HomeMy WebLinkAboutMisc plans-1991 . . ��o� . _
oc� �
• NORTH • • SCALE •
MV1�7 is lowted 225 feet north of sidewaik Shops and Susinesses (minimail) 2 0
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. • EXPLANATION •
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`y��� i� J���� �,:: .
P-���,�.-� ���. ��-,a Test Boring
Shoreline Drive � � ` �
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o�a-��Mw-� Monitoringweii
- - � - Underground Gas Main
Recovery Well
LandscaRe Site improvements
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__ _.__..... __ .... _. _ . .......sd.w.n�. ......... ...... ...:..:...: ___..... ......_... ...._. ... __........ ;;;:. . ..;_.=: . ..:.>s+a.,�k :,<; . . caping might
.,:;; :... . This lands incfude but are not lim'
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i �,,,,�,$ 0 to this selection and are subject to property
0 � � �
�t6 �15 0�.,o p owner's approval:
�„' � �0 � � - Arborvitae, Juniper, Techny planted on a base
� 0 i � of landscaping bark.
� : � - A geo-textile material will underlie the base
i � material. The textile material will retard weed
� Bih�minous Parking Lot Recovery Well Piping i 1a.,, 0 � growth and will alow water to penitrate.
. I - The landscaping bed will extend five feet
� O ��►�►-� i� Property � beyond the building's walls on three sides.
. ; �ne � - The landscaped area will be boardered by a
Gravel Parking Lat � � cement curb and gutter.
t ia,x 0 � G
. �
Reco�,i�ry Building i �
r�„k Ta-z�`�5,000 gallon) y� � � I aaso rNc�enemy Road
,r,+� , Tank#1 � x,� � � I
�� 0 Saint Paul,MN 55127
Keaveny Drug Store : Q i ,C� Te��n«,e�s�2�asa-Z9os
TaNc TB.7
Tank#2 � —''�
�-� (5,000 gallon) : �c I �
0� i � Bituminous Paricing Lot
- � �-13 0 i DAHL & ASSOClATES, INC.
oroo« reec M
� � � O Tsa�Mw-2 : � Environmental Operations
i � Consuttartts,Contraciors&Englnears.
0� : �
' � Ground-Water Recovery
� ; � 0 Layout Map
Badc Parfcing Lot � � �T � � � �� � K e a v e n D r u S t o r e ,
Bi�minous : 9WiL 1NG PERMII" PL.AN �Vl�'W Y 9
0��0 , ���p�� o� 3425 Shoreline Drive
� �»��o oArr� �- -� �'��^^17 a� .._.�-��arre, Minnesota 55392
T8�8�MW�3 ' I
R(�VE AS Sl.1BMITTED Dahl Standar0 NumDar:
o� Ad'oini Pro � AP F�OV£ WIl'W CORRECTIO�tS AS , �oi2oi90 Drawn D. Trumm
� � Pe� ( APP Bv�
� N 1` APP C�V�t� W CORREC7 & RE er
� MN 930 p Flquro
1`h se eo iment� t�fdt y0u� it�fOtm�tiOn. A11 w0 � Drawln Numo�r
�` 1� � �d �„ NumGar
QLItN<R'1t71t5 �P1GItlt�lfib' �tlM� 11�t fX1 /1
K£f.� THtS P►.*N SET. 4N Si1E At At,ti TiMES
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SEE B[1ND BEAM IlETA1L (
t 7 ow ;._ to �=��
DEF 7ED STEEL o ��� G p cD cv �
16� 16• ��_�� 16� REINFORCMENi q: q: y� b o C C�o �
m._ ox
��:e.A. ..� vV�a4 W Q
PDURED CWCRETE ROff ' :D � POURED CDt�RETE RDOF �
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BOND BEAM � " C°
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I I � I ! I I DETAIL e �
I � `� I I I I i � � I
� fIP.E PFSLSTANT ` ` I I I—� N OT E : � v m
Z � I
( V7fH YEATIER STRI�G � � � � � Construct�on in a[[ordance wtth o J
all local, county, and stote =
�4•` 7� � � � � ( b�td�ng codes ond ord�rwnces w � Q
I I `� � I I Q � o
I • I � a' I ALL ELECTRICAL & HEATING c� b o
' � I I SYSTEMS WITHIN BUILDING N E Z
I I - I ARE LISTED EXPLOSION �' � �
PRDOF � � a
III I i I II I � I I I �
I I I I I I i I i
CR��TE FL�R � ���f�o� C�NTkACT�R SHELL PR�VIDE
2'-8' 4'-0' 3'-4' , ' 24'-0' LEGIBLE C�PY �F MIX TICKET � �
�_ � T� ENGINEER
]0'-0' � � I�
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� F��l�TT ELE� L]E ]�'I' ELEV r ' °' ~ J
e • B U I LD I BUiI.D G EXfERI�I O R�PIAWTED TD M41[H EIQSTING � � O a �
, r STRUCTURES U!SITE � � �
�
CONSTRUCTION NOTE : � �. � y o
-FIRS7 CDJi�E ff BUILD[NG P.OD�ED EVFRY OTFEP. VOID • UZ
�(6� � ��-4� 16' x 16'ROU(?I fFEtdNG ,1(�� � �'-�� -FIRST CDJRSE ff BUILDING CONCRETE FILLED �n � �(1 Q z
(TIPICAL 4 PLACES) -SEAL[NT TO BE PAINTED ON ALL CWTANIENT AREAS �1 �-:�V
-ALL LAP.APliS 19N[►UM 12"LQ16 ''�' y Z
-STAGQR ALL LAP JOIHTS � � � m
POIRED LU1�7tETE ROff � �` ` � P�URED CD�RETE RAOF ' "� �F�/LDE kE 1ll.R-�-VALL IN E�ERY TF�.D CDUfSE �S...i a �
-t---�---t---r --�— —}---1--;-: - • 1�---t---�--- ---r-- — —�--�--- • PRWmECFIMSHE➢w�u�ra�`c�����ev,voi�s, � W Q °�,' _ i
I I I I I I ► I I I I I I � �Y C014sM6 SLR�ACE PITS OR OTFER DEFECTS o 0
� � -ALL!WS[Ni?T UJITT Sti4LL HAVE A 2 f�UR FIRE RAT]N6
I I I I I I I I I I I I I I I I I -+� vA�S �nT BEI�u�D AS c�r�AIN►�NT 8 THAT � �v� � o
I I I I I I I � : I f I I I I I I I I I ` NQf���A�L�),��A�D VITH VE(d9CU.IiE � r bt � � ¢ w
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-ALL C(NCRETE SIi4Ll BE 3000 psi CQiPRESS STf�ENGTH �, , �
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M]X. W C�j 6 z
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I I I I I i I � � i I I I I i I I i I I I � < �
i i i � i i � � °� � i i i i � � i i i i C #7'Y O � t7ROINC�
i i i i i i i i i i i i i i i i i � a.�
I I I I I I f I i I I I I I I i I I gU��Di�� P i��-L AN RF W � � �
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� � � � � � � � � � ( ( � � � � � � � ttVSpEG�'70R
I I I I I � I I I I i I I I I I I I I I i I ' I I I I I I i i I I I i �AT� -�- s - qt PERMl7 NO. � �
cacr�r� r�oe � � cnrx;�� �o� �A P P R O V E D A S S U B M I T T E D � o
x
E� APPROVED W1TH CORRECTIONS AS NOT o a
�, 10'-0' �, , 24`-0' �f�] NOT APPROVED — CORRECT & RESUBMi � o
�� �
� �t�ese vommertts a�e tor arou���rto�mation. A U wo r k s h�1� wN �� 6 �91
in full co�npFlance wtth aN apWicn�M buNdl� �sot�ini
quKements inc;u0ing tl�rt4c not �1l1CNb ntfled tn tl�ls
K��p THlS PtAN S�T �N S1T£ AT �.� � APPROVED �U �a�/
,� �E�� EL�V . �I �N[T �LIEV � SCALE: „ �UMBIEF �- �� -�
0 1
� NUM�BER VEMNO9�O
. � < 4' FIGURE
NUAAEER