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HomeMy WebLinkAboutS-19970Eww p• s �- IR�� S I TRENCH C� ( I or More Pipes) LIMIT OF PAYMENT FOR "DEWATER TRENCH"- TRENCH DEWATER MEASUREMENT Hinged Fiberglass Cover 2-3 HP Pumps ® -Wet Well Mounted Lift Station O Smith & Loveless EI. 17.0 4' Discharge 3.85 El - Float Control 48 "Manhole 3.35 El - Float Control 4'Suction - ° 1.35EI - Float Control 6" 8•- -0.15 El SANITARY SEWER LIFT STATION LIND 11 +86-80'R N.T. S. P -9 Channel Elevation 13.0 VQ QAV P°p9 AA 4 °o pngo p y9ppf%QQL79�4� ➢aDOD G� / 04�An�p �ve�dv 4�d 4Tp7dDpA➢ �p ➢LlvoavYa�a�ogq �p 4�$Qa 4WfI4pa �pdq °v ➢aa�D4b�bpDDa��D�A° A nDd4��447Dd 4 9 %A'Qpp 8 4p44�dgp4ao0j14 ad �fl� p�4�o�s��d0 o°p��4 / Apdo da °aaa°baddg.V 4a�oI Q�a "Vd' a Qap�oo�ADdQp4aog 'if VA / Dad dd 4q dp ' I II II O D 4 q aopDpPAeDaQ�o 14 I x 8'9 °$o�oa D Sd4 Pipe Arch °ap4a o�iQaL4 qq pddd I . 2.51 a •v °• P� dA�Oga4q d�4�9dCgd �lP d 5, 3, i 18' g_a„oa��b T- .__..L C .._a_1. Material Qn:Qd7A�» Q -1 �E'J 11 IL. I oundahon oana�a Compact To 85% In 10'I Layers, See Technical Provisions Trench_' Foundation Material ° I Compact' To 95% In 6" Layers, See Technical Provisions WIPE ARCH FOUNDATION DETAIL B 38' 2' 25 n# 4 0 18" Section on Slope 901 #4018 9 01 below pipe belc 413 PIPE ARCH HEADWALL Scale 1 /4"= 1' -0" 4 I 2 Metal Pipe Arch (2) 14' I 'x 8'9' 2 "Splice� N 35*4 A#4 (a 18" ,I S"19976k-, SECTION B -B ` -ZZ=F- pP��MEw, y�f•Yp CITY OF R E N T O N N DEPARTMENT OF ENGINEERING LIND AVE LI D #302 A�E "� STORM AND SANITARY - DETAILS DESIGNED DATE Y/ _30/ 78 FILE NO -. DRwwN %J9Gc/ OHECKED MHT SCALE As Noted NO. REVISION I BY APPR. I DATE I APPROVED BNEET �O!' �6B �R- [w` mnecr�° /ewv/fv wxmxevnxv ROLL 157 � 4 6 24X 1 HEADWALL BAR LIST (All dimensions are out to out MAR LOCATION 0 SIZE LENGTH BENDING G I Vertical IS 4 Varies Str. 4 ea e I' -077r- 8, Z'-0 and Z' -2" eaC2- " 2 Horizontal 5 4 37" -10' Str. 3 Vertical - Ste tie 7 4 G'- 0" 4 Vertical 25 4 Varies 5t.r. 4 ea. @ Z' -6" �t' -1" 5' -Z,' 7'-6 °, and I . _ 0" 5____. @ 18, 4., 5 Horizontal 30 4 Varies Str. I ea. @ 3'-2.', 3' -G ", 4--8; All reinforcing bars shall conform to ASTM -A 15 and shall have a minimum cover of I %2" 5 =2', G1-10" 8 -0 and 9' -8 Zed @ 3' -C,' 4 -' -0 ", 4' -8" 5' -2" 5' -l0" G - S" 3 ea. 2' 8" 8 ea 0 3'2" I 2� ?_ O 901 #4018 9 01 below pipe belc 413 PIPE ARCH HEADWALL Scale 1 /4"= 1' -0" 4 I 2 Metal Pipe Arch (2) 14' I 'x 8'9' 2 "Splice� N 35*4 A#4 (a 18" ,I S"19976k-, SECTION B -B ` -ZZ=F- pP��MEw, y�f•Yp CITY OF R E N T O N N DEPARTMENT OF ENGINEERING LIND AVE LI D #302 A�E "� STORM AND SANITARY - DETAILS DESIGNED DATE Y/ _30/ 78 FILE NO -. DRwwN %J9Gc/ OHECKED MHT SCALE As Noted NO. REVISION I BY APPR. I DATE I APPROVED BNEET �O!' �6B �R- [w` mnecr�° /ewv/fv wxmxevnxv ROLL 157 � 4 6 24X 1