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2541-2
iw 5:40i'Iff Xv ■ � .wA-... " r- 50.00' MIT . 01 Lft-...-- r A -.MEN"� � LXM�A9 AVE. qc)r,l(wELL � �� 4 At 00 1 1 3 4 N N 10+45.00 Rockwell Ave. 06 1+00.00 T Douglas Ave. 1 9 174.00' '�� ��' 43.17' 50.47 50.47' 50.48' 50.50' 50.5 �I W W W W re 39'59'00"E _ 9 I - _ 11 _ _ 12 _ _ 13 N89'59'00"E�� 2 45.00' 43.00' 52.00' 52.00' 54.00' 53.00' 53.00' 53.00' 52.94' 32+20.42 Sewer 8 31 +67.42 Sewer 10+93.00 Street 10+40.00 Street Join Existing 8" well Ave. 0 0 fi Ian Dr. :- 0 0 0 LO Z LO 48 47 46 45 44 43 42 41 20' 20' - TRAC T -1-66 -6-5-17 1-0 32' 31-0 2' GLF41.AN AVE. TRACT 15655-6 CONSTRUCTION NOTES a2 - CONSTRUCT 8" VCP SEWER a-- CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY STD. a- CONSTRUCT 4" VCP SEWER LATERAL PER CITY STD. DWG. RFmnvF PI lir. Ac JOIN FXISTwr. f;" VC:P gFWFR LAS � ��� � �.,..,_ �.. --- t- ��l_-.■�j:� C�i.:��l�''7 • • • 0TYP.• �� ■� �■ � ■� � ILII■ 53.06' 53.00' 53.00' 52.00' 52.00 44.00' 4 NP. \.,35+50.00 S r : t !I'���''�Gi: �� �� I; 4AU-F 1!5555-17 LnTFanL LocaTIOW 39 40 41 42 43