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HomeMy WebLinkAboutS-216212N .' -_ ry '' f C r C �� *� N � Z 3 Ci`� _-� c >- z v g 3 �i cV � `� CD m � t �, � s LV \ �ci ' I a ^��v�� Gil i � eZ �I �� � �� V �'�' �� �� !�! �. ®c ���� a � J _ !n fV � {L8 W � Y �� i a aw of r � N O 1 s_C O �� -° - _� NW as W rn� I �o vE .� m E �1 o� d�; s' �� � �� o !L o � ��� a � ��s� 0 _N Le CONCRETE DEAD MAN BLOCKING N1TH SHACKLE RODS TO CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED EARTH, SIZE OF BLOCK TO BE DETERMINED BASED ON TEST PRESSURE OF WATER UNE AND SOIL CHARACTERISTICS. �� � ' I � CAST IRON CAP OR PLUG WITH 2" �- IPS TAP SHALL BE A ROCKWELL 482 END CAP COUPLING. WATER MAIN I I 2` GALVANIZED IRON PIPE AS REQUIRED. � -- 2" CLOSE NIPPLE 2" 9C' ELBOW 2" GALVANIZED IRON PIPE, 12 ". LONG. PLAN TWO PIECE CAST IRON VALVE BOX VALVE NUT EXTENSION IF REQUIRED EOVAL TO RICH VALVE CO. STANDARD (SEE DWG BR46 /PAGE 8090) 8" TOP SECTION, WITH REGULAR BASE INSTALL 2" 90' ELBOW, SCREWED SECTION LENGTH TO FlT .y-� 2" PLUG, SCREWED 9 yy. 2" GALVANIZED IRON PIPE 12" LONG 2 2" GALVANIZED IRON PIPE r.� AS REQUIRED. 9 2" GATE VALVE, I SCREWED �- INSTALL 2" 90' ELBOW, SCREWED ?" GALVANIZED IRON PIPE AS REQUIRED. TEMPORARY 2' BLOW -OFF ASSEMBLY A STA. TS +9T 6" MIN. ,/ �6" MIN. 6" MIN. \+ �` _ + / 6" MIN. QfVV pFW�SHN 9 0 � � 2 Z t' -o° DUAL UNE TRENCH 3' -0' Y -0' i 1/2 BUND FLANGE AS DAM D.I.P. TEE CL50 1/2 PLUG AS OAM ONE LENGTH OF DUCTILE IRON �- TT PIPE {CLASS 50) TO SOLID BEARING WHEN SPAN / / TEE 2" MIN. TYPICAL \ � ONE LENGTH OF DUCTILE IP.ON IS MORE THAN 4': / MANHOLE \ \ \ \ \\ 1 , �) �. � 6" MIN. -� PIPE (C1A55 50) TO SOLID BEARING WREN SPAN IS MORE THAN 4'. I I I FLEXIBLE I I I � _ � ?� .„ FLEXIBLE JOINT JOINT I � _ I . BACKFlLL WITH COMPACTED MATERIAL X BACKFlLL WITH AS DIRECTED BY ENGINEER. I a I � x f I � � .�'� COMPACTED 6" MIN. AS MATERIAL DIRECTED BY I I °a I - ENGINEER. D.I.P. G.50 6" MIN. -I (¢I. N I . SHACKLIE RODS 1 f�l I � I I I CEMENT CONCRETE CLASS C POURED IN PLACE CEMENT CONCRETE ' CLASS C BLOCK 90' BEND POURED. IN PLACE (NON U -651) D.I.P. 90' BEND CL50(MJ X PE) `TYPICAL MANHOLE J I FOUNDATION DUCTILE IRONDROP CONSTRUC110N CONCRETE ENCASED p130P CONNECTION OUTSIDE CONNECTION Dh'OP CONNECTION N75 Z lwwp - 17 - ?/�2 WATER MA /N CONNECTION DETAILS EXISTING B" STEEL WATER UNE 8 irB" VERTICAL CROSS[MJxF1) CUT- /N: T -d" BUND FLINGES(ONE W/T'TAP d 2 "PLUG) � D'r6' TEE (MJxfL) W/ CONC. BLOCK 1 -B" PLUO(MJ) W/T'TAP d T" BLOW -OFF 1 -B' G4TE VALVE (FCsMJ) TEMP. BLOCX - INSERT CLEAN /NO POLY -P1C' T -B' GATE YALVf (MJxMJ) / 2- RO -MAC COUPLINGS D/ 70 SR / T -B" PLUG (MJ) W/27AP d 1EMP. BLOW -OFF O,// TEMP. BLOCK NEW B' WATER UNE tD PLAN VIEW EXISTING B' STEEL WATER UNE TESTING DETAIL AT ABERDEEN AVE NE SINLESS STEEL 2AP5 END NOTES: 1. ALL PIPE SHALL BE SIMILAR MATERIAL AS MAMUNE. 2. STAINLESS STEEL STRAPS SHALL HAVE A MAXIMUM SPACING OF 18'. STRAPSSHAIL BE ATTACHED UTILIZING STAINLESS STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS. INSIDE DROP CONNECTION TO 54" DIA MANHOLE NTS S- ? /b?ll . EXISTING B' STEEL WATER UNE AFTER ALL TESTING, CLEAN /NG AND D!S/NFEC710N, R£MOVf TEMP. BLOCK dBLOW -OFF d CONNECT WT:N B "x8" INCREASER (PExMJ) AND B" SOUO SLEEVE d B' D./. SPOOLS SHACKLE CROSS TO VALVE W/ T -J,�<' ROCS NEW B' WATER UNE EXlSIiNG B' STEEL WATER UNE FINAL CONNECTION DETAIL AT ABERDEEN AVE NE G p. ZIM,yF 18" O.D. HDPE & 28" O.D. HDPE QfVV pFW�SHN 9 0 � � 2 Z t' -o° DUAL UNE TRENCH 3' -0' Y -0' i Lt � 2 78 LUU/ '� IBit�� (j�� SS /ONAI. E� EX ?IRES q 3 �(� S- ? /b?ll . EXISTING B' STEEL WATER UNE AFTER ALL TESTING, CLEAN /NG AND D!S/NFEC710N, R£MOVf TEMP. BLOCK dBLOW -OFF d CONNECT WT:N B "x8" INCREASER (PExMJ) AND B" SOUO SLEEVE d B' D./. SPOOLS SHACKLE CROSS TO VALVE W/ T -J,�<' ROCS NEW B' WATER UNE EXlSIiNG B' STEEL WATER UNE FINAL CONNECTION DETAIL AT ABERDEEN AVE NE I Y -o' t i � � i i i 18" 0 D. � O.D. I � i � i NOTES: 1. THE TRENCH PLUGS SHALL EXTEND 2 FEET BELOW THE BOTTOM OF THE 5' WIDE DUAL PIPE TRENCH BY 3 FEET EITHER SIDE OF THE TRENCH BY 1 FOOT BELOW THE ELEVATION OF THE SURROUNDING GROUND. TRENCH PLUGS SHALL BE AMINIMUM OF 3 FEET IN LENGTH. CONTROL DENSITY FILL TRENCH PLUG c /�., S -a✓62 /z ?GANNF.n DEC 1 A 1999 5' -0" TRENCH LIMITS FOR 18" O.D. HDPE & 28" O.D. HDPE t' -o° DUAL UNE TRENCH 3' -0' Y -0' i I Y -o' t i � � i i i 18" 0 D. � O.D. I � i � i NOTES: 1. THE TRENCH PLUGS SHALL EXTEND 2 FEET BELOW THE BOTTOM OF THE 5' WIDE DUAL PIPE TRENCH BY 3 FEET EITHER SIDE OF THE TRENCH BY 1 FOOT BELOW THE ELEVATION OF THE SURROUNDING GROUND. TRENCH PLUGS SHALL BE AMINIMUM OF 3 FEET IN LENGTH. CONTROL DENSITY FILL TRENCH PLUG c /�., S -a✓62 /z ?GANNF.n DEC 1 A 1999