HomeMy WebLinkAbout2015-0054 - retaining wall CITY OF ORONO * z p� 1 5 - 0 0 5 4 0 *
2750 KELLEY PARKWAY DATE ISSUED: OS/06/2015
� ORONO, MN 55356-
' 952 249-4600 FAX: 952 249-4616
ADDRESS : 2605 KELLY AVE
PIN : 20-117-23-14-0022
LEGAL DESC : TOWNSITE OF LANGDON PARK
: LOT 005 BLOCK 005
PERMIT TYPE : ZONING PERMIT
City o�f lrui�a
PROPERTY TYPE : RESIDENTIAL 2750 Kel iry Farkway
Or���o MN 55376 952-249-4600
CONSTRUCTION TYPE : RETAINING WALL<4 FEET
Receipt No: 3.013340 May b, 2015
NOTE: $2,500 SB COLLECTED IN ESCROW FEE Bechler Landscape Inc
ACTUAL ESCROW FEE AMOUNT COLLECTED $NONE REQUIRED PER ZONING
Previous Balar�ce: .00
Permits
2015-00540 2605 Kelly Ave 50.U0
101-32530
Mechanical/Septic/Other
_______________
Total: 50.00
-------------
Check
Check Na: 15534 50.OU
Payor:
Bechler Landscape Inc
� ,,.. A��i,l ie�: 50.Ot�
�,I,;,��,,,, �-��:,,��;�t
APPLICANT RETAIMNG WALL<4' S0.00
TOTAL 50.00
BECHLER LANDSCAPE,INC. Payment(s)
12850 WAYZATA BLVD. CHECK 15534 50.00
MINNETONKA,MN 55305
(952)933-9944
OWNER
WINE, SCOTT&JILL
2587 KELLY AVE
EXCELSIOR, MN 55331-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
S[ate Building Code. This permit is for only the work described and does
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances goveming this type of work
shall be compied with whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections aze
requested in conformance with the State Building Code.This permit may be
revoked at any time for,due c us � ��� ���„�
`��' .�%���� . �. �G,� � t --�� �. ��`� .Z�� � ; �� ��. �r � /5
� �� � �
Applicant Permitee Signature Date Issued By S gnature Date
. City of Orono
� Zoning Permit A lication
MaAing Address: Permit number: �.f� �5'"�O 5 �
�O/�rO PO Box 66 Date received: � s�3� l S
` � Crystal Bay, MN 55323-OQ66
Escrow#and j��� 1� ���� ��ti�'�
Street Address: amount:
y � 2750 Kelley Parkway Permit Fee: � ��
` Orono, MN 55356 J�
�l,y E,�' APProved by: �/�✓J 'V /�J�
KfsHa� Fax: 952-249�1616
Main: 952-249-4600 Notes: �>N•"�L 7 i'n` � Gi�iJ //`r'� ' `r
www.ci.orono.mn.us
This application form must be compfeted in full and all required information must be submitted. (Please print.)
JobSiteAddress: �(no� ��LL`f l�V�l�i1)� ��ONO �� .
CONTRACTOR/APPLICANT INFORMATION:
Name: 13�L'ai�ER LA�JS?SCApE�,�NC
Phone: `7(03� '17�•2038 Fax: NA
Address: I f'�;n �,/v.Y1.,a.T.a [3�vD C�h+� Miu�itrG►.u�.0 Z�P= 553a5
Contact Person: KCn� BEG-I�ER ContacYs phone number �,�. �c�3•7g�D
Email h�Ghlef'Iczncl� ,�:�C Applicantis: ontracto Homeowner �c�►cieo�e�
G101.c.c�lYl ,���ERNATE CCNTACT� E�►7Ai.3Ei�-1 SEDbW�eK �e I
PROPER7Y OWNER INFORMATION: ` - / � (ot2•8�2•7733
Name: SGOTT ` ,ILL Wic+E
Phone(day)� jyp
Mailing Address: ;p,y�S gT" ,c�v�uE H. Pi.YMe�u, nrt�l . ZIP:
Email and/or Fax �cot-r����ilr @ o--��,�.ar,;
Overall Project Description: r�EM�,�� = --;a;��u� , _ � � � r=� ��-��� ��-� a-rrac�-��s`�.
- .- . : - .., �� --.
z-�����::.t , ._ .,�� �
�BoXk TYPE OF PERMIT COST*
Dock,Commercial $50+engineering review costs
Escrow for erosion control and en ineerin review costs $2,000
Dock, Residential—Permanent dock on any lake or initial seasonal dock not $50+engineering review costs
on Lake Minnetonka ermanent dock re uires CUP
Hardcover Permit: Driveway,Patio,Sidewalk,etc.(New or Replacement) No charge
Also requires is a Minor or Major
Land Alteration Permit
Land Alteration,Major(grading,filling, or excavating)more 500 cubic yards $50
or more than 10 cubic yards in lakeshore setback(also requires CUP)
Escrow for erosion control and en ineerin review costs As determined b CUP
Land Alteration,Minor(grading,filling or excavating)—500 or less cubic $50+engineering review costs
yards outside of lakeshore setback or less than 10 yards in lakeshore setback
Escrow for erosion control and en ineerin review costs $2.000
Retaining Wall measuring under four feet require a zoning permit. $50+engineering review costs
Retaining walls measuring more than four feet(from bottom of footings to top
of wall) require a building permit. (Tiered retaining walls are considered one
wall unless the walls are separated by twice the height of the lower wall.)
Escrow for erosion control and en ineerin review costs $2,500
Stairway or Lifts to Lake(New or Replacement) $50+engineering review costs
Escrow for erosion control and en ineerin review costs $2,000
Structure Permit for other structures not requiring a building peRnit but $50+engineering review costs
regulated by the zoning code(including, but not limited to accessory building
of less than 120 square feet, detached deck or platform and sport court)
Escrow for erosion control and en ineerin review costs $2,500
Tree Removal or other ve etation removal in 0 to 75 foot zone No char e. Pre-ins tion re uired.
Tem ora Construction OfficelTrailer associated with buildin ermit $30
(OV@�)
�`Permit fee will be collected when the permit is issued.
Updated: January 2015
APPLICANT/OWNER ACKNOWLEDGEMENT:
�—ApplicanUOwner agrees to provide all information required or requested by the Planning Department;
� . Owner agrees to pay the City of Orono for engineering consuMant review costs where applicable;
. ApplicanUOwner certifies that the information supplied is true and correct to the best of his/her knowledge. The applipnt recognizes
that they are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no
altemative but to reject it until it is complete;
. Applicant acknowledges the attached Escrow Ag�eement is completed and signed by Owner;
• ApplicanUOwner understands thefr project may require an initial and as-built survey per City Code Section 86-68.
• Some or all of the information that you are asked to provide on this application is dassified by State law as either private or
confidential. Private data is information which generally cannot be given to the public but can be given to the subjed of the data.
Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and
intended use of this information is to annually update our records and records of other govemmental agencies required by law. If
ou refuse to su I the informafion the a lication ma not be issued.
The undersigned certify that the in!��n su lied is true nd correct to the best of their knowledge.
Applicant's Sfgnature: Date: 5- ! � 2�lS"
� Property Owner's Signature: � ` .�-� Date:� S -3 �U�S
SUBMI ION REQUIREMENTS: Except for tree removal permits, all permits require a completed
TYPE OF PERMIT: applicadon fortn, escrow agreement(signed by the property rnmer) and escrow check from owner,
two copies of all plans,and three copies of all grading plans or surveys/site plans
Dock,Commercial �. Structurai plans for the dock
2. Survey showing the proposed location of the dock
3. Copy of LMCD permit
DoCk,Residelltlal Seasonal Dodc—survey showing proposed dock
Pemtanent Dock— lans as a roved b CUP and co of LMCD rmit(if a licable
HardCOver Pern11t 1. All Minor or Major Land Atteration Permtt requirements appty as appropriate
2. Hardcover calculations,existing and proposed
3. Survey
Land Alteration,Majo� 1. Surveylgrading plan including existing and proposed contours as approved by Conditional Use Permit
2. Erosion control plan.
3. A copy of Minnehaha Creek Watershed District(MCWD)permits or documentation from the MCWD stating the
proposed project does not Vigger any of their permitting requirements. Please note,the City wlll not Issue a
buildin ermit wtthout informatlon from the MCWD.
Land Alter'ation,Minor 1. Surveylgrading plan including existing and proposed contours
(Less than 10 Cu.yds. 2_ Amount of fill to be imported andlor exported and haul route
within 75'of lake or less 3. Amount of earth to be moved around on site
than 501 Cu.ydS 4. Erosion control plan.
elsewhere. 5. A copy of Minnehaha Creek Watershed District(MCWD)permits or documentation from the MCWD stating the
� proposed project does not trigger any of their permitting requirements. Please note,the City will not Issue a
buildln rtnit without iMormation from the MCWD.
Ret2lining Wall 1. Plans for wall(s)
2. Unless repair or exact replacement of existing wall,submit an updated survey with grading plan inGuding existing and
proposed contours
3. HardCover calculation worksheets if in shoreland distriCt
4. Erosion control plan
5. A copy of Minnehaha Creek Watershed DisUict(MCWD)permits or documentalion from the MCWD stating the
proposed project does not trigger any of their pertnitting requirements. Please note,the City wlll not issue a
buildin rmit without Information from the MCWD.
St71nN8y O�Lifts to 1. ConsVuction plans for stairway or lift,inGuding footings
Lake 2. Topographical survey of property with proposed stairs or lifl shown
3. Erosion control plan
4. A copy of Minnehaha Creek Watershed District(MCWD)permits or documentation from the MCWD sta6ng the
proposed project does not trigger ariy of their permittfng requirements. Please note,the City will not Isaue a
bulldin it wfthout Infortnatlon from the MCWD.
StrUCture Pemlit 1. Construction plans.
2. Survey of property with proposed structure shown and with setbacks to properiy lines,oiher strudures on property
and the septic system indicated.The general IoqGon of any sewer and water services should be shovm if appucabte.
3. Grading plan if grading is proposed.
4. Hardcover calculation worksheets
5. Erosion control plan.
6. A copy of Minnehaha Creek Watershed District(MCWD)permits or documentation from the MCWD stating the
proposed project dces not trigger any of their permitting requiremeMs_ Please note,the City will not(ssue a
bulldln rtnit without informatlon from the MCWD.
Tree Removal Call: 952-2d9-d600 to schmdule a single tres rsmoval inspeetion. A re-planting plaN erosion control!management plan
re uired for clear cuttin buckthom or other intensive ve etation removal.
Updated: January 2015
� �� � � DATE TIME �
CITY OF ORONO CALLED IN
INSPECTION NOTICE �,,,/` scHeou�e� /l:,3C�
PERMIT NO.���-T��,7� COMPLETED
ADDRESS a�OS I�� �j
OWNER ' TELE HONE IyO��a' �����
CONTRACTOR ��-�'` � � �
� DESCRIPTION �� �p � `����e
W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL
J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL
2 �NNEAlCOKTRACTOR TO MEET Y�OU:_YES_NO
y COMMENTS:
�
a
j
0
�
0
W
R
Q
�
W
�
W
�
j
W ❑VVORK SATISFACTORY:PROCEED OJECT COMPLETE
� ❑CORRECT WORK 8 PROCEED ❑I E CERTIFICATE OF OCCUPANCY
W
0 ❑CORRECT WORK CALL FOR REINSPECTION TEMPORARY
V BEFORE CONERING PERMANENT
❑GORRECT UNSAFE CONDITION WITHIN HOURS. ❑pH0T0 TAKEN
INSPECTOR W{LL RETURN
❑STOP OROER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in adv . ( 52) 249-46��
OwnerlContractor on site:
Inspector:
White Copyllnspecto�'s File Canary opylSke Notke
t PROPOSED BOULQER RETAINING WALL
� EX I S B
TIN � C� ULDER WALL REPLACEMENT
2605 KELLEY AVENUE , ORQNC� , MiNNESOTA
aF�/iE��� f�� ���� ���lP�.�a��
DATE S•� '�''S
p�p1V CHECKED BY ��
GENERAL NOTES C11 1 OF ORONO
���-�s--, , •�c:•
����
I. IN PREPARATION OF WAIL QESIGN, SOII STRENGTH PARAMETERS WERE ASSUMED, BQSED ON A REVIEW OF SOILS OBSERVED AT THE PROJECT SITE. (T IS THE ROVED
RESPONSIBILITY OF THE OWNER OR OWNER'S REPRESENTATIVE TO VERIFY THE SOlL STRENGTH PARAMETERS ARE REPRESENTATIVE OF THE SOILS AVAILABLE FOR O APPROVED WITH REVISIONS
WALL CONSTRUCTION. IF THE SOIL STREN6TH PARAMETERS ARE FOUND TO 8E INCONSISTENT W1TH THOSE ASSUMED, THIS DESIGN IS NO LONGER VALID AND IT IS p DISAPPROVED
THE RESPONSIBtLITY OF THE OWNER OR OWNER'S REPRESENTATIVE TO NOTIFY VEC SO TNE RETAINING WALL SYSTEM CAN BE REDESIGNED. FAILURE TO NOTIFY -
VEC MAY RESULT IN FAtLURE OF THE RETAINING WALL. B�
Z. DESIGN SOtL PARAMETERS: DATE -�� '�"�� ��
A. RETAINED SOIL: IMPORTED/ON-SITE SOILS, PHI = 30 DEGREES, GAMMA = 125 PCF. ,
` � B. FOUNDATION SOIL: IMPORTED/ON-SITE SOILS, PHI = 30 DEGREES, GAMMA = 125 PCF.
� 3. ANY EXCAVATION PERFORMED BELOW THE FOUNDATION GRADE OF THE WALL SHOULD HAVE PROPER I:I LATERAL �VERSIZING. EXCAVATION OVERS�ZING SHOULD
BE MEASURED FROM THE FRONT TO THE BAGK OF THE LOWEST 80ULDER.
- 4. THIS 5ET OF BOULDER RETAtNING WALI PLANS ARE BASED ON THE SITE GRAQ�NG PLAN, PREPARED BY KEMPER AND AS50CIATES, INC., DATED 4/f/14. IF
OTHER PLANS ARE PRODUCED THAT CONTAIN DIFFERENT INFORMATION THAN THAT REFERENCED, THIS PLAN MAY NEED TO BE REVISED
AND/OR THE WALL MAY NEED TO 8E REDE5IGNED.
5. LOCATION OF THE 80ULDER RETA�NIN6 WALLS IN RELATION TO PROPERTY LINES, UTILITY EASEMENTS, WATERSHED EASEMENTS, OR ANY OTHER TYPE OF S H E E T I N D E X
EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER. VEC ASSUMES NO LIABILITY FOR THE LOCATION OF THE BOULDER RETAINING WAILS, OR IF CONSTRUCTION SHEET N0. SHEET DESCRIPTION
OF THE PROPOSED BOULDER RETAINING WALLS ENCROACH ANY PROPERTY LlNES OR EASEMENTS.
6. IT iS IMPERATIVE THAT THE SITE SURVEYING OF THE BOULDER RETAINING WALLS BE BASED ON THE PLANS REFERENCED A80VE AND NOT PROFILE PLANS DONE WI TITLE PAGE & GENERAL NOTES
BY VEC. SURVEYING OF THE BOULDER RETAINING WALLS MUST TAKE INTO ACCOUNT THE DESIGN BATTER INDICATED ON TNE ENCLOSED PIANS AND DETAILS. YV2 WALL CONSTRUCTION NOTES
FAILURE TO TAKE INTO ACCOUNT WALI BATTER FOR THE 80ULDER RETAINING WA�L SURVEYING WILL PRODUCE INCORRECT LOCATIONS OF ALL TOP OF WALL AND
SHALL BE CORRECTED AT NO CO&T TO VEC. W3 WALL ELEVATION VIEWS
7. WALL GEOMETRY, LOCATIONS, SLOPES AND SURCHARGE LOADS FOR THE 80ULDER RFTAINING WALLS WERE ASSUMED FROM THE PROJECT PLANS REFERENCED W4 SECTIONS ,4ND DETAiLS
ABOYE. IF CONDITIONS VARY GREATLY IN THE FIELD FROM THOSE SHOWN ON THIS PLAN, VEC MUST BE NOTiFiED PRIOR TO CONSTRUCTIOId OF THE BOULDER
RETAINING WALLS TO REVIEW THE DESIGN AND/OR PLANS. MODIFICATIONS TO THE DESIGN AND/OR PLANS MAY 8E REGIUIRED AFTER THE REVIEW, AND MAY W5 WALL LOCATION SKETCti
TAKE UP TO TEN BUSINESS DAYS TO COMPLETE.
8. PIEASE REFER TO ANY PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. IF THERE ARE DISCREPANCIES BETWEEN ANY INFORMATION ON THESE PLANS J
AND INFORMATION IN THE PROJECT SPECIFICATIONS, THE MORE RESTRICTIVE iNFORMQTION TAKES PRECEDENCE. � �( � (�'� � C.` �t��f,..-
c, C� �� "��'C`��:
PROPOSED BOULDER RETAINING WALL SCALE: O I SHEET: OF: C� CLIENT:
�/ickery �n�ineering� �onsulting, LL� EXISTING BOULDER WALL REPLACEMENT � � W I v BECHLER LANDSCAPE
VERIFY LINE ABOVE MEASURES I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONS, OR
'��-' ��E�a�eWo�dsp��e 2605 KELLEY AVENUE ORONO, MINNESOTA N�NE I-INCH. IF IT DOESN�T, ADJUST
, REPORT WAS PR RED Y ME OR R MY D RECT
�denPrairie,MN 5534� TITLE PAGE AND GENERAL NOTES SCALE ACCORDINGLY SUPERVISION A H A DU ICE ED P FESSIONAL
�hone: 952-465-82i2 ENGINEER D R A S NE ST MINNESOTA.
REV. N0: OATE: DESCRIPTION: VEC PROJECT N0: VEC (5-083
, www.vic�Ceryene,.com DRAWN BY: RWV
� ��o�5 V��ke��{EnG�nec�inSf�(::��+�,It���,L1_(. REVIEWED BY: VEC RONALD cKe
DATE: 4i28/15 DATe: 4/28 ReG. No.: 24065
.
OULDER WALL NOTES
,�
_SCRIPTlON
iiS WORK CONSISTS OF CONSTRUCTING BOULQER WALL STRUCTURES AT THE LOCATIONS INDICATEQ ON THE SITE GRADING PLAN, PREPARED BY KEMPER AND ASSOCIATES, INC.� pATED 4/l/14, AND PARTIAILY REPRODUCEO ON SHEEt W5.
)ULDER WALLS ARE �'ORMED OF iNTERLOCKING, DRY-STACKED ROCKS WITHOUT REINFORCING STEEL, MORTAR, OR CQNCRETE.
)tdSTRUCTI4N REQUIREMENTS
)ULDERS: BOULDERS SHALL CONStST OF NATURAL StONE WITH VARYtNG HEIGHTS, AND NOMINAl DEPTFfS RANGING FROM t2 TO 36 INCHES.
:NERAL: THE FOLLOWING OEFINITtONS APPLY TO 80UlDER WAL� CONSTRUCTION:
(A) BASE ROCK: THE BASE ROCK IS THE LOWERMOST ROCK IN THE BOULDER WALL, AND BEARS DIRECTtY ON THE SOIL SUBGRADE.
(B) FACING ROClt: THE FACING ROCKS COMPRISE THE @ULK OF THE BOULDER WALL AND ARf STACKED ABOYE THE BASE ROCK.
(C� CAP ROCK: THE CAP ROCK IS THE UPPERMOST ROCK IN THE BOULDER WALL SECTION AND "CAPS" THE BOULDER WALI.
lULOER WALL CONSTRUCI'ION:
(A) $OULDER WALL FQUNDATtON EXCAVATiON: EXCAVATf A FOUNDATION TRENCH AT LEAST 12 INCHES BELQW THE GRADE AT THE BOTTOM Of THE WALL, RUNNING THE FULL LENGTH OF THE PROPO5ED BOULDER WALL, OR TO THE
DEPTH SHOWAi ON THE PLANS. EXCAYATE THf FOUNDATION TO A MINIMUM WIDTH EQUAL TO THE SPECIFIED BASE ROCK WIDTH PLUS 12 INCHES TO INCLUDE THE GRANULAR ROCK DRAINAGf A�GREGATE BEHIND THE 80ULDER WALL.
EXERCISE CARE OURING EXCAVATION OF THE BACK CUT. STABILITY OF TEMPORARY CUT Sl.OPES IS TNE RESPONSIBfLITY OF THE CONTRACTOR.
(B) BOULbER PLACEMENT: PLACE THE FIRST COURSE OF ROCK (BASE ROCK) ON FIRM, UNYIELDfNG SOIL WITH FULI CONTACT BETWEEN THE ROCK AND THE St18GRADE. EXCAVATE ANY LOOSE, SOFT OR OTHERWISE UNSUITABLE MATERIAL
PRESENT AT FOUNOATION GRADE AND REPLACE WITH FOUNDATION FILL. COMPACT 7HE FOUNDATION FILL AS NEEDED. QS TNE BOULDER WALL iS CONSTRUCTED, PLACE THE ROCKS SO TNAT THERE ARE NO CONTiNlJOUS JQINTS iN EITHER
, THE YERTICAL OR LATERAL DIRECTION. STQCKPILE A SUFFICIENT NUMBER OF ROCKS TO PROVtDE A GOOD SELECTIpN FQR PLACfMENT. TO OB7A1N A BETTER FIT� PLACE ROCKS WHICH DO NOT MATCH THE SPACES OFFERED BY THE
` PREVIOUS COURSE IN A DIFFERENT LOCATIQN. AYO1D PLACING ROCKS WHICH HAVE SHAPES THAT CREATE VOtDS WITH A LINEAR DtMENS10N GREATER THAN 8 INCHES. EXCEPT IN ISOLATED CASES, PIACE EACH ROCK SO THAT IT BEARS
ON AT LfAST TWO ROCKS BELOW IT. LOCATE AT LEAST ONE BEARING POINT A D15TAP10E NO GREATER THAN 6 INCHES FROM THE AVERAGE FACE OF THE BOUEDER WALL. THE ALLOWABLE TOLERANCE FOR 9ASE ROCK WIDTHS IS 3
' INCHES; HOWEYER. DO NOT PLACE TWO OR MORE CONSECUTIYE BASE ROCKS WITH A WlDTH LESS THAN SPECIFIfD ON THE PLANS. SLOPE THE TOP SURFACE OF EACH ROCK TOWARDS THE BACK OF THE BOULDER WALL AT AN INCLINATION
OF AT LEAST (0 PERCENT. THE MINIMUM BOULDER WALL THICKNESS IS BASED ON MINtMUM BASE ROCK WtDTH, AS SPECIFIED ON THE PLANS, AND ALI.OWABLE FACE BATTER, THE REtlUIRED MINIMUM FACE BATTER IS (O DEGREES.
SECURELY PLACE FACING ROCKS SQ THAT THE ROCKS ARE UNABLE TO BE MOVED WITH A PRY BAR AFTER THE BOULDER WALL IS COMPLETE.
(C) VOIDS: WHERE VOIDS WITH A MIN{MUM DIMENSION OF 6 INCHES OR GREATER EXiST IN TNE FACE OF THE BOULDER WALL, �HINK TNE VOIOS WITH SMALLER ROCK.
(1) lf THERE iS NO ROCK CONTACT WITHIN THE BOULDER WALI THICKNESS, CHtNK THE VOID WITH A SMALLER PIECE OF ROCK.
(2) CHINKING ROCKS SHOULD NOT PRBVIOE PRIMARY STRUCTURAL SUPPORT FOR THE OVERLYING ROCK.
(3) CHiNKING ROCKS SHOULD NOT BE ABIE TO BE MOVED OR REMOVED BY HAND AFTER BOULDER WAIL IS COMPIETE. RESET 104SE CNtNKING ROCKS UNTIL SECURELY PLACED OR GROUTED IN PLACE. DO NOT ALLOW GROUT TQ BE
READILY ViS1BLE FROM THE FACE OF THE BOULDER WALL.
(D) BOUIQER WALL DRAINA6E: INSTALL DRAINAGE AGGREGATE� CONSISTING OF .3/L►' TO � I��L' CLEAR CRIJSHED A�GREGATE (N� PEA GRAVEL)� BETWEEN THE BOULDER WALL AND THf BACK CUT FACE BEING SUPPORTED. THE
DRAINAGE AGGREGATE LAYER SHALL BE TO THE DIMENSIONS SNOWN ON THE PLANS, WITH A MINUMUM DEPTH OF !2 INCHES. PLACE DRAiNA6f AGGREGATE CONCURRENT WITH 80ULDER WALL SO THAT AT NO TtME tS EITHER MORE THAN
12 INCHES HIGHER THAN THE OTHER. SEPARATE THE CRUSHEO ROCK FROM THE BACK OF THE BOUlOERS BY A NON-WOVEN 6EOTEXTILE (MIRAFI 140N OR APPROVED EQUAL). OVERLAP THE NON-WOVEN GEOTEXTILE AT IEAST (8 IAICHES
AT ALl SEAMS. THE TOP OF THE DRAINAGE AGGREGATE SHOU�D ALSO BE �CAPPED" WITH THE GEOTEXTILE, AS SHOWN ON THf CROSS-SECTION5.
PROPOSED BOULDER RETAINING WALL CALE: 0 1 SHEET: Of: CLIENT:
�/ickery �ngineerin�� Consultin.��, L�C EXISTlNG BOULDER WALL REPLACEMENT 1 1 W2 5 BECHLER LANDSCAPE
VERIFY LINE ABOVE MEASURES 1 HEREBY CERTiFY THAT THIS PLAN, SPECIFICATIQNS, OR
149-4i Vil�a�eNloods�rive 2605 KELLEY AVENUE, ORONO, MINNESOTA NONE I-INCH. IF IT DOESN'T, ADJUST REPORT WAS PR RED Y ME OR R MY D ECT
��en Prairie,MN 5534T BOULDER WALL NOTES SCALE ACGORDINGLY SUPERYIStON A H A DUL ICE ED FESSIONAL
phone: 95Z-�4'65-8272 ENGINEER D R A S HE $T INNESOTA.
REV. N0: DATE: DESCRIPTIOId: VEC PROJECT N0: VEC 15-083
� www.vic�ceryen�.com DRAWN BY: RWV
~ i�20�5vKkeryEn�ineerin�¢brConsu�tin�(_(_C REVIEWED BY: VEC RONALD CKE
DATE: 4/28/15 DATE: 4/P ReG. No.: 24D65
� 2 3 4 3 2
W4 W4 W4 W4 W4
947 ------r-------r-------i-------�-- ---�-------r------i------ -------�-------�--------i— -----�--947
946 ------I--------l-------a--- ---I-------�--- ------�-------I-------I— -----a-946
--T6P13F- t1 ----
� ( �` __ �______ � __ GRADE EHIND WALL
945 ------�------�-----�— ----�945
I 1 I I I I I I I I
944 ------�---------�-------t- ---r--- ----�------ ------r------ -------fi-------r---------1— -----t-944
943 -----
-----1-------I------- — --I----- -I-------I------ -------I-------I-------I— ----�-943
942�� �",�,,,-.`�4—� --=—�------�-- --�------�--- � ------�------�-----�— ----�942
941--fi-------t----- ��'������t— ---r--- ----�-------1-------�--- -- -------t-------r--------1— -----t-941
— —i-------l-------I------ -----�--------i--------a— ----�--940
940--J-------l-------J------���.�„— — --
939�------�-----�------�--- —�~`—'��•c----- —�------�----- ----- � ------�-----�— ----�934
I I I I I `�+I�,�� I I I I
938--t-------r-------1------�--- ---r-------r---�-...�$��— — ----- -------t--- --r-------1— ----�--939
937---�------I--------IBQSEOF�L{ ----I-------i-------�--���.c.,�� -- -------I------- -----I— -----�-937
I I_----- I r I I l ------� � � -- � �— ---�
936------- --------------------------- --- — — ----- -- — 436
---
I I I I I I I I ���� I I I
935--f-------r-------1-------t-------r-------1---fttdt3NE8f-�t?E�k�BASE— -----�----`'_"i�:..���—
------j -----{-935
934--a-------�--- ---l-------�-------I-------a-------4-------�--------�------�----���---- -----�-934
I I I-- � ------�-----� ----- � ------I I_ I _ i _�`''�� I
933�------�-----� ---- I I I I I -----� -----� -----�-----� ----�933
932--k-------r-------1------fi------r---------�------rt------�------�-------r-------r--------�-------t--932
931-�-______�-_____-�______t______�-_____� _____t_____ r_____-� _____t______r_____� _____-r-931
O O � � N N 1n I� �1 �Y tA tn �O
+ �- + + + + t + �F + + �F +
O O O O O O O O O O O O O
� Q Q Q Q Q Q Q Q Q Q Q Q Q
. F- !-- F- I- F-� 1- F- F-- F- F�- F�- F�- F-
t/� tA N fA tn fn tA fn N fn fn U� fn
� BOULDER WALL - ELEVATION VtEW
� REPLACEMENT WALL EAS7 OF THE BOATSHED MAXIMUM BEARING PRESSURE = I 000 PSF
W3 (SCALE: I"=5'-0")
NOTES
LEGEND
I) GRADES SHOWN ARE APPROXIMATE, AND MAY VARY IN THE FIELD AT THE TIME
OF CONSTRUCTION. MINOR ADJUSTMENT OF THE TOP AND BOTTOM OF WALL
X ELEVATIONS IS PERMiSSIBLE, PROVIDING THE CROSS-SECTIONS INDICATED ARE
wX - INDICATES CROSS-SECTION TO FOLLOWED. SEE SMEET W4 FOR CROSS-SECTION INFORMATION.
BE USED (SEE SHEET W4)
2) MINIMUM EMBEDMENT IS SHOWN ON THE CROSS-SECTIONS. EXTRA EMBEDMENT
IS ALLOWED IF NEEDED TO ACCOMODATE B4ULDER SIZES.
PROPOSED BOULDER RETAINING WALL SCALE: SHEET: 1.l3 oF: 5 CBECHLER LANDSCAPE
�/ickery �n�ineerin���onsult��,�, LL� EXISTING BOULQER wALL REPLACEMENT �y
i444i �/illa�e`11(oodsDrive 2605 KELLEY AVENUE ORONO MINNESOTA 5 2•5 O 5 �O I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIOPIS, OR
�den Prairie, ' ' . _ , REPORT WAS PR RED Y ME OR R MY D ECT
MN 55347 SCALE: I 5 SUPERVISION A H A DUL ICE ED P FESStONAL
phone: p 5 2-4 6 5-$Z 7Z WALL ELEVATION VIEW ENGINEER D A S E ST MIN N ESO T A.
REV. N0: DATE: DESCRIPTlON: VEC PROJECT N0: VEC 15-083
. www.vic�Ceryen�.com DRAWN BY: RWV
REVIEWED BY: VEC RQNALD c�
" a�20�5 uKkery�ngineering8.�.ons�.lting,(.{�.
DATe: 4/28/15 DATE: 4/2 Ree. No.: 24065
TOP501L
—���—�
—��—���—���
'0�ER i� I I I—I I!—I I I .
NOTE: QLL BOULDER SHAPES SHOWN I I�=I I I,;,)I I,;,I I I;: —;
ARE FOR DETAILING PURPOSES ONLY. ie•iNCH '— TOPSOIL —
eoaoeR -MiRAFI TYPE I40N �I i
3'-0" l �(OR E�UAL) _ —I I ITI I I-
ACTUAL BOULDER SHAPES MAY VARY 1—_ —��►-►�I-1 I 1=►, —�I I—)I I—)I I—)�
24-INCH
GREA7LY iN THE FIELD. BOULDER �''0' —�/ BOULDER �2� M�NlMUM OF—, „-,,,�„ I I—I I I—I I I—I I I—I I I=
(MIN} =I I I � I—FREE-DRAINING;I I(= eouoea � —�I I—I I I—�I I—I I I=I�
SIZES SHOWN ARE MINIMUM DEPTH OF IIIAGGREGATE�, III—III=III—III—III;
THE BOULDER, AND THE DEPTHS SHOWN �I I I���I I I�;,I I I�i�I I I=I I I��iI I I=I I I,;,)(I��iI I 24-INCH I i i)I(i�iI I Ii i�I I Ii i iI I I=
!N THE CROSS-SECTIONS SHOULD 8E ��� �O��R -MIRAFI TYPE 140N-I I�
(OR EQUALI I(—I
CONSIDERED MINIMUM DEPTHS INTd THE PROPOSED BOULDER WALL 5�-0• I I 1=1 I l���1 I 1���I I I���I I�
SIOPE (PERPENDICULAR TO THE WALL 2 3-FOOT MAXIMUM WALL SECTION — 12' MINIMUM OF-
I f—I IFREE-DRAINING��I
FACE). BOULDER HEIGHTS MAY YARY. W4 (SCAIE 3/8°=r-o•) � ab-irtcH I(I-AGGREGATE -
Bou�DER II=III—III—II
�'-0' '=11I %� I I1=1I1=1I I-
(MIN) '��_� � I=I I I—I I I=�
—I I 1—I�'—
12-INCN ie-iacr+ 24-INCH I-I I I-I I�-=I I I-I I��I{I I�I��I I I—I I I—I I�
OU.DER BOULDER �—'' �1—_—Ili I11—
BOULDER
PROPOSED BOULDER WALL
� TaPsoi� 4 5-FOOT MAXIMUM WALL SECTION
, —I�� W4 (SCALE 3/8"=1'-0")
' 36-INCH 30-INCH — I I=I I I—I I Ii
� BOULDER BOULDER ia-�ucN I=I I I—I I I—I I I=
Bo��R � �_���_���—���—�'
,I I I-I I I I I 1,-1 I I-
24-tNCH MIRAFI TYPE 140N_��,
BOULDER (OR EQUAL) I=
4'-0• I 1=1 l 1=1 I 1=1 I 1='
PROPOSED BOt�DER WALL �I I—I I I—I I 1=1 I I=
� BOULDER DESIGNATIONS � _�2' MINIMUM OF_
W4 (NOT TO SCALE) ��_p• __ \ OU DER �FREE-DRAINING��I I
(MIN) -I I� �I=AGGREIGATEI I
���—�I��ii���=
���—����������1����=���_���_���=���i
-I�►— —I I I,;,I I I-1 I 1-1 I I_,;
PROPOSED BOULDER WALL
3 4-FOOT MAXIMUM WALI SECtION
W4 (SCALE 3/8'=1'-0")
onsu PROPOSED BOULDER RETAINING WALL CALE: i i SHEET: � ` oF: 5 CLIENT:
�� BECHLER LANDSCAPE
vic�Cery �n.�Pineerin��C �t�n.�,P, L�.. EXISTING BOULDER WALL REPLACEMENT
�� AS VERIFY LiNE ABOYE MEASURES I HEREBY CERTIFY THAT TH{S PLAN, SPECIFtCATtONS, OR
i4441 Villap�eWoods�rive 2b05 KELLEY AVENUE, ORONO, MfNNESOTA I-(NCH. (F IT DOESN'T, AOJUST REPORT WAS PR RED Y ME OR R MY D ECT
�den Prairie,MN 55347 SHOWN SCALE ACCORDINGLY SUPERVISION A H A DUL ICE ED P FESSiONAL
p}�one: 952-465-8272 SECTIONS AND DETAILS ENGINEER D A S E ST MINNESOTA.
REV. N0: DATE: DESCRIPTION: VEC PROJECT N0: VEC 15-083
• www.vicker�yene�.com DRAWN BY: RWV
REVIEWED BY: VEC RoNA�o cKe
� i�20�5 UKk�ry�ngineering�rConsultineJ�C
DATE: 4/2$/15 DATE: 4/28 REG. No.: 24065
� ! ■ �
.
. f ` ,.�,
. ��* � -����'''��'"-� � '; . � ��
� i � �► 1 � � ► � 4
r. � � �
�►•,`, ��y��� + a'{ �.,,�►'' j `� �
i ' , /�'�r�,����� •f ' � t ' •
� ,� �+`,,,•t , �� �' � � , � �• ��
�� + * � ��' � � y�
• - �l;�� tT , ,, ' , �1 p
�� `
' ,i • T t � �
�� U � � \ i
������.� .� � r , i f� \
L � � ���1,�' � . �
� � � �,�.i << ��
, . �� � �►
� , r � . .
_ � . ��
� . + ,�„� ,. . �. ,� � , .. .
� �
'� ' ��� � � � �'�
� - .
�� ��� a '�� � � ,��� �����
` ��� � .+, ' I���, r: �'
/� �► ...�1 � ��.a� � .=.:;� t + �
• � a * —1= i . `�,\1 r�.� -,.,
. � r ��� � j,--.:�., ,�,, . -� �
1 � � - � _ : � ��� _� . �`,` �= -{ ��t�� �',�
` C_ �� 1►���, a ,r,r�'"` ��`�
� 1 -� � `� ��!�s�"-
♦� � -�--r � � "✓��f �. �l �� �
� � y � � � i `'� � '�• � � �■�, `-` � �f ������ti'� ,��
• ; ��� -'_"�ix. � � }1 �
� 7 , ��._ 4��,_r � �F1 �
� � � � �r � •� � i r ,.;: -y � � ��5*� i
� . ! �� �� �, ,�!! -�,� �,, t �,
. . , • . � � �r �+ � � ��� --�� � � ; ,�'���� �f
� � . � �� �\1t � �
l� - (� . � � � ��—�
� . � �� 1��� � _
-...w ��,��.�1� �• • ��--� �-�-�
� - '� � �. . ��� ''��:
I���. . .
� �ir:ll � y • � � ,`,�►
� • r i , � �, � �
� � ��� � r �
�
,��• �/�� �"� � �
. . i,��t �_� ,� ` - a ��
'�►\■ �= � � - .� i
� � � . . ,�\�1 � �l�'.�-� °►
, • � ,
: � � • �i���r � �� � i
��[�!�7► � � ��
� ' r � ' �� �'
• �.��i � _ �
� • � � •��►���-� : �, ,1 � - �'
� � � - • � � , l��,a,1��+:� �•._.�.-� �
. � • � . *,% �r�'� �� �'
:a _ � ,
� `, . �
� • � i �', -�'1, �.�''�1• • •y •
�' i � • � � � �,n�� } . . � �i
i �
+,. � . . ,
� � ` �J ' , � '' t ~�
f .
. � , � � * ��� � �. � ,. �
. � � � � • • � � `
tr� � . ° ���� ti �� 1 ' ` . � M 5 ��1+ : I
J
� � � � / � � � � � � ' � � � '
�
• i � I 1 ■ � �
� � :1 _ .
•.• � � a � ' • � • � � � �
� f �� • � .�- � .- .
�� . .
� � � � � �-� � � � �� �
. . - _ �. / .� �/.� �
� �� � � •. � � : �
• __ � - . : � � �f►�*•-
/ , /'
� �� �
, : I '' '
�� CZ��� �� , ,.