HomeMy WebLinkAboutdifferent misc.re common area f� 2N�� Gv� �v►II iss�� �a lr-��'�'i� e--�• o►� y--3 0 — o Sa -�R 7'� (.��,/�9,n,►� ��� S
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Inspection Notice � one roo
2335 West Ni way 36
Project: Stonebay Lofts � Intermediate Inspection ❑ Final Inspection(Punch list) s� Pa�i,rnN s �+3
Te1651 636-4 DO
Owner. Ciry of Orono From: lared T.Ward Fax 651-636-1311
DdI2: 4125/08 www•bonestr .com
To: Arne Zachman
ZB Companies
Bonestroo Project No: 000139-07000-1
Re: Inspectfon Notice Owner Projea No: Plat#3081
The following items require the attention of the Contractor for completion or correction. This list may not be all-inclusive and the failure to include any ite s on
this list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documenu.
Number Item Accepted
1 Remove and Re lace all dama ed curb er field markin s
2 Patch bituminous base course where settled er field markin s
3 Remove and Re lace all dama ed concrete sidewalk er field markin s
4 Install all li ht oles er lan
5 Com lete all landsca in er lan(Boulder walls, Trees, sod, etc.)
6 Install sto si n on E. side of buildin ,directin traffic leavin under round arkin lot.
7 Install cross walk si ns er lan(S. and E. of buildin )
8 Rotate h drant on west end of arkin lot and install h drant fla er ci standards.
Submit revised grading plan for approval of the proposed storm water drainage on the south
9 side of the buitdin , between the buildin and the arkin area.
10 Install Erosion and Sediment Control on ex osed soil southwest of the buildin
11 let storm sewer lines
12 Submit 2 full size co ies of record lans for a roval.
Signed by: �G/�r..� �ate: �f_ a >�o p
����," �+ ��MP G^' �Ti�t � �� UN lT 3�y
Bonestroo:�C.S Jpnspection Notice 415.08��VLM 021307) Page 1 oi 1
�FaIt Gl�'Y�ST IIANLY
0,���,0 City of Orono -� '
P.O.Box 66 Date Recetved ��3'�it#"
� .2750 Kelley Parkway � �T � �
� A. ,_ � Crystal Bay,MN 55323 1�ppro'�ed By:(�f�2equired):
��o$� (952)249-4600
CITY OF ORONO-WATER METER FORM
(*Note:Some permits may require approval by the Building Official and/or Public Works Department*)
��E���Il��° � . TI�1�T
1. WATER METERS must be picked up and paid for at City Ha1L
2. If nossible,fax in this application ahead of time;we will then call you and let you know we have
the water meter in stock. Fax Number: (952)249-4616. Also,you can call ahead of time to make
sure we received the fax,or to warn us that the fax is coming.
3. WATER METERS must be set and sealed by Orono Water Department (952) 249-4600,
upon completion of ineter insta►lation.
' � " � "1�RT��'Pn�''R�2'�
� � °(C�e.c���1'��hat�., l
❑ Residential(May Require Approval) ❑ Commercial(Approval Required)
❑ New Meter ❑Additional Meter—For: ❑Replacement Meter
�o�i Site 1 O�er�forma.tion: �'�� � .
, -,---���.... _
_ S� k'°-.`,I
Sitc Address: � �� � '���'-1 k
Owner: Mailing Address:
City: Zip:
Home Phone: Alternate Phone:
Gontractor Infor�n" ��n:. `
Contractor: Contact Person:
Address: State License#:
City: Zip: Expiration Date:
Phone: ' Alternate Phone:
❑ 5/8"METER- ❑ 3/4"METER- ❑ 1"METER-
❑ 5/8"HORN - ❑ 3/4"HORN - ❑ 1"HORN -
❑ "WATER METER (THESE WILL HAVE TO BE SPECIAL ORDERED&PRICES DETERMINED)
�-,..�� �...� -� �-.-�� $ 3 3 2 ��
1. METER FEE:
2. HORN FEE $
3. TOTAL PERMIT FEE(Add Lines 1-2 Above) $ � 3 �' ���
CITY-USE ONLY
* For Current Pricing Refer to Current Year-Water Meter Pricing Chart *
BRAND:
SIZE: ❑ 5/8" ❑ 3/4" ❑ 1" ❑ Other "
SERIAL#: _ i��� 3 �
nI III�111�II I N1111 Al l lll
ERT HIGH#: _ 1�430 (if applicable)
;` P��I�'��3�:t�.L�{JR�UTAT��T—`�V��I'E�,�E�`E�
The undersigned hereby applies to the City of Orono for issuance of a water meter permit, agrees
to do all work in strict accordance with the ordinances of the City and the regulations of the State
of Minnesota., and certifies that all statements made on this application axe,true and correct.
Applicant: Date: S���/��9
`�.
Original: 1-Address File
Make Copies For: 1- Utility Billing Department 1-Cash Drawer
,�
7625 Boone Avenue North \�� '�\' ' � � 'f Phone:763.595.4300
BrooWyn Park,MN 55428 � � y � �
— ,, - , Fax:763.595.4346
� i+�wiv.e�anco.com
� \!i �i. �\
8ui(ding on Promiaee Kr.pi-....�._..-,
MEMO
Date: July 1, 2010 From: C ris Fern
To: City of Orono Phone: 76 -591-5572
Attn: Building Inspections Re: R Z
' ❑Urgent �For Review ❑Please Comment Please Reply �For Your Files
� Attached is a copy of the RPZ test information from Citiz n Independent Bank/ Stone Bay
Condo's of Orono, 2670 Kelly Parkway, Orono, MN for yo r records.
Thank you,
Chris
�F�F��
J�� o FO
Ciryo 2Z�10
F�R
ON�
Chris Fern
, Egan Service
7625 Boone Ave. No.
', Brooklyn Park, MN 55428
cmfern@eganco.com
' 763-544-4131
763-591-5572 (direct)
PLEASE NOTE:This fax is intended only for use by the individual or entity to which it is addressed and ontains privileged or confidential business information the
' disc(osure of which may be a violation of federal or state law. If the reader of this message is not the inte ded recipient,or the employee or agent responsible for delivering
the message to the intended recipient,you are hereby notified that any dissemination,distribution or copy ng of this communications is illegal and strictly prohibited. If you
have received this communication in error,please notify us immediately by telephone at the phone numb appearing at the bottom of this fax transmittal.
mechanical■electrical■systems
7625 Boone Avenue North I Brooklyn Pazk,MN 55428 I p:763.595.4300 I f:763.595.4346 I www.eganco.com
:1�i Affirm:�ti��e Actiun/Equ:d Opportunits•F.mp(vcr �
Issued:January 2005
88/24/2810 96:17 7637672855 DALE B CAN PAGE 05/05
� � -�
:•� ' � .
. �
. �
, &uildin�on Pruniiacb K�V�....,."
s,ac�F�.ow P��vE�rER ��sr R�poRr
Instruclions ko Certified'TAsters: All information must beT ed or clearl rinted in bl ckink '
�� � �, ,v z�P: .s"s 3
SlT�ADDR�SS: ��"J
I PHONE: TEST DATE: �
,,OCCUPANT: '�" �
' � �a��e�S • .
s
i�
DEVICE MAKE/MODEL: �-�� �� �ZE� SERIAL NO. �S
D�VICE LOCATION: � � �
' SYST�M DEVICE
' S�RVES: ���: ���°�'"
' R�S. DIF. PRES. DlF
CHECK VA�V� CH�CK VALVE# CROSS#1 WHEN R�LIEF STRAIN�R
#1 2 CHECK OPEN
i. L�AKED ( ) LEAKED( ) _psi •� • P51 COLND�
�"EST BEFOR� REPAlRS CL�OSED ( ) CL�SED ( )
' FINAL TEST CLOSE • CLOSE�. '' �' S� ��
' , cy
bESGRiBE ��
R�PAlR �
�Certification:
: I hersby certFFy that the foregoing date to be cor ect and that the tested device is functfoning
within the limits of the standards.
I '�IRM A : E MPANY ADDRESS� 7625 BOON� V�. NO. BROOKt�YN PARK MN 55428
;gY: TESTER'S CERTIFlCATtON # � PHONE#: 763-595-4300
IGNATUR6 OF CER7IFIED TESTER FAX#_ 763-595-4346
, .
STS CONSULTANTS, LTD. COMPACTION TEST REPORT/ FIELD DENSITY TEST RESULTS
� � 10900 73rd Avenue North,Suite 150 PROJECT: Stonebay of Qrono STS PROJECT: 98999-A '
� Maple Grove,Minnesota 55369-5547 LOCATION: Orono Minnesofa REPORT DATE: �0!"��F03
'� 763.315.6300 FAX763.315.1836 CUENT: Dahistrom Devel,p�m�nt,,LLC TECHNICIAN: MN
"Solutions through Science&Engineering" CONTRACTOR: G.S.MCCT�SSa� REVIEWED BY: $J.
Optimum In-Place In-Place in-Place
Test Maximum Water Moist Water Dry Relative Compaction Pass
Test Elev MaYI Dry Density Content Density Content Density Compaction Specification or
No. Date Location or Structure Diagram Attached: (ft) Mark yamax(pcf) wo,(%) (pcf) (%) (pc� (%) (%) Fail
247 1 b117/03 Caseade Lane;3�Unit k.ef�:Buiiding,East 1017:0 F-4 102.0 19.1 120.0 19:2.', �bt�7. I 99 9'� . P
248 1'0/17/03 Cascade Lane:;3�Uri�Lef�B€�ilding,VN.est i018.0 P-4 102.0 19.1 123.4 �2 4, '#13b� ,; 99 9? ; P
249 1 b/17f03 Cascada I.ane;;3�tlmt:l.eft���Idfng,East 1018.0 p-4 102.0 19.1 120.6 ' �:� ��;Q 97 9� P
250 1Al17/03 Cascade Lane,32 Unitieft Buil�ing,WeSi 1019.0 P-4 102.0 19.1 119.6 19.4, ��0.� : 98 9�` P
251 1,0117L03 Cascade Lane;32 Llnit�eft�uilding,Eas.t 1 Q19.0 P-4 102.0 19.1 118.6 ' 19.0' 8�;7 98 ;9'F P
252 tUl17/03 Keltey.Parkway,Sa�ita�r Sewer;Exisii�g;NIH to MH-26 1 Q19.0 P-10 96.5 24.6 120.7 251 ' 9�;5 '. 100 1:0� P
253 1:0[17/03;. Kelt2y:Pa�';,SAdi3�; SdrNet;Ewsii� :MH#a 11AH-�6 1.0..17.0 P-10 ; 96.5 24.6 121.3 �6 8„ �� ,: 99 � ,: ' P
_ � � . 9 `: .
254 10117/03 Kel[eX:Pa�ttwe}i S�t�it��yS��ve1;Exis�tng;NlFl#��IW 26 1Q1�.0 ` P=10 96.5 24.6 119.8 2�y ; Bb'� ', 98 � _. P
255 10/17/03 Kelley.:Parkw��r,Sanitar;y��Wer,NI�-2E`x ta MH E7' 1�20.0 P-10 96.5 24.6 120.3 �3;. _�1��. ; 99 � P
; :;:
256 1::iJ/171� K81IB}t;F�a�YK�yr$��i#arjr��tiver M1�.�Gto I�IH 2� t0�7.0 P-10 96.5 24.6 121.1 ?„�i`�.'3;: .. ��.'�. : 99 � ! P
- _ _
257 1.(?I�OF(� ��ads�ir�fa,���1[�����,fE�lldlRg.��sf��d.; t02p,0 `P-13 : 104.3 15.1 120.0 . i�,�r;; ,�;�� : 100 � ;; P
,
258 i';p��E?� Cascad��i��l�,��IJn(��e�E��i([ding,�t:��d 102E3U F�-13 104.3 15.1 118.6 14 8.:: ��3�k3 '. 99 3�` P
259 10/20/03 WateFinaln,Kelley Papkway,Sta.iS+AO- 1015.0 P-11 95.0 22.1 116.8 25 Q.; 9��4. 98 95 : P
260 1:Of20/03:. VV�afe[Fri�lt�,I��1��'��i+e�y,StB 14+A0':. 1(11.6.� P-11 95A 22.1 115.4 2�ti0: '�'I 98 ' P
, , ;
261 1;O��DI03 : tAtBt��i1t.�f��11e����iC�((�f'y_,$t� 13+Q0:. i61fi.0 P-11 95.0 22.1 118.2 ���: � 100 '�i P
262 1'O�PO/0;�: VItBtBt�xiditt,F€�1��t�?`�F��,_st� 12+�)Q.: 101'F.0 P-11 ' 95A 22.1 119.8 2��H; BI#� : 100 1;�� P
263 1��1��/If�:: Fil�,�p���v�!�t��Dt��,�ttR��?��PB�'�$ff�. .:; . �(3EU.4I P-f3. 104.3 15.1 119.8 'l��k- �!� ;: 100 �.�9' P
264 1;0l�i/03 Fil���dge'�t�t�!�f�!t�,�v�loAFforR�PadS:'��`1'7 162{1.0 P-13 104.3 15.1 121.4 '����; '��.: 100 ;�+� � P
265 1Q�2�/Q3-; F11;�fi�l��iq�f8�',p�W��tM1�o�#hRriie P�ds;24�1�`I , 4b21.0 P 13 104.3 15.1 120.2 'i��$' '�� . 100 '�` P
�
266 1'0�^�i�b�;. StQn�t:t3��r�K�Ilep Pa�kwa.y�At�G�h�H:8� ia15.0 ` P-10 96.5 24.6 120.3 '��k�; �'# 99 �S _ ; P
-
,:
26� 10/E#/03., SfoR#t+C?[8llt�,l��lle P.8€kYva�{�i)�I�IH:7 ' 1013.0 P-10 , 96.5 24.6 120.8 �7 3 ' � � P
Laboratory Compaction Method: Mark ydmax wo� Mark ydmax wo i Field Density Test Method: USGS Elevation Datum: X :!
ASTM D-1557-79(Modified Proctor) ,P-4 ;: �Q,�4 . 1.�:1 F 13 ;,1A4 3 ';., _'��� . ..; ASTM D-1556(Sand Cone) „ ..,.;;. ;Depth Below Subgrade ;
� ,Depth Below Fnish Grade
ASTM D-698-78(Standard Proctor) � ��11 ` �5��; �:1 F 10 96.5 _ ���� ASTM D 2922(Nuclear) ;�
, : ���
_
Other ': ` , , �tT? . ,.
F698999A-1 CCR.xIs
� � STS CONSULTANTS, LTD. COMPACTION TEST REPORT/ FIELD DENSITY TEST RESULTS .
10900 73rd Avenue North,Suite 150 PROJECT: Stonebay of Orono STS PROJECT: 96998-�
� Maple Grove,Minnesota 55369-5547 LOCATION: QTono,Minnesnt3 REPORT DATE: ��/"��fD3
763.315.6300 FAX 763.315.1836 CLIENT: Dahlstrom Developmeqf,tLC TECHNICIAN: �i
"Solutinns rhrough Sciencc&Engineering" CONTRACTOR: C.S.MCCI:OSSc�I[i REVIEWED BY: $J1V1 _
Optimum In-Place In-Place In-Place
Test Maximum Water Moist Water Dry Relative Compaction Pass
Test Elev MaYI Dry Density Content Density Content Density Compaction Specification or
No. Date Location or Structure Diagram Attached: (ft) Mark ydmax(pcf) w, (%) (pcf) (%) (pcf) (%) ('/o) Fail
; ;
268 1.0/22l03 Filt,6ri.dgeuvater Qdve;Touvnhome Rads;13-15 #021 A P-10 96.5 24.6 118.6 ;' 22.5 g�8 100 � <: P
269 10122✓03 Fiil,B�dgewater Dr�ve,;fowclhotrie PadS;1.Q-12 t021 A P-10 96.5 24.6 119.5 ;;,. ���.. �`'� ..;,; 100 ., �� _ P
270 1O122/d,3 Fllf,E�ricJgewater�r�ve;Tawnhon;ie Rads 7 9. iQ21,0 P�10 ' 96.5 24.6 119.0 .' ��#� ` ��$ 99 � ': P
271 1O122f�3 Watermain,Kelley ParlCway,.Sta:16+OQ. 1016.0 P-10°; 96.5 24.6 117.7 ; C6,� ': � 97 9$...... ,; P
272 TQ/22lE?�: Wete�nain,I�e11ex Pa�way,St�.17+OD 1018.0 P-t0: 96.5 24.6 119.2
26$ `; 9+4 0 97 �5. . P
, , ,, ;
273 10/22f03, Wa�r[nain K�1P�y f��tftvuay,Sta;;TB+00: �U�Q:O 'P-ifl 96.5 24.6 118.5 ' 27 8 ' ��9. , 96 ,,�� ,.. P
, _ ,
274 10/23f03 : Bnd��vvafer D�iv� Tc�r;ih�r�e P.ads 16/1.7 1 Q22.0 ;P-11 95.0 22.1 116.9 ; 2�3 .' , 94� 100 '� ' P
275 lD/231E33. . BHtl��ivu�ler 6�i�,Townt�ar�i�Pads t8/19 i ti�2:� P-t 1 ' 95.0 22.1 120.3 I �Bs 9&� 100 �# _... P
276 1;0/23103 Bridgeliva€erf3rive,Tawrnl�ome R�ds 20L21 iQ22.0 P-11 95.0 22.1 118.5 ' ��4$ 3�� ; 100 �3',, P
277 1;0(L�ID3..;;. �ridge�#er�3xlus�T�wnha�#F��dsSf�'x ; 1�23.fl ;P-11 95.0 22.1 118 0 ; �� ':. �.3�_,,�;. 98 ,.. :� _;: P
278 1 Q���Q� � 5an�;�Y���erT�u,C,der G��is�:NIH�t�A+IW�� to24 0 :.�-4 ' 102.0 19.1 120 8 - .��.� ;, ���. ;; 100 � �;��a'.... : P
:
279 i U1��f� ;; 5a�n�ary 8evyer;�ufder�r�ya�1dIH_�3�a�1�2�4 . tUi�o . : P-4 i o2.0 19.1 118 9 _ 1�$ . . ��°'I :: 99 9�i . P
,.
280 4:0/23fo� SanRaryF Sewer,Bt�ulsfe[t�rive,�IH 23�:�CH2�4. . 1 Q20.0 P-4 : 102.0 19.1 119.6 18:5 ; '��ifJ'9 ; 99 �� .. P
281 f:0��4{03:.; �`�[t��Y�'ie11K8i:6�S�11F���L'�f��8,I�H Z�.t�i�IF��S ::: 10194x . ;:p-t1 _ 95.0 22.1 116 8 � 2+�5.;.. _ ,�r- ; 99 , P
282 1.U124183 -: S��pi�Sty��W�C;,B�ui+�it�b�t►�,I�H���luiH 28. 1o2i:.R F-1:1 ' 95.0 22.1 117 3 _ 2�5 ; �� : 99 9�,.�,� P
- :,, 4H� . ,,..,��5 .: 98 ,�_ ' P
283 1 D��4xD� : Btid����C��i�t� 7�V�rri[�bl��L�d�i12,:; tQ22 6.: :'..P-5 ' 107.7 16.2 122 6 ,;. . r,.
, ,
284 i0�2d�Ft� ; $�1�g��P#��iik@ TcSv�t�iSt#�!�P!at�S if� :' 4(32h 0 . P� .: 107.7 162 123 5 1�.�_' _ �y 99 . '� .. _....,; P
, 3 ; ���n, �
285 i bi��Wb� :' ��dg�Vale�€�ni��,Td�vr�1�,�adt�+�: �024 0 i P�S 107.7 162 121.6 � .'I�a� `�� : 98 , ,,�_„�,._.. ; P
286 1'9�l24l�3 .;: pndg�i�ate�EJ�iv��T�w[ihome_P�is-��� ` tD26_0 R-5.:: 107.7 16.2 124.4 ;; . 1�.�',:::. '���� .' 99 �5�_...__..: P
, : _. � „ ��t
287 1;b12��3_:: �lTic�ge�Vafer��e�`I"vwrt�am6 P����/� ' i oz6 U. � .'P-5 107.7 16.2 122 0 ''.: ;)�a�,;: ..��'� ' ss ?.��.... ..:; P
Laboratory Compaction Method: Mark rdmax w � Mark �yamax wo� Field Density Test Method: USGS Elevation Datum: X ';
ASTM D-1557-79(Modifled Proctor) ;f�� ; 1�J�,0! 'k�"1 R:�3 '�p4 3. .... ��r 1: ASTM D-1556(Sand Cone) , .._.,;. ;:Depth Below Subgrade
ASTM D-698-78(Standard Proctor) 7�;!i �w'�1.: . '! .��k ; ��1 F�:1�1 96 5 ;= ���,'; 'ASTM D-2922(Nuclear) „�; ,.;;Depth Below Fnish Grade .
Othie� > �;:�
;, 1�1I�:7;
#6;� ' t)i�ter ` ; : �'�aer , ;
F698999A-1 CCR.xIs
STS CONSULTANTS, LTD. COMPACTION TEST REPORT/ FIELD DENSITY TEST RESULTS
� � 10900 73rd Avenue North,Suite 150 PROJECT: Stonebsy of OFon.o STS PROJECT: 98J99-A "
� Maple Grove,Minnesota 55369-5547 LOCATION: �rono,Minnesota REPORT DATE: fb/�9l�S3:
�` 763.3t5.63oo FAX763.315.1836 CLIENT: Dahistrom Developrnent;LLC TECHNICIAN: MC�
"Solutions through Science&Engineering" CONTRACTOR: C.S.MCGFOSS111 REVIEWED BY:
Optimum In-Place In-Place In-Place
Test Maximum Water Moist Water Dry Relative Compaction Pass
Test Elev MaYi Dry Density Content Density Content Density Compaction Specification or
No. Date Location or Structure Diagram Attached: (ft) Mark ydmax(pcf) wo i(%) (pcf) (%) (pcf) (%) (%) Faif
288 10/27/03 Bridgewater Qrive,Twonhome Pads 43-15 1023.0 P-t3 104.3 15.1 116.6 15.1 i�3�D 99 �7 P
289 10127/03 Bridgewater Drive,Twonhome P;ads 16�.17 t024.0 P-13 104.3 15.1 120.5 15.5 ;: '��1:3 100 97 , P
290 1:012y/03: Bridgewater Drive,Twonhome Pads 10-12 i Q23A P-13' ' 104.3 15.1 119.3 ' 16,5 i ���;4 98 97 ' P
291 10/27/03' Watermain,Stone Bay Drive;Sta.3+00 1017.0 P-5 107.7 16.2 123A 1.6.5 ::. ���;6 98 JS : P
292 1;D/27/03 Waterrtaairr.Stane Bay Orive,Sta.2+50 1018.0 . P-5; : 107.7 16.2 123.8 17 p ;: '�,135 8 . 98 95 . P
293 1012�/�3; Watermain,Stone Bay Dri�e,Sta..2+00' 1017.0 P-5 107.7 16.2 125.4 18.1 ; '�{��-:6 100 10a P
294 1Uf27l03 Cascatle Cir�le:;3fkUnEtLofts,North End- 9i;.fi.0 P-t3 10d.3 15.1 118.9 i 1�8 ��7 ' 98 �� P
s ,
,.
295 1.0�27103 CaS�ad�Citcle;3�t llnft:Lofts.S(nit��nd: 9f7.0 P-13 104.3 15.1 119 8 i�i� .; �#�9 .'; 99 9� . P
;,.
296 1_0128/03 Cascade Circle;3Q-Untt L4fts,North End 91SA P-t f 95.0 22.1 117.5 24 S : 9��k ..:: 99 97 ; P
297 10��f�lQ� :; £�3SC8C1�CIrL"(B�34I�L1�1k�::�OftSr�F7t�t�Ild 91::9.0 P-11 ; 95.0 22.1 116.5 ; 2�'�...'. , '�._.� ' 99 9�` 33 P
298 1U�2�fQ3 : Casoasl�C(r�i�3E1 Un�t:�ofts,�1arth E�d: - 9l�:Q P-�1 : 95.0 22.1 118.0 '; �a� : �*ri '; 98 �`� P
299 i 0d��/b3 ; V11afe�nan,Siaoe.Ba��ilveti Sta:.7+SQ �0�3 0 P-5 107.7 16.2 �26 7 _ 17,0.:; �C� ; 10o i i�i� ' P
300 1 U/�8%03 . Waterman.Stcsn��3ap f7ri�e,5ta:7+OQ 1022.0 P-5 107.7 16.2 125.5 ' i 8,�. �4�8(3 .. 100 i t�F� P
301 10/2$f03.; b1�8t9tfY1811 $YQRkI����)�iYBi StH 6+5Q : ; 4132�A ;P$ .' 107.7 16.2 126 1 ; 1?5 ��.� ; 100 �5 P
; ;r .
302 1072�3 j 1l��ttlCrilalt �tt�t�a 8���iiS�e�St�;6�r(f0 '- 1ti2�.0 P-5 ; 107.7 16.2 123 8 16 7 ; '�t�.6't 99 95 P
; '
303 fi0�28l03 ; B�C#g�4Vu�C��i7�� T�SY�'I�I,',��P�iS T12.,: ; 1�126.43 P-13 ' 104.3 15.1 120 0 ;; iJB��i ����k 99 9�' P
304 t�1���10� BndgetN,�fer��iv�,Tx�v�m[mr�i�Pad54f3 ifl28.� P-t3 ' 104.3 15.1 121 3 1�i s� �� ;' 100 9;� P
305 1 C?�2�1(�3 ' $ndge�va�er Qri�re,T�v�tti[;am�pads'��� ' lA2B b P-43 104.3 15.1 119 7 y�� ;; '��.�- : 99 �� P
306 10129/03 :: �cldge�+rafer�n.ve,Towrif�ome F�ads6/5 : . i028_0 P-11 . 95.0 22.1 116 8 ;: �4�_; �� 99 9�` P
; _
307 1p/�igfQ3 ; �cldgerivat�rb�iue 1'�swnMame f?ads7J8 ?D23� P-f 1 ` 95A 22.1 116.1 ��,�i �� 99 � ;i P
Laboratory Compaction Method: Mark ydmax wp� Mark yamax wo t Field Density Test Method: USGS Elevation Datum ; X .;
ASTM D-1557-79(Modified Prxtor) P-4 4Q2,�' 1J:1 P:-13 ��l4•3 .: ��_'�.: ASTM D-1556(Sand Cone) ', Depth Below Subgrade
ASTM D-698-78(Standard Proctor) X;i Pr�i ; .9�.�1:: �I 1 P:ib =g8.5. _��»6 i ;ASTM D-2922(Nuclear) � Depth Below Firnsh Grade
Other t?-5 ': tti'7.�' �s:2!' , �►�s� ;: ' : , �f�1�r
Static Cone Penetrometer Report ,
� � STS Consultants,Ltd.
� 10900-73rd Avenue North,Suite 150
1 Maple Grove,MN 55369-5547
763/315-6300 Fax 763/315-1836
__ _._.. _. _......__. .._..___ _
_ _. _.. .._ _.......__ _.......__... _ _ _.
ProjeCt;Stonebay of Orono ,,:.,� . ;I.; �e;.::�c�xlu; ;
�en a strom Development A "- ' GrayBrown Clay with Trace Sands
Project:Number 98999-A 8
Tec�n:icia�lEngineer MN/SJM C
Desigr�:Soit Bear�ng.Pressure:'.2,000 psf Q
_ _ __ .__ _ _ __
Soii. ` ' , ;: , ,_ �ideqiaa#�:
Test' Desc. : ; Di�l I�di��t�1"�i��cli►�g ��r 13estgh'
Test# Date Elevation ' Test Location ' Dept�i�FnChes . YfN
0 6' 12 16 �� 3� ' �6'
107 10/17/03 1016.5 Cascade Circle,32-Unit Loft Building, Northeast Corner A 1.85 2 2.15 Y
108 10/17/03 1017.0 Cascade Circle,32-Unit Loft Building, Southeast Corner A 2.03 2.2 2.25 Y
109 10/17/03 1016.5 Cascade Circle,32-Unit Loft Building, Center Building A 1.75 1.9 2.05 Y
110 10l17/03 1017.5 Cascade Circle,32-Unit Loft Building,Southwest Corner A 2.1 2.15 2.65 Y
111 10/27/03 914.9 30-Unit Loft Building, North End A 1.85 1.95 2.05 Y
112 10/27/03 915.0 30-Unit Loft Building, Center A 1.9 2.14 2.25 Y
113 10/27/03 916.0 30-Unit Loft Building,South End A 2.31 2.3 2.15 Y
The static cone penetrometer(SCP)is a cone type of penetrometer that is used as a rapid means of determining penetration resistance,which can be correlated to bearing capacity of the in-place soil.
The SCP consists of a T-handle,rod graduated every 6 inches,a proving ring of 250 Ib capacity,with dial indicator,and a cone point with a base area of 0.983 inches. The dial indicator reading
information presented within this report is correlated with a calibration chart for the proving ring to determine the ultimate bearing pressure of the soU. We incorporate a faetor of safety of at least 3 to
determine the allowable bearing pressure.
The adequacy of the soils for support of the bearing pressure will be dependent on the in-place properties during site construction. The information presented within this report reflects the conditions
encountered by STS on the indicated date. Changes within the in-place materials including but not limited to construction disturbance,moisture content and frost penetration may reduce the indicated
bearing capaciry. The SCP test results are valid at the location and elevation of the test only. No.representation is made as to the adequacy of the bearing soils at location and elevation other than
those tested.
F698999A-2 SCP.xis
MOISTURE-DENSITY RELATIONSHIP,ASTM D-698,STANDARD PROCTOR,METHOD A LEGEND �
115
0 P-13 - -♦ • � —�--
Zero Air Voids Line for
Specific Graviry= 2.68 - - — - -0- - —�-- -�-
--�.— �—_ 100%Sat
X WopVDmax
110
— PROCTOR SUMMARY
15.1/704.3 TEST SAMPLE USCS OPT w� MAX yd
105 NO. NO. SYMBOL wopr(%) Ydm��P�
1 P-13 CL 15.1 104.3
� -- -- - 2
a
e 3
�-
4
.y 100 � 5
e
°f 6
c
o �
8
95 TEST/ SOIL CLASSIFICATION/OESCRIPTION
SAMPLE
1/P-13 Brown silty clay,trace sand,trace gravel
2/
31
90 4/
5/
6!
7/
8/
85 •
5 10 15 20 25
Water Content, w�(%)
MOISTURE-DENSITY RELATIONSHIP,ASTM D-698,STANDARD PROCTOR,METHOD A
srs coNsu�rANrs,�r�. PROJECT: Stone Bay of Orono STS JOB NO.: 98999-A
10900-73rd AVE N,surrE tso LOCATION: Orono,MN REPORT DATE: 17-Oct-03
� � MAPLE GROVE,MN 55369-5547
� 763/315-6300 FAX763l31S4836 CLIENT: Dahlstrom Development,LLC TESTED BY: OE
ENGINEER: Landform,Inc. APPROVED: SJM
L898999A-13.�ds Curves 10f20/031:08 PM
STS Consultants,Ltd.
� � 10900-73rd Ave. N.,Suite 150
. � Maple Grove,MN 55369-5547
763/315-6300 Fax 763/315-1836
COMPACTION UMMARY
Project Name: St ne Ba
Location O ono, Minnesota
Project No.: 9 99-A
_ ;: ; -
C�: tlfi o k:�tS, ; ,.: , ; ' ' ' ' ' i:
_ . , !
_ ; , ; � ,
� ��11�tIQ'fl ���E ; :; ; :: ; 'I;
levation ����z�#�ion
�31nck Lc�t feet feet ; Ele�at�ah Qf � i�n'��� ��} ' �t�ar�.
� ) : �.::._.... . _ .S�?�'�I��, ,_. ,..
._ _.... .....� .':,
1 1 , 1017.5 1020.0 1018.0, (1020.0) Cascade Lane
1 2 1017.0 1020.0 (1018.0), 1020.0 Cascade Lane
1 3 1017.0 1020.0 (1018.0), (1020.0) Cascade Lane
2 4 1016.0 1020.0 1017.0, (1019.0), (1020.0) Cascade Lane
2 5 1015.5 1020.0 (1017.0), 1019.0, (1020.0) Cascade Lane
2 6 1015.0 1020.0 (1017.0), (1019.0), 1020.0 Cascade Lane
1014.0, (1015.0), (1016.0), 1017.0, (1018.0),
3 7 1014.0 1020.0 (1020.0) Cascade Lane
(1014.0), 1015.0, (1016.0), (1017.0), 1018.0,
3 8 1013.0 1020.0 (1020.0) Cascade Lane
(1014.0), (1015.0), 1016.0, (1017.0), (1018.0),
3 9 1012.0 1020.0 1020.0 Cascade Lane
1013.0, (1015.0), 1017.0, (1018.0), 1019.0,
4 10 1011.5 1020.0 (1020.0) Cascade Lane
(1013.0), 1015.0, (1017.0), 1018.0, (1019.0),
4 11 1011.0 1020.0 1020.0 Cascade Lane
1012.0, (1013.0), (1014.0), 1015.0, (1016.0),
5 12 1010.0 1020.0 (1017.0), 1018.0, (1019.0) Cascade Lane
(1012.0), 1013.0, (1014.0), (1015.0), 1016.0,
5 13 1010.0 1020.0 (1017.0), (1018.0), 1019.0 Cascade Lane
(1012.0), (1013.0), 1014.0, (1015.0), (10y6.0),
5 14 1010.0 1020.0 1017.0, (1018.0), (1019.0) Cascade Lane
6 15 1012.0 1020.0 1014.0, (1016.0), 1018.0, (1020.0) Cascade Lane
6 16 1012.5 '1020.0 (1014.0), 1016.0, (1018.0), 1020.0 Cascade Lane
7 17 1013.5 1020.0 1016.0, (1017.0), (1018.0), 1020.0 Cascade Lane
7 18 1014.0 1020.0 (1016.0), 1017.0, (1018.0), (1020.0) Cascade Lane
7 19 1014.5 1020.0 (1016.0), (1017.0), 1018.0, (1020.0) Cascade Lane
F698999A-3_C mp_Sum.xts
STS Cons Itants,Ltd.
, � ,� 10900-7 d Ave.N.,Suite 150
, �� Maple Gro e, MN 55369-5547
763/315-6 00 Fax 763/315-1836
COMPACTION SUMMARY
Project Name: Stone Bay
Location Orono, Minnesota
Project No.' 98999-A
�tt�
Exca�x�a�ar�.,: F�n��C�ar:ag� = ��
Eievatiar� ' �lev�ticin
f e �t�va�it�t��f t�m �� ��s��" ,��
�C�ek Lot (f��� ' ��,�� ..:. ____.... __. . . P. .r.�,.u..�_,�o- ��r�, ..�_.�,� 'w. . � ___ -
_. ..s..
;
_ _
32-Unit Loft Building, East
1 32-Unit Bidg 1016.5 1020.0 1017.0, 1018.0, 1019.0, 1020.0 End
32-Unit Loft Building,Wes
1 32-Unit Bldg 1017.5 1020.0 1018.0, 1019.0, 1020.0 End
30-Unit Loft Building,
2 30-Unit Bldg 914.5 1020.0 916.0, 918.0, 919.0 North nd
30-Unit Loft Building,
`2 30-Unit Bldg 916.0 1020.0 917.0, 919.0 South nd
F698999A-3�Comp_Sum.xls
E�E�VF�
MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY '� r 1 � ZO05
Division of Construction Codes and Licensing L.;;� y-,
REPORT ON PLANS �� -� '�' -
- ,i
Plans and specifications on plumbing: Stonebay, 2670 Kelly Parkway, Orono, Hennepin County, Minnesota,
Plan No. 061159
OWNERSHIP: ZB Construction, 10300 l Oth Avenue North, Plymouth, Minnesota 55441
SUBMITTER(S): Plumb Right, c/o Mr. Dale R. Carter, 1216 82nd Avenue North, Brooklyn Park,Minnesota
55444
Plans Dated: Site Utilities,May 16, 2005; and Interior Plumbing, September 16, 2005
Date Received: September 23, 2005
Date Reviewed:October 6,2005
SCOPE: This review is limited to the design of this particular project only insofar as the provisions of the
Minnesota Plumbing Code, as amended, apply, and does not cover the water supply or sewerage system to which
this plumbing system is connected. The review is based upon the supposition that the data on which the design is
based are correct, and that necessary legal authority has been obtained to construct the project. The
responsibility for the design of structural features and the efficiency of equipment must be taken by the project
designer. Approval is contingent upon satisfactory disposition of any requirements included in this report.
Special care should be taken to insure that the material and installation of the plumbing system are in accordance
with the provisions of the Minnesota Plumbing Code. A copy of the approved plans and specifications should
be retained at the project location for future reference.
A set of the identified plans and specifications is being returned to Plumb Right. I
INSPECTIONS: All plumbing installations must be tested and inspected in accordance with the requirements of
the Minnesota Plumbing Code. As specified in Minnesota Rules,part 4715.2830,no plumbing work may be
covered prior to completing the required tests and inspections. Provisions must be made far applying an air test
at the time of the roughing-in inspection as outlined in Minnesota Rules,part 4715.2820, subpart 2, of the code.
A manometer test, as specified in Minnesota Rules,part 4715.2820, subpart 3, is required at the time of the
finished plumbing inspection. It is the responsibility, of the contractar/installer to notify the Minnesota
Department of Labor and Industry when an installation for a state contract job, licensed facility, or project in an
area where there is no local administrative authority is ready for an inspection and test. To schedule inspections,
contact the state plumbing standards representative for your region, or call Jim Peterson at 651/284-5889.
REQUIREMENT(S):
1. The sanitary drainage system must be sized in accordance with Minnesota Rules,part 4715.2310, subpart 2.
The following comments pertain to the design of this drainage system:
a Once the 2-inch stack on the waste risers, PR-14 and PR-20, Sheet No. P7, connect to the horizontal
branch, the size must be increased to a minimum of 2%z-inch since a 2-inch horizontal drain can only
accommodate 6 fixture units at a slope of'/4-inch per foot(see Minnesota Rules,part 4�15.2310, subpart
2). The horizontal branch is not sized on the submitted riser diagram. '
b. At the point where the waste riser diagram serving fixtures (PR-6,PR-4, PR-13, PR-1, nd PR-10) from
Maplewood Rooms No. 106, 107, 223, and 224, connects to the main waste branch on heet No. P1, of
the submitted plans, there appears to be 645 drainage fixture units being served by a 6-�nch drainage
pipe. Since a 6-inch horizontal drain can only accommodate 620 fixture units at a slop�of'/s-inch per
foot (see Minnesota Rules,part 47122310, subpart 2), this section of pipe appears to be undersized.
J
Stonebay
Plumbing ,
Plan No. 061159
Page 2
October 6, 2005
2. The flammable waste trap shall be constructed in accordance with the Minnesota Plumbing Code,
Minnesota Rules,part 4715.1120. The interceptor shall include:
a. A minimum holding capacity of 35 cubic feet.
b. At least 3 feet of depth below the invert of the discharge pipe.
c. A water seal of not less than 3 inches on the inlet and not less than 18 inches on the outlet.
d. A minimum size 3-inch vent must extend separately through the roo£ The vent must rise vertically or
within 45 degrees of the vertical to a point at least 6 inches above the interceptor. The vent shall be
constructed of approved metallic pipe material.
e. Drains that discharge into the interceptor shall be designed to drain dry,and be at least 3 inches in size.
f. The interceptor shall be located so it is readily accessible for service and maintenance.
3. The outlet branch drain serving the flammable waste interceptor is more than 25 feet from a vented drain.
Therefore,the discharge line must be provided with a 2-inch vent pipe within 25 feet of the interceptor(see
Minnesota Rules,part 4715.1120).
4. Cleanouts shall be of the same nominal size as the pipes they serve up to 4 inches in size(see Minnesota
Rules,part 4715.1000). A cleanout must be installed where there is an increase in pipe size.
5. A backwater valve shall be installed on a waste branch serving fixtures that are located below the elevation
of the building sewer at the point where the sewer crosses under the curb or property line. This branch shall
receive waste from only the basement fixtures(see Minnesota Rules,part 4715.1160). The backwater valve
must have a provision for maintaining the check in an open position during normal,non-backflow
conditions.
6. The water supply line to the automatic clothes washer must be protected against backflow by the use of an
air break or approved vacuum breaker. The discharge must be through an air break(see Minnesota Rules,
part 4715.1230).
7. Elevator pit drains must discharge to the sanitary sewer through an indirect connection which precludes the
possibility of sewage backup into the pit. If a sump is used,a dry-pan drain must discharge to the sump; the
sump must be located outside the elevator pit; and a pump must be installed. The waste pipe from the sump
shall discharge indirectly to the sanitary waste system through a fixture that is trapped and vented(see
Minnesota Rules,part 4715.1305).
8. The domestic dishwasher is not shown connecting to the drainage piping. Verify it discharges into the
kitchen sink or into the inlet side of the kitchen sink P-trap(see Minnesota Rules,part 4715.1590, subpart
3). The dishwasher outlet must rise to a peak as high as possible beneath the counter before turning
downward and connecting to the kitchen sink.
9. Whirlpool bathtubs and their installation must comply with the following requirements:
a. Whirlpool bathtubs and their installation must comply with ANSI A112.19.7M and ANSI A112.19.8M.
b. The waste control device must be located at the tub outlet.
c. Panels must be provided to allow access to the pumping equipment.
d. If a shower spray is to be provided, it must be equipped with an approved backflow preventer and an
anti-scald control valve complying with ANSUASSE Standard 1016-90.
Stonebay
Plumbing
Plan No. 061159
Page 3
October 6,2005
10. If the bathtub(s)has/have concealed slip-joint fittings,then an access panel,utility space, o other
convenient access must be provided to make the slip joint connections accessible for inspe tion and repair
(see Minnesota Rules,part 4715.1220, subpart 2).
11. Water closets located in the public bathrooms must have elongated bowls with open-front s ats.
12. In each single-or multiple-unit dwelling,each family unit shall be controlled by an arrang ent of shutoff
valves which will permit each group of fixtures or the individual fixtures to be shut off wit out interference
with the water supply to any other family unit or portion of the building(see Minnesota R es,
part 4715.1800, subpart 5).
13. Potable water connections to boiler feed water systems,cooling systems,or other liquid sy tems in which
water conditioning chemicals may be introduced shall be made through an air gap or be pr vided with an
approved'backflow preventer located in the potable waterline before the point where such hemicals may be
introduced(see Minnesota Rules,part 4715.1940).
14. The combination fire protection/domestic water service shall comply with the backflow pr tection
requirements of AWWA-M14, Chapter 6(1990)with the exception that the following state ent is deleted
from section 6.3: "At any time where the fire sprinkler piping is not an acceptable potable ater system
material,there shall be a backflow-prevention assembly isolating the�re sprinkler system om the potable
water system.°
15. The direct connection between a potable water supply and the lawn irrigation system shall e provided with
an approved backflow preventer in accordance with Minnesota Rules,part 4715.2110,T,a d
part 4715.2100.
16. Double wyes may not be used for drainage fittings in the horizontal position(see Minneso a Rules,
part 4715.2420, subpart 3). Proper pipe slope cannot be maintained on both of the offset b anches.
17. The sump must be designed in accordance with Minnesota Rules,part 4715.2440. The fol owing items
must be included in the construction of the sump:
a. A gate valve and check valve must be provided on the sump pump discharge line,mus be accessible
and lpcated outside of the sump.
18. The floor drain to receive the water softener discharge must be individually vented in acco dance with
Minnesota Rules,part 4715.2620, subpart 4.
19. The roof drains must discharge to an approved place of disposal. In no case shall water fr m the roofs be
allowed tio flow upon the public sidewalk.
20. 6-inch AWWA C900 PVC pipe is shown for the water service on the site utility plan, Shee No. C4.1,of the
submitted plans,however,4-inch ductile iron pipe water service is shown on the floor pla s, Sheets No. P4
and P5. Please verify the size and material of the water service.
21. AWWA C900 PVC pipe may be used for the water service only if approved by administra ive authority(see
Minnesota Rules,part 4715.0510 and part 4715.0330).
Stonebay
Plumbing
Plan No. 061159
Page 4
October 6, 2005
22. The ductile iron pipe used for the water service piping shown on the submitted utility site plan shall comply
with ANSI Standard A21.15 or A21.51 or AWWA Standard C115 or C151 (see Minnesota Rules,part
4715.0510). The quality standard is not specified for this material on the submitted plans.
23. The option of a plastic material for the water distribution is shown on Sheet No.P 1. If a plastic material
will be used, then the materia(s)used for water distribution piping must cor►�ply with Minnesota Rules,part
4715.0520.
If the installation of a cross-link polyethylene(PEX)tubing system will be used for the water distribution
system,all of the following requirements must be met:
a. The system must comply with ASTM Standard F877 and F876.
b. The system must be installed by a plumber trained by the manufacturer of the particular PEX system to
be installed. Certain manufacturers require installation by licensed plumbers who have been trained to
install their material.
c. All persons installing PEX materials shall have a card on their possession documenting completion of
training by the manufacturer or his agent for the material to be installed.
d. The tubing and fittings must be marked as required by the applicable standard specification and with the
appropriate ASTM designations by the manufacturer.
e. The installation must be in accordance with the manufacturer's installation guidelines.
24. The PVC plastic pipe material.to be used for the building sewer must meet one of the following
ASTM Standards: D3034,F789,D2665, or F891. The installation must comply with ASTM
Standard D2321 (see Minnesota Rules,part 4715.0530).
25. The reinforced concrete pipe specified for the storm drainage material must meet one of the following
quality standards:ANSI C76,ASTM SS-P-375,or CSA-A257.2 (see Minnesota Rules,part 4715.0540).
26. All solder and flux used for the potable water distribution systems shall contain less than 0.2 percent lead.
Use of 50-50 solder or flux containing more than 0.2 percent lead is prohibited in potable water distribution
systems. Any solder other than 95-5 tin-antimony or 96-4 tin-silver must be specifically approved by the
administrative authority prior to use(see Minnesota Statutes, Section 326371). Joints to be soldered must
be properly fluxed with noncorrosive paste-type flux complying with ASTM Standard B813-00.
27. If plastic pipe is used for the drain, waste and vent system:
a. ABS plastic pipe shall comply with ASTM Standard D 2661 or F 628.
b. PVC plastic pipe shall comply with ASTM Standard D 2665,D 2949,F 891.
c. It must be installed in accordance with Minnesota Rules,part 4715.0580(F)and part 4715.0600.
Above-grade horizontal runs of plastic waste and vent pipe cannot exceed 35 feet in total length.
Above-grade vertical stacks constructed of plastic pipe may exceed 35 feet in total height only if an
approved expansion joint is used.
d. Solvent weld joints in PVC and CPVC pipe must include use of a primer which is of contrasting color to
the pipe and cement(see Minnesota Rules,part 4715.0810, subpart 2).
28. Cast iron is speci�ed on Sheet No.Pl of the submitted plans as an optional material for the drain, waste,
and vent. If this material will be used,then it must meet the quality standards specified in Minnesota Rules
part 4715.0570 through 4715.0600.
� ,*.
Stonebay
Plumbing
Plan No. 061159
Page 5
October 6,2005
29. The water piping system shall be disinfected in accordance with Minnesota Rules,part 4715 2250.
30. The plumbing system shall be tested in accordance with Minnesota Rules,part 4715.2820.
NOTE(S):
1. The scope of this project consists of the construction of a new building. The plumbing insta lation includes
domestic style kitchen sinks with dishwashers,washer boxes, laundry trays, lavatories,bath b/shower
units,water closets, floor drains, sillcocks, an elevator pit sump,water heaters,and a flamm le waste
interceptor.
2. This facility will be served by new municipal sewer and water service connections.
Authorization for construction in accordance with the approved plans may be withdrawn if cons ction is not
undertaken within a period of two years. The fact that the plans have been approved does not nec ssarily mean
that recommendations or requirements for change will not be made at some later time when chang d conditions,
additional information, or advanced lrnowledge make improvements necessary.
Approved:
�
������.�-�.�
Marise A.Widmer
Public Health Engineer
Plumbing and Engineering Unit
443 Lafayette Road North
St. Paul,Minnesota 55155-4343
651/284-5887
MAW:cac
Enclosure
cc: Plumb Right
ZB Construction
Mr. Lyle Orrian,Plumbing Inspector '�
File
�
. � .
FOR CITY USE ONLY
,��� City of Orono
P.O.Box 66 Date Received: Permit#
� A� � 2750 Kelley Parkway
��? => Crystal Bay,MN 55323 Approved By:(if Required):
�4�a� (952)249-4600
�A$ .
CITY OF ORONO—WATER METER FORM
� (*Note:Some permits may require approval by the Building Official and/or Public Works Department*)
GEIVERAL-INFORMATION ,
1. WATER METERS must be picked up and paid for at City Hall.
2. f ossible, fax in this application ahead of time;we will then call you and let you know w have
the water meter in stock. Fax Number: (952)249-4616. Also,you can call ahead of time o make
sure we received the fax,or to warn us that the fax is coming.
3. WATER METERS must be set and sealed by Orono Water Department (952) 2 9-4600,
upon completion of ineter installation.
TYPE OF:PERMIT
Check All That A 1
�Residential(May Require Approval) ❑Commercial(Approval Required)
❑ New Meter ❑Additional Meter—For: ❑Replacement ter
Job Site/Owner Information:
Site Add�ress: � � � -- 0��-�%�LtJ
Owner:�. (� L�� Mailing Address:
City: Zip:
Home Phone: Alternate Phone:
Contractor Information:
� , � a
Contractor: � Contact Person: '
Address: I�, �o�/�" g�, M-z/Q.�,��/V State License#: .3 ��` ! �1
City: Zip:�� Expiration Date:
Phone: I ��.� ����f�,3�� Alternate Phone: �76 �3� � D�l
. ,
� �
2007 -WATER METER PERMIT FEES
❑ 5/8"METER-$240.00 ❑ 3/4"METER-$291.00 ❑ 1"METER-$356.00
❑ 5/8"HORN -$ 44.62 ❑ 3/4"HORN - $ 49.03 ❑ 1"HORN -$ 73.12
� �i "WATER METER (THESE WILL HAVE TO I3E SPECIAL ORDERED&PRICES DETERD4I\ED)
1. METER FEE: $ , 3� '�
2. .��E i o,�. $ �'-1•9�
3. TOTAL PEI2I�IIT FEE (Add Lines 1-2 Above) $ � ��• +—�
CITY-USE ONLY
BRAND: � � P�
, ,rT
SIZE: ❑ 5/8" ❑ 3/4" ❑ 1" ❑ Other � "
SE�AL#: IIIIIIIIIII IIIIII II III I I IIIII
— 1820071233
ERT HIGH#: ��� �J��`� (if applicable)
ADDITIONAL 1NFORMATION—WATER METERS
The unciersigned'nereby applies to the City of Ororio for i�suance oi a wa�er meter permit, agrees
i0 uv aii 'vVOii:ii. S�iiCl uCCOruuriCe tiVlt�.��:P C.L�I::�T:CeS 4f t�:� �11y and the reaul_?tions of the State
of Minnesota, and certifies that all statements made on this application are, true and correct.
�j - Date: � � ~
Applicant: -��� � ��l��
Origiu�rl: 1-fltldress File
Nlrike Copies For: 1- Utility Billing Depart�7ae�zt 1- Casli Drativer
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Plumb Rite Plumbing Attn Da1e
(763) 'S61-3306
1-2"E�-Coder turbine meter with $730.00
1-2"Flange kit with hardware
Tax $47.45
Total $777.45
Thank You..
Scott Oberaigner Public Works Utility Supervisor
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Januaiy 17, 2007 S1'aUG1UHAl CUNSOLIING
AcLn; Tom "Lachman (ZB Companies)
From: Bemie Sl'roh, P.C,
RG� 5tone Bay o1'Urono-2 �-Ir. Rated Pipc;/Conduit Eilclosure
Memn: ln my professional opinio,,, a� �t,c strucCur�] �ngjneer of record for th�Stone Bay pf
Orono Condominiums; the attaehed detail fi•o�n the architect, Bruee Lehrc�r, that references the
ANSI/UL 263 assembly for 2 hnur rating will be struoturally n��;cptabl�for the pipes and
conduit fh�t extend thru the stair enclosure_
1'Ieasc forward this memo and the attachmenis to the Cicy of O�•ono Building lnspectians
Office.
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BXiJV.U301 - Fire Resistance Ratings - ANSI/UL 263 Page 1 of 4
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UL
4NLINE CERTIFICATIONS DIRECTORY
BXUV.U301
Fire Resistance Ratings - ANSI/UL 263
Paqe Bottom
Fire Resistance Ratings - ANSI/UL 263
See General Information for Fire Resistance Ratings -ANSI/UL 263
Design No. U301
October 09, 2006
Bearing Wall Rating — 2 HR.
Finish Rating — 66 Min. I
Load Restricted for Canadian Applications— See Guide BXUV7
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1. Nailheads — Exposed or covered with joint finisher.
2. ]oints — Exposed or covered with fiber tape and joint finisher. As an alternate, nominal 3/32 in. thick
gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints
reinforced.
3. Nails— 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam, 1/4 in. diam heads, and 8d
cement coated nails 2-3/8 in. long, 0.113 in. shank diam, 9/32 in. diam heads.
4. Gypsum Board — * — 5/8 in. thick, two layers applied either horizontally or vertically. Inner layer
attached to studs with the 1-7/8 in. nails spaced 6 in. OC. Outer layer attached to studs over inner layer
with the 2-3/8 in. long nails spaced 8 in. OC. Vertical joints located over studs. All joints in face layers
staggered with joints in base layers. Joints of each base layer offset with joints of base layer on opposite
side.
When used in widths other than 48 in., gypsum board to be installed horizontally.
When Steel Framing Members* (Item 6) are used, base layer attached to furring channels with 1 in. long
Type S bugle-head steel screws spaced max 24 in. OC; face layer attached with 1-5/8 in. long Type S bugle-
head steel screws spaced max 12 in. OC.
I
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BXUV.U301 - Fire Resistance Ratings -ANSI/UL 263 Page 2 of 4
, , , , �
AMERICAN GYPSUM CO—Types AGX-1, AG-C,AGX-11.
BEI7ING NEW BUILDING MATERIALS PUBLIC
lTD CO —Type DBX-1.
BPB AMERICA INC—Types 1, FRPC, EGRG, ProRoc Type C or ProRoc Type X.
BPB CANADA INC— ProRoc Type C, ProRoc Type X, ProRoc Type Abuse-Resistant.
CANADIAN GYPSUM COMPANY—Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC, RX .
G-P GYPSUM CORP,SUB OF
GEORGIA-PACIFIC CORP—Types 5, 9,C, DAP, DD, DA, DGG, DS, GPF56.
LAFARGE NORTH AMERICA INC—Types LGFC-C, LGFC2, LGFC2A, LGFC6, LGFC6A., LGFC-C/A
NATIONAL GYPSUM CO —Types FSK, FSK-C, FSK-G, FSW, FSW-3, FSW-5, FSW-C, FSW-G, FSM -C.
PABCO BUILDING PRODUCTS L L C, DBA
PABCO GYPSUM —Type C, PG-2, PG-3, PG-3W, PG-4, PG-5, PG-5W, PG-5W5, PG-9 or PG-C.
PANEL REY S A—Type PRX.
SIAM GYPSUM INDUSTRY(SARABURI) CO LTD —Type EX-1
TEMPLE-INLAND FOREST PRODUCTS CORP—Type TG-C,Type X,Veneer Plaster Base-Type X Water
Rated-Type X, Sheathing Type-X, Soffit-Type X.
UNITED STATES GYPSUM CO—Types AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX,SHX, W C, WRX.
USG MEXICO S A DE C V—Types AR,C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC, WRX.
4A. Gypsum Board* — (As an alternate to Item 4) — Nom 3/4 in. thick, installed as described in tem 4.
CANADIAN GYPSUM COMPANY—Types AR, IP-AR.
UNITED STATES GYPSUM CO —Types AR, IP-AR.
US(i MEXICO S A DE C V—Types AR, IP-AR.
46. Gypsum Board* — (As an alternate to Items 4 and 4A)-5/8 in. thick, 2 ft wide,tongue and roove
edge, applied horizontally as the outer layer to one side of the assembly. Secured as described in I em 4.
Joint covering (Item 2) not required.
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BXLJV.U301 - Fire Resistance Ratings -ANSI/UL 263 Page 3 of 4
. , , �
CANADIAN GYPSUM COMPANY—Type SHX
UNITED STATES GYPSUM CO —Type SHX
USG MEXICO S A DE C V —Type SHX
4C. Gypsum Board* — (As an alternate to Items 4,4A or 48-not shown) For Direct Application t Studs
Only- For use on one or both sides of the wall as the base layer or one or both sides of the wall as he face
layer. Nom 5/8 in.thick lead backed gypsum panels with beveled, square or tapered edges, applie
verticaily.Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of tuds.
Wallboard secured to studs with 1-5/8 in. long Type W coarse thread gypsum panel steel screws s aced 8 in.
OC at perimeter and in the field when applied as the base layer. When applied as the face layer sc ew length
to be increased to 2-1/2 in. Lead batten strips required behind vertical joints of lead backed gypsu
wallboard and optional at remaining stud locations. Lead batten strips, 2 in. wide, max 10 ft long ith a max
thickness of 0.125 in. placed on the face of studs and attached to the stud with two 1 in. long Typ S-12 pan
head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs or tabs may be
used in lieu of or in addition to the lead batten strips or optional at other locations. Max 3/4 in. dia by max
0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in.
by max 0.125 in. thick lead tabs placed on gypsum boards underneath screw locations prior to the
installation of the screws. Lead batten strips to have a purity of 99.9% meeting the Federal specifi ation QQ-
L-201f,Grede"C". Fasteners for face layer gypsum panels (Items 4,4A or 46) when instailed over lead
backed board to be min 2-1/2 in.Type 5-12 bugle head steel screws spaced as described in Item .
RAY-BAR ENGINEERING CORP —Type RB-LBG.
5. Molded Plastic* — Not shown,Optional — Solid vinyl siding mechanically secured over the out r layer to
framing members in accordance with manufacturer's recommended installation details.
ALSIDE,DIV OF ASSOCIATED MATERIALS
INC
GENTEK BUILDING PRODUCTS LTD
HEARTLAND BUILDING PRODUCTS INC
VYTEC CORP
NEBRASKA PLASTICSINC
6. Steel Framing Members— (Optional, Not Shown)* - Furring channels and resilient sound isol tion clip
as described below:
A. Furring Channels— Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 i .
deep, spaced 24 in. OC perpendicuiar to studs. Channels secured to studs as
described in Item b. Ends of adjoining channels are overlapped 6 in. and tied
together with double strand of No. 18 SWG galv steel wire near each end of overla .
As an alternate, ends of adjoining channels may be overlapped 6 in. and secured
together with two self-tapping #6 framing screws, min. 7/16 in. long at the midpoi t
of the overlap, with one screw on each flange of the channel. Wallboard attached t
furring channels as described in Item 4.
B. Steel Framing Members* — Resilient sound isolation clip used to attach furrin
channels (Item 6a)to studs. Clips spaced 48 in. OC., and secured to studs with No 8
x 2-1/2 in. coarse drywall screw through the center grommet. Furring channels ar
friction fitted into clips.
PAC INTERNATIONAL INC—Type RSIC-1.
*Bearing the UL Classification Mark
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BXUV.U301 - Fire Resistance Ratings - ANSI/UL 263 Page 4 of 4
Last Updated on 2006-10-09
Questions? Notice of Disclaimer Paae To�
Copyright O 2007 Underwriters Laboratories Inc.�
The appearance of a company's name or product in this database does not in itself assure that products so identified have been
manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered
under UL's Follow-Up Service. Always look for the Mark on the product.
UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1.The
Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non-misleading manner, without any
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copyright notice in the foltowing format: "Copyright O 2007 Underwriters Laboratories Inc.O"
An independent organization working for a s:tar world with integrity, precision and� knowledge
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