6" EXTENDED
il
BASE
RESILIENT W'EDGE VAL \IE
CONFORMING TO AWWA
C-509-BO S1ANDARD
I'CO'OOI!:1'1:llUXX -1
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WSB 1I~""j,lN"5sm
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City of Shorewood
Standard Detail
Detail No.
WAT-018
GA TE VAL \IE
AND BOX INSTALLATiON
TEE AND BEND
BEND
PLUG
-AL
~
TO BE POURED AGAINST
UNDISTURBED SOil
(BEARING AREA)
NOTE
1. THRUST BLOCKING TO BE USEO
FOR BENDS 22-1/2 llANO OVER
2. THRUST BLOCKING SHALL ONLY BE USED
WHERE V-,lORKING PRESSURES ARE LESS
THAN 150 PSI -
PIPE SIZE BEARING AREA
6" 4.0 SO. FT.
S" 6.0
ID" - 12" 12.0
16" 20.0
h- ~lM Ol.on t.l<'m()<!.lL~(~h~);
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City of Shorewood
Standard
THRUST BLOCKiNG
Detail
WAT-004
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FILL AS NECESSARY AT "
NO ADDITIONAL
COMPENSA TION
EXISTING GRADE
rPROPOSED GRADE
8
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8 CURB BOX
0: & RISER
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COPPER WATER SERVICE I
PROVIDE SOME SLACK TO
ALLOW FOR SETTLEMENT I
PROVIDE CAP \111
FOR END OF
CURB STOP
II
PROVIDE CAP
FOR END OF
CURB STOP
~x~xr )
CONCRETE SLOCK TYPE ftK" COPPER
PIPE 1" MINIMUM
8~ X 8ft X 2-
CONCRETE BLOCK
NOTES'
1 THE COPPER DERVlCE LINE BETI'.EEN THE MAiN LINE AND CuRB 80X SHALL BE ONE
CONTINOUS PIECE. SPLlC~S \lOLL NOT BE PERMITTED
2 SADDLE REOUIRED ON 6' D.I.P OR SMALLER AND ALL P.v.C AND STAINLESS STEEL.
Ii
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City of ShorewooG
Standard Detail
TYPICAL WA"'TIR SERVICE
CON".;Ecr:ON
Detail No.
WA T -002
LOAD FACTOR 2.3
CLASS A
Concrete bcckfill to 0.5
of oulside d;ameter wdh
Shaped bedcing
Compacted Back fili
Course Filter Aggregate
MnDOT Spec. 3149H Mod.
LOAD FACTOR 1.9
CLASS B
shaped from angular
material
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BackfiH
LOAD FACTOR 1.5
CLASS C-1
from firm
soil
l
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less
Course Filter Aggregate
MnDOT Spec. J149H Mod.
LOAD FACTOR 1.5
CLASS C-2
Hand shaped from angular
bedding material
Terra
-.....
.11#8
STANDARD DETAIL
RCP OR DIP BEDDING
100!
1/1/2005
DE:S[{jNE:I}
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12/21/06
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N!Oj[cr NO.
';f!CeT NO.
06-115
7
INSTALL 2" TR CL-6 MAIN
6-7 FEET BACK OF CURB
IN UTILITY EASMENT
PER JOINT TRENCH DESIGN
NOTE: BORE ALL PAVED STREETS AND DRIVEWAYS
Minimum depth requirements for pneumagopher crossings
of state highways and county roads is 60". Minimum
depth requirements for pneumagopher crossings of city
streets and township roads is 48". Minimum depth for
parallel installations on state highways and county
roads is 36". Minimum depth for parallel installations
on city streets and township roads is 30",
INSTALL LOCATING POINTS AT A
MAXIMUM SPACING OF 1,000 FEET
I hereby certify that this plan, specification, or report was
Prepared by me or under my direct supervision and that I
am a duly Licensed Professional Engineer under the laws
of the State of Mi~nesota, . ~
Signature:[b~O l~' 'fl' '
Type or Printed Name: Davi Henningsgaar 1
Date 5 - 30 -07 REG. No, 22174
LOTsrAJ<:[-
6'-7'
-TRENCH CE.N1CRL1NE
STRCET SlOE
12" I,IIN. An[R COr.tP.I,CTlON
Itt STAGE. OF BACKFILL
1-30" UIN--1
SINGLE MAIN IN UTILITY EASEMENT
GJ
N
W+E
S
1" : 100 '
_ CenterPoint.
Energy
PROPRIETARY
AND
CONFIDENTIAL
44352542
M51200 DEEPHAVEN
M54400 SHOREWOOD
ONE CALL:
Hennepin
*NE25 T117/R23
*NW25 T117/R23
* = this Page
PIPE REQUIRED:
574' 2"TRCl:6
574' PIPE
DESIGN TYPE: Main
MAIN DEPTH: min 3 ft
COPIES TO PIPELINE INTEGRITY?: No
EMP?: No
GASVALVCI: No
MAP WORK NEEDED?: No
SURVEYOR REQUIRED?: No
COPIES TO CORROSION?: No
CORROSION APPROVAL: Not needed
DD NUMBERS: None
ADDmON: BOWMAN
TYPE: NBRE
MAPS: 316
PIPE SAMPlE! ABANDON/
REMOVALREQ?: No
PERMITS: NOTIFIED DEEPHA VEN &
SHOREWOOD-PVT PROP
DESIGNED BY:
Wendy Kronwall
612-321-5508
5/30/2007
PROVE '
SHEET 1 of 1
Bowman Addition
-'. j~;~ Q.
Note: Deve!oper is responsible for
staking front property corners prior
to start of joint trench constuction,
b, ~'0'0
-'.
X
T01
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Project Information
i0" '0
'),.\:S
Install 15K--2 AL j primary in a joint trench with gas,
telephone, and catv
Homes are to be 4000-6000 sq It with 400 amp panels
Run joint trench in utility easement
No streetlights or sidewalks on this project
Road is to be private drive
15K--2 AL J Primary= 660'
350 AL Triplex= 220'
4/0 AL Triplex= 75'
7970 Padmount Transformer= 1
..L
,
L281
'0
(J (J '(;
~
50e
""-
J56059
Install
Elbow
Arrestor
/
!;2
':J'
/
L481
i0e
X03
<&
1::/
L381
25T
170
Damon Erickson
952-829-4510
Hudson Grid
418 4-B
Developer
Mark Kawel!
952-942-9982
020
Vo
0'
J56068
: Direct bord
! approx, 200'
under driveway
--Tand-alongsIDp~
from transformer i
Ui north I ,
i ,,:':
~1..~I~.---J
Service Designer
Cindy Wehseler
952-470-3306
J
~Q:! ~ ,,~~ IUE:lvOOO
~ -;' AD
, - "-' ,-< ~ltvD \
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i5 ~v..f};,i\
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t.tAPlf CHASE OR
HILLS1D\31E!ElpE ST
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Work Order Information
Service Request #
Design Number
Designer/Planner ID
Designer/Planner Name
Designer/Planner Ph #
lv1anager Approval
0000213697 1
ercd98
Damon,Erickson
612-369-6816
E: Xcel Energy
T: Owest
Joint Utility
G: Centerpoint
C: Mediacom
Division
County
City
Address
Minnetonka
Hennepin
Shorewood
Address Data
S:25
T: 117N R: 23W
Map # : J56068
Feeder
Phase
Permit
Electric
DPN061
C
: Permit Data
Voltage : 7970
Gas
System System Data Pressure: Pressure Data
Size Size Data Material: Material Data
Dead End Dead End Data
Work Order # : WO# Data
Date: 05/31/07
Sketch 1 011
Scale: 1" equals 1 04'
w
Xcel Energ~
CONSTRUCTION USE ONLY
== NO CHANGES (BUILT AS DESIGNED)
':::J CHANGES MADE AS INDICATED
(ALL URD MUST HAVE ACTUAL
MEASUREMENTS FROM THE FIELD SITE)
FOREMAN DATE
TEAM LEA~-
, , , , l~ . , , 'STARTOF WALi:..' , , , : . , . . : . , , , : . , , , : ' 'dEO:GRIDELBY./tBNGtB::' : ., 'I' ' . , 'BREAK'rNGEOGRID ' , , : '
, . . ' , , '- 973'.50/11'-0" . , ' , . , '
- 97 f.s0/9'-0": .
. : ' , , . : ' '- 969:.50/7'-0": . , , , , , , , , , ' . .
- 96&.50/7'.0'"
- 961.50/7'-0":
995
985
E-'-<
~
~
975 G5
~
1
965
~qP, q~ \Y AJ;.,~ : , , .
972.50
GRADE @ BACK
972.00
~qP,q~\YA1;..~ : , . , , , ,
974.50
GRADE @ BACK
974.00
: TOP O~WALL :
. 976.50
. : GRADE @ BACK
, 976.00
1'OP'OFWALL' , ,
: 978.50 :
qRADE @ BACK:
-978,00 ' . , , . . '
. . . . . .
-----------
. . . . . .
GRADE @ FRONT
==970.0q , . , , : . , .
BOTTOM OF WALL
=968.00
o 10
q~~@.F~9~T, , . : , .
=968.00
BOTTOM OF WALL
=966.50
20 30
. . . . . . . . .
---------------
. . . . . . . . .
q~~ @ .F~9~T, ,
=968,00
BOTTOM OF WALL
=966.50
40 50
q~~ @ ,F~9~T ,
7'969,00 .
~OTTOM; OF W ~L
=967,50 '
70
60
WALL ELEVATION 1 (PERPENDICULAR VIEW FROM LOW SIDE OF WALL
LOWER WALL
995
985
975
965
, . , I ~ ' , . :CONTrn:uED' . : r'
BREAK IN GEOGRID '
. ,
TOp. OF WALL
,:,,98(j.$Q , , : , , , , : ,
GRADE @ BACK
=986.00 '
GEOGRID ELEV./LENGTH:
- '979..507121:0~' . - '97LS018'-0'" :
- 977.50/11'.0" - 969.50/8'-0" ,
- 975.50/1 O'-O!' - 968.50/8'-0" :
- '97~.SOf8'.0": . , , , : '
'1' .' , : 'BRE~( iN 6~OGRID: ' . . , : ' , , , I ~ ' . , :CONT'
TOP OF WALL
=980.50 ' , . , . , , . '
GR.A:DE @ BACK
980.90
. .
--
. .
GRAJ:?E @ FR9NT
970.00
BOTT:OMOFWALL' : . , , . : '
=968.50
80
90
100
ED
TOP OF WALL
=<982.50 '
GRADE @ BACK. : .
-982.00 '
TOP, OF W AL1
=984.5Q
GRADE @ BAC
7'984.00 '
. '
TOP,OFWAL1' ,
=984.5Q
GRADE @ BACK
7'984,00 '
GRADE @ FRO T
~973 ,00 ' . , ,
BOTTOM OF W LL
GRADE @ 'FRONT' , =971.50
, . . .' "."", .GEOGRID E1EV./LENGTH:
=<973.00, '_ 9g3.50/11'~0" '
BOTTOM OF WALL _ 981.50/11'''0''
=<971 50 ' ',' " '
, , .', , , , , . , . " ,.,979.50.110.0"""
- 977.50/8'-0"
: PEET _ 975.50/8'-0"
'i
140
110
120
130
SCALE: I" '" I 0'..0"
WALL 1 NOTES:
1, 250 PSF SURCHARGE LOADING BEHIND WALL
2, SOIL REINFORCEMENT REQUIRED,
USE VERSA-GRID 5,0
3, WALL QUANTITY = 1,606 SQUARE FEET
4, GEO-GRID QUANTITY = 753 SQUARE YARDS
5. MAINTAIN MINIMUM GRADE COVER AT FRONT
FACE OF WALL AS SHO"WN.
6. SLOPE AT FRONT OF WALL NOT TO EXCEED 3:1
SLOPE AT BACK OF WALL NOT TO EXCEED 10:1
7. CONTRACTOR TO VERIFY GRADES WI GRADING,
DRAINAGE, & EROSION CONTROL PLANS.
NOTIFY KBH IN WRITING OF ANY DISCREPANCIES.
8. GRADES ARE LINEAR BEnVEEN DEFINED POINTS
UNLESS NOTED OTHERWISE.
9, SEE SITE LA your DRAWINGS FOR ACTUAL CURVE
RADIUS AND LAYOUT INFORMATION.
. : ' . , , : . , , , I ; , , , ~ND'OF:WALL : . , , , : ' . , , : ' , , , : ' , , , : ' , , , : . , , , : . . , ,
TOP OF WALL,
, . , . , " ,:"98~.OO,.,.:,,
GRADE @ BACK
=988.00 .
E-'-<
~
,~
D-<
~
1
, .
-----
, .
. , . . .
-----------
----
, ,
, . .
-----
, . .
GMPE; @ FR9:NT, .
=973,00
BOTTOM OF W.ALL
=971.50
GRADE @ 'FRONT' :
=982.00
BOtTOM OE WALL:
""980.50 . , ' , , , . , ,
. ' ,
GEOGRIO ELEV.iLENGTH:
- '985.50171-0"
-:983.50i5~..O"' . . . . . . . . .
- :981.50/5~-0"
GRADE @ FRONT
0;=986.00 ' , , , : . ,
BOTTOM OF WALL
=984.00
170
180
190
: fEET
130
140
150
160
WALL ELEVATION 1 (PERPENDICULAR VIEW FROM LOW SIDE OF WALL
CONTINUED
@COPYRIGHT 2000 KBH CONSULTING, INC. (KBH). ALL RIGHTS RESERYED. TlI'ESE DOCUMI:NTS ARE AN lNSTllUM'ENT Of SER\lCE AND ARE T!l'E PROl'mTY Of KllH AND MAY NOT BE usrn ORCOPrED 'i\lTllOlJfl'RIOl\ Wl\lITrn CONS'ENT.
PROJECT NAME
PLANS CREATED BY:
KBH CONSULTING, INC.
CIVIL ENGINEERING SERVICES
161 Dunbar Way, PHONE: 651.779.7700
Suite 110 FAX: 651.779.7114
Mahtomedi, MN 55115 p,chimno(i'9)<bh-ronsulting,ootn
PREPARED FOR:
. !!i!n~el~~!!@
(800)770-4525 rQx(651177o-~9 Solid Solutions'"
6348 Hl\lhwoy 36. Swl. 1 .
Ookdole, UN 5512B
LAKE HOOPERlBOWMAN ADDITION
WALL
ELEVATION(S)
PROJECT LOCATION
SHOREWOOD~ MN
Sm:ET:
SCALE:
DRAWN BY:
DATE;
PROTo NO.
5CALE: I" '" 10'..0"
W2 OF 5
AS NOTED
SK
04/1 0/2007
2007.021
T ypeA Qr Pr'mted hl~rwJ:
Oat~: 04/10/2007
Paul D. $chinmowsl;i
""':I. No. 40120
RE\lSI0NBLOCK
990
'I~'" :START~FWAL~"":'''':'''':'''':' 'I~':' 'BRE~rN'~EOGRiD"":
980
GEOGRID ELEV:/LENGTH:
- 972.50/1 O'~O"
. , ,- ?70:5919'~6."
- 968.50/8'-6"
, - 966.50/8'~0"
- 964.50/8'.0"
'- 963:5bi8'~O"
970
f'-<
J;L1
,~
D-<
~
:>
,~
1
GRADE @ FRONT
=964.0Q . , , , : ' ,
BOTTOM OF WALL
=962.50
: PEEr:
TOP'O~WALL: '
=967.50
GRADE @ BACK
967.00 '
rop OF WALL :
=976.50 .
GRADE @ BACK: , ,
-976.00 .
. . . .
---------
. . . .
. . . . . . . . .
------
, ' ,
960
o
10
20
30
qRADE @ FRONT
~966.00 .
~QrTOM Qr: WN.,J;... . , . ,
=964.50 '
40
50
~~~;~,~~E~ 9~i~~1~~~'" : ' , , , : ' , , , : ' , , , I ~ ' . , :BREAi jN GE6~RID' . I ~ ' , , :CONT~ED' .
- 976.50/12'..6" ,- 966,50/11'-6" ,
-.974.~0(1.1'~6." rOP,Q~WAJ;..I,. : ,
- 972.50/11'-6" =980.00
- 970.5.0/11'-6" GRADE @ BACK
- 968.50/11'-6" =980.00
rop. Q~ W AJ;..I,. :
=980.00
GRADE @ BACK
=980,00
. . . . . ' " ....
-, _ -:- -, _ -----:- - ---:-- - --:-- - --;-- - ~ -. - -:-
. . . . . . . . . .
- -. - - - --:-- - ---:-- - -:-- - -:--- -. - :- ---: -
q~p~ @ ,F~9~T . ,
968.00
BOTTOM OF WALL
=966,50
60
70
80
WALL ELEVATION 2 PERPENDICULAR VIEW FROM LOW SIDE OF WALL
UPPER WALL
990
ONTINUED
980
rop, Q~ W AJ;..I,. :
=980.00
GRADE @ BACK
=980.00
TOP' O~ WALL:
=979.50
GRADE @ BACK
979.00 ' , , , , ,
970
f'-<
J;L1
, ~ ..
D-<
~
:>
, ~ '
1
. . . . .
-----------
. . . . .
GRADE @ 'FRONT'
=972.00
BOTTOM OF WALL
=970.5Q , ,
GRADE @ FRONT
, . ., =974.00""'"
BOTTOM OF WALL
=972.5Q
960
: PEET :
END OF WALL '
TOP OF WALL '
=978.50 ,
GRADE @ BACK
';'978.M' . , , , , , , . .
, ,
GRADE @ FRONT
=966.00 .
BOTTOM OF WALL,
=964.00
190
110 120 130 140 150 160 170 180
WALL ELEV ATION 2 (PERPENDICULAR VIEW FROM LOW SIDE OF WALL
CONTINUED
@COPYRIGHT 2006 KBH CONSUL TrNG, INC. ,KBH). ALL RIGHTS RESERYED. THESE DOCUMENTS ARE AN rNSTRUMENT OF SER\1CE AND ARE THE PltOPERTYOF KllH AND MAYNOT BE USED OR COPIED 'i\lTHOUT PRIOR \\'Rl1TENCONSENT.
PLANS CREATED BY:
KBH CONSULTING, INC.
CIVIL ENGINEERING SERVICES
161 DunbarWay. PHONE: 651.779.7700
Suite 110 FAX: 651.779,7114
Mahtomedi, MN 55115 pschimno@<bh-ronsulring.com
PREPARED FOR:
VERSA-LOK@
Retaining Wail Systems
(800)nO~5 Hr;;.i,S;ll~~os,:8~ Solid Solutions:"
Oakd.IG. MN 55128
PROJECT NAME
PROJECT LOCATION
LAKE HOOPER/BOWMAN ADDITION
WALL
ELEV A nONeS)
SHOREWOOD=, MN
SHEET:
SCALE:
DRAWN BY:
DATE:
PROJ. NO,
, .
GRADE @ FRONT
,9.70,00 , , , . : , ,
BOTTOM OF WALL
968.50
90
100
110
200
210
vl1. OF 5
AS NOTED
SK
04/1-012007
2007,021
rOP,QF:WAJ;..I,. : ,
=980,00
GRADE @ BACK
=980.00
, ,
- 978.50/11'-0" ,
- 976.50110'-0" :
-'974.50(9'-0'" , , , ,
- 972.50/9'-0"
- 970.50{9'-0"
GRADE @ 'FRONT'
=972.00
BOTTOM OF WALL
=970.5Q , , ,
120
130
5CAlE: I" =' 10'-0"
WALL 2 NOTES:
1. NO SURCHARGE LOADING BEHIND WALL.
2. SOIL REINFORCEMENT REQUIRED,
USE VERSA-GRlD 5.0
3. WALL QUANTITY = 1,526 SQUARE FEET
4. GEO-GRID QUANTITY = 861 SQUARE YARDS
5. MAINTAIN MINIMUM GRADE COVER AT FRONT
FACE OF WALL AS SHOWN,
6. SLOPE AT FRONT OF WALL NOT TO EXCEED 10:1
SLOPE AT BACK OF WALL NOT TO EXCEED 3:1
7. CONTRACTOR TO VERIFY GRADES WI GRADING,
DRAINAGE, & EROSION CONTROL PLANS,
NOTIFY KBH IN WRITING OF ANY DISCREPANCIES.
8. GRADES ARE LINEAR BETWEEN DEFINED POINTS
UNLESS NOTED OTHERWISE.
9. SEE SITE LA your DRAWINGS FOR ACTUAL CURVE
RADIUS AND LAYOUT INFORMATION.
220
5CAlE: I" =' 10'-0"
I her~by ~rtlfy that thIs plan, speclflcatJ:Jn, or report was
prepared by me or \.Inder my direct !:i\Jpef\~SIQn. and that I
.am a duly Llcen~...d ProfeSSional E~3lneer under the la\\l5 of
the St.te of MlNNtSOTA ?./:.
~ < ./
Paul D. Schimnow:;ki
i yped or P~mted J-.lame:
Date: 04fl012007
F...cg. No. 4C1126
RE\1SrONBLOCK
CAP UNIT
ADHERE TO TOP UNIT
W/'JERSA-LOK
CONCRElE ADHESIVE ~
REFER TO WALL
ELEVATION NOTES FOR
SLOPE PARAMETERS
IMPERVIOUS FILL
12" DEEP
GEOSYNTHEllC REINFORCOlENT
SEE PROFILE DRAWINGS
FOR LENGTH, TYPE. AND SPAClNG
VERSA-LOK
MODULAR CONCRETE
FACING UNITS
, r RETAINED BACKFILL
~ IITIY..z:
1~11~1
APPROX.
EXCAVATION UNE
REFER TO WALL
ELEVATION DRAWINGS
FOR REQUIRED
EMBEDDMENT DEPTH
REINFORCED BACKFILL
COMPACTED 95% OF MAXIMUM
STANDARD PROCTOR DENSITY
4" DIA. (MIN.) DRAIN PIPE
OUTLET 0 END Of' WAU.
DR 0 40' CENTERS MAX.
SLOPE TO DRAIN (l/S"/FT.)
IIAPERVlOUS F1LL
LEVELING PAD PER
PROJECT SPECIFICATIONS AND
MANUFACTURER RECOMMENDATIONS
TYPICAL SECTION-REINFORCED RETAINING WALL
MODUlAR CONCRETE UNIT
SCALE: NONE
LE\IEl.ING PAD
PER PROJECT SPECS
BURY ONE ADDITIONAl.
FULL UNIT MIN,
STEPPING BASE DETAIL
SCALE: NONE
CAP UNIT ADHERES
TO TOP UNIT
Wf\'ER:SA-LOK
CONCRETE ADHESrvE
REFER TO WALL
ELEVATION NOTES FOR
SLOPE PARAMETERS
VERSA-LOK MODUlAR
CONCRETE UNITS
4" DIA. DRAIN PIPE
OUTlET 0 END OF WALL
OR Cl 40' CENTERS MAX,
l.EVEUNG PAD
PER PROJECT SPECIFICATIONS
IMPERVIOUS FILL
12" DEEP
SCALE: NONE
TYPICAL SECTION-UNREINFORCED RETAINING WALL
VERSA-TUFF PIN
2 PER UNIT
RECEMNG
SLOT
PINNING DETAIL
CROSS SECTION FOR 7.1 DEGREE WALL BATTER
SCALE: NONE
PERF. DRAIN
PIPE
I I
OPEN JOINT AT 'I
40 FT. CENTERSJ
DRAIN DETAIL
WALLS OVER 4'
SCALE: NONE
@COPYRIGHT 2006 KllH CONSUL TfNG, INC. (KllH). ALL RIGHTS RESER\'ED, THESE DOCUMENTS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF KllH ..)0,'0 MAY NOT BEUSED OR COPIED 'l\lTHOtITPRlOR WRIITEN alNSENT.
PLANS CREATED BY:
KBH CONSULTING, INC,
CIVIL ENGINEERING SERVICES
61 Dunbar Way, PHONE: 651.779.7700
uite 110 FAX: 651.779.7114
edl, MN 55115 psehimno@kbh-ronsulring,com
PREPARED FOR:
. !!i~n~e:~!!@
(800)770-4525 1"0.(&51)770-1089 Solid Solutions'"
6348 Highway 36. SUll. 1 .
Ookdol., MN 55128
PROJECT NAME
LAKE HOOPERJBOWMAN ADDITION
SECTIONS
&
DETAILS
PROJECT LOCATION
SHORE-WOOD~ MN
SHEET:
SCALE:
DRAWN BY:
DATE:
PRO!. NO.
o
o 0
=
r
6,S"
0,4fl" OIA,
VERSA-TUFF PIN
PIN DIMENSIONS
SCALE: NONE
PIN HOLES AND SLO'IS FOR 3/4.
SETBACK WALL CONSTRUCTION
PIN HOLES FOR
VERTICAl. WAl.LS
SPUTIlNG GROOVE
FOR HALF UNIT
SPUTIlNG GROOVE FOR
FREESTANDING WAllS
o
o
c::::=
';F;:~::r)::1.~~~:r~~i~}~
~
W4 OF 5
AS NOTED
SK
04/1 0/2007
2007.021
VERSA-LOK STANDARD UNIT
UNIT DIMENSIONS
SCALE: NONE
,:. ~~ ~':"::' .~;
oj
GUARD RAIL NOTES:
,. DISTANCE X AND Y TO BE DETERMINED
8'1" ENGINEER BASED ON SOIL AND
LCJ.6DING CONDmONS.
2. INSTALL H-PIL.E OR WOOD POST
~ PER MANUFACTURER'S RECOMt.!ENDATlIONS,
3. AUGERING OR DRMNG OF POST
MAY PIERCE UPPER LAYER OF GEOSYNTHEllC
~ PER ENGINEER'S DESIGN.
-11-2"
OPEN JOINT 2" J
AT 20 FT. CENTERS
DRAIN DETAIL
WALLS UNDER 4' (IF REQUIRED)
SCAlE: NONE
GUARD RAIL DETAIL
TYPICAL GUARD RAIL
SCAlE: NONE
I hereby certify that thl5 plan, ~eClf:catlon, or report W;JS
prepared by me or under my direct ~uf'enr,~lon. and that I
am a dvly LIcensed Profe5~lonal Engmeer under tile laws of
thC.:5~ateOfMlNNESO ?/
5,~natl"e" /..~.
_ P'd t' raul D, Schimnowski
typed or. note ~amc:
Date, 04/1012007 R"'l. No. 40126
REYISION BLOCK
-
-
-
-
\
\
/
l~
~ff
is~
Ii
"/
ALTERNATE REINFORCEMENT PLACEMENT \
ON SUBSEQUENT REINFORCEMENT
ElEVATIONS TO EJJMINATE GAPS ON
PRE\IIOUS REINFORCEMENT ElEVATIONS /
/
/
/
\
DRAINAGE AGGREGATE
GEOSYNTHETIC PLACEMENT - CONCAVE CURVE
SCALE: NONE
~I?e.
(~rv 0,..
btITtl/jrtNQ
01\') 1'ty
~
~
ffi'i'
~~
...l:1
00
~:l
6~
w~
0::
o
GENERAL NOTES FOR GEOSYNTHETlC REINFORCEMENT
1. AT THE ELEVATIONS SHOWN ON THE CONSTRUCTION PlANS, THE
GEOSYNTHETlC SHALL BE lAID HORIZONTALLY ON COMPACTED SOIL FlU-
AND PLACED ON TO THE VERSA-LOK UNITS.
2. CORRECT ORIENTATION (ROU- DIRECTION) OF THE GEOSYNTHEJIC SHALL
BE VERIFIED BY THE CONTRACTOR TO BE IN ACCORDANCE WITH THE
GEOSYNTHETlC MANUFACTURER'S RECOMMENDATIONS.
3. THE GEOSYNTHETlC SHALL BE IN TENSION AND FREE OF WRINKLES PRIOR
TO PLACEMENT OF SOIL FILL.
4. NOMINAL TENSION SHAU- BE APPLIED TO THE GEOS'T'NTHETlC
AND SECURED IN PLACE WITH STAPLES, STAKES OR BY HAND
TENSIONING UNTIL THE GEOS'T'NTHETlC IS COVERED BY SIX
INCHES OF SOIL FlLL.
PLACE 3" OF SOIL FlU- BE'lWEEN
OVERLAPPING REINFORCEMENT
FOR PROPER ANCHORAGE
GEOSYNTHETIC PLACEMENT - CONVEX CURVE
SCALE: NONE
DIRECTION OF' SlRENGTH
(ROU- DIRECTION)
@C'OPYRlGHT 2006 KBH CONSUL TfNG. INC. (KBH). Al.L RlGHTS RESERVED. THESE DOCUMENTS ARE AN fNSTRUMENT OF SER\1CE AND ARE THE PROPERTY OF KllH AND MAY NOT BE USED OR COPIED v.-1THOUT PlUOR WIUTfEN CONSENT.
PLANS CREATED BY:
KBH CONSULTING, INC.
ClV lL ENGIN EERING SERVICES
161 Dunbar Way. PHONE: 651.779,7700
Sulle 110 FA-X: 651.779.7114
Mahtomedl, MN 55115 p,chimno@J<bh-con5ulting.wm
PREPARED FOR:
. !~i~n~!!:~!!@
(800)770-= H;~:'Sr.Os;,~6~ Solid Solutions:"
Ookdale, WN 55126
PROJECT NAME
LAKE HOOPER/BOWMAN ADDITION
PROJECT LOCATION
SHORE'WOOD5 MN
FOR STRAIGHT WALlS, ALTERNATE A-CAP AND B-CAP
A-cAP
B-CAP
1-16"-1 f-12"-1
616
1-14"-1 ..L1-14"-I
I ~:J,;~,~f.;~:t~~ll ti~~:iJ.,{~~
3 5/6"Y
RANOOMLY STAGGER
VERTICAL JOINTS
SPUT EXPOSED SIDE
GENERAL NOTES FOR CAPPING:
1. CAPS SHALL BE ADHEREO TO WALL USING
VERSA-LOK CONCRETE ADHESIVE
2. CAPS MAY BE PLACED WITH A 1/2" TO
3/4" OVERHANG OF TOP COURSE
3. WHEN SPLITTING CAP UNIT FOR WALL END DO
NOT USE A CAP SECTION LESS THAN 6" WIDE
4. 00 NOT OVERHANG CAP AT END OF' COURSE
MORE THAN 1"
CAPPING DETAil-PROFilE
STEP AT TOP OF WALL
SCALE: NONE
NOTE:
1. AT ABUTMENT, ALTERNATE FULL UNIT WITH HALF
UNO' EVERY OTHER COURSE
2. START AT FIXED POINlS AND WORK INTO MIDDLE
PART OF WAU-
3. DO NOT ATfATCH VERSA-LOK UNITS TO
OTHER SlRUCTURES.
NOTE:
1. FOU-OW GEOSYNTHEl'IC GRID MANUFACTURER'S
INSTALiATION INSTRUCTIONS ANO SPECIFICATIONS
2. GEOGRID LENGTH AND ElEVATION PLACEMENT
SHALL BE DEl'ERMlNED BY PROJECT ENGINEER
WALL ABUTMENT DETAil
GEOSYNTHETIC INSTALLATION DETAil
SCALE: NONE
SCALE: NONE
IMPERMEABLE UNING
(4" CONCRETE OR
ASPHALT OPTIONAL)
DIMENSIONS TO BE
DETERMINED BY ENGINEER
EVEN COURSES
EVEN COURSES
DRAIN DITCH DETAIL
(OPTIONAl) SLOPE AT TOP OF WALL
SCALE: NONE
ODD COURSES
CORNER DETAIL
90' -OUTSIDE
SCALE: NONE
CORNER DETAil
gO" -INSIDE
SCALE: NONE
SHEET: W5 OF 5
SCAl.E: AS NOTED
SECTIONS
& DRAWN BY: SK
DETAILS DATI: 04/10/2007
PRO!. NO. 2007.021
I hereby certtfy that thiS plan. !::pcClflCatlor1, or report wa5
prcp.;lred by me Qf under my dIrect ?upen~!JJon. and that I
am a duly Llcen!>ed t'rofes!Jlona! Engineer under the Laws of
the MrNNES
"Typed or Printed I'lame:
Date: 04/1012007 f.eg. Illa. 40126
REVISION Bl.OCK