CR 06-102 Award of Contract-2006 City Hall Site Improvements City Project 06-02
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HOPKINS
September 5, 2006
Council Report 2006-102
Award of Contract - 2006 City Hall Site Improvements
City Project 06-02
ProDosed Action
Staff recommends adoption of the following motion: Move that Council adopt
Resolution 2006-57. Resolution Awarding City Hall Site Improvements Contract. Proiect
No. 06-02.
Overview
These inlprovements include new railings, benches, sidewalk and brick seat wall as
presented to Council previously. We solicited quotations from three reputable
contractors and received one quote from Odesa II located in Sauk Rapids, MN. Their bid
of$36,975.00 is less than the engineer's estimate of$38,427.50.
Quotes for the landscaping portion of the project will be opened on September 14, 2006
for completion this fall.
Primary Issues to Consider
. Bid Tabulation, Engineer's Estinlate, and Recolnmendations
Bidder Total Bid
Odesa II $36,975.00
SUPDortin2 Information
. Resolution 2006-057
. Plan Sheets
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l:John R. Bradford, P.E.
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t~A:.'ssistant City Engineer
Financial Impact: $36.975.00 Budgeted: Y/N l
2006 CIP Notes:
Source: CIF Related Documents (CIP, ERP, etc.):
CITY OF HOPKINS
Hennepin County, Minnesota
RESOLUTION NO. 2006-057
RESOLUTION FOR A WARD OF CONTRACT
2006 CITY HALL SITE IMPROVEMENTS
CITY PROJECT 06-02
BE IT RESOLVED, by the City Council of the City of Hopkins, Minnesota that the quote
of Odesa II. is the lowest responsible bid for the 2006 City Hall Site Improvements, City
project 06-02, and the Mayor and City Manager are hereby authorized and directed to
enter into a contract with said bidder for and on behalf of the City.
Adopted by the City Council of the City of Hopkins this 5th day of September 2006.
Eugene J. Maxwell, Mayor
ATTEST:
Terry Obermaier, City Clerk
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Project for
Entrance
SIte Improvements
City Hall
General
Hopkins
Minnesota
City of Hopkins,
Projoct I~
Doto July 1at. zOO8
Revisions:
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Re9Istration:~
, lANDSCAPE ARCfllTECT
Number:
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1010 I st Street South
Hopkins, MN 55343
Sheet List Table
Sheet Title
COVER SHEET
EXISTING CONDITIONS AND REMOVALS PLAN
OVERALL LAYOUT PLAN
OVERALL GRADING PLAN
MISCELLANEOUS DETAILS
Sheet Number
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Brauer & Associates, Ltd. Project #06-05
Date of Issue: July 1st, 2006
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PROJECT LOCATOR MAP
NOT TO SCALE
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BOLLARD DETAIL
NOT TO SCALE
DEPTIl AS PER
MANUF SPECS
12" X 12" CONCRETE
FOOTING [4000 PSI).
TYP
SALVAGED AND
EXISTING BOLLARDS
SHALL BE REPAINTED
AS INDICATED - TYP
SAL V AGED, EXISTING, AND NEW
REPAINT STEEL POST
REPAINT AND/OR
REPLACE PLASTIC
LEUVERS AND
LENSES WITH
ORIGINAL
MANUFACTURERS
PARTS-TO BE
SUPPUED BY OWNER.
CONTACT INFO:
LUMA SALES
~200 12TH AVENUE EAST
SHAKOPEE. MN 55379
BOLLARD AND BALIDE UGBT
MANUFACTURER INFORMATION:
BOLLARD LIGHT:
MODESTO SQUARE BOLLARl)
MODEL # MOl- P7o.T-BL-36
REPAINT STEEL POST
PROTECT ALL EXISTING
CONCRETE AND SURROUNDING
SURFACES FROM OVERSPRAY
DURJNG REPAINTING PROCESS -
TYP
~~liti;j~~T CONTRACTOR SHALL
FURNISH AND INSTALL
2 FLAGPOLE LIGIITS AS
PER MANUFACTURERS I ~EAPOLIS MN 55414
SPECIFICATIONS 612-676-2800
L41 ) EXISTING LIGHT FIXTURE DETAIL 5 FLAGPOLE LIGHT DETAIL
NOT TO SCALE - Ll NOT TO SCALE
EXISTING LIGIIT FIXTURES
SHALL BE REPAINTED AS
INDICATED - TYP
BOLLARD .. LIGHT FIXTURE PAINTING REODIREMl:.NTS:
BASE PREPARATION.
ALL OlL. DIRT. RUST. AND GRIT SHALL BE COMPLETELY REMOVED THROUGH
SAND BLASTING, SAND. AND/OR SOL VENT CLEANING PRIOR TO PAINTING
PRIMER. COAT:
TWO PART EPO},:Y PRIMER FOR METAL SHALL BE ELCTROSTATICALL Y APPLIED
MIL TInCKNESS SHALL BE MIN 3 5 MILS WET AND 1 75 MILS DRY
FINISH COAT:
A TOP COAT OF POL YURETHANE FOR METAL SHALL BE APPLIED
ELECTROSTATICALL Y ..o.FI"ER THE PRIMER COAT FINAL COVERAGE SHALL BE
UNIFORM. EVEN AND COMPLETE WITH A MIL THICKNESS OF I 75 MILS DRY
PROTECT LIGIIT LENS FROM
OVERSPRAY DURING
REPAINTING PROCESS" TYP
REPAINT SHELL OF LIGIIT
FlXfURE
PLAN VIEW
SAND CUSHION SPBCS:
NON-FROST SUSCEPTIBLE ENGINEERED GRANULAR FILL
COMPACTED TO 100% STANDARD PROCTOR DENSITY THAT SHALL
MEET THE FOLLOWING REQUIREMENTS
SCREEN SIZE: % PASSING THROUGH SCREEN
;;;w-- LESS THAN 40%
.200 LESS THAN S%
REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS
4" TInCK CONCRETE (4000 PSD
CRACK CONTROL JOINT WITH
1/2" RADIUS EDGES (TYP)
REFER TO NOTE ABOVE
CONCRETE PAVING DETAIL
NOT TO SCALE
MATCH F1NISH TO
ADJACENT CONCRETE
WALK (APPROVAL IN
FIELD BY LA-E PRIOR
TO POUR)
iUBGRADE COMPACTED TO 100.',
iTANDARD PROCTOR DENSITY
SECTION
2" IN-PLACE DEPTIl SAND CUSHION
COMPACTED TO 100", STANDARD
PROCTOR DENSITY SHALL BE
PLACED BENEATH ALL CONCRETE
FLATWORK (TYP)
CONTROL IOINT NOTE:
REFER TO PLAN FOR LOCATIONS OF JOINTS AND VERIFY
WITH LA-E AT TIME OF CONSTRUCTION CRACK
CONTROL JOINTS SHALL EXTEND TO 1/3 THE TInCKNESS
OF TIlE CONCRETE REPLACE CONTROL JOINT WITH 112"
EXPANSION JOINT AT MA.,'{ 30' INTERVALS ALL JOINTS
SHALL HAVE "2" RADIUS EDGES (TYP)
TOP OF GRADE I" BELOW TOP OF
CONCRETE SURFACE (TYP)
4' TInCK CONCRETE (4000 PSI) TYP I
WIDTIlvARlES- SEE -n
LA YOIJT SHEETS I I
CONCRETE PLACEMENT NOTE:
ALL CONCRETE TO BE PLACED OVER2' IN-PLACE DEPTIl
SAND CUSHION (COMPACTED TO 100', STANDARD
PROCTOR DENSITY)- TOP OF CONCRETE SHALL BE I'
ABOVE SURROUNDING GRADE AND FLUSH WITH
ADJACENT PAVEMENT. CONCRETE SHAll HAVE I 0%
CROSS.SLOPE IN DIRECTION OF POSITIVE DRAINAGE
FLOW UNLESS INDICATED OTHERWISE rrYPl
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EXISTING CONDITIONS AND REMOVALS
SCALE'!"= 10'
2
LI
CONSTRUCTION FENCE
NOT TO SCALE
PO BOX 20140
CLEVELAND.OH44120
PHONE 800-662-6338
FAX. 216-:31-2702
I (OR APPROVED EQUAL)
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CONSTRUCTION ACCESS NOTE:
COORDINATE WITH OWNER ON
CONSTRUCTION ACCESS, PEDESTRIAN
ACCESS, TRAFFIC CONTROL, AND SAFETY
REQUIRElv.1ENTS
4' HIGH STEEL POST (4' MA..,{
~;~~G) WITH A MINIMUM 2' !
ATTACH FENCING W HE.... VY......
DUTY NYLON ELECTRICAL :.
TIES OR FENCING ...
MANUFACTURER SUPPUED
INTEGRAL FASTENERS
GRADING & RESTORATION NOTE: ~
ALL AREAS CONTAINING ITEMS TO BE REMOVED SHAll BE
GRADED OUT BY rilE CONTRACTOR TO BLEND INTO EXISTING SITE j
CONDITIONS ALL DISTURBED SOILS IN THIS AREA SHALL BE
SODDED FOLLOWING FINAL GRADING
10 0 10 20 30
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FURNISH. INSTALL. AND MAINTAIN Scale 1" = 10'
FENCE THROUGHOUT
CONSTlJCTlON PERIOD AND
REMOVE'RESTORE AT COMPLETION
OF PROJECT
V1RANGE CONSTRUCTION
10- FENCING (PRODUCT WB410017)
I AS SUPPLIED BY
, PLASTIC SAFETY SYSTEMS, INC
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UTILITY LOCATIONS NOTE:
PRIOR TO BEGINNING WORK ON THIS PROlBer, THE CONTRACTOR SIIALL HAVE ALL UTILITY
LOCATIONS MARKED ON TIlE PROJEer SITE.
DISCREPANCIES BETWEEN LOCATIONS SHOWN AS I!XISTING CONDmONS ON PLAN SHEETS
AND 1ll0SE ACTlJALLYMARKED ON THE PROlBCT SITE SIIALL BE IMMEDIAlELY BROUGHT
TO THE ATI'ENTION OF TEE LA-ElOWNER. ALL LOCATES SHALL BE INClDI!NTAL TO THE
PROJECT.
STATE LAW: 48 HOURS BI!FORE EXCAVATING, CALL GOPIlERSTATE ONE-CALL AT
651-454-0002 FORFIEI..D LOCATION OF llNDI!RGROUND UTILlTY LINES. THIll IS A FREE
SERVICE WlDCH WILL LOCATE UTILITY -COMPANY LINES, BUT WILL NOT LOCATE CITY OR
PRIVATELY 0WNEIl LINES.
GENERAL REMOVALS NOTE:
ALL REMOVALS WILL BE COMPLETED BY THE CONTRACTOR, UNLESS SPECIFIED
OTHERWISE. ALL REMOVALS LISTED INCLUDE REMOVAL OF ALL ATIACllMIlNTS AND
FOOTINGS (AS ENCOUNTIlRED). CONTRACTOR SIIALL BE RESPONSIBLE FOIl DISPOSING OF
ALL ITEMli OFl'-SITI!, UNLESS SPEClFICALL Y APPROVED OTIII!RWISE BY LA-E.
ALL ITEMli AND TRIlES NOT SPEClFICALL Y MARKI!D FOR REMOVAL ORRl!LOCATION SHALL
REMAlN PROTECI'ED AND UNDISTIlRBED DURING CONSTRUCTJllN ANY DAMAGE TO TREES
AND ITEMS lHAT ARE TO REMAIN SIIALL BE REPLACED AT CONTRACTOR'S EXPENSE.
AGGIUlGATE BASE UNDER ASPHALT OR CONCRETE MAY BE USED AS COMMON Fn.L BELOW
PAVED AREAS (1T SHALL NOT BE SALVAGED POR RB-USE AS BASE UNDERNEW ASPHALT
OR CONCRETE).
GENERAL NOTES
SITE SURVEY AND BOUNDARY INFORMATION PROVIDED BY OWNER.
CONTRACTOR SHALL VEIUFY EXISTING CONDmONS PRIOR TO BWDING AI'lD
CONSTRUCIlON START. CONTRACTOIlIS RESPONSIBLE FOR ALL LOCATES. ALL LOCATES
SIIALL BE REVIl'lWED BY THE OWNERlLA-E PRIOR TO CONSTRUC"l'JON START
CONTRAcroR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING STRUCTURES,
UTU.ITIES, TRIlES, SITE AMBNITIES, ETC. THAT ARE TO REMAIN FROM DAMAGE DURING
CONSTRUCIlON,
CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY DAMAGE TO I!XISTING ITEMS
TO REMAlN (AT CONTRAcroR'S EXPENSE) AND IS CONSIDERED INCIDENTAL TO THE
CONTRAer.
DJMl!NSlONS TAKE PRI!Cl!DEN'CE OVER SCALE. DJMl!NSIONS ARE TO llACX. OF ClJRll WHERE
APPLICABLE, UNLESS STATED 0TIlERWISll. FlELDVEIUFY (FV) ITEMS SHALL BE FIELD
VERIFIED BY THE CONTRACTOR.
.. ANY DISCREPANCIES FOUND THAT AFFEerTIIE WORK SHAU. BE REPORTED TO THE
0WNElVL.A..& FOR CLARIFICATION PRIOR TO ANY ADDmONAL WORKBI!ING COMPLETED.
..-.......
',----,
REMOVE LANDSCAPING WITHIN TIllS
AREA INCWDINGALL VEGETATION.
MULCH. LANDSCAPE FABRIC. AND
ROOTBALLS. ETC
.
""~
REMOVE E.'i:ISTING TREES AS IDEl''TIFIED
ON PLAN Al'fD APPROVED BY OWNER PRIOR
TO REMOVALS .
COMPLETE. INCLUDING GRUBBING AND
REMOVAL OF STUMPS AND ROOTBALLS - TYP
HA."iDRA!L AND FENCl: NOTE:
CONTRACTOR WIll BE REQUIRED TO CUT ALL
POSTS FLUSH 1NTIH CONCRETE AND CORE DRILL
'REMOVE THE EMBEDDED POST FROM CONCRETE
ALL VOIDS RESULTING FROM POST REMOVAL
SHALL BE FILLED WITH NON SHRJNK GROUT - TYP
REMOVE EXISTING HAND RAILINGS.
REMOVE EXISTING CONCRETE CYLINDERS
WITIlIN TInS '\REA - COMPLETE
REMOVE, SALVAGE AND RELOCATE
EXISTING LIGIIT BOLLARDS " COMPLETE
REMOVE EXISTING CONCRETE SIDEWALK AS
REQUIRED FOR NEW SEAT WALL . SAW CUT
WHERE NECESSARY
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I hereby cettJty tnat thIS p&an
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dnctS\lplttvlSlOl'l
, Regrstratlon 14857
, LANOSCAl>E~
'SIOl1I MINNESOTA
Number
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LANDSCAPE ARCHITECT
: Stato MINNESOTA
Number
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Sheet #
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Scale 1/4' 1'-0"
-
SEAT WALL NOTES:
L WALL FACING SHALL BE BRICK TO MATCH STYI.E ON BUILDING MASONRY REINFORCEMENT
IN RUNNING BOND PAITERN - BRICK SIZE TO MATCH BRICK SIZE a. VERTICAL BARS. AS SHOWN IN DETAIL. 12" 0 C
ON BUILDING b HORIZONTAL REINFORCEMENT. CONTINUOUS
2 MATCH JOINTS TO BUILDING TYPE 6 WEEP HOLES IN ALL WALLS RETAINING ljARTH - ALL WEEP
y," EXPANSION JOINT WITH FOAM HOLES SHALL BE CONSTRUCTED otrr OF~" DIA PVC PIPE FLUSH
BACKER ROD AND CAULK. (CAULK \3 MORTAR TO BE NON SHRINK-FINE SANDAOUltl'liATE-SHALL WITH EXPOSED WALL SURFACE AND PLA 0 ON 3'..0" CENTERS
TO MATCH CAP STONE) BETWEEN MATCH TIiAT USED ON BUll-DING PLACE INVERT OF WEEPS I" ABOVE GRADE ON LOW SIDE OF
STEPS AND SEAT WALL - TYP WALL SLOPE TO DRAIN
4 TIES-HOTGALV I"WIDE,22GA. THICKx~!'Wll>E
EXISTING CONCRETE BRICK FACE - MATCH TO
WALK-TYP CAST STONE CAP
BUll-DING BRICK TYPE. r COLOR SHALL BE NATURAL COLOR-
PATTERN. AND MORTAR FINISH SHALL BE SMOOTH TROWEL .
JOINTS (TYPE M MORTAR)- " TYP
TYP / l ___ 6" LONG STAINLESS
! --::::1 STEEL PIN Yo" DLA ra.
I -r-~ 24"OC . -
NDSCAPE ROCK
NDSCAPE FABRIC
\NTER TOPSOll-
~TEXTll-E FABRIC
D DRAINAGE
GREGATE
~ 0 It DlA. PVC PIPE WEEP HOLE E (
.CED '11' 36' 0 C - TYP
o PSI CONC FOOTING
REBAR, VERTICAL ,@ 12" 0 C
RlZONTAL. CONTINUOUS
MPACTED OR
DISnJRBED SUBGRADE
BRICK SEAT WALL DETAIL
SCALE 1" = 1'-0"
,-'
':':::.::::.
BOLLARD NOTE:
RELOCATE SALVAGED BOLLARDS TO LOCATIONS
INDICATED ON PLANS ALL ELECTICAL WORK MUST
BE COMPLETED BY A LICENSED ELECTRICIAN,
LICENSED IN TIlE STATE OF MN REFER TO UTJJ.ITY
LOCATION NOTES ON SHEET LI FOR ADDITIONAL INFO
ro'OO~'~' ~
SEE DETAlL @
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10 10 20
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/ Scale 1" = 10'
C
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--'-'--
ION JOINT 0
;>00
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4'
ORNAMENTAL FENCE SECTION I
f3l LF OF FENCE) ON CONCRETE
MAINTENANCE STlP
FOR FENCE ELEVATIONS
SEEDETAIL ~
4" THICK X 12" WIDE
CONCRETE MAINTENANCE
STRIP BENEATH FENCE
SEEDETAIL ~
~
INSTALL NEW@UAREBOLLARD
SEE DETAIL 3
II
ORNAMENTAL FENCE SECTION U
(31 LF OF FENCE) ON CONCRETE
MAINTENANCE STRIP
FOR FENCE ELEVATIONS
SEE DETAIL @
6' BENCH ON =-=
CONCRETE PAD, '
SEE DETAIL
GENERAL NOTES:
SITE SURVEY AND B01JNDAAY INFORMA1101'< PROVIDED BY OWNER.
CONTRACTOR SHALL VERIFY E.'OSTII'IG CONDmONS PRIOR TO BIDDING AND
CONSTIlUCTION STAAT CONTRACTOR IS RESPONSIBLE FOR..u. LOC"-TI:S ALL LOCATI:S
SHAll BE REVIEWED BY THE OV.NERlLA-E PRIOR TO CONSTRUCTIOl\ STAAT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALl. EXlSTII'IG STRUCTURES.
1'1'U.lTIES. TREES. SITE AMENITIES ETC TIlAT ARE TO REMAIN FROM D-\MAGE DURING
CONSTIlUCTION
CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ~ DMI-\GE TO EXISTING ITEMS
TO RE~L.uN (AT CONTRACTOR'S EXPENSE) AND JS CONSIDERED INClDEc-rr.u TO TIiE
CONTRACT
DllIIENSIONS T.-\KE PRECEDENCE O....U SCALE. DIMENSIONS ARE TO BACK OF CURB WHERE
APPUCABLE. UNLESS ST....TED OTIlERWISE FIELD \"ERlFY (FV) ITEMS SHAll BE FIELD
VERIFIED BY THE COI'<'TRACTOR.
f.i
~j MATCH TO
~L~=~-J€IfNT-.--i
~j TYP .
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LAYOUT ENLARGMENT PLAN
SCALE 1/4" = l'
I :- .
-~,J..oo:d/~r'/
EXISTING ST~CASE
FOR HAND&AlL LA Yotrr :- I TT
7@ ~ L5'-
CONSTRUCTION ACCESS NOTE:
COORDINATE WITH OWNER ON
CONSTRUCTION ACCESS, PEDESTRlAN
ACCESS, TRAFFIC CONTROL, AND SAFETY
REQUIREMENTS,
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CONTRACTOR TO
SURFACE MOUNT
RECEPTACLE ON I
CONCRETE PAD. .
BY OWNER.
4' BENCH ON 4" THICK X 3' WIDE
CONCRETE PAD- MATCH FINISH.
THICKNESS. AND CRACK CONTROL
JOINTS (FOR LENGTH) WITH EXISTING
ADJACENT SIDWALK
SEEDETAIL l"'i"',
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SEE DETAIL 5
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.. ANY DISCREPl\NClES FOUND THAT AFFECT THE WORK SHAll BE REPORTED TO TIiE
OWNERlLA-E. FOR CL>.RlFlCATIOI'l PRIOR TO ANY ADDmOJ\AL WORK BEING Cor.lPUTED
PROJECT LAYOUT NOTES:
THE LAYOL'T INFORMATION PROVIDED ON TInS SHEET IS FOR BIDDING PURPOSES AND
VERlFJC ....nON OF CRITICAL L..... YOlrr DIMENSIONS THE OWNERlLA.-E. RESERVES THE
RIGHT TO RE....1SE THE PROJECT L."- YOl,'T TO A VOlD UNFORESEEN CONSTR.-\INTS. SUCH AS
MAnJRE TREES liNFORESEEN SOll- CONSTRAJNTS. ETC TIlESE ADJUSTMENTS SIL.uL BE
CONSIDERED INCIDENTAL TO TIlE CONTRACT CIL4NGES IN BID QUANTITIES WILl BE
B.\SEDON A PER IlNJTBASJS FOR IlNJTBIDITEMS LISTED ON THE BID FORM.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR GE'lEllA110N OF L..... YOu'T POINTS 4ND
PROJECT FIELD STAKING AS INDIC"-TED IN WRI1TEN SPECIFICATIONS
TO AVOID L....YOlJT CONFUCTS OR UNCERTAINTIES. THE CONTRACTOR -\ND SURVEYOR
SHAll MEET 'WITH THE L.'>'-EiO'lll'NE!l AT THE START OF THE PROJECT TO RE\1E\\' SITE
LAYOUT .~ GR.-\DING REQUIREMEm'S TIlE CONTRACTOR Ao'IDIOR Sllll.....EYOR SHAll
ALSO 00J1A TI: .>. MEETING W\TII THE LA,EiOWNER AT .~. POIJ'.'T WHEI'< QlJESTIONS
ARISE
FIELD STAKING AND GRADE STAKES SHAll BE REVIEWED AS NECESSAAY WITH THE L.4.-E
TO ENSURE T1L....TTHE LAYOlrr.wI) GRADING ~ PROPERLY lI'<'TERPRETI:D
OVERALL LAYOUT PLAN
SCALE 1" = 10'
1
L2
SITE AMENITY LOCATION NOTE:
ALL BENCHES AND BOLLARDS SHALL BE FIELD STAKED ACCORDrNG TO PLAN
[FINAL ADJUSTMENTS BY OWNER/LA-E I
SEE ALSO PROJECT LAYOUT NOTI:S
LEGEND:
B CONSTRUCI10NLIMITS FENCING
rnJ LAYOUT eONTROLPOINT
D LAYOUT CONTROL LINE
E3~
1 <::== I ARCTANGENTLINE
~ CONCRETE WALKS I PADS
t. .:.,-' _',I CONCRETESURl'ACE
2
L2
CAST STONE CAP
SEEDETAIL @
;
EXlSTrNG CONCRETE
STEPS
CRACK CONTROL
JOINTS. TYP
FACE OF B
ELEVATION VIEW
BRICK. SEAT WALL DETAIL
SCALE: 1/4" = 1'-0
PLAN VIEW
BRICK SEAT WALL LAYOUT DETAIL
SCALE 1/2" = 1'-0"
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@ OVERALL GRADING PLAN
L3 SCALE. 1/4" = l'
lI" TInCK STEEL PLATE ~I (WHITE DIAMOND)
bj CITY EMBLEM DETAIL
L3 SCALE: 112" = 1'_0
Yo" THICK STEEL PLATE
rE -"~J
~~
LV
FOR EMBLEM
CONNECTION - TYP
SEE DETAlL @
FOR EMBLEM LA YOIIT
SEE DETAlL ~
(RASPBERRY)
4
L3
EMBLEM LAYOUT
SCALE: 1 1/2" = 1 '-0
~,j,.
.~~
STEEL PLATE FINISH NOTE:
All PL"'lES TO BE SPOT WELDED
TOGE1EERA T A MAX OF 6" 0 C 1
HOT-DIPPED GALVANIZED BEFORE
PAlNTING WITH SPECIFIED COLORS
COLORS TO BE APPROVED BY
LNE-OWNER PRIOR TO APPUCATION
-I COLORS MAX
COLORS USED IN TEXTURlNG OF
RASPBERRY SHALL BE APPROVED BY
LIVE OWNER PRIOR TO APPLICATION
~I~
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<1ll
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5",
V"::..
I
314" TUBULAR SQ STEEL
PICKET
2" X 1" TTJBULAR SlEEL
BOTTOM RAIL
FOR EMBLEM
CONNECTION - TIP
SEE DETAlL @
NOTE:
AITSTEEL PLATES SHALL BE CURVED
TO CONFORM TO CURVE OF FENCING-
TIP
y," TUB
Yo" SQ !
WELDE
Yo" TAMPER-PROOF FLATHEAD
SCREW TO BE PLACED IN
TAPPED SQ SOLID
r.,"SOLIDSQ WI1Hy'"DlA.-
TAPPED'lHREADED HOLE TO
ACCEPT SCREW
CONTINUOUS WELD AT All-
JOINTS - TYF
5 EMBLEM CONNECTION DETAIL
13 SCALE: 3" = 1'-0
-e-
L
I I
Y
-~.-
.-.-. .-.,
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q::-p7 I
L- MATCH (, ES WITH ~
i ~~~K_~CENT i
I
/
/
i/
./'
(
~
GRADING NarE:
ENSURE PROPER DRAINAGE AWAY FROM
BUlLDING IN TInS AREA - TOPSOIL SHALL BE FINE
GRADED. RAKED AND DRAGGED TO PROVIDE A
SMOOTH UNIFORM SURFACE
.' ....
II
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2
L3
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-'-'-"-"~'-'~'-'-'I'-'-'I'-"i'-
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,--'-------- ~-----"~
4'
.....
-
SIDEWALK GRADING PLAN
'-...
''',
1/4"
I!I-----~-
- iii --
1'-0"
12'
GRADING NOTE:
GRADES ALONG CONCRETE SIDEWALK
SHAll NOT E.XCEED A 5"'. SLOPE ( FIELD
VERIFY)
I!
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Sheet #
L3
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1".rebJ~rtlt)'thatthllplan
spec:diefton or ~pcwt wu
prepeted by m. or unCler my
dntd SllpeI"llSlOft.
'Ro9lSlratlon. ~
, LANDSCAPE ARCHiTeCT
Slot1I MINNESOTA
Number
SlgMNre _
SPOT GRADES AND
DRAINAGE REQUIREMENTS:
THE CON'IllACTOR AND SURVEYOR SHALL IlEVJEW AU.
GRADING WITH THE LA-E PRIOR TO CONS'I'RUCTlON TO
ENSURE PROPER DRAINAGE AND GRADING
THE INTENT OF AU.l'ROPOSED SPOT GRADES AND GRADING
IN GENERAL IS TO MATCH IlXISTING GRADBS ADIACl!NT TO
NEW CONSTR.UCTION AND TO ENSURE PROPER DRAINAGE
AND BLENDING OF NEW GRADES WITH EXISTING ONES.
A 1.5% CROSS SLOPE SHALL BB MAINTAINBD ACROSS AU.
CONCRBTl! PADS IPAVEMENTS I ~ ASPHALT TRAlLS
UNLESS STATED OTHERWISE ON THE PLAN
CON'IllACTOR SHALL FIELD VERIFY AND CONFIRM AU.
GRADBS WITH lllELA-E AFTER INITIAL SURVEYWORKAND
PRIOR TO WORK BEING DONE.
THE CON'IllACTOB. SHALL PROTBCT AU.l!XISTING AND
PROPOSED CATCIlIIAllINS AND STORM SEWERS FROM
SILTATIONBYINSTALLING AND MAINTAINING EROSION
CONTROL FENCING AROUND AU. STIWCTURES FOR THE
DURATION OF THE CONSTIWCTlON PERIOD, THE
CONTIlACTOR SHALL CLEAN SILT BUllJ)-UP FROM AU.
STORM SEWERS AFFECI'I!D BY CONSTRUCTION, AS
REQUlRED, DURING CONS'l1lUCTlON AND PRIOR TO FINAL
ACCEPTANCE OF THE PROJECT. THE CON'IllACTOR SHALL BE
RESPONSIBLE FOR IMMEDlATI! CL'EANING OF AU. MUD, DIRT
AND DEBRIS IN PUBUC STREETS
REFER. TO Sl'BClFICATIONS FORADDmONAL
RBQUIREMENTS.
EROSION CONTROL GUIDELINES:
EROSION CONTROL SILT FENCING SHALL BE ERECTED
ALONG lllE INSIDE OF THE CONSTRUCTION LIMITS IN AU.
AREAS OF THE SITE WHBRE DRAINAGE FLOWS MAY CAUSE
SEDIMENl'TO BE DEPOSITED ON ADIACl!NT OFF-Srl'E
PROPERTIES OR IN AREAS BEYOND lllE CONSTRUCTION
LIMITS - REFER. TO PLAN
LEGEND:
E3 CONSTRUCTION LIMITS FENCING
1-.#51,251 EXISTING SPOT GRADE
Ix 866.50 I PROPOSED SPOT GRADE
~ TOP OF WALL
~ GRADE
o FlELDVERIFY
1- ---I DRAINAGE DIRECTION
soom REQUIREMENTS:
GRADES AS SHOWN ARE TO FINlSH GRADE
GRADING CONTRACTOR SHALL suacur IN
ACCORDANCE WITH TIlE PLANS, DETAILS
AND SPECIFICATIONS
sliT WALL NOTE:
G~S SHOWN FOR RETAINING WALLS ARE BASED ON
A1' OXlMATE EXISTING SIDEWALK SPOT GRADES - THESE
MA V MY FROM ACTUAL AS-BUILT CONDITIONS
AD TMENTS MAY NEED TO BE MADE IN FIELD AT TIME OF
CONS~JCTlON TO MAKE THE WALLS WORK WITH ACTUAL
SITE CO mONS AND SHALL BE CONSIDERED INCIDENTAL
TO THE C RAer CONTRAerOR SHALL MEET AND REVIEW
LA your GRADING OF WALLS WITH TIlE O"';NERlLA-E
PRJOR TO INS'MLLATION WALL HEIGHTS SHALL NOT
')
GRADES ALONG THIS SECTION OF
TIlE CONCRETE MAlNTENACE
STRIP SHALL FOLLOW SLOPE OF
ADJACENT CONCRETE SIDEWALK
(FIELD VERIFY) 0
ADJACENT CONCRETE
:~:::~~~:~DD=:tE
TOWARD STREET AS /
INDICATED
/
~~_"__" _. _~~~~~_~J _~_
GRADES ALONG THIS SECTION OF THE
CONCRETE MAlNTENACE STRIP SHALL
FOLLOW SLOPE OF ADJACENT
CONCRETE SIDEWALK (FIELD VERIFY)
o
MATCH GRADES WITH
EXISTING ADJACENT
SIDEWALK-TYP
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PrOJOct. ~
Oato JulY 111t 2COlI
ReVlllons.
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'Dolo _July 101, 2008
, RevJstans.
1
2-
3-
4.
5-
8
I henlby cetbfy thatthrs,:nn
speetl'ic:aban or report was
pnlplllm by m. or under my
dnct SUplMSl)n
ReglstraDon. ~
LANDSCAPE ARCHITECT
S_ MINNESOTA
NumtMr
Signature _
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EXISTING STEPS
FIELD VERIFY
I=ITmG~O~
SUBMITTED FOR UL FPICING .u<D
ASSOCL'\.TED MATERlALS PRIOR TO
F ABRlCATIO,", WRITTEN APPRO' AL
BY LA-E REQUIRED PRIOR TO
FABRICATION
SHOP DRA "'INGS
NOTIC"E
WELDING "lOTE ALL WELDING SHALL BE IN ACCORDANCE w'
ACCEPTED /NDUSTR) AM) ~WASTA."l)ARDS
ALL WELDS SHALL BE COmINl.'OUS
PAINTING REFER TO WR.ITTEl'< SPECIFICATIONS
SPECIFICATION
~
r4t
~
STEEL POST CAP - 11 GAUG
MIl': (TYP ~L POSTS>
SIB DETAIL @
-j=;
~
SECTION VIEW "A"
2" . '" TL'BULAR STEEL TOP R..uL
14 GAUGE M/N (TI1')
I~" SOLID SQI 'ARE STEEL RINGS -
WELDED TO TOP AND MID R.-\lLS AND
E ~('H OTHER IN PUTER." INDIC ~TED
(T11')
2" x I" STEEL CHAJ.'-rnEL MID AND
BOTTOM R.'JLS. I/S' nDCK M/N m1' >
2" IN-PLACE DEPTH SA,"l) CUSHION
COMPACTED TO l00~a STANDARD
PROCTOR DENSITY (TI1"
SUBGRADE. COMPACTED TO 1000'.
STANDARD PROCTOR De,'ISITY (TYP
THICKDlED CONCRETE FOOTINGS.
12"~ 16"... 12" DEEP. AT -\LL POST
LOCATIONS AS INDIC~TED (TYPl
IMBED POSTS S" MIN DEPTH FROM TOP
OF CO,",C.RETE - SLEEVE SHALL BE SET
DURING CONCRETE POUR OR CORE
DIRLLED n-..-rO THE CONCRETE Fn.l. ALL
VOIDS WITH'iON.sHRINK GROI'T 'J'IER
PLACING POSTS. T11' -U.L POSTS
(TYPI
STEEL POST CAP - 11 GAUGE
~ON rryp ALL POSTS)
SEE DErAIL @
~;
PLACE 112" ff\
EXPANSION JOINT
BETWEEN CONC
MAINTENANCE
STRIP AND
ADJACENT CONe
WAil.'Vo.~YS (TI1'>
~~;;'~~~~
GAUGE M/N (T11')
$ ~
r:: .-
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0.0
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0) r:: =
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J:.5 =
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_ 0. ~V
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-
SKATE DETERENT DETAIL
NOT TO SCALE
3" X 3" SQ STEEL
lUBE
Y... CHAMFERED E
-TYP
314" DIA HOLE TYP
112- X6" x6" SQ - !IJl
STEEL BASE PLATE T7
~~~~I;;~g~~
WITH LEAD SHIELD - i I
TYP w
SECTION VIEW
SKATE DITE
LOCATION RENT-
BETWEEN s~NTERED
POSTS. TYP PORT
SEE DETAIL ~
K'
: .. ' I
, .. I
! ;- : I CONTINUO
: ! lH~ ,:~ I' ATALLJO~is~
L ' '
: I C~~~~~~' ~'U.' i
I l I' STEPS!: .... . .\.. '; '.: ....;: .j,?:7: '
_' MID.""'" ' .. . ....- ..-' ....
" .' ro .. '.. ' .' ...~. . ." .
, ""'" IT' I' . ...,....... . .~ '. .
: ~:;,':', ~ '.> .' .:....,. '..: . 'lc='l"~:;;,:~C::::'" - · ','. C; .
~~ :' ~""".'" I ". ,.: .. ..', ....d_'Td-~I-1~jT~=L..=lli~iT~=:-"=~-'-
^' =_ CO : ~: " '" . ..' .' , .' """II" ="'T-'i'-= ' ,=,~"",:,? I =,"=,-'- =
~~"~' M" ~ ..nmn :.: T'l t.,.;.... .. L"~=.,:,=-,,=r;;s'f4Fd#"'<?-'-'"'~-~'"
ti~~~J~~~
t;~ ' ."... .::::t' LJ '. .' ."""r=;I''''T:Ll=''Fjf~''''-'d,=r",'l!l= . ::i~~~m:;""'"
~~~.1~1I~1t~~~~"' ~~~~~M'
SK.4,.TE DETERENT - 2" OD
X Yo" nnCK X 2" LONG
STEEL PIPE (A33 TYPE F)-
TYP
7
L4
TYP. HANDRAIL DETAIL FOR EXISTING CONCRETE STEPS
SCALE 3/4" = 1'-0"
POST CONNECTION DETAIL
NOT TO SCALE
PLAN VIEW
It- ID [d" OD) STEE
PIPE [A33 TYPE F)
CONTINUOUS WELD
AT ALL JOINTS - TYP
)1," THICK STEEL PLATE
TOP CAP WITH y,,,
CHAMFERED EDGES -
TYP
3" SQ STEEL
11JBE . TYP
6
L4
4
C4
r.....
( ,
FORPOST----{ 314" SQ SOLID
CONNECTION \ I STEEL CONNECTOR
SEEDETAIL E&
L4
SHOP DRAWINGS NOTE
SHOP DRAWINGS MUST BE 3" SQ STEEL 11JBE-
SUBMlTIED FOR ALL RAILING AND
ASSOCIATED MATERIALS PRIOR TO
FABRICATION WRJTI'EN rING CONCRETE STI
APPROVAL BY OWNERlLA.E
REQIJlRED PRIOR TO FABRICATION
PAINTING NOTE ' -.. ..., .. ..... .. :.
REFER TO WRJTI'EN : .. , . . ..
SPECIFICATIONS FOR ~
INFORMATION RELATED TO 6b
PAINTING
WELDING NOTE, -4'-
ALl. WELDING SHAl.L BE IN -5'-
ACCORDANCE WITH ACCEPTED DRAIL SECTI<
INDUSTRY ANDAWA
STANDARDS
'5 TYPICAL HANDRAIL CROSS SECTION DETAIL
- FOR EXISTING CONCRETE STEPS
L4 SCALE 3/4" = 1'_0"
ORNAMllNTAL PENCB
FOllFABRJCA11ON
SEE DETAIL @
FOIlBOPKINS
EMBLEM FABRICATION
SEEDETAIL ~
STEEL BASE PL~TE
"1TH3"LONGXW
DL<\. EXP~SION
BOLTS WITH LEAD
SHIELD ml' )
SEE DErAIL E&
E."'ClSTI!<G CONCRETE
PAD
ORNAMENTALFI!IICB
PORFAllRlCA11ON
SIBDETAIL @
ORNAMENTAL FENCE ELEVATIONS B-B' & 0-0'
(SIDE VIEW OF SECTIONS I & II)
13'-0",
I
8"
BASE PLATE DETAIL
NOT TO SCALE
CONCRETI; PLACEMENT NOTE:
AJ.L CONCRETE TO BE PLACED OVER Z" IN.PtACE
DEPTH SAND CUSHION rCOIVlPACTED TO 100'.
STANDARD PROCTOR DENSITY)- TOP OF C~CRETE
PAD SHALL BE I" ABOVE SURROUNDING ORADE AND
FLUSH WITH ADJACENT PAVEMENT. CONCRfTE
SHAl.L HAVE I 00. CROSS-SLOPE IN DIRECTION OF
POsmVE DRAINAGE FLOW UNLESS INDICATtD
OTIlER....1SE rTYP)
ORNAMENTAL FENCE ELEVATION E- E' (SECTION ill)
:J
Sheet #
L4
4' SURFACE MOUNT BENCH WITH BACK CENTERED ON
CONCRETE PAD AS INDICATED MODEL WABASH VALLEY
ES400R. FRAME AND SEAT TO BE KELLY GREEN COLOR FOR
ORDERING INFORMATION CONTACT
BENCH "'1A,'lUF. INFO:
ST CROIX RECREATION COMAPNY INC
2Z5 NORTH:ND STREET
STILL WATER. MN 55082
PH (651) 430-1247
4" nnCK CONCRETE FAX (651)430-9231
PAD 14000 Psn
SEEDETAILt:::U
'ED
EXISTING CRACK CONTROL JOINT
CRACK CONTROL JOINT BETWEEN ADJACENT
SIDEWALK AND CONCRETE PAD (TYP)
4' BENCH ON CONCRETE PAD DETAIL
NOT TO SCALE
i:
<
~
1i1
~
u
VERIFY WIDTH WITH LAi E PRIOR
TO CONSTUCTION - MATCH
CRACK CONTROL JOINTS WITH
ADJACENT SIDWALK JOINTS
10
L4
.CIIMIim' NOTE'
TO BE PLACED OVER 2" IN-PLACE
DEml SAND CUSIUON (COMPACTED TO 100".
ST ANDAllD PROCTOR DENSITY) - TOP OF CONCRETE r 6' SURFACE MOUNT BENCH WITH BACK CENTERED
PAD SHAl.L BE \" ABOVE StJRR01JNDING GRADE AND ON CONCRETE PADS AS INDICATED MODEL
FLUSH WITH ADJACENT PAVEMENT - CONCRETE WABASH VALLEY ES420R FRAME AND SEAT TO BE
SHAl.L HAVEl ,0". CROSS-SLOPE IN DIRECTION OF KELLY GREEN COLOR FOR ORDERlNC, INFORMATION
POSITIVE DRAINAGE FLOW, UNLESS INDICATED CONTACT BENCH ~L\1"lUF INFO
rHERWISE (TYP) ST CRoix RECREATION COMAPNY. INC
il'-O"F7'-O"R1'-O"i f~<:~~~-r:ii
/ PH (6S11430-1247
FAX (6SI)430-9231
3'-6" PANELT3'-6" PANEL
] ]D' 7-'-- - ~- ~:f: I 4- THICK CONCRETE
"1 . - i PAD r4000 PSI)
II ';"'.'"''<.--'-''' ,".-" "': il SEEDErAILffi
1t'11~"o, .". --~:=-. ::.;' !II 'ED
, " ~ ' BENCH FRONT TO BE-ALIGNED
'(,- -i. Lo:. ".. .~. .,'_ ~:,~:, ' Jl WlTHFENCING-TYP
~!:: ,::
ilQ
~I~
6' BENCH ON CONCRETE PAD DETAIL
NOT TO SCALE
9
L4
3" X 3" STEEL POST CAP.
11 GUAGE MIN - REFER TO
SPECIFICATIONS FOR
FINISH
SECTION A
POST
POST CAP DETAIL
SCALE: 6" = 1'-0"
3
C4
THICKENED CONCRETE
FOOTIN'GS. I::" ~ 16" " 12
AT ""-L POST LOC UIONS A:
INDICATED rrY1')
1 ORNAMENTAL FENCE FABRICATION DETAIL
q SCALE: 1"=1'-0 -
-5'-0" i
I I 795"
I
I I
FBNCB
ION
, ~
ORNAMENTAL FENCE ELEVATION A - A' (SECTION I) -
24'-6" l
1'-6" r--4'-O"-r--<!'-O"---r-S'.O" S'-O"
Ir~
ORNAMENTAL FENCE ELEVATION C- C' (SECTION n)
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PLACE 4" IN-PLACE DEPTH OF ROCK
LANDSCAPE MULCH ey." -1~" DIA. COLOR
TO BE TANIBUFF AND APPROVED BY
LA-EiOWNER PRIOR TO INSTALLATION) -- - -
OVER 6 ML LANDSCAPE FABRIC IN AREAS
INDICATED
I~~<
~ Ii"
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I "'" ,. ""'^" D"'" D' =
I LANDSCAPE MULCH (y." - 1 ~" DIA.. COLOR
(5) Blue Cb, Jum SOD lW'LACEMENTNOTE: ~-~O~::;~~~:i'..:e.~~N)
ALL EJaSTlNG TURF AREAS SHALL BE OVER 6 ML LANDSCAPE FABRIC IN AREAS
PROTECTED DURING CONSTRUCTION INDICATED
ANY DAMAGED TIJRF AREAS OUTSIDE
OF INDICATED PLANTING AREAS SHALL
(31 h 0'" Halo Do.wood BE SODDED BY CONCTRACTORAT NO
I ADDmONAL EXPENSE TO OWNER.
~
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LL:'l OVERALL LANDSCAPE PLAN
\87
RAISED PLANTING BED SHALL HAVE
~~~i ~ri~i'~ ~ Yello" Slooecroo
INDICATED
LANDSCAPE EDGING - I" " 8"
TREATED CEDAR BOARD - TYP
] RAISED PLANTING BED SHALL HA BOARD TO BE POSmONED
4" IN-PLACE DEPTH OF ROCK UPRIGHT AND TOP TO BE FLUSH
LANDSCAPE MULCH OVER 6 ML V<TIH CONCRETE SEAT WALL CAP
LANDSCAPE FABRIC IN ALL AREAS
INDICATED
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LEGEND:
1_. SOD
!~."":, -
E~~~~~~~:~~~~~~ LAJllDSC.>.l'E ROCK )!ULCH
L:'::':::::<':l LAJllDSCAPE CEDAR MULCH
BALLI!D AND BUlILAPPBD STOCK:
ROOTS OF ALl. BALLED AJIlD BURLAPPED STOCK SHALL FD..L TIlE SOn.
BALL BE FREE OF KINKS. CIRCLING -\NO GIRDLING AND TIlE
IjPPERMOST ROOTS SHAll NOT BE MORE TIiAN FOlJR INCHES BELOW
TIlE TOP OF TIlE SOn. BALL TRAl'ISPORT ROOTS SHALL BE
SYMMETRICAL AROUND TIlE TRUNK STEM OF TIlE PlANTS SOn.
B-\LLS MUST BE CENTERED OR NO MORE TIi~ Ill'!. OFF CEl'o'TER
DIG THE PLANTING PIT TWO TO THREE TIlIIES WIDER TIiAN THE SlZE
OF THE ROOTBALL A.'ID UTHE S-'.ME DEPTIi AT WHICH TIlEY GREW
IN TIlE :<t.JRSERY SCARIFY TIlE SIDES -\NO BOTI'OM OF TIlE PLANTING
PIT
PL-\CE PlANT IN PL"'NTING PIT A.'lD SET PLA."ITIl VERTICAL WHEN
MOVING PLANTS. LIFT FROM BENEATIlTIIE ROOT BALL DO NOT LIFT
BY TIlE TRUNK AND DO NOT BREAK OR LOOSEN THE ROOTBALL
SET PlANTS ON SOLID. UNDISl1JRBED Son. OR TIlOROlJGHL Y
COMPACTED BACKPn.L SOn. SO TIlE TOP OF THE ROOTBALL IS AT
FINISHED GRADE OR SUGH1L Y ABO\'E. NOT TO EXCEED TWO INCHES
TIlE ROOTBALL SHAll NOT BE EXPOSED NOR SHOULD IT BE COVERED
BY MORE THAN TWO INCHES OF SOn..
=~UM~'~_~=~=~~ I
... W.... Y FROM TRUNK SO TIlAT NO BliRLAP REMAINS IN TIlE TOP THREE
INCHES OF THE SOn. SURF ...CE. RE"L.>.lNING BlJRL.>,p SHALL BE SLIT U
SIX INCH INTERV.uS AROUND THE CIRCU1\IFE~CE OF TIlE
ROOTBALL
B4.CKFUl. PLtuVI1NG PIT WITH ORIGINAL SOn. HALFW.... Y TO TIlE TOP
OF TIlE ROO1BALL BREAK t'l' CLODS OF SOn.. IF SOn.s ARE POOR rLE.
HE....VY ClAYS. SA1"D OR COMPACTEDt BACKFUl. C..>.l'I BE A 1I1!XTURE
OF 1/3 SOn. ...MENDMDIT MIXED wITH 213 ORIGINAL SOn. DO NO lJSE
PEAT AS P..>.RT OF BACKPn.L IN CL-\Y SOn.s R.E.\fOVE ALL ROCKS A.1I1D
DEBRIS FROM BACKPn.L AND TIlEN WATER PL.>.l'IT = BACKPn.LED
.>.RE.... TO SETI1.E PlANTS AJIlD FILL VOIDS
I RE1I10VE ALL WIRE BASKETS FROlll TIlE TOP 1/2 OF THE ROOTBALL
.>,NI) CONTINIJE BACKFUl.ING REM....INING PLANTING PIT WlTIl
ORIGINAl son
WATER TIlOROUGHL Y A SECOND TIME TO SETI1.E PL'\NTS AND FD..L
VOIDS WlTIIIN TWO HOIIRS OF PLANTING PL"'CE SPECIFIED '!ULCH
WITlIIN 48 HOIIRS OF THE SECOND W...TERING PROVIDE Sl1PPORTIF
NECESSARY
PLANTING DETAIL - ALL PLANTS
NOT TO SCALE
CONTAINER STOCK
BALLED AND BURLAPPED STOCK.
n
~~n.IN
rYPARLANDSC"APli
FABRIC
UNDISTURBED SOIL
~!),PAR
LANDSCAPE
FABRIC
BACKFILl SOU-IN
PLANTING PIT
UNDlS11JRBED sc'll.
CONTAINI!R. STOCK:
DIG THE PlAl'<lING HOLE TWO TO THREE TIMES WIDER TIiAN TIiE SIZE OF
TIiE CONTAINER. OR TO THE EDGE OF TIlE PlANTING BED AS INDICATED ON
TIiE PLANS. AND AT THE SAllIE DEPTH AT WlllCH TIlEY GREW IN TIiE
NURSERY FOR .>.DDmONAL PLANTING BED PREP4.RATION SEE PlANTING
NOTES
REMO\"E CO,,"'TAlNER ray CUTI'ING IF NECESSARn
IF ROOTS ..>.RE GROV.'ING IN A SPIR.-u' AROUND TIiE SOn. MASS. USE A SHARP Plant Schedule
KJ'IlFE TO SCORE TIlE OUTSIDE OF SOn. MASS v"ERTIC-U.LY. JUST DEEP
ENOUGH TO CUT THE NET OF TIiE ROOTS. AND MAKE A CRlSS-CROSS CUT
ACROSS TIlE BOTI'OM OF TIiE SOn. MASS
SET PlANT ON SOLID t.JNDISTURllED SOn. OR TIlOROUGHL Y COMP....CTED Sctonufic Name 1
B...CKPn.L son. so TIiE TOP OF THE SOIL IS 4. T FINISHED GRADE OR Comus nltenufoba
SUGlfI1. Y ABOVE. NOT TO EXCEED TWO INCHES
BACKFILL PL~G BED WlTIl ORIGINAL SOn.. BREAK UP CLODS OF SOIL SblUb
IF SOn.S ARE POOR fIE HE.... VY CLAYS. SA.'lD. OR COlllPACTED). BACKFn.L QuDlIbty Symbol PIDlIllDg SIZe Common Name SCientific Name
CAN BE . MIXTIJR.E OF IJ3 SOn. AME.'lDMENT V,1TIl2J3 ORlGIN.-U. SOIL DO 6 0 5-pl Potted IllpllIIe.. bubeny Berbm"hun~
NOT USE PEAT AS P..>.RT OF BACKFILL IN C!.AY SOn.S REMOVE..>.LL ROCKS
AND DEBRlS FROM BACKFn.L 3 0 1"..em Potted Ivory Halo Doawood Comus alba 'Batlb13
TIlOROUGHL Y WATER TO SETI'LE TIlE PLo\NTS -\NO Fll.L VOIDS WTI1IIN 2 ~..1 3-gal Potted Dwarf BUlb HOllllYauokle Dtcml1B lomccru
'IWO HOIJRS OF PLANTING INSTALl. Ml.;J.CH WTI1!IN 48 HOURS OF 3 ~ 5-gal Paned DwmfW'ml,d EUDDvmua Euonymus maNS Ie
WATERING
5 0 3-gai Potted Blue C1up Iumpar IUDlpclU5 bonzontnlts 'Blue Clnp'
SPRING TO MJP.SllMMER PLANI'lNG: 5 0 3-gal Potted Wilton Bua Ru, JllIIlpar Jumpcru5 bonzoDUlbs 'Wtltom'
FER1lI.IZE ....T THE TIllIE OF PLANTING V,1TIl A SLOW-RELEASE BALANCED
FER1lI.lZER. USE ACCORDING TO MANUI' ACTlJRER'S INSTRUCTIONS MIX 9 4) 3-pl POtted LIttle Pnnec.. Spuu SplDeD.JapoDle:l 'LIme PnDcess'
FERTILIZER IN \\'ITH SACKFUl. OR BROADCAST IN A DIAMETERAROt.,l'lD
TIlE PLANT 2 00 3-pl Paned Dense SprallulJ Y.... TIL'<US mecha'DensUol1ll1s'
LATI! SUMMER TO FALL PLANI'INGS: 5 c8 3-gal Potted Common SUDWbm'y SympbocarpllS :dbus
USE A FER1lI.IZER \\'ITHOlIT NITROGEN FOR DECIDUOUS TREES DO NOT Pcrcmuw
..>,pPL Y ANY FER1lI.IZER TO E\"ERGREDl TREES .-\ND SHRIlBS PL.>.NTED IN
!.ATE SUMMER OR EARLY FALL ~annty Common Nome Scamnfic Nome
SHREDDED WOOD MULCH' 3 Mad.. pmI; Dumthus delto1dcs
SHREDDED WOOD MU1.CH SHALL BE INST -\LLED ... T A 6" COMP ~CTED DEPTIi
PLACED TO TIlE EDGE OF THE PlANTING BED PLA. 'lTS NOT IN A PLANI1NG 3 BI1J. Davbly HemerocuJlts 'Baja'
BED SHALL HA v"E A 4' DL....lIlULCHED..>.REA. IIll;J.CH SHAll BE PULLED 10 Stell. Daylilv Hemerocalbs 'Stella de Om'
A WAY FROM DIRECT CONTACT WlTIlTIiE TREE TRIlNK OR PL"'NT STEM
MIJ1..CHED ..>.REA SIi-U.L FORM 4. WELL 4.R017ND PLANTS OR PLANTING BEDS 13 Golden Tllll'll HOIla HOlm '(".olden Tiaru'
!lOCK MULCH: 11 Frnnees W"llbana. HOI1l KoltD. S1ebolduuJll'Fmnces Wtlhams'
4" UNIFORM DEPTIi OF LANDSCAPE ROCK SIi-\LL BE PL"'CED OVER 3 Husker Red P.....lIlIIOn PeollemoD dlgl1ahs 'Husker Rl
LAJllDSCAPE HBRlC IN AREAS INDICATED ON THE PL 4.NS OPDl!NG IN
LANDSCAPE F .>..BRlC FOR..u.L PL.>.l'IT lIlATERL-\L SHAll BE T'W1CE TIiE 6 Cmptn, PhI... " W1u.. Phlox subulala 'WIllte Debgin'
WIDTH OF PLA.."'IT "3 Y eUo,," Stooenop Swum kamschm1cum
CZ)
CID
~~
CONCRETE EDGING DETAIL
SCALE: 1" = l'
~ , ~ ~ E."\JSTINGTIJRFOR
-I - '--'--'7~ADJACEl'<'TCONCRETE
'='. '~~~~~?IONCRETEEDGE-
ENLARGED RAISED
PLANTER PLANTING PLAN
SCALE 112" = I'
Yo" R.o\DIUS " TIP
Z 0
~--I
Scale 1/2"
1'-0"
4'
~~
i
IRRIGATION NOTE:
CONTR.-\CTOR SHAll SUBMIT A DESIGN BUU..D PL.>.l'I AND BID FOR lRRlGATION FOR TIlE CITY HAll EN1'R>>lCE SITE TO
INCLUDE DRIP lRRlGATION WITHIN TIiE RAISED PLANTER BED AREA WATER.lND ELEC1RICAL SOURCE IS EXISTING AS
INDIC4.TED ON PLo\NS CONTR.4.CTORIS RESPONSIBLE FOR ALL L.>..BOR. MATERlALS. ETC FOR TIiE DESIGN AND INSTAlLATION
OF TIiE IRRIGATION SYSTEM.INCUlDING WATER HOOK-lIP. CONNECTION TO EXISTING SYSTE~L ETC
ALL ELEC1RICAL WORK MUST BE COMPLETED BY A UCENSED ELEC1RICIAK LICENSED IN TIiE STATE OF MINNESOTA ALL
PLUMBING WORK ~n;ST BE COMPLETED BY A LICENSED PLUMBER. UCENSED IN TIlE ST...TE OF ~llNNESOT
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SODDING REQUIREMENTS:
SOD SHAll BE PLACED IN DELINEATED ARE..>.S IN "'CCORDANCE TO TIlE PLAN A.l'ID SPECIFICATIONS
ALL AREAS OUTSIDE OF CONSTRUCTION UlIIITS TIiAT ARE DlSlURBED D\JRING CONSTRUCTION SHAll BE SODDED BY THE
CONTRACTOR AT CONTRACTORS E).'PENSE
REFER TO SPECIFICATIONS FOR .o\DDITIONAL REQUlR.EMDlTS
OWNER RESER' ES TIiE RIGHT TO RE VISE QU.>.NTI'I'IES TO SIJIT BtlDGET LU.lIT A. TIONS CONTRACTOR'S UNIT BID PRlCES
SIi-U.L PREVAIL FOR..>.NY CHANGES IN QliAN'lTl1ES
CONTR....CTOR SHAll FIELD STAKE PlANTING ACCORDING TO PI.AN OWNER LANDSCAPE ARCHITECT SHAll..>,pPROVE
ALl PLANT LOCA nONS PRIOR TO INSTALLATION OWNER RESERVES TIlE RlGHT TO REVISE PL .>.NTINc, LAYOUT .~T TIME
OF INSTALL...TION
BID FORM QuANTITIES TAKE PRECEDENCE OVllR PLAN QUANTITIES L-\NOSC.>,pE ARCHITECT SIlALL MAKE
ADJUSTMENTS TO LA YOtlT IN SUCH INST..>.l'ICES
'lhltT8Oyf:llrtitJlhatth",*"
I.~hon ar..port~.
prepered bt me 01" undtr my
, dnct suptl\'lSlOft
1 RaliJlstraban ~
LANDSCAPE ARCHITECT
stat. MINNESOTA
Number
Signature _
- -
- -
.>.LL PlA.'Io'T IIlATERI.-U.S SH..u.L BE TRUE TO TIiEIR SCIENTIFIC NAME = SIZE 'IS INDICATED IN TIiE PLANT SCHEDULE.
PLANTING NOTES:
1 ALL PLANTING BEDS SHALl. BE PREPARED IN TIlE FOllOWING M.o\NNER.
"REMOvE EXISTING VEGETATION. ESPECL-U.L) GROUNDCOv"ER
- ROT01lI.L TO A DEPTIi OF 12 INCHES AND INCORPORATE FERTILIZER
" TRENCH TIlE EDGE OF THE PL-\oVI1NG BEDS
- INST.-U.L EDGING WHERE APPUC <UlLE
- REMOv"E 'ILl ROCKS AND DEBRIS
.INSTALL PLANTS AS PER PLANTING DETAl!. A1"D SPECIFICATIONS
- INSTALL SPECIFIED 1I1L;J.CH TO SPECIFIED DEPTIl
- HARDWOOD MULCH SHALL BE PULLED A WAY FROM STEMSITRllNlCS OF ALL PLA,"'ITS
- WATER.'IS PER DETAIL AND SPECIFICATIONS
2 CONTRACTOR SHALL NOT PLANT TREES OR SHRUBS IN PlANTING PITS WHERE HIGH WATER OR OTIiER UNFORESEEN
CIRClJMSTANCES ARE D1COIlNTERED CONTRACTOR SIi.>.LL NOm OWNERlLA.NDSCAPE 4.RCHITECT U.IMEDLA TELY IN
GENERAL NOTES:
SITE StJRVEY A,,'<!l BOUNDARY INFORMATION PRO\'IDED BY OWNER.
CONTR....CTOR SH..u.L VERIFY E."aSTING CONDITIONS PRIOR TO BIDDING ..>.ND CONSTRUCTIO,," START CONn.ACTOR IS
RESPONSIBLE FOR ALl LOCATES ALL LOCATES SHAll BE REVIEWED BY TIlE OV,':'IERiL"'-E PRlOR TO CONSTRUCTION ST..>.RT
CONTR....CTOR SHAll BE RESPONSIBLE FOR PROTECTING ALL E."\JS1lNG STRUCl1JRES t.rrILlTlES TREES. SITE MIDIlTIES ETC
THAT .o.R.E TO REMAI!o< FROM DAMAGE DlJRJNG CONSTRUCTION
CONTRACTORSH-U.L BE RESPONSIBLE FOR CORRECTING.>.N'l DA.'IlAGE TO E."\JSTlNG ITE"'S TO REM.o\IN (AT COKI'R....CTOR.S
EXPENSE).= IS CONSIDERED INCIDENTAL TO TIiE CONTR.4.CT
DIME:'ISIONS TAKE PRECEDENCE OVER SCALE DIMENSIONS ARE TO BACK OF CURB WHERE 4.PPUC<UlLE.UNLESS ST4.TED
OTHERWISE FIELD v"ERIFY (F\') ITEMS SHALL BE FlEW VERlFIED BY TIlE CONTRACTOR.
.. A."Y DISCREP.-\o'lCIES FO\JND TIlAT ..>.FFECT TIiE WORK SHALL BE REPORTED TO TIlE OWNERIl_"-E FOR CLARlFICATION PIUOR
TO A,"Y ADDmONAL WORK BEING COMPLETED
-
"
\
-
-
/.,
'''':-~.::-.=
PLACE 4" IN-PLACE DEPTH OF ROCK
LANDSCAPE MULCH (Yo" - I ~" DIA. COLOR
TO BE TAN/BUFF AND APPROVED BY
LA-EiOWNER PRIOR TO INSTALLATION)
OVER 6 ML LANDSCAPE FABRIC IN AREAS
INDICA.TED
~
10 0 10 20
~
Scale I! "= 10'
30
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