HomeMy WebLinkAbout6.b. Receive Feasibility Report / Order Public Hearing, West Ridge 3rd Addition, City Project #195 . �,�a r.�� �,
��
*�******�r*�*******************MEA10***�r**�*****�r**�r********,�****�*****�r****,r*****
DIiTE: FEDRUARY 15, 1989
TU: MAYOR & COUNCILMEMBI"sR.S
C/0 CITY ADMINISTRATOR JILK
FROM: CITY ENGINEER/PUBLIC WORKS DIRECTOR H�FTI
' RE: ITEMS FOR FEBRUARY 21, 1989 COUNCIL MEETING
i
NEW B17SINESS �
� Receive Feasibility Report/Order Public Hearing,Praject 195
i
West Ridge 3rd Addition Improvements
, ,
i
Attaehed is a feasibility report prepared by our consulting engineers in response
' to a 100% petition by the developer of the West Ridge 3rd Addition. The
j feasibility study recommends the project is feasible from an engineering
; ' standpoint.
�
;
The recommended date €or public hearing would be March 21, 1989 at 8:OQ p.m,
E
� , Recommended action for Council to consider is to adopt the attached resolution
i ' receiving the feasibility report and ordering the pub],ic hearing for March 21,
i 1989 at 8sOQ p.m.
i
�
_ _ __ :_ . __ _ _ _ _ _ _ �
�
�
�
�
�
� FEASIBILITY STUDY
FOR
UTILITY AND STREET CONSTRUCTION
� IN
WEST RIDGT 3RD ADDITION
ROSEMOUNT, MINNESOTA
� CITY PROJECT NO. 195
February 21, 1989
� SEH FILE NO: 89137
'�
�
�
� I hereby certify that this report was prepared
by me or under my direct supervision and that I
am a duly Registered Professional Engineer under
� the laws of the State of Minneso a.
�
� DATE: February 21, 1989 REG. NO. 12691
REVIEWED BY:
� DATE:
�
�' -
�'
�
�
-
-
� ENGINEER51/IRCHITECT51 PLANNERS 222 EAST LITTLE CANADA ROAD,ST.PAUL,MINNESOrA 55117 612 484-0272
�
�
February 17, 1989 RE: ROSEMOUNT, MINNESOTA
WEST RIDGE 3RD ADDITION
� STREET AND UTILITIES
CITY PROJECT NO. 195
SEH FILE NO: 89137
�'
� City of Rasemount
2875 145th Street West
Rosemount, MN 55068
�
Attn: Rich Hefti, Director of Public Works
� Gentlemen:
In accordance with your authorization we have prepared the
� attached feasibility report for utility and street construction
in West Ridge 3rd Addition. This report discusses sanitary
sewer, watermain, drainage and street improvements, and provides
cost estimates for each.
�� We find this im rovement to be feasible and recommend that it be
P
constructed in general compliance with' the provisions of this
� report.
We would be pleased to review this report with you in detail.
�i Sincerely,
SHORT-ELLIOTT-HENDRICKSON, INC.
�
� Steve Campbell
SDC/cih
�
�
SHORT ELLIOTT SL PAUL, CHIPPEWfI FALLS,
HENDRICKSON INC. MINNESOTA WISCONSIN
�
�
�'
ERECUTIVE S[JNIlKARY
�
� City Project 195 provides for the construction of sanitary sewer,
watermain, storm sewer and street facilities in West Ridge 3rd
Addition. This development consists of 41 single family
� residential lots and is located in the southwest quarter of
Section 31 adjacent to West Ridge 2nd Addition and the Apple
� Valley corporate limits.
� The pro,ject includes approximately 2, 200 feet of sanitary sewer;
2, 500 feet of watermain; 2,350 feet of storm sewer; and 2,400
� feet of street construction. The total estimated project cost is
$490,000. Of the total, $454,000 will be recovered through
assessments, $27,000 will be obtained from the Sanitary Sewer
� Core Facility Fund, and the remaining 59,000 will be recovered
from the Storm Sewer Core Facility Fund. The project is
�, scheduled for construction during the 1989 construction season.
�
�
� .
�
�'
�
�
� -
■
�
�
PART 1 - INFORMATION
�
1.1 AUTHORIZATION �
� On February 2, 1989 the City of RoSemount, upon petition by
the owner, authorized the preparation of an engineering
� feasibility report for utilities and street construction in
West Ridge 3rd Addition. This project has been designated
� as City Pro�ect No. 195.
1.2 SCOPE
� The ur ose of this re ort is to determine the engineering
P P P
feasibility of this pro�ect based upon a review of the data
�` available, and to rnake recommendations and provide cost
estimates for the construction of sanitary sewer, watermain,
� storm sewer and street facilities in West Ridge 3rd
Addition.
�
1.3 DATA AVAILABLE
Information and materials used in' the preparation of this
� report include:
1. Preliminax�y plat of West Ridge 3rd Addition (January
� 23, 1989) .
2. Preliminary street grades for West Ridge 3rd Addition
�, (January 23, 1989) .
3. PUD Concept Plan for Rosemount West (January, 1986) .
4. Utility Study for Section 31 (December, 1978) .
�' 5. City of Rosemount Topographic Maps.
6. City of Rosemount Construction Record Drawings.
�
�
�
� _
� Part 1 - 1
�
� •
PART 2 - GENERAL BACKGROUND
�
2.1 LOCATION
� The project area is located in the northwest quarter of the
southwest quarter of Section 31 and lies immediately north
� of West Ridge 2nd Addition and adjacent to the Apple Valley
corporate limits as shown on Drawing No. 1.
�
2.2 PROJECT AREA
� West Ridge 3rd Addition consists of 41 single family
residential lots, an outlot consisting of 7 lots for future
development, and rights-of-way for 5egments of Danville
� Avenue, Upper 156th StrQet West, Dapple Court, Dapple Circle
and Darling Path. This is the third phase of the West Ridge
� PUD.
� 2.3 ADJACENT PROPERTY
The project area is located immediately north of West Ridge
� 2nd Addition. Street and utility construction in West Ridge
2nd Addition was completed in 1988 under City Project No.
167, Contract No. 1987-6.
�
2.4 SITE CONDITIONS
� The pra�ect area is currently used for agricultural
purposes. In: accordance with City requirements, all street ,
� and site grading will be completed by the developer in
accordance with the master grading plan submitted in the
approved PUD. The required street grading includes core
� excavation of all plastic (non-suatable) materials within
the roadway area and replacement with granular (suitable)
� materials. ,
� The portion of the pro�ect area within the 'banville Avenue
right-of-way currently exis�s as a utility easement and has
� been preliminarily graded. The easement contains an inplace
� Part 2 - 1
�
� 10" r n stub within the southerl 125' and an in lace
sewe a d y P
12° watermain along the entire easement.
�
� -
�
�
�
�
�
�
�
�
�
�
�
� -
�;
�' -
Part 2 - 2
�
�
� n i n to the north
West Ridge 2nd Addition. Future exte s o s
will be made from proposed stubs on Darling Path and the
� northeast corner of Lot 9, Block 2.
� The proposed facilities will also include the extension of
1" services 15 feet into each lot from the proposed mains.
�
3.3 DRAINAGB
Proposed drainage facilities within the pro�ect area are
� shown on Drawing No. 4. These facilities include the
construction of 18" through 30" storm sewer along Upper
� 156th Street and Danville, and the extension of 18" and 15"
lines into Blocks 2 and 3 respectively to facilitate
� backyard drainage. Inlets are proposed at the intersection
of Upper 156th Street with Danville, Dapple Court/Circle and
� Darling Path. The proposed 18" sewer on Darling Path will
be extended in a subsequent phase of the West Ridge
development.
�
Also included in the improvement is a proposed southeasterly
� extension of a 30" and 36" discharge line outside of the
pro�ect area as shown on Drawing No. 5. These facilities
� extend through a future West Ridge development phase to an
existing City storm water retention pond.
�'
3.4 STREET CONSTRUCTION
The construction of standard City streets is proposed as
� shown on Drawing No. 6. The proposed streets are 30 feet
wide between curb faces and are loeated within 60 foot
� rights-of-way. The proposed street section consists of a 2"
bituminous wearing course and 2" bituminous binder course
� placed over a 6° aggregate base with design D418
(surmountable) concrete curb and gutter. This section
assumes that a granular subgrade will be provided by the
� developer. The developer will also be responsible €or the
restoration af the boulevard areas as a part of the final
� lo� development.
Part 3 - 2
�
�
� _
The street facilities will also include the construction of
� 6 foot wide concrete sidewalks along both sides of Danville
Avenue and along the north and east sides of Upper 156th and
�_ Darling Path respectively.
� 3.5 LIGHTING
The street lighting system within West Ridge 3rd Addition
� will be provided by the local electric utility (Dakota
Electric Association) as a part of the extension of service
into the project area. Provisions for electric service
� should be coordinated by the developer. Installation of the
- system should not occur until the street construction is
� completed.
� 3.6 EASENIENTS
A 10 foot utility easement wiil be required along either
� side of the cornmon iot lines of Lots 9 and 10 of B1ock 2,
and Lots 7 and 8 of Block 3 for the installation of the
proposed watermain facilities. Ten foot easements will
� likewise be required along the common lot line of Lot 7,
Block 3 and Lot 1, Block 1 of West Ridge 2nd Addition.
�
Ten foot utility easements will also be required for storm
rsewers along either side of the common lot lines between
� Lots 16 and 17 of Block 2 and Lots 2 and 3 of Block 3.
� Easements will also be re uired outside of the project area
q
for the installation of the proposed storm sewer discharge
` line through the future West_ Ridge development phase to the
City retention pond. These easements should coinaide with
� future streets and lot lines in the development.
�
�
� Part 3 - 3
�
�
PART 4 - FINANCING
�
4.1 COST ESTIMATES
� Detailed cost estimates for all improvements proposed herein
are included in the Appendix of this report. These
� estimates are based on pro�ected 1989 unit costs and inalude
allowanoes for contingencies ( 10$) and anticipated overhead
� costs (20�) . These estimates do not include any costs for
street or site grading or easements which will be required
of the developer as a part of the Devel;opment Contract with
� the City.
� A summary of these costs is as followst
Sanitary Sewer $115,000
� Watermain 95,000
Storm Sewer 120,000
Street Construction 160,-000
Total $490,000
�
4_2 ASSESSMENT AREA :
� The following parcels of land is located within the pro�ect
area and is sub�ect to assessments to recover the pro,ject
� COStS.
West Ridge 3rd Addition
� Block l, Lots 1 through 7
Block 2, Lots l through 18
Block 3, Lots 1 through 16
� 4.3 COST RSCOVERY
4.3.1 Core Facilities
� The estimated cost of the extra depth and pipe
diameter of the 10° sanitary sewer, and the extra
� cost of the gipe diameter of storm sewers in
excess of 24 inches are considered to be Gity core
� facility costs. These costs are not assessable to
the pro�ect area but can be recovered from the
� - respective Core Facility Funds. With sstandard
� Part 4 - k
�
� nces these costs
contingencies and overhead allowa ,
are estimated to be $27,000 for sanitary sewer and
� $9,000 for storm sewer.
� These costs are calculated as the differential
unit cost of the core facilities from the standard
� residential sewers and are based on the following
estimated unit costs.
� ITEM NO. DESCRIPTION UNIT UNIT PRICE
0256.408 8" PVC, 10'-12' DEEP L.F. $ 13.00
� 0256.610 10" PVC, 16' -1$' DEEP L.F. $ 23.00
� 0256.610 10" PVC, 18' -20' DEEP L.F. $ 26.00
0256.610 10" DIP, 20' -22' DEEP L.F. $ 34.00
� 0256.610 10" DIP, 22' -24' DEEP L.F. $ 37.00
0256.610 10" DIP, 24' -26' DEEP L.F. $ 40.00
� 0258.424 24" RCP STORM SEWER L.F. $ 28.00
0258.430 30" RCP STORM SEWER L.F. $ 33.00
� ° L.F. $ 42.00
0258.436 36 RCP STORM SEWER
�
The sanitary sewer calcuLation is as follows:
� ITEM UNIT PRICE
NO QUANTITY UNIT DIFFERENTIAL AMOUNT
0256. 610 98 L.F. X (23-13) $ 98�.00
� 0256.610 577 L.F. X (26-13) S 7, 501.00
� 0256.610 140 . L.F. X (34-13) $ 2,940.00
0256.610 173 L.F. X (37-13) $ 4, 152.00
� 0256.610 167 L.F. X (40-13) $ 4, 509,00
Subtotal $20,082.00
� +i0$ Contingencies 1, 918.�0
Estimated Construction Cost 522,000.00
+2p$ Overhead & Engineering 5,000.00
� - Total Estimated Cost $2?,OQ0.00
Part 4 - 2
� ,
� I,
�
� The storm sewer calculation is as follows:
� ITEM UNIT FRICE
NO QUANTITY UNIT DIFFERENTIAL AMOUNT
0258.430 767 L.F. (33-28) S 3, 835.00
� 0258.436 230 L.F. (42-28) S 3, 220.00
� Subtotal S 7,055.00
+10� contingencies 945.00
Estimated Construction Cost $ 8,000.00
+20� Overhead & Engineering 1,000.00
� Total Estimated Cost $ 9,000.00
� 4.3.2 Assessments
After the core facility cost has been subtracted
from the total estimated cost of the pro��ct, .the
` remaining assessable amount is $454,000.
� Spreading this amount over the 41 lots in the
project area, the total estimated assessment 'xate
� for each lot is 511,073.
� 4.3.3 Summary -
Assessments $454,000
Sanitary Sewer Core Facility Costs = 27,000
� Storm Sewer Core Facility Costs = 9,000 -
Totai $490,000
�
�
�
� `
� _
� Part 4 - 3
i
1
PART 5 - PROJECT SCHEDULE
�
The proposed schedule for this improvement is listed below. This
� schedule is based on the provisions of Chapter 429 of the
Minnesota Statutes. It assumes that all elements of the improve-
� ment, including developer obligations are completed in a timely
manner.
�
Receive Feasibility Report February 21, 1989
� Hold Public Hearing March 21, 1989
Approve Plans & Specifications March 21, 1989
Receive Bids April 14, 1989
� Award Contract April 18, 1989
� Begin Construction May, 1989
� Complete Construction August, 1989
Hold Assessment Hearing Spring, 1990
� First Payment Due with Taxes May, 1991
!
1
1
�
�
�
1
� _
� Part 5 - 1
�
�
ESTIMATE OF COST
� SANITARY SEWER
WSSTRIDGE 3RD ADDITION
CITY PROJECT NO. 195
� ROSEMOUNT, MINNESOTA .
� UNIT
ITEM
NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT
� 0256.408 8" PVC, 10' -12' DEEP L.F. 1,022 $13.00 $ 13,286
0256. 610 10" PVC, 16' -18' DEEP L.F. 98 23.00 2,254
� 0256. 610 10" PVC 18' -20' DEEP L.F. 577 26.00 15,002
.
� 0256.610 10" DIP, 20' -22' DEEP L.F. 140 34.00 4,760
0256. 610 10" DIP, 22' -24' DEEP L.F. 173 37.00 6,401
� 0256.610 10" DIP, 24' -26' DEEP L.F. 167 40.00 6, 680
0256.701 STD MH, 8' DEEP EACH 9 950.00 8, 550
� 0256.702 EXCESS DEPTH STD MH L.F. 82 75.00 6, 150
0256.706 MH DROP SECTION L.F. 30 125.00 3, 750
� 2 1 " X 4" PVC WYE EACH 19 40.00 760
0 56.80 8
I0256.801 10" X 4" DIP TEE EACH 22 80.00 1,760
0256.803 4° PVC SERVICE L.F. 1,980 6.00 ' 11,880
� 0256.805 4" DIP RISER L.F. 260 25.00 6, 500
0256.900 CONNECT TO EX. SEWER EACH 2 300.00 6Q0 '
� SUBTOTAL $ 8$,333
+10$ CONTINGENCIES 6,667
� ESTIMATED CONSTRUCTION COST $ 95,000
+20$ OVERHEAD & ENGINEERING 20,000
TOTAL ESTIMATfiD COST $115;000
� :
�
� -
S
�
�
ESTIMATE OF COST
� WATERMAIN
WESTRIDGE 3RD ADDITION
CITY PROJECT NO. 195
� ROSEMOUNT, MINNESOTA
�
ITEM UNIT
� NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT
0257.406 6" DIP WM, CL. 52 L.F. 1,319 514.00 $18,466
� 0257.408 8" DIP WM, CL. 52 L.F. 1,208 18.00 21, 744
0257. 606 6" R.S. GATE VALVE
� AND BOX EACH 7 400.00 2, 800
0257. 608 8" R.S. GATE VALVE
� AND BOX EACH 3 550.00 1, 650
0257.630 FITTINGS LESS THAN 12" LB. 1, 100 1.25 1,3'75
� 0257.640 FIRE HYDRANT EACH 6 900.00 5,400
0257.710 1" COPPER SERVICE L.F. 2,200 6.00 13,200
� 0257.730 1" CORPORATION EACH 48 30.00 1,440
0257.740 1" CURB ST�P EACH 48 80.00 3, 840
� 0257.801 12" PRESSURE TAP EACH 2 1, 500.00 3,000
� 0257.903 CONNECT TO EXISTING
WATERMAIN EACH 2 20Q.00 400
SUBTOTAL 573,315
� +10$ CONTINGENCIES 6, 685
ESTIMATED CONSTRUCTION COST $80,000
+20$ OVERHEAD & ENGINEERING 15,000
� TOTAL EST�MATED COST $95,000
� `
�
'�
�
�
�
ESTIMATB OF COST
� STORM SEWER
WESTRIDGE 3RD ADDITION
CITY PROJECT NO. 195
� ROSEMOUNT, MINNESOTA
ITEM UNIT
NO. DESCRIPTION UNIT QUANTITY PRICE 1�MOUNT
� 0258.401 12" RCP CB LEADS L.F. 205 $18.00 $ 3, 690
0258.402 15" RCP CB LEADS L.F. 85 20.00 1,700
� �� 19.00 2 755
0258.415 15 RCP STORM SEWER L.F. 145 .
, 0258.418 18" RCP STORM SEWER L.F. 360 23.00 8,280
025$.421 21" RCP STORM SEWER L.F. 516 26.00 13,416
� 0258.424 24" RCP STORM SEWER L.F, 36 28.00 1,008
0258.430 30" RCP STORM SEWER L.F. 767 33.00 25,31I
�
0258.436 36" RCP STORM SEWER L.F. 230 42.00 9,66C?
� 0258.515 15" APRON W/TRASH
GUARD EACH 1 500.00 500
� 0258. 518 18" APRON W/TRASH
GUARD EACH 1 550.00 550
0258.536 36" APRON W/TRASH
� GUARD EACH 1 1,075.00 1,075
0258. 603 MANHOLE, TYPE B L.F. 72 125.00 9,00�
� 0258.704 CATCH BASIN, TYPE X L.F. 55 110.0,0 6,050
0258.705 CATCH BASIN, TYPE Y L.F. 25 130.00 3,250
�
0258.801 R 1733 MH CASTING EACH 12 190.00 2,28�
� 0258.808 R 3067 CB CASTING EACH 15 225.00 3,375
0258.920 RANDOM RIPRAP CL. II
W/GEOTEXTILE FABRIC C.Y. 14 45.�0 630
�
SUBTOTAL $' 92,480
+10$ CONTINGENCIES 7, 520
li ESTIMATED CONSTRUCTION COST $100,000
+20$ OVERHEAD & ENGINEERING 20,000
TOTAL ESTIMATED COST $120,OOQ
� -
'
'
�
ESTIMATE OF COST
� STREET CONSTRUCTION
WESTRIDGE 3RD ADDITION
CITY PROJECT NO. 195
� ROSEMOUNT, MINNESOTA
�
ITEM UNIT
NO. DESCRIPTION UNIT QUANTTTY PRICE AMOUNT
� 2105. 501 COMMON EXCAVATION C.Y. 1,000 $2.00 $ 2,000
2105.521 GRANULAR BORROW (LV) C.Y. 1,000 3.00 3,000
�
2111.501 TEST ROLLING R.S. 24 30.00 72�
� 2211. 503 AGG. HASE PLACED,
CL. 5 C.Y. 880 10.00 8,800
2331.504 BIT. MAT FOR MIXTURE TON 4$ 150.00 7,200
� -
2331. 514 BINDER COURSE MIXTURE TON 960 13.00 12,4$0
� 2341. 504 BIT. MAT FOR MIXTURE TON 58 150.00 8,7Q0
2341. 508 WEARING COURSE MIXTURE TON 960 14.00 13,440
# 2112.501 SUBGRADE PREPARATION R.S. 24 100.00 2,400
2504. 602 ADJUST GATE VALVE BOX EACH 9 100.00 900
, 2506.522 . ADJUST FRAME AND
RING CASTING EACH 24 130.00 3, 120
� 2521.501 4" CONCRETE WALK S,F. 9, 600 3.00 28,$00
� 2531.501 CONCRETE CURB & GUTTER,
DES. D418 L.F. 4,800 6.00 28,800
2554.501 PERMANENT BARRICADES L.F. 32 30.00 960
� SUBT�TAL 5121,320
+10$ CONTINGENCIES 13, 680
� ESTIMATED CONSTRUCTiON COST $135,000
+20$ OVERHEAD & ENGINEERING 25,000
TOTAL ESTIMATED COST $160,000
�
� -
�
:� � � � � � � � � �� I � � � y �
� I w
.. . , � �� � . .� i. �� � 4z �z 43F
. � la � 143RD SiREET W ' j� �
f oio-ao / I F� .
. � � � � � ; � � . �w o �. s -. i `��� �
. . . N - 013-31 � �U'� 2 5 t0 T 2S' ��0�� II '..S `�,'Y F- 5 . I � .
< � � 1R E - .. �
' � -P
� ' ^ o ' �O '0 Q UPPER 15 143 R� 5 � x .
. . Now-aa . 'I o o - . .. zo. ,�e/ �Pe.. - .
� �
. � o io Y�z� . c
� �j u 144 TH ST� .
¢ Q2 2"
. , . . � � ` � � ��20. ' � . .
� � a �144To STREET � �
. . . i . g �� 2. .
U A
. . '+P . . �,_ ��! .
ow-u _ �
I'�� o s � 145 TH- STREET U ��o zi c� i Ll..L1-1.-L :
� � ,uP �R ooy o -- . _____ ow e P ey __ . . . .
i 3 � � 14 TH'/ �2�oao-sa i . . . oio�si . o�°��, > n .
I� �:� , � I 012-80 OS � / 3 ' -
. . � i. w � 3 z �STREET W. / 2 i - oia-ee � � .
. °� WB z� n 3 L_—_ , i�/i ia9,..,. sa az5�"z 5146�TH STREETE .
� ' _. � �.j ' � �� 'ae o :
� w w s y� a os °��i� �w �'4 z , ..�
3 ��p 3� �� Q -a z,l -eo �e� i ..� 50. � �� 2 i i.
� _ � �s .Qr �oia-eo �i --•A � o�
5 jN '�.s.'�S6 ° . i� 6146TH ST.� 'Wo�o ,'/ �LO E��. 147TH�� T .
; iz
0
� 3
aT�vT�e z �.z � g�� e .,a ..: �Q ; . I, .� 5.,. .LO R:�
� � I UJ : > ' > 2 1i� �4 / is'r. � . . e�.�O .� �W . .2 a 5 3� 6 i fi �.�:, 2 3 .' ' B � .
., � :.� 9a a o . W_. f � . ° � 3a n�147 TH ;;. z� ��ST W'.� s 147 TH`� �STREET W.� 1. _ I .
/ / '2 io�, �,I �� ' � 2 a �
I o � w . � ��o� � � 5 � r � z ��o� 3 � z � �a` I
�-2 F J 5 i0 j Z.: 3 I '�p 28 � �� 5 i I d ' � � , p`�y1 I
I o '� � J �5 ._�` a b :�d.s i / '6.i ',3>� UPPER',147�TH ST.::�'ZV:' �f"�oo�,a
. . U r Z ' Q � . .0 \q� 25 � 5 r 146jIH.:, f �ip � �' � e�t��
' -.o po �s�9 hti'I > � zs e � ��.z� rz "s r.....6-p 3 �3 .
� � . ��. .Z z y� � �E '�, a �zi _ �s g ` ,23� '': �.s �o-�. i �x �148TH STREET�W �� � . � .
s ' � ' w
; UPPER � , z .. a/' ,,• � � �� Q w 3 . uPPER'i48Tr, S7. w.!3. � ' � >. ��.
. . '3 � �i c �l P � a a zo Q . �� -o z � � ° y'1..6 12s'�.z i3 � � Q� ¢� . . �
. ..� 14 . 3 �i 'a z "i � zo a �6 � . 4� -�d„6 < � ��o }_r-�� o�z v u� .
. . I� ti � � . �Y Q 'u �� � °� '�3 149 TH ST W. �� � s n "� (149 TH ST�� Q �'J .
.. � � - oh. ,�'L 4�A :Q �J 5 J .IS p F- U a �a 33 ... � ' as e �� ' Qo z w �
::. � a 3a z z a z� -1 z . ��� ( uapER '� = 4 �9',5 �`.
� o6o-5z a o� � ��i� a ' � � � � i5 3 �/ . I � 149 13 p� 5� p. a
� . /�� �Ory I$E12TH�ST e i2 w � is w 5 .° � �JPPER 149TH ST�5 W. � Tf1 S .�W �OWER 150 TH 5 � .
�
; . 5 ��oic-sa� : 5 2 � 31 s UPPER I49TH 5 �8 � B� . . .
� oj�- '3�. zq,.a 3 �a C .A. H. N0. i� 42 6 9 2 -'3 s � � � �s . z 6 0 , .
�� � � � . . . r � I . �"W. �� � ��
i �
i. I i . z ,! 2 z. .. .
. . I� ' . . . � .
. ' oi0-ii � 3 -�Q �I.� 4 . ..
. � � Dio-�5 I IST � 3 . .
� SrR 4 � --
�I z
.. . . . . . oio-oi �� i T a
� ��
. � . . . . . . � oio-oe 2 . 3� . ��4 . .. .
. �. . . . . . .. � .� . � .z . ..
OII-25 . �a �.ISZN�$SCT 3 z . '\ 3 Q. �
�� � � CARROUSE 4 .
. , IN� IS. 3 i0 . � . . Q � � .4 � .
. . 2 ' ' \ . � J/ � .
. s� 153RD��ST W. � zs � o� d' / �
� . . I � . . ' � . . w 6 � .:. 5 0 . . � .
I 5 4 . � ^� � ��
iI' � ' Z Z N
, 9 3�s4 rH sr W> > I,' �
5 � II-I] a N . O j "
3 g �
�PROJECT LOCATIO 5 �T SrR 5 °�T � f
�� � .. . . i5 EET3 � 155h15STREET '%JJi2ia � � . � . . .
i ou-zs D
� . � � .� � i --s �/�r I�o� i3. 5,. � / i� i7 � P�� � �� .
� I �NORTHERN N4TURAL� GAS GO (6��P�PE LINE)� y� �COLUMBIA CT � B �F ,. 3 �� � f �. �
� I � 3I zo a w �3 �CORNECLTRAIL 9 ( � . � / � �
� � � I � � Y . n g a '' . . 35 I � ' .
al_
I 25 pq '2.j �J s Sz
�5 U OS�'� 22 21 26 2) 6, 8 l9. 3 a i. �� • O
30 14 O�� 9 k, / �
�. �. � . Z "1567H i� z�zp' e STREET a s �a � � � 3 " �� � :
. . . ' . . z io-so � , /� ..
� � . y:.; . .. .. .� ... � a ' � 2i � � . .
IS 12 B 5 3 I d �;t `
. S Q :..J� 2 I2 � i.
..� . . . `° 3 � zs ; . ;; �.;>, � z . . ` .
.. ��.:.TRAI y
zu � � ,� 7 � r;. q
�� I5 Is 25/ COR dm 5 � 987 Q � B ''�' P � �/
.. ,� � . �. . ' pe N �2 . RONE I . . � � �
� . I I � � . 15 (,- I V ir . .
. �t� .%.. io-5o . /O 65 i m �s i 9 g 5 � ( � - � _— .
.�� . . DARUNG �PP.T.� � . - _ . . .. .. �.
v�i 5 N hOqT .
13 Z /'�`H\ w . M1� �014-]0 .I � �
� � F � �
� � l 2 . ' a � . h J . . . .
� . . 157tH CT.�Sw. 157� H 3T.W� � o�� �.. QrO\ � o.� ozo-�o f� - �� .
. Z� � � 4 � 5 � - . . Q J . CyS � . �� . _. _--� ( ..
� . . .. . _ . . . a � .. .
� 5 u w OIO-91 CO\ a F . O12-�0 �
B I58 TN WURT I58 TH ST�W� � � s"qqe �
. .. b -: z � oio-eo <� / �
� � 5 � .;�� 19 5 I .� �/ / NORTHERN N�TURAL �II . .
� � 28 I�J9 TH�C�URTZ�W 9 � 6 . . U . �"� . GnS C0. � .. .
. � � DAKOTA DRNE ' . . . . t _ � oto-�3 -. ..
i �� o , .
� ,� 30 � � q 'a 160�TH STREET W. . �ow-so� � .
� � ROSEMOUNT, MINNESOTA F'�E "°.
` - .89137
- LOCATION MAP oRc. Na
ENGINEER51 qRGNITEC'f5I PLMINERS '
�'