HomeMy WebLinkAbout2013-01069 - pool 1 �
CITY OF ORONO * Z 0 1 3 - PJ 1 0 6 9 *
' " 2750 KELLEY PARKWAY DATE ISSUED: 03/19/2014
ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 2650 COUNTRYSIDE DR W
PIN : 04-117-23-]2-0014
LEGAL DESC : OLD CRYSTAL BAY ROAD ADDN
: LOT 006 BLOCK 002
PERMIT TYPE : ACCESSORY STRUCTURE
PROPERTY TYPE : RES[DENTIAL
CONSTRUCTION TYPE : POOL- IN GROUND
ACTIViTY : 329-5"I'RUCTURES OTHER THAN BUILDINGS
VALUATION : $ 31,500.00
NOTE: SEPARA7�E PERM[S REQUIRED: ELGCTRICAL(STATE)
**ESCROW WILL BE REFUNDI�D AFTGR AS-BUILT SURVF,Y HAS BGGN SUBMITTF?D AND AYPROVED. INIT[AL:jI�
APPLICANT PERMIT FEE SCHEDULE 488.25
STATE SURCHARGE(VALUATION) 15.75
PETERSON POOLS& SPAS INC. TOTAL 504.00
131 10 EXCELSIOR BLVD Payment(s)
MINNETONKA, MN 55343- CHECK 15798 504.00
(952)933-3010
OWNER
JORGENSON, ROBERT
2650 COUNTRYSIDE DR W
LONG LAKE, MN 55356
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicablc City approvals,and Ihe
State F3uilding Code. This permit is for only[he 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.'l�his pemiit will
expire and become null and void if construction authorized is not
commenced within 1 SO 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 rcquired inspections are
requested in confonnance�vith the State Building Code.This permit may be
revoked a anv time for due cause.
� �/ � �� /��
pli nt Permitee gnatu • Date Issue y Si ture ate
� � /57g�
.
City of Orono , �
D`�
Build�n Permit A lication ��
9 pp
for a Swimming Pool
�O�O Mailing Address: Permit number: a.OI3" �
PO Box 66
Crystai Bay, MN 55323-0066 Date received: � , Q -
Street Address: Received by:
y � 2750 Kelley Parkway Plan review fee: t� ✓� • 3l0
`�tq ��,�' Orono, MN 55356 �013- ���
kFSHo
Total Fee:
Main: 952-249-4600 Fax: 952-249-4616 ���;;�r, c� o�o���� mn us
This application form must be completed in full and all required information must be submitted.
Incomplete applications will be returned. (Please print)
GENERAL INFORMATION:
Job Site Address: z��(� �p,��-�-�Sf��f t' - � � _
CONTRACTOR I APPLI INFORMAT N:
Name: C���i� c�� � �G.S �� .
State License# ��, ��T�pExpiration Date:
Phone: Fax:
Address: s�;� Cit : ZIP: '- �
Contact Person: ContacYs phone numb r
Email: ,�� f �,,�/s.�'�,�..�,Applicant is: Contractor Homeownerr (Circle0ne)
PROPERTY OWNER INFORMATION: �
Name: o✓
Phone (day): �
Mailing Address: � ,�, ZIP:
Email and/or Fax:
ENGINEER INFORMATION:
Name:
Phone:
Add ress: City: ZI P:
Email: �ax:
PROJECT INFORMATION:
1. Pool Dimensions: 4.Accessory to: 5. Pool Type: 7. Retaining Walls?
v^P/
� X c��feet ❑Above ground �yes ❑ no Heightf-'
❑ Single Family
2. Heated? ❑ Multiple Family/Condo �n-ground �A building permit is required
,�yes ❑ no � Public for any wall over 4 feet in
� ❑ Other(specify) height measured from the
3. Excavated materials will be: ❑ Commercial bottom of the footing to the top
❑ Industrial of the wall, even if it replaces
�removed from site 6.Sewage Disposal & an existing wall.
�used on site ❑ Other: (specify) Water Supply Tiered walls are considered
❑ Other: (specify) ❑ Public Sewer one wall unless they are
separated by twice the height
�Private Sewer of the higher wall.
Total Cubic Yards
❑ Public Water
❑ Private Well
Estimated Construction Value $ �! ,�0�
Packet Last Updated: 03/29/13
Page 19 of 21
1 ^ '
REQUIRED SUBMITTALS: • � ,
All of the information must be submitted in order for your application to be processed: � '
Not
Enclosed Ap licable
❑ ❑ Permit A lication
❑ ❑ Plan Review Fee
❑ ❑ Pool Plans
❑ : ❑ Surve includes radin lan
❑ ❑ Hardcover Calculation Worksheets
❑ ❑ Erosion Control Plan or co of MCWD Permit
❑ ❑ Se tic S stem Certification
❑ ❑ Wetland Buffer Im rovement Plan
❑ ❑ Escrow& Escrow A reement
❑ ❑ Other
❑ ❑ Other
❑ ❑ Other
❑ ❑
APPLICANT ACKNOWLEDGEMENT:
• Agrees to provide all information required or requested by the Planning & Building Departments;
• Understands, if applicable, an as-built survey and as-built hardcover cover calculations, are required to be submitted after the
project is complete(including final grading and landscaping) prior to refunding the escrow;
• 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;
• 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 permit may not be issued.
ApplicanYs Signature: ^ Date: `�/lv/� �
Owner's Signature Date:
Packet Last Updated: 03/04/13
Page 20 of 21
PLAN REVIEW CHECKLIST FOR I�IEW STRUCTURES / ADDITIONS
Address/Permit Number: � � �/� � C � ,
, .� ,,.
�� � t f-' � ,.�`
Descri tion of work: ��-� ti��l`.��.� �, � ��il •
p � '�,' ' ,,
� A
Septic review by: Date Approved: ����7'- c� �
Zoning review by: ��c� � Date Approved: � � � i�
Building review by: — � � Date Approved: e �% � �'� " `.�
Grading review by: K�* Date Approved: �� a
� �'
Zoning District: 7 �' ' �. '�� Zoning File#: Reso#: Reso Date:
� -,��. t ,
Zoning: Lot Area: ��:��.� �S� /AC Width: Lot Coverage: �� '� SF %
Survey Submitted: �i'�Yes � No Date of Survey: ��� � ' ��' Revised date(?):
Pro osed Setbacks:
Front(1�.�4 e) Rear(S�t`'"eet) ( N S E � ( N S �E W ) Other Buitdings Wetland
Side Side ,�t��a
� �. . � ,� � __ ��� �'� i �'�'�
Defined Height: ,'�� � Peak Height: FFE: FFE minus 6 feet= (Existing Contour
Perimeter(linear feet) = 50% _ #of Stories Ok? � YES
FOR A BUILDING WITH A BQ,SEMENT OR CRAINL SPACE:
The distance between the lowest FOR A BUILDING ON A SLAB FOUNDATION:
START WITH proposed floor(of the basement or crawl
space)and the highest point of the roof. START WITH The distance between the top of slab and
the highest point of the roof.
I If you have a... If ydu have a...
• GABLE OR HIPPED ROOF(no . GABLE OR F}�€fPED ROOF(no
windows): Subtract half the window,��Subtract half the distance
distance between the highest point between the highest point of the rool
of the roof to the Iow point of ui2' -To the low point of the corresponding
SUBTRACTION corresponding gable or hspped roof SUBTRACTION gable or hipped roof
(BASED ON ROOF . GABLE OR HIP,A-�D ROOF(with (BASED ON � . GABLE OR HIPPED ROOF(with
TYPE� windows): Sd�tract half the ROOF TYPE) - windows): Subtract half the distance
distanr,e�between the top of the between the top of the highest
highcst window and the highest window and the highest point of the
�gsomt 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
Subtract the distance beriveen the BASED ON and the hi hest existin
SUBTRACTION�y basemenUcrawl space floor and the EXISTING the foundation. g 9rade adjacent to
(BASED ON F�fISTING highest existing grade adjacent to the GRADES
GRADES�� foundation OR 10 feet(whichever is less). EQUALS Defined building height
E ALS De£ned buitding height
Shoeeland District M D Permit Received Avera e Lakeshore Setback Met? Bluff
Yes 0 No � N/A 0 Yes o
� Yes �No � Yes � No �A
�ermit Number: r � Setback:
Stormwater Quality Existing Proposed Variance Required CUP Required
Overla District Tier Fiardcover Hardcover F
� Yes <°'No 0 Yes - No
;!`�, �'- ___=a— � --_ -- TYpe(S); Type(s):
Updated: January 2013
v:lformslplan review checklist 2013.docx
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�... . .:.�: -........ ' . � - .. �'.:>. . . '., ... ..t. .. .,:. :.:. � .!_.. nw .:,. , ,. �.. . ..... '
. . .�._ . . .:.. ,., :. . .' . -.. . . ... . ... .. . . . . ...: ". .".:. .... . .^ ::, a...
t .:.. . . . . .
REMARKS (in-house):
Fees to be Char ed YES NO
Permit �
Plan Review
State Surcharge
Investigation Fee
� SAC—Number of SAC Units
Other(specify)
+ S uare Foota e $ er S uare Foota e
Basement X - $
� 15f Floor X = $
2nd Floor X ' �
Garage X ' $
c
Estimated Construction Value: $ ��� ���-��i
Orono Inspections Required Work Requiring Separate Permits Required State Permi4s
� Site � Plumbing 0 Grading / Filling � Well
� � Hardcover Removal � Mechanical 0 Fire (II"Electrical
�Footing � Septic 0 Water Connection
} ❑ Poured Wall 0 Fireplace 0 Sewer Connection
0 Foundation Survey � Masonry ❑ Lawn Irrigation
, ❑ Radon Rock Bed 0 Mfg.
0 Framing 0 Other(specify)
_ � Insulation
�As-Built Survey
�Final
t � Wetland Buffer
0 Other(specify)
REMARKS (in-house):
Other Review: Reviewed by: Date Approved:
Access: Existing: 0 YES 0 NO New: 0 YES � NO
OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND IRIBTIALLED
,�, ��,. �� � � �
, ,� , _ -
Updated: January 2013
v:\formslplan review checklist 2013.docx
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C ITY OF ORONO
a �„ Street Address: Mailing Address: Telephone(952)249-4600
�, � 2750 Kelley Parkway P.O.Box 66 Fax (952)249-4616
�,9 F,�' Orono,MN 55356 Crystal Bay, MN 55323 www.ci.orono.mn.us
KES H O�
October 24, 2013
Scott Rice
Peterson Pools&Spas, Inc.
13110 Excelsior Blvd
Minnetonka, MN 55343
Re: Building Permit Application#2013-01069
2650 Countryside Drive W
On October 10, 2013 the City received a building permit application for a pool. In reviewing the application I noticed
a couple of items needed before we can issue the pool permit. In order for the plan review to continue:
1. Escrow & Escrow Agreement. Permits involving grading and/or review by the City's engineer require
submittal of an escrow and an escrow agreement. The purpose of the escrow is to guarantee reimbursement
to the City for out-of-pocket costs incurred during the review of your plans. Additionally this escrow will
guarantee conformance with City Code Chapter 79 relating to erosion control and stormwater. The required
escrow amount for this project is $2,500. The escrow agreement is enclosed. The property owner must sign
the escrow agreement and submit a check for$2,500.
2. Minnehaha Creek Watershed District (MCWD) Your project may trigger the MCWDs permitting
requirements; please contact the MCWD regarding your project.
Please note, the City of Orono will not issue a building permit without a copy of MCWD permits or documentation
from the MCWD stating the proposed project does not trigger any of their permitting requirements. The above
information is required in order for the plan review to continue. Please feel free to contact me at 952.249.4620 or by
email at cmattson@ci.orono.mn.us if you have any questions on the above requirements.
Sincerely,
CITY OF ORONO
r
Christine Mattson
Planning Assistant
c Scott Rice via email
Tim with Southview Design via email
Geri Jorgenson; 2650 Countryside Drive W; Long Lake, MN 55356
Lyle Oman, Building Official
enclosure
LIGHT STEP
APPLICATION APPLICATION B �A�
8' 8' 8' 8'
16'a32' RECTANGLE p
4' 4� S• T
8. e• 12-8' PANELS TYPE II }
8—BRACES �
e, 35'.g" 8• g� I —CORNER ASSEMBLY SET
I —16 x32 COPING STRAIGt1T SET 6"R
g• 8' I —90' COPING CORNER SET
4' 4' S � —STEEL NARDWARE KIT E F G H J K J
8' 8' 8' g' Staei St�n Inatnlletion: � —VINYL LINER
To Instaq 8'steel step,use 4'NNer on eMher side. S I Z E A B C D E F G H J K �
To Install 8'ateal atep,use 3'1INer on ekhe�side. 16' x 32' 16' 32' 8' 3'4" 8' 14' S'6" 4'6' 4'6" 7' 4'8"
2' 8' 8' 8' 8' Pemove both B'panela tw eNher etep. 16' x 4' 6' 34' 8' 3'4'� I 0� I4 5'6` 4'6" 4'6" 7' 4'8"
16' x 34' RECTANGLE 18'x 36' IB' 3'6' 6' 3'4" 12' 14 5'6' 4'6' 4'6" 9' 4'8"
4' 4 5� 12-8' PANELS TYPE 7I 20'x 40' 20' 40' 8'6" 3'4" 13'-6 15=6 �' 4' 6' 8' S'2"
8' 8'
2— 2' PANELS
8. 3��_�^ 8. s, 10—BRACES
I —CORNER ASSEMBLY SET
g• g' I —IB z 36 COPIN� STRAIGHT SET 6"R
—�- -- "�
4' 4' S� � -90° COPING CORNER SET
I —STEE� HARDWARE KIT
2 8 8' 8 8' I —V � �
/ \ � �---2=0=-{
a- e' e' e' e' 3Fj ,�,�E, I
18'x 3i' RECTANGLE `°"»`"' ��
� 7URNBUC7CLE
I
5 8' 8' S 6 ' PA
2—4' PANELS """'�
PANEL �
8'
40'-.3" 8' 6�12—BRACES LS �`"����ca.c� ��u.su /
8' 8 I —CORNER ASSEMBLY SET �A��
RATE
g� I —18 x 36 COPING STRAIGHT SET 6"R \
5� 5 I —90° COPING CORNER SET `
2� 2 1 —STEEL HAROWARE KIT '' '
4' 8' 8' 9� 8' � Stee1 Stm installation� 2"VERM�CULITE � �• �
1 —V I NYL LINER To install 8'eteel step,use 5'filler on either side. �p �'� .• , � � f
8' B' 8� 8� 8' To inataH B'steel atep,une 4'fitler on either side. % g7p�
Remove both B'paneb and 7 panel for either atep. CONCRETE
I' F9pTER
6, 8 8 6, 20' x 40" RECTANG�E a oEan+nn.
6' �
14—8' PANELS TYPE �. Ao.�usTae�E Tuar+euc�E ew�
2—4' PANELS
g• 44'-9" g• g• 12—BRACES
8, 8' I —CORNER ASSEMBLY SET
I —20 x 40 COPING STRAIGHT SET 6" R STERLING Fort wayne Poo�s, ��1C.
6, 6, 6� I -90° COPIN� CORNER SET P�LS 510 Sumpter Drive
4' 4' �, I —STEEL HARDWARE KIT Fort Wayne, IN 46804
I —VINYL �INER �F ��E � ,;��n :,_� ,
8' 8' 8' 8' 8'
p��g M Date:
STR-001 February 1991
9teel StAn Install�lon• ��y���;
To install 6'steel atep,uee 6'1iNer on either side. 1.A1 vetOcal dimer�ms ue tan liner �e: i :
Toinsta��e'ateelstep,uae5'filleroneitherside. eztusbnsmalipools. N/A Rectangles, 6�� radius corner
Remove both B'panels and 4'panel lor either step.
Excavauon Ndes:
1.Shc to have mYnYnum beaArg capadty of THIS BROCHURE IS fOR ILLUSTRATIVE PURPOSES ONLY
2IXI0 P.S.F. ThemanufacOrer makesaiytlasereqesentauonswhich xestate0inilswrittenwxranry.
2. Lotate tap of poal at least 6'above MY��represenh8ons,stal�ments,a contraqs made by Ihe tlealericontraaa b�e
����9����p� astaner regardng arry materials produced by 7�e manutacexer xe atriCuude�o�he
J.Exavatl�on shall be 7lsger Nan pod al ���'���^a���^y.The dealer a oanaacta who sells«installs you pool is an
� xouM.Fllvddsurderbaseolpanelsand �^�Pe^demcmtractaandratanagentaempoyeedihemanutacurer.Theoonstrucuon
�Pw�� metl�ods�lustraiedxesuggesumsandapplyonylornxmal�raundcon0iems.Theremay
A. BackkM altl�rprfezpansNe material. Ee addilionai precauUms anNa melha�of canstructlm. The recpansdiry is he
� contracta's.
Christine Mattson
From: Christine Mattson
Sent: Wednesday, October 16, 2013 3:23 PM
To: 'Tim Johnson'
Cc: Melanie Curtis; Jesse Struve
Subject: 2650 Countryside Drive/#2013-01069
Tim,
Per our telephone conversation, here is Melanie and Jesse's email addresses:
Melanie: mcurtis@ci.orono.mn.us (Planning & Zoning Coordinator)
Jesse: jstruve@ci.orono.mn.us (City Engineer)
As I mentioned, our engineer currently has the application to review, but he will need the engineered wall information
before he can sign off. If you receive your engineering paperwork on Friday you can email it to Melanie and Jesse but I
can't promise that it will get reviewed the same day.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway Orono MN 55356(physical addressJ
PO Box 66 Crystal Bay MN 55323-0066 (mailing addressJ
`�' 952.249.4620 II 952.249.4616
�J cmattson@ci.orono.mn.us �?' www.ci.orono.mn.us
Office Hours: Monday- Friday 8 am to 4:30 pm
1
�
CIVIL�ESIGN
PROFESSIONALS
ORONO COPY
Oct 18, 2013
Tim Johnson
Southview Design& Construction
RE: Jorgenson Residence Retaining Wall(13-692)
Long Lake, Minnesota
Design Assumptions:
Fieldstone Boulders, 15°Wall Batter
Coulomb Design
Live Load: None
Dead Load: None
Toe Slope: None
Back Slope: 25H:1V MAX
Seismic: N/A
Bearing Capacity: 3,000 PSF
Soil Design Properties:
� y c
Retained Soil 30° 120 PCF 0 (Pit Run Sand)
Foundation Soil 26° 120 PCF 0 (Sandy Lean C(ay)
Notes:
No soils information was provided for this preliminary design. The onsite material is assumed to be a sandy
lean clay with an internal friction angle of 26°. Where unsuitable soils are found, a subcut may be required
and structural fill shall be placed and compacted to provide an adequate bearing foundation. The design
requires a pit run sand with an internal friction angle of 30° to be used in the retained zone. The above
minimum soil strength parameters shall be verified prior to final design. CDP shall be contacted if the aUove
soil strength parameters cannot be met and a redesign may be required.
Wall layouts and elevations obtained from Southview Design Landscape Plan dated 10/11/2013.
A gloUal stabiliry analysis has not been performed because of the lack of geotechnical information provided.
The project geotechnical engineer shall complete a global stability analysis based on the final wall design and
the actual design parameters from the onsire soils. The results of a global stability analysis may cause design to
change.
We appreciate the opportuniry of providing services to you. If you have any questions or comments regarding
this project, please feel free to contact us.
Sincerely,
Civil Design Professionals
Steven R. Schilling
Civil Desi�n Professional� . 8609 Ly�ndale Aae.S.,Suite 200 Blooinington,MN 55420 . Ofh�e(95'_)30i-5312 . w��.�dp-��.���o�
J
ORGENSON RESIDENCE
LONG LAKE, MINNESOTA
GENERAL NOTES: GENERAL NC�TES:
UPSIGN PROVItiIUNS, QUALI IY ASSI!RANCH PROVI90N5_
I. IIiE FOLU)WW(3 EFFGCIIVE SIRFNCI�I PAW'.AIEILRS WERE ASSI'�7E1� M L U/AI.1.CONSiRI'CIION SIIALL BE SUPERVISI>U RY A QUALIPI[D ENCMGE:R
�Il{E PREPAM�ION OF TpF SIHI1CTl1RAL CALCUTAllONS POR CHE OR IECIINICIAN TY�V[RIIY Flfl_D AND SfIL SOIL CONDIIIONS. IF TIfIS
FlELDSIONPRETAININ(3W'ALL.S'YSIFM WORK IS NOl PERPORrILI� BY 111E SIIF G[C1l�ECHNICAt ENGINE�R. A
� QUALIFII4U GEOTECIMICAL C,NGMEER/iECHMCIAN SHALL RG CONSULIIH)
IN IIIOSH AfAl-TERS PLRT�AINING TO IIIG SOII CUNDIIlONS AND WALL
� C 'y SOILTYPE PERFOR.UANC[.
RET4MED SOIL S0� 0 FSP 120 PCF 1'l l RUN SAND 2. THE FOl'NUATION SOILS A"I�I I IP RASE OF TI IP WALI_SHAI_L BE INSPHCiHD
BY T11E GFO�I ECHNICAL ENGMGER_�NY L'Ntil�PIA6LE SOIIS OR IMPROP5R1_Y
FOUNDAiION SO1L 26� 0 PSP 120 PCF S.4NDY LEAN CIAY
C0�1PACItU ENBANIGiENI MAIERIAL SFIALL 6E RE�IOVED ANU REPfACGD
AS DIRLC�IFD PY lHE EN(;WFF-R PR!()R 7() WAIL ('()NS7R1'('lll)N �Il�
5()II_IYPFS ANC>CIESIGN PROPER�IFS SIIAI.I-R�(;()NFIR�IEI�BY TII[SI�I�E PROVIDFAI�[LjUAItiBFARINC�('APAG"Il'ANDMINI\11ZESETI7ENEN�I�.
(1 FU�EC HMCAI_FNG W EFR PRIOR I-O W ALL CONSIRUC 1 ION_ S H E ET IN D EX
l_ ALL WALL FXCAVATION AND R[IAINFD SOIIS SII�Ll-RF WSPEC7ED I'(�R
IIIE WALL IS DFSIGNFU 7-O SUPP00.1� IHE POII.OWMG r1AXlT7l'r1 CROONDWAI�ER CONDPIlONS. ANY .4DD1�lION.4L UIWINA(7E PROVISIVNS
Sl'RCIIARGELOADINGS, SHFFT DESCRIP�ION REQL'IRED W IIIE FlELD S11Ail- BG 1NCORPORAILD W70 i11F WAII.
CONSi RL'CTIC)N A}DIRECI�[)RY l}�L:(;[<)iECi INICAL ENGINEER.
I�NI[�TYPF: F[ELC)SlC)NF,F(7l'II>FRS �. TITLC tifiF.ET
REINFORCEMFNi: GR4VIiY Z. SITE PIAN 4. WALL RAC'.KFILL �IAlER1AL SHALL BF TF_STFD .AND APPROVED BY 1IIG
DFSIGNr1E[HOD: COl'LOA16 ENGINEER, ,�fEEI1NG iHE MINIMV�I REQUIRE�1ENTS OF iF1E APPROVFU
LIVFLUAD: N()NE 7. WALLSECTIt)NA-A DE$IGNP1ANSlJRSPECIFICA�II()NS.
DFAD LOAD_ NONE
BACKSLOPE 25H:1V,�1AX 5. ALL SOIL RACKFILL SIIALL RF TF_SITD PY THE GEOTFCHNICAL ENGINI3GR
TOGSLOPE: NONE FOR b10ISlURE, DENSIIY, AND ('OA1PACTION PFRIODI('ALLY (EVFRY 2'
SEISr1IC: N/A VER7ICALLY,I00'-200'C/C)MEEIING I71E h11NIMUAA REQI�IRFMENTS OF I�HE
I IYDROSTAllC: N/A APPAOVED DESIGN PIANS OR SPECII9CA IlUNS.
3. TI[E FUI�NDATION SOILS AC THF WALL LU('.AilUNS SHAIC BG CAPA6LE OF F. TIIE CONTRAC�OR Sf1ALL HS'iABI_Itill:WD\fAMT.4M��L'ALITY CON[ROI
SAFEI_Y SUPPORTWG 5.000 PSF WITHUI'1� FAILI'RE UR EXCESSNE FUR THE CUNSTRVCIION OF TH[WAII_'IU.ASSI'RH COAIPLIANCE WIIH
SE I ILE..�t[NT.LIICAL BFARINC CAPACI�IY SIIALL BE CCJNF[RnfED 6Y�I71E SCIE CON t RACT REQI'IREM[N"IS AND MAIN IAIN RECORDS U� 1"[S L1l'ALI-[Y
GBO"I�FCHNICAL ENGINF.FH AFIGR FOI�NDAIION CXCAVAIION AND PRLOR CUN"fROL
TOW:AII CONSlRUCI7UN_
i. AI.L WALL ELEV.4T70Nti,GRADES..4ND RACK SLOPF CONUIIIONS SIL4LL HG
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APPROV6U DESIGN PIANS.ANY REVISIONS 1O TI f E 5 fRl'C I L'R[GEOA1CiRY
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NOTES: BOULllER STACKINU DETAIL DI2AINAGE STONE SPECIFICATION: �
I. THI: SECTION SlIOWN REPRESGNTS 7YPICAL CONSTRUCTION POR THE DRAINAGG STONE SIIALL CONSIST OP CLI:AN I" CRUSIII;U
2q'D S"iCJN6(PHI 40°)MEETING THE FOLLOWMG CRADATION:
IURGFNSON R6SIUENCE 60ULDGR WALL AT 2650 COUNTRYSIDE DRNti WEST.THG M�N� TOP BOULDER
WAI L HEfGHTS,GLEVATIONS,FlACK SLOPES AND�iOE SLOPES VARY AS Sf IOWN ON (SF.H NC7CE 5) SIEVE SI7_G� %PASSMG
ll I11 SITF PIAN AND ELEVATIONS PIANS RESNECTNELY. 30"D
1" IW
1 iPUN FJCCAVATION,WHIIR[UNSUITABLL SOILS ARE POUNU,SUBC:UT TO[1FPTI I H=S' 30"D 3/4" 10475
"U" AS REQUIRGU iU ACNIEVG TIIG REQUIRED BEARING C:APACC�Y. IIIE Na 4 Od0
STRUCTI�RAL FILL SIIAI.L BG COMPACTGD TO A MMIMUM 95% STANDARi� DFPTH(D)TOHEIGHT(H) Na.50 0-5
30 �� STACK TOP TO 60iTOM
PR(X:iOR DENSlTY. AS PFR 60ULD�R DGI'TH
30, FREE DRAININ(3 SAN�> IS AI.SO ACCEPTAI�LF I�OR Tl1E
3 APPROXIMATE LIMITS OF [X(:AVAT[ON VARII:S WIIERE SURCUT IS REQUIRED. SC{IEDUIF(SEfiNUTG46) DRAINAGEMATFRIAI.. II MUSiHAVE�10%FWESPASSWG'i11G
ACTUAL LIMITS AND SIUL SLOPES TO 6L D[TERMINFD BY CONTRA(:TOR ANU NO-200SIEVF-
MATCI I FIHLD CONDITIONS AND OSI IA RF:GUTATIONS
4. (A)-�116 MWfMUM ROULUER DGPiH(D)IS A fl1NC"iION OF TlIE OVERALL WAI�_
i iricnr ns sNown�w rEiE�oui�eR oe�TF�sc�E�Eout-s.(n)soui�ees sFu��ets BOULDER DEPTH SCHEDULE: RETAINED BACKFILL SPEC[FICATION:
TI IE SAMG DEI'TFI hROM TOP TO ROiT<�M AS PER THE BOULD6R DEPiH SCHEDULH WALL HEIGNT(H), MWIMUM BOULDER DEI'TH(D):
AN[�NOTRHDUCEDINDEI'TIIASROIII_DERSARESTACKF.D- IiFTAINEI�PACKIIII_SHALL[tI>IRIiE OF DEBRIS(�R URGANIC
0-4' Z7" MATERIAL MIlETMG��I16 I�OIlOWING GMI�ATI(�N (PIT RPN
5 A SMALLER BOULDER(24"MIM MAY BG USLD AS A TCIP ROULU6R fOR PINISHED 5' }0" SAND(PHI 30°):
GMD[NG CURPOSHS- 6' 33"
7� ;g" SIEVI>Sl7_G: %PASSWG
o. Tk16 BOULDERS SHALI. Rli PIACED T(�AVOID CONTINUOUS JOMT PIANFS IN � ��
VFRTICAL OR LATERAI.DIRf?CTIONS. IiACII f30ULDFR SIIAI L REAR ON 7�V0 OR 3/4" 100-75
MORE ROCKS B[L.OW IT,W[TI(GOOD FIAT=iU-RAT CONTACT. N°-4 �� ��
EMBEUMENT DEPTH SCHEDULE: No40 `� `�
7. COMPACT ALL SOIIS PIACED REHINU TI I[DRAINAGE ZONE TO 95%STANDARD N<�_200 �-�5
PROC'TOR UENSITY_ T06 SLOPL MIN.EMBfiDM6NT DEPTH(E)- PIAS"�IC17Y W DI:X(Pp�70.
3:1 24'
R TIIE MINIMUM EMB6DMENT REQUIRED 0;)IS Sk10WN PN EM6FDMGNT DE7�H 35:1 ZQ•
SCHGDULE. S[T�PIAN SHOWS NO TOE SLOPE,THUS MINIMUM FMBEUMENT IS 12". 4.� 18•
CONTRACTOR SHALL FIflLD VF.RIhYTOE SLOP6 AI.ON(;ENTIRG WALL. 4.5�.1 l7"
9. IFSII(3CUT IS RIiQU[RED I'i IS LIKELY TO L•NCROACII UN THF.I_1 INIIUENCF AT 5'� ��� 1650'
Tl l6 ROT7�OM OF DECK FOOTING.SIIORING MAY I��RHQUIRI3D TO SUPPORT THE S�5� ��
6:1 14" 8"LOW PERMEA6L650II.
DGCK DURWC WALL FXCAVAT[ON. THE WALl HAS NOT[3EEN DESIGNED TO �
6.S:1 17'
SUPPORT ANY LOADING APPLIEP BY THE DECK.
<7:l 12" CONTROLLED FILL
10- UO NOT BRING Hk�AVY COMPACTION OR PAVING I3QUINMENT WI7HIN 3'lJP THH - �- ��
RACK OP THE PROPOSED RLTA[N WG WALL 2 5 MI �� � I
L� APfROXIMATELIM�TS z
I I. DURING WALL F.XCAVATION,6ENCHCUC AS REQUIRED TO FACILITATG 6ACKI=[l L 24"MlN � � (�I I.XCAVA'1ION
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OP�RATION AND BOND RFiWEEN MSITU MATERIAL.AND 6ACKFILL MATEktiAL. �� � I�
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12- THEROULUF.RR/ALLSAREUESIGNtiUASG2AVITYWAI.IS: 12"DRAINAGHZONE RfiTAINEDSOIL a
MINIMUM SAF6-IY FACTOR POR OVERTURNMG IS (l"CRUSI IEU STONE) �
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MINIMUM SAFFIY FACTOR POR SLIDWC 19 — ��"
— � FWISHEDGRADE 807.P11TER � �'
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4"DRAINPIPE(SEE NOTF I7) �SUB(:UT(S6G NOTE 2)
TYPICAL BOULDER WALL SECTION A-A
CUI'YRI(:HT(.)20 t I-N 13 BY CIVIL UESIGN PROFESSIONALS
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INSPECTION N TIC �CHEDULED --t� '�z��
PERMIT NO� ���ld�/cOMPLETED
ADDRESS v W �— �
OWNER T P NE NO �" - �
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Q ❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
v O DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL
2 OWNERICONTRACTOR TO MEET YOU:_YES_NO
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V BEFORE CWERING PERMANENT
O CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN
INSPECTOR WILL REfURN ❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Cail for the next inspection 24 hours in advance. (95 � 249-46��
OwnerlContractor on site:
Inspector. � � �``�
White Copyflnspector's File / Canary CopylSite Notiee
� r � DATE TIME v
CITY OF ORONO CALLED IN 7=���
INSPECTION N TICE SCHEDULED � •d ��
PERMIT NO.�O �d I D MPLETED �
ADDRESS ��� �
OWNER T EP ONE NO. "�ID—
CONTRACTOR
� DESCRIPTION I�l ��
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ly ❑ FOOTtNG ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING
� ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORFJWEfLANDS
�
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
� ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL
2 OWNERICONTRACTOR TO MEET YOU:_YES_NO
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V BEFORE CWERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN
INSPECTOR WILI REfURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in a ance. 5 49-460�
OwnerlContractor on site:
Inspector_
White Copyllnspector's File ary CopylSite Notice