0
<br /><
<br />a
<br />C
<br />�
<br />�
<br />�
<br />i�
<br />�
<br />�
<br />�INA� ��O�ION �C ��DIM�N� CON��O� ���N ,_,�r �
<br />1—i—i_i_� i i
<br />_ _ _i—i—i—i—i—�—�—�—�— >�—> >�—>r—
<br />—,—�—�—�—� >�---»-->�—>'—> SCALE: 1" = 20� �
<br />� —� �— >�—>�—>�—>�—»—> >
<br />� , >�—> -
<br />��-»-->�»----»----'�—'�--' - -
<br />_ _ � - - � - - - - - - - - - - _ _ - , 0' _-�Or 4 60'
<br />- � ESC5B ESCSC �%/ �_
<br />I ^ I _ Escz ,,, ,� CLEVELAND A VEIVZIE �, ,� � ,� � ,� � � r f --
<br />,�—�—,�
<br />INV.
<br />�
<br />-------- ---�
<br />r-�
<br />�Il ' .-�i
<br />I .
<br />IN
<br />- --__ __ -----' --
<br />,_
<br />__ >7-
<br />--------- 910�--
<br />p �R�P
<br />��r �2 q
<br />2 � �y0 �'� o
<br />� - ' �� ,
<br />-- -�
<br />/
<br />�^♦ � /i
<br />/ /� � �� /
<br />�� /
<br />� � I � C �
<br />I I �° i I �—
<br />I I °' m r � /
<br />l l � I /
<br />\ � g l -1—
<br />�\� � � j
<br />` � I1�0
<br />�\ / �
<br />O
<br />� �
<br />r �
<br />�
<br />O ` �
<br />� �
<br />i �
<br />/` � 1� �s. �
<br />� ���, g � �� ��
<br />,� �
<br />� �� � � ���� ` ��
<br />� � �°� ss �
<br />� \ � ` \ r��'.a \�
<br />� �\ � � �
<br />�\ �� � � � � /
<br />� ��' i � i
<br />r� �
<br />a \ �
<br />C �
<br />''\•�\ �� f ��
<br />\� � \ r
<br />'''d \` .
<br />�� 9�0
<br />\� \ �.\ \ `� 9
<br />� \ \ \
<br />�
<br />�J �
<br />` ` \ �
<br />�. `
<br />� � `,_,
<br />� _�\ �
<br />� � �
<br />� � 90
<br />� \\ -� \\ \ 9\
<br />�
<br />� \' � \ �� �
<br />� � .
<br />\\ � � T
<br />� �
<br />RE=Q6�-8- 908.03
<br />INV.SE =96486
<br />INV.NE =9BA:66 904.98
<br />l
<br />ESC4
<br />FE:911.15
<br />NV.=902.6 902.57
<br />I
<br />_ �— -
<br />15'-8" PVC
<br />o to.o�
<br />ROOF DRAIN
<br />INV.-908.00�
<br />� �
<br />i
<br />i i
<br />� � � ,
<br />�- . / � /
<br />I.i
<br />�
<br />i
<br />� � i�, �,
<br />� �
<br />/ / L'
<br />�� / �� /
<br />1- �,- ,G '' Lj
<br />%
<br />L �
<br />// 1�� �/ � �i / JQ\�Q-
<br />� /
<br />i�
<br />i�
<br />i
<br />�
<br />i
<br />�'
<br />�� S�Z
<br />.���i`i4: •� �'. i .
<br />•���.....�c,.�
<br />"Di�iO'd �i e. �
<br />sc��..�.. ��.
<br />o�•c�;,cf��
<br />��JN �♦
<br />�J���1� ��:�.,♦
<br />♦r c
<br />o'�� ��♦
<br />•� �����i
<br />� ���i`i
<br />��
<br />, .
<br />c`�
<br />i�
<br />i
<br />i�i�////
<br />i
<br />� � ,
<br />i
<br />i
<br />\\Py�V- L� /�
<br />i
<br />i
<br />i
<br />�� i
<br />�L /
<br />i �
<br />i
<br />i
<br />i
<br />i�
<br />/"? �/ � �
<br />i � i
<br />�A /
<br />Vr�� � /
<br />i
<br />i
<br />i
<br />1! `� /C
<br />/
<br />/
<br />/
<br />/ /
<br />�
<br />r--
<br />' "-__� ' /
<br />\'-- __ i
<br />-i' - - ----
<br />' -_ _ _ ' "_____ �
<br />/// / ` ''�-_ _ _
<br />: /� _
<br />i �
<br />77i .c
<br />;,-���� � ,,
<br />. �� i
<br />r �;:oi+es�%a:%;��.,'�,<•, \�
<br />♦ �.
<br />f t � ♦� iiJ'
<br />♦f�III�/
<br />�i4�1�1"C�I�I���i���� �� ���H.
<br />���� ♦�,.e���,.
<br />i�!!q�:%��o�o�O��s.,�i /
<br />� s o��j
<br />�� �� •� � i�i�i�' r
<br />♦ > .• s �
<br />� � �4,fQ �� � �
<br />►.•�L:• �:?
<br />��-� 1� ��.'.
<br />ii A�`
<br />�w:�� �
<br />��w,l�
<br />�: i i
<br />: ,�
<br />�
<br />/
<br />ESC3
<br />j i i i
<br />i
<br />i
<br />i
<br />/
<br />i
<br />/
<br />/
<br />�
<br />ESC1 NOT FO�Z
<br />CONSTRUCTION
<br />PROVIDE STREET SWEEPING
<br />AS NEEDED DURING DURATION
<br />OF CONSTRUCTION
<br />/�
<br />i
<br />i� LEGEND
<br />/
<br />� EXISTING SPOT
<br />=i CPESC
<br />�q ��, �erek Lash
<br />- �i°�'n.`._ No.4574
<br />ING CONT ----gOg----
<br />PROPOSED SPOT ELEVATION �FL:909.90
<br />SILT FENCE ......................................................
<br />EROSION CONTROL BLANKET
<br />NEfPAVE ENERGY DISSIPATION DEVICE
<br />SEDIMENT LOG (ON NETPAVE) J
<br />PROPOSED CATCH BASIN �
<br />PROPOSED POND OUTLET STRUCTURE PS
<br />PROPOSED STORM SEWER >> >�—>�-»
<br />PERME48LE INTERLOCKING PAVERS
<br />NOTES
<br />ESC1: PROVIDE INLEf PROTECTION AS NECESSARY
<br />SEE DETAIL � (TYP.)
<br />ESC2: MONOFILAMENT SILT FENCE TO BE ORANGE
<br />SEE DETAIL � (TYP.)
<br />ESC3: PROVIDE ROCK CONSTRUCTION ENTRANCE
<br />SEE DETAIL �� (TYP.)
<br />ESC4: PROVIDE 6725Y CATEGORY 3(DOUBLE NEf)
<br />EROSION CONTROL BLANKEf
<br />SEE DEfAIL �� (TYP.)
<br />ESC5: PROVIDE NEfPAVE 50 ENERGY DISSIPATION DEVICE
<br />SEE DETAIL �� (TYP.)
<br />ESCSA: PROVIDE 5X3 (15) NETPAVE UNITS
<br />ESC5B: PROVIDE 8X5 (40) NETPAVE UNITS
<br />IESC5C: PROVIDE 8X5 (40) NETPAVE UNITS
<br />�
<br />REVISIONS BY
<br />CWD SBMit 01.06.08 ORL
<br />CN'D SBMiL 01.09.09 ORL
<br />CYA 59M1L 07.75.09 DRL
<br />TY SBMTL 01.29.09 DRL
<br />N SBM7L 03.04.09 DRL
<br />i Hw�sr c�nrr n{�T n+is
<br />auw oR sa�aFlCanari wAs
<br />PREPMED BY ME OF2 UNOEFi
<br />MY DIRECT SUPERNSION AND
<br />THAT I AA1 A DULY RECiSIEFtm
<br />PROFESSIONAL ENpNEER
<br />UNOER THE LAWS OF TFiE
<br />SfATE OF MINNESOTA
<br />�.�,.� f'�
<br />DERIX R. LASH
<br />AIE:��.� �C. N0.'�+`�
<br />��
<br />� v °o
<br />� N �
<br />� ��o
<br />'� � `° c
<br />p - ^ o
<br />E�
<br />a� X i
<br />� fa3
<br />' m 3
<br />w
<br />- Z LL O
<br />� N
<br />� � W
<br />Noa
<br />� a r� �
<br />z � 3
<br />.. �
<br />� � ..
<br />m a
<br />�
<br />=z
<br />� ° ir�
<br />O �— W
<br />� � �
<br />O � a ~
<br />� Q U o
<br />Z L.� � Z
<br />� z N �
<br />� � �
<br />C� � Q L,.i
<br />J
<br />�i�(nj
<br />Z � �/ W
<br />o W O
<br />C!) C�) J �
<br />� � _
<br />� � W
<br />Z �
<br />1__�__ A " �
<br />NOTE: \ /
<br />EXISTING UTILITIES SHOWN IN AN APPROXIMATE WAY ONLY.
<br />THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION DRAWN
<br />OF ANY AND ALL UTILITIES, BEFORE COMMECNING WORK. DRL
<br />CHECKED
<br />HE OR SHE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND DRL
<br />ALL DAMAGE ARISING OUT OF HIS OR HER FAILURE TO EXACTLY °A�
<br />NARCH 4, 2009
<br />LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. veRnca� scn� HORIZ.
<br />N.A. N.A.
<br />JOB N0.
<br />CONTRACTOR TO CONTACT GOPHER STATE ONE FOR UTILITY �8�� a
<br />LOCATIONS PRIOR TO ANY WORK:
<br />SHEET
<br />TWIN CITY AREA (65i) 454-0002 C2.20
<br />MN TOLL FREE (800) 252-1166
<br />�
<br />
|