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HomeMy WebLinkAboutBankofClarkeCountyRoundHill_5tifM ( 6 ) I I I 850 ------ ---- ----- A 1 .... . .......... 4' A fIN 84.0 -GOV T 840 C71 t 840 16" SDR-21 0 1.00 z @ 0.50 IJ 4 A 0 SOR21 U> <J LU 15" C[I F 44# 835 0 1 - .00 835 4" PVC S0121 to PV SOR21 0 + + + U (Z) — Q) C.., 0+00 014 E,- `q � ,! 00 Wes` (6 cam If< L6 66 1 tn 00 C� r< e< n clI3 41 — n co�, i.1-1 I Q.) -4 - WATERLINE 00 C* 00 + Z) + 0 + C + N-.. Z -) c) 1 ) !_�Ic) a- CZ) 00 0 >: Q) Q) + n + L 0+00 0+50 1+00 1 -1 1 11 11 1 /1\ ­!­ "�l -11" 11 1 ''t..4 ft th.. I H \ C6lNiTkAI FROM FIELD CONDMONS, I I it Ich wift METER BOX I:-,- as required Opposite Side Same Side k .2 (7 die schedule 40 Sti el 5/8`x3/4'or314* ire filled with conru to- 3' 3/4' and painted yolkw I- Traffic A1211H ;; ............ 7' 0 cr_ MC-30 (Frame) WITH RML-14 (Top Ulf 1. I Er dia 1,.tr MC .90 (Frame) WITH AML-12-T (Top Lid) concrete �0 T 1. DEPTH OF II 4H) TO RE SWWN ON PLAIM 7. * 4 X Ir SWOTH MMS AT APPROXIIIIIII "s AIKA MAY Be EPATWK " V"04 CASE encasement E-LIPTICAL PIPE concrete 'OK thn.0 block ROLLARD DETAIL direction setting to be apf: roved prior to installation as required concrete, pad V-6'sq. x 6" deep _T NO SPECIFIED DA THE PLANS WILL FIE ITT T_ 2. ra�Io tr 2"min. - 6* max 415tono screw type adjustable stone- stone to be minimum valve box of 6 above top of base locator REWORCING rg - N s. stone marker ; Ml�Rffilik alug. ----- ----- - mechanical joint swivel tee with 6" branch ---------- FIRE HYDRANT ASSEMBLY Figure 8 19 VALCO, Inc Fig. No. 71BOB with fid marked ,SEWER, bottom ssnrt, inn- - I of box I "DR is paskeled boll wya - : sanitary (scer note) Z sewer main SDR 21 east Iron cleanout cap wRh brass plug must be 6" from the top of the screw " adjustable box square concrete skid pad 201x 20'x 6" deep cast Iron cleanout cap with brass plug having a countersunk square head Panota Model PA4SV -GSK (4) SDR 21 - cleanout pipe brick base SDR 35 spigni by SDR 21 9a, ( elod bell adapter 35 gas*eted boll 45° bond \_ 61 stone bedding NOTE :It top of sewer main is greater than 15' deep, than wyo and trend to be heavy wall SDR35. SEWER CLEANOUT Figure 16 METER BOX and COVER METER SIZE METER BOX METER BOX COVER Opposite Side Same Side k Non-Traffic M32C-PW 5/8`x3/4'or314* 16 In. Din. — — 3/4' VBHC72-18WD-4444.84 V81­1C82-18WD44-44,114 I- Traffic A1211H W ar, CL 0 cr_ MC-30 (Frame) WITH RML-14 (Top Ulf 1. 24 in. Dia. Traffic MC .90 (Frame) WITH AML-12-T (Top Lid) meter box tot) and cover meter by �lm� ill � saddle with .... "t cor 7' oDrP stop 77777�� I' CTS polyethylene tubing I coupling (PE 200 psi with SS inserts (PJX FIP) C14 44 at all connections with SS insert and �SaTftLLO MIP plastic plug INSTALLATION NOTES; 1. Exact location of motor box assembly to be approved prior to installation. 2. Water service crossing street: a) Encase In 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b) Install 12 gauge Insulated copper wire (for line tracing) from corp. stop to into the motor box (wrap wire around corp. slop; wire to be taped to top of PET at 10 foot intervals; come up into motor box And terminate level with angle hall valve), 5/8"X3/4", 3/4" & I" METER INSTALLATION (4 FOOT COVER) Figure 6 COPPERSEMR meter Opposite Side Same Side k slzo-- _J < 0 'r 6� eEDDIKG MATERIAL AND C_A`�S I UACW�ILL MATERIOL MAY BE EL MINAT0 FOR SHOULDEZZ 5/8WW VBIAG71-i6WD,-44-44.84 VBHCa2-I0WD-44A4-B4 3/4' VBHC72-18WD-4444.84 V81­1C82-18WD44-44,114 I- VITHC74-15W644-44-84 • N/A - SLOT ItkET (D 13) OUTI.0 71 PIKS INSTAILLATICINIS, INSTALLATION NOTES; 1. Exact location of motor box assembly to be approved prior to installation. 2. Water service crossing street: a) Encase In 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b) Install 12 gauge Insulated copper wire (for line tracing) from corp. stop to into the motor box (wrap wire around corp. slop; wire to be taped to top of PET at 10 foot intervals; come up into motor box And terminate level with angle hall valve), 5/8"X3/4", 3/4" & I" METER INSTALLATION (4 FOOT COVER) Figure 6 J9 A LESS IN DIAMzTER eITH HzIGH- OF COVER 15 'OR LESS, flim- u A k _J < 0 'r 6� eEDDIKG MATERIAL AND C_A`�S I UACW�ILL MATERIOL MAY BE EL MINAT0 FOR SHOULDEZZ z I;i r, Lo ILLI r- z (0 NOTES U) IJ 0 ui SLOT ItkET (D 13) OUTI.0 71 PIKS INSTAILLATICINIS, W ar, CL 0 cr_ CL ------ ------ T 1. DEPTH OF II 4H) TO RE SWWN ON PLAIM 7. * 4 X Ir SWOTH MMS AT APPROXIIIIIII "s AIKA MAY Be EPATWK " V"04 CASE E-LIPTICAL PIPE -----------­------_-------- 12' C-C TO BE PLACED W ALL AREAS AWACENT THE EXPRMON JOAMrS VA.L AF`ftY MY TO 2- THIE 'W OACWAON SW" ON TK Si NOAM TO AWTTM COINCRIETE TO MVIENT MSM AND GUTTER. NO SPECIFIED DA THE PLANS WILL FIE ITT T_ REWORCING STEEL ---------- J9 A LESS IN DIAMzTER eITH HzIGH- OF COVER 15 'OR LESS, flim- u A k _J < 0 'r 6� eEDDIKG MATERIAL AND C_A`�S I UACW�ILL MATERIOL MAY BE EL MINAT0 FOR SHOULDEZZ z I;i r, Lo ILLI r- z (0 NOTES U) IJ 0 ui SLOT ItkET (D 13) OUTI.0 71 PIKS INSTAILLATICINIS, W ar, CL 0 cr_ CL ------ ------ T 1. DEPTH OF II 4H) TO RE SWWN ON PLAIM 7. * 4 X Ir SWOTH MMS AT APPROXIIIIIII "s AIKA MAY Be EPATWK " V"04 CASE E-LIPTICAL PIPE -----------­------_-------- 12' C-C TO BE PLACED W ALL AREAS AWACENT THE EXPRMON JOAMrS VA.L AF`ftY MY TO 2- THIE 'W OACWAON SW" ON TK Si NOAM TO AWTTM COINCRIETE TO MVIENT MSM AND GUTTER. NO SPECIFIED DA THE PLANS WILL FIE ITT T_ J9 A cL�n k _J < 0 'r z I;i r, Lo ILLI r- z (0 V—) ii C:a U) IJ 0 ui W W Z. W La_ W ar, CL 0 cr_ CL EIJI VRW n