My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
4.4 PCSR 11-28-2017
ElkRiver
>
City Government
>
Boards and Commissions
>
Planning Commission
>
Planning Packets
>
2011-2020
>
2017
>
11-28-2017
>
4.4 PCSR 11-28-2017
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/22/2017 10:43:46 AM
Creation date
11/22/2017 10:41:21 AM
Metadata
Fields
Template:
City Government
type
PCSR
date
11/28/2017
case
CU 17-36; P 17-23
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
20
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
i <br />/ \ 905.6 <br />BITUMINOUSX99 \ <br />� <br />/ / s\ x 1 <br />oEX. BLDG. gp$? 9p'I / p66 \\ 6 \ <br />rn 7.8 ...... G.�....... 9 9p l <br />X 905.2 I I Q ----g <br />1 eFTMIl LiriTK FENCE o <br />_-----_��/jEL PE Cr <br />/o/ PP TEL PEI CB O3 <br />X 905.1 i 1 _ 905,qX g / 05.0 FL 904. I <br />X 905.7 - 5� IE 900.7 <br />X 905.1 i / \ <br />X 905.0 <br />905.3 <br />6 <br />I <br />06� \\ GRAVEL 1 I I <br />I 1 <br />cb <br />I PROPOSED PONDING SITE - - - - - -goe -' - - _ 05.0 I I 905.2 <br />\ ___ _-------- �' �/ TO BE COMPLETED BY CITY <br />906.4 X \ I <br />\ p ---- \ X 906.0 X 90 1.4 <br />O S.MI. H.\9ps 905.5 X X 906.2 I <br />RE 906.61 � °gyp -=----906- \\ � � � I <br />`X <br />905.7 X <br />905.9 I / <br />/ _ \ IE 902.00 I o <br />\ CHAIN LINK FENCE \ \ / X 9b�.3 \ X 9 fi 2 <br />TjjT T <br />906.7 XTV <br />TV ��-T T \ 6Off` <br />r ) \ <br />\ I \ \ \_� \ \�cl 05.4 gl e 905.4 <br />°�\ 908. 0 /®cAs M X 907.9 \ <br />--- --- -X0 6-X-------------- <br />--906.36 <br />907.50 / 905 _ <br />9os I - ----------------------------- -----\--- os--- 906 <br />66 905.861 <br />I <br />0.50 _I \\ `,.,� 0.50% 9cpBMHI I �� 6 5. FOF <br />/ / I - - -T \ X-,905.4 O <br />\ 06, <br />906. 7 X <br />907.7 X 1 <br />(1- <br />- ---- <br />� X 906.4 905.0 <br />�� <br />9 8.30 ��`I X90 \ 905.7 X -______-__-r{ 9t}-� ----- --- 1 <br />/97 <br />U - -� •� 9 7.80 I �� �_.-''---________ 1 I <br />\ 908.60 --_ <br />IZ m <br />uj <br />/ H <br />Q S� 9091 <br />Io\ <br />o�cp I 903.5 917.3 <br />ZC <br />O - C <br />Zi <br />Z <br />1 w C <br />v m 9.30 W TF <br />I "00 <br />I I I I - <br />I4 <br />Io 4 ,5W <br />v B.M. I o, <br />TNH 910.-6 <br />.� 9090�� I X 90 <br />/ tl 09.50 <br />4�, <br />v \ Off° I I pJ <br />OAT' <br />EC dOX <br />PIED <br />PECSO .50 <br />/ 9 .00 <br />✓ <br />9.42 12� 90 2 <br />o°� I <br />I> <br />/ 909 <br />v m I� -- <br />LL <br />/v\ <br />N - <br />/ �00 <br />a ~ <br />3 <br />\ I <br />6 910.4 X <br />T POL <br />L <br />T I / <br />OVF� qo r o <br />4> ,, -N <br />o�pg • I / <br />r EL PED <br />T POLE X 910.6 <br />908.00 - -_ ---I--- TNH-908. 6 <br />908 =906- I I------------ <br />W 905.7 <br />X 907. X 906.2 o I I < J <br />\ 909.10 f <br />N IX 906.y I X 906.1 z <br />\ 908.50 908.60 X 906.8 X 6.6 <br />\ I w O <br />q(1R n0 I I I TQC \ <br />0.00% Go 1 i 905.6 / Z <br />0.20 909 1 oy91o.20 <br />Q <br />7 O le <br />X 907.1 / 2i°� 909.70 / O I I I 1 7 <br />-1 907- <br />CL I I • <br />I <br />I� I /� `1 1' X 907.3 HP 016.171 I 1 X 0 .4 • <br />,. PROPOSED INTERNAL 1 9 9 5 o X 907.2 0 671 1 \ O <br />S x 905 <br />ROOF DRAIN �\ cA LL. / • <br />�.7 X S�BUILDG DISCHARGE TO 1 11 1 \ <br />-� PAVEMENT ° o��° I 1 U • <br />7 909.7 X �'t' - J 908.1 X 9$ 7 \\ 11 N I I O <br />U <br />r X 908.0 1 i9o� r- 9\ I / 905.5 <br />7,216 Sq. Ft. 9oe� <br />1 1 I <br />\ 1 I <br />X 907.6 =� <br />X 908.4 \ 1� \ / \ \ 907.7 x I// I I 7L t <br />909.7 X FFE 909.7 x 9o�.q_ _ <br />I X 908.2 \ / I I EL PED � I <br />I \ In <br />INTERNAL I 1 i EL PED 1 <br />ROOF DRAIN o I` - O \`90 I X 9065 I <br />DISCHARGE TO - , <br />PAVEMENT I I 906.3 / <br />909.7 X X 908.6 X 908.5 X 909.7 906.1 <br />- - - - - - - - - - <br />- �Z_z -"12 l- - - ° x 90 TYP. CONC. I <br />\ I <br />X 909.3 sOQ VALLEY GUTTER x 9os.8 0.50% 908.7 31 90.81 <br />0.50% 909.8 X - \ <br />SIJ I <br />909-908.77 908.2 908.07 908 1907.77 I I <br />7 <br />.� g\0' 908.27 X 909.8 907.7 907. 909 7 <br />SILT FENCE X 909'7 S.M.H. N <br />909.4 1 ) RE 906.67 O <br />@ <br />X 910.3 X 910.6 X 910.4 X 909.8 <br />PROPOSED 6 1/2 STREET TO BEI COMPLETED BY CITY - - - - / a_ <br />/ <br />910.4 X 909.1 X <br />X 909.7 X 906.3 N <br />1� <br />CIO <br />/ 1 <br />910.9 X °a/ 6 6 <br />X910.4 X909.8 / °' \ 1 <br />X 910.7 / / ��-PP \ O <br />\ EL IP DCB 15" RC CL,3 @ 2.12% C <br />FL 906.12 / <br />X 909.6 I 1 IE 902.82 <br />\ \ � T C �^ <br />\� I 906.9 ! <br />I <br />X 908.7 907.2 <br />X 910.5 <br />X910.4 <br />X 910.7 X 910.5 <br />I A I I I I I N I I I -I- n I Jn r\ r\ I -I- I n I <br />V V I I I I / L_ I / I V / / \ L/ L/ I I I / I V <br />Q <br />J <br />0 20 40 60 <br />Li - <br />F- <br />SCALE IN FEET Q QO <br />D <br />LEGEND ___962-_ EXISTING CONTOURS 0 0 0 0 3 I o <br />__962PROPOSED CONTOURS Q <br />N 0' CID <br />x 962.58 EXISTING SPOT ELEVATION N II <br />o � <br />X 962.5 PROPOSED SPOT ELEVATION <br />m <br />DD DD EXISTING STORM SEWER m m o o <br />►► ►► PROPOSED STORM SEWER w c0 � v z <br />F- (n Q W X J <br />Q w 0' _ 3: w _ <br />D D EXISTING SAN SEWER o 0 o c' o F- Li - <br />Q) Q <br />PROPOSED SAN SEWER u E 'o Z' ro <br />EXISTING WATER LINE °--0 O a) �' <br />-0 Q) - <br />PROPOSED WATER LINE 0 L_ .° a o <br />LJ z <br />- - - PROPOSED SILT FENCE Q E Q u ° w <br />41 <br />0-0- <br />J <br />In (n C) <br />Q <br />Q-0� O <br />U <br />�a)>,_� 0 <br />U E O O N <br />(D 0 a) <br />' <br />-0- a) +� <br />Q)0 <br />C� o <br />U O+ W O (n <br />O <br />M <br />10 FURNISH, INSTALL, MAINTAIN, AND REMOVE <br />ROCK CONSTRUCTION ENTRANCE PAD. h e <br />O TYP. CURB DROP/END SECTION. <br />30 FURNISH, INSTALL, MAINTAIN, AND REMOVE <br />CATCH BASIN PROTECTION (WIMCO). <br />® RELOCATE HYDRANT & VALVE 8 NORTH y <br />W/6" 90° BEND. N <br />w O <br />50 RELOCATE ALL EXISTING UTILITIES, IE PIPE, N <br />CABLE, ENCLOSURES & TRANSFORMER(S). <br />© PLACE SILT FENCE AROUND PERIMETER AS e <br />SHOWN. `, <br />co <br />h <br />O <br />STORM SEWER MANHOLES <br />CBMH I (48110) <br />CASTING R-3246 W/GRATE <br />RE 905.86 <br />IE 902.44 <br />SUMP 900.44 <br />CBMH2 (48110) <br />CASTING R-3246 W/GRATE <br />RE 907.27 <br />IE 902.93 <br />SUMP 900.90 <br />W <br />(n <br />O <br />W <br />U) <br />Q <br />Z• <br />W <br />J <br />D <br />a- <br />Z <br />0 <br />W <br />�0 <br />L.L <br />Z <br />� <br />Q <br />j <br />o � <br />Qf <br />0 20 40 60 <br />Li - <br />F- <br />SCALE IN FEET Q QO <br />D <br />LEGEND ___962-_ EXISTING CONTOURS 0 0 0 0 3 I o <br />__962PROPOSED CONTOURS Q <br />N 0' CID <br />x 962.58 EXISTING SPOT ELEVATION N II <br />o � <br />X 962.5 PROPOSED SPOT ELEVATION <br />m <br />DD DD EXISTING STORM SEWER m m o o <br />►► ►► PROPOSED STORM SEWER w c0 � v z <br />F- (n Q W X J <br />Q w 0' _ 3: w _ <br />D D EXISTING SAN SEWER o 0 o c' o F- Li - <br />Q) Q <br />PROPOSED SAN SEWER u E 'o Z' ro <br />EXISTING WATER LINE °--0 O a) �' <br />-0 Q) - <br />PROPOSED WATER LINE 0 L_ .° a o <br />LJ z <br />- - - PROPOSED SILT FENCE Q E Q u ° w <br />41 <br />0-0- <br />J <br />In (n C) <br />Q <br />Q-0� O <br />U <br />�a)>,_� 0 <br />U E O O N <br />(D 0 a) <br />' <br />-0- a) +� <br />Q)0 <br />C� o <br />U O+ W O (n <br />O <br />M <br />10 FURNISH, INSTALL, MAINTAIN, AND REMOVE <br />ROCK CONSTRUCTION ENTRANCE PAD. h e <br />O TYP. CURB DROP/END SECTION. <br />30 FURNISH, INSTALL, MAINTAIN, AND REMOVE <br />CATCH BASIN PROTECTION (WIMCO). <br />® RELOCATE HYDRANT & VALVE 8 NORTH y <br />W/6" 90° BEND. N <br />w O <br />50 RELOCATE ALL EXISTING UTILITIES, IE PIPE, N <br />CABLE, ENCLOSURES & TRANSFORMER(S). <br />© PLACE SILT FENCE AROUND PERIMETER AS e <br />SHOWN. `, <br />co <br />h <br />O <br />STORM SEWER MANHOLES <br />CBMH I (48110) <br />CASTING R-3246 W/GRATE <br />RE 905.86 <br />IE 902.44 <br />SUMP 900.44 <br />CBMH2 (48110) <br />CASTING R-3246 W/GRATE <br />RE 907.27 <br />IE 902.93 <br />SUMP 900.90 <br />W <br />(n <br />Q <br />W <br />� <br />Z• <br />a- <br />Z <br />V <br />Q <br />�0 <br />L.L <br />Z <br />� <br />Q <br />j <br />o � <br />J <br />Y <br />46 <br />O <br />J <br />W <br />CD <br />Z <br />� <br />� <br />D <br />O <br />Q <br />Q <br />� <br />WCD <br />m <br />SHEET N0. / <br />6 OF <br />/ 8 <br />
The URL can be used to link to this page
Your browser does not support the video tag.