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TED4001305.1
28 27 26 v v � C v � �ID p� p C p•V = Z� oo\ oo,�. o��° �� PLAN VIEW `Pm` �p�3. � .2nd STREE ,u .�. o A,a o � �gyp. SCALE: 1�� = 20 �00 o ,°_ hh A, X`kQ- I O� No. CONSTR. LINE 4P'� � vv p0 Q` Q O= Q p= o �O �� ^ A = 80 50' 00 0 03 Q- M �v zl V c" �' R/ W 'LPC� /.P? R = 990.42' QC.,, `�' ° `tiQQ, — — — — — — U � T = 76. 50' ti ' 00 ti° co — — L = 152.69' ti Q \O ��. � v / D==47'06" °�� I NO. CONSTR. LINE AF, �C-3 A,- S I Q ,` c° • CD x 8 _ _� ° I R = 1422. 28 \ S T = 120.37' la..l 1- 1 SAW UT EXISTING ASPHALT-- L = 240. 16' > S UNDERGROUND ' D = 40 1'42" Q ❑WM W SPRINKLER 00 PL i I Y + G 8 SYSTEM V yy yy 8 a I "�r f W 1 Q I z N w — 6+{ 89.55 — — t -- _ `— _ R / W — — — UJ a U) -� I .T�.C. W _ nJ — _ — — — So. P.C. PC. 6' 8+42. W iJ' — — — -, 8+ 5. 3 R N D 6+ IT .71 _ W- -.� R/W ` - _ ---- - _ PT T T� Wv/ �g ` P.C. — - N 0 PT T ``�-_ _.._..-.`>_ / 9+68 0 10+33.89 _ o _— SAWCUT E DRWY 1 T T Dyy T T_ _ _ I0+f81. i8 - _ — — 1, SAWCUT EXISTING W.. — --- / ASPHA L _._.... / Q -Ww CEDAR RIVER PIPELINE 66 2 f'R.C. �` i g+78 W I ._ W? z w o= 8+ .7� CEDAR RIVER PIPLINE-RIGHT-OF- WAY i� - i e (' �1 W 66 ��� �� 66 _p.:-_.. P.C. I ,`� �. w 12 p .G 12" D 2°s� 4S� _`- V, 9+68 I g cn p �t— II — a w 511/ W_ 51�" '` ° Q 12'I "' --- w --- R/W -. �3 �p \ p°3 �� SO. CONSTR. D 7 P.T. Q- ` ° WW� F :. 10+ 19.50 - a y.=c) P, = 17 5 0 15 " --� 9+ 66 3 a x �• x G p R = 616.70 / I�{/ R T - CONSTRUCT 10' \ �O �' T = 96.78' 6g 1 + CONCRETE WALK L = 191.99'S0. CON°STR.LINE--•,•.\� D M` AS SHOWN 0.1 -- _ D= 901727 R = 524. 30FIT. R / W ' --- T = 86.19' 0 10+43.8 D L= 170.85' 9 78` P C I0055'41' i s©+ /W SEE SHT. N0. 5 0 z w w co 28 w w U) 27 w z J 26 U 1— a EXISTING CL PROFILE 30 29 28 LEFT( NORTH) SIDE PROP TOP OF CURB A.P BACK OF WALK 9+66 FT BACK OF WALK (EXISTING) o 29 28.50 Sr 0.00252 /FT (EXISTING) FT z S = 0.00 348 /F -- ---- — — -- w 28 ------- ----- -- ----- GUTTER uj w 27 -- ---- -- (EXISTING) co GUTTER — (EXISTING) PROP TOP OF CURB I BACK OF WALK 28 (EXISTING) S = 0.00279 FT/FT 27 — -- -- -- ---- -- — — GUTTER 26 (EXISTING) 5+00 5 a-.50 6+ 00 6+50 7+ 00 7+ 50 8+ 00 PROFILE SCALE: HORIZ . 1" = 20' VERT. 1" = 2' 8+50 I w z_ J RIGHT(SOUTH� SIDE U AP P. C. a 10+34 2 50 S 0.00220 FT/FT 28.65 29 28 27 1000 10+50 AL y = , C� n 5+00� 9+50 STREET IMPROVEMENT SO. 2nd STREET LAKE AVE S to SHATTUCK A V E S GECASE 6-26-72 GECASE AS NOTED