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HomeMy WebLinkAbout8" WATERLINE EXT. TO SERVE FISCHER SERVICE COMPANY C . 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I_�ii,ti 1 - / • ____ ® iii�i�i�iii�iiii�iiii�ii��w������iiiiiiiiii�iiit 41Ts pt_+ '��+l+r■'r!PA wn 'w a.ta i► a. �i c -.- -I fl r r %a:a , �® ���a: � a �r�a ear -i���i�����������������iii���ii�i�i�i�%���1!!�)•��a�it�i-_� �iG1i c r//L-i►X '+�P »�9r3�7!��V/7ilJ%l.�/'[.S!_.7AJ f -.^.7Tr?fIRL� 7l�^'�..!'7 . �A�JT. .1i�{a :..is.r�.a��o ss,w�a®®� -�_�Ys- 1 �f.Y.!ir_ . jjaak1 Scod to bs c!eon bank sand', free of large cloy lumps, orgcnic material, and large rock. _ NOTE: When authorized by the Engineer trench ///� j�� /�,., �- 4'- _0" MIN, _ EXISTING CONCRETE *PAVEMENT bank•, may be sloped from 6" above r s � h ME'TER BOX -BROOKS top of pipe as shown. SAND BEDD;NG FOR 39COPPER OR PV.C. SERVICE LINE MODEL 36H, OR EQUAL 12 12 11 U METER P.V.C. PIPE . 6��,^ „• p V • °u L e J' WATER MAIN /� \\ /3/4 x 5/8 . „',: ,� onrvwn 1 cent en .IIJ •� ___+ ' — „v ,,.��a- v�l",��v �•„•. VU Ttt�, VU TIL° 1.111\ OD TIL„ IW In. V{J TI(^" i - 1G REGISTER TYPE MAX. OD+18°7MA" OD+18' MAX. OD + le' MAX. OD+18 OR EQUAL - — i 1:2:3 H,E,3, CONCRETE 3/4' CORPORATION COCK ` / MUELLER NO. 15000 3/4" CURB STOP / \ n ' OR EQUAL MUELLER NO. H-15275 - ' \ ' ` 'G� - r. / a - OR EQUAL HAND PLACED �o o d HAND PLACED SAND CEMENT STABILIZED „ HAND TAMPED HAND TAMPED COMPACTED BACKFILL s TYPICAL WATER SERVICE _CONNECTION _ r EARTH EARTH , TAMPED IN 6" LAYERS O 2 6-------_ .NOT TO SCALE ., Q e O _ ° I/4 D O 0 _ 1/4� f NOTE: Service connections to 2" cast, iron -- - v 90° r 90°�� ° • p MIN, OD + 1211 ADJUSTABLE - - - VALVE BOX ) pipe will include -service cramps. - "' "': '� _ CEMENT MAX.O D + 18" "--STABILIZED , CONCRETE' PAVEMENT v G G SHELL 1 ORDINARY CONCRETE_-. FOR - � ORDINARY "'"' CONCRETE PROTECTION ' EARTH BEDDING PIPE CLASS'B CONCRETE o X tC�TL _ FOR HOUSE SERVICE COLD PATCH SPECIAL BEDDING EXISTING 3' 0' MIN, " BACK TO SOLID MATERIAL - _ DEEP CONNECTIONS PAVEMENT BITUMINOUS MIX CONCRETE THRUST v BRACING r- GRAVEL, I Cu. Ft. „� ,� J= rr=nr./;•- ,.,„:L 11/2"MIN GATE VALVE o. �° s o: . NCRETE ro - o „ NOT TO SCALE ,,. .©'� EMENT r °o• --�_ Boa '= CONCRETE BRACING THRUST eo'r °O. n' z) OMPACTED BACKFILL P. < ° D D c o + I 6„ D o ° —-- TAMPED IN 6 LAYER (� � T Plae -- ,°• u o o..p "' - _ _! SLOPE \j PAINT EDGER OF _ _ _$ r ul 2% MAX. EXSTING V MENT INrlo/PLUG WITH RC-3 or RC-4 7✓L o M.,,___zAS HALTTEE CONNECTION TO WATER MAIN -'"' "8" CONCRETE - , ' - C ALL BELL ENDS PIe"x 18"x 4" CONCRETE PAD ,;, ___ PLUG BITUMINOUS PAVEMENT - cc TYPICAL GATE VALVE & FIRE HYDRANT INSTALLATIONS ' } A TYPICAL PAVEMENT REPLACEMENT — -- -- --- crl SCALE: I/2 - I 0' NOT TO SCALE '`' w �� - 0. TYPICAL_THRUST BRACING: PLUG %1 0 1 1 ti ' NOT TO SCALE Cr T PROP R z J E Y LINE . TRENCH WIDTH O ( n� '= CONCRETE PIPE PROTECTION r7 3 LONG WHEN STACK NOT USED U O II m I I— D + I2" -•( w v=+ O 4 NO TES I. Plug wye in stack or main when service line \ o . A S ,o A .N a is not laid to property line, -L 2. Js stock o s n at main when 2% slope B p - e r teepe -M B •.O .o - o KF- ,1 ., ''I', IS, is exceeded. t — a + HOUSE �N—N — ta TYPICAL S CONNECTIONS N m SC .:.a/4 :II_ 011 -.. :/I o, ALE Dcc a \ ' LATERAL / ° p p A. TEE CRANE CHICAGO M a HOSE VALVE o ADJUSTABLE VALVE BOX Sara both ways Ti t 12" o, a . - - - , . �• • = n Limits Payment For Connection to u SECTION A -A GLASS 'C" CONCRETE N CLASS °B°CONCRETE Gate3va� ee separate pay Item. — SECTION CONCRETE THRUST Z BRACING r brick manholes less than 12' deep, STANDARD STACK 3°GATE VALVE SMITH -GLAIR #435 n* walls shall he 8" thick, For - -- i REDUCING TEE CAST REDUCING COUPLING PLAN manholes deeper than 12', that PLAN SCALE: I' C" portion of wall below' IF' shall -- o P. _-- be 12" chick. 11_ r-u,-rnzn,: e; <pr;urn rg 3° PIPE OR EQUAL 3" PIPE ! I" GALV. PIPE >• ° ' Use G.M.I. BELL REDUCER BROOKS DUAL CH MUELLER H-10890 o t -i forlinQ oiler size or existing METER BOX rMETER COUPLING or equal WATER MAIN n ° or equal - STANDARD CAST IRON MANHOLE STANDARD CAST IRON MANHOLE WATER I COPPER OR P.V.C. FRAME & COVER TRINITY ,VALLEY FRAME Bi COVER MAIN PATTERN NO. 672 OR EQUAL CONCRETE' CAP I ' CORPORATION COCK �90 o`e i CONCRETE CAP MUELLER NO H-15000 OR EQUAL 1/2" CEMENT MORTAR VARIES VARIES ( 2"NIPLE —') OR EXISTING 5/8" SERVICE TAPPED PLUG I" ' TYPICAL CONNECTION TO EXISTING SMALL WATER- LINES ' NOT TO SCALE BLOW OFF DETAIL --- 3;4''x 5/8" METER, ROGKWELL NOTE: Ranger as TRINITY VALLEY IRON & STEEL CO. requ(red SEALED REGISTER,TYPE Necessity for use of OR EQUAL STANDARD CASTING -- PATTERN N0. 1684 OR EQUAL this Section will be t,.d�.-o.o.°t pip. ___ I°.a" 22 PLASTER = ,. ,,,engineer . �-•r-,-.... determinsasbihehe >`'i1 0 .c MUELLER H-10205 "='_ progresses, Fun r°d.a,ned. sne a ' ,,' o. _ construction 3/4°CURB STOP or equal o.e r °'° ° "> an be metailsdhbreof him 0 x 2'-0' SLAB 6 'o,e to may conditions y u o,'v .12"or over - Z MANHOLES MAY BE • .2'-IO' LONG • b.— _ - _ _ r -.,.'O o..`° ancountered. - a PRECAST CONCRETE TEE s °a; C-200 + OR FIBERGLAS DUPLEX WATER SERVICE CONNECTION 6 PLUG •4 ID or lee ., 0 C-13 On:: o N ~ SCALE I' V2"= 1'-0° of o " Ungraded washed shell / o 0�•0, Q 0 ' d. 4 _ _ A dimensions , t are o here are A p' ' 6' "9'A-, p G m �'�-- a -Flo°r4 with E"boor do V�'+ I O 1/2'CEMENT NIOR-:-AR CAST IRON MANHOLE varied as ordered by the e JA of n mw x 4'- 0° w F PLASTER FRAME a COVER ._ /GLASS C" CONCRETE t n e _ S" C LEANOUT a engineer. F;n ,v°ee oet,x do°r = WQ r v N ° Spreaders-2",boards as m W ---•-s a ♦ u .2 > o N a TAMPED IN 6 LAYERS J n 4 x4'Stingers F, H W a o a ° ,. ,. P a. o.• o nece sary .,. ,'•' • pLi�" : � \_ COMPACTED BACKFILL +s '� . • c• �' 4x4 Sills@4 "' ' v \ - w = 2 " w - , ' Ail lumber shall be secure) nailed a b GLASS -ES GONC. o w� I 45 WYE BRANCH u '' together withat least 16dyNails. ba a \� m k 8" 4'- 0" zm 6 0 I IN LESS THAN 3" WET SAND CONSTRUCTION' FOR PIPE SEWER 0..`\\G • �, NOT TO SCALE I/4 BEND ? ° ° d I2' I CLASS 'A CONCRETE e ' ° a e ` • • 50 \E B11 :. •; ..� a•.. p.°- f p _.w. a"I•i'J.d .O __ #4 BARS AT I2"OC 4 — - PLUG _p nl v' I,1 '.r•. • - • -r."° li o ,,.' J * BARS AT n 1 .o- CLASS 'A" CONCRETE 41, 0 C _ \ "4 Bars bath ways of 12" o.c BOTH. WAYS \\�' SECTION A -A SECTION B-B STANDARD MANHOLE DROP MANHOLE SECTION A -A HALF PLAN ELEVATION END VIEW -- SCALE: 1/2 1'-0" SCALE' J/2' 0' p ` SHALLOW _ MANHOLE CLEANOUT DETAILS STANDARD WAq� 9 ER p, Q SE�IVE(Z DE 1.�aAILS = I - O MUELLER H-15362 3/4' x 3/4" "U' BRANCH or O SCALE 1/2" = 1'- 0" SCALE 1/2"= 1'-0" I DATE SCALE SEPT. 1984 ii. H. CARL S SMITH AS SHOWN n ENGINEERS AND SURVEYORS, INC. DRAWN - JOB NO. rP.O. BOX M 718 S. BROADWAY 1819-84 CHECKED ( LA PORTE, TEXAS 77571 SHEET Aka I I of 2 2