HomeMy WebLinkAbout2014-01246 (retaining wall) . CITY OF ORONO * 2 0 1 4 - 0 1 2 4 6 *
2750 KELLEY PARKWAY DATE ISSUED: 1U14/2014
ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 2690 CAROLINE AVE
PIN : 20-117-23-24-0033
LEGAL DESC : WESSELS SUBD OF SPRING PARK LO
: LOT 000 BLOCK 000
PERMIT TYPE : ACCESSORY STRUCTURE
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : RF,TAINING WALL>4 FEET
ACTIVITY : O/S BUILDING -UNDEFINED
VALUATION : $ 10,000.00
N01'E: FOOTING INSPECTION IS FOR RE'I'AIVING WALI,. INIT[AL:
NO"1'E: OTHER INSPF,CTION: MID WAY INSPFC"1'ION FOR RETAINING WALL. INITIAL:
NOTE: OTHCR INSPECT[ON: SILT FENCE: INITIAL
NOTE: DITCH CHECKS SHOULD I3E INSTALLEU AS [NDICAT�D ON THE PLAN IMMEDIATELY AFTF,K GRADING AND WALL
CONSTRUCTION ARG COMPLETED,
AND THE DISTURBED AREAS SHOUI,D BE IMMEDIAT�LY STABILI7_.ED WITH SEED OR SOD AS NECESSARY. INITIAL:
APPLICANT PERMIT FEE SCHEDULE 191.75
STATE SURCHARGE(VALUATION) 5.00
KEENAN& SVEIVEN, INC. TOTAL 196.75
151 19 MINNETONKA BLVD. Payment(s)
MINNETONKA, MN 55345
(952)475-1229 CREDIT CARD 1568 196.75
Minnesota State License#; BUIL-7252
OWNER
LIBERMAN, ZN&TAL
2690 CAROLINE AVE
WAY7_ATA, MN 55391-
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
State Building Code. This permit is for only the work described and does
not�rant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances governing this type of work
shall be compied with whether or not spccitied hercin.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 alter work has commenced.
The applicant is responsible for assuring all required inspections arc
requested in.conformance with the State Building Code.This permit may be �
revoked at�an��time for due cayae.
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A licant Pe ' e ignature Date Issued[�y Signaturc llate
CITY 4F ORONO ��
BUILDING PERMfT APPLICATION I ��'
FOR NEW STRUCTURES OR ADDiTION
/ �'� � Mailing Address: Permit number: �%�y" �"
�,->�►�� �t � PO Box 66
,� 0 `� \ \ Crystal Bay, MN 55323-0066 �ate received: 'I GI -N I�-J
�I �
^ � ,� � StreetAddress:' "—' Received by: �
-' � ��l 2750 Kelley Parkway �1�-�(Z� Plan review fee: 2-y ��'� C�v
`� �� Orono, MN 55356
~��'E���'R-`/ Total Fee:
��Main. 952-249-4600 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: /�
Job Site Address: `�/�p�� (�,ro���� P.YI�� �
Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes �No
If yes,a special event permit is required with Police Department and City Counci!approva160 days prior to the event. Shuttle bus service ill be
required unless app/icant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed.
CONTRACTOR/A�'PLICANT INFfJ MATION:
Name: �,el�ra h ` C✓
State License# VD Expirati�n Date:
Phone: cell )Z` ' ` 1p� 2 office — S�!l�
Mailing Address: �sp t Y�✓� O� Cit : � d! , ZIP:
Contact Person: Applicant is: ontrac r / Homeowner (Circle One)
Email and/or Fax: � C,O1^✓�
PROPERTY OWNER INFORI�IIATION:
Name: ��I �' T 1 �-1�P�Yl11CA.✓`�
Phone (day): �-- �
Address: �� c rp� �v�Z, � City: �7J�v.1 a ZIP: J S'�
�--�
Email and/or Fax
ARCHITECT/ENGINEER INFORMATION:
Name: � LLf/
Phone (day): —(�� (p� �
Address: i Cit : 1�il�h� ,�l1ti ZIP: ��� �
Email and/or Fax: � �
PROJECT INFORMATION: Description of pro ect:
1.Type of Project 2. Proposed Use 3.Structure Type 4.Sewage Disposal&
Water Supply
New Construction ❑ Single Family with ❑ Residence
Addition attached garage ❑ Garage/Accessory Bldg. ❑ Public Sewer
❑Accessory Building ❑ Single Family with ❑ Deck
❑ Relocation ' detached garage ❑ Office/Commercial ❑ Private Sewer
�Other. (specify) �� • (,l;(��� ❑ Multiple Family/Condo ❑Warehouse
❑ Public ❑ Storage ❑ Public Water
'"`Any earth movement may also require ❑ Commercial t er(specify)
MCWD review&permits. ❑ Industrial ❑ Private Well
Minnehaha Creek Watershed District(MCWD) �Oth r: (specify)
18202 Minnetonka Blvd ,
Deephaven,MN 55391
Phone: 952-471-0590
Fax: 952-471-0682
www.minnehahacreek.or
Estimated Construction Valuation (excluding land) $ f � ��b
STRUCTURE INFORMATION:
1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction
/
a. L 1n�th(ft.)= � Number of bedrooms= �Wood/Frame
n
b-1Al+�(ft.)= ��)� Num ber o f garage s ta l ls: ❑ M a s o n r y
I
Areas in square feet ,�r'I Attached= ❑ Metal
❑ Pole Bldg.
c. Basement= Detached = ❑ ICF
d. 15t Story = ❑ On-site Prefab
e. 2"d Story= ❑ Off-site Prefab
f. '/2 Story = � Other(please specify):�D•'^-Cr• �l�L�
g.Total Area=
REQUIRED SUBMITTALS:
All of the information must be submitted in order for your application to be processed:
Not
Enclosed A licable
� ❑ Permit Application
❑ Pro osed Buildin Plans
❑ ,�' MN State Ener Code Calculations and Mechanical Code Re uirements Form
❑ Surve meetin all re uirements
❑ Stormwater Pollution Prevention Plan
� ❑ Hardcover Calculation s
❑ � Septic S stem Site Evaluation Re ort
❑ Access Permit
❑ Wetland Buffer Im rovement Plan
,'Bf ❑ En ineered Plans for Retainin Walls 4 feet or above
❑ ❑ Minnehaha Creek Watershed District Permit(s)
❑ ❑ Plan Review Fee
❑ ;� Application Escrow&Agreement
❑ ❑ Other:
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.
,
ApplicanYs Signature: Date: � �
Owner's Signatu : Date: � �
�PL�►IV REVIENV CHECF(LIST FOR IVEV11 �TRtJCTUl�ES / /4DDITIONS
Address/Permit Number: ��D�� ��1 � �
Description of work: �� ��
f.
Septic review by: '--"" Date Approved: �r
Zoning review by: Date Approved: �''Oc�' !�
Building review by: Date Approved: I 1 � l3�'7
Grading review by: Date Approved: � � ' '�
Zoning District: Zoning File#: Reso#: Reso Date:
Zoning: Lot Area: SF/AC Width: Lot�overage: SF _%
Survey Submitteci: � Yes � � No Date of Survey: Revised date(?):
Pro osed Setbacks:
Front(Lake) Rear(Street) ( N S E W ) ( N S E W ) Ofiher Buildings Wetland
Side Side
Defined Height: Peak hleight: FFE: FFE minus 6 feet= (Existing Contour)
Perimeter(linear feet) = SO%_ #of Stories Ok? 0 YES
FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE:
The distance between the lowest FOR A BUILD�NG ON A SLAB FOUNDATION:
START WITH proposed Floor(of the basement or crawl
space)and the highest point of the roof. START WITH The dis4ance between the top ofi slab and
the highest point of the roof.
If you have a...
If you have a...
• GABLE OR HIPPED ROOF(no . GABLE OR HIPPED ROOF(no
' windows): Subtract half the windows): Subtract half the distance
�' distance between the highest point between the highest point of the roof
of the roof to the low point of the to the low point of the corresponding
SUBTRACTION corresponding gable or hipped roof SUBTRACTION gable or hipped roof
(BASED ON ROOF . GABLE OR HIPPED ROOF(with (BASED ON • GABLE OR HIPPED ROOF(with
± T�'PE) windows): Subtract half the ROOF TYPE) windows): Subtract half the distance
�' between the to of the hi hest
distance between the top of the P 9
highest window and the highest window and the highest point of the
point of the roof roof
. ALL OTHER ROOF TYPES(flat, �
ALL OTHER ROOF TYPES(flat,
� mansard,etc):No subtraction. mansard,etc:No subtraction.
� ADDITION Add the distance between the top of slab
SUBTRACTION Subtract the distance between the (BASED OtJ and the highest existing grade adjacent to
(BASED ON EXISTING basemenUcrawl space floor and the EXISTING the foundation.
GRADES) highest existing grade adjacent to the GRADES
foundation OR 10 feet(whichever is less). EQUALS Defined building height
EQUALS Defined building height
,t
Shoreland District IIACNVD �em�eit Received �vera e Lakeshore Setback Met? �luff
Yes 0 No � N/A � Yes � No
Yes 0 No � Yes � No 0 N/A
Permit Number: �� � Setback:
A�
Stormwater Quality Existir�g Proposed �/areance Required �UF Required
Owerla District Tier Hardcover Hardcover
� Yes � No � Yes � No
Type(s): Type(s):
Updated: January 2013
v:\forms\plan review checklist 2013.docx
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;" REMARKS (in-house):
? Fees to be Char ed YES NO
�
Pennit
Plan Review
State Surcharge
Investigation Fee .
SAC—Number of SAC Units
Other(specifjr)
S uare Foota e $ er S uare Foota e
�� Basement X = $
1 St Floor X = $
2nd Floo� X = $
Garage X = $
�
Estimated Construction Value: $ d .OC��--
Orono Inspections Required Work Requiring Separate Permits Required State Permits
0 Site � Plumbing 0 Grading/Filling � Well
� Hardcover Removal � Mechanical 0 Fire 0 Electrical
Footing -{�( YY�„�{��� � Septic � Water Connection
0 Poured Wall 0 Fireplace 0 Sewer Connection
� Foundation Survey � Masonry 0 Lawn Irrigation
° � Radon Rock Bed 0 Mfg.
� Framing � Other(specify)
0 Insulation
As-Built Survey
° ,�-Final
t � Wetland Buffer � � � , - �/ ��YRf� WQ I �
; �Other(s cify) � ��
�� �
REMARKS (in-house):
Other Review: Reviewed by: Date Approved:
' Access: Existing: � YES � NO New: � YES � NO
OFFI AL REMARKS -TO BE (VO�ED ON PERMIT AND INITIALLED
(� �� �� � ��. �
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Updated: January 2013
v:\forms�plan review checklist 2013.docx
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CITY OF ORONO PERMIT NO.: 2014-01246
t 2750 KELLEY PARKWAY
. DATE ISSUED: 1 U14/2014
� ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 2690 CAROLINE AVE PERMIT APPLICANT:
P[N : 20-117-23-24-0033 KEENAN &SVEIVEN, INC.
LEGAL DESC : WESSELS SUBD OF SPRING PARK LO ISl 19 MINNETONKA BLVD.
: LOT 000 BLOCK 000 MINNETONKA, MN 55345
PERMIT TYPE : ACCESSORY STRUCTURE
PROYERTY TYPE : RESIDENTIAL (952)475-1229
CONSTRUCTION TYPE : RETAINING WALL>4 FEET
' ACT[V1TY : O/S BUILDING -LTNDEFINED VALUATION : $ ]0,000.00
NOTE: FOOTING INSPECTION IS FOR RETAINING WALL. INITIAL:
NOTE: OTHER INSPECTION: MID WAY INSPECTION FOR RETAINING WALL. INITIAL:
NOTE: OTHER INSPECTION: SILT FENCE: INITIAL
NOTE: DITCH CHECKS SHOULD BE INSTALLED AS INDICATED ON THE PLAN IMMEpIATELY AFTER GRADING AND WALL
CONSTRUCTION ARE COMPLETED,
AND THE DISTURBED AREAS SHOULD BE iMMEDIATELY STABILIZED WITH SEED OR SOD AS NECESSARY. INfTIAL:
BUILDING INSPECTION RECORll
48 HOUK NOTICE REQUIRED FOR ALL INSPECTIONS.
CALL FOR iNSPECTIONS WEEKDAYS:
CONSTRUCTION HOURS: 7am-8pm Weekdays & 8am-8pm Weekends& Holidays
� INSPECTION TYPE DATE INSPECTOR DATE Il�[SPF.CTOR
�=�o/ \� �
-rIN� � ��9
AS-BUILT SURVEY
FINAL
OTHER
OTHER
�
' 1NSPECTION COMMENTS:
���1N ACCORDANGE WI"CH CITY ORDINANCE,NEW OR SUBSTAN�fIALLY REMODELED B[JILDINGS SHAI_L N07�F3E OCCUPIEll UNT1L ALL
�'WORK HAS BEEN APPROVFD,AND A CERTIFICATE OF OCCUPANCY HAS BEEN ISSUED BY"I'HE BUII,D[NG DEPARTMEN"C.
THIS CARD MUST BE POSTED ANIi VISIBLE AT ALL TIMES UNTIL WORK 1S COMPLETF..
��`v c ��� TE TIME "
` ALLEDIN
CITY OF ORONG �
INSPECTION TI E SCHEDULED
PERMIT NO. �0 OMPLETED
ADDRESS a�-�� � n� \�-�
OWNER TELEPHON�NO.�Ie�-.3����
CONTRACTOR '� S V � U�" Q��K�
. ���
�; DESCRIPTION W
�
l� ❑ FOOTING ❑ PLUMBING FI ❑ EXCAV/GRADING/FILLING
� ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS
�
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
2 ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
� 1'1�/d' D�. �-�, �i- 6u+� l!S - �� •,.�C � ��/s.
a ✓�2��
0 92d C'�V�� — �2✓ e�t. 5�1��✓/� '"
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W
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W;-'� WORK ISFACTORY:PROCEED ❑ PROJECT COMPLETE
�C7 CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE CWERING PERMANENT
�;� CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN
INSPECTOR WILL REfURN
❑CITATION ISSUED
C STOP ORDER POSTED.CALL INSPECTOR
i_] INSPECTION REQUIRED.CAL�TO ARRANGE ACCESS.
or t inspection 24 hours in advance. (952) 249-4600
OwnedCo actor on site: � �
Inspector. �•-
White Copylinspector's File Canary CopylSite Notice
/ �1
�" ` DATE TIME
CITY OF ORONO CALLED IN
INSPECTIO I� ��� �SCHEDULED j�� ��
PERMIT NO. COMPLETED
ADDRESS ��Q� r�� G�Q
OWNER TELEPHONE NO. �« 3 � ��0�
CONTRACTOR ���1-� ST�V�Pr, C`�"�'��� ���
� DESCRIPTION �
ly� ❑ FOOTING ❑ DEM L ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
y ❑ FOUNDA ION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADO SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FR ING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ TION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
v AL ❑ WATER HOOK-UP ❑ FOLLOW-UP
W A BUILT-SURVEY ❑ SEWERHOOK-UP ❑ FOUNDATION/REMOVAL
_
J ❑ MO-SITE ❑ SEPTIC INSTALL
Z OWNERfCONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
a
W
C
�
�
O
�.
�
O
�
W
�
Q
�
2
W
�
W
�
j
O
W ❑WORKSATISFACTORY:PROCEED ROJECT COMPLEfE
� O CORRECT WORK 8 PROCEED ISSUE CERTIFICATE OF OCCUPANCY
W
� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ PHOTOTAKEN
INSPECTOR WILL RETURN
❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 2a urs in ad 2) 249-4600
OwnerlContractor on site:
Inspector.
White Copyllnspector's File Canary CopylSite Notice
Melanie Curtis
From: Robert Bean [bobbe@bolton-menk.com]
Sent: Sunday, November 09, 2014 4:00 PM
To: Melanie Curtis
Subject: 2014-01246 -2690 Caroline Avenue
Melanie,
I have completed review of the Building Permit application package for 2690 Caroline Avenue. Following are my
comments for City consideration:
1. The perimeter silt fence should be inspected by the City prior to final permit approval to ensure it is still in place
and functioning properly.
2. Ditch checks should be installed as indicated on the plan immediately after grading and wall construction are
completed, and the disturbed areas should be immediately stabilized with seed or sod as necessary.
3. A financial security of$2,500 from the Applicant is recommended for erosion control and engineering oversight.
The financial security is intended to provide protection in the event that it becomes necessary for the City to
install or maintain erosion and sediment control within the project area and covers the cost of vegetation re-
establishment if the applicant is unable to follow through with the conditions of approval.
4. The applicant may be required to obtain Minnehaha Creek Watershed District (MCWD) approval and permitting
for their Erosion Control rule. A copy of any approved permit or confirmation that no permit is required should
be submitted prior to any land altering activities.
If you have any questions or comments, please contact me to discuss.
Thanks,
Robert E. Bean,Jr, P.E.
LEED Green Assoc.
Water Resources Engineer
Bolton & Menk, Inc.
Consulting Engineers&Surveyors
2638 Shadow Lane, Suite 200
Chaska, MN 55318
P:(952)448-8838, ext 2892
F:(952)448-8805
email: bobbe@bolton-menk.com
www.bolton-menk.com
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MATERIAL NOTES BACKFILL PLACEMENT NOTES
i. Concre�e Ral''g W II Units:"Well�rgton Wall Refa n ng Wall Units". 1 Place re nforced backfll sorea0 and wm0act�n manner mat w II m nm ze sIaCK�n t�e re rrforcemenl. � I - ' iS_0. C�4 O�.00 �
2. GeosVn�net c R'rii manY M regnA 2XT,as shovm on ihe�rawings. 2. Placa i II w N n Ihe ra nPorcetl zone antl compattan I fis not exceed ng 8 ncnes(loase Ifi cnnass�whnre nan0opx2te0 compacYon aqu pment is used. i � �•� �� l^p)
Level�no Patl Base. and no�exceeA ng 8 nc�es(loose tM1 cknass)w�ere�eary self propelletl comoact on equ pmenl s�setl.Decrease lifl Hi�ckness whe2 rrecessery to ��'\ � �'/ ` �-+
a. Aggregale Base'.Crushed slone or granular fll meet ng ihe tollowing graEaOon es tlelerminetl in eccoNance with ASTM D448' ach-eve req�r d aensty. J� I I � V
S�ave$ize Percen�Pass na a Only I ghtwe ght hand oparetatl comp d ep�p n��s al owed w tM1 n 3 teat a1 ihe back of Me ratainirg wall units.H unable to a hieve minimum ✓ � +QJ.2 � J
ompac�an repu�remen�s replace�he �f 0 'I�n th s zone wN Ora nage aggreqate ma�enal. � 7 Z J
1 Inc� t00 3. Min mum Campecbon RaQuirements fm FlII Placetl in�he Reirtforced Zorie�. ( Q r [f
No.4 35 fo 70 a Compact to 95 percen�of tM1e soll's stan0ar4 Procror maximum tlry tlensiry(ASTM D699)for the enti2 wall haighl. I I � ❑ �
No.d0 10 to 35 b Moisture Conlent'.Within 2 percen�age poin�s of Ihe optimum rtaisNre mntent for all wall haights. W �
No.200 3 l0 10 4. At�he en�ot each Cay's operet'ion,slope iM1e lest ievel oi wmpacle0 backfill away from Ihe intenor(conceeletl)face W tlie wall�o direct surtace weter ���1 N � W
NnoH away trom ihe wall faca.
b. ease Tn�cKnesr e�ncnes Im�n�mum comoac�ea micknessl. a rne ce�aai co�aa�m��s resvonsmie ro�ens�nnv ma�me r���snee s���a aa�nage��s e�reaeo a�,av�,am me�a�m�y wai�sy��em. BW 0 r i W �n W
4 Urainage Agqregale�.Clean crusM1etl stone or gra uiar fll meeting the followirg g24ation as�eterminetl in actordance with ASTM b. In atltl�ilion,ine General Conlraqor is responsible tor ensunng Ihet surtace waler runoff irom atl�acen�mnslruction areas is rwt allowetl lo enlerllte "1 ` 1 = W Z
oaas. �eta��m9 wau area ot tne corecma�on si�e. I + 38.0 � � 1 �\ � F � �
s��eve size ae�cent Pessirw s it�onso-�ceo�or ma sayme��ai�a�a�����9 wan�s m�ak«Piace wne�mA soo��s sus�eoeax ro rrenz�nq au snow,�ca a�d t��e�so�i m�s�m�ma�ee BW aZ 8 � 1n
below the foundalion of Ihe wall system pnor�a placetl any slructura'fill.Once dear oitmzen soils,tne fountlation sqls mus!oe prolecteG from ��� Q � W Z
1 Inth 100 su�sequent�reezing.T�e tounCation is considereG to extenG from ihe fron�of the block lo(he rear of�ne reintortztl soil rone.The excave�ion will neeC �45 ` PQ�flO /�/ W
3/d Irich 75 to 100 to be propeny oversizeC�per Ganerol Note#3)to provitle lateral su0oorl for tne new,untrozen strudural fl�i soils.Provinvg oversizrtg ana a safe � A'�' � 1 I � [V }
No.d 0 to 60 packslope for conslruchon will significantly increase Ibe s¢e af�ne excavation.Tbe entrze excavation,inGutling sitle walls,will reqmre O��edion against �� 1 1 \ ��� m � a
No.d0 0 to 50 tuh�er freniing. 'n 'n
No.200 0�0 5 6. Any slrucNrol fll placad must be keot trom f2azing,reQuirmg ine use o`host dankals antl gooa vnnter construcpon practices.Generally,wirrter �O I 1 1 � W W �
construction requires Ihe�import o/non-fros[susceptiDle soils,typically clean sana anNar gravel.Any struclural(ill(ounG�o be frozen on subsequent I � 45.9� ^ �
OayS Of LOn51NCtiOn mu5t be removed and replaced pnor to p18Cing a�1tl'i�iOnel(II. 3 I BELGdI� y47
5. Reintorcetl Fill�.Soil(ree a/organics and tlebris antl consrsting oi either GP,GW,SP,SW ar SM type,tlassi0etl in a¢ortlan�wHn `'�LLIKiTON'
Ys CAP UNIT INSTALLATION NOTES TnINING
ASTM D2487 and l�e USCS rJassifin�ion s tem. � J � �� 4.5 I
5.�. Soils tias5ifieE a5 SC antl CL are consitleretl sultable soils tor segmental relaining walls with a�Mal heigh�af less[han 15 fee�as �. Clear cap usi�s end lop course of segmentai wnc2le uni�s of tlebns arW s�arWirg weler before applyirg aCnesrve __- i -
g as ihe Plasl c ty Inaex(PI)s ess Man 20. 2. Apply adhe5 ve lo the top sur(ace of t�e un t below and place I�e rap unit Into desireE positron. I f`/ I 1 WAL L 3
5.2. M ump�d 1 rbackfll sMro(2) hes. 3 CutcapunlsasnecassaryloobGnMeproperft ` I � \
5 3. U -labl �I gan c so Is entl Iho � d 'fed as CH qi,MH OL w PT. 4. eackfill antl com0ad lo lop of pp un L J 6 � ' � \ �
6. I px M t I�.CI y ysolorothersml t �- �'chwllOrevenipe�colaton�mottietlraragezonebahindt�ewall. I��O / � � STA 0+00 �
7. Dra nage P pe�.P R �d or slonetl PVC or g(tl HOPE p pe manufadureG n accor0ance wM D303a antllor ASTM FGOS.The WALL CONSTRIICTION TOLERANCE NOTES I
p oe may be Co etl Ih geotext le fiter fab� t f cY a Tlter. 1. W II Con 1 1 T lerances�.
8 Constrtict on H dhes ve.Erztenor gratle aCnes ve as recommen��y Me reIa n rg wall manufac[urer. Vert c�AI g t�.Plus or m nus 1 1/2' h ver any 10 fool tl�stance,wih a ma�i mum dfterential of 3-nches over Ne lengln of Me wall. (� � I p o�l
b. H r z t I L t'on C 1 I from Grad�g PI : o � ' - I
b.�. Stra�ght l nes�.PI �us 1 il2 h s aver any 10 foa[tl stance w�n a mas mum A�Heiental 0l3�nchas owr tlie lengih of the wall �
FOUNOATION SOIL NOTES �2 Gomer enG ReE L t s.Plus or m�ws 121nches. I ' �I �W QJ.q .
%
�. F t f 0 t 'I equ�red for foot ng or oase tl mans on snown on tne D2w rgs. �.3. Cunes antl Serp 1 R d�:Plus or m nus 2 tce�. �I
2. Unsu�able so�l tl f etl s any so I Iha�does nol nave suff c ent beanng rapac�y or w II rause excass ve wall setllemenl.Rertrove c Immad ale Post Cons�rucl on Wall Batter:W IM1 n 2 degrees of the design batterof ihe rancrete retaining wall units. I � 9 0��/✓` I �=� W 0
'not meet ng tne requ red slrengin.Overs ze result ng spare suffc ent y fiom Ine froN of ine�lacx to ine Dack af ine re n(orcemenl, tl. Bul9ing�.Plus ar m nus 1 i/i ncnes over any latoot a slance. � r '�� 0 - II, :j Q W
and oackfll wt�su table mmpacted backfll so Is. I % � . I `I I �Z
3. The Owner may reta n ine serv ces o`a geotecnn tal eng neer to delerm ne If Ihe tountla�ion soils wil'�.require special frea�men�or FIELD OUALITY CONTROL NOTES I _.B�� ��, -. I N W
rrect on m controi mtai and a�rerema sememenc t mstaner s resvons me ror Quarry wntroi oi ns�auat on or system mmoonenrs � i r�, .3 �, _ ❑�
a. F'll over azcavateC areas w tn su ta�le comoacYed backfl. 2. 7he Owne may rela�n tne rv ces of e geotechn cal eng neer to peMortn oeroidic compacGon testing o(tne reiMaceC backfill o��d erb mmpacled In � � � v m i I ��
me ra'nromed oackru�one�� � � �e'-6. � I '��
i
ias�ng Frepuency(or as E�recletl by Prqecl Georechn ral Enq rreer) II I WAL L 2 I I I BW 39 p 36.7+ "-- '
BASE COURSE NOTES o Vary comvacl on test lacat ons lo cover Ihe enl re area of the re nforceC so�,zone m�uairg Me area wmpaned oy tne nanooperaletl compaction � � .
1. Place�ase malenals to thn tlepins antl w Cms snown on t�e Draw ngs uoon untl sturbed so Is,arfoundat on sails eQuipmenL STA O+oo Z � .
Exleno the evei ng pa0 lalerally at eas�6 nches��fron�antl be�ntl t�lowemwst mnae�e reta n ng wa�uniL I �
�. Provitle aggrega�e base comoacteC�0 6 inches thlck Iminimuml. UTILRY NOTES � ' 'I �
2. Compad agqregate base matanal to proviax a lavel,hard surtace on whlch�o daca Me first course of units 1. Uiil'ity'information may not M1ave been provitletl�o Gray Engineenng.LLC for tne preparation o1 tt�ese plans,entl�hereforu may rrol be�inClutletl.Ii u[ilities N �' '�
3 Prepare oase ma�enals lo ensure complete comact wiN ielaining wall units Gaps are not allowed are iorate�within�ne OroOosnd ramfo�exd zone Gray Enqinnenng,LLC must be notified pnor to corishudion nf ihe sapmenlal retaining wall�o ieview KEY PLAN J �Y
Ihe Oesipn antl�or Olans.Modifica�ions to�he aesign antllor olans may be repu�mG,and may take w to�en business aays. �J Z �
ERECTION NOTES 2. Utilities must�e properly designea(�y olners)to withstantl all(orces(rom Ine segmen�el retainin9 wall units.reirAorceO soil mass,and surcharge loaos f�'.T.S.'� Q �
(�r anyl
1. Escrva�ion suO�oR,if reQuireC,�is tne responsibil�ity of iM1e Contractar,including tM1e stability of the excavation aM�its�iriiluence on 3. Slorm drains are prone�o leaking.Therefare,i/a�oinl in a stortn Orain is lowled vnihin 100 fee�of�he relaining wall Ihe stortn water pipe musl be waler � W
�4�acenl properties arid sW Yures. tighl.Neoorene O-nngs mus�be�inslaliea a�all startn oipe joinls as a minimum. Z .
2. Genera':Erecl unils in accardance wilh manufacNrer's ins�rucLons and remmmerbabons.and as speqLetl nerein. A. Wa�er Ilnas,inciuding ImgaLon systems,must Oa watar tig��wi�hin t00 feat of tne retaining wall Leakage beNiW a refaimng wall wil'�Increase�ne �
s. Place first course o(concretn wall units on tha Drepared base malenal.Check uni6 for level an0 alignmenl.Maintain tha same fpnxontal pressure againsl l�e wall leatling to wall faiiure.For�his reason.subsurface wa[erlines arM imgation systems slwul0 rwt be inslalled above Z �'
elevation at the rop of eac�un�il wit�in each seUion of Ihe base murse. the reinforcetl xones of�he retaininq wall,or wi[hin 5 teel of the iein�orcetl zone. Z W � I
4. Ensure�na[foun0a�ion units ere in full cantecl with natural or compaded soil pase. - i
5. Place concrate wall unils siEe-by-siae tor ful I length ot wall aliQnmenL Alignmen[may be tlone by usirg a sinng line measured from lhe Z V Q I
��kof�hebio� �aosa�e�o�aiiowedba�,ee���fo��oaoo������e,,,�ii����s. THE SITE PLAN SHOWN IS FOR ILLUSTRATIVE F- I
6. Place 12 inches(minimum)o(tlralnage aggreoale be[ween.and OirecUy De�inO Ne mnerete wall units.FIII voitls in relaining well units GENERAL NOTES Q Z
wit�drainageaggregate.ProvitleatlrainagezoneEehlnC�hewalluni�stowithinl2mchesottnefinalg20e.CapNeba�llantl �. SoiishenqthparTmelersforth�wAre.assumetlfromotherpro�ectslntheOrono,Minrieso�aarea.IflhesoilshengNparAmMarsare(oundlobe. PURPOSES ONLY F W � I
a2inage aggragale zone wit�12 incners M imperviaus rtulenai. co s�stent wim tnose assumed lo G2y Engineering,LLC,tNs design is no longer valid aritl�it is lne responsidll�y o(lrie owner or owners o
1. Inslall drainage pipe al��e lowesl e�eva�ion possible.m mainlain gravily Flow of water�o aulside oi�ne reinforcetl zone.Sbce tl�e main represen�ahve ta no�ify Gray Engineenng,LLC so the relaining wall system can be re�esignetl.Failure to rw�ify Gray Eryineenng,LLC may resul�In W Q N � I
collection tlralnage pipe,loatetl just behinA the concre�e retaining wali umis.OS percent(minimum)m provitle gravity Flow�o Me tailure of the rataining wa0. Q� � W - I '
daylightatl areas.Oayl�ight��e ma�in colleclion tlrainage pipe to an appropnala loca�on away fmm tna wall system at nac�low point or 2 Design Soil Paramelers�. [j] Z u I �
at 5o fool(maximum)mtervals along tne wan. a. Reinforced soil: On-site soil fSP) phl=3a degrees aamma=120 pcf. J W ��
8. Remove exttss fll trom to i units enC Install nezt course.Ensure tlrain ggrega pa b. Retainetl soil: On-site soil GL qrees gamma= pcf. Q Q. Z � I
p o age a te antl backfill are com ded before rt�slallalion FounOalion mi!. On-site soil(CL) Pn�i=26 de 'ZO
N next murse. ( � P g�ees gamma=12�pc( F C� .-'-
4. Check each cou�se for level antl allgnmenl.Atljust uni�s as necessary wi�h reiriforcemen�shims to mainfain level,alignment,antl 3.C Any excave�lon below the wal!shoultl have proper 1'.1 lateral oversizing.Exwvabon oversiziig sM1oultl be measuredlrorn�helront ol�he g�avel levelim� L �
se�back prior lo proceeC�inq wilh each adGitional murse. pad and the back o(the lowest reinforcament layer.Refe�to 7elail 5 on shee�VJ2. Z Z II �
1 C. Ins�ail eaclt succeetling course.Backfill as each COu/se is com0le�etl.Pull the unils forwattl until Me lot'a�irg suRace of the unit 4. Wali stahoning shown on sheet W2�is nol relateC to any olher sta�ioning shown on Ihe gratling plans.StaLon�+IXI is on�ne lefl en0 Mlhe wall as seen W Q �. 0 I
cantacts ihe locating suAate of t�e units in Me preceGing co rse and inlehock wilh pin.Interlack wall segmenis that meet at mmers Oy ��m[ne f�onl of lhe wa�:. C C � I
verlapoing successive caurses.A�tacn conc2le retaining wall units al extenor mmers wi�h adhesrve speafied. 5. Thls se�oi segmantal 2taining wall plans are baseE on lhe sile plans,preperetl�y Keenan 8 Svaiven,Inc.,urWatetl.If oMer g2Crtg plans are L L ,
1'I. Inslall geosynthetic reinfarcement in accordance wiln Beosynthetic manNactu2fs recomme�3Lons 2ne Ne shop tlrawings. protlucetl that conlain different informalion Ihan I�a�referenced,ihis plan may neatl to oe ravisetl anNortM1e wall may neetl to be retlesigned. � � 1 I �'
Onent geosynthetic reiniorcemenl with Ihe M1ighest sirnrgth acis perpeMicularto the wal:face 6. This se�oi segmenlal 2taining wall plans are based speafically on lhe wall being consirucletl with Wellington Wall block arw�he Miraf23XT W W ❑
b. Pnor to geosyninelic reinlorcement Olacement,place�he backfll entl compad to tne elevation oi Ine lop o'lne wall unM1s a�Ihe reinlorcemenl proGuc�s.Absolutely no subs[iWtions ellowetl. � II
elevation of ine geosyn[hetic revrforcement. 7. Location oi Me segmnntal retaining wall in relation to propahy lines,utilily easaments.watershed easemanis,or any other type ot easemeMs am Me � m O� a j
Placa geosyninetic reinforcament at the nleva�ions and to the lengths shown on the Drawings. esponsibili�y o!lhe owner or t�e site civil engineer.Gray Engineering.LLC assumes no liabili�y tortM1e IotaGon of Me seymenlal retaining wall,or'i(
tl. Lay geosynthelic reinfarcemenl horizonfally on�op of IM1e concrele relaining wall unils antl t�e wmp2cYe4 backfill soils.Place�he construc�ion oi the p�oposed segmental re�e:ning wall encroaches eny prpperty lines or easemen�s. �H E E T I N D E X � J ? p
geosynt�etic reinforcemen�wi�hin one inch o*the face o!Ihe concrele retaining wall uni6.Plece Ne next murse o(mncrate 8. It is imperaM1ve tha�the site surveying ai the segmen[al reGlning wall�e Gone�y tnx si�n avJ engineer or surveyorantl must ba base0 on mmputer W '�p,' I o��
retaining wall unils on lop o(Iha geosyrkhetic reinforcement. gene2�ed si�eigrdtling plans antl nol profile plans tlane by Gray Engineenng,LLG.Suneyirg M�ne seqmenlal retaimng wali must�axe inlo account me ���W I^
e The geosyninelic ieinforcemenl shall�e in lension and free from wrinkles p^or�placement of Ihe backfill sals.Pull geosyn(heGc tlesign batter Indicale0 on Ihe enclosetl plens antl tle�ails.Failure�o take Inlo eccount wali�atlerfor segmental relaining wall surveyirg will proGuce PAG E D E SC R I PTI ON N W U' t�I p i n
einforcemenl�an0-taut end secure In place witn s�aples,slakes,or�y hand-lensioning untll ihe geosyniheGc reirrforcement Is ����ect locations of all top of walls and snall be cortecled a[no cost to Gray Enginaenng,LLC or�he segmenlal relainin3 wall cont2ctor. ❑ Z a Q w i o
r ered by 6 inches ol loose fll. 9. Wali geomelry,localions,slopes and surcnaye loads for t�e segmenlai relaining wall were measured fmm l�e site gretling plan reterenceG aGove,ari0 a '� I I I t��.-
f. The geosyn�hetic reinforcemenls shall be conlinuous throughou��hei�embe0men�IengVis.Splices in�he geosynthelic pahially reprotlucetl�o Ihe righL I(condltions vary in Ihe fieltl from lrrose snown on�his plan,G2y Engineenrg,LLC must be roGf�eO o�or lo �'
e���o,�eme��=„e�9�ha,e��a�a��o�a���,�. ��s�ti���o�a�hesa9ma��a�,e�a����9wa���o���aw�hada=�g�a�d�o�,�a�= M��f���o�s�o��das�a�a�d�o,P�a�s�Y���„�aRa,me,���ew, W1 TITLE PAGE/KEY PLAN ❑ W mi
g. Do not ope2te Iracked conshuction equipmen�Girectly on t�e geosyn�netic reinforcemant.At ieast 6lnthes d vxnpactetl pac�ll antl may lake up�o ten�usinass tlays to mmpiete. � � �:
soil is redwred pnor to operation oi hacketl venicles over�ne geosyn��etic reinforcement Kcep tumirg of Iretketl mnsUuaion 10. I���ere are Giscrepencies oetween any iniortnalion on lhese plans antl�infortnabon In the project speciflcaGons,ihe more restricUve�irrtormalion takes o 0
Y m z.
eQO1pme°"°am�^'m°m °f0e°°"ce W2 WALL ELEVATIONS a Q �i
h. RuD�er-tiretl equipment may pass ovar Ihe geosyntnetic reinforcement at spevbs ot less Man 5 miles per hour.Tuming of � a >I e
rubber-tirea ec�uipment is nat allowetl on geosynMatic reiMorcsment. �� ❑ i❑
W2 SECTIONS AND DETAILS s�W � ,�Z
�
TITLE PAGE/
KEY PLAN
2�ao Co�r�u�Q-�w
Z.ot4-- ���
i❑
9 W2
Wz lO 10 1❑
W2 W2 W7.
OU'SID� FiA�IUS -
�� U
4 �;"rc. o+i2 Tc ��'a„�ae o� �� j���. �; N
e �_ �� �
47 � o� o°. �`
4 45.20 a5.20 45.2C 45.20 45.20 45.2C� 6 4 5 J [�
4 �_"_'�_""_____4�.45 ___________'_""'___ ___"'____________ '__4 .4� 2 4142.aC Ge",2� 42.20 4 .�0 `� wn ne�„�rs w 47 47.20 47,2C P 7.2C 47,20� B�;s:� � N
5
4 ----- 4
4 4�.95 -t345 ___'_ 3 wn 2
�_neurs
4 4 os __ - F - wFLi.nBUis ExiS�iNG S1auC�URE
'2 On SN.�; '
41 a1.95 � 1 xAu�1 _ 0 `_ ��_ 4 _ _ 6 A 1�w1 �
4 h w 0 3 39 4 5.9a5a5 �� ' _ 5 �•1
a a a a a a s a a a a a a 3 3B 44 °� 4 �"� Q
0 0 0 0 0 0 0 0 0 0 0 0 0 37 - - 37 4 _w �A�____ - - 3
. . . l Y
� o {P O N � w� aB�� aL -
o ui n o uNi o u 3 __________ 36 a245 ___ 2 � Z
- ____ 35 r.9.= _
r ___GO4___ " _ � O �
I1 1
3 ___ "_�<.t�___ _.._„ 34 � wna naur�.wn��� - 0 F W
WELLINGTON WALL- ELEVATION VIEW 3 '3-9� 33 3 _ 39 � W Z
7 WALL 1 (MAXIMUM BEARING PRE55URE = 4O0 PSF) 3 32 3 8 Z �;
WZ (SCALE: 7'=5'-O"1 3�, y, �n y�� 37 ' 7 W Z J
a v�
ti � _
a a a a a a 3 _ 6 � c �
e o 0 0 0 0 3 �________________"'_______ 5 G
o �n � �n o ,r^ii 34 3S 9` 34 Q
Relnforcenent Lepend WELLINGTON WALL - ELEVATICIN VIEW 3 33 7 '�
�� N
2%T Mlrnfl Mlrnprid 2X7 �2 WqLL 2 (MAXIMUM BEARING PRE55URE = 1�OOO P5F) 3 �' y y �' h �2 - j ]
Panel Geonetry W2 (SCa�E: i"=5'-O"1 a a a a a a a J �`
Panel No. Top elev. Hase Elev. Left Stn. Rlght Stn. Vldth In Blocks o 0 0 0 0 0 � W U
1 4520 13.95 0.00 3.70 2.50 $ �n o �^ o � m 0 U J
2 45.20 43.45 3.70 8.14 3.00 Z `� J
3 s5zo a2.95 e.lt Ia.05 a.00 WELLINGTDN WALL - ELEVATION VIEW� � Q � C7
Relnforcenent Le ntl
4 45.20 42.45 14.05 39.9a 17.so � 3 WALL 3 (MAXIMUM BEARING PRESSLJRE = 7,40❑ PSF) � � � Z
2X7 Nlrafl Mlrngrid 2XT W2 (SCALE: 1"=5�-O'7 � �Q Q
5 /5.20 41.95 39.94 50.29 7.00 N
6 45.20 42.45 50.29 56.21 �.00 Pcnet Geonetry W
Pnnel No. Top elev. Bnse Elev. Left Stn. Rlpht Stn. Vldth In Hlocks W � W
1 4220 33.95 0.00 222 1.50 Relnforcenent LeBentl � = l� Z
2 42.20 3�.45 2.22 8.14 4.00 2XT Mlrnfi Mirngrid 2%7 � � �
3 42.20 34.95 6.14 1l.OS 4.00 ponel Geonetry a � � Z
4 42.20 35.45 14.05 22.19 5.50 punet No. Top elev. Hnse Elev. Left Stn. Rlgh{ Stn. Vldth In Blocks W
1 47.20 45.95 0.00 1.�8 I.00 � � (V }
' ��- 2 4720 45.45 1.18 3J0 1.50 W Q
i � � ' 3 17.20 44.95 370 7.40 2.50 rn l0 � 2
i 4 47.20 42.45 7.40 10.35 2.00 V .,. [�
� 5 4720 IL95 10.35 13.31 2.00
= � y__ 6 4720 41A5 13.31 14J9 1.00 _
� ! � 7 47,20 34.95 14J9 26.iJ 9.00
� �
I � � T C \, � Geogroups
� �..��V� '�� /� ���� Group Luyer Length(fi)
���/// � A All 5.50
� 10.00
��i;J ��-�� , H All _ '
i `! I �d ��
��ti'wiiN uM �E,�,� Nii
EXIEND CEOSVNTHEfiC REirvGORCEMENT -
WELLINGTON WALL �c wirNir� ���o�rnE�owea a�ock vnc�� -o�a =
�4�ISOMETRIC BLOCK VIEWS rEao `�
WZ INOTT❑ SCALE) i _9E;
9"MINiIAUN �, _ I _
rrviSHE,r, �--REiN�ORCEMEN'LEM1'�i�. I � ..
�cruo-� . I WELLINGTON WALL '� � � , i� � � � , ' v.
\ c�osYN :REwroacEMEN� I 7 REINFORCEMENT CONNECTION n.,».. . ,,,�,,,,,,�,,,,,,,,F,,,,,, ,,,,�,� �,..,�.�, " . .o-
-� .. �
-�' W�L (NOTTO SCALE) � /� � ��I
�
}1 �� I Z
I '-F"u�N u COMPACTED � ._- �.�u'�`. � I li I� �I I I�
GRqH�_n,v_EVELNG PAD `L � '^ �.
�
Yl
I . . I Q li ''�
ue wi�.r o�weaszwc � �` �.:.r az^�. �`,.:��,. �� I . -� � I,
wos � �
� Ge=DEPTrv OG ExCnvni ON ."Dia.DRniN ii�E '�I � I I I I Y .
.:.,,:, .,._� .»,�..,,�«,� J
�=LENGTH OF GEOSvrvinEiir REiNFORCEMENT (-'.-vAR�ES) I � � Z I I.
I wa�_ (z�oe) � _ _.,.�„�„- ' I � ' , Q II O i i I
. � 1 � r
= - »��_- �_ __ . ; ; 3 W , �
aeMw�aoenon c� t WELLINGTON WALL - ' ,n Z
ADJACENT UN1i5 l0 ALLOW / �DAVLIGM'DRAin y Z I I,
WELLINGTON WALL oanin n:�,Haauc�.vnce- rnaouc�wAu � �0�90-DEGREE OUTSIDE CORNER W/ GRID WELLINGTON WAL Z I
S 1:1 EXCAVATION OVERSIZING onvuc�r oauN n.e z'cu�-ii- W2 (NOT T❑ SCALE) , L � W �F � I ��..
iHROUGN WALL
W2 (SCALE: 3/B"=1�-0°) ` 1 2 W A L L A B L J T T I N G E X I 5 T I N G S T R L J C T U R E Z U F I I i I
I % I I I I I I I��o couRsc.aw�cw.o� W2 ISCALE: 3/6�=1'-0"� LQ Z
�INISHED GRADE 15T COURSE RBOVE GRA�C r W �' II I
i SiD:CURV �
I 1ST COURS�BELOW GRAD= � W 0 °� I ��.
sPaCi�uFG vnRiES TOP � N W m
.�- (SC .M , ' J W � �
SP�iI fACC AHD�NL Q � � �I� I �
/ GP BLOCk� F -I I
WELLINGTON WALL �
�EV� 8 DAYLIGHT DRAINTILE THROUGH WALL ,� � _. Z Z �� . I
�N�p FPp k � W � � p� I
AD�R_ A��M41r W�L INOTT❑ SCALEI wnLLfnCr . . . -�-r/-rl� � � I I
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