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HomeMy WebLinkAbout80-6702 WTR & S.S. EXT (BLOCK 166) (PUFFER SWIEVEN)9 ai I z a f x � G it '}'OO fine �b'ose z 0 o M a U m W z o i z •w Z m 2 QO 2 Y m w ¢ ® U _ g a 'r a O a� 7 o WW � O � cai E Cn z' w Z� O cW ¢ n Cn z H m o� Q o ,. g _ 9 �a a3 w g a 00 R: t i t iIP a NOTES: 1. ALL WATER LINE MATERIALS AND CONSTRUCTION TO COMPLY WITH CITY OF LA PORTE REQUIREMENTS. 2. WATER LINE TO BE P.V.C. PRESSURE PIPE PER A.W.W.A. C-900, GLASS 150, DR 18. 3. FITTINGS TO BE CAST IRON OR DUCTILE IRON COMPACT FITTINGS, CLASS 350 PER A.W.W.A. C-153/A, WITH CEMENT -MORTAR LINING. 4. CITY OF LA PORTE WILL SECURE PERMIT FROM STUFF_. DRPARTMT%3T n_r. HIGHWAYS & PUBLIC TRANSPORTATION FOR CONSTRUCTION OF WATER LINE IN STATE RIGHTS -OF -WAY. 5. CONTRACTOR TO ACQUIRE ANY OTHER REQUIRED PERMITS. 6. CONTRACTOR TO NOTIFY THE "UNDERGROUND UTILITY CO-ORDINAi'ING COMMITTEE" (TELEPHONE: 223-4567) 48 HOURS PRIOR TO STARTING WORK IN PUBLIC RIGHTS -OF -WAY. 7. CONTRACTOR TO DETERMINE SUBSURFACE SOIL CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. Northbound Feeder Read SPECIAL NOTE: CONTRACTOR MUST PROVIDE TRENCH SAFETY SYSTEM CONFORMING TO OR EXCEEDING THE REQUIREMENTS OF O.S.H.A. SAFETY AND HEALTH REGULATIONS, PART 1926, SUBPART P AS PUBLISHED IN FEDERAL REGISTER VOL. 52, NO. 72, DATED APRIL 15, 1987. v� 8" WATER L11NE - Exist. �.__...___- - 4 `B"or B=Woter Line / \ (Aporo,. Loc, ) - i f n 2+00 3700 _ I 4a•00 b 5E 00_Bose/ine 6 5:V16.T. Sun Rd Cable O Property r�rppe®P Liner Line Concrete Povenent I m R c y o Ix. 0, m F 4 t Qy y v C cn inZ� i +002+00 _ , - -- - 1 _ _--•— - ---------------- - _ _ _ _ -- --t __ --- _ L —A- --- -- _} — - — — ---- I --1 - - T —i—� —r-- L — m � 4 y 4+00 5 R J5• 6+0 q SPENCER HW`N.G1Aik # �a1i itit ai t G GT. i. PRo�E"CT 1'd 1 I LOCAT10N VICINITY MAP N. T.S. N.G.S. BENCHMARK C 1189 - ELEV. 14.695(1978pipj.) O C a G S DISK - 66!WEST OF(, OLD HWY 146(8ROADVi.!AY1 0 440 FEET SOUTH OF q- 'Y ST. ; 35 1/2 FEET EAST OF N.E. CORNER OF BAYSt•ilORE SAV11'4GS BLDG. 0 •.•—•,••—am••••.•� iO.iiil ik.'J.v LiiRt Vies ij %Yif fR-1 IN CONCRETE ON SOUTH END OF F9EAD':a' ALL V! S.H.146 FRONTAGE ROAD BRIDGE OVEP LITTLE CEDAR BAYOU. Ifa `- LL/TO A � qiL «i S 0iJ v , 3 � 9 CONSULTING ENGINEERS 10661 HADDIN( TO?N' STREET SUITE 160 461 - n0- HOUSTON, TEXAS 77043 S-INCH WATER LINE IN STATE HIGHWAY 146 R.OVv'— FRO?,i AI MO T PARS N 3 ;0 750 FEET NORTH 4 aPPR ov�-o: oEsmNzo nv. R.A.P.A. j��?nr to sr C.L.U. --- FAT-c: MAY 1989 ,,U. - :P P R O V A L S—_.__,__ — - O -_ _A_—_)_ _ P-0576 z o: LL a 0 w z Q a a ° w Z j Z Y QO m 2 O w a o Q mo U ¢ J ❑ x a i lL1 W ❑ LL rye O K ¢ U I� z� oW �0 W z — o w i p Z ❑ m c z C4 �i o rn a R o �w 00 Qz eq �r��cvCq 1 I r f i i — _ I _ —1 _ I--_— __. I -_-i -. _ --3---t— i r- SPECIAL NOTE: CONTRACTOR MUST PROVIDE TRENCH SAFETY SYSTEM CONFORMING TO OR EXCEEDING THE REQUIREMENTS OF O.S.H.A. SAFETY AND HEALTH REGULATIONS, PART 1926, SUBPART P AS PUBLISHED IN FEDERAL REGISTER VOL. 52, NO. 72, DATED APRIL 15, 1987. 4' BURY ,TL VALVE & BOX 'TEE, A.B. T E VALVE a BOX UG fF ILA i0 CONSULTING ENGIINEERS 10661 HADDINGTON STREET SUITE 180 46 1 -8485 HOUSTON , TEXAS 77043 FC. 5 0 i G� �i °l A S 146 R O, +N'. — 6 FROM Fill Rl�.401'JT PARKWAY TO . 50 F E KE NORTH 4 APPROVED: ae'i.NED nY: R.A.P.A. IDAAWn ar: D.L.D. a SURVEY: — ICALE:Hop Z. I =20 VSRT. aaTE: FRAY 1989 `,oe A PYRGVALS C2 e� . pS}iEET OF X �4 F. k P-O 57 ­s3; Q 0 0 w a n 0 0 0 0 0 x 5 a Y U F a z O P40 CA W O a U u 1 e � Z > s z 0 W _ o h , 2 e W H� O s' Z m I DC W O w i W F-I a U n I] 1 YY O � 0 I a � a o z � OHO i ��HMCA { 1 .P,_,claL NOTE: CONTRACTOR MUST PROVIDE TRENCH SAFETY SYSTEM CONFORMING TO OR EXCEEDING THE REQUIREMENTS OF O.S•H.A, SAFETY AND HEALTH REGULATIONS, PART 1926, SUBPART P AS PUBLISHED IN FEDERAL REGISTER VOL. 52, NO. 72, DATED APRIL 15, 198.7. aA�,x nL .II t to o p i l l Iv N G O R E a'snn\ I) I I gaYsO yeme t -- r.G.2.6a/ .�'s'a§'N. M. H. 24;20. J G/r rr9.n. i Inlet e'i'° . 1 eRcrefe T 12'%4,66 E 12.029 d !- ' .T E e` G p. no Still Open) O Stm. h3 H. 5 1 A CONTRACTOR TO DETERMINE ELEV. SHEET � ��? a I OF TOP OF 24"STORM DRAIN LINE O 4 �' 0 S'�'=N1 N BEFORE STAR N CONSTRUCTION � v. r. ^+..: ti I • • I ?� �. " I I ; �- .- "= . \ n F P A Fo l -r n py csY_ -' /ntAa � , J. g@ � �'-�' a -_-.��.x-..-.mx _....._._ SWR. - �.`� I •,'3 I 1� n i "'" I .. I ., e I r-dose/rne 2 00 Sprinklers 4+00 ' 771 -if3 S $. S� R. /n/e/ G. V. `'"^- Sprinklers (Dead Per En/ex) 1 52 Sign a LF -13i1 SAN 5 4. 10 SAN. S JR ES�,9'I. --/// 24"c.hta 2- s. s✓a r ...... -� . �µ...... . ---.. — . S H. C. FC. D. R.O. W. H C. C. F NO. ✓ 404288 --H.C.FC.D. R.O.w H. C. C. ,F No. H 632486 24 "fE 5.00 0 Top of Sank Conc. Sp/Gsn Pod b y Approx. Edge of Ploter 60, R. 0. W S�+N CL`EAN"'QUT 63 14 SEESHEET 4 C -PP* S­� ScAN. N1. H. reF rris e Gse/ine _.. SPENCER NA;V `N. MAIN IJ 146 lt 1/I:i u� r'intROJ ECT + /OrI C)C A'TlQra I �IIs FAIRMOY.WAY �II ail (ilk VICINITY ,.IAP N.T.S. N.G.S. BENCHiMARK C 1189 - ELEV. 14.695(1978APJ,) c >?a G S DISK - 66' %NEST OF SOLD HWY 146 (BROPU 90 FEET SOUTH OF C "J11 ST. ; 351/2 FEET EAST OF N.E. CORNER OF SAYSHORE SAVINGS BLDG. BENCHMARK - ELEV. 15.10(N.G.S.DATUM 1978) i9 IN CONCRETE ON SOUTH END OF HEADWALL S.H.146 FRONTAGE ROAD BRIDGE OVER LITTLE CEDAR SAYOR. REV. 11-16-89: CHANGED SIZE a GRADE OF SAN. SWR. ELIMINATED STM. SWR. NI.H. AND LINE ADJUSTMENT. ADDED NOTES. T----------- T�— -_ ___ _ _ �+00 i _ y - i - - -.- �_ -- FOQ - -r - - --``- -r - - - 1 - 5: 1- - -T -- - - --- --- -- - --� - - T-- ---� - - - --� - - -- f r- -- --- 1 -_ -- - - - - -- I 1 I -- - -- _ - - - -- - --- -- -r -1 - - - -- - -- -- -- _ - -- ' _ i r - : --- --- --- - I _ _ i - - ---- - w_.i-. ------ -- - --{-_-;--_.__ i i .. _ �- _. _i i- —.f Wit--- r-�- - -- __� � � -r- -P-- --r-- -- --_ _ _. _ � - -1-- � i i- -- ----- -- - _ - -- _ I �r---- �-- --- --_-. : 1 _.._.-1-___- �'--_____1Z..___ i a � 1 }} -_..__ ...._-.__ _._. i_._._._ _1�- , 1 _ --°--' 7-..—_- - _.__. _._ 7 _ I v t 1 --------- - - _.._-_ --------- ---- -._._.------I----- - - -----`----- .. _ _ 7- �..- _ __. 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G i p.-.. __ _ _. r -_-.? -"' - ---. ___.. __y7- t �-.'"v.-d-�-.. ;..____ � 'j , � _`._ i ..-.�.5.__ . �} � i_- -_-_..__-.._..�__,-.._...1.--� _-_ _...__��11 13� is _ sl to : : .f_-._._ _-T._._.___- _ (-.--.......�-rltE�- i ___...._..1 __..._"Ji ✓ l+ PS$" F� i -_i: ---- .f-�.—._ —I—. , I -------`-- -- --- 1 x.-.-------------.'__._. �riiTl-----111-@ir i %r-t3 i 1 I --i ,--..-.! 1 =� I - i -f -i , �,�a------�--° _i � , I e.._._--�__-a114---r---- w I 14 kw a 8_ !to .- r a\1 ; 10 CONSULTING EENGIINE RS 10661 11AOGii GT0 d STftEE T SUITE 180 46 1 - 8 d S 5 HOUSTON : TEXAS 77043 6 AND WEST 311H T .O, >, NORTH OF FAIRA,41ONT PARKWAY `Y 0ocsiGNED BY: R.A.P.A. DF~A1'N 9Y' C.L.D. VERT. I'=2' r9 oA-z: MAY 1989 0 -. G , a o L, n .. r t —'""""•""" _ - I „ ti P tt. � t�}a � {� I ..r i'a ...._....-. Y... aJY 1. If 3t3: B I I I 1 r i o 10 w 2 z e a - 6 4 m CD o z _ m ¢ RM m. ❑ 0 O ❑ z 5 a Ew @_ w w 0 I~! L! u) , I _ IO' SA ill T ARY SEVER I I I EASEMENT 11 CP 1e Q Q I.`i I CC Z j I Q V z k Ci T< �j Ci ;;;I:,a 9 5, r �,__Id i I I TYt "I" u ,�. dt.n. �.; SPECIAL NOTE: CONTRACTOR bIUST PROVIDE TRENCH SAF TY SYSTEM CONFORMING TO OR EXCEEDING THE REQUIREMENTS OF O.S,H.A. SAFETY AND HEALTH REGULATIONS, PAR^t 1926, SUBPART P AS PUBLISHED IN FEDERAL P.EGISI'ER VOL. 52 NO. 72, DATED APRIL 15, 1987. )v. m 0 1 �5- - - a"P1/�. I a .. , ... ... .. .,., I r ArY,._.., 1. _ _ - - 6 �-- lntef �� U 69 G.0 24'!£7a -i U'P: G&L.E. 8a" SAN SVdP ------------ S.VIRT Conduit TRl2.61 6 IL 7.2 62"s ``" 2-S. W.B.T. hf. H.s a r:. ?. `' p� ,,r FA IR A110111 T g�q� �QK Y, 6't/ NOTES: a" 24" 1. ALL SANITARY SEWER MATERIALS AND CONSTRUCTION TO COMPLY WITH CITY 0' LA FORTE REQUIREMENTS. 2. SANITARY SEWER LINES WITHIN 9 FEET OF EXISTING WATER MAINS OR WITH LESS THAN 3 FEET OF COVER TO BE P.V.C. PRESSURE PIPE PER A.S.T.1. 2441, SDR 26, CLASS 160. t 3. ALL OTHER SANITARY SEWER LIIQES 'PO BE PER A.S.T.M. D-3034, SDR 35. Stm. M.H. 4 . ALL i'LADIHOI,ES TG BE FIBERGLASS . NiANIIOLE WITHIN 9 FEET OF EXISTING WATER DffaiNS TO BE SEALED. 5. COIPLETED SANITARY SP.WER LINES AND SEALED MANHOLE TO PASS AIR �° PRESSURE TESTIPIG REQUIREMENTS BEFORE ACCEPTANCE BY THE CITY. Q4; 6. CONTRACTOR TO ACQUIRE ALL NECESSARY PE12itilITS. V w 7. a CONTRACTOR TO DETERMINE SUBSURFACE SOIL CONDITIONS PRIOR TO iv, o- BEGINNING CONSTRUCTION. >, v 8. CONTRACTOR TO NOTIFY THE "UNDERGROUND UTILITY CO-ORDINATING Io COMMITTEE" (TELEPIIONE: 223-4567) 48 HOUi2S PRIOR TO STARTING W� WORK IN PUBLIC RIGHTS-OF-S^7AY. .i+ CD ¢I "• O I> o cj v rj LL�v 1 Approx. Edge of Water qF I'_ w w €*3 Lu a_a 0 ma 811 SAN. MR. 0 ov R.U. W.. ii' TYRE SAN. M.H. � Top of Sant, 0., s-L\ \ N�,._s _ 'Ill z: wd' i I c 7- 47' f:- _ 7- 1-1 1 D a f:.., C_ T CHORE RHI 0AN{" NA'{Uly4L HEIVEN PROPERTY - - 1 _1- I i �sr� - ivy Q, a SAM. M.H. N-€4-L.F_. `8"SAN. S@'IR. - { � ,.tea_ jLa \ i I --SAN CLEANOUT I rL 11.56 O O v V 4A PlSFf=EP _.._.-__ f 1.2820 Ac.j ILREV. 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