HomeMy WebLinkAbout2017-01427-issued? - retaining wall CITY OF ORONO
BUILDING PERMIT APPLICATION
FOR NEW STRUCTURES OR ADDITIONS
�O A T MailiPO Bo�r66� Permit number: Q 7-�� 7
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Crystal Bay, MN 55323-0066 � /) Date received: / -Q/�
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StreetAddress:' � Received by:
ti�, G� 2750 Kelley Parkway ,D' Plan review fee:
CqkfSHO�� Orono, MN 55356 �
Main: 952-249-4600 Total Fee: /� D�
Fax: 952-249-4616 www.ci.orono.mn.us
This application form must be completed in full and all required information must be submitted.
Incomplete applications will be returned. (P/ease print)
GENERAL INFORMATION: 2 �r /�, ��� � .
Job Site Address: �J'� � �S— �,3 �� �(�3 7 �j�j�SpC�2� � �"��
Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes ❑ No
/f yes,a special event permit is required with Police Department and City Council approva160 days prior to the event. Shuttle bus service will be
required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed.
CONTRACTOR/APPLICANT INFORMATION: �-^
Name: ��VanC,er.� (.CJr�� �*"ru-��'►ar�� , 1.r�•
State License# � /�d�- Expiration Date:
Phone: cell I Z "3; ` - office �L��/�j-7 3��
Mailing Address: �6�o -r- . f �.a.,..�, Cit : �-� ZIP: �'
Contact Person: �� N 1 Applicant is: ontrac / Homeowner �c�►cie one�
Email and/or Fax: �" c��, . �w.r '�J
PROPERTY OWNER INFORMATION:
Name: k c;P�< s.�! �f��
Phone(day): 1pl Z-�o�� S 3�15� ��'�
Address: �-y-- Ld w��r� City: ZIP:
Email and/or Fax
ARCHITECT/ENGIN ER INFORMATION:
Name: �IVi� �`'S��r� ���.
Phone(day): �2 � ' J� � c i
Address: ^��,�,,w.s,�_�i-,� City: ZIP:
Email and/or Fax:
PROJECT INFORMATION: Descri tion of pro�ect:
1.Type of Project 2. Proposed Use 3. Structure Type 4. Sewage Disposal&
Water Supply
❑ New Construction ❑ Single Family with ❑Accessory Bldg./Garage
❑Addition attached garage ❑ Deck ❑ Public Sewer
❑Accessory Building ❑ Single Family with ❑ Office/Commercial
❑ Relocation ,L� • �,f �� detached garage ❑ Residence ❑ Private Sewer
�Other: (specify) �P.1-�.��lr' ���� ❑ Multiple Family/Condo ❑ Retaining Wall(s)
� ❑ Public 4-feet or greater ❑ Public Water
**Any earth movement may also require ❑ Commercial ❑ Storage
MCWD review 8�permits. ❑ Industrial ❑Warehouse ❑ Private Well
Minnehaha Creek Watershed District(MCWD) ❑ Other: (speCify) ❑ Other(SpeCify)
15320 Minnetonka Blvd
Minnetonka, MN 55345
Phone: 952-471-0590
Fax: 952-471-0682
www.minnehahacreek.or
Estimated Construction Valuation (excluding land) $ ��j U�� ' I`��LE��/�d
�'�i``� � ..� ����
Last Updated: January 2016 CITY OF OROt�Q
STRUCTURE INFORMATION:
1.Structure Dimensions 1. Structure Dimensions(continued)
a. Length(ft.)= Number of bedrooms= 2. Occupancy:
b.Width(ft.)= Number of garage stalls:
3. Occupant Load:
Areas in spuare feet Attached=
c. Basement= Detached= 4. Type of Construction:
d. 151 Story =
e. 2"d Story= 5. Code Edition:
f. '/z Story =
g.Total Area=
REQUIRED SUBMITTALS:
All of the information must be submitted in order for your application to be processed:
Not
Enclosed A licable
❑ ❑ Buildin Permit Escrow A reement and Fees
❑ ❑ Plan Review Fee
❑ ❑ Com leted A lication Form
❑ Pro osed Buildin Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8'h x 11 set
❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements
❑ ❑ Surve —2 full size, to scale meetin ALL surve requirements
D ❑ Hardcover Calculations
❑ ❑ Se tic S stem Certification
❑ ❑ Minnehaha Creek Watershed District(MCWD)Permit or
Documentation from MCWD statin no ermit is re uired
❑ ❑ Landsca e Walls and/or Retainin Wall Plans
❑ ❑ Stormwater Pollution Prevention Plan SWPPP
❑ ❑ Access Permit
❑ ❑ Data Privacy Advisory Form
APPLICANT/OWNER ACKNOWLEDGEMENT:
• Agrees to provide all information required or requested by the Building Department;
• Agrees to pay the City of Orono for engineering consultant review costs in excess of$500;
• Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are
solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to
reject it until it is complete;
• Acknowledges the Escrow Agreement is completed and signed;
• Understands some or all of the information that you are asked to provide on this application is classified 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 subject 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 governmental agencies
required by law. If you refuse to supply the information,the application may not be issued.
• Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the
Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000
escrow to ensure completion of the as-built survey and all site improvements.
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ApplicanYs Signature: �l�i-�v� �''�"--"`.�-�' Date:
Owner's Signature: Date:
Last Updated: January 2016
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PLAN REVIEW CHECKLIST FO NE STRUCT RES / ADDIT�ONS
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Address: ' � '�� P�Q CZ�N Per�hit No.:�'�- '�����
Description of work: �.L�GIIVI t fr'l O1 d�` Date Rec'd: _ �� ����"
Septic review by: Date Approved:
Zoning review by: Date Approved:
Building review by: Date Approved: �� /�e
�,ht C� Q ,!
�g-review by: ,� Date Approved: 7/r(�c//,�
Zoning District: Zoning File#:
Resolution? Yes Reso#: Reso Date: Signed: Yes No Resolution/ NA
Zoning: Lot Area: SF/AC Width: Structural Coverage: SF %
Survey Submitted: 0 Yes � No Date of Survey: Revised date(?):
Landscape plan submitted? 0 Yes Landscaper: 0 No/ None proposed
Pro osed Setbacks:
Front(Lake) Rear(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland
Side Side
Buildin Hei ht Anal sis: ����
Distance Between First Floor a[�efined Top of Roof(See"building heighY' �a� �
definition :
First Floor Elevation from buildin lans : (b)
Highest Existing ground level (per survey) or 10' above lowest ground level, ���
whichever is lower:
Difference between b c "`: �� (d)
DEFINED HEIGHT
"If highest existing adjacent grade is above FFE-Height is(a)-(d): (e)
"If hi hest existin ad'acent rade is below FFE-Hei ht is a + d
Shoreland District MCWD Permit erage Lakeshore Setback g�uff
Met?
� Yes � No Permit Number: � Yes 0 No 0 N/A 0 Yes � No
� N/A—se ttached Setback:
Stormwater Quality Existing Proposed
Overlay District Tier Hardcover Hardcover Variance Required CUP Required
circle one % and s , % and s
� � Yes 0 No 0 Yes � No
1 2 3 4 5 Type(s): Type(s):
Updated: June 2017
z:\forms\plan review checklist 06-2017.docx
` . � Fees to be Char ed YES NO
� Permit '
Plan Review
State Surcharge
Investigation Fee ✓'
SAC—tdumber o#SAC Units V^
Other(specify) �
S uare Foota e $ er S uare Foota e
Basement X = $
1� Floor X = $
2nd Flool' X = $
Garage X = $
�I _/
Estimated Construction Value: $ _ d��0
Orono Inspections Required Work Requiring Separate Permits
`�Footing � Site O Plumbing � Grading/Filling
� Poured Wall � Silt Fence/Erosion Control 0 Mechanical 0 Fire
0 Foundation Survey O Hardcover Removal 0 Fireplace � Water Connection
� Framing � Other(specify) 0 Masonry 0 Sewer Connection
� Waterproofing/Drain tile 0 Mfg. 0 Lawn Irrigation
0 Foundation Waterproofing � Other(specify) 0 Landscaping
� Framing 0 Septic
O Insulation
� As-Built Survey
Final
0 Lathe Required State Permits
t er( peci )
� � Well 0 Electrical
REMARKS (in-house):
OFFICIAL REMARKS-TO BE NOTED ON PERMIT AND INITIALLED:
0 See Builder Acknowledgement Form
0 Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved.
Updated: June 2017
z:\forms�plan review checklist 06-2017.docx
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� DESIGN PROVISIONS: (SUGGESTED QUALITY ASSURANCE PROVISIONS CONTTNUED)
� 1. THE FOLLOWING EFFECTTVE STRENGTH PARAMETERS WERE ASSUMED IN 2. WALL CONSTRUCTION SNALL BE SUPERVISED BY A QUALIkTED HNGINEER OR
THE PREPARATION OF THE STRUGTURAL CAI.CUTATIONS FOR THE TECHNICIAN TO VERIFY FIELD AND SIT'E SOIL CONDITIONS.IF THIS WORK IS
o BOULDERS RETAINING R7ALL SYSI"EM: NOT PERFORMED BY THE SITE GEOTECHNICAL ENGINEER, A QUALIFIED
� . GEOTECHNICAL ENGINEER/TECHNICIAN SHALL BE CONSULTED IIV THOSE
� � � 'y SOIL TYPE �� �� l MATTERS PERTAIIVING TO THE SOIL CONDITIONS AND WALL PERFORMANCE.
8 RETAINED SOIL 34° 0 PSF 120 PCF SELECT GRANULAR /`��9 3. THE FOLTNDATTON SOILS AT THE BASE OF THE WALLS SHAI.L BE INSPECT'ED
BY TNE GEOT'ECHTIICAL ENGINEER ANY LTNSUITABLE SOILS OR IMPROPERLY
o FOUNDATION SOIL 32° 0 PSF 120 PCF SILTY SAND Y � ` 1 COMPACTED EMBANKMENT MATERIAL SHAI.L BE REMOVED AND REPIACED
� �_ " / AS DIRECTED BY THE ENGINEER PRIOR TO WALL CONSTRUCTION TO
p CDP WAS PROVIDED NO SOILS INFORMATION FOR THE PROJECT. THE SOILS ��- �� � PROVIDE ADEQLIATE BEARING CAPACITY AND MITTIMIZE SETTLEMENT:
a INFORMATION WAS PROVIDED BY ADVANCED WALL STRUCTURES.
� �� 4. ALL WALL EXCAVATION AND RETAINED SOILS SHALL BE INSPECTED FOR
� 2. THE WALLS ARE DFSIGNED TO MEET THE FOLLOWING DESIGN PARAMETERS �—' GROUNDWATER CONDITIONS. ANY ADDITTONAL DRAINAGE PROVISIONS
N AND MAXIMUM SURCHARGE LOADINGS: REQUIRED IN THE FIELD SHALL BE INCORPORATED INTO THE WALL
� CONSTRUCTTON AS DIRECTED BY THE GEOTECHNICAL ENGINEER
x LTNIT TYf'E: BOULDERS
� LNE]AAD: 250 PSF 5. WALL BACKFILL MATERIAL SHALL BE TES"CED AND APPROVED BY THE
5 DEAD LOAD: 0 PSF ENGINEER, MEET'Il�iG THE MINIMUM REQUIREMENTS OF THE APPROVED
�' BACK SLOPE: NONE --- DESIGN PIANS OR SPECIFICATIONS.
� 3. THE FOUNDATION SOILS AT THE WALL LOCATIONS SHALL BE CAPABLE OF SHEET INDEX 6. ALL SOIL BACKFILL SHALL BE TESTED BY THE GEOTECHNICAL ENGINEER FOR
� SAFELY SUPPORTING THE MINIMUM APPLIED BEARIlVG PRESSURE AS SHOWN — MOISNRE, DENSITY, AND COMPACTION PERIODICALLY (EVERY 2'
� ON THE WALL PROFILES WITHOUT FAILURE OR EXCESSNE SET'TLEMENT. SHEET DFSCRIP'TION VERTICAI.LY, 100'-200'C/C}MEE'ITNG THE MINIMIJM REQUIREMENTS OF THE
� LOCAL BEARING CAPACITY SHALL BE CONFIRMED BY THE SIT'E APPROVED DESIGN PLANS OR SPECIFICATIONS.
GEOTECHIJICAL ENGINEER AFTER FOUNDATION EXCAVATION AND PRIOR 1. TTTLE SHEET
� TO WALL CONStRUCTION. Z. g�p� 7. THE CONTRAC fOR SHALL ESI'ABLISH AND MAINTAIN QUALITY CONTROL
� 3. WALL 1 ELEVATION FOR THE CONSTRUCI'iON OF THE WALL TO ASSURE COMPLIANCB WITH
S[JGGESTED QUALTTY ASSURANCE PROVISIONS: CONTRACT REQUIREMENTS AND MAINTAIN RECORDS OF 1TS QUALITY
�3 4. WALL 1 ELEVATION CONTROL.
2 1. MULTIPLE CONTRACTORS (FENCE,WALL, GRADING, ETCJ MAY BE USED TO 5. WALL SECT'IONS
o COMPLETE THE OVERALL PROJECT AS SHOWN ON THESE SHOP DRAWINGS. S. ALL WALL ELEVATIONS, GRADES, AND BACK SLOPE CONDITIONS SHALL BE
� PIANS DO NOT DEFINE SCOPE OF WORK FOR INDMDUAL ENTTTIES. SEE VERIFIED BY THE ENGINEER IN THE FIELD FOR CONFORMANCE WI'fH
o� CONTRACT DOCUMENTS FOR SPECIFIC DETAILS ON THE SCOPE OF WORK APPROVED DESIGN PLANS.ANY REVISIONS TO THE STRUCTl1RE GEOMETRY
d THAT WILL BE PROVIDED BY ALL PARTIES. OR DFSIGN CRITERIA SHALL REQUIRE DESIGN MODIFICATIONS PRIOR TO
� PROCEEDING WITH CONSTRUCTTON.
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� NOTES:
� 1. THE STTE PLAN SHOWN I5 FOR ILLUSTRATIVE PURPOSES ONLY. 1T WAS
� REPRODUCED FROM ALL,IANT ENGINEERING GRADING AND DRAII�TAGE °�ya
� PL11N PIAN(PROJECT'#Z14-015?)DATED OS/17/2016. %, O 50 100 150
2. THE APPROXIMATE LO(`.ATION OF UTILTI'IES KNOWN TO E?QST AS m '
� SHOWN ON THE PIANS ARE BASED ON THE $EST INFORMATION y „' GRAPHIC SCALE IN FEET
°� AVAILABLE AT THE TIIvtE OF PIAN PREPARATION. �a'
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� 3. THE CONTRACTOR SHALL VERIFY INVERTS OF PROPOSED AND E)QSTIIJG
� UTILTTIES TO ENSURE THERE ARE NO CONFLIGTS.THE ENGINEER SHALL
BE CONTACTED IF CONFLICTS ARISE AND AN ALTERISATNE DESIGN MAY
� BE REQUIRED.
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1020.00 j i � ' 1020.00
BW-1022.60 BW-1022.60 "
i � o Z� RCP INV FINISHED GRADE AT BOTTOM OF WALL i
i BW-1021.00 E ( EL-1022.60 t BW-1020.98
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� MIN.REINFORCEMENT i i � GRAVITY WALL i
Y� DEP'TH(FEE'1�
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� DIST ALONG ' i ' �
� WALL(FEE'1� 254.00
o "ALL ELEVAT'IONS 120 130 140 150 16Q 170 180 190 200 210 220 230 Z40 250
� SHOWN IN FEET'•
� BOULDERS WALL 1 - FRONT FACE ELEVATION
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� CIVIL DESIGN �� ` `I�a d��
� Z y�, ORONO,MWNFSOTA �„�,��N„ 5tane of Mlnnaota.
� PR � FESSIONALS 4 1"-la ,1,� 17�os�s
°`°"�"`�"8°°"°`°�'°�a°�*"'°'�'a"'�'° s °"" WALL 1 ELEVATION �°"'r°'
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CURTIS J.DERICH3�P.E.
� NOTES:
1. THE SECTTONS SHOWN ARE REPRESENTATIVE WALL SEC7'ION. THE WALL HEIGHTS, SELEGT GRAUTAR BACKFILL: DRAINAGE AGGREGATE::
� ELEVATIONS, TOE SIAPES, AND BACK SIAPES VARY ACCORDING TO THE ELEVATTON PIAN RETAIl�iED BACKFiT..L SHALL BE FREE OF DEBRIS AND ORGANIC DRAWAGE AGGREGATE SHALL HAVE AT LEAST TWO(2)FRAGTURE
� AND SIT'E PIAN RESPECTIVELY. SEGTiONS AND DETAILS APPLY TO SAME AND SIMIIAR 1vlA'T'ERIAL MEETING THE FOLLOWING GRADATION(PHI-26°k FACES. Tf SHAL CONSISf OF CLEAN 1"CRUSHED STONE MBEIING
� CONDITIONS UNLESS SPECIFICALLY NOTED OTHERWLSE. SIEVE SIZE %PASSWG THE FOLLOWING GRADATION:
� 2. UPON EXCAVATiON,WHERE UNSUITABLE AND/OR EXPANSIVE SOILS ARE FOUND,SUBCLTT Z" 1� SIEVE SIZE %PASSING
TO MINIMIJM DEP'TH AS REQUIRED BY THE ONSITE GEOT'ECHNICAL ENGII�IEER AND REPLACE 3/4" 100-75 1" 100
� W1TH SUITABLE STRUCfURAL GRANUTAR FILL TO ACHIEVE THE REQUIRED BEARING NO.4 20-100 3/4" 100-75
CAPACITY. THE STRUGTURAL FILL SHALL BE COMPACfED IN 6" llFTS TD A MINIMUM 95%
� STANDARD PROCTOR D�NSTTY(ASTM D698). NO.200 0-5 NO.4 0-10
� SELECT GRANUALAR SOIL MAY BE USED W PIACE OF DRAINAGB NO.50 0•5
Q 3. APPROXIMATE LIMTTS OF EXCAVATION VARIES WHBRE SUBCUT IS REQUIRED.ACTCJAL L1MTI5 AGGREATE
� AND SIDE SIAPES TO BE DETERMINED BY CONTRACTOR AND MATCH FIELD CONDITIONS
AND OSHA REOUTATIONS.
D/2 8'1.C)W PERMFABLE SOII.
� 4. THE WALI.S ARE DESIGNED WlTH A MINIMUM 15°WALL BATTER USING COUTAMB EARTH aoaDwnY
� PRESS R�R���ETiNG THE FOLLOWING MINIMUM SAFE'TY FACfORS: T/w Et,-1030.e1 . l e . .
SI,IDING 1.5 12'MIN DRAINAGE TANE •.y'•�' s •'•`''��.•,'�, �'..;.:� :,. •• /
� BFARIN 2.0 ,, . ,". '•...;.,, : .
� 5. THE MINIMUM WALL EMBEDMENT IS SPECIFIED ON THE WALL ELEVAT[ON PIAIJS. (1"cRvsHED SroNP> , : .t;;:;.,,.:,y ON STTE GRANUTAR
.. .:"',:.�.'r: ,.• /�.,, •:.:.• ��
� 1 5° ;;�•.r.:•.,.�;.4* v��8 OZ FII.TER PABRIC(S E E NOrfE 8)
6. THE MINIIriUM BOULDER DEPTH (D) IS A FtJNCTION OF THE OVERAI I, WALL HEIQHT AS o • • '" ,:•`,i • •��• � �
� SHOWN IN THE BOULDER DEPTH SCHEDULE.A SMALLER BOULDER MAY BE USED AS A TOP °' e•.:'.��� ... w�,�'✓ �
1 I:•a:: a.4 �
d BOULDER(D/2)POR FINISHED GRADING PURPOSES(24"MINIMtJM)• x �,Q,�G GRADE �,_1024.73 �'�''`''' •':�•'-` — EL-1025.73(P,�HOVE i-[ov1.J
0 7. BOULDERS SHALL BE PLACED TO AVOID CONTWUOUS J01NT PLANES IN VERTICAL OR _ . ;°' :. _ _ � _`
� IATERAL DIRECTTONS. EACH BOULDER SIiALL BEAR ON 'I�VO OR MORE ROCKS BELOW 1T, �,�_�_ -�_ �_�-, �*::::�.:,.�.- -I—'—'---------��"" ""
W 1 T H G O O D F L A T T 4 F L A T C O N T A C T. V O I� S H A L L N O T E X CEE D 4 INCHES. SMALI.ER " •?�-;``•�`
� BOULDERS SHALL BE USED TO FiLL ANY VOIDS GREATER THAN 4 IIdCHES. ':��•�r=•:_;;;,; APPROX L1ML'fS OF EXGVATION ��3p3
8 B/W ET.-1022.60
� 8. A MIIVIlv[LJM 8 OUNCE GEOT'EXTILE FABRIC SHALL BE PIACED BEHIND BOULDERS DURING �zs�G�E � � SEIECT�RANUTAR
p CON5IRUCTION TO PREVENT DRAINAGE SfONE FROM MIGRATING BETWEEN BOULDERS.
9. THE WALIS SHALL BE BACKFILLED WITH A SELECT GRANULAR IMPORT(W THE 1:1 WEDDGE 1�—� '��1 1�\ ��1
AS SHOVVN)UP TO AN ELEVATION OF 1275.33,1'ABOVE THE HWL ELEVATTON. THE REMAINING 1 \�/ t �� ' - - `� 1 \��
� 1:1 WED(3E SHALL BE BACKFiLLED WITH A GRANULAR SOIL SELECT GRANULAR IS AN ///-----
� ACCEPTABLE SUBSTITUTE FOR DRAINAGE AGGREC3ATE. �
� 10. BACKFILL 50US PLACED BEHIND THE DRAINAGE ZONE SHALL BE COMPACTED IN MAXIMUM 8 SUBCUT(SEE NOTE 2)
WALL SECTION A SEE NOTE 3
INCH L.IFTS TO A MINIMUM OF 95%OF ITS StANDARD PROCTOR DENSTiY(AS"TM D698). (sEcrtoN SHowrr�509 5
� 11. THE WALLS WILL REQUIRE A MINIMUM EMBEDMENT DEP'TH TO THE ELEVATTONS SHOWN ON
THE WALL PROFILES. THE MINIMUM EMBEDMENT DEPTHS SATTSFY THE MIMINUM D�Z e•t,pW pp.xM�ag�son.
REQUIREMENTS FOR GIABAL STABILIT7'BASED ON THE ASSUMED SOIL PARAME'TERS USED IN ROADWAY
THE DESIGN.THE SOILS SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND SHALL MEET THE
PARAMETERS SHOWN ON SHEET 1. IF THE SOIIS DO NOT MEET OR EXCEED THE ASSUMED T/W EL-to29.75 }..�*� ' ,
DESIGN STRENGTHS AND IF IT IS NOT POSSIBLE TO MEET THE MINIMUM EMBEDMENT DEPTHS,
CDP SHALL BE CONTAC'TED A4MEDIATELY FOR A NEW DESIGN.
� �. •- .�..�. . .:
�' 12'MINDRAiNA�E7ANE ";..,r:; ,`�, '•.��•'. :.'t,�:%
� (1'CRUSHSD SPDNL� ;;~.p; .. .� ;� '.�� . ' � ON STPE GRANUL�R
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� •'�';'''' '� r ;$OZ FII.TER FABRIC(EE NOTE S)
27"RCPFES lg ":':�.r.,':.r*. �'``•'•'• . / �
Q � EX[STING GRADE . .,,•.� — EL-1025.73(1'ABOVE HWL)
� BOULDER DEPT'H SCHEDULE __ _ � HWL•to24.73 _ _ _ '�� ' _ _ _ -+ � �
WALL HEIGHT(�U: BOULDER DEP'TH(Dh -x;- ^f'�� _
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0-4 30" `.'.�,:�.f`r.+',• ' SELEC7'GRANUTAA �
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� 5 33" FINiSHED GRADE �' • ° , APPAOXAdATE LIMTTS OF EXCAVATION
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6 36" �-��':-:-�-' 1
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B/W EI.�lOZ1.00 CBMH 303
� 8 42" 3� \ f \7"RCP 1NV EL-1022.60/�
Q 9 45" 1� 1�� ��1 D 1�\ ��1
� H-TOTAL WALL HEIGHT(1NCLUDING EMBBDMENT I \ f 1 i \, i
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s SUsccn.�s�E r�m�2�� WALL SECTION B SEE NOTE 3
� (SECfION SHOWN�1959 5
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CIVIL DESIGN I �' �216 �� � � �I�a d��
� ORONO PRESERVE
� 2 �, ORONO,MWNESOTA �N„ � Stax of M►nnaora
� P' ROFESSIONALS 4 1"-s ,� ��As7s
.�L��`�'e°a"x���.�,'�° 5 °'�" WALL SECTIONS � Io/�t�/yoll
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