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Home My WebLink AboutR-386511Z_ PROPERTY LINE Z 3'-0" o ' FUTURE 6" BUILDING SEWER PIPE I PIPING PIPING BUILDING SEWER Z a= w Z2"x -TEE WITH 6" SIDE OUTLET J 4" STUD MARKING POST PAINTED 6"X6"X6" WYE WHITE WITH THE WORD "SEWER" STENCILED >'SURFACE CLEANOUT WITH IN 3" HIGH BLACK LETTERS AND #6 WIRE Uj CAST IRON RING &COVER (EAST JORDAN IRON WORKS WRAPPED AROUND THE STUD AND cr_2975 OR APPROVED EQUAL, EXTENDED TO THE TOP OF THE STUD. PIPE. LATER COMPACTION IN AREA OF VALVE BOX o 12" LONG COPPER TAILPIECE o CL SPECIFY "SEWER" ON LID, COULD CAUSE THE BREAKAGE OF THE SERVICE. oc W SEE STD. PLAN 403.1 FOR 6" SIDE SEWER AND BUILDING SEWER INSTALLATION) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN D LINES ARE AS FOLLOWS: A. VITRIFIED CLAY MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH man • 9" MIN. •j • ��v 12" MAX. fit A NEW TEE USING FLEXIBLE COUPLINGS Z X X (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH A NEW TEE USING FLEXIBLE COUPLINGS M (FERNCO OR APPROVED EQUAL). C. PVC MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS. D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR 0 2 3 6 7 7 13 APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. VAULT. A 60" ALLOWABLE MAX. -A DRILL 2" DIA. HOLE FOR FOR CAST IRON PIPE OR DUCTILE IRON PIPE. Ov� 1:3:5 MIX tK CONCRETE -�• 2-1/2" MIN. FROM NEAREST NOTE: P�GOG��G BLOCKING AND FRONT EDGE OF PIT LID THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS G� 2% MIN SLOPE THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF HORIZONTAL 6" SIDE OUTLET TEE SEWER 6" MIN. MAIN TYPICAL RIB SEWER MAIN CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION OF TEE AT MAIN OVER 25 ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. (DC*jZV,iy0-?e,STD. PLAN - 406.1 PUBLIC WORKS �TALLAT�OM DEPARTMENT TOY `�) JANUARY 2013 W-386501 SEE PAVING PLAN C505 FOR SECTION GRAVEL BASE PER SPECIFICATIONS GRAVEL BACKFILL FOR PIPE ZONE BEDDING PER SPECIFICATIONS an VARIES ----*--VARIES I IF L 6" MIN SAWC UT EXISTING PAVEMENT SUBGRADE \ 6" PROPOSED 1.5" WATER SERVICE 18" MIN PROPOSED 6" SS SERVICE SEWER AND WATER PIPE TYPICAL TRENCH DETAIL� SCALE NONE M502 S-386501 STANDARD PLAN -302.2 NOTES: 1. LAYOUT SHOWN IS SCHEMATIC ONLY. ACTUAL INSTALLATION WILL VARY, AS SHOWN IN PLAN & PROFILE. 2. PROPOSED SERVICE CONNECTION IS TO 3 19BOEING APRON B SUPPLY LINE. MATERIAL DIST FOR 1.5" SERVICE (MOD): 1. 1.5" TAPPED TEE ON EXISTING 3" BOEING SUPPLY LINE. 2. 4" LONG X 1.5" BRASS NIPPLE WITH THREADED ENDS (MIPT). 3. 1.5" RESILIENT SEAT GATE VALVE WITH THREADED ENDS, SQUARE OPERATING NUT, AND VALVE NUT EXTENSION, IF REQUIRED. 4. TWO PIECE CAST IRON VALVE BOX. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION, LENGTH TO FIT, "LUG" TYPE COVER. 5. 1.5" X 1.5" HEX BRASS BUSHING (MIPT X FIPT), 2 EACH 1.5 " BRASS OR BRONZE NIPPLES 6" LENGTH, THREADED ENDS. 2 EACH 1.5"-90° BRASS OR BRONZE ELBOWS (FIPT X FIPT). 6. 1.5" (MIPT) X COMPRESSION FITTING, FORD C84-66 OR EQUAL. 7. 1.5" SOFT COPPER TUBING TYPE K OR BRASS NIPPLES (MIPT X MIPT), LENGTH TO FIT. 8. NOT USED. 9. NOT USED. 10. NOT USED. 11. NOT USED. 12. NOT USED. 13. 1.5" COUPLING (COMPRESSION X FIPT) WTIH 1.5" PLUG (MIPT) FORD. R=386561 1 ISSUE FOR CONSTRUCTION SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE I. v � Z S w . ACCEPTABILITY AA.. BHAMRA CHECKED A 737 MAX FLIGHTLINE UTILITIES -APRON B CI PROJECTW3441886 RT TWN 11.11.15 �.��, of w'sxl,�c �, THIS DESIGN AND/OR P. TSCHERNEGA o G SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE D. BALCH CHECKED 4� 4 A . APPROVED - is �� ww D. BALCH ONALAPPROVED aloe R. GWINN INUVEAVI Mm I I, ZU 10 "SUBTITLE UTILITY PROFILE AND DETAILS ,, oa oa DOWL CURRENT REVISION SYMBOL DATE W3441886 A 1 11.11.15 SHEET 11.04.08 TITLE BOEING 737 MAX FLIGHTLINE UTILITIES -APRON B CI PROJECT M502 ,1.04.08 11.04.08 SITE 05=YD W3441886 JOB N0. COMP N0. 01.06.09 MECHANICAL MASTER RENTON, WA DWG N0. 05 -APRON -B -M502 CD a - Z14 I/ 39eb sV/ cCD d 1J Z 7 CITY PRIVATE PIPING PIPING Z 1-1/2" AND 2" WATER SERVICE DETAIL i ui C -' >- IN UNIMPROVED a M RIGHT-OF-WAY INSTALL METER CAUTION: VALVE BOX SHOULD NOT REST ON 10 11 12wa_ BOX AT PROPERTY LINE WITH a PIPE. LATER COMPACTION IN AREA OF VALVE BOX o 12" LONG COPPER TAILPIECE o M n COULD CAUSE THE BREAKAGE OF THE SERVICE. oc W a_ a- D man • 9" MIN. •j • ��v 12" MAX. fit Z X X 04 7 N LEAVE EXPOSED o o „ ►� N 12 M - BY PASS NOT ALLOWED c o FOR IRRIGATION METERS 0 0 2 3 6 7 7 13 1 5 s CRUSHED ROCK BASE TO SUPPORT VAULT. A -A DRILL 2" DIA. HOLE FOR TOUCHREAD DEVICE QUICK -JOINT COUPLING x MIPT CAST IRON OR DUCTILE IRON WATERMAIN 2-1/2" MIN. FROM NEAREST NOTE: AND FRONT EDGE OF PIT LID THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF �- MORE THAN ONE RIB. TYPICAL RIB TERIAL LIST F VI R LOCATED IN PLA MATERIAL LIST FOR 1-1/2" SERVICE: METER LOCATED IN PLANTING STRIP N CURB & SIDEWALK BETWEEN CURB & SIDEWALK 1. 2" ped tee, on new water main. 1. 2" tapped tee on new water main. 2. 4" Ion X 2" brass nipple with threaded ends (MIPT). 2. 4" long X 2" brass nipple with threaded ends (MIPT). 3. 2" resilie t seat gate valve with threaded ends, squ a operating nut, 3. 2" resilient seat gate valve with threaded ends, square operating nut, and and valve t extension if required (see standard tail 330.1). valve nut extension if required (see standard detail 330.1). 4. Two piece ca iron valve box. Standard 8" t section with regular 4. Two piece cast iron valve box. Standard 8" top section with regular base base section. le th to fit, "lug" type cover. brass bushing (MIPT x section, length to fit, "lug" type cover. FIPT). 5. 2" X 1-1/2* hex brass bushing (MIPT x FIPT). 2 each 1-1/2" brass or 5. 2 each 2" brass or onze nipples 6" len h, threaded ends. 2 each bronze nipples 6" length, threaded ends. 2 each 1-1/2"-90' brass or 2"-90' brass or bronze elbows (FIPT x pT. bronze elbows (FIPT x FIPT). 6. 2" (MIPT) x compression . ting, Fn- equal. 6. 1-1 /2" (MIPT) x compression fitting, Ford C84-66 or equal. 7. 2" soft copper tubing typeO 'PT x MIPT), length to 7. 1-1 /2" soft copper tubing type K or brass nipples (MIPT x MIPT), length fit. � to fit. 8. 2" threaded bre- 8. 1-1 /2" threaded brass 90' ell, for Ford L44-77 or equal. 9. 2 Customsett ori 86-128-11-77 (x 17-3/16 9. 1-1/2 Customsetter with by-pass Ford: VSH 86-12B-11-66 (x \ ), McDonald Br% /0 o Mueller B-1427-2", with flanged 13-3/16"), McDonald Brass: 300612WDFF665 or Mueller B-1427-1 1/2", angle ball valve ,..K wings on i t, and angle check valve with flanged angle ball valve and padlock wings on inlet, and angle check let, ball, valve o ass with padlock 'ngs. Customsetter shall valve outlet, ball valve on bypass with padlock wings. Customsetter shall e vertical inlet a outlet. have vertical inlet and outlet. id meter sprea r to be supplied and insto d in meter setter by 10. Rigid meter spreader to be supplied and installed in meter setter by tractor. contractor. er meter s II be supplied and installed by Cit of Renton upon 11. Water meter shall be supplied and installed by City of Renton upon ment of related water meter fee and satisfac y pressure and payment of all related water meter fie and satisfactory pressure and ity test . purity tests. x30" astic meter box equal to Mid -States Plastics, c. BCF Series 12. 17"x30" Plastic meter box equal to Mid -States Plastics, Inc. BCF Series /3a CF 730-18 with 2" thick Ductile iron diamond plate co 18"x31" MSBCF 1730-18 with 2" thick Ductile iron diamond plate cover 18"x31 to Mid -States Plastics, Inc. MSCBC-1730-R with 2" dril hole equal to Mid -States Plastics, Inc. MSCBC-1730-R with 2" drilled hole for touchread pit lid, and meter read lid. touchread pit lid. coupling (compression x FIPT) with 2" plug (MIPT), Ford C-14 6 13. 1-1/2" coupling (compression x FIPT) with 1-1/2" plug (MIPT), Ford l. The property owner is responsible for any necessary adaptation or C-14-66 or equal. The property owner is responsible for any necessary on of water service. adaptation or extension of water service. NOTE: ALL METER BOXES INSTALLED IN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH SIDES OF METER BOX. ti PUBLIC WORKS 1 Y2" AND 2" WATER SERVICE LOCATED STD. PLAN - 320.2 + + DEPARTMENT IN PLANTING STRIP MARCH 2010 S-386501 STANDARD PLAN -302.2 NOTES: 1. LAYOUT SHOWN IS SCHEMATIC ONLY. ACTUAL INSTALLATION WILL VARY, AS SHOWN IN PLAN & PROFILE. 2. PROPOSED SERVICE CONNECTION IS TO 3 19BOEING APRON B SUPPLY LINE. MATERIAL DIST FOR 1.5" SERVICE (MOD): 1. 1.5" TAPPED TEE ON EXISTING 3" BOEING SUPPLY LINE. 2. 4" LONG X 1.5" BRASS NIPPLE WITH THREADED ENDS (MIPT). 3. 1.5" RESILIENT SEAT GATE VALVE WITH THREADED ENDS, SQUARE OPERATING NUT, AND VALVE NUT EXTENSION, IF REQUIRED. 4. TWO PIECE CAST IRON VALVE BOX. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION, LENGTH TO FIT, "LUG" TYPE COVER. 5. 1.5" X 1.5" HEX BRASS BUSHING (MIPT X FIPT), 2 EACH 1.5 " BRASS OR BRONZE NIPPLES 6" LENGTH, THREADED ENDS. 2 EACH 1.5"-90° BRASS OR BRONZE ELBOWS (FIPT X FIPT). 6. 1.5" (MIPT) X COMPRESSION FITTING, FORD C84-66 OR EQUAL. 7. 1.5" SOFT COPPER TUBING TYPE K OR BRASS NIPPLES (MIPT X MIPT), LENGTH TO FIT. 8. NOT USED. 9. NOT USED. 10. NOT USED. 11. NOT USED. 12. NOT USED. 13. 1.5" COUPLING (COMPRESSION X FIPT) WTIH 1.5" PLUG (MIPT) FORD. R=386561 1 ISSUE FOR CONSTRUCTION SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE I. v � Z S w . ACCEPTABILITY AA.. BHAMRA CHECKED A 737 MAX FLIGHTLINE UTILITIES -APRON B CI PROJECTW3441886 RT TWN 11.11.15 �.��, of w'sxl,�c �, THIS DESIGN AND/OR P. TSCHERNEGA o G SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE D. BALCH CHECKED 4� 4 A . APPROVED - is �� ww D. BALCH ONALAPPROVED aloe R. GWINN INUVEAVI Mm I I, ZU 10 "SUBTITLE UTILITY PROFILE AND DETAILS ,, oa oa DOWL CURRENT REVISION SYMBOL DATE W3441886 A 1 11.11.15 SHEET 11.04.08 TITLE BOEING 737 MAX FLIGHTLINE UTILITIES -APRON B CI PROJECT M502 ,1.04.08 11.04.08 SITE 05=YD W3441886 JOB N0. COMP N0. 01.06.09 MECHANICAL MASTER RENTON, WA DWG N0. 05 -APRON -B -M502 CD a - Z14 I/ 39eb sV/ cCD d 1J Z 7 Z L C a M M n D N O Z N � 'v CD C O CD m D I i