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Y <br />I' <br />II <br />AI c V!, 1� <br />8 �� <br />IJ11 19aGI4 <br />4xne I 1� I <br />Esl R - C© <br />Vill lIKIV <br />1Af 19617 <br />* <br />* <br />#E7 <br />HE#67 <br />RD. <br />WATER SERVICE <br />t13s FROM SHERBURNE RD. <br />RTHEN <br />RD WATER SERVICE = <br />FROM NORTHERN RD. <br />JEV'VT,NI, C!� exlsrN n- <br />8 SOLID SLEEVE o y 596#o1s .6' /c6 VSt N`; '� 1 RIX,IOEA R � <br />L j 1N ,„ OP a=` °= ,I 81 229iz'- BEND (2 <br />5 <br />Iav 1 s. <br />a <br />Ir, a s <br />NO 8�. <br />8"x6" REDUCE <br />fF <br />6" END CAP <br />12"A 2`x8" TAPPING <br />NTH 8 GATE VALVE <br />rws,NC "Ill <br />VW = 1ssa9 <br />t <br />90 78 <br />0 <br />ST 3C ° 6P <br />9323 <br />RD. <br />Egos 30' RIP. <br />KENDALL N 39 <br />E.(D TIVG 11 i <br />ti� F. f <br />J" � ALL � \ <br />h <br />S Ai <br />i <br />Er51NC !eH— \W <br />F 9a.. <br />Rn, zS 9!.EO <br />EO \ <br />I 9 If!'V L3,fi4 <br />i <br />0 66 <br />llA 2� � <br />1p <br />ABANDONED EASTING 6" WATER MAIN <br />AND REPLACED WITH 8° CLDI. WATER MAN- <br />D=5.4' 5.7 <br />5' L =44' L =43 <br />�j, ,rl L =43' <br />#87KENDAL KENDALL r� KENDALL <br />_NDALL RD, f RD j 1t RD. <br />RD./ / <br />— Is 'T <br />.�j <br />c' c <br />EX mG Ui 4 <br />PoM " I RIII < 19H -S <br />IN .- ] \1 J 19_1 <br />'NY t .I' INV i93J <br />LVE� I. PIPE <br />fr�dt 1 <br />B rn yn i H. <br />J({ <br />� � xsTING IiiR / / a e:o ^3 XIST1NG CS <br />E %STI oWL NM tf9 f6 �� ��J NA _ 19 91 �N; - t9469 <br />_.I- NC OJTI FT <br />wv= aoo - e� / 4 �` -SEED r <br />ct`a <br />12'T � N' -`�19r .6 f <br />T 2 12 8 °x8 °x8° ANCHOR TEE ao'Adc °biLJ� 8" 45 BEND <br />EiI :IN, cR 1 e-' <br />'"� <br />94 2. S B" GATE VALVE 80 GATE VALVE / - \ <br />eN. 833E $!` -" LEdI iIN CE <br />IV5 -, <A _ <br />NV l9ZOT <br />£EVE 8 "x8 °x6° ANCHOR TEE IV 19269 <br />6 4+, RD_ �� 60 GATE VALVE <br />KDDoa HYDRANT CULVERT CROSSING �� �_ �;/� G <br />R <br />Exvs71ro <br />TER MAIN D=53 <br />CB� <br />/1\ <br />i If <br />� <br />4 LF 8° CLDI PIPE -- Il 5 <br />3 LF 8" CLDI PIPE- <br />6 LF 8" CLDI <br />t <br />21.5-.� <br />0 / <br />\ \N, 9:0''x/ /26.5' <br />DETAIL J <br />NOT TO SCALE <br />CLDI <br />DETAIL K <br />NOT TO SCALE <br />PLAN- KENDALL RD. <br />SCALE 1" = 40' <br />u ' <br />„ <br />SEE DETAIL "L10 8c "L2° <br />�j A� L=31 5 D -5.8' <br />i <br />i WATER SERVICE ® 8 "x6" REDUCER ExhTNC :r., L =33' I f— N,xISIZOT:�I <br />FROM APOLLO CIRCLE ry aE?. v u -4.5' js3a INV 0J.16 <br />i nV - zoa.os <br />READ #6° g 845' BEND (2) 31' rENDAL I <br />KENDALL R:r! c :+ 1� ✓ #6t KENDALL RD. t2's f RD ! #53 <br />1/ I"V -ieuafi II/ % #55 �I % vERDALI. <br />I��� /'I "ICI 114 NDA <br />1 :6 "T !ART, =res.9e HIM _.. z3. 1 (md) £�, HIS.. /✓ <br />:hV 195.65 \ yT / /` / ..65 - -EXIS IN ._xISTING- tae. -- <br />INV _ 190 1 h G C3 - Ex.d:N 54 +1, <br />! 6 <br />^av = I :! <v = IIV 19 \ / eXlsl' Dr. <br />+t+ � .. <br />9s 0s airF zos.w em<. - :;ass - <br />�.� Rn� _ <br />uu - <br />96 + "' I <br />_ o M <br />'r'V -!_6.0 Sin <br />ImV = +5463 13 :f t' _ <br />il:v J ..3693 I <br />v. I "JV I <br />i Lgc3 6.13 <br />^i a <br />3 INV : �\ <br />.E <br />NV S5c <br />F£Ei � f <br />P z. <br />9¢ <br />\ t <br />'l i 1� <br />Rti z _ <br />I <br />L <br />0o a. <br />J <br />INV =' I� <br />.4' CM <br />° x I � <br />4 t <br />—3:a —r (! w,q°�a 2,_ / 1 A Cl �� [UV <br />° i� ' —2 G <br />i P _ <br />- -21, _— 2565 — _ —t'c —2S _ _ <br />�I <br />5S IT �---- <br />zX1 <br />/ I asr <br />IXS IN9a.29 4- EXISTMG S.1u p° pJ �� i. 16'T C& <br />RIP ---- V SLEEVE <br />� a+e <br />FXL ➢N€ Sava Ir w5 u,:.4 ' INt - 193Pe ��f1�1f 77 kv 90 �2`rji. \1 <br />.v > ts8a6 y <br />/ ✓ ( ✓t <br />8 °x8 "z8° ANCHOR ! ! /�� /Y1 4 J��ilm! 6. ° (TfLVE �, I. AaA <br />6" GATE `�' °'y�•c -Y�z KENDALL RD. _� U <br />HYDR�w+ ✓ " %r.rSF �✓p' /I: <br />D -4.3' GATE ALA C(3) TEE '\ m9/ <br />#56 GRAPEVINE AVE _ ]. <br />36 T WATER SERVICE <br />FROM GRAPEVINE AVE. � <br />i <br />I <br />C6 O CB <br />OD <br />/ 11 <br />39.3' 1 j <br />/ 1 1 <br />/ 34'! 1 <br />37 . <br />\ 33.5x. 135' ! <br />41' \\6.2\x\ 13.5 \ // <br />DETAIL L 1 <br />NOT TO SCALE <br />C8 1J B <br />26' <br />/ 30.4 <br />5.5 LF 8° CLDI PIPE <br />/ / 31' <br />6.2 LF 8' CLDI PIPE <br />\ / <br />\\ 12.7/ ! 3 LF 8" CLDI PIPE <br />\ <br />—30 =- <br />� x � <br />DETAIL L2 <br />NOT TO SCALE <br />NOTE: <br />* D =DEPTH TO CURB STOP IN FEET <br />L= LENGTH OF 1" COPPER PIPE FROM <br />CORP. STOP TO CURB STOP <br />** PUT 8" CLDI WATER MAIN UNDER SIDEWALK <br />TO AVOID CONFLICT WITH a BARE STEEL GAS MAIN <br />•'® i®` ff NMI <br />P: \1411 Water Blydhill Area C09- 64\ WaterMainRepMCement \Ae- Bullt \BlydHillAr"dwg 3/26/2091 10:28:43 AM <br />I�We 4-55 4 02!D <br />