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HomeMy WebLinkAboutWWP2703494.1Lin a) .-i 0 4� N 0 0 0 0 C) L) 0- 0- 0 �-o Lin V) F- z z LLJ o 0 L.Li C) u w ui LLJ cn Ld ry PID: 1023059382 I S ' SMH 28 --WEDGEWOOD LANE: 13+23 I E1/2, SEC, 10, T. 23 N. R. 5 E, W.M. I STA 13+23, 5'RT PID: 1023059370 PROJECT# S3278 BRETZKE/ROGERS: 6+62.24 [L ciii v- R i�,M =- 424.3 Ln I S 349 Ll + ,-,R-O-W IE-411-5(NEW IE IN: 411.60 0 71 CB 1�5VE R I F Y EXST IE'\ 10 R-0 TE= 424.0 7 All �-J w JO CON$�TRUCT16N) STD\' MH 7 0 IE----420.27(E lx -�2 OHP- i2+,, -u Si. /kD LLJ -52 W, gi� �%saj Y 0 IE=420. - AD 41 F-1+ m ASPHALT�RO H# NOTE 3) M \ I SSkt 1(SE m M RE 10th, St Cli) EXST 1 HE x / �11 -- -- �7� � \ "PUBLIC"' 3 -------- OH4_72--!! - M "-TE=4 7.0 00 OUT �,ID u-i x C) Q c() 4;�o F P---m77 -4 11.12% 4216,56( OH j 3� 134LF 3 V,(;--/,) W\ 1/v --- 1� Z 0-w CIS, x Xb 56p. -9 i L C�,,, w /-o 4 70 - w ss w �E=42§.60(INJ lb 5+00 7 X 41-VV Z -- L� - 1-- C) EXISTING 5' SIDEWALK 7, -A L C'F- < J, _77--i- s, s T--� _ _ j i8 0 c) ���A P�H OF ASPHALT x z -sV1- B 4 1 y- ID EDGE z x -0-W E�V 4 -v z 5. 1 i R \ � \ 88 -16'1'0- 'E 3-31t6,9' c� 0 rol- 's, -L 3,'N'H MA R K: '6 c)1 v w 1� V /4 CAT��H BASIN V. 4 �-D --j %RIM ELFV� 469.24' V,v'L 71��� -7� Fi FV 415.9' V%j L3, 2 WLB5 7-0. 0 o' S88 *16'10 "E 700,04 -, +� --i O-W \36" E� i--V. 416 ELEV 4 1 2 CD 11 J'b S88'16'10"E 70,03' i i 70.00',,\ ..... EXST YO WL3 01 c -0, 7e R-O-W \'LO�TA -j - i- - 1 0 STOP OF',-S -'�PE It 1 7� S vc & X,) E-X I:'. T x UNDE\R�ROUND--, B�, NOT IN VIM, TYP I �, 3 5H GR-� L/ AERIAL TD Pt-AJ- L 468- < + NOT 'I 1 V, WLM A 16 1 svc't, ty-P V. P - ,,, - V/ 1��D 1\ ; ! r`-i WL) SHORT OR' AT F.F. ELEV CONC EXST FH ELEV 411 . 0 x 46 7.6 -`REMOVfWEWAY II LLJ co > GARAGE "66 < GA�AGE 0 �;BUFFER\ 36 897 SOFT. N TOE OF SLOPE � M \ - N \,51 '5LF �j 7/ 8�' Z- `AVERAGNG w /d/), 0 \10yC 0 6,5% 7 A R - wl-Bo Ld FF=434 V 1 8' o 7+50 > EL E ii 2 rE3R\ E T �Zki� LLI THYp 4�T2 EI E 0 m FF=46 iiOuSE\\ TO \)D\P B 7 5, 75 pi� T 0) BRETNE H-OPSE P x Al 8 �5 -, VE EL V B'\- 54"\ 2� 413.1cl ]�r U REM N' MH TYPE LOT 1 0 p, b - COM 8 ---E A VF < -,\--','�+0&78 \ 9; Ld F-L E V, 5. 6�it $\SMR#2 z CN �D z 0 DP y WL1 -j 6 E. ELEV 417 (�)l 0 ',7 zv N 0 415 TE*432.1-0 0 x 468. 0' 415 -7 DPU, �x di� ItFl Q) ELEV. PEAK i 42E 's� I HOUSf- NO� 560 < 0 i ' FOOT -----�480.08' ff FOOTPRINT -6§. 7 4 Lij DPv� 4+1 J1/L01'NC 66.6' I ) \ 'i�-A - ",29B SO.FT+ W U U - __ S� ]E=427.08(IN) <\ P LLJ (R�OGERS F. F. EL E V. -y 1 #11 Svc I 6 SSS ls� 0 < < A m x- 0 -w LOT 1 459 8' -6' 0 20(,MIN 6 0- < ALIC N MfN-t A Z- EAVE ELEV Xb \FOLLOV��\ St'WE'R M Al Nxo L x it- 05- 22-06 1-1r 761LF 8"pvc v FOUND REBAR \,��\8, 6' x j c� 0 0.5% WLL9 ELEV415.6' J �464- OFFSL T 0. 2' W & i. X1 OF PROPERTY COR. > "HELD I - - -5 10 X -'e 4+87" 8 111T 70.00' ?,:,� I - 1\ \V'SSS 67SSS 4 6 2 S88*16'10"E 70.03' 00 0 2% MIN - 460 DISPERSION 0 7� A TREN0j- TYP 77U.-W-�- 17 Lu CITY -RENT 4+00 \5+ 00--,, IIVI,Q;E 70.RV x J: --1 4 V Ln V- \$E W"ER'\ESM'T\l p -456 0 0 0-) 454 �52T, 1 33LF 8pvc STD MH 48 00.5% o) 5+17.66 2-+-79.06' C) x�\ / 48" of 4 48 -- --- 140LF 8 PVC I cp 0 SSMH#4 7� TD MH #46 1 TE=443.48 YPE -R- �4, T H\T ' 1 4 tl 4+65.05 25 R --448 0 +57.60 3+84\\�70� -#5- IE=431.27(IN)�� �K 1 w SVC'S Z� 8 -s!sm H 6"Sss\�\ 5+�\3.99\3 TE IE=428.23(OUT) s.--448-- TE-:446- 2 4 - H#�(SEL-�'\NO --T s IE=428.54\\ Tt 7432, -446 ELEV. 418.4 j 5 DROP MH 7 77 -- WLB�� 0 IE= .1 5.c�- (f 4 6( \0 U T)\ X -k RE TZ It-7 427.56(JN) LOT 4 co 6 + 5�,'l '33'RT q) 4 '12 -6-+44-.l-0 -3C BARN <,9 -----FF=432.00--\\\ (BR�ErZKE x1- 6 S 0 780 SO ET \\IE=41 F LOT 3 332 ROGERS A If= *33 G5- LOT 3 WE TL AD AREA I v 7 I ui FF=434.50 4J4 x D \\43 Ok -ROGERS IN 10 Iii PROPERTY WLBG I .- LOT 2 m L0'-----FF=437A)-- PER SURVEY -43' 1 ul) ELEV. 421.31 P 0 0'0 8 ff=43600 L z LLJ 01h 4 L j p 71- <-D 0 Z (b EXISTING UTILITY NOTE: 1`30 ,IQ) VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES ID (WHETHER OR NOT SHOWN) IN POTENTIAL CONFLICT W/ PROPOSED CONSTRUCTION PRIOR TO ANY WORK. W L B F -428 xcl/ SPECIAL NOTES: FLEV. 421.0' 42,3 0 WLBD x 1. SEWER PIPE SHALL BE PVC CONFORMING TO ASTM W P- E x D3034, SDR 35. ELEV. 423.6' ELEV. 42 4. 2. ALL SANITARY SIDE SEWERS SHALL BE 6" AT 2% MIN. 91 NOTIFY ENGINEER IF THIS RESULTS IN DIFFERENT IE J, THAN SPECIFIED AT END OF SIDE SEWER. 0 DPUL2 ( �� T �I �� 1 ........... 0 4NQI� 0 wi 100. 04' -ummommomm� ,70,030 3, IN UNIMPROVED AREAS, MANHOLE TO EXTEND MIN 6" wi mw ........... . am 0 (D S88'20'02"E 331� 77" AND MAX 12" ABOVE FINISHED GRADE, I S88'20'02"E 661,90' R --- 4 N --50.000------- S88*20 '0 "E 170.07' T.P.# 1023059390 3 C WLBB '�ill i BA ELEV. 426. 7' ELEV. 426.8' -j 1 i LAJ Lli Li > Z LJ 0 w 0 co co co (n Lu u 5 IN ce (n 8 Lu 0 (;o U.) uj t.0 0 j 00 0 Lu 00 > " Ln Ln 0g uj C) N IN -1 11 1- M co Lu V). ow DPUIL3 0 SHEET: 5 OF: 9