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HomeMy WebLinkAbout8" WATERLINE & 1-1/2" SSFM TO SERVE GAS INNOVATIONSL] N w p Lj a o w =m Z - Z d m 0 0 0 s 0� 0 a UJI 9 Q z Z N N W Vi m w � ap w - z ao O z z o. 1.. CNI m OW u1 0 0 QJ a¢ Y N S � 00 N eOOZ�Q r;?IQ-In`- tf>�ZOO 0 C7fncO-a-, i ,I l o�:a •l�0 DETENTION POND.e..00NC- eQo��P DETAIL �Qeo� \' END PROTECTION Proposed 4' CONC. END PROTECTION - ��lb �00 ^ T- -GP�h On' N.T.S. _ ^ P�'l GP1,y oOry. _ ,e 6�a F fiJ, •j? �O G' 'fi�f1� -- IIT-DIP GALVANIZED TRASH.. ?O G. o� fi fi P o RACK REQUIRED.- �� F:' F • o 12' HDPE /,H o- 2 �\F GG• boo f �• ��' G �o __ -- fih" . fig° G� OP G O a : i� / j - �- a 8 - r 0 FND. 5[8"IR SET 5/8"IR FND. 1/2" IR ° S85'04'Ww-3.44'' z Y 2" BLOW OUT _FND IR E� o SDI 5, R °d W/CAP N00'20 W-0.32' . 5/R - _ r " r �, a, 01% ♦" - (DISTURBED) 2" LOW OUT �4 w A >" ^sFND. N 89' 8 03 E-531.68 �. �• ® POWER �' ° ^ °5 10 WATER EASEMENT ° 10' WATER EASEMENT �1� � xI 15' Gote sh `q1r ♦aR I . ¢< N LIMESTONE DRI WAY �>! �` P ry POWER S ®e OLE PRONEWPOSEDFENC/SweT q O fi� C9 S .' fi.• I LIMESTONE DRNEWAY `°s y I- x \ / I,. .Ir k,�. gel ^ x G' u' fi i I °� a w^ ♦9 20 s too' / a fi ` EXISTING �O ♦+ Ha `° ? I o / �O o SEPTIC FIELD O� F GUY ®•? / I10 100.00' Z3� 100.00' o / `p a S ABANDONED OQ V o°. ♦4'° 0� o o // o�5e P` 'fix, FENCE TO PROPOSED Q�FQ 1 94 xl ta1 PROPOSED �GF ® ( x p w/Z tir / ��F CONC. P KIN(P \h aT ♦9°� fi,II�°'- CONC. PARKING �� �0�� �Gk C82 x,•P ° vw // ��Q��Go `0 BE REMOVED , . G %� O�o4j o� * °fi I d / EXISTING pP \o �� g 0 ,° " EXISTING • ..' • ♦ SHEET 0. o ^i-i'G• N _ -/ ONE STORY 50' F9OPc.. '�h,`o'o _ .� DR IAN © - 20. I PROPOSED o G• G o ." ASPHALT PARKING �j x _ x"^d - a • ''F�'••.' „$ r\G• a 1 0 o y - J�t� Q' t- 100'I BLDG. EXTENSION o fi. x �+/ / CONC. BLOCK o0o Q'Qg LOGO ^ . 10 m x♦° Gv �.�. a`' - o b BUILDING h.o�'�. Q F• �• MATCH .. b DITCH " 'CZ'4, h Q- °� `1''� 0 / d O .• o ^ P I oa . o G G• o EXISTING PVMT.. n .� o ^° �v I F.F.=20.80 q"♦ rn F.F.=23.89 v�ORy�'�. G. ? " vo o ♦ \�02 �^ . s4', .. W' ..:- Z P��O ,3+ ®^ /.A�'' GQy V 4F' �2`�O _ "^''' : ♦`1' _PSI - Oo ♦'+�' Q. ° G\ ♦• A ' s$ GQP o / o OP X� '� EDGE CONC. n°2L p G0 ,0 \r\GGQ • ^ KATHLEEN BROWN CE TO STATE OF TEXAS " o gGg OQ I .♦oY >o (0.75' sourH) ? y 9 o�/S/7 �/ ^0 e Q' H.C.C. FILE No. 1 73319 ',� •-, 9♦ 1!- �OQ\ r / r - ci//Ft�(D. PUNCH ARK ♦ 9qx C~C 4�'p. APRIL 2,1954 �': • x' a?, I o. O xs'^ os CALL & FNDt N 89' 58 03" E-410.05 ♦ s^ a ' • I I REFER CE BEA o.6 4` x°, 9.1 0.6 6 CH K..FENCEJ ' J r c� I i 150.00' FND. 220.95' / FND. 189.10'FENCE CORNER 21.53' ♦°� ♦°: 66 s , x"^°r\• / Ve C� (0.4 INSIDE PROP FENCE TO e- Z FND. 5 "IR o o cORNER ^ ♦tr FND, 1 2' IR o BE REMOVED P ♦ O .. I' o / PROPOSED (os sounl) x &i M D o x♦tr PROPOSED S1I'51 E-0.12' ( m R=2s' ti < G a L5 01 v CONC. DRIVE ° _ °♦ a CONC. DRIVE q. J�\p e o GO� �p g Double 20' a °♦ ° x♦° QO 0 �b / R-25' W ^ I C �00 EXISTIN c\ v ." •0'•?a fi> I ( 20.5 W 20.5 20.5 ® 'fC,.OS, / / ,P'° �`�•. •'O - I .BERM ° x♦trfi x^' \�� n x♦try. a' aFp iO 0QG. `,�d• �"' �� . . =20 w ♦m Q of 2" 0� ^ / 0, Q \1+ ^♦ ^9� fid �^�GO\, o Co �01 ,p 0�`' _•• •. Z:to N Ci o I.E. 17.4 ® _ .e• OF, a h M^04, W I \C\� �h1.6 �vQt� /QQry� �- "�-< _ x�,`� 5�,0 . GZ• GANG• 00 ' IW -' :: a 1,420 ACRE TRACT s �� ���� °a �'y1ti Q ,� �N°o� o �o G. e� I t I V ♦ z O `9n^. "! , ♦ ' ♦� ♦°�" .!:• 0 �,\ x, ro �,45\�J6,j, QP' 0 o I O� ,yQ). •�G� \�G•��G z n - O G O d> �� GOQO. `gcfi <.... r •fi' OQ ." p I "! °' P q0 -1 {y� .°' 0.0 Z G� 6 V u� e P o x♦tr ry\ ♦,a O 0^ _I !� , '� Gy I- R=45' ♦e o 0 Q _ x♦°�'' p ci O, ¢ x^tr°' \C\F' tn,I-�Gj� °° �Q'2`• - - OQ- AzF 'O' x20.0 iz% Q. ^°*^ ) r, a ...; .• (I Zg CB4 x a G oQ*,/� / " �05� J. .ti / ♦°'� Io m r 112.0 CL 12.00' x ; e: ^9g^ ^ a -. Q,o .+•,••;: •¢• II 1 n �:' x10. .tr. QQ�' x^°F o-.'�• 0. ^0' _. G`i�/ a '•e.• ,Ad''��.GO�,J� • x,t,. o O moo_ `try �eT' G\,. S OQ� ONG• e. J / GO ND. 1 1 QOF / �oQ \ oG� G $ ^ :' ' I i ♦°° FND 8 52 T C45 N6 FND. ,3 IP, i :a • T 5/8 IR ♦° xfi .. a^.: I 4'39 0 63 s r W/CAP CALLED 0.0098 n• I I TREE LINE H.C.C.F. S404378 ci FND. 5 8'IR 5Ft" ENO as JQg ♦°' o I W/CAF 2021 rp 0.5 o aq / ^°• G\O� e,. mod' G x NII O is °GQRnvy00 • z1• I 1 y Proposed 4' CONC D• 1 •,TECTION B� \.�(''t\ i ^' y ._ x fi. fi♦ - �.'. e 5y,Zjci' °$' :I. I}`O O :j+ R.v. a '~ • '> QOSE0�rc r�o°P \\\\ r GO CARRIE NORVEL TO STATE OF TEXAS NO. VOL. 2768.PG. 586 H.C.D.R. Called 1rv°' A �0 C Del: 13'40'43" ^°� I Od 1° '< y:,. FENG P�K �r2 Iy SVOp6 \\\\iu'ps 1 e MARCH 23.1954 ^° ao6.42 43 WR: 3o; .:. ::. .. LI II -G^� I p a , \� - � \AR C...6,-: GZ�$�yNG�N0/M1\N� �0. S ,rpoA, 11 1 - ^03. �-\SOP- M - '.�.'.A. ` a , \\\\\�: \\\♦\�\�\'A \ ^ �dti - ^°� .. GG�G Q�Ac . ` ZLC: 9.05 Non -Tangent UTVe Ii ,O^ �'v - \R o. 1 ,• p DEL: 13°16'48" fl ° ENb1E. o\f�Nl ♦" S\G� 1 fi \\•:4 : e tF L 8.81' �r10 a e 'e R 38.00' i ARE 3y ;i e GONG�G(O\C1 Z' p• i r e. : '.j Via; \\t fi.� .,os°♦ �� If►�6 CD N 060 42' 43" i c� ° G� tr°` i PFZO\ fi� dr a ^. \\�"\ 'y ,e 00 h� LC 8.7 ° �i i ° pS� e e e 4 . , a< s! w „eP Dg\ �O [CONCRETE PAVING °, ♦° END CONC. I a ♦ i MN. Q GONG' ^ a P #4 4 C-B/W I _a _ M Z\G GE , . r ° < '• e • " �. e . d y� °^ < Oo� 0 04 GO\O Ay P @ 28C DAYS O PSI @ 2 ❑ W I� F- • O e pP < .e •h4: e y NG• �fi y� ♦4°°a METER POLE no 4� fi� C rQ �e c y� e' Q. U Q GG I �\ N o ♦° d ho P• tT• fi FND. TX -DOT CAP z 6 Q e r i'11 P� IN . CONC. N x ^<p aS��NG p Sq d " e •" ^ a e, A. \SZ\NO 'E fig°' ^ o - tr� °g" �` 4.. />^ 'A < fig♦ fi4` ,P .1n e• 1 ,� ^y9 1 '�� .^• V ..a. a e e . fig < ^ !J '^ ,e ' a 9g "♦� ^° g fi` STABILIZED SUBGRADE m( ' ^ k xg Go ^°� DETAIL g♦ o "4 i p ♦tr TYP. PAVING SECTION N.T.S. g 3 ".�' QG�� �C PVM'S. 20.5 BERM 18.5' W.S. 20.5 CO 1 4 l O p GO L GGN N ........_ � $ 4 fi♦ "^ J SINN r- ^ \A IM 16't 5' TRINKLE I6't CHANNEL ^ g ♦ fi' � O\- O 1 G N �• DETAIL ^ G O � DETENTION POND lop "`^e N.T.S. DATE GOO �N 4. 4 DETAIL GONG' CONCRETE RIP RAP GAS INNOVATIONS N.T.S. 18005 E. HWY, 225 DRAW LA PORTE, TEXAS REVISION-03-01-05/ DETENTION POND NOTE: THIS SURVEY DONE WITHOUT BENEFIT OF A CURRENT TITLE REPORT. PR❑J TX DOT Q= CIA A= 150 x Frontage 1= 6.76 2yr 11.89 100yr C= 0.65 2yr 0.90 Imp. Allowable Runoff N.T.S. 0 10 20 30 60 90 r rcvry I rwc >- Hwy. 225 484' = 1.67 Ac. Strang Rd. 266' = 0.92 Ac. - Use Total Area of Tract = 1.42 Ac. 2 yr Q = 1.42 (6.76)(0.65) = 6.24 cfs 100 yr Q = 8.42�(11.89)(0.90) = 15.19 cfs To Detain = 8.95 cfs 12" Restrictor 2.5' Head = 6.22 cfs 1 hr Detention = (8.95 cf/sec)(60 sec/min)(60 min/hr) = 32,220 cf DETENTION VOLUMES DA1 1,625 cf DA2 874 Of DA3 400 Of DETENTION POND 32,000 Of TOTAL 34,899 cf NOTE: • - SHOWS LOCATIQN OF ELEVATION EXISTING ®o - SHOWS PROPOSED ELEVATION 1. THIS TRACT SUBJECT TO THE CITY OF LA PORTE ORDINANCES. 2. LIES IN ZONE "X" AREA OUTSIDE THE 500 YEAR FLOOD PLAIN FIRM NO. 48201CO935 J, DATED NOV. 6,1996. 3. BEARINGS REFER TO PLAT NORTH. 4. IRON RODS SET WITH CAPS OR FOUND AS SHOWN. 5. ELEVATIONS SHOWN ARE BASED ON NGS 1929 MEAN SEA LEVEL 1978 ADJUSTMENT. I, H. CARLOS SMITH, DO HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A SURVEY MADE UNDER MY SUPERVISION, AND THAT THE FACTS AS FOUND ON THE GROUND AT THE TIME OF THE SURVEY ARE AS SHOWN WITNESS MY HAND AND SEAL THIS DAY OF 4 IXW67" H. CARLOS SMITH �, 9F tiF > TEXAS REGISTERED PROFESSIONAL LAND SURVEYOR f@R�9 1'M MCARL S SMI 12 .•x eq M... BERM f� 1 8 20.5 U '1 SITE PLAN 9 a N m W w �] Q O p Q Q a N a w N Q � N m N W w m j //. = 0 IL z Z - 0 a N 'm aa.. I• N m - ram¢ _ 0 O E _0 W{� I-Z=� o¢ Q.If W R n 0Za <= ~r — Ln W i h_y Z o J oQQo�p�' NC9VJ�f-' L i i 1 (b Q Z - 4� SITE - STATE Gell HWy 22S _ o' 0 z Spp� RR d- LA PORTE w c APPROVED: WATER LINE PROFILE SHEETS 2 & 3 CITY OF LA PORTE: SEWER LINE PROFILE SHEET 4 DETAILS SHEET DIRECtOA OF PLANNING PREPARED BY: Signature(s) vai'd for 1 year from 3 8 D5• Tga H. CARLOS SMITH ENGINEERS AND SURVEYORS, INC. 0 P.O. BOX 529 423 N. HWY. 146 LA PORTE, TEXAS 77571 DIRE O R O F P U B L I C W n R K C PH. (281) 471-4226 FAX (281) 471-4228 5 m w W z Z_ a mc gm w. G G a ¢ o m z z $ '' CA C Z a o• z �m o Z) ¢ Q 0 m', ¢ ❑ a o a 06 W a a = CJ N Ill a ¢ 0 O m =� '_ Z W^N a 0. N > N Fes- Z t3 C ® W Z = ❑ CC ¢ i Q J CC p V) gyp! < n taOZQ� Z . N u i I- In zQU. 0 NC9Vi°r°N NOTES: 1. CONTRACTOR TO NOTIFY CITY OF LA PORTE DEPARTMENT OF PUBLIC WORKS �\ AT 281-471-9650 AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION. \TrtiG, 1-8X6 TEE 2.: CONTRACTOR SHALL NOT OPEN OR CLOSE AND WATER VALVES. THE CITY OF +18.33 `q 8\ 1-6" GV&B LA PORTE DEPARTMENT OF PUBLIC WORKS WILL LOCATE AND OPEN AND CLOSE Ltl DEBRIS PILE FOR c �O 21 t7 +20.37 'QO,p /y 1-F.H. ALL WATER VALVES. Z I, / F r S l�.l T ,9.03 18�66. i6 OCFC i - 20.0 ,.73 - Qj� �S�O •� 3. CONTRACTOR SHALL NOTIFY THE UTILITY COORDINATING. COMMITTEE AT LEAST 48 J �Q 00 iQOA �,cc o GO00 19.e7 HOURS PRIOR TO STARTING. CONSTRUCTION AND SHALL COMPLY IN ALL RESPECTS }1ae5 ,a.82 + sz OtiC OS oAF� 6 6 3.89 ,c\ �F� FR / y WITH O.H.S.A., SECTION 1926.651 GENERAL EXCAVATION REQUIREMENT. '9C 18 A� pF`O. �C6: 1j2 C, 20.0�0 z1'g5 uiQ S �p 4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF LA PORTE STANDARD ORES SPECIFICATIONS AND DETAILS. i- CALLED 1 " 1 LTD, INC. t0. + r�, s so 00 7s3, ti 1s.9a 42 o� 18.93 !• A q = d' GRANTOR: E pco ON YOUTH Tip , j EAD +1s.z9 GrtiJ�FR '� �Cy ro j°c� +zo.o4 60' ORE & 20.05 CO�OO TF SC'y �Qe r APPROVED FOR CONSTRUCTION BY CITY OF LAP PORTE: V TEE 4378 �' ^ OVERH + N S R\ F '1.' 0 E GRAN C.C.F• S40 199 -7 %' ,� SIGN 1s.a6 CF 1s.9�9 S'Soo JACK 8 W.L. AFp H.�� METAL G� 9jQ+19.56 � DATED: APRIL 14,• J EXISTING 1 1 2" PVC SCH 40 �A� o c CITY ENGINEER �- DATE rtiJ FENCE1.OUTH) pROPOSED o.3�7�RSAN. S� R FOR�MAIN I'VAtER PROPps te. TREE LINE �/ � TREE LINE ______.__ \�s ` -- � 10' WATER LINE EASE NT � � „ 1 a<o AF EXISTING 8 W.L. UNE EAS M ,,..-� t e t� ��o_------ 19.53 ® S�Le 19� R C\Q, PR PO OSED = s3L" ore 19.9s 1a ,s.69 G+G F 19.87 19.82'� . f }- ® 19.48 ��. 10' WATER LINE EASEMENT " W-272.06Jf 20.,- f 4.3ff W-1.57.55 19.40 �o q.,3 noF'j�l S 50' 33 FND. S 50 36 38 19.9a �� -� �m 19.9 \ c : .Z 19.34 O\i`C/ - 17.74 8.47 + TREE LINE n � � I � Q F TREE 19.30 0 20.07. 18.fio } TOP SLOPE LINE (� 19.89 TOP SLOPE n o 19.05 020 7 ,Z 1-1.35 REMOVE EXISTING BLOW -OFF & S 18,6 19.01 N � 8s 65 N �; RELOCATE AT WEST PROP. LINE C.L. H 1-8X6 TEE_ o - 18.e^ Cu�"C' C ION CONNECT TO EXISTING WATER LIN -� DITC 1-6 GV&B P. OTE 16.63 1-F.H. m - 3"s• .es- o.z�,4 R' PR - 16.59 0.36 f " C.L.' DITCH C.L. DITCH 17.0 _ PROPOSED 225 f 8 PVC !OP 16.25-----__ . _ -- PROPOSED _ C-900 CL. 150 WATER LINE Stop 1s.81 15.81 ,7.00 _ 24„ RCP 20.50� CONC. END CONC PROTECTION 20.54 zo.7s PROTECT ON J SIGN- POST _ �P, 20.22 - 19.14 gS' - - ` - _ 20.66 20.63 18.92 19.06 J D +21.04 V ' .Q`� \ 20.73 TOP SLOPE S _ 20.70 20.76 20-90 19.51 �' D • f+21.01 I II I20.68 20,72 • c v a u ' io.92 v EDGE CONC. 20 a V '' v CONC. F T .,S, P ' v � -III I. 1 .. p 20. v .• � v, � " v I I I i �� .. a v \ \ J D ® / d . D•_ .. J �. `.._ v..222 22.19 V 22.721 22.7 CONC. PVM,.y. v BACKCURBv. . . v SIGN POST � 1222.33 .70 v , 22.2222J1 V \ v•p .. D v _ K � J v - D• 22.12 J +2.61 +22.43 • D 22 4 v 2.21 22.64 22.49 A - .. I I.. BACK CURB zz OP SLOPE Qv • •' IIII' IIII I I I I "CONTRACTOR TO VERIFY 15s51s.fio LOCATION AND DEPTH OF EXISTING 8" WATER LINE & EXISTING 1 1 /2" FORCE MAIN SCALE 1 "=20' 545 5400 4450 4+ DO 3+50 3+00 2 50 2 00 150 100 0 50 0 00, U- O O Z N # C, O m W W jp 10 N �' s _ Z Gi 1.,_ N z28 3 x wl /! W _ MAIN AIN IAIN. V B RY 60' /- BORE & E G 8" _ : JACK 8" W.L. ISTI W.L. O -I I W _ PROPOSED 43 ' f,B P C U C-9 0 C . 15 WAFER WNE Q r' - t 5+50 5+00 4+50 4+00 3+50 3+00' 2+50 2+00 1+50 1+00 0+50 0+00 • � f • • All Z O ry G .. =E i Lo Z N X W � -r r IL Z ZW� W p 0- CD U O -I J ^. • 4N W O W a w a �' LO !L La N N w O W , 0 �7_ Q DATE-"12/31/04 JOB NO. 3551-04 SCALE: HORIZ; 1 " _ -20`. VERT: 1 „ = 2' DRAWN: BF CHECKED: CHS CAD FILE: 3551-04PP SHEET: 2 OF 5 otS W Q G W O n. W -tn d Z6 X N O W S J Z_ OZQ'Q O Cco 4 0 v- M NOTES: 1. CONTRACTOR TO NOTIFY CITY OF LA PORTE DEPARTMENT OF PUBLIC WORKS AT 281-471-9650 AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION. 2. CONTRACTOR SHALL NOT OPEN OR CLOSE AND WATER VALVES. THE CITY OF k LA PORTE DEPARTMENT OF PUBLIC WORKS WILL LOCATE AND OPEN AND CLOSE 'g9a , F/Vp ,as0 S ALL WATER VALVES. 3. CONTRACTOR SHALL NOTIFY THE UTILITY COORDINATING COMMITTEE AT LEAST 48 8S2 OTHOUS PRIOR O; 42C0 \�O�OvCN OMPLY IN AL WIITHRO.HS.A. SOECTIONTI1926.651TGENERAL EXDCAVATIONSHALLCREQUIREMENTL RESPECTS S�No --OQgp GP\\� P0�\�\S 6\ �$ 4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF LA PORTE STANDARD Q 39F/ >> S GFtFN�EE'• �F 54� 4 1gg SPECIFICATIONS AND DETAILS. �jC,gp S k�a5o OP��p APPROVED FOR CONSTRUCTION BY CITY OF LA PORTE: ctj8 /R o 0 0 l (y) CITY ENGINEER DATE 22 ,95g ,abo RFF { l oh vNF _ / 0) FNO z GUY 5� 0 1g.63 GUY �ga8 _ ,a3a \.1- Fi�rO CONC �2 C8'/R PROPOSE�SEM /�� 2099 of 99a FN Y/`8WI1 - PROPOSED 9p 10, \NNTE '— w�tc, 3 GUY WIRE ACHMENT 10 WATER LINE EASEMENT 04H.C.C.F. No. J285701 _ I _ _ GUY FND. S 64' 11' 13" W-212.7 T PBSLOPE Zo. 20 3 14-1 <• STORM M.H. a _ �89a LINE —• I) � C'�7,92° �a�2 ,a50 TREE s Zo:e2 RELOCATED ,gsa® 24 R.C.P. m Q ZOa1 BLOW —OFF 2on5 N� M�F ,920 CONC. END ----' _ _C.L. DITCH �a T R PO F PROTECTOIN - • 2° a, N C, OT 0Nc cqp O� • _ 2°8, Q ,eta 3 _ _ ,a ze 8� `SPROTECTIODN &EXISTING 1 1-8" GV&B 2°9` \�2 1a9a TOP SLOPE 1-8X6 TEE 1°9g ®2oao POST �eea 1-6 GV&B 1—F.H. v .., 2og9 ®SIGN 2029 ®SIGN POST I I I I \ EDGE CONG.. Zp22oa3 I III , J c j v CONC. \,PVM'T. e , v. I• I I I v ,V./ V / IV / IIiI.V. 2201 '' v < II / Zz. *CONTRACTOR TO VERIFY BACK CUR 2z�9 LOCATION AND DEPTH OF 226a 22� z2 v ' EXISTING 8" WATER LINE SIGN POST z2 �� v i I I I a a. °Z "=20' ... a' SCALE 1 7+ 0 7 00 6+ 0 6400 5+ 0 5+00 4+50 4 00 w 44 w m20 � MAINTAIN MIN. 4 B RY 0 d' 1-8 1-0 6 TEE GV8,B 1-8 GV B W 1-F H. J PROPOSE) C— 00 21 L:. 150 ' t W 8" TER C LINE U IQ Q + ' Ail. ..._ 1i y.p cneLoS 1332 SMITH .4 I _ le 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 U Z (� co 0-- Ln U) > o � . �c Z (n N V J (n � (n to QX �'.. iV Xtw _ ` O o �-'a I Z u; ; NOal U w W U, Xa- Z,OJ� m _ Z O co W p m l- 07 z O ) ? W ch w Q L .. Z N X OrW O W I— Z W W Z H O a- o, U OIJ O W �tZ Q V- W N w U � N W 0 � Q DATE: ;12/31 /04 JOB NO. 3551-04 SCALE: HORIZ: 1 " = 20' VERT: 1 " = 2' DRAWN: BF CHECKED: CHS CAD FILE: 3551-04PP SHEET: 3 OF 5 I oD tY W Q G W 0 a W In .a.. zm F�( N - OW aZ� �-O� ay eocZQW I;:to —I-N oQQCD INC9N�- 0 In w Z C N G ItJ ," m _ a m = m 2 so z • a m m w 0 0 0cc 2 a U n PUMP TO BE MEYER WGL 20-21 GRINDER PUMP SYSTEM, 2 Hp, 120-24OV, 1 PHASE, 3450 RPM C APABLE OF DELIVERING 20 GPM ® 40' TDH COMPLETE WITH SIMPLEX SUSPENDED SYSTEM BASIN, PIPING AND ALL CONTROLS. - SIMPLEX JUNCTION BOX, - - STRUCT. PLASTIC - (SHOWN OUT OF LOCATION> 1 1/2' NPT CONDUIT - FLANGE CONNECT TO CONTROL EY CONDUIT SEAL BOX ® BULDING (REo'D. BY OTHERS) - - - - 1 1/2' CONDUIT REO'D. . 0ti9. 54 FLOW FROM BLDG. 1O• x ey0' - 4' A➢APTAFLEX INLET -/ • I FTG. FIELD INSTALLED • GRINDER PUMP ;; •V (WITH FEET) FND. 5/8"IR 'SET S85004'WW-3.44' RE FIBERGLASS REINF. POLYESTER RESIN, GEICOATED SURFACES TO SEAL FIBERS, 120 PCF LOAD RATING CONLRE 2 CU F '5./B I R 6 AT S.F.2, 1/4' MIN. WALL THICK. W CA o-° 10' WATER EASEMENT 1 ,94:� ��y • ti° 99a ti°:•: i i o9 h° LIMESTONE DRIVEWAY 1 tip' 6y I I � 0- 9. °titiHn In ,9ye 19. 100.00< ° I1- w PROPOSED \G� Q. ' v°i ry°��1100 �� CONC. PARKING i x 0•`h I �<Z�`r �C�O � OU�. x 1hh W NO IO X a° cP� �'<(' O R:- p z z LL - 1/4' DISCH. FLANGE - FRUCT. PLASTIC - _IPSOCKET - 10' • CONTROL MTG. - - 12.00" 7.00" BRACKET, SST ANTI -FLOTATION - COLLAR 24' BASIN COVER, STRUCT. PLASTIC SST FASTENERS - 14.00" LIFT -OUT ROPE, T 3/8' POLYETHYLENE 1��a" 1 1/2' DISCHARGE PIPE,? -,TRUE 1/4' HALL VALVE, P r C___...___ . _. ._. I I - R TRUE UNION, BLOCKED YPE NOTES: 1. CONTRACTOR TO NOTIFY CITY OF LA PORTE DEPARTMENT, OF PUBLIC WORKS AT 281-471-9650 AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION. 2. CONTRACTOR SHALL NOT OPEN OR CLOSE AND WATER VALVES. THE CITY OF LA PORTE DEPARTMENT OF PUBLIC WORKS WILL LOCATE AND OPEN AND CLOSE ALL WATER VALVES. RVICE4FROMEBLDG. 3. CONTRACTOR SHALL NOTIFY THE UTILITY COORDINATING COMMITTEE AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION AND SHALL COMPLY IN ALL RESPECTS WITH O.H.S.A., SECTION 1926.651 GENERAL EXCAVATION REQUIREMENT. 4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF LA PORTE STANDARD SPECIFICATIONS AND DETAILS. 20A _ _ - N I I APPROVED FOR CONSTRUCTION BY CITY OF LA PORTE: START CAPACITOR _ R ° UNDER Ill STAND CITY ENGINEER DATE IHi RUN CAP TERMINALBTART BLOCHB Rguy .RD LUG INSTALL 1-1 1 /2' 45' TEE U TT Z i In O co N O �: Lin > m r-.. t` — R Z In N '^ (n �WX F-�� Z u V) t— O+ 0 N U0 a-,-,U w xQ.�. _ Z 0 J Z o zo W n •• AfOPIN a_ SCALE 1 "=20' 1 m EXISTING 4 /nl* 1 r%ki^ [+wr-r-Tl rl 1 "CONTRACTOR TO VERIFY. LOCATION AND DEPTH OF EXISTING 8" WATER LINE & EXISTING 1 1/2" FORCE MAIN 5 50 5400 4 50 4+ 0 3 50 3+00 2 50 2 00 150 100 0 50 0 00 0 r` 214 I, Q 1' / / 71K / / AINT IN IVIN. ' BLI Y / 1 LOG SVqEEP ELL 1 1 2"LNG 3WEEI EL W/2 NOR H SIDE Or LIFO EXIS ING 1 1/2" P C SCH 40 ER FORCE SAN SE MAIN 1 1 2 qHECK VAL E 1 1/2 ' 45' TEE "'. PRO OSE 20 'f 1 1/2 PVC SCF 40 SAN. SEWER FORCE MAIN PRIVATE A K SMITi-I ,- all Fill -h0 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 Cn Z 0 in Of w Q 0 z N X 0}W 0 L11 Z L1J F— Z 0 Z H �O (L o u (1)-1 Q O w z V of O w z �O (Uj w Q w� N w0O N 0Of n -- a- rJ V) = DATE: 12/31 /04 JOB N0. 3551-04 SCALE: HORIZ: 1 " = 20' VERT: 1 " = 2' DRAWN: BF CHECKED: CHS CAD FILE: 3551-04PP SHEET: 4 of 5 i ( I I 0 z I " W zN w cm w � G a m E z o a NF m U w ' �Y QO ¢o cc ¢� aIo atS I w � 01 v, z N Q - ::: a w =� = U) CL z _ _ O <Q a LLN m Z ¢ - oW 0 a:3 ¢� �oitQn Z Q :< W tflZM0LL. gaa=O I I VALVE BOX TWO-PIECE SCREW TYPE NATURAL GROUND iLL -- STANDARD INSTALLATION OF FIRE HYDRANT i77 Q (asEMECHANitaLIoRvrFlTTrNcs) � O pa NATURAL BACKFILL U COMPACTED � PIPE z — — — --+— — + — BACKFILL k!N..'.: 6" MIN. 6• z s �? s� Y e 1cc WATER MAIN .•e _ , _ ----'------- 2"HMACTYPE:D" i,_0. .• .., .;..; "•' � _..)�_�. o — z ... HARRIS CO. MIX DESIGN AS REQUIRED ; BY VALVE USED T18 O $ :.,.:•:.. ...•,. ''-•_•..•".�.�,..',.. W � A #4REBARSA .C. BANK SAND BEDDING% MIN ' ' 'srMiN. #4 REBARS AT 18" O.C, PROP . EACH WAY WATER MAIN SECTION'A Att SECTION'Aff' BEDDING CROSS SECTION ,• ,.. , (USE MECHANICAL JOINT FTI7TNGS) - (USE MECHANICAL JOINTFITTINGS) CEMENTSAND _ (dj 1 f/2 SACK/TON :.. :.. COMPACTED TO95% ASPHALT DRIVEWAY CROSSING DETAIL CASING LENGTH CALLED FOR ON PLAN AND PROFILE SHEETS VALVEZ 0 5 DITCH I ' MIN. i N j SET VALVE IN CEMENT GROUT GALVV, PIPE 3' (MIN.) VARIES "STAKE PROPERTY LINE - `. __.—.—.—.—.—_—_ — FINISHED GRADE __:... _ _. ... - I - - NOTE: A 2X2X2 0• STAKE WELDED STEEL PIPE CASING I.D: OF AS COMPACTED -- BENDS NOT TO EXCEED SHALL BE PLACED IN THE CASING PIPE TO BE A MIN. OF 2" LARGER----)t j!� TAPPING COLLAR OR MANUFACTURERS - SURFACE DIRECTLYABOVE THAN O.D. OF BELLS ON SANITARY i REQ'D. BACKFILL TAPPED PLUG —_/ to PRECAST CONCRETE PAD SADDLE(STAINLESS STEEL) RECOMMENDATIONS WYE. STAKE SHALL BE - - WATER MAIN VC MAIN EXPOSED 6" & PAINTED BLUE - - NIPPLE, REOD. LENGTH, WITHADAPTER, - 3" THRU 6" VALVES 1-3" SQ. CURB STOP & STEEL INSERT m H D 8" THRU 14" VALVES 1-6" SQ. DAPTER (SINGLE SERVICE) - CORPORATION - 1"LD. FOR SINGLE SERVCE 1"LD. FOR DOUBLE 1"X1"X1'X 7117SPREAD "r BRANCH WITH - - - - STOP & INSERT SERVICE (POLYETHYLENE) 2 CURB STOPS, ADAPTER, & STEEL INSERT _ - CASING SKIDS AT BELL AND - (DOUBLE SERVICE) SPIGOT ENDS OF CARRIER SERVICE CONNECTION MALONEY)fC-PIPEANDATMIDSPAN.LI°ESS SHOWNT(IF BLOCKING FOR GATE VALVES BLOW-OFFDETAIL (MOLDED END SHOWN ON SEAL OR STEEL CASING OR SLEEVE DETAIL PLANS) (usEMECHANIC41,lo1NTFIT77Ncs) EQUAL) EACH 14"& SMALLER- USE MECITANICALJOINTFITTINGS END IN.T S.) j 4' - 6' MIN. SHALL BE - j DOUBLE -WRAPPED IN PLASTIC PRIOR TO BACKFILL WYE . ° • '• e - - - - (USE MECHANICALJOINTFITTINGS) TEE .. - 900 (1 /4) BEND (USEMECHANJCALJOINTFITTINGS) .. (USE MECHANICALIOINTFITTINGS) _ - - PLAN NOTE: Fittings, valves and pipe Joints shall he secured with mechanical)oint restraints. These restraints shall be EBAA Iron 2000 PV for fittings and EBAA Iron Series 1500 for pipe Joints or approved equal. e HYDROLOCK REQUIRED •., . :. . O FACE TO STREET FIRE HYDRANT TO BE r e AMERICAN DARLING OR - - — — -- -- - MUELLER CENTURION o CONCRETE. ° 45° (1 /8) VERTICAL BEND 221 /20 (1 /16) OR 450 (1 /8) 6" GATE VALVE - i - (USE MECHANICAL JOINTFITT'INGS) GRAVEL OR O O O HORIZONTAL BEND BROKEN STONE CONCRETE THRUST CROSS BRACING (USE MECHANICAL JOINT FITTINGS) . GLASS "B" CONCRETE -_ (USE MECMNICALJOINT FITTINGS) . CONCRETE THRUST BRACING a e'.: es WATER CLASS "B" CONCRETE MAIN a ALL THREAD TIES 18"X 18"X 4" CONC. PAD ELEVATION i A tn z N X O W —r O W Z Lt1 F— LY C3 IL c �. _ 0 J U' 4J U 0 z Q LLJ w w V) W W W U) U Q z LO Q N U w N W Lj OOf Q tL _ DATE, 12/31/04 JOB NO. 3551-04 SCALE, NOT TO SCALE DRAWN, FLH CHECKED, CAD FILE,3551-04PP SHEET 5 OF 5