1629 Lena Ct - Zoning Permit & Plans
LEGEND
EXISTING PROPOSED FUTURE DESCRIPTION
~ ~ SANITARY MANHOLE
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
> > FUTURE SANITARY SEWER
~Ya }0 ~ ~ ~ HYDRANT ti
Da N oa GATE VALVE
~ ~ ~ REDUCER
EXISTING WATERMAIN
--I---S-- PROPOSED WATERMAIN
I i FUTURE WATERMAIN '
® ~ CATCH BASIN
~ n ~ BEEHIVE ~
• o
0 STORM MANHOLE DIFFLE Y ROA D
® D FLARED END SECTION ~
® CONTROL ~ H .,TRUCTURE - _ EXISTING STORM SEWER _
PROPOSED STORM SEWER p
» » FUTURE STORM SEWER o _ 45.48 I
SURMOUNTABLE CURB & GUTTER 44.96 T:44.5 46.00, _ ~ 46.00
B .,TYLE CURB & GUTTER - _ . _ 8:.43.8 +~ArcH Ex. Q1 . _ ~ ---+~arcH Ex. ADJUST CBMH TO M ATCH
BITUMINOUS.
0 I , RIBBON CURB & GUTTER REPLACE CASTING NE - ENAH R 1642.
- -y PHASE LINE ' I I~STALL..CBMH '
EASEMENT LINE ~ _ RI,d. 944.25 . _ , _ _ ' ji
EXISTING 2' CONTOUR LINE > > > > , { , , ~ ~ _ IN~V:~3~.1g 18 . ~ r << P
0 EXISTING 10' CONTOUR LINE ~ Q I 48 DIA, - ~ <<
-~0~ PROPOSED 2' CONTOUR LINE ~ ~ R-3067-VB REMOVE. `-I REMOVE. EXISTING CURB,:.; ~ ~
~ 'l ---e°°-~_ PROPOSE ~ n ~ SAWCUT D 10 CONTOUR LINE I - OUTLET_gB7.0
~ f SAWCUT EXISTING BITUMINO - ~
POND CUTLET LINE I n 44.92 _ _ HWL=900.2 _ _ _ ~ _ REMOVE
POND HIGH WATER LINE I `;I r EX. JUNIPERS
84.3 PROPOSE T:4 4. x D SPOT ELEVATION ~ 'i B612 CONCRETE
i 4D.6 ♦ ♦ ♦ EMERGENCY OVERF ~ ~ ~ LOW n !.I CURB & GUTTER
+ - DELINEATED WETLAND LINE ~
5 i , ; T: 44.5 ~ ~ FEMA FLOODPLAIN BOUNDARY 4" WHITE EPOXY ,
8 B: 43:~ ; ' ' ' ' ' ' ' ' ' • • • • • • • STANDARD EROSION CONTROL . ,
45.36:, , r STRIPPING (TYP,) C~' a
, , HEAVY-DUTY EROSION CON ' TROL \ ~ . s-~
~ ; TREE FENCE " n
~ . RETAINING WALL n _ ~ n : ~ ,
' , r ~ CONSERVATION AREA SIGN ~ , ' 45.88 ,i '~7 1 1 2" BIT. WEA
I
f~ OVE - ~1) WETLAND BUFFER SIGN ~ 24 ~ . T E~(:.TREE
' 46. / R COURSE SPWEA440B ( ) ' BITUMINOUS TACK COAT MNDOT
W . EX. CULVERT _ _ = MArcH Ex. 1 1 2 2357.2) / BIT. BASE COURS SPNWB330B
, f~ ~ ~ oh oh EX. OVERHEAD UTILITY LINES ( ) 6 CLASS 5 AGGREGATE BASE M
t~ t~ EX. UNDERGROU ' n (NDOT 3138} ~ COMPACTED SUBGRADE (MNDOT 2112
ND TELEVISION LINE ~ ~ „ n~ t t EX. UNDER I
GROUND TELEPHONE LINE ~ ~ ~ _ fo fo EX. UND ~
ERGROUND FIBER OPTIC LINE ~ e e EX. UNDERGROUND ELECTRIC ~ 4 --J_
LINE n ~ ~ ~ ,r r_ ~ . ~ PARKING L -
9 g E X. U N ~ ~ ~ < DERGROUND GAS LINE ~ ~ ~ x x EX. FENCE (BARBED WIRE n
OT SECTION ~ (TYPICAL SECTION NOT
Q < ,N„4 ry ,N, ~ TO SCALE}
# - # EX. FENCE CHAIN LINK ~ " " fY ,
EX. ~ o ,y,~ [l FENCE (WOOD) ~ ; "f,,.,~~ ~ r \
00 EX. CAST IRON MO - % ~ ~ ~ NUMENT ~,N~'" i ,,1
■ EX. ELECTRIC BOX ' d n
0- ~ EX. FLAG POLE - i , Q_ 3
~ EX. NATURAL GAS METER ' ~"N I r „
o w ` ' EX. HAND HOLE ' ' Y ( /h r / \ 3 R.
~ EX. FOUND IRON Y ~M PIPE n z E 6 3"R. 1 /2"RAD
~ ~ Q DICIAL SAND MARK U r~ , k s ~ 3" 1 ~ 1/2"R. 3"R. R' 1
3 a
EX. LIGHT POLE 3 ~ ~ MATCH 3 4" p ~
® ~ r~ ~ EX. PK NAIL r. ,N, t` / PER FT. ~ PAVEMENT as
TY POLE - „ Z sv n i ~ , Ew N,,,~,~"p a, , a ~ a 4 as - -
i
M EX. LAWN SPRINKLER VALVE - S 3 i i ~ ~ a i ~ a.
0 > EX. LAWN SPRINKLER HEAD - n ' - ~ ~ Q ~ C d d
o ~ EX. SEMAPHORE
'6 i,,,,~'"' ~ EX. SERVICE 't -o--- » » / - » ~.~.m--- 12 8
X_ X
EX. TELEPHONE BOX - ,
~ : .TEST HOLE ~r
~ EX. TELEVISION BOX NOTE:
WELL ATER WELL FOR MECHANICALLY LAID
EX. MONITORING WELL , ~ CURB, SHOE MAY BE TILTED.
„""""n~~ ® ' EX. MAILBOX - % „~~,H n~~:;~
~ EX. CONTROL POINT ~J ~ B ~ ~ 612 CURB & GUTTER 6612 CURB & GUTTER
° EX. SPIKE ~ (TYPICAL SECTION NOT TO SCALE ~ (OLTFALL) i
~ -R0 ~ s ~ , ~ EX. SIGN
co ~ ~ , ~ 1~>, ~ " ` p EX. CLEANOUT ~ ~
r~ n,
n 5 4 ~ , MA CH EX:' 19 EX, SIGNIFICANT TREE
s ~
' ~ ~ L+''w`' ~ ~ ' ~ Q,,^ EX. TREE LINE ~
r~ , ~ X. TR EX. GRAVEL SURFACE ~ , PREPARED BY PIONEER ENGINEERING PA.
54.1 REMOVE EXISTING CURB.
r«o SAWCUT T , ~ EXISTING BITUMINOUS. _ ~ JOSEPH L. CARSON
61 CU • EX. BITUMINOUS & - , PROFESSIONAL CIVIL ENGI NEl✓R
9 SURFACE v+ll : 7 R (,~'1'P.); e - 44628
~ ~ ~ 54. n: I
EX. CONCRETE f 54.55 REG, N0.
SURFACE ~ riPOUr
~'T - - - ~ ~ ~ 54.2 PETER J. HAWKINSON
i! i'r! i! i!r' i! i'r!7~r!,lili SELECT BACKFLL ~ ~ ~ _ T~POUT ~ ,r PROFESSIONAL LAND SURVEYOR
MATERIAL ~ • 54.02 ~ 42299
' MATC EX. GRAVEL CONST. ~ ' • . • • ' ' v REG. N0.
ENTRANCE - ~ ' ' e _
x ~
n n ; DEVELOPER -
r << .
SPARROW,LLC - ~n-~,
nI ~ , ENA COURT - - 0 15 30 60
EAGAN, MN 55 122
en neerzn CONTACT: TOM JA LONACK -
CIVIL B,tiGINBERS LA\D PLASSFRS L.AN➢$CRVEYORS LANDSCAPE ARC}IITECTS 651-744-0007 GRAPHIC SCALE IN FEET
2422 EnterprlSe Drlve (651) 681-1914 ~ hereby certify that This plan was prepared by Revisions
FaX: 6g 1-94$$ me or under my direct supervision anc'that [ Name bate OS_nRan is Mendota Heiehts. MN 55120 . , _ _ ~ ,
, ,,...._m
am www.pioneereng.com duly Licensed Nrotessional Engineer ~~~e L• Lausui .ptoneereng.com LDi ILL under the laws of the State
of Minnesota Reg. No. 44628 Date 05-06-2014 LOVER SHEET vu-crvv i a s44-~tlCC
p q ILL SPARROW L LC l -11V1L JT 1629 LI B I CENTENNIAL COURT RIDGE 2ND ADD.
EAGAN, MINNESOTA 55122 C I OF I
EAGAN, MINNESOTA
LEGEND
EXISTING PROPOSED FUTURE DESCRIPTION
- ~ o SANITARY MANHOLE
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
Y > > FUTURE SANITARY SEWER I
~ ~Y0 ~ HYDRANT ti
~ N 'a GATE VALVE
~ ~ D REDUCER
EXISTING WATERMAIN
'--'~~-I--- PROPOSED WATERMAIN
I I FUTURE WATERMAIN
- ® ~ CATCH BASIN
® ® B ~ EEHIVE ~
• o S TORM MANHOLE
D ~ DiF ® FLEY D FLAR ROAD
ED END SECTION ® _
0 ® CONTROL STRUCTURE
- EXISTING STORM SEWER
PROPOSED STORM SEWER o _ _ _
» FUTURE STORM SEWER i_ 4 - 5. - _
48 URMOUNTABLE CURB & GUTTER
B-STY - 44.96 T: 44.5 46.00 LE CURB & GUTTER ~ _ _ MATGH.EX. B: 43.8 46.00 ~fiATGH
. EX.
RIBBO ~ I --o-~- _ T: 4: N CURB & GUTTER ADJUST CBMH TO MATCH BITUMINOUS. REPLACE CASTING NEENA -
~ I ~ _ PHASE LINE ~ 6.41,0 ~ - - - - - - - - - - - - EASEMENT LINE ~
I ; l CBMH _ H R 1642.
N.STALL
XISTING 2 CONTOUR LINE ~ > > > _ _ _ n
STING 10 CONTOUR LINE ~ 0 ~ I i
--902 PROPOSED 2' CONTOUR LINE I ~ ? R-3067-VB REMOVE. << REMOVE. Xf
~-"'A0'---~ PROPOSED 10' CONT ~~`I ~ / OUTLET=987.0 OUR LINE I SAWCUT E STING CURE.....
, SAWCUT EXISTING. BITUMINOUS. ' -
- - POND OUTLET LINE ~ 7,p ~ ~
- - - HwL=soo.z _ , ; ~ 44.92 _ f ND HIGH WATER LINE - f'.~ ~ f REMOVE
~F'
~ ' • e z3 PROPOSED SP T: 4 . OT ELEVATION ~ NIPERS Ir B612
CONCRETE
f~ ~ EMERGENCY OVERFLOW - :40.6 =T ~ CURB & GUTTER
0 ;I ; ~ = , - DELINEATED WETLAND LINE
~ 1 FEMA FLOODPLAIN BOUNDARY ~ 5 ~T:44.5 ~ ~ ~ W ~O f; 4 WHITE EPOXY
. STANDA - 6:43.8 RD EROSION CONTROL ~ ~ ~ STR -
~ ; : , .45.36 \ : HEAVY-DU TY EROSION CONTROL ~ i , : 4 4i...'
_ : : ~ ~ TREE FENCE ' V" ti
~ , _ NG WA ~ RETAINI LL y
I - r, _ n ~ CONSERVATION AREA SIGN ' ` ' 45. r
WET, E (1,) LAND BUFFER SIGN ~ ~ . i ~ EX.~ TREE ` 46.24 1 1 2" / BIT. WEAR COURSE
SPWEA440B ( )
. - ~ y EX. CULVERT MATCH ` BITUMINOUS TACK COAT MNDOT 23
EX. OVERHEAD UTILITY LINES - ~ ~ 1 1 2 57.2) / BIT. BASE COURS SPNWB330B ( )
tv tv EX. UNDERGROUND 6" CLASS 5 AGGREGATE BASE M (NDOT 3138) ~ COMPACTED SUBGRADE (MNDOT 2112
TELEVISION LINE t t c+ EX. UNDERGROUND TELEPHONE LINE
to to EX. UNDERG ROUND FIBER OPTIC LINE ~
e ~ e EX. UNDERGROUND
ELECTRIC LINE ~ ~ ~ g 9 ~ i1 ~ _ ~ < EX. UNDERGROUND GAS LINE
~ y ~ ~
X X EX. FENCE BARBED ~ PARKIN G LOT SECTION
( WIRE) n < # Q < ~ (TYPICAL SECTION ,,,,NN,y, ~
NOT TO SCALE)
# EX. FENCE (CHAIN LINK) fY ,,~,Nnnn„~,,,~A, ,,,,~,,,y,,,,v„~. EX. FENCE (WOOD ~ ~ I
) is ~ ! ~ I
0 EX. CAST IRON MONO - W ~ ' MENT C ~ g I`
~ EX. ELECTRIC BOX ,~~~N~ o- 0 ~ ~ f s
EX. FLAG POLE - ! °n ~ ~
~ EX. NATURAL G ~ % AS METER J-°. H~"`~ i r
0 d " EX. NAND HOLE W
EX. FOUND IRON PIPE Y 6 . 1 2"RAD
EX. JUDICIAL LAND MARK Q r 3 R. / M fI 1 '!V 3 R. ~ 1/2„R. 3"R. 1 3
o ~ t~ EX. LIGHT POLE d
® ~ EX. PK NAIL ~ f' » 3 ~ ~ MATCH ' 34 f~ ~ PER FT. ~ PAVEMENT
as
EX. UTILITY POLE „~~'H~ „u„~ ,,,,~,~„~uua~m~,~, sv - ~ ' 3 „~„~AUa~~ ~ I`
a , o -a ---_Q ~
EX. LAWN SPRINKLER VALVE Z ~ , ~ ~ _ ~ a 4 a, is ~ i r a a
2 ^ _ EX. LAWN SPRINKLER HEAD 4 ~ d e I G
~y EX. SEMAPH ORE
~ EX. SERVICE _ a~~'°" » 12 g
EX. TELEPHONE BOX ~ i
. EX. TEST HOLE '
X. TELEVISION BOX , WELL ~ NOTE:
, , ,,,,~,,,,u,,,,,,,,~,,,,, ° EX. WATER WELL y ~ ~ FOR MECHANICALLY LAID
EX. MONITORING WELL CURB, SHOE MAY BE TILTED.
t~ ;,,u,,,,,,,,~ ,,,~~a ® - , EX. MAILBOX ~
~ ~ ' ~,u,,,,,,,,~ ,,,~~a „ Nti
i ~ EX. ~ ~ ,,,a,~ CONTROL POINT ~ A t ~,ua,,, ~ B ~
612 CURB & GUTTER 6612 CUR 6 & GUTTER
a I EX. SPIKE 1,,, S (TYPICAL SECTION NOT TO CALE) (OUTFACE
i ' BI -RQ EX. SI ~ ~ ~ GN
co s
~ ~ . f~ n / ~ ~ 1
n 5 4 ~ MAC EX. SIGNIFICANT T H,~EX.• 1g REE ,
• s
} EX. TREE LINE ~ ~p,
- M~VE' ) 2 ~ °
EX. GRAVEL SURFACE ' PREPARED BY PIONEER ENG[NEERING PA.
S ~j~Q'0, 54.1 REMOVE EXISTING CURB.
TIPO T , SAWCUT EXISTING BITUMINOUS.
EX. BIT 61' CU OMINOUS JOSEPH L. CARSON
SURFACE ~ ~ ; PROFESSIONAL CIVIL E NGINEER
. - 41t ~ ~ S~ 54 ~ ~ ; , 44628
EX. CONCRETE REG. N0.
~ 54. ' ` SURFACE ~ 55 ' TiPOUT
- - - - - I-.~ I : _ I r2 PETER J. HAWKINSON
SELECT BACKFIL MATERIAL I--~` j > PROFESSIONAL LAND SURVF .YOR
< < 54 • ~ .02 42299
' MAC EX. ~ ~ GRAVEL CONST. ; ~ REG. N0.
, ENTRANCE
e ~ V
DEVELOPER
n <<
SPARROW ,LLC
- 1629 LENA COURT
EAGAN, MN 55122 o i5 so so
en ineerz CONTACT: TOM JALONACK
CNIL EVGISGFRS LARD °L~,ASFRS LAUD SLRVEYORS LANpyCAPE ARCHITF,CTS 651-744-0007
2422 Enterprise Drive (651) 68] -1914 I hereby certify that this plan was re ared by GRAPHIC SCALE IN FEET
P P Name Revisions Mendota Heights, MN 55120 Fax: 681-9488 me or under my direct supervision and that [ , , n
, , , ,
wwwponeereng.com dill a uw Licensed Professional Engineer eosepn L. Larson IV-1 -oa-!u 4 under the laws of the State of Minnesota Reg. No.
44628 Date 05-06-2014 Designed JLL 00-ENG-I 13244-SHEET-CIVIL
e , COVER SHEET 014 Pioneer Engineering, P.A. Drawn JLL SPARROW, LLC T
1629 LEN A B I CENTENNIAL COURT RIDGE 2NDADD.
EAGAN, MINNESOTA 55122 C 1 OF I EAGAN, MINNESOTA
For Office Use EAGAN Permit#: _______ _
Date Received: _____ _
Staff: ________ _
3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5685 I FAX: (651) 675-5694 planning@cityofeagan.com
ZONING PERMIT APPLICATION □Please identify improvements on a scaled site plan drawing that shows lot lines, structures, and existing
conditions.
For projects involving significant land disturbance, a Stormwater Management Permit and collection of security
may be required.
Property
Information
Contact
Type of Work
Planning
Site Address: 1629 LENA CT
Owner Name: Sparrow LLC
Name: Thomas Jalonack Phone: C# 651-774-0007
Address: 12709 Fontana St City/State/Zip: Leawood, KS 66209
Applicant Signature: 6�1;r k --. ,>;-,c�: Date :April 4, 2022
Email address: Sparrowllc@aol.com
□Retaining Wall <4 feet □Driveway □Shed□Patio □Sport Court □Other:□Sidewalk Ii Fence
Description of work: Build a screening fence to hide a grease storage container. Approx 4ft.
Setbacks, hard surface coverage, shoreland zoning, bluff zone/setbacks, etc.
Approved / Denied Date: Staff:
Notes:
Revised Plans
Approved: Yes/ No Date: Staff:
Engineering Grading, drainage, utility easements, wetlands, erosion control, improvements in the Right-of-Way, etc.
Approved / Denied Date: Staff:
Notes:
Revised Plans
Approved: Yes/ No Date: Staff:
Comments
You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at
www.cityofeagan.com/subscribe.
CALL BEFORE YOU DIG. Contact Gopher State One Call at (651) 454-0002 or www.gopherstateonecall.org for protection against underground utility damage.
Contact Gopher State One Call 48 hours before you intend to dig to receive locates of underground utilities.
Screen fence to match gate materials on existing trash enclosure.
Ensure appropriate spacing or clearance from utility box.
Keep grease container cover closed at all times.
Clean up spills promptly to prevent grease from washing into storm sewer.
4/12/22
175739
- Grease containerfence enclosure.REVIEWED4/12/22175739
REVIEWED4/12/22Ensure appropriate spacing or clearance from utility box.175739
175739
175739
175739
1
Pam Dudziak
From:sparrowllc@aol.com
Sent:Sunday, April 3, 2022 8:23 PM
To:Pam Dudziak; rruiz24@live.com
Subject:Re: 1629 Lena Ct - Eagan
Attachments:DSCN1931-1.jpg; DSCN2537-1.jpg; DSCN2843-1.jpg; Zoning Permit Application.pdf;
CentennialRidge-SitePlan (1).pdf; Drawing Proposed Grease Bin Storage Area.pdf
Hi Pam,
The current location for the grease storage bin is within the Recycle bin and be-hind the dumpster.
We need a larger storage bin for the recycle material; that is why I am asking permission to relocate the grease bin.
The grease bin is a self-contained storage unit with a lid, and it is pumped out regularly. If need-be an absorbent material
could be placed at the base of the grease storage bin, within the new enclosed area.
I have highlighted and arrowed the spot on the property (Site Plan) where the grease bid would be located; please see the
PDF file attached. Also attached is the Permit application, an area drawing, and three pictures.
I have also included Ramon Ruiz from Andiamo restaurant in this email, in order to keep him abreast of what is being
discussed.
6 Attachments
Please
Best Regards,
Tom Jalonack
Sparrow LLC
C# 651-774-0007
-----Original Message-----
From: Pam Dudziak <pdudziak@cityofeagan.com>
To: sparrowllc@aol.com <sparrowllc@aol.com>
Sent: Fri, Apr 1, 2022 4:43 pm
Subject: 1629 Lena Ct - Eagan
Hi Tom --
I understand Andiamo inquired about adding an enclosure for a grease container next to the existing trash dumpster
enclosure on this property. We received the attached photos with the inquiry, and I have attached a Site Plan of the
property from our files.
Please complete the attached Zoning Permit application and indicate on the Site Plan where the enclosure will be
placed. Include the photos and more information about how the enclosure will be constructed and what the walls/gate will
be made of, and email all of that back to me.
Where is the grease container currently kept? I would have a question about spill containment and runoff containing
grease going into the storm sewer. Once I receive the Zoning Permit application, I can share the proposal with other staff.
If you have any questions please let me know. I am best reached by email, but you can also call me at the number below.
Thank you,
Pam
175739
2
Pam Dudziak
Planner
3830 Pilot Knob Rd | Eagan, MN 55122
Office: 651-675-5691
https://www.cityofeagan.com