HomeMy WebLinkAboutMisc plans/calculations for house-old PID# l
!
�' l �4J�.:F '��,-..,�)}� ��- 1' - .. _.
1 \��\ ',
i 7�' -.� �� l p�rc-'=�"� �'
J ����� CONSTRUCT WALL THIS AREA �� ,I�t�
� � � \
' � ,, , .���,�� ,��,\ SUPPORTING 6'-0" UNBALANCED SOIL '�,
� �J i �, , FILL SIMILAR TO 1/S3
I i; ( �
�\ i -, � �� � � ,�' � �,y%"%� ��c��l U�.11,�� �u\ v��,�
l � a�i i �`, ,.
�+J� i° ��' f�� �;� ti\
� z ° � � � ,�,
:il �-- %` �`�� ' �� �~' �' ` �\
��i� - 'd'� .L��. , �-+ ��, <<
� ^
�;�.�'__ iri�- 1 \ •� �sP�.�' ,�1� l��/
`� �' ' �,.
� �� �l ,
i S
. \�..��� ,`r� 1 6�a,f� l': ���'�,\l.
h} �
� 1 .'��� ! �\` S �'' �{ \
' � Jy� � < �� r,1'�i\
i ��` � ' ; l' �
� - - - � - �� �/ �" G.t ".J ' �� tA� �s tr ,,
�� t J k
�•►r�� �f��yhi..� �' �.��,. �.���� �x :f
, , `, -e�v�.s i;���. � �� '.
� � ,�� % � ��`��� � �.�
;��a r�,
� ` ,�`` � h', . �.r;
������ � �``'�} � � ��`-� ��IG!-.[„ ��;_�,t�
nS -
Z j � � ��` � I�:�11,1 �
=--- '� �- ,
� �';� ,:/�� �'� `�
� � � � � ������� �f . � •
� � � ` '
4� � � ,� 1 > � � C
! � � � �5 ,�. ,- ,., ��, "� � ,,
r� . � i � '�- `•� �,.�.
� ��/! \
"
/ ,��. {i � -f. A�.
r�
;
f�it' J� �jj�{1/ ` � �'� � �_ �
\_-._ ." � .� r \ �,
` ., � � _ -. E�i.i�-ti►-t'i N(�. � '� } \, :
`-� �g � � � , � � �
_, ,` �\ `` / - ' Sa \ `i . '. !
`i � \ ` �� >�\�i (P f_�!!Lf'.. \ �q1 \<5� r:�,��1
.\t 't . +
� `1 \ _�. �\ �
� � ��\ � �� � � ,�.:,;.
� -.�- � \, � � � � � . ... ,
(Y1���
' � }1 \ �\ - ..'�'.�r�jrt;
�,� 1
•� ,��,
1 ,
� , � � � �
, PARTIAL PLAN
S2 FOR REFERENCE ONLY
Rev Date REFERENCE PLAN I heieby certify that this plan,specilication or report was prepared by
me or under my direct supervision end that I am a duly Licensed
PADDOCK RESIDENCE ProfessionalEnglneer underthel sotthestateatMi esota.
1500 BRACKETS POINT ROAD Dete: �icense m � 19
ORONO,MN !�
Signed:
BARKLEY LANDSCAPES Print Name: 5201 Eeat RNer Rd
s��re soa
10820 46th PLACE NORTH Project Number: 09.01014 Minrreepolis,MN 55421
Drawn By: PLYMOUTH,MN 55442 Ta1763-571-2500
D�awfng Date: 5-6-09 FNt 763-571-1188
MSW Sheet: 2 of 5 www.u�ts�p.com
cO COPYRIGHT ULTEIG ENGINEERS INC.2009
t
�^'_"�"�""'__�\
� �
' �
�`_' _ �
I
SEE 1/S1 FOR TOP OF
�� WALL DETAIL
i
;` ' 8"THICK CAST-IN-PLACE
j ` CONCRETE WALL
i
� G
; a . #5 VERTICAL BARS
� ' @ 48"O.C.
� '
� ' �'
v
' a
� a 2°
( a �. #5 x 7'-6" HOOK BARS
�a 24"O.C. 60"
6"BRICK/STONE i
LEDGE
�8„
° '� #4 HORIZONTAL BARS
— _: Cu�24"O.C.
--�j��I�� o��.
GRADE � q 14"THICK CAST-IN-PLACE
a a, CONCRETE WALL
0
O
M a :' � #5 BARS @ 24"O.C.
. 4
• o
a
. . a . (4)#4 HORIZONTAL BARS
e.
a
• ' ' ° a . . .
e :.a- �. . a : . . . 'o
v. d
O a 4 . . . a a d
a d
T .. � ' . Q . � ' .
' "d � • a d.. � � ' C7
1'-8" 1'-8"
� S ECTION '
S3 4'-6" UNBALANCED FILL '
Rev Date WALL SECTION I hereby certily ihat this plan,s��m�ah�,a�ePon Wag aa�ea a�
me or under my�recl aupenision end that I am a duy Licensed
PADDOCK RESIDENCE ProtessbnalErpineer undertAelevvsolUieStateofNknnesota.
1500 BRACKETS POINT ROAD oa�e: e N� 41
ORONO,MN �
Signed: _.�...— _
BARKLEY LANDSCAPES P��i r�„e: Jason S.Hanlon szo�e�+w�«ao
Suifa 308
10820 46th PLACE NORTH Project Number. 09.01014 M+�neeow�,M++ss+z�
Drawn By: PLYMOUTH,MN 55442 Drawing Date: 5-6-09 C� T��;ST�:z�� j
MSW She9t: 3 of 5 V www•onNacom
�O COPYRIGHT ULTEIG ENGINEERS INC.2009
---__ ----t-�T _ ---��
� SEE 1/S1 FOR TOP OF
� '; � WALL DETAIL
. .:
� .. ,
C ��°` �. �8"THICK CAST-IN-PLACE
CONCRETE WALL
i
� a� :
��
x I . #6 VERTICAL BARS
Q ` @ 18"O.C.
� �>
� I
cD i
ao I, � �.
� �• .
r2��
� #4 HORIZONTAL BARS
� @ 24"O.C.
;
LEDGE�STONE ` �x 7'-6" HOOK BARS
I,~- �a 18"O.C.
60"
-- �., •.: i g,�
14"THICK CAST-IN-PLACE
GRADE � CONCRETE WALL
. .
� �.
� (2)#4 HORIZONTAL #6 BARS�a 18"O.C.
BARS AS SHOWN
� � � : .
-� � #4 HORIZONTAL BARS
@ 24"O.C.
.,. ;. e . � .
� �
� '. � � • � � s. .
T , . !'_ .'O . ' ' �
M .. ,,` �.a
'. ..e
2'-0" 4'-4"
1 SECTION
S4 8'-6" UNBALANCED FILL
Rev Date WALL SECTION �nereey cen�ry ma�mis par,,specn�cauon w rePort was pepared ey
me or under my t6rect supervislon and�hat I am a duly Licensed
PADDOCK RESIDENCE ProlessionalEnginee� ��,aa��n��o�u,as�a�OorM�,�ae.
1500 BRACKETS POINT ROAD oa�e: - e Number: 41
ORONO,MN �
sipnetl:
BARKLEY LANDSCAPES P�+���++e:�lason S.Hanlon 5201 EastHiverRtl
s�,a 3oe
10820 46th PLACE NORTH Project Number. 09.01014 M�+��,�+�+
Orawn By: PLYMOUTH,MN 55442 Drawing Date: 5-6-09 �� re��ea-s»•2soa !
MSW F��u3�s»-„se
Sheet:_ 4 of 5 �.����c.� �
i
� COPYRIGHT ULTEIG ENGINEERS INC.2009 i
I
5'-6" t
---------—
r — -- ----��
� � SEE i/S1 FOR TOP OF
' `� WALL DETAIL
NOTES APPLY �
EQUA�LY TO ; �� ' 8"THICK CAST-IN-PLACE
BOTH WALLS � CONCRETE WALL
�
� � #5 VERTICAL BARS
'`t 6"BRICK/STONE ' @ 48"O.C.
�EDGE �
�
� .
� #4 HORIZONTAL BARS
GRADE ! @ 24"O.C.
� � ' 14"THICK CAST-IN-PLACE
� _— —_ _�_ : � s:: CONCRETE WALL
( .' . - - I -lr '
I = — �� : ,� ;, #5 x 7'-6"HOOK 60"
� . ° — — — ������ BARS @ 24"O.C. 18
_ �
e
p f ��— _ TT�s _ _ — v. e .
, o rr� #5 BARS Ca�24"O.C.
� fi- M -
�: � � (4)#4 HORIZONTAL
� ." � BARS
( ' � �. ..
o ' ° �
� - � ��° � • ��.
T � a
•• •. l! .
g
:
� . 1'-8" 1'-8"
�
0 .�
ih '' a.
.e
....
o �: � a '' � ; , . .
� � . ..d d ', • y^�=�
� � b .
1'-8" 1'-8" 1'_2„
� SECTION
S5 DOUBLE RETAINING WALI
Rev Date WALL SECTION i narety�amy met cn�s W�,S�i�aao�a��ort Was aepararea ny
me or under my direel supenision end that I am a duy Lfcensed
PADDOCK RESIDENCE ProfessionalEnpinee�under�he�awsoltheStatedMlnnesMa.
1500 BRACKETS PQINT ROAD ��e� - e Numoer: t 41
ORONO,MN .,�
slpned:
BARKLEY LANDSCAPES Pr+��N ._Jason S.Hanlon sxo,e..�w�,�Ra '
sula 308
10820 46th PLACE NORTH Project Number: 09.01014 M�eavo��,uN ssdz+ '
Drawn By: PLYMOUTH,MN 55442 Drawing Date: 5-6-09 rN�s��s»•zsoo
M$w Fu783-571�1i88 �
Sheet:_ 5 of 5 �+•��+•�o�
Q COPYRIGHT ULTEIG ENGINEERS INC.2009
• ��� � ���:
SCO�'E
DESIGN AND DETAILING OF CAST-IN-PLACE CONCRETE RETAINING WALLS. CONSTRUCTION IS TO BE DONE IN
ACCORDANCE WITH THESE DRAWINGS AND STANDARD INDUSTRY PRACTICE.
NOTES
1. THESE DOCUMENTS APPLY TO STRUCTURAL ONIY.REFER TO DRAWINGS PREPARED BY BARKLEY
LANDSCAPES FOR MORE INFORMATION.
2. DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING,& INSULATION, AS WELL AS THEIR INSTALI.ATIQN,
ARE TO BE IN ACCORDANCE WITH THE CODE.
3. BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS.
4. CONTRACTOR & BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO WORK. CONTACT
ENGINEER IF ANY DISCREPANCIES ARISE.
5. ADEQUATE SHORING IS THE RESPONSIBILITY OF THE CONTRACTOR.
6. PROVIDE MATCHiNG HOOK BARS AT WALL AND FOOTING CORNERS AND INTERSECTIONS.
7 1�/S3 WI H#4 BA S SN PLACE IOF THE#5 BA S SHOWN.ALANCED FILL ARE TO BF��l�FORC�(�,.SIMIL��TQ ;�e
L) i'�..a_� 1�`'.i '_ _ 1 i�LP'�.�V � i.:�i�G`I
MATERIALS �N��"� �>=: ' �----
.— __ .
CONCRETE: F'c=3000 PSI @ 28 DAYS �'A�=�'2�•�9 n-'.;i,:;� ;�,�_ _
REINFORCING STEEL: #4-BARS-ASTM A615 GRADE 40 ���'�=;':..�;.�'?;;;; ;,�,;,-�;, ;i;�;; —
#5+ BARS -ASTM A615 GRADE 60 C !;, -: � ; �-�f{r� ,-,, � ,,;.,„ n_, . -.. �
AGGREGATE: FOOTINGS- 1Y2' MAX. C; •�, ;...„ , , �,-, _' ' ''
WALLS/SLABS-%a"MAX. Tn�;,. ��. �, '' � `� �< ' . .
BACKFILL: CLAY(GROUP IU} :Y�c-60 PCF/FT(AGTI�'E)- •; E� , ,: ; �w ' �'
e.
ALLOWABLE SOII PRESSURE: 2000 PSF(ASSUMED) R�'� '` `�''' " "• �•�_�� ^ , ;;, , ,, ;,_,,
►����rf��s f��,r�i 5�i...�� vrt� ar ti�� ri,; s
EXTEND TURF TO EDGE AS
�!�— SHOWN
� �� � : : � � , ,
� �
i
; ��
I J �. � I:� � i
`. ALUMINUM EDGING
,—: 4 I i
ANGLE BY CONTRACTOR.
� USE CONCRETE NAILS TO
� , � ,5� ATTACH TO TOP OF WALL
AS NEEDED
, DETAIL
S1 TOP OF WALL PLATE
Rev Date G ENERAL NOTES AND DETAIL I hereby cerUfy t�at Ihis plan,speciticeGon a�opoh wes prepared by
me or under my di�ect supervfslon and lhat I am a duy Licensed
PADDOCK RESIDENCE ProfessionalEnpineer undertne�mvsdtl�estaiewn�vnneswa.
1500 BRACKETS POINT ROAD Date: se Nun�er: 1941
ORONO,MN . �
s�ed: - —
BARKLEY LANDSCAPES P���N+,�e: Jason S.Hanlon szo,Eaa,w,�,Ra
���� s�m 3oe
10820 46th PLACE NORTH Project Number: 09.01014 M�eeca�s.reross�si
Drawn By: PLYMOUTH,MN 55442 Drawing�ate: 5-6-09 T�1 769-571•2500
MS•W Fa7t 769-571�1168
$h9Bt: 1 O�5 www.ultNp.com
� COPYRIGHT ULTEIG ENGINEERS INC.2009
11/07/2007 16:5� FA% 952 47� 4435 GRONBERG & ASSOCIATES l�002
� �� " �^ �'�����'� �jRl�Gl_ �i���UGIG 7/�.o��� CSR�4�G►�E'f�'S '�'J�N?
� ..� : ��= . 7i 9 I�v7 r�N
�;i� � � .p 4 �,�. ,t, d//-6-G7 Na C�/t�✓6F G� �D�l'T�I��'1/
. �r `
HARDCOV�R CALCULATION WORf�SNEET �oT 2� G�oat j
SEfBACK ZONE; (CIRCLE ONE) -75' 75-�50' 250•500' ' 500-1000'
EXISTING MARDCOVER IN ZON� .
F3t11l,AP AJ6�r
A. House X widcn - �1 g S.F. -I►� Si�Oi�
I�ength
X = S.F.
X � = S.F.
B. Garage x �, S.F.
C. Driveway x = S.F.
X - S,F.
D. Sidewalk x = S.F.
X - S.F.
E. Patio/Deck x = �51 S,�-F�a��R AAT�O
x - ^ I 61 S _ S.F.-GDa/G. A�iTPc7
F. Landscape x - S,F.
Underlafn x = S.F.
By Plastic x = S.F.
G. Retaining x = S.F.
W alls �^'G-
Z� -SA�i-wg�/ X ��'Sl�� Z�- OoU 02 - �7 S.F.-ST.��S �
H. Other ��Hc,
TOTAL HARDCOVER IN ZONE - IDZS S.F. A
TOTAL PROPERTY AREA IN ZON� - g� ��a S•�• s
q + B 67,�iO -_ x10o = 1.5Z %
PROPOSED HA DCOVER IN ZONE .
A. House x = S.F.
Length Width �
X = S.F.
X = S,F.
B. Garage x - S.F.
C. Qriveway x = S.F.
X = S.F. ,
D. Sidewalk. x -- S.F,
x - S.F.
�. Patio/Deck x = S.F,
X - S.F.
F. Landscape x = S.F.
Underlain X' ^ S.F.
By plastic x = S,F.
G. Fietaining x = S.F,
� Walls
H. Other x = S.(',
TOTAL HARQCOVER IN zONE ' - � � S,�, A
TOTAL PROPERTY AREA IN ZONE - S.F. B
11/07/2007 16:53 FAX 952 47� 44�5 GRONBERG & ASSOCIATES C�003
�A�1D O�G K �U � LSRA�a�E�'S rv�a r
, ' �- �,K a:z.•k: �2�GE .�.�.�—�'T' 2�
� � �� �. . �ou�T�a�v
� . ,.,��'
HARDCOVER CALC TION WORKSHEET,,_ �_o� � Z ��aU� 1
S�BACK ZON�: (CIRCLE ON�) 0-75' 75-250` 250-500' ' 500-1000' �
EXISTING HARnCOVER IN ZON�
A, Mause x � S.F.
Length w�d�
X = S.F.
x � S.F.
B. Garage x =, S.F.
C. Driveway x - S.F.
X = S.F.
D. Sidewalk x - S,F,
x = S.F.
E. Patio/Deck X = S,F.
X _ S.F_
F. Landscape x = S.F.
Underlain x = . S.F.
By Plastic _ X = S.F.
G. Retaining x = S.�.
Walls
H. Other x = S:F,
TOTAL HARDCOVER IN Z�NE - S.F, A
TOTAL PROPERTY AREA IN ZONE - S.F. B
a ^ + g x 100 = o/a
PROPOSED HARDCOVER IN ZONE
PROPOSEO
x = @oa7 �•�•` NouSE
A. House w�dtn '
Length
X = 2 S.F.�pOR�EhF.N
2Q�-_��on�T _ x z�� s�o� - 2B� s.F.-STao�PS
B. Ga�age
X - I�S S.F,-�k�Tia��
C, Driveway K = �8/L S.F. -�o�Ri�Jf�+"gY
x _ S.F. .
D. Sidewalk. x - ll 1 S,�, � u.►AU�
X _ S.F.
E. Patio/Deck l� =N'�Y Q�� x ZI -N E'4Y R�T�� � _ 264 S.F-N��Y f�J7lQ'f
bl =4��'�Y �PH�D x - '�.Y P�Tio - � Io5 S-F�`S'c.'l PATr0�5
F. Landscape x � S.F.
Underiain x = S.F,
By Plastic x - S.F�.
G. Retaining
x = 10.�3 s.F, - w��LS
Walls
H. Other � X = S,�.
TOTAL HARDCOV�R IN ZONE � - � - I'F CJSZ S.F, A
�rnToi pRnpK�Tv aRFA IN ZONE , 5 ZI � J,F. B