2016.08.15 CC Packet - Laserfiche WebLink

Home

02016 Westwood Professional Services, Inc. � _ � . •./ i � ��/jam_ � . _ . / I 3 to i . I/ if _ POND 1 OUTLET EL=902.0 l HWL=905.5 ip � N i 8"-22 ■ mm- -am - noes a7. I gwss ws sr•� 1/2o BENDw/AUX. VALVE s lui," B"x 8"TEE IP. err 1' COP ER SERVICE �; I 1 e"x8" TEE I .I 6 �rvtJ ' w CURBISTOP (TYP) GRND. EL.=417.8 v ririt�irxvI • _ 8' Gi1V•(TYP) WYE -D+51 B"-22 1/2° BEND 72 �.. ,""r ' 1 - REMO PLUG 907.3•9p�3 6:CON ECT - TO EX I _ r `T "WM PLUG � J- -I EX.MH-4 . y +} _-, `) - a`� t H_5 '-H�>E•. _ IAO MH -20 _ _ r _, _ -__. z\ r 4 c 907.1- �� ® a %MH -21 � R OVE PLUG B" SAN PLUG�y & CONNECT I TO EX SAN 4" PVC SANITARY .SERVICE (TYP) . ONEKA PARKWAY Westwood nmrr 1eeYrasmse wr.Mrysnodn F.Brnews tan.. I�7 ww)wt w w�lww.�0m00 wrNItwmd 61 rWEIMI1404100, Mn 58'- 8' DIP 115'- 8' DIP CL 52 CL 52 W.M. W.M. w/POLYWRAP I w/POLYWRAP E. TKA 70 MIN. PROPOSED' CAL GRADE, (TYP;) . . COVER PROPOSED C/L SUBGRADE (TYP.) TOP WIM . I�. .. ., [iii...... _ WM ... II � I' CONNECT!I I EXIST. WM I'' 043` -JS" P I A-7+8 1 STA -8+47.94 AD :;OX' - ELS 909.8 EL= 910.2 9rA=6+80.00 �a�_--- , I I EL= 908.7 I -- LI - - - - - - - - - - - - - - - - - - - ----�u___ --- - II II � II 1111-3 +58 i f 3` - 8" P v_ ' I 119' - 8': PVC STA 5 SDR 35 ® 0.40% RE = 958 ;I II � _ ..IE'(SE)'= 903.86'r--- _--- ..-20 ... 4 g,' PVC .. . IE (W) = 903.8��' -- TOP WM AT STA 8+30 STA 9+50 SDR 35: O 0.408 FUTURE IE (NE) - 903.942ND CONNECTION : RE - 917.56 RE = 917.26 _ STA=7+26.07 : IE (SW) - 905.24 IE (SW) - 905.82 - 9-r -W - 8' P, !'H- H_ :. ELS 902 8 MH -5 IE (N) - 905.14 IE (NE) - 905.72 ....SDE S5 9 -&*o , ... 3TA 6+65....... .; STA.7+,34. .... . ....:. ........ . 0.44% RE = 94&+3-918.43 RE - 916.98 85 8 PVC IE (NW) 09-.!4 904.45 IE (S) = 904.76 SDR 35 O 0,40% IE (S) = 9G+M-GIOC35 IE (N) - 904.66 - IE (E) = 904.75 - 5 6 7 8 9 10 11 12 Imo/sea es F -F -d4 r- r �Yls dhwl maim V 9e I s a d411 !da !0017 -ox" �s/sd Ysdl6 eYwdr�� Freass UL Room 4PH m0, Op/i2/l6 '- 'b 17716 - PM 1I 4wa DR Horton, Inc. - Minnesota ms nna MW11Cenwmp Court S6ilte No ""m" m Ia1 "Me, Mtnm ft wim Coll 48 Hours before digging: 811 or ca11811.com Common Ground Alliance GENERAL NOTES: XX%•% DENOTES SANITARY SEWER SERVICE INVERT O 10' OUTSIDE R.O.W. WYE�X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. ® WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER do SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FT. SANITARY ANY SEWER SERVICE STUBS TYPICALLY 3' DOWNSTREAM OF WATER SERVICE CURB STOP SANITARY SEWER AND WATER SERVICES SHALL EXTEND 10' BEYOND THE R/W LINE SANITARY SEWER SERVICES SHALL BE SCHEDULE 40 GLUE TOGETHER PIPE CORPORATION STOP SHALL BE THREADED INTO THE WATERMANIN (NO SADDLES) 1" HDPE WATER SERVICE SHALL BE MIN SUR 7 ALL WATERMAIN INCLUDING HYDRANT LEADS SHALL BE DUCTILE IRON ALL WATERMAIN AND APPURTENANCES SHALL BE POLY WRAPPED STUB WATERMAIN PLUGS SHALL BE EQUIPPED WITH AN AIR BLEED SYSTEM THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NOVO 1929 ADJUSTED DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM Cove 3rd Addition HIMM, W x 0' 50' 100' 150' West Re Widen Date 02/12/76 0D0w92.03uTF0I.d.9 17.6- 07/12/76 sheet 3 OSP 8 Sanitary & water Mahe Constructim