Laserfiche WebLink
02016 Westwood Professional Ss. Z% Inc. <br />i <br />i <br />925 <br />920 <br />915 <br />910 <br />905 <br />900 <br />2 -TYPE 3 TRAVF'IC <br />BARRICADES - _ <br />ilt III III III v %// J \, y <br />I I / <br />III I I I I 1 1 0 <br />/ I <br />I <br />I ADJUST MH \ \ <br />1 CASTING (TYP. <br />5 CONCRETE <br />I ! I 2 SIDEWALK (TYP.) <br />1 / / 3 <br />–95 <br />! r \ \ I o H-944 <br />I & r4' PVC PRIVATE' <br />..h J <br />/sump PUMP y \ S <br />`LEAD (TYP. \ <br />I ! / STMH-93� <br />I –96 `� J <br />I 6 / <br />141ST STREET <br />.ria4 di.= :rvi <br />chC�t � Q�tA bl� <br />`PVI STA = 3 <br />-PVI ET.EV.=- 924. 924.09 <br />a . <br />au/ m a <br />-PVI. STA = 1+00.00 <br />PVI EU = : 916.90 <br />v '/< 2 �) <br /><` DRANTILE (TYP)' <br />CB -91B ' <br />STMH-93 <br />• STRUCT <br />/ AMP (TYP.) <br />5 \ \ <br />r- <br />- . PVI STA =..14-34.00 <br />. . -1' .. ��............ .. . . -2082 <br />... <br />PVI ELEV- _ - 916.22 <br />.......... .............. <br />24:.- .1.2•. ROP. . <br />... <br />`- <br />:CL 5 0 o.36x <br />A_ <br />y <br />:STMH-93 <br />- .CBM11- <br />RE'-- 915.85 <br />:RE = 916.51 <br />L --------------J <br />:IE (SW) _ '909.94' <br />- & (SE) - 911.65 I <br />- <br />. - ...... <br />.-IE <br />{N11)'= 911.54. . <br />I <br />108':'RCP :. <br />.......-- C13-918-:-----. .-.. - <br />RE. = 915.85 CBNH-91A <br />............... <br />_. <br />1E.(NE).=.911.72. (SEE: ABOVE) <br />END CBG. <br />STIiEEIf ... <br />c SIDEWALK/ _/ <br />TRUCTION�/13 <br />/ 4 <br />1 f 4- m <br />1 <br />AT STA 92 <br />IE (NW): _ 910.43 <br />91Q—cB-96........... <br />ceuFl-ss ------ <br />–94-- - - ---- - - ---- <br />IE (NE): -- s4-- - - <br />- <br />910 <br />RE 915.00. <br />1E N – 911.54 <br />()– <br />RE = 914.80 <br />IE (S) 911.13 <br />RE=�9t4.80. <br />RE <br />IE(NW)=910.81 <br />IE (SE)_ =911.13 <br />IE (g) __ 910.81 <br />/ <br />0 1 2 <br />3 <br />4 <br />OUNTABLE <br />& GUTTER( <br />3 <br />900 <br />5 <br />/ <br />I <br />I ADJUST MH \ \ <br />1 CASTING (TYP. <br />5 CONCRETE <br />I ! I 2 SIDEWALK (TYP.) <br />1 / / 3 <br />–95 <br />! r \ \ I o H-944 <br />I & r4' PVC PRIVATE' <br />..h J <br />/sump PUMP y \ S <br />`LEAD (TYP. \ <br />I ! / STMH-93� <br />I –96 `� J <br />I 6 / <br />141ST STREET <br />.ria4 di.= :rvi <br />chC�t � Q�tA bl� <br />`PVI STA = 3 <br />-PVI ET.EV.=- 924. 924.09 <br />a . <br />au/ m a <br />-PVI. STA = 1+00.00 <br />PVI EU = : 916.90 <br />v '/< 2 �) <br /><` DRANTILE (TYP)' <br />CB -91B ' <br />STMH-93 <br />• STRUCT <br />/ AMP (TYP.) <br />5 \ \ <br />r- <br />- . PVI STA =..14-34.00 <br />. . -1' .. ��............ .. . . -2082 <br />... <br />PVI ELEV- _ - 916.22 <br />.......... .............. <br />24:.- .1.2•. ROP. . <br />... <br />`- <br />:CL 5 0 o.36x <br />A_ <br />y <br />:STMH-93 <br />- .CBM11- <br />RE'-- 915.85 <br />:RE = 916.51 <br />IE (SW)_ = 911.63 <br />:IE (SW) _ '909.94' <br />- & (SE) - 911.65 I <br />-IE (NE) = 909-74'.. <br />- <br />. - ...... <br />.-IE <br />{N11)'= 911.54. . <br />I <br />108':'RCP :. <br />.......-- C13-918-:-----. .-.. - <br />RE. = 915.85 CBNH-91A <br />............... <br />_. <br />1E.(NE).=.911.72. (SEE: ABOVE) <br />- 25' - 12'- RCP- <br />. <br />CL 5. 0 0.368 <br />5 4 3 2 <br />1 <br />L900 <br />0 <br />925 <br />925 <br />920 <br />. _ <br />920 <br />915 <br />915 <br />- <br />19" 12'RCP_90':– <br />CL 5 O 0.35X <br />L71 <br />12'. RCP. <br />108':'RCP :. <br />STMH-93A. <br />C 5 0 0.355 : <br />.CL. 5. A 0:355 ; . <br />RE = 917.34 <br />IE (NW): _ 910.43 <br />91Q—cB-96........... <br />ceuFl-ss ------ <br />–94-- - - ---- - - ---- <br />IE (NE): -- s4-- - - <br />- <br />910 <br />RE 915.00. <br />1E N – 911.54 <br />()– <br />RE = 914.80 <br />IE (S) 911.13 <br />RE=�9t4.80. <br />RE <br />IE(NW)=910.81 <br />IE (SE)_ =911.13 <br />IE (g) __ 910.81 <br />905 <br />0 1 2 <br />3 <br />4 <br />905 <br />900 <br />900 <br />5 <br />pyepasd <br />a... rr...3. rd •a 3 � . r3 e�3 e�3w. wnLis -_. K9.8r! 1� • <br />eaaar��r.r�./t]r err3�r 7 7 _ �a DR Horton Inc - Minnesota <br />Phar 19641887-5759 7999Mynm Odra aw +� J/ —�N�- Err i <br />Fu (9 6 2) 9 37-58n Ed"P ft.YN6 �,F� r}}�-. _ <br />AIRM (M81937-5+68 w.e.eei}amw R Hrsm $ __ �. <br />wr..M.F.d d- ' -rc Er--Ol 0vv TL—eh D7T6 �ri3ar�>tie ter ) l0nomofs L6044 <br />Call 48 Hours before digging: <br />811 or ca11811.com <br />Common Ground Alliance <br />GENERAL NOTES: <br />J00C.X DENOTES SANITARY SEWER SERVICE <br />INVERT 0 10' OUTSIDE R.O.W. <br />WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE <br />LOCATED ON MAINLINE FROM <br />DOWN STREAM M.H. <br />FLAG HYDRANTS <br />EIIEND RODS ON VALVES DEEPER THAN <br />7.5' FROM FINISHED GRADE <br />ALL DROP MANHOLES TO BE CONSTRUCTED <br />USING OUTSIDE DROPS. <br />® WATER SERVICE TO THIS LOT SHALL BE <br />INSTALLED UNDER PROPOSED STORM SEWER <br />& SHALL MAINTAIN A MINIMUM VERTICAL <br />SEPARATION FROM STORM PIPE OF 2.0 FF. <br />SANITARY NTAARY SEWEER SERVICE STUBS TYPICALLY S <br />DOWNSTREAM OF WATER SERVICE CURB STOP <br />SANITARY SEWER AND WATER SERVICES SHALL <br />EXTEND 10' BEYOND THE R/W LINE <br />SANITARY SEWER SERVICES SHALL BE SCHEDULE <br />40 GLUE TOGETHER PIPE <br />CORPORATION STOP SHALL BE THREADED INTO <br />THE WATERMANIN (NO SADDLES) <br />1' HDPE WATER SERVICE SHALL BE MIN SDR 7 <br />ALL WATERMAIN INCLUDING HYDRANT LEADS <br />SHALL BE DUCTILE IRON <br />ALL WATERMAIN AND APPURTENANCES SHALL BE <br />POLY WRAPPED <br />STUB WATERMAIN PLUGS SHALL BE EQUIPPED <br />WITH AN AIR BLEED SYSTEM <br />THE VERTICAL DATUM OF THIS PLAN IS BASED <br />ON THE NGVD 1929 ADJUSTED DATUM IN US <br />SURVEY FEET. <br />NGVD=NATIONAL GEODETIC VERTICAL DATUM <br />Clearwater Cove <br />4th Addition <br />FIEmm IAHT <br />0' 50' 100' 150' <br />called Revision Date 04/06M <br />OD04D92.04S702.dwg <br />Dma 1IM116 SLxt 6 OF 8 <br />suint & storm Sewer <br />COIISt1uction Plm <br />