HomeMy WebLinkAbout2021-010tA-
CITY OF ARDEN HILLS
COUNTY OF RAMSEY
STATE OF MINNESOTA
RESOLUTION NO. 2O2I-OIO
RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND
ORDERING THE ADVERTISEMENT FOR BIDS
KARTH LAKE RUNOFF CONTROL PROJECT
WHEREAS, the Public Works Department has prepared plans and specifications for
Improvement Project No. PW-20-01 I l, Karth Lake Runoff Control Project, for installation of
stormwater drainage improvements to address excessive erosion affecting Karth Lake. The plans
and specifications have been presented to the council for approval.
NOW, THEREFORE, BE IT RESOLVED THAT THE CITY COUNCIL OF THE
CITY OF ARDEN HILLS:
l. Such plans and specifications, a copy of which is attached hereto and made a part
hereof, are hereby approved.
2. The City Clerk shall prepare and cause to be inserted in the official paper an
advertisement for bids upon the making of such improvement under such approved
plans and specifications. The advertisements shall be published for 21 days, shall
specify the work to be done, shall state that the bids will be received by the clerk until
10:00 a.m. on March 31, 2021, at which time they will be publicly opened in the council
chambers of the city hall by the City Clerk, will then be tabulated, and will be
considered by the council at 7:00 p.m. on April 12, 2021 , in the council chambers of
the city hall. Any bidder whose responsibility is questioned during the consideration
of the bid will be given an opportunity to address the council on the issue of
responsibility. No bids will be considered unless sealed and filed with the City Clerk
and accompanied by a cash deposit, cashier's check, bid bond, or certified check
payable to the city for five (5) percent of the amount of such bid.
PASSED AND ADOPTED BY THE CITY COUNCIL OF THB CITY OF ARDEN HILLS
THIS 22"d DAY OF FBBRUARY 202I.
Mayor
+,1*Ah'^n *t
Attest:
City Clerk
1
To view the final document, access adopted Resolutions via Arden Hills Public Laserfiche Weblink by visiting cityofardenhills.org
and clicking on Archived Documents under Helpful Links on our main webpage.
CONSTRUCTION DOCUMENTS FOR REVIEW
2020 KARTH LAKE RUNOFF CONTROL
RAMSEY COUNTY, MINNESOTA
ULTEIG PROJECT NUMBER: 20.00419
BENCHMARK 'FORMATION,
BMp NORTHING EASTING ELEV DESCRIPTION
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1, RIGHT OFWAY, PARCEL LINESAND MONUMENTS REPRESENTEDONTHISPLAN ARE
FOR INFORMATIONAL PURPOSES ONLY. THIS PLAN DOES NOT CONSTITUTE A LAND
SURVEYAND DOES NOT INVOLVE THE ESTABLISHMENT OR REESTABLISHMENT OF
PROPERTY CORNERS OR PROPERTY LINES IN ACCORDANCE WITH MN STATUTE
_.02. NO WARRANTY OFANY TYPE IS EXPRESSED OR IMPLIED REGARDING THIS
INFORMATION.
2. VISIBLE ABOVE GROUND UTILITIES HAVE BEEN FIELD LOCATED AS SHOWN.
UNDERGROUND UTILITIES SHOWN HEREON ARE REPRESENTED BASED UPON
INFORMATION PROVIDED BY GOPHER STATE ONE CALL THROUGH FIELD MARKING,
OR MAPPING PROVIDED.THE UNDERGROUND UTILIT ES HAVE NOT BEEN
PHYSICALLY LOCATED AS A PART OF THIS SURVEY. PRIOR TO EXCAVATION OR
DIGGING, CONTACT GOPHER STATE ONE CALL AT 811 OR 80D252-1166.
.LOCATION MAP
PUBLIC UTILITIES CONTACTS
UTILITY CONTACT PHONE EMAIL
MINNESOTA STATE
LOCATION MAP
DRAWINGIN)EX
SHEET NO.
SHEET TRLE
TITLE SHEET
GENEMLNOTES
a63
LEGEND A E6TIMATEDFWANTMES
DETAILS
DETAILS
EXISTINGCOND—S
GRADMG A UTILffY PUN
OL6
NTROL PLAN
0
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COVER
KARTH LAKE STABILIZATION
PROJECT
ARDEN HILLS, MN
GENERAL CONSTRUCTION NOTES
1. THE 2018 EDITION OF THE MIN NESOTA DEPARTMENT OF TRANSPORTATION (MNDOT) "STANDARD
SPECIFICATIONS FOR CONSTRUCTION" SHALL GOVERN.
2. ME CONTRACTOR SHALL OBTAIN AND MAINTAIN A COPY OF ALL REQUIRE. LOCAL, STATE, AN. FEDERAL
JURISDICTIONAL PERMITS REQUIRED FOR NEW CONSTRICTION COMPLETE WITH ALL CONDITIONS,
ATTACHMENTS, EXHIBITS AND PERMIT MODIFICATIONS IN GOOD CONDITION AT THE CONSTRUCTION SITE. THE
COMPLETED PERMITS MUST BE AVAILABLE FOR REVIEW UPON REQUEST BY WATERSHED DISTRICTANDJOR
JURISDICTIONAL REPRESENTATIVES.
3. TH E CONTRACTOR SHALL BE RESPONSIBLE FOR FU RN'SING ALL MATERIAL AND LABOR TO CONSTRUCT THE
FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE W ITH THE
APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALL CLEAR AND
GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING
PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL
4. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT
THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE O WNER OR THE
ENGINEER. GUARANTEE 15 NOT MADE THAT ALL EXISTING UNDERGROUND UTIUTIES ARE SHOWN OR THAT THE
LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINNNGTHE LOCATION OF ANY EXISTING UTILITIES IS
THE CONTRACTORS RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY.
FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE
CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE
OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE
OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING
AND SHORING OF SAME. IF IT S NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY
COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING
THE METHOD TO USE FOR SUCH WORK.
5. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACTTHE VARIOUS UTILITY COMPANIES WHICH MAY HAVE
BURIED OR OVERHEAD UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE
CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING
CONSTRUCTION, MINNESOTA STATE STATUTE REQUIRES THE CONTRACTOR TO CONTACT GOPHER STATE ONE
CALL AT311 PRIOR TO ANY UNDERGROUND EXCAVATION.
G. ME CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS
IF REQUIRED PRIOR TO CONSTRUCTION.
7. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE ATALLTIMES ONE COPY OF THE CONSTRUCTION
DOCUMENTS INCLUDING PLANS AND GEOTECHNICAL REPORT AND COPIES OF ANY REQUIRE. CONSTRUCTION
PERMITS.
8, ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHTTO THE ATTENTION OF THE OWNER
AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE
MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER.
9. ALL COPIES OF REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER DIRECTLY FROM THE TESTING AGENCY.
10, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AN D MAINTAINING AS-BUI LT INFORMATION
WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE
CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS -BUILT DRAWINGS TO THE OWNER
TOR THI POPPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED.
11, ANY WELLS DISCOVERED ON SITE D URING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE
APPROPRIATE JURISDICTIONAL AGENCY AND OWNER AND ENGINEER WITHIN 24 HOURS OF DISCOVERY,
12. THECONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROP05ED IMPROVEMENTS SHOWN ON
THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY
CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY
PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFYOW NER OF AN IDENTIFIABLE
CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A
RELATED CHANGE ORDER.
13. THECONTRACTORSHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO,
EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AM SECURITY.
DEMOLITION NOTES
1, ALL MATERIALREMOVED FROM THIS SITE BYTHECONTRACTOR SHALL BE 015POSED OF BYTHE CONTRACTOR IN
A LEGAL MANNER.
2. REFER TOME EXISTING CONDITIONSAND REMOVAL PLAN FOR DETAILSOF EX15TING STRUCTURES, ETC.
LOCATED WITHIN THE PROIECTSITE. UNLESS OTHERWISE NOTED, All EXISTING STRUCTURES, SLABS,
CONCRETE, ASPHALT, DEBRIS PILES, SIGNS AND ALL APPURTENANCES ENCOUNTERED ARE TO BE REMOVED
FROM THE SITE BY THE CONTRACTOR AND PROPERLY DISPOSED OF IN A LEGAL MANNER AS PART OFTHIS
COMMCT, SOME ITEMS TO BE REMOVED MAY NOT BE DEPICTED ON THE REMOVAL PLAN. IT 15 THE
CONTRACTORS RESPONSIBILITYTO VISIT THE SITE AND DETERMINE THE FULL EXTENT OF ITEMS TO BE
REMOVED. IF ANY ITEMS ARE IN QUESTION, THE CONTRACTOR SHALL CONTACTTHE OWNER PRIOR TO
REMOVAL OF SAID ITEMS.
PAVING, GRADING AND DRAINAGE NOTES
1. ALLVEGETAMN AND OROANIC MATERIALS(TOPSOIL) SHALL BE STRIPPED FROM THE AREAS TO BE
GRADED. IFTHIS LATERAL A TO BE GTOCKPLED ON THE SITE, TOPSOIL MAY BE PLACED TO A HEIGW OF
FIVE FEET. SILT FENCE SHALL BE PLACED AROUND THE BASE OF THE ETOCKP LE AN. THE STOCKPLE
SHALL BE SEEDED WITH NATIVE MIX IMMEDIATELY AFTER BTIPoPPNG OPERATIONS ARE COMPLETE.
2. TOPSOIL WITHIN GRADED AS EAS SHALL BE COMPLETE LY REMOVED AND STOCKPILED ON SITE FOR
RESPREADIMG. ALL UNBURFACEU AREAS DISTURBEO BY ORAOING OPERATION SHALL RECEIVE 61NCHES
MINIMUM OF TOPSOIL CONTRACTOR SHALL APPLY STASILQ,RTpN FABRIC TO ALL SLOPES 3H:1 V OR
STEEPER. IF MORE TOPSOIL IS REQUIRED. THE CONTRACTOR SHALL IMPORT IT. ALL COSTS TO BE
INCLUDED N TURF ESTABLISHMENT.
3. THE CONTRACTOR SHALL GRADE THE SITETOTHE ELEVATIONS INDICATED AND SHALL REGRADE
WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND 15 WELL ESTABLISHED OR
ADEQUATE STABILIZATION OCCURS. CONTOURS SHOWN ARE FOR FINISHED TOPSOIL. ADIUSTMENTSTO
SUBGRADE 15 THE CONTRACTORS RESPONSIBILITY.
4. TH E CONTRACTOR SHALL I NSTALL PROTECTION OVERALL DRAINAGE STRUCTURES FOR THE OU RATI ON OF
CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES
SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND ATTHE END OF CONSTRUCTION TO PROVIDE
POSITIVE DRAINAGE FLOWS.
S. IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE
CONTRACTOR 15 TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY
EXCAVATION.
S. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL
AGENCY OR TO MNDOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE
JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN.
7. THECONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AN D DI RT RISING AND SCATTERING
IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE
METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS
PERTAINING TO ENVIRONMENTAL PROTECTION.
8. MECONTRACTOR SHALL ENSURE THAT PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN
ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE
MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL
MANNER.
9. UNLESS OTHERWISE SHOWN, NO PROPOSED SLOPE SHALL EXCEED FOUR (4) HORZONTALTO ONE(H
VERTICAL. ALL SLOPED AREAS MUST BE PROTECTED FROM EROSION.
ILL PRIOR TO PLACEMENT OF FILL MATERIAL, SCARIFY AND RECOMPACT B' OF EXISTING MATERIAL
11. SPOT ELEVATIONS SHALL TAKE P HECED ENCE OVER CONTOURS AND SLO PES SHOWN. THE CONTRACTOR
SHALL NOTIFY THE ENGINEER OF SPOT ELEVATIONS THAT 00 NOT APPEAR TO BE CONSISTENT WITH THE
COLOURS AND SLOPES.
12. THE CONTRACTOR SHALL ADHERE TO ALL TERMS& CONDITIONS AS OUTLINED IN THE GENERAL PERMIT
FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES,
13, CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITIES AND NOTIFYING THE APPROPRIATE UTILITY
COMPANY PRIOR TO BEGINNING CONSTRUCTION.
FINISHED GRADING AND TURF ESTABLISHMENT NOTES
1. ALL UNPAVED AREAS AND AREAS DISTURBED BY CO NSTRUCTIO N SHALL BE GRADED AS PER PLANS.THE
AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED
AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR
ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CDR RECTED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS W ILL BE SODDED OR SEEDED AND MULCHED AS
SHOWN ON THE EROSI ON CONTROL PLAN.
2 SPOT ELEYATKINS SHALL TAKE P RECEDENCE ME R CONTOURS AND SLOPES SHOWN. THE CONTRACTOR
SMALL NOTIFY THE ENGINEER OF SPOT ELEVATIONS THAT DO NOT APPEAR TOLE CONSISTENT WITH THE
CONTOURS AND SLOPES. SPOT ELEVATIONS AND SPECIFIC PROFILE DESIGNS SHALL BE USED FOR SETTING
ELEVATIONS OF CURB, GUTTER, AND UTILITIES.
3, TOPSOIL SHALL BE PLACE TO A MINIMUM DEPTH OF 6 INCHES IN AREAS BEING RESTORED.
UTILITY NOTES
1. UTILITY MATERIALS AND INSTALLATIONS SHALL COMPLY-1. ALL MINNESOTA STATE DOLT
STANDARDS AND MEET THE STATE PLUMBING CODE.
2. CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER 72 HOURS PRIOR TO CONNECTING TO ANY
EXISTINGUTILITY,
3. THE CONTRACTOR SHALL CONSTRUCT CON CRETE I N LET STRUCTURE, STORM SEWE R, SWALES, RIP
RAP, AND EROSION CONTROLS AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH
ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOIS, MEANS OFTRANSPORTATION AND
LABOR NECESSARY TO COMPLETE THE WORK IN FULL.
4, ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR
SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN
ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OFTHIS
SHEET.
S. THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATgN.
6. DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S
SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT
PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT
SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES
SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS.
7. ALL P IPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S
RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING OF
ANY 0.1. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR
IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER RENDERS IT UNFIT FOR
USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND
IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRALTO RE
EXPENSE,
B. WATER FOR FIRE FI GHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TO
COMBUSTIBLES BEING BROUGHT ON SITE.
9. THECONTRACTOR SHALL KEEP ACCURATE RECORDS FOR ALL ITEMS INSTALLED (TYPE, SIZE,
LENGTH, AND LOCATION ETC.) AND PROVIDE LEGIBLE DOCUMENTS TO THE OWNER WHEN
REQUESTED OR AT THE END OF CONSTRUCTION.
N SHEET
NO.
._ 002
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NOTES
KARTM LAKE STABILZATION
PROJECT
ARDEN HILLS, MN
EXISTING
PROPERTY LINE
—
SETBACK LINE
— — — — — —
TEMPORARY EASEMENT LINE
-----------
PERMANENT EASEMENT LINE
EXISTING CONTOUR
CB
CATCH BASIN
-----«-----«—
STORM SEWER
PP
0
POWER POLE
OVERHEAD POWER
—Lra ucP—
UNDERGROUND POWER
UNDERGROUND
—coNMcaNR—
COMMUNICATION LINE
Q
SIGN
REMOVE BITUMINOUS PAVEMENT
REMOVE CURB AND GUTTER
EXISTING GRAVEL
RIPRAP
PROPOSED
Sf
SILT FENCE
PROPOSED CONTOUR
895.00FG
FINISH GRADE ELEVATION
2�
PROPOSED SLOPE & DIRECTION OF FLOW
RIPRAP
— —
STORM SEWER
—owe—
OVERHEAD POWER
—irca= usP—
UNDERGROUND POWER
STORM MANHOLE
..•
CATCH BASIN
PROPOSED CONCRETE
ESTIMATED QUANTITIES
Item No.
Item
Quantity
Unit
1
Mobilization
1
LS
2
Clearing and Grubbing
1
LS
3
Topsoil Stripping
1
LS
4
Remove Bituminous Pavement
34
SY
5
lRemove Concrete Structure
1
LS
6
Remove Grouted Riprap
1
LS
7
Remove 18" CPP Storm Sewer
1
LS
8
Common Embankment (CV)
100
CY
9
Aggregate Base (CV) Class 5
10
Cy
10
Concrete Inlet Structure
1
EA
11
24" RC Storm Sewer Pipe Class 3
170
LF
12
36" x 22" Arch RC Storm Sewer Pipe Class 3
50
LF
13
36" x 22" Arch RC Pipe Apron
1
EA
14
Storm Manhole 60"
4
VF
15
Storm Manhole 84"
8
VF
16
Connect to Existing Storm Sewer
1
EA
17
Pipe Bedding Material
100
Cy
18
Safety Grate for 36•in Arch RCApron
1
EA
19
Random Rip Rap (Class III)
70
Cy
20
Install Type III Barricade 6' Wide
2
EA
21
Turf Reinforcement Mat Type Category 2
640
SY
22
Filter Log Type Straw Bioroll
100
LF
23
Turf Establishment
1
LS
24
Erosion Control Blanket Catego 3
510
S Yd
25
Silt Fence, Type HI
100
LF
REVISON SHEET
NO. NO.
aRR
I
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LEGEND AND V r
— QUANTITIES
_
K RTH LANE STABHJR 70N
PROJECT
ARDEN WLLS, MN
REVISON SHEET
TOP 974_00
----3fx'6 T:ONCRE7E
ND. NO.
COMPACTED FILL
MIN. BSY. STANDARp—
i f l r
SPLASH PAD
694
PROCTOR DENSRV
EXISTING GRADE (AASHTO T99)
241' PERMANENT POST MOUNTED TVPE 3 I
BARRICADES WITH DOWNWARD V STRIPES I
(BARRICADES AND SUPPORTS SHALL BE REMOVABLE) I
6'WIDE ROVERFLOW
E ON9)/9.a0
"
1
I
I
e" CONCRETE PAVEMENT
_
`
W E
y
I
S
PI PE BEDDING GRAVEL TO
_ I
SPRING LINE, MNDOT 3140
AGGREGATE BEDDING
O
1
P RIM 97200
'
- (INCIDENTAL TO CONSTRUCTION)
_P
—_—
.o. OHP 0
I
o �-�OHP—
_M1
PIPEO.D. UNDISTURBED EARTH
PLAN VIEW 1"=10'
41 MAXMAUM
TRENCHBACKFILLDETAIL -RCP/PVC
s's �6•WALLS
-- MNMTCASTINGNO.716
I
EXTERNAL CHIMNEY SEA
MINIMUM 6-ADJUSTING RINGS
(1Z' MAXIMUM)
TWO RINGS OF
RAM,NEK
PRECAST MANHOLE
IN ACCORDANCE WRH
ASTM C378 AND
MNIDOT PLATE 4007
O-RING GASKET JOINT
PLASTIC M.H. STEPS,
16• CENTER TO CENTER
MNIDOT PLATE 41B0
MORTAR ALL LIFTING HOLES
(TYPICAL ALL MANHOLES)
REINFORCED PRECAST
CONCRETE BASE SLAB
NOTE,
1. IF POLYPROPYLENE PIPE IS USED THE MANHOLES
SHALL HAVE FLEXIBLE RUBBER SLEEVES
INSTALLED FOR APPROPRIATE PIPE SIZES AT NO
ADDITIONAL COST.
STORM MANHOLE
1-11�ffl ME
TWO NEENAH CASTINGS
R-4215 C (34•x34")
TOP VIEW
ENTR C
3VER. 97' x s0• X B•
PRECAST
TOPSLAB
TWO RINC
RAM-NEK
6' x T RECTANGUL
PRECASTSTRUCTi
OF
(A;
97•%6 8- �
PRECAST BASE SLAB
REAR VIEW
4"CLASS5BASF 1
NO.4 BERAR 12INCHES ON CENTER, BOTH WAYS.
PRECAST
Tx 6' INLET STRUCTURE
EL W4.00
III
SIDE VIEW 4" CLASS 5 BASE —
SPLASH PAD
ISOMETRIC VIEW
CONNECTION
TO SWALE
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DETAILS
KARTH LAKE 6TABI-ATION
PROJECT
ARDEN HILLS, MN
A
w
PLAN
HINGED
RIP RAP
1'
NONWOVEN
GEOTEMILE FABRIC
(INCIDENTAL) AGGREGATE CUSHION
(INCIDENTAL)
SECTION A -A
RIP RAP
NONWOVEN —
GEOTEMILE FABRIC
JB CIDENTAL)
AGGREGATE CUSHION
(INCIDENTAL)
SECTION 8-8
RIP RAP DETAIL
x
bf
v ALL GUARDS TO HAVE (1) CROSS BAR,
00- AND UP TO HAVE (2) BARS
EW ALLV SPACED
TRASH GUARD FOR FLARED ENDS
00�
REVISON SHEET
NO. NO.
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DETAILS
-RTH LAKE STABILIZATION
PROJECT
ARDEN HILLS, MN
r I� d/E9%30 (Sr3.09PM
11111/
ll�l�lj l� I
r Ill \I \1 \l\I 1
PAgC o1a,4 IE aeO.Ts to 1PIIp"POCj 11 I Sa\ \ \ li`r'�—'� • --^— S-TI-wc)
CLEAR ANp GRUB 0.00 ACRE r I .•,yl:,
E / Z — N E / 4 r r r �' /I /-. / ; I PROTECT BENCH AND BIKE PATH
CLEAR AND GRUB 0.01 ACRE
REMOVAL OF CONC RETE PAVEMENT. WALL S, ra\ I l /r r`r r�i/rt i�,1/ I ':N iEAE- END TppCl
STEEL POSTS. AND RJCIDENrALCONCRETE OR _ _�� lr 4\ `\
ASPHALT CURB SHALL BE INCLUDED IN — _ l I `\ \ \\ , I
rb,w`,W,4,Wj 2' "REMOVE CONCRETE STRUCTURE"BID REM. \\ `n\j�lj'1
/r'��_\�.=—�-i—\`DTI
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_____________________________________________t
S E 1/ 4
p� r OWNER:D IARARDEN HILLS CORPDRATE LLC
rueeowoaacRv a�EinY®.Esi 1 RMCEL ID:32302aeto0lB
IE. mLi]ouiXlte wq
CLEAR AND GRUB 0.03 ACRE
I
REVISON SHEET
I
NO. NO.
00R
1
I
1
w
I
I
HORIZ'a
Z
I
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Q
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I
Minnesota OOP Ramsey County,
US Foot, NAD83
Z
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.s plepeM Dy maaablerm0'alrect.r
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Pnm Name: �D$A.44Y
Raper CNy
Sipn.tl'
1
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EN HILLS
4283 LnnplonA.e N
s. Peul,Ss nMees -TM
' PADRe'. 9rA
1 EXISTING CONDITIONS
I AND REMOVAL PLAN
I
KARTH LAKE ITAI IU-01
PROJECT
ARDEN HILLS, MN
I roHusou
I CHECKED BY: R. CLAY
2 M
F
JV 2U tD 4' 10 20 30
—L�
30 20 10 V: 10 20 BO
—ER
aErzfL D 12.. aoW]LLB PROPC$ED
PERMANENT EASEMENT 36x22 RCPAPRON.
ELEY 842.00 _ _ -
45CVRIPRAP
E2 N E
CONSTRUCTION LIMITS-,,,,/ —
ALLJOIE
S FALED AND ANDT'ETIED i
SEE DETAILIN ET STRUCRT
TURE
INLET STRUCTURE
RESTORE AND TIE INTO
EXISTING CONCRETE CURB ON
NORTH SIDE OF DRIVEWAY
7---LI6CYCASSSIRIPRAP
STA 0,05 TO o,as \ % ��• STA 2.75
%/ /... CONSTRUCTION LIMITS
\,. ( xi uaa• 1 '— - �i1 ` I -I I 1 I I .1_ F".. $TMN 2 -
OHP k DHP- ' -0NP _ 7 "tlFQ�"'"_` -i� `. ppp fr•' B � P OHP AMj.--�+bi+'P ql DH(
RESTORE AND TIE INTO STMH 1 •� \1 �` ] / ✓'
EXISTING ASPHALT CURB ON •I. 1f1 -� /j CONNECT TO E%E:TNG CPP_ eu pg`
SOUTH SIDE OF DRIVEWAY /
%i
PROTECT ALL REGAINING WALLS
(CONCRETE BLOCKANDTIMBER)
I T
p - SWCENTERLINE
ALE
S E 1/ 4
rca mc. llsroiil PROPOSED -- - __ �! .
uas lFxiSclou .,_rNT u a PERMANENT EASEMEM OwluOa dARaaDENMLteCORPORA-
9a PaRCE11D:22]023FtbPlB
RECONNECT FIM ED END SECTION 15CVCLASSIIIRIP RAP PROPOSED
(COST INCIDENTAL TO a50
COMMON EMBANKMENT) STA. 1,20 TO
12'THICKNESS TEMPORARY EASEMENT
Storm Sewer Profile
.\ `........
..... .............
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FINISHED
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DE PROFILE
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D,DD
REVISON SHEET
NO. NO.
007
NOTE
I. EASEMENTLINES SHALLBEUSED
AS CONSTRUCTION LIMITS UNLESS
SHOWN OTHERW LSE.
W E
HORIZ:�_P
VERT:
Minnesota FPo1 DOT, NAD33 P County,
US pB3
I M1enby u4Ay INY IM1ia Plan, apac4-arepan
=p r�apvb byma ar unJar ary Baw4 xuparvh
antl 4 um L.—PNNu 1Er 1
u-lM 1-of ....1--.
Pam Name: gsj'j€oan aV
Roper Clay�xL"'
Dale: 2Lj¢2L_Llcanu N— x3452
D7-! T�
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92B5 Lavnpru an N
J sl. Paul.M yelxo
�M1wna: 6 1i5 �
GRADING AND
UTILITY PLAN
MIRTH IAKE STABILIZATION
PROJECT
ARDEN HILLS, MN
CANT
LEGEND
—�—>— SILT FENCE
BIO-ROLL
TURF REINFORCEMENT MAT
— EROSION CONTROL BLANKET
® INLET PROTECTION
EROSION CONTROL NOTES:
1. CONTRACTOR SHALL COMPLY WITH ALL SWPPP
RELATED REQUIREMENTS AND GUIDELINES ON PAGE
006.
2. CON TRACTOR SHALL ACCESS THE SITE FROM THE
EXISTING CITY STREETS AND MAINTAIN THEM
ACCORDINGLY, IF FURTHER SITE ACCESS IS NEEDED
CONTRACTOR SHALL CONSTRUCT A TRACK OUT PAD
PER THE DETAILS.
S. CONTRACTOR SHALL INSTALL INLET PROTECTION
MEASURES IN THE STREET IN COORDINATION W ITH
THE STREET CONTRACTOR.
INSTALL SIL
�WuG�Euc 21 ----.
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III.
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4---�—
E I 2 — S E 1
OWNER. S9POIARARDENHILLS0ORPORATEUC55---
PpRCEL ID: ]2N23atODla
RE -SON SHEET
NO. NO.
DDe
HORIZ:a
Will
Minnesota DOD, NADeY Counry�
83
I�.I.�Irw.ln. mna�or ,„
ar�ia.v.al aar. rW I�.nlemleviwulEylnmr
t]Y. $g�Darw 4i.n Ys452
85 L gto 5.. k
A, —k Mrna�a aylA
P.- 651.415.N1%.
Wep'. u8wa w�
EROSION CONTROL
PLAN
KARTH LAKE STABIUZATION
PROJECT
ARDEN HILLS, MN