HomeMy WebLinkAbout2016-05-04 PACKET 07.O. Cottage
J Grove
��er� Pride and Qro�P�rity Me�t
Clt�/ COUI'1CII CONSENTAGENDA
Acfion Request Form �'�'
Meeting Date
5/4/2016
Department
Community Development
Title of Request
80th Street Quadrant Design Project - Approve Plans & Specs and Set Bid
Date
Staff Recommendation
Adopt Resolution 2016-089 approving the plans & specifications for the 80th Street
Quadrant Design Project and setting a bid date of May 26, 2016, at 10:30 a.m.
ATTACH MENTS:
Description Type Upload Date
80th Street Quadrant - CC Memo Cover Memo 4/29/2016
80th Street Quadrant Design Project P&S-Bid Date Resolution 4/29/2016
Resolution
80th Street Quadrant Design Project Plans & Exhibit 4/29/2016
Specifications
Cottage
J Grove
�here Pride andPtOSPerity Meet
TO: Honorable Mayor and City Council
Charlene Stevens, City Administrator
FROM: John M. Burbank, AICP, Senior Planner
DATE: April, 26, 2016
RE: 80th Street Quadrant Design Project —Approve Plans & Specifications and
Establish Bid Date
Background
The Community Development Department has engaged WSB and Associates Inc. to prepare a
plan for the design of the 80th Street and Hadley Avenue quadrant. At the City Council work-
shop on April 20, the plans, which were 90 percent complete, were presented for preliminary
review. The consensus of the Council was that the project was being planned as envisioned
and should proceed into the construction process.
The quadrant underwent significant roadway infrastructure improvements in 2015, and the
planned project will be in addition to and complementary to the 2015 traffic safety improve-
ments that were completed. Three of the quadrant corners included in the project scope are in
publicly owed right-of way or open space, and the northwest corner improvements will be
located on private property and will be privately financed.
Discussion
The project construction plans and specifications have been prepared in accordance with City
standards. The complete construction drawings are attached. The engineers cost estimate for
the project is $788,606. The project funding is through development fees and the Park Trust
Fund.
The plans and specifications have been prepared according to City standard specifications and
are recommended for approval. A bid date of May 26, 2016 at 10:30 a.m. will provide contrac-
tors ample time to prepare their bids.
Recommendation
It is recommended that the City Council adopt the resolution approving the plans & specifica-
tions for the 80th Street Quadrant Design Project and setting a bid date of May 26, 2016, at
10:30 a.m.
RESOLUTION NO. 2016-XXX
RESOLUTION APPROVING THE PLANS AND SPECIFICATIONS
AND ESTABLISHING A BID DATE FOR THE
80TH STREET QUADRANT DESIGN PROJECT
WHEREAS, plans and specifications have been prepared in accordance with the
City Standards and Specifications for the 80th Street Quadrant Design Project; and
WHEREAS, a bid date has been established for May 26, 2016; and
WHEREAS, the City Engineer has presented such plans and specifications to
the City Council for approval.
NOW, THEREFORE, BE IT RESOLVED, the City Council of the City of Cottage
Grove, County of Washington, State of Minnesota, approves the plans and
specifications and establishes a bid date of May 26, 2016, for the 80th Street Quadrant
Design Project.
Passed this 4th of May, 2016.
Myron Bailey, Mayor
Attest:
Joe Fischbach, City Clerk
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DIMENSIONS TAKE PRECEDENCE OVER SCALE. DIMENSIONS ARE TO BACK OF THE LAYOUT INFORMATION PROVIDED ON THESE SHEETS IS FOR BIDDING GRADES AS SHOWN ARE TO FINISH GRADE. GRADING CONTRACTOR SHALL SUBCUT IN � p J
C U R B W H E R E A P P L I C A B L E, U N L E S S S T A T E D O T H E R W I S E. F I E L D V E R I F Y (F V) P U R P O S E S A N D V E R I F I C A T I O N O F C R I T I C A L L A Y O U T D I M E N S I O N S. T H E A C C O R D A N C E W I T H T H E P L A N S, D E T A I L S A N D S P E C I F I C A T I O N S. � � Q
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THE OWNER/L.A.-E. FOR CLARIFICATION PRIOR TO ANY ADDITIONAL WORK BEING TO THE CONTRACT. CHANGES IN BID QUANTITIES WILL BE BASED ON A PER UNIT ++
BASIS FOR UNIT BID ITEMS LISTED ON THE BID FORM. THE CONTRACTOR AND SURVEYOR SHALL REVIEW ALL GRADING WITH THE LA-E PRIOR TO p C� O
COMPLETED. CONSTRUCTION TO ENSURE PROPER DRAINAGE AND GRADING. �
TO AVOID LAYOUT CONFLICTS OR UNCERTAINTIES, THE CONTRACTOR AND THE INTENT OF ALL PROPOSED SPOT GRADES AND GRADING IN GENERAL IS TO MATCH
UTILITY NOTES: SURVEYOR SHALL MEET WITH THE L.A.-E @ THE START OF THE PROJECT TO
REVIEW SITE LAYOUT AND GRADING REQUIREMENTS. THE CONTRACTOR AND/OR EXISTING GRADES ADJACENT TO NEW CONSTRUCTION AND TO ENSURE PROPER DRAINAGE
DISCREPANCIES BETWEEN LOCATIONS SHOWN AS EXISTING CONDITIONS ON SURVEYOR SHALL ALSO INITIATE A MEETING WITH THE L.A.-E AT ANY POINT WHEN AND BLENDING OF NEW GRADES WITH EXISTING ONES. SPOT GRADES SHOWN ARE TO FINISH
PLAN SHEETS AND THOSE ACTUALLY MARKED ON THE PROJECT SITE SHALL BE (�UESTIONS ARISE. GRADE. CONTRACTOR SHALL SUBCUT IN ACCORDANCE WITH THE PLANS, DETAILS AND
IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LA-E/OWNER. ALL LOCATES SPECIFICATIONS. CONTRACTOR SHALL FIELD VERIFY AND CONFIRM ALL GRADES WITH THE
SHALL BE INCIDENTAL TO THE PROJECT. FIELD STAKING AND GRADE STAKES SHALL BE REVIEWED AS NECESSARY WITH LA-E AFTER INITIAL SURVEY/ STAKING WORK AND PRIOR TO START OF GRADING
THE L.A.-E TO ENSURE THAT THE LAYOUT AND GRADING ARE PROPERLY OPERATIONS.
COORDINATE WITH ELECTRICAL CONTRACTORS FOR SITE ELECTRICAL WORK AND INTERPRETED.
SITE LIGHTING. A 1.5% CROSS SLOPE SHALL BE MAINTAINED ACROSS ALL CONCRETE PADS AND PAVEMENTS
UNLESS STATED OTHERWISE ON THE PLAN.
REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND INFORMATION.
TOPSOIL & EARTHWORK REQUIREMENTS:
TOPSOIL SHALL BE STRIPPED FROM ALL DISTURBED AREAS AND STOCKPILED IN PILES NOT o .
EXCEEDING 8 FEET IN DEPTH FOR RESPREAD. NOTE: LOCATION OF STOCKPILE SHALL BE �
0
DETERMINED BY THE OWNER/LA-E IN THE FIELD. STOCKPILE AREA WILL REQUIRE SILT � �
FENCE AROUND IT. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. �, � '
� � �
AS EARTHWORK PROGRESSES, THE CONTRACTOR SHALL REMOVE ALL FILL SOILS � � o .,
� Z o
ENCOUNTERED FROM AREAS TO BE PAVED. � � � � �
a y � �
A MIN. 6 INCH DEPTH OF A TOPSOIL/COMPOST BLEND SHALL BE PLACED ON ALL AREAS ` n " �'
x � � a
INDICATED FOR SOD. THE TOPSOIL SHALL BE FINE GRADED, RAKED AND DRAGGED TO o � � � �
PROVIDE A SMOOTH, UNIFORM SURFACE. TOPSOIL GRADES SHALL BE WITHIN .05 FEET OF
.
INDICATED FINISHED GRADE AND SHALL BE TRUE TO GRADIENTS SHOWN ON PLANS. � �
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SHEET
L3.0
i
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/ , ,� �� , LEGEND:
% / PEDESTRIAN RAMPS AND SIDEWALK �
' SHALL REMAIN OPERATIONAL FOR \ I CP-# LAYOUT CONTROL POINT
i
% / THE DURATION OF THE PROJECT � CONCRETE PAVEMENT WITH TYPE II LAYOUT CONTROL LINE z
� G , ��' � I FINISH, SEE DETAIL ,
0
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\ X
O�� EDGE OF EXISTING . � CENTERLINE
CONCRETE SIDEWALK� , CP #3
I � �� / 45°� � �� ��� \ , JAMES NORRIS SQUARE ENTRANCE CONCRETE WALK °W
I '� °i �a la��°�, � WALL DETAIL, SEE DETAILS °o
� � � �4 a�! a �� �� \ � Aso� 2 � CONSTRUCTION LIMITS �
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MATCH UP TO �' � � /P a �� d O a � � I \ \ � `
EXISTING CONCRETE - � ° � ° �
� , ;,- �:� d �, i� -a- � � a � a� a -` LAYOUT CONTROL POINTS:
x � �„ �
PAVEMENT, TYP. / � � � a �� a _ ___ _ �� � � CP-1: X - 465336.90, Y - 131180.39 � z x ° N �
r x z o a o
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� , � / ° ° ; ` O C P-2: X - 4 6 5 3 3 0.7 6, Y - 1 3 1 1 3 8.2 6 0 o a o 0
� � � ,�- � ' � � �� C CP-3: X - 465342.47, Y - 131219.33 �
// � /� � � 1 � � a m
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ADD ALTERNATE: , � �� ♦� � � �� � ��;=�' \ � � x o g
STONE COLUMNS W � �' �� �� � y� � I �► � � �\� �� NOTES: w m � y �
ORNAMENTAL �F 1VCE , � ' � ` � // ♦` � i �� � � y� ��� � X�`, �v � g = �
� p�,�� ' / �� � � � / �� � �< ` + y� � MATCH EXISTING � 1. CONTRACTOR SHALL TAKE NECESSARY STEPS N a v �
4 SFC�DETAIL '�d/ � � / � � � � PEDESTRIAN � � \ '. TO PROTECT ALL EXISTING CONCRETE AND
L6.3 i / / �� / � \ �� \ � ��`� ` CONCRETE PAVEMENT, t(� BITUMINOUS PAVEMENT SURROUNDING THE
/ / }� s ; 1 � � � � � BENCH, SEE \ � � ♦ � TYp � PROJECT SITE. CONTRACTOR MUST REPAIR/ �
REPLACE DAMAGE. THIS WILL BE CONSIDERED � z W �
, i � ;� o �; � � �♦ / � � ETAIL � � � �� � � o Q
, � � ,4.7' F.V. Q � / � � � � � � `� INCIDENTAL TO THE CONTRACT. � � � ° X
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� Tt � � � 2. CONTRACTOR SHALL PROVIDE EXPANSION o � Q �
/ � 's° 2 / � CP #1 \ � \ ` a 6�•V• JOINTS AT EXISTING PAVEMENT. Q � ° °
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'6'- SBjo � �22.38° ° a s e '�3' � EXISTING LIGHT = � � _ � o
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; TRASH RECEPTACLE, 5.8 �9 - E D G E O F E X I S T I N G m � _ �
, 7 SEE DETAIL WITH TYPE I FINISH, S, 17�68° T R A S H `�" � C O N C R E T E S I D E W A L K W 3 � � o
� 6.0 3 SEE DETAIL � Q , R�, � RECEPTACLE, -
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CP #2 3.8'r WITH TYPE I FINISH, ��. ., � ADD ALTERNATE: � Z
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- - s` - - a ° e s,Q .� � ORNAMENTAL FENCE, FIELD 4 G� � W
; i � � ° ^ ' � V E R I F Y L O C A T I O N A T T I M E O F 6.3 � � �
3 a� a � � 1 � � � °'` j � � CONSTRUCTION, SEE DETAIL � O W
EDGE OF EXISTING ' -t � � � �Jy� c+� �
C O N C R E T E P A V E M E N T � a I � '� �' � C 7
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ALIGN CONCRETE PAVEMENT 1 � � �g• ALIGN CONCRETE PAVEMENT , , (� W
WITH CONTROL JOINTS 49 6 0 � , a , WITH CONTROL JOINTS � �\ \ � O �
Q,� R40' ,� � �� � � >+ �
PEDESTRIAN BENCH, ` � � e i � � � � �'
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SEE DETAIL �S � , � � � ►�`1�• • ` • � C� �
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ALIGN AND MATCH UP ,�� 2 \ a // �\ ` CONCRETE PAVEMENT
TO EXISTING � � 2�' �
CONCRETE PAVEMENT � � i� � '
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`, 4.�2�F.V. 1 / / Q �� WITH TYPE I FINISH, �� •�, ° `
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EXISTING BUILDING ` � �\ �1 /� �/ � � SEE DETAIL 3 �
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L3.1 1"=10� Scale: 1" = 10'
SHEET
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EXISTING SIGNAL CONCRETE PAVEMENT,
CONTROL TO REMAIN WITH TYPE II FINISH, SEE I LEGEND:
DETAIL 80TH STREET SAVE ND PROTECT MATCH UP TO EXISTING I
PEDESTRIAN RAMPS AND 3 EXISTII�G LIGHT POLE PAVEMENT EDGE WITH NEW CP�# LAYOUT CONTROL POINT
SIDEWALK SHALL REMAIN g,p ' CONCRETE SIDEWALK, TYP.
OPERATIONAL FOR THE � LAYOUT CONTROL LINE o
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DURATION OF THE � , � , � � � � � � � � � � � � � � � � � � � � � � � � � i � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �e��� � � � , �• ,�^� � � ARC TANGENT LINE X
PROJECT � � �
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EXISTING SIGNAL � � ,�3g`�1 ' �
CONTROL TO REMAIN ' � a � � � ? �
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R29.5 iv � \ ADD ALTERNATE: INSTALL ORNAMENTAL FENCE WITH
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L3.2 1"=10� Scale: 1" = 10' SHEET
L3.2
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PEDESTRIAN RAMPS AND ' �5 ' � FIELD;VERIFY LOCATION AT "' ° ° a
SIDEWALK SHALL REMAIN , , TIME b� CONSTRUCTION,
OPERATIONAL FOR THE ' SEE DE IL 4
DURATION OF THE PROJECT , � 6.3
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CONCRETE PAVEMENT WITH //
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CONCRETE PAVEMENT WITH �
EXISTING CONCRETE CURB. 3 �
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1 LAYOUT ENLARGEMENT "C" - HOLIDAY o io� zo�
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L3.3
� LEGEND:
1035 .3 040 �043 ��
CURB3 5.56 805.68 �81 �
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;,. g4 / � CONSTRUCTION LIMITS
^�G
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L4.1 1"=10� Scale: 1" = 10'
SHEET
L4. 1
FUR H AND INSTALL 18 °
��\� �� LEGEND:
INLE ROTECTION, � � ' �*� � � , � � , � , � , � � , � � � � � �,o� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � P��=� ' � ' � ' ,
�, 5 EE DETAIL \ � _ `_
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' 808.94 FV � FURNISH AND INSTALL � -
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R= �� � / \ � CONSTRUCTION LIMITS
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MATCH GRADE � � CURB ��
EXISTING CONCRETE ,
PAVEMENT /' /
.
1 GRADING ENLARGEMENT "C" -HOLIDAY o io� zo�
L4.3
1"=10� Scale: 1" = 10'
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SHEET
L4.3
LEGEND: PLANT SCHEDULE
RESTORATION NOTES:
9�2� EXISTING CONTOUR ALL DISTURBED AREAS WITHIN CONSTRUCTION
TREES BOTANICAL NAME / COMMON NAME CONT QTY
� SOD WITH IRRIGATION LIMITS THAT ARE NOT HARD SURFACED, OR
INDICATED OTHERWISE, SHALL BE SEEDED &
���iv MULCHED WITHIN 14 DAYS OF FINISHED GRADING Aesculus glabra / Ohio Buckeye 2.5" Cal B&B 1 0
� ANNUAL PLANTING BED � � OPERATIONS, IN ACCORDANCE WITH THE PLAN AND z
.�� � SPECIFICATIONS.
a
Q�� , � � � � � .` \ Amelanchier canadensis �Autumn Brilliance� /Autumn Brilliance Serviceberry 1 - 1/2" 2 W
Black-eyed Susan 42 � �- , � � —
1 gal � ` �� � � ALL AREAS OUTSIDE OF CONSTRUCTION LIMITS THA
, �� s ° ; ' � a � � ARE DISTURBED
� River Birch 1 \ � �� < , 4 � � ° � DURING CONSTRUCTION SHALL BE SODDED BY THE Betula nigra / River Birch 2.5" Cal B&B 2 �
2.5" Cal B&B � a o � � a � ' ° a �� ' �11 IE�L EDGING, CONTRACTOR, AT CONTRACTOR'S EXPENSE. °o
� 16 ther l� ed s � SEE NO�E W
Rosy Glow Barber 3 � � % � � � 1 g I ° � � , �
5 gal � a; � a a ° ` d � � � °� � a � 6 5�a1 Glow Barberry REFER TO THE SPECIFICATIONS FOR DETAILED Gleditsia triacanthos �Imperial� / Imperial Honeylocust 2.5" Cal B&B 5
Helene von Stein Lamb�s Ear 10 ° ° Q �a - g DESCRIPTIONS OF THE SOD REQUIREMENTS AND
, a a.
1 gal � �� ,�°°���"`�� ����� a ° ° , � 8 Black-e ed Susan FOR ADDITIONAL REQUIREMENTS. ,,�\�' `�`� X o � W �
� '.��:�. JJWp�,U --:��� �������-.�, ��,���,� I 1 gal � \ m x z q o �
METAL EDGING � � � � �`� i � �„'',° ` a _ Picea glauca �Densata� / Black Hills Spruce 8� B&B 3 o z � N N
cnnn � ;;��q`�h��,
° o � ° ���� �;° °� ������ � �° �%�� ��� 11 Helene von Stein Lamb�s Ear � r � �
SEE NOTE � ������'"`����,� ���^� . �; �;=,��L � , o a
�, 1 gal ,� �.'' o � ° o 0
������� ;� ,
� ±��±: � ,��'���°°` '��� � �'�y'�+,' Quercus macrocarpa/ Burr Oak 2.5" Cal B&B 1 � }
a �� :;:;�1��;:;.
� � � �F '�nnn�� ��«'«*«'« � x m O
� ' . �� '«;it-h�Ft X 0 (�
} X W O
� a � Syringa reticulata �Ivory Silk� / Ivory Silk Japanese Tree Lilac 1.5" Cal B&B 2 N g ° °
Q W �
� � ` � = W
' � a.. a .. a O
a ti
� � a a`� � � 90 Tilia americana 'Boulevard� / Boulevard Linden 2.5" Cal B&B 4 �
� - � � zW �
, I ° ° a �� � ° � ° X
� � � ♦ z
� d p "` , I a �� SHRUBS BOTANICAL NAME / COMMON NAME SIZE QTY o a g � X
� a QFoo
� s. 1 � � a ` � � W � F
`` d a ; < d � � a �' � • Berberis thunbergii 'Rose Glow / Rosy Glow Barberry 5 gal 17 W o ; � �
° a ; . _.�� � . � a > c� W � o
/ t � a a �e d a a , ` I r� � � � F � z
. . � .°� n. . � � . ;� � . .� � I �\\\'I'///i d � � � � J
a rs L`o Catm t 43 a d a � - • - Physocarpus opulifolius �Little Devil� TM / Dwarf Ninebark 5 gal 5 � � W 3 �
I � . a '�� I a :a ' �q \ ',/���I�\\\` ~ 0 J � (� Cfl
� i o METAL EDGING, } m o W
, ` � = � � F " o
a � � • Pinus mu o �Bi Tuna� / Bi Tuna Mu o Pine 5 al 11 � Q X
� . ` SEE NOTE 9 9 9 J 9 � � � � x
WQQ �
\ � ° -� ° a � �
, a ° 2 Boulevard Linden W � _ = F
� '� � a ; a � i 2.5" Cal B&B ANNUALS/PERENNIALS BOTANICAL NAME / COMMON NAME SIZE QTY W 3 � � o
a a
� ` � 4 Rub Stella Daylily
\ ` d Od' a � � � I i � Hemerocallis x 'Ruby Stella� / Ruby Stella Daylily 1 gal 30
° � ga�
� , a a a
��
d Q
a.
, \ ` _a , Q
, a� ° . I ` ��`�
���� Nepeta x faassenii �Walkers Low /Walkers Low Catmint 1 gal 83 �
` ; a � , \ i Z
, a a ° ; � \ � � LIJ
` a � ° a , � , � Rudbeckia amplexicaulis / Black-eyed Susan 1 gal 69 ,y � �
a `
_i'� � � �.LJ
�
\ � ° � � ' �
, �
�,,,I, �
� � � � + Stachys byzantina �Helene von Stein� / Helene von Stein Lamb�s Ear 1 gal 21 � >
a e
a / � O �
,
,
� � < � a � � � (� a
I METAL EDGING, � J
ANNUAL PLANTING BED - � �� � e SEE NOTE GRASSES BOTANICAL NAME / COMMON NAME SIZE QTY �
C O N T R A C T O R S H A L L A M E N D A N� ` a ,��L � � Z
PREPARE SOILS IN THESE AREAS AS � 4 Rub Stella Daylily �, • `� Calamagrostis x acutiflora �Karl Foerster' / Feather Reed Grass 1 gal 48 � � W
PER SPECIFICATION SECTION 02923 - � a , 1 gal �'°^^°°c ♦,
LANDSCAPE GRADING (PLANTING TO � ' � (� Z
BE COMPLETED BY OWNER ` 4 a � � Sporobolus heterolepis/ Prairie Dropseed 2 gal 25 � � �
� �
, � �
° � s� � t �
a a ° a n � a
a a �c
Autumn Brilliance Serviceber 2 a � � PLANTING NOTES: o�p �
1 - 1/2" - � �� �
, , . . :<m� 8 �- `
` � � � 1. ALL PLANTING BEDS SHALL BE PREPARED IN THE FOLLOWING MANNER: �
a �
¢
, 8 �� � - REMOVE EXISTING VEGETATION, ESPECIALLY GROUNDCOVER W
� � ` - ROTOTILL TO A DEPTH OF 12 INCHES AND INCORPORATE
� FERTILIZER �
� � � � - TRENCH THE EDGE OF THE PLANTING BEDS
, � 1� - INSTALL EDGING WHERE APPLICABLE
- - � Q , - REMOVE ALL ROCKS AND DEBRIS
a a�4 . .
` � - INSTALL PLANTS AS PER PLANTING DETAIL AND SPECIFICATIONS
<
- ' < - INSTALL SPECIFIED MULCH TO SPECIFIED DEPTH
a
� a %;: � - WOOD MULCH SHALL BE PULLED AWAY FROM STEMS/TRUNKS OF
a ' ° a � 1` \ ALL PLANTS.
� � P ° � - WATER AS PER DETAIL AND SPECIFICATIONS
�, a a a ,, .
� a
� ` � � �
; s d a a �� 2. CONTRACTOR SHALL NOT PLANT TREES OR SHRUBS IN PLANTING PITS WHERE HIGH WATER OR
� _� ° ° � ' � OTHER UNFORESEEN CIRCUMSTANCES ARE ENCOUNTERED. CONTRACTOR SHALL NOTIFY
' . Q� .d . d ..
` � ` , _ � � � s �` \ � � OWNER/LANDSCAPE ARCHITECT IMMEDIATELY IN SUCH INSTANCES.
� _ a � �
� ' � , � � � 3. ALL PLANT MATERIALS SHALL BE TRUE TO THEIR SCIENTIFIC NAME AND SIZE AS INDICATED IN o
I / o
� ' � , \ THE PLANT SCHEDULE. M �
� , � �
� � � � � — ' � 4. OWNER RESERVES THE RIGHT TO REVISE QUANTITIES TO SUIT BUDGET LIMITATIONS. � �
�► , � � CONTRACTOR'S UNIT BID PRICES SHALL PREVAIL FOR ANY CHANGES IN QUANTITIES. o � �
, � �
� � � o
� � Z o
, ,�f'' � ' � 5. CONTRACTOR SHALL FIELD STAKE PLANTING ACCORDING TO PLAN. OWNER / LANDSCAPE ; � � �
� � ��e � � / ARCHITECT SHALL APPROVE ALL PLANT LOCATIONS PRIOR TO INSTALLATION. OWNER � a � �
I m p e r i a l H o n e l o c u s t 1 O h i o B u c k e e 1 � � � � � ,� � � / RESERVES THE RIGHT TO REVISE PLANTING LAYOUT AT TIME OF INSTALLATION. x � ^�
2.5" Cal B&B 2.5" Cal B&B � � � °' N
ti � � 3
6. BID FORM QUANTITIES TAKE PRECEDENCE OVER PLAN QUANTITIES. LANDSCAPE ARCHITECT
SHALL MAKE ADJUSTMENTS TO LAYOUT IN SUCH INSTANCES. m ;
�
�
1 RESTORATION ENLARGEMENT A - JAMES NORRIS SQUARE o io� 20� 7. I N S T A L L 4 I N C H E S C O M P A C T E D D E P T H O F S H R E D D E D H A R D W O O D M U L C H I N A L L P L A N T I N G '� Q
L5.1 1"=10�
AREAS. WOOD MULCH SHALL BE PULLED AWAY FROM STEMS/TRUNKS OF ALL PLANTS. °�
Scale: 1" = 10'
8. WATER AS PER DETAIL AND SPECIFICATIONS.
SHEET
L5. 1
_ � � � r � � , � � 22 Feat er Reed Grass � 2 Im erial Honeylocust �
\
80TH STREET a &B ,
, �� � , � ga .
♦ ` �� � ' � � � ' �
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w 6 ` ��- ����-�'��--�'��- � � ���-� ��� � — — — — — � �
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I v�' �� �� _� � ���� \ � �� \ �� � � �, Q �, x
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- � "�� ���-��� \, ���- ��- ��- �-�, ���- �� — — _ L E G E N D: ° a � z X
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�,�W _ \—� ��—������—���—�������—��� � � — _ � Q �
•;' � � � � � 932�� EXISTING CONTOUR o o � F
*�u �
�� � �� ��� ��' ���� �'����������� ��" _ _ , W
� \��� � �� �� �� �� �� � ` _ - ° o n n a�
I f � � �- a yEs �� ��- ��- ���- ��- ��-� �-
l � � � � � � � � � � ✓�� SOD z � � F � o
i . � �� � � � � � �� ���� ��� ���� ��� ������ - - a Q z o �
_ / . . . � � �� a � S � �� � �� � � ��' - SOD WITH IRRIGATION � � � 3 � �
� O J � �
�� �� �� �' � �� �'�� �� ���' ����' � � F W > g
- / ��� ��'� � � �� �����������'�������'����'���'��'�-� _ — _ � j F U o
I : �����'�� � � I��F �V1���1�Cl��� ��'� ��� ��'� ��� ��� �� CONSTRUCTION LIMITS > m ° W
I �� �� � � �`�� ��'�' �� ��'�' �� ���' � ��%�- � " o � o x
� �� � � �� �� �� �� �� \ \���� ` \ FABRIC GUYING STRAP WITH TREE MUST MEET OR EXCEED � � � j x
- ������ ��' �� � ��� ���' ��� ��� ��� ��� `� ��� ��" '�� - HOSE CHAFING GUARD ANSI Z60.1 (AMERICAN STANDARD � a - �
� �- ��- �� ��-�- �- ��- �-� ��- ��'��- ��- ��-� > W Q W
' � � @���7kc1� � �� � ��/ � �� � ���,� FOR NURSERY STOCK.) ONE m � = F
�:::;: : ��� �'��� � � ���' ���� ��� ���\' ��� ����' ��� ��� \� RUBBER/NYLON STRAPPING DOMINATE LEADER MUST BE W Q ° � o
_ I \' �� ��� ��' ��� ��'� ��� ��' ��� � ��\' ��' ���' �� ��� Cr TIGHTENED ONLY ENOUGH TO MAINTAINED THROUGH THE _ 3 Q Q
�� �� � �� �� �� �� \ ������ �� �� �� �� ��
� �' � 1'I I I�C� �� ��` �� ��� �� ��� �� ��� ��� PREVENT SLIPPAGE. FLAG FOR WARRANTY PERIOD.
I ��� ��� ���' � Q� �� �� �� �� �� �� ��' �� ��' � � V I S I B I L ITY.
�: : : .. � � � � � � � � � � � � ��
� I / �� �� � a ��-���- �� ��- ���- �� ���- �� ���- �� ��- _ -�
_ , / �— �� �— ��—� � �— ��—� � �— ��� ��—�— ���— ��—�— ���— ��—�— ���— ��—�— � � m
�� � � � � � � � �� � �� � �� � �� �� �� � PRIOR TO MULCHING, LIGHTLY
I I � � � ��� �� ��� ������ ������ �� ��� �� ��� ��� � �� ��� TAMPSOILAROUNDTHEROOTBALL
� ���' � � �` � � � � � � � � � � � � � IN 6" LIFTS. DO NOT OVER EACH TREE MUST BE PLANTED �
- ��� �' �� ��� ��%✓ ���l�� ��� ��' ��� ��'� ��� ��'���� �� ��� COMPACT. AFTER BACKFILLING SUCH THAT THE ROOT FLARE IS
� � ���� ��'� ������ ���� ���� ��� ���� ��'� ���� ��'� ���� ��'� ����� POUR WATER AROUND ROOTBALL VISIBLE AT THE TOP OF THE �
� �� � �� � �� �� �� �� �� �� �� �� � ��
I � - ������� ������� ������� ��������������������� ���� ������� ��� TO SETTLE THE SOIL. ROOTBALL AND LEVEL WITH FINISH EACH SHRUB SHALL BE PLANTED = W
- � �� �� � �� �� �� � �� � �� �� �� �� � �� �� GRADE. SO THAT THE ROOT FLARE IS � Z
� �� �� �� � �� �� �� �� �� �� �� �� ����� �� �
�� �� �� �� �� �� �� �� �� �� �� �� �� �� AMENDED PLANTING SOIL. SEE MULCH RING SHOULD BE MIN. 3" 4" LAYER OF MULCH. NO MORE VISIBLE AND LEVEL WITH FINISH •y �
f � � ������ �� � � �� �� �� �� �� �� �� �� �� �� �� ��
I I � �� �� �� ��� ��� �� ��� �� ��� �� ��� �� ��� � ��� ��� SPECIFICATIONS FOR DETAILS DEEP. KEEP MULCH 4"AWAY FROM THAN 1" OF MULCH ON TOP OF GRADE. � � �W1�
�� �'� �� � �� ��� �� ��� �� ��� �� ��� ��' ������' ��� � DIAMETER OF HOLE SHALL BE TRUNK BASE. ROOT BALL. (SEE SPECIFICATION � � �./
- I .. . � . ���� ���' ��� ���' ��� ���'��� ���'��� ���' �� ���' �� ��' �� ��� / 4" HIGH x 8" ROUND-TOPPED SOIL �j
� �� �� �� � �� � �� � �� �� �� �� �� �� � ��� TRIPLE THE DIAMETER OF THE FOR MULCH . �
� : : . � � � � � � � � � � � � � � � � 4" HIGH EARTH SAUCER BEYOND � BERM ABOVE ROOT BALL SURFACE �
I I � y�� � ��� � ��� ���' �� ��� �� ��� �� ��� �� �� ���' �� � ROOTBALL. THE SIDES SHOULD � �
_ `j � ✓ ��'���� ��'� �� ��� ������ ��� ��� ��� ��� ��� ��� �� ��� ���
EDGE OF ROOTBALL, FOR 360°. SHALL BE CONSTRUCTED AROUND ,L^
� � � �� � �� � �� � �� � �� � � �� �� , � SLOPE GRADUALLY. PRIOR TO MULCHING, LIGHTLY o � c THE ROOT BALL. BERM SHALL � v �
� ��� ��� ��� \ �� �� ��� �� ��� �� ��� ��' ��� ��' ��� �� �� � � � TAMP SOIL AROUND THE ROOT � J
I � � \�� �� ��`� ��� �� ��� �� ��� �� ��� �� ��� -�� ��� ��� � � BEGIN AT ROOT BALL PERIPHERY.
� � � � � � � ' �: �- %'' % = _= BALL IN 6" LIFTS TO BRACE SHRUB. �� '�`�` � �
� ��- ��!�-�- ���- ��-�- ���- ��-�- ���- ��-�- ���- ���- ���- ���- ��'��- ���- ���- ���- � � � / I I 1=1 I 1=1 I 1= =1 I I � � I I I-I I I I I I-I I I-I I I. � � Z
Ii �- ��- ���- ���- ���- ���- ����- ���-����-���-����-���-���-�-�/��-�' ��-�- ����- ���-� � / iI I I=I I I= I I I I ; ' �; �; I=I I I=I I=I I I=1 I I- DO NOT OVER COMPACT. WHEN .�� � .,, : � � W
� �� ���-��� ���- ��� ���- ��� ��� ��� ��� �� � �- �� ���- � / -I I I- -I I-I I I-I � =I I I-I I I-I I I-I I I THE PLANTING HOLE HAS BEEN (�
�� � �� � �� � �� � �� �� � � � ' � ��-I =III=III=III= - - - � _-I II-III-II1=1II- AMENDED PLANTING SOIL. SEE +�
_ � ��� ��� �� ��� ������ ������ ��� � /� � , ,��I I I���I I I=I I I=I I I - I I I=I I I=I I I I = __�� I=I I�- AROUND THE�ROO BALL TO SPECIFICATIONS FOR DETAILS � � Z
D - I � � �� �� ���- �� ���- �� ���- �� �� �� METAL STAKES, 2"x24" -I I I-I I I-I I I-I I I-I I I=I I I=I I I=I I I=I I I=I I I-I I I= SET ROOTBALL ON 4"-6" (�
_ �- _
0 �� �� �� ����- ���-� ��- �������- �������-����- � --�^ ; � LONG I I I I I I I I-I I I I I I I I I I I I I I I-I I I I I I-I I I I MOUND OF UNDISTURBED/ SETTLE THE SOIL. RBED L � O
\ � DRIVEN BELOW SET ROOTBALL ON UNDISTU
I � l �� � �� ��% �� �� �� �� �� �� �\ FINISH GRADE. NATIVE SOIL TO PREVENT /NATIVE SOIL TO PREVENT ♦+ � �
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_ �� �� �� �� �� �� �� ���-'` �� ��� �� �� �� FABRIC GUYING STRAP WITH TREE MUST MEET OR EXCEED ANSI
��� � �' ���� � ����������� ���� ���������������� ' HOSE CHAFING GUARD Z60.1 (AMERICAN STANDARD FOR
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� �� � . f: �� �� �� i : �� �� �� ��� �� ��
RUBBER/NYLON STRAPPING LEADER MUST BE MAINTAINED
- �� �`I- � � �� ���� ��� . : . . : :. : : : . . : :: ��� ����/' ������ ����������
� ��`� � � 1 � � ��� ;,� ��� ���� ��� ��� ��� ��� ��`, ' TIGHTENED ONLY ENOUGH THROUGH THE WARRANTY PERIOD.
� � � � TO PREVENT SLIPPAGE.
� � � � � � f :.:: . � � � � � � �
I I �� ��� / ��� �� ��� ������ ������; I FLAG FOR VISIBILITY.
- ��� ��.�� �� r �/ ��� ������� ���� ��� ���� ��� �� I EACH TREE MUST BE PLANTED
�� ��� �� �`'`— = =-�� �� �� � ��� �� ��� �� � � ' I SUCH THAT THE ROOT FLARE IS
II �� � �� � � :: �� �� ����� �� �� �� �� PRIOR TO MULCHING LIGHTLY TAMP
� ������� ���� ��� ��� ��� � � ��� ��� ��� ��� � � � SOIL AROUND THE ROOTBALL IN 6" �1, VISIBLE AT THE TOP OF THE
�� � � �' � � ��� ���' �� ���' �� ��� �� ��� I LIFTS. DO NOT OVER COMPACT. �� �
� ROOTBALL AND LEVEL WITH
��� �'� �� ��� � � � �� ��� ��'��� ��� ��� ��� ��� ��� I ' AFTER BACKFILLING POUR WATER � FINISH GRADE.
�� � � � � � � � �� � �� � �� � �� \ 1 , G�
I ������' �� � �� ��� ��� ��� ��� �� ���' �� ���' �� ���' �� ���' - AROUND ROOTBALL TO SETTLE THE „
- ��� � �'� � � ���� ���� ��� ��� ���'� ������'����������� ���� ��� �� SOIL. MULCH RING SHOULD BE MIN. 3
�� �� �� � �� �� � �� ��� �� ��� �� ��� �� ��� �� � � ` ' DEEP. KEEP MULCH 4"AWAY
� ��� ���� � � � � � � � � � � � � � � � �� � �� 1
I � �� � �� � �� � �� � �� � �� AMENDED PLANTING SOIL. SEE FROM TRUNK BASE.
��' �� �� �� ��� �� ��� ������ ��' ��� �� �� �� �� � � - SPECIFICATIONS FOR DETAILS
� �� ��� ��� �� ��� �� �� �� ��� �� ������� ��� ��� ��� ��� � �
��� ��� ���� ��"� ���'� ��� � �' ��'� ���� ��� ��� ��� ��'���� ��'� ��� � I
� �� � �� � �� � �� � �� � � �� � �� � �� � I DIAMETER OF HOLE SHALL BE � 4"HIGH EARTH SAUCER BEYOND .
1 �� �� �� �� �� �� �� �� �� ��� �� ��� �� ��� �� S� �
� ����� � ��\����� ������� ������ ������� � ������������������� � - I TRIPLE THE DIAMETER OF THE ,� EDGE OF ROOTBALL, FOR 360°. �
- � �� ��� �� ��� �� �� �� ��� �� ��� �� ��� �� ��� �� ��� � EACH TREE MUST BE PLANTED WITH THE REMOVE EXCESS SOIL/ROOTS FROM ROOTBALL. THE SIDES SHOULD � �
���� ����� � ��� ��� `� ��� ���� ��� ��� ��� ���� ��� ���� ��� � � I � FIRST MAIN LATERAL ROOT AT FINISH THE TOP OF SOILBALL TO EXPOSE THE SLOPE GRADUALLY. �
' �� �� I � �� �� �� � �� � � � � � � �� � I GRADE. TREES WITH THE FIRST MAIN FIRST MAIN LATERAL ROOT. PRUNE N � �
��� �� ����� � ��� ��� ��� ������� ���� ��� ���� ��� ��� �
- � � �� � � �� � �� � � � �� � �� � LATERAL ROOT NOT VISIBLE WILL BE ,� ALL ENCIRCLING ROOTS. , � � , � � �
� � � , I �� ��' �� ��' �� ��' �� �� �� �� �� �� I' I REJECTED. . � ` o � LL �
' � �� ��� �\��� , I��� ��'��'����\'��'� ���\' �� ���� ��� ���� ��� ���� �� I_ t l� � � `` y � � o ,
� �� � � �'v �� ��' ��� ��� ��� ��� �� ��� �� �� �� �� � � ..� REMOVE ALL TWINE AROUND THE - - � � �^� - �, ' � � �
� � � � � � � � � � �� �� �� �� �� � VERTICAL SLITS SHOULD BE CUT , , -� � �-��� = 5 .,�,� ,,,� ,y =__ - - > � � �
� ���' � ���' ������ ��� ��� ���' ��� ���' ��� ���' ��� � IN REMAINING NON-SYNTHETIC '+ STEM. AMENDED TO�I I I=I I I I I=I I I= "�` - - r`_,� ,� _=I I I=I I I=I I I�, � o � $
� ��� �� �� ��� �� ��� �� �� �� ��� �� �� �� �� I' ' ,� � SOIL. SEE '��_ _ _ _ _ _ _ - _ - �- �e a � o�
' �� ������ �r �� ��� ������� ��������\ �, _���� ������������������ I_ BURLAP 16 O.C. ��J 1 , I���-� � -� � �-� � �__� � �-� � �-� � �-� � - -� � ��I� � �I��� c v �
� � � � � � � � � � � � ALL SYNTHETIC BURLAP MUST BE SPECIFICATIONS i_ � X � ' �
- �-� ��- �-� �� ��� ��- �� ��- ��- ��� �� ��� �� ��� �� ��� � TOP%3 OF WIRE BASKET MUST BE _ REMOVED. TOP Y3 OF NON-SYNTHETIC FOR DETAILS. I I I I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I _�
�- �-� �- �- �- ��- �- ��- �- ��- �- ��- �- ��- �- � � BUR�aP MUST BE CUT OFF AND - I I I I I I I I I I I I I I I I I I I I=I I I-I I I I I I I I I I � - SET ROOTBALL ON 4"-6" � � � � '
' �� ��� � �� � � ��� ��������������� � ���� ��� ���� ��� ���� ��� � CUTOFF AND REMOVED COMPLETELY �� REMOVED COMPLETELY, NOT FOLDED METAL STAKES,2"x24" =I I I-I I I= MOUND OF UNDISTURBED/
����� ��� ������� ��� ��� ��� ��� ��� ��� ��� ��� �� ��� �� � - DO NOT BEND IT BACK. � ���-� NATIVE SOIL TO PREVENT � �
� � � � � � � � � � �� � �� I DOWN. LONG DRIVEN BELOW
� ��� \����� � �� ��'� ��� ��� ������ �� ��� ��' ��� ��' ��� � FINISH GRADE. SETTLING. m � .
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L5.3
TOOLED WITH SAW CUT POLYURETHANE SEALANT
��� CONTROL JOINT MATERIAL z
6" THICK CONCRETE SECTION: T�34 �" °
� 6" THICK CONCRETE (4000 PSI) A e 8„ z CONCRETE SIDEWALK Q
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�E ' � CONCRETE TO BE 1" ABOVE ADJACENT a 8 ` � e '`e
0 MINIMUM 5 LONG FABRIC PER MNDOT TABLE
� PP � � 6' MAXIMUM SPACING. 3886-1 (MACHINE SLICED).
O O O GRADE (TYP) CONCRETE PAVEMENT
°�O°�O°�O°�O° S , ATTACH FABRIC TO POST WITH 1/2" RADIUS UTSIDE EDGE (TYP) �" PRE-FORMED, RESILIENT JOINT °
OD OD OD OD �F�MjNI MINIMUM 3 ZIP TIES (50 LB. . , a. ; , , � CONTROL JOINT (CJ) MATERIAL (NON-EXTRUDED) °o
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�O �O �O �O OF FABRIC. I I1=1I1=1I EXPANSION JOINT (EJ) �
POST NOTCHES
0 �o�00 0 =1 I 1=1 I I—I I I—I I —I I —I I — I — I 4" CLASS 5 GRAVEL
ROCK-6" MINIMUM DEPTH �� �� �� � TO FACE AWAY I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I gqSE 100%
oO oO oO oO o o —I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I x o W �
WOODCHIPS-18" MINIMUM DEPTH O O O O O FROM FABRIC. LAY FABRIC IN THE TRENCH, I I I—I I I=I I I=I I I=I I I=I I I=I I I=I I I x o � F
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WASHED ROCK OR o��0 0 o L I G H T E Q U I P M E N T P R I O R T O O o a o 0
WOODCHIPS PER � p PLACEMENT OF THE POSTS. CONCRETE SECTION VIEWS Q m
SPECIFICATIONS uM >
, MZNZM DIRECTION OF x m �
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18" MINIMUM CUT OFF BERM J o
iu m y
Z U
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H A N D T O O L E D / S A W C U T J O I N T S W I T H 1/2" R A D I U S S A W C U T J O I N T S (T Y P) - R E F E R T O P L A N S A N D o a o z X
. EDGES (TYP) - REFER TO PLANS AND DETAILS FOR DETAILS FOR LOCATIONS o � g �
NOTEs: LOCATIONS � � ° °
� � WW
1. FILTER FABRIC SHALL BE PLACED UNDER ROCK „ CONCRETE FINISHING NOTE: ° o � � �`�,
TO STOP MUD MIGRATION THROUGH ROCK. 6 REFER TO LAYOUT PLANS FOR LOCATION `� � � = E �
2. FILTER FABRIC IS NOT REQUIRED UNDER LIGHT OF VARIOUS FINISH TYPES. REFER TO
WOODCHIPS. NOTE: � � � 3 � J
BROOM J ° "' ° °'
SPECIFICATION SECTION 03630 FOR = � � �
3. ENTRANCE MUST BE MAINTAINED REGULARLY TO HEAVY-DUTY SILT FENCE INSTALLATION METHODS SHOULD BE USED FINISH (TYP) DETAILED FINISH REQUIREMENTS. ~ o J g ° `�
PREVENT SEDIMENTATION TRACKING. WHEN DIRECTED BY THE CITY. _ � � � U o
LIGHT BROOM ; m o W N
FINISH (TYP) CONCRETE JOINTING NOTES: W ° Q ° X
1. T = WALK PAVEMENT THICKNESS (INCHES) � a � �
� Cotta ge STAN DARD DETAILS LAST REVISION: COttcLge STAN DARD DETAILS LAST REVISION: m � _ �
Grove JAN 2014 � Grove S T A N D A R D S I L T F E N C E JAN 2014 T O O L E D C O N T R O L J O I N T W I T H 1/2" �" RADIUS TOOLED / DRY SAW CUT 2. SPACING OF ALL JOINTS SHALL MATCH W � o � Q
CONSTRUCTION ENTRANCE = z � o
�hetePridean�4fOSperityMeet ROCK AND WOODCHIP �hPrePridea�dP�Ogpe��tyMeet WIDTH OF WALKS, OR AS SHOWN IN PLANS _ 3 Q Q
RADIUS EDGE (TYP) / SAW CUT TO% CONTROL JOINT(TYP). JOINTS SHALL AND / OR AS SPECIFIED
P�aTE No. P�TE No. DEPTH OF CONCRETE PAVEMENT EXTEND Y3 DEPTH OF THE CONCRETE 3. EXPANSION JOINTS REQUIRED WHERE
Stantec COTTAGE GROVE, MINNESOTA ERO-12 � Stantec COTTAGE GROVE, MINNESOTA ERO-2 2" SMOOTH BAND (TYP)
� ADJACENT TO RETAINING WALLS, BACK OF
as ER012.DWG 48_ER02.DWG CONCRETE FINISH - PLAN VIEWS CURBS, AND AT 30' INTERVALS (+/- 5')
_
1 ROCK CONSTRUCTION ENTRANCE DRIVE DETAIL 2 EROSION CONTROL SILT FENCE DETAIL 3 CONCRETE PAVEMENT DETAIL � Z
L6.O NOT TO SCALE L6.O NOT TO SCALE L6.O NOT TO SCALE •y �
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� CURB OVERFLOW IS % OF �� fi '' � �
1 IN.X 2 IN.X 24 IN. LONG WOODEN THE CURB BOX " � � �
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STAKES AS NEEDED. STAKES SHALL EIGHT ' '� � '� � � W
B E D R I V E N O V E R T H E S E D I M E N T � ; w �' 'I � V �
CONTROL LOG AT AN ANGLE OF 45 SEDIMENT CONTROL LOG 0 �6'� I I � L �
DEGREES WITH THE TOP OF THE 00D � ♦'' �
0�0 ,� � i ' o �/�
STAKE POINTING UPSTREAM. oO 6 I � �/�
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NOTE: USE WIMCO ROAD DRAIN CG23 OR
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CG3290-VB (DEPENDING ON CASTING TYPE) S" �" "
8 IN.-10 IN. EMBEDMENT HIGH FLOW INLET PROTECTION CURB AND 6, , � • • •
DEPTH GUTTER MODELS, OR CITY APPROVED EQUAL. , • • ' . , .'
' • • . .:
TYPES: WOOD CHIP, COMPOST, OR ROCK DEFLECTOR PLATE
10' 3S, 3•`'
OVERFLOW IS %OF THE
CURB BOX HEIGHT
OVERFLOW AT TOP 6 CONCRETE MIX NO. 3Y32A
�� 4"CLASS 5 AGGREGATE BASE,100%CRUSHED �
OF FILTER ASSEMBLY
4"CLASS 5 AGGREGATE BASE, 6"CONCRETE MIX N0.3Y37A
CURB 100%CRUSHED 26 5/8"
1 IN.X 2 IN.X 24 IN. LONG WOODEN 72�� � 261/4" �
STAKES. STAKES SHALL BE DRIVEN I – ia
THROUGH THE BACK HALF OF THE
SEDIMENT CONTROL LOG AT AN ANGLE �
OF 45 DEGREES WITH THE TOP OF THE
STAKE POINTING UPSTREAM. 34��8�� 33"
25 1/8" 10 1/4"
4 !7 7 8"
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FLOW FILTER ASSEMBLY � 69 3/4" � Z 3�q„ � o
0
DIAMETER, Model Description Pattern Weight Concrete � �
BACKFILL AND COMPACT SOIL 6" ON-GRADE Model Description Pattem Weight Concrete � �
FROM TRENCH ON 10" AT LOW POINT BU 1114C 6' Bench with back Rod(�) 254 Ib. 6'x 10' �4P 32-Gallon Flat Tap Lid Rod(0) 177 Ib. 3.5'x 3.5' N �
UPGRADIENT SIDE OF HIGH-FLOW FABRIC - � co
SEDIMENT CONTROL LOG
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Cotta e STANDARD DETAILS u�sr r�s�oN: �att� � STANDARD DETAILS u�sr�oN: �°n � •
PLACE SEDIMENT CONTROL LOG IN �+ g $ "'
Cotta e STANDARD DETAILS LAST REVISION: VTOV� MAY 2014 Crove MAY 2014 � z �
SHALLOW TRENCH (1 TO 2 IN. DEPTH) � g PARK BENCH TRASH CAN �, � �
Grove INLET PROTECTION CATCH ]AN 2014 k� pvosF°7ixyM4et rr�y �,,,��tw+'kec > E
ly ro5perity MeeT �e Mde an� e�e►r�de and � p � p
he"e pride andP BASIN INSERT PLATE NO. PLATE NO. 'c a �:, o,
TYPES: STRAW, WOOD FIBER, OR COIR PLATENO. � Stantec � X = � �
� Stantec COTTAGE GROVE, MINNESOTA ERo-9 COTTAGE GROVE, MINNES�TA SPECIAL-3 Stantec cOTTAGE GROVE, MINNESOTA SPECIAL-4 � .. �
� � � 3
48_SPEQAL3.DWG 48_SPEG[AL4.DWG
48_ER09.DWG � �
�
NOTE: CONTRACTOR TO FIELD LOCATE BENCHES FOR APPROVAL PRIOR TO INSTALLATION. '� �
Q
4 COIR BIO-ROLL STAKING DETAIL 5 INLET PROTECTION DETAIL 6 PEDESTRIAN BENCH DETAIL 7 TRASH RECEPTACLE DETAIL �
L6.O NOT TO SCALE L6.O NOT TO SCALE L6.O NOT TO SCALE L6.O NOT TO SCALE
SHEET
L6.0
L.E.D. BACKLIT SHERIF
OF WHEAT, TYP.
ANODIZED ALUMINUM
COLUMN, TYP. I STONE COLUMN (BEHIND)
L..E.D. BACKLIT STONE COLUMN WITH o
LETTERING 8-12" HIGH, PRECAST STONE CAP z
X
ORNAMENTAL FENCING � _ W �P' ORNAMENTAL FENCING �„
WITH CONCRETE 5 w �, PRE-CAST STONE CAP, WITH CONCRETE 5 PRECAST STONE CAP - ATTACH TO PIER WITH 4"
MAINTENANCE STRIP 6.3 � j SEE DETAIL r, MAINTENANCE STRIP 6.3 LONG x�" DIA. STAINLESS STEEL PINS (4 PER
Q �f 6.1 CAP) - REFER DETAILS AND SPECIFICATIONS °
� � zF
TOP OF COLUMN FOR ADDITIONAL INFORMATION. 5 �Q
SEE SHEET L4.1 ;.� ::,..:.... -, ..,:.,,
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`'� `"' � Ci y of Cot age Grove M � °' � , , , ,, EVERY 2 SQ. FEET), TYP. � X � o 0 0
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I I I � I I I � �= M MORTAR) RECESSED BACK APPROX.�" TO r � � o
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Q SEE DETAIL
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`� 5 �\ �\ � � �� , 5 DETAIL ?, � � W
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REFER TO PLAN 4" LONG X�/4" DIA. STAINLESS STEEL �
2 JAMES NORRIS SQUARE ENTRANCE WALL LAYOUT SHEET 1/L3.1 PINS (4 PER CAP SECTION) �„ W
L6.1 1/4"_ �'-0" PRE-CAST STONE CAP , e -
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LETTERING SHALL BE ARIAL FONT, 2,
10" IN HEIGHT, ETCHED AS SHOWN - �
TEXT AND SHOP DRAWINGS SHALL A- SECTION VIEW
BE REVIEWED AND CONFIRMED BY `n
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DECORATIVE METAL COLUMN LASER CUT WHEAT SYMBOL,
FINAL GRAPHIC SHALL BE
APPROVED PRIOR TO
FABRICATION
I STEEL ANCHOR BOLT5
9/y"THICK STEEL BASE PLATE DECORATIVE METAL COLUMN
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