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Home My WebLink AboutLA PORTE AREA WATER AUTHORITY SURFACE WATER SUPPLY TRANSMISSION FACILITIESi e J w LA PORT AREA I A A d L t JTI k TRANSMISS . ION FACILITIES WATER AUTHORITY CITY OF LA PORTE JERR.Y ERAMLETT, PRESIDENT NORMAN MALONE MAYOR w RICHAFjQ MATTHEWS,VICE PRESIDENT BETTY WATERS COUNCIL, DIST. I CLAUDE GRAVES SECRETARY/TREASURER MIKE COOPER COUNCIL DIST.2 0 s 0 Ex- F m WMIKE WADSWORTH EDWARD MATUSZAK,COUNCIL,DIST. U �� ❑�k. h Nq W 0 o ALTON' E. PORTER, COUNCIL AT LARGE,A <Z 5 = yrt MICHAEL J. SHIPP, COUNCIL AT LARGE,B E~ P s r DEOTIS GAY, COUNCIL, DIST.4 OP t l o a a B. DON SKELTON, COUNCIL, DIST. 5 EDWARD G. CLARKE, COUNCIL, DIST.6 ROBERT T. HERRERA CITY MANGER , Y Y 4 { Yam_ r \ s ry •C4 t tR aouR/ MORGANS POINT g O MNd �`N� URtDURSCYT J,,tl yt• vOaO�� \' tR PORTE q • oI � �! w YUwCIMI rR•DRT c L L L C L J' YDO� rtM •tOM II l••ORT[ S•tNDtR R On i� M1O0RO1$M m^� p �o to TH. MONT tt. o � tpw o rAP 1 'r-pMYYpO.. EMI NW 00 i, D[Mtt Krnli ° 00C�'' . Lwlw , �T` DITDN ttAtT lD tt 00000P rl•w.••.r �` '•t•OR. NOT MIT 0OC�rr LA PORTE Nj ' m.u.a.w • y� I •"11 � Iwo L 0000000 •rt ' I n.RroNr r.RRrRT WNl ,IN11L. O 00�•,n • , t. •� oa �ooa000 "wroxT nlwµr aaaao �Dou ■ ooaa "" ril • nn,T^ 0 00 00 ..n , _ o 6 � 8 ' 1 i i A• •� w'fAsl6ff' ( i _ i t[YOR•R[D KW ', a 0 aTT OF 'a NpN1T1 r<u RD•r.L.D ROVr1Rtf[ �Rlal tf u_� PLANT , RATOIOf T"NAa ® O.L. "0"[[0 TRNN �[]U �rtrt mrt SNOR[KR[S •• 4' . tN011fACRfl o VICINITY MAP KEY MAP 578-J,K,L,M,H,D 579- E, F, G, H 580-E,F,K,P,N,Q,B,C 540-Y,Z a a r M x wall,,rj t' • 111 ..s- d � yi nIF y PEPSI 1011 p 22g G v xy m O O F c co 0 �v ODp c0 11 N NEll tf) cu co to \ S s Q W E,14f W N N �\ ' M co O Cy cy O 9 y. ir"M RBOURS T • \ N 691400 m 90 B A E CU N ff ?�� - mall allr \�\/ m r SCALE:1"=2000' W o MORGANS P INT Q �C t-: TA K RELOCATE]z Q SNT. m F M PORT " f• -. _ BARBOURS CUT Q• - ------ �N S� �GPN \ ° } ¢ � SHIM 32 �� g 9�R ✓ - W o I LA PORTE SHT.2 LJ P / m z< I �I HT. 14 {n MUNICIPAL AIRPORT N N N N v~ �`a 4 E /. J 5 'm SHT 15 [moa Qi ,?. �^O 17c, 9 Z y LAPORTE SPENCER R U �(� y y°9p �� f o m FERN ROCK DRy + r 'I m ,• SHT. VALLEY BROOKy'o°4•�ya�N F<< y` mow`" s` 45 A •�I DRIVE �❑ --- _ 25 TH. �, < g�O�` vy v y� , 0 o rl B OKGLEN 0 �� AIRMONT ST �� ° 9s ° m o a '•xµ 211, BANDRIOGE - H.C.F.C.D. r'v'p 9 RD a o SHT. �7O PARK �(� O LS . v 9 ® i -- �11 I x N0.B DRAINAGE202 OOSMT ¢ 45 B C SHT• °OP �9 Z (- H.C.F.0 D. N0. Bp6-02-00 45 D D C p'9 F212 0 00 O z°p HILLRIDGE in 16 W.L(W) a ��' °cc� EAST R.O.W q ° �. c i w E sT° BR 0 WOOD DR Oo -X 00 xc NG p+ ° 00000oE - ` 0 V NT RE LANE,,;Q, ? 3zoo Q SK'00p TRq't z NOT SET a W o N a 0 0 0 Cw. F ST L A PORTE (j0_ map J 4/ / �J N V z Q N FO t W G ST C 46T 11J N J °- .9 F r yQ D I m S WI Qa ® 00 CW.HST. N 681400 � � � 1� _Ill Da E WT I 20" W . L. 1 a °° KC.F.0 o FAIRM NT PARKWAY - 16"W.L . F216 0 _ AIRMONT PARKW Y N 24 W. L. 0 > o I cr aL 00000 w.KST I I H SNT. 16 SHL 17 SHT. IB SNT. 19 SHIM20 •SHT. 21 a T.23 O 90 L ST 00 0 W. M ST a -SHT 25 Q 0 GENERAL NOTES a o 24 1 W e4rOG I- 4 O I i $ �� oa 0 ,p J p s 1. LOCATIONS SHOWN FOR EXISTING UTHJMS AND PIPELINES ARE II a $ APPROXIMATELY. CONTRACTOR SHALL CONTACT ALL tiTILITY AND 9 U) LOCATED PIPELINE COMPANIES. CONTRACTOR SHALL VERIFY AND FLAG THE - IN EXISTING O LOCATIONS OF ALL UNDERGROUND UTILITIES AND PIPELINES PRIOR TO " 9 COz 10 EASEMENT { KI WORNG IN THE AREA. rs: w < J E s BEHIND FENCE. F op G� HARTON S Z. ALL UNDERGROUND UTILITIES SHOWN ARE NOT GUARANTEED TO BE li, COMPLETE OR o 2 6 ��O BLVD. �p 41 3 INFORMATION AVDAILABLE. EFINITE BUT WERE OBTAINED FROM THE BEST F GENOA -RED BLUFF �i� C S a s 90 % ,- a SHT. z m c0 —_ y °CFC U O 46 3. ALL EXISTING WATER LIMES ARE TO REMAIN IN SERVICE DURING O a K W I OO < 4' •O v ¢ CONSTRUCTION. - F H CITY OF HOUSTON I BEGINPROJECT H.C.EC.D. G CO°OOpOB'W.L. m \ G ( XIST NG WATERNATE PLANTSITE. 4. POINT) 4. THE CONTRACTOR IS TO DETERMINE THE LOCATION OF AUGER PITS IN NO B1110000 MC ABE ROAD U z = SOUTHEAST WATER 1 _ 6 THE FIELD SUBJECT TO THE ENGINEER'S APPROVAL. w r PLANT s�`�'sHT.a2 Htaa BAY IDE TERRACE H o w Y 1 SHT. 4 SHT. 5 5. WHEN OPEN CUTTING STREET PAVEMENTS WHERE NECESSARY FOR a m o c" w ill II �I II INSTALLING WATER DIES, REPA?R EX-ISI74G PAVEMENTS. SEE SHEETH ¢ m (J C] W YSIDE DRIVE v / OF FOR PAVEMENT RESTORATION DETAILS. N 67)400 z pj SHT. 41 SHT.4 H MILTON . o " FALK A - 6. DRIVEWAYS, SIDEWALKS AND CURB DAMAGED OR REMOVED, SHALL BE z G ' REPLACED TO CITY STANDARDS. CONTRACTOR IS TO MATCH THE z ag H S46 TEXTURE AND FINISH OF THE ITEMS REMOVED. (NO SEPARATE PAY F U FO EST CS UNLESS NOTED ON PLANS AND BID FORM) y9 9�6 7. CONTRACTOR TO AUGER OR BORE BY ALL TREES 6" IN DIAMETER OR SHOREACRES f' F o ; 'Qis 9S LARGER THAT WOULD BE DAMAGED BY INSTALLATION OF PROPOSED SHOREACRES oo c WATER LINE BY OTHER MEANS OF CONSTRUCTION. 8. PLATE OVER ALL BORE PITS FOR NORMAL TRAFFIC USE. •; SHADY BAYW D AVE 9. CONTRACTOR SHALL MAINTAIN ROADSIDE DITCH TO ORIGINAL OR LAWN BETTER CONDITION THROUGHOUT CONSTRUCTION. SIZE AND GRADE OF CULVERT TO BE CONFIRMED.BY HARRIS COUNTY PRECINCT 2. 2; N 10. EXACT LOCATION OF FAULT LINE IS TO BE DETERMINED BY / INSPECTION OF EXPLORATORY TRENCH. THE ENGINEER MAY MODIFY :z t } Wm A`' SLAB OR PIPE TO SUIT FIELD CONDITIONS. 11. CONTRACTOR SHALL PROVIDE SATISFACTORY SUPPORTS FOR BURIED 4L UTILITIES, PIPELINES, AND OTHER FACILTII]ES WHICH WILL BE EXPOSED AR $g DURING CONSTRUCTION. 12. CONTRACTOR SHALL ESTABLISH EXISTING GRADES AND DIMENSIONS _ jjjJJJ•••,,,�}�� OF ROADS, DITCHES, CULVERTS, DRIVEWAYS, ETC. BEFORE THEIR CONTACT ALL CON PLEASEREMOVAL FOR USE IN THEIR SUBSEQUENT RESTORATION. 1 cmm E CO ANNi$S AT LEAST �% 48 TO 7Z HOURS PRIOR TQ 13 OCOUNTl TOTEXAS 1 PRIOR PEORMIT RRTING iC ONSTRUCTION OF UTILITY EBCA®A1TON OR CONSTRUCITON om AND/OR CULVERTS WITHIN COUNTY ROAD RIGHTS OF WAY. IN VICMWY OF THE PMELUUM 14. ONE (11 FOOT CLEARANCE SHALL BE MAINTAINED HORIZONTALL --- "�" BETWEEN ENTEX GAS LINES AND PROPOSED WATERLINES AT ALL rs O TIMES. z . oESICNm BY c.s.c. w LA PORTE AREA WATER AUTHORITY �� • � 4,. SHEET N0. 2 oRAwr, BY c.s.c. SURFACE WATER SUPPLY TRANSMISSION FACILITIES CHECKED BY D.C. ESPEY, H USTON & ASSOCIATES, INC. , APORovEo BY D.C. :, Engineering & Environmental Consultants OF 55' SHEETS LAYOUT SHEET NO REVISION BY � DATE 6 - l4 - 88 DATE 888 West Belt Drive South Suite 200 Houston, Texas 77042 (713) 781-8800 FILE NO 10790 Troll _ x PLAN SYMBOLS SHEET NO. DESCRIPTION _ TRANSIT LINE 10 1 of 55 COVER SHEET 39 of 55 HIGIiWAI' 146 STA. 50+50'- STA. 75+50 2 of 55 LAYOUT SHEET i 40 of 55 HIGHWAY 146 STA. 75+50 - STA. 99+00 DITCHES LEFT.a RIGHT 3 of 55 SCHEDULE OF DRAWING 41 of 55 HIGHWAY 146 STA. 99+00 - STA. 108+42.75 4 of 55 LINE A STA. 10+00 - STA. 33+00 ' I 42 of 55 McCABE ROAD STA. 1+00 -STA. 25+50 FENCE BARB WIRE x x 5 of 55 LINE A STA. 33+00 -STA. 58+00 43 of 55 ' i McCABE ROAD - BROADWAY LOOP 410 (OLD HWY. 146) FENCE CHAIN LINK STA. 25+50 -STA. 49+50 6 of 55 LINE A STA. 58+00 - STA. 80+00 44 of 55 BROADWAY LOOP 410 (OLD HWY. 146), BAYSIDE, HUMPHERVILLE EDGE OF CONCRETE PAVEMENT 7 of 55 LINE A STA. 80+00 - STA. 103+00 STA. 49+50 - STA. 66+00 8 of 55 LINE A STA. 103+00 -STA. 127+00 45 of 55 BROOKGLEN, FAIRMONT PARK, 25 TH STREET AND CITY OF EDGE OF SHELL OR GRAVEL LA PORTE DELIVERY POINTS'A,B,C,a D 9 of 55 LINE A STA. 127+00 -STA. 151+00 46 of 55 MORGANS POINT, CITY OF LA PORTE, BAYSIDE TERRACE 24 R.C.P. AND SHOREACRES DELIVERY POINTS E, F, G & H CULVERT PIPE' 10 of 55 LINE A STA. 151+00 -STA. 174+00 I ' 47 of 55 THRUST BLOCING AND VALVE DEAILS 11 of 55 LINE A STA. 174+00 - STA. 193+57.87 I RAILROAD 48 of 55 PAVEMENT RES ORATION DETAILST ROADWAY CASING ' 12 of 55 LINE B STA. 1+00 -STA. 25+00 DETAILS AND RAILROAD CASING DETAILS POWER POLE _0 13 of 55 LINE B STA. 25+00 - STA. 49+50 49 of 55 PIPE CLAM DETAILS, EXCAVATION: -SAFETY SYSTEM, TYPICAL TRENCH!: CROSSING. CONCRETE, COLUMN. SUPPORT DETAILS a AIR RELIEF 14 of 55 LINE B STA. 49+50 - STA. 71+00 VALVE DERAILS POWER POLE —DOWN GUY--- 50 of 55 TYPICAL ABOVE GRADE PIPING DETAILS 15 of 55 LINE B STA. 71+00 - TO WATER ! TYPICAL TANK RISER FILL PIPE DETAIL TREE - TANK AT BANDRIDGE ROAD . - VERTICAL PIPE SUPPORT DETAILS I 16 of 55 FAIRMONT PARKWAY STA. 1+00 - STA. 26+00 HEDGE TYPE I, II FLEXIBLE JOINT ASSEMBLY 17 of 55 FAIRMONT PARKWAY STA. 26+00 - STA. 52+00 TYPICAL PIPE SUPPORT BUILDING i STY. FRAME 18 of 55 FAIRMONT PARKWAY STA. 5Z+00 - STA. 78+00 i 51 of 55 TYPICAL -TRAFFIC CONTROL APPLICATION, CONTROL 19 of 55 FAIRMONT PARKWAY STA. 78+00 - STA. 103+00 ROOM DOOR MODIFICATION AND PROJECT SIGN STREET SIGN (STOP) ZO of 55 FAIRMONT PARKWAY STA. 103+00 - STA. 128+00 52 of 55 MASTER METER a PIPING AT S. E.W. P. P. FIRE HYDRANT 21 of 55 - FAIRMONT PARKWAY STA. 1Z8+00 - STA. 154+00 53 of 55 _ _ BROOKGLEN, VAIRMONT PARK, 25TH STREET AND CITY LA ZZ of 55 FAIRMONT PARKWAY STA. 154+00 - STA. 180+00 PORTE DELIVERY POINTS A, B, C & D ELECTRICAL WATER VALVE 23 of 55 FAIRMONT PARKWAY STA. 180+00 - STA. Z06+00 84 of 55 MORGANS POINT, CITY OF LA PORTE, BAYSIDE TERRACE 24 55 FAIRMONT PARKWAY, 16TH STREET, WEST AND SHOREACRES DELIVERY POINTS E, F, G & H i ELECTRICAL STORM SEWER INLET of _ __--_---_---- L STREET STA. 206+00 - STA. Z30+00 55 of 55I GENERAL ELECTRICAL DETAILS DISTRIBUTED CONTROL SYSTEM I BLOCK DIAGRAM AND TYPICAL SYSTEM CONTROL SCHEMATIC. GRATE INLET - 25 of 55 WEST L STREET STA. 230+00 - STA. 244+00 ( M.H. SOUTH 8TH STREET STA. 1+00 - STA. 9+00 STORM'SEWER Aft 26 of 55 SOUTH 8TH STREET STA. 9+00 - STA. 35+00 _ SANITARY SEWER M. H . C.O. 27 of 55 SOUTH 8TH STREET AND WEST "B" STREET STA. 35+00 - STA. 60+00 WATER LINE 28 of 55 WEST "B" STREET AND SAN JACINTO AVE. • STA. 60+00 -STA. 85+00 I i S.W. B.T CONDUIT M. ---=-- �— H =--- — Z9 of 55 WEST "A" STREET, VIRGINIA STREET AND EAST MAIN STREET STA. 85+00 - STA. 107+50 4 S.W.B.T. BURIED CABLE ------ -- --- 30 of 55 EAST MAIN STREET STA. 170+50 - STA. 132+50 WESTERN UNION -- -- — 31 of 55 EAST MAIN STREET STA. 132+50 -STA. 142+00 _ WEST "I" STREET STA. 1+00 - STA. 13+00 GAS LINE (LOCAL DISTRIBUTION) 32 of 55 WEST "I" STREET AND SOUTH 4TH STREET STA. 13+00- STA. 17+00 PIPELINE (GAS OR PRODUCT) ------------------- +1 EAST MAIN AND BROADWAY STA. 1+00 - STA. 7+00 CABLE TV ----- 33 of 55 BIG ISLAND SLOUGH LINE C ST.A.1 t00-'STA.26+00 ( - _- 34 of 55 BIG ISLAND SLOUGH LINE C STA.26t,00-,S,TA.31+70 - , H. L. es P.- CONDUIT M.H. -- -- 35 of 55 BAY AREA BOULEVARD LINE D STA.It00-STA.26t00 36 of 55 BAY AREA BOULEVARD.LINE D STA.26t00-5OtOO 37 of 55 HIGHWAY 146 STA. 1+00 - STA. 25+50 38 of 55 HIGHWAY 146 STA. 25+50 - STA. 50+00 DESIGNED BY: DRAVAI BY -04=- APPROVED BY;I DATE i a IFF 'llllp ' 0 ASS ES. i. n� e � i INC. 3 z. LA PORTE AREA WATER AUTHORITY SHEET NO. 3 SURFACE WATER SUPPLY TRANSMISSION FACILITIES RED BLUFF DEVELOPMENT CO. B Bl FLCS.C. - disc stamped 08106 BM02' found in sidewalk of N 672 600 VOL. 5860, PG.226 H.C. D.R. eaftbond b for Famrmaut Parkway at Ceatantine of Big Ishad ( � I - - _ - - - - - (CALL- I i , 434.66 A C s.) } f � - � � sbatk flat taddge wan of Fa�tonl. W k I I j H.C.F. C.D. BOA EASEMENT j - - - - - - - L,.� - - - - 41978a4i VOL. 6124 , PG.5 H.C.D.R.)J BRUSHe a L 8-Resat 1953 and located on top of concrete walk at the o_ x BRUSH BRUSHLITO career of a $man commate bridge on Maw Sir" in the City of Morgues II-OG-00 .-___Z-------__---�. -}- DI ITCH = Point, 1st aamwlo of North Wilson m6mg Main Street. ole F ( _ DITCH O Elevation • 16AOZ (1978 d(.) PIPE T[ ® C-1189 CAMS Disk concrete sign base of three posts for METER BY I `�" a• /��7� Hayebme Edge and located at the southwest a of Fairmont N 86 ° 51' 48" E 5228.88' T /lf A%P' �� Q Parit a =4 old Rgkway I" (also known sa lteoadway). ' - - _ _-_- Iz 13 - - - I4- - _ i5+oo - - - Is a - - - 19- - - zo+oo U) )fie. 1`79(1971 NEW OTHERS LINE IN PLAN BY THE 1 _ _ _ p' _ - O I0• 0 PIPE 96' WATERLINES ---- - - - S 86°51'48"W 5228.84' W 36ti•46-1 ' O' carved on ooetbsat eoamete footing for 1st metal tower walk k U�C ( 0 I 24 0 WATERLINE 96 " WATERLINE Z of Fairmont in let HLtP easement wan of Underwood. q a 1 - 213T (1978 amj ) I U/C 345-67-3 Tap of found copparweid in concrete. 1st PC southwest of e3353, N I CONN C TD EXIST. ( 15� EASEMENT U/C In ( U/C I O M (LINE PLUG I I COASTAL STATES CRUSE N Q H I I PROP 10' WATERLINE ESMT. n COAST -AL WATER AUTHORITY O = sasimsideWtIIowsprmepGdty. w I I I LATHERING CO. to W Z PARCEL "B" -CALLED 28.233 ACS. ( X 0) C ) N Elsv. l7.tH (1978 a� FILE No. H 481931 O.P. R.R.P. H.C.) O Q ^� (FILE N o. K 87450 7 0. P. R . R . P. H. C J WATER 11v N Q 348-49-1 Top of fo®d eoppaweld in eonmete (stamped 03363) P[ of Zed tuna• w z N 672 400 PIPE SURVEY CONTROL: r m < wen of Red Bluff north side of Coastal Water Authority easement. if) ir z i I a W O S j PROPERTY CORNER _ ON NORTH AND 1 W glar. 17.87 (1978 W a y f1 M- Q OF TIM O.W.A. . _ OF WAY MAY HAVE O W H U F BY ENGINEER WILL SUPPLY I 368•53-1 Top of feed copperweid in concrete stamped 3370 at cut eentarUae = a W 914 > COO Ans � A•L'L. wiT IIN C.W.A. RIGHT OF ' water plant site and north line of Coastal Water Authority easement. 30 ~ a WAY TO CONTRACTOR FOR HIS USE IN LAYOUT IF 30 at" r3I (1978 aaJ.► �� M Wt" ._.. n. s NECESSARY. -... HORIZONTAL CONTROL - TIIItBE' PLANS WAR PREPARED Wtl'BTHE USE OF AERIA:.SURVEY TSCHNIDUE16 COORMATESHOWN ARE SURFACE. BASELINES THE --- -- - R _ ..:.: _-- _ -- _ T -- - - -- - - ... -_-----_- ARE FOR PIPE LENGTH ZSI AATMN ONLY. LAB O AMM IN THE �8Y • IM — _ __ - - - — --- ----_-_.. _ _. .._. - C8 SHOWN.. pagitm WORK WILL BE -FOR . _. _ _.. _. - -- - 25 PAYMENT BY TIM ACTUAL INSTALLED LENGTH AS SPE�l1m_ is - it 20 20 15 - - -- - -- - _ _ _ — -_: - --- -- — - - - -- — — PRi�lATI: v , PLC : Y LlhfNUV�'N 15 E ,q .1G1 t; rttLR:�1-e'� caner: t'•y _-.._ .. -. _. --.... -.. .-._._ _. ._ _ .._ __- -_- _.. _ -. ____ _ ___ _._. _._ —_. ___.. L1A11l. .NWt 11X.. 10 - -- - - - - --- 9 - -- _ 10 19 e 5 - _ - - - __ _ — - - -_ - -- : -- ----- -- _ _ _ _ _ - - _ _ 5- 10+00 II 12 13 14 15+00 16 17 18 19 20+00 20+50 / vorEs RED BLUFF DEVELOPMENT CO., H.C.F.C.D. 80' EASEMENT I 1. LOCATIONS . SHOWN .FOR EXISTING UTILITIES AND PIPELDIES ARE \ / (VOL.6124, PG. 5 H.C.D.R.) ' VOL. 5860, PG. 226 H.C.D. R. ` TRAIL I APPROXIMATELY. CONTRACTOR SHALLCONTACT ALL UTIISTY AND _a nl -oo -oo _ _ _ _ _ _ CALL- i I, 434:66 Acs� _ _ _ _ _ _ ,1 I PIPELINE COMPANIES. CONTRACTOR sHAt.L YERmY AND FLAG THE - - - —�j - - - - - - - - - - - - - ATIONS OF.ALL UNDERGROUND UTILMOIBS AND PIPELINES PRIOR TO 0 BRUSH I �, _ i BRUSH .BRUSH ---�-- T WORl@IG Di TJ� AREA... In BRUSH \ __ _ __- - _ __ ______ --_� _1TRAIL--- _- �__�___ _ _ _ BRUSH __�_�_--- ---- NOTE; 0 _ . DITCH �� _ _--- - CONTRACTOR SHALL CONTACT THE ENTER UTILITY COORDINATMG COMMITTEE N PHONE +227-1887 or 0 4 <8 HOURS IN ADVANCE PRIOR TO WORKING IN THE AREA. I80 1 5-4S45 ' \\U/C\ _ _ _ —r— — — — — .— — — — — — — — — — — -- •— --• — TRAIL — _ TRAIL -- TJtR,E I-3 - STIIdBD lia'C9 8CJt8 15]t 1rLtli zi _ _ _ 2z L _ _ _ 23 - _ - z4 _ _ 25+oo_N 86°51'48" E 26 5228.8 ' _ -27� - - za - - _ - - - 30+00 - _ 31 _ _ _ 32_ 1. Barris Csmty Flood Control District. r. - - - - - - _ - _ � ,small bs notifiaa ore. lemst f8 Data prlbr eo c�ruetion tTls-w6•.IBQq). - W \ S 86°51'48" W 5228. - - - Z - 98" WATERLINE N 672 Eoginnr small sotmmtt taco to t[arzis i ja Flood ants Mani ptance District, of w . _ z . itan comtttxtad in Barris may. Flood �tol District d J U/C \ \ U/C selft 3 u/c PROP. 2 " A'1'ERLI E o 10' WATERLINE ESM — ( J prior tomroin I ha andtl th' drainage right-ad�oF _ CO COASTAL WATER AUTHORITY o 0 J Sad• z� Z/ 10�N �' f j _ Contracto drain. ay,tpon i 3 � � � / 3. osetrauor shell me taspoodbia for protecting, onintainin8 End 11,114, U \ \ PARCEL "B"-CALLED 28.233Acs. err7p. Ai�-NW. N �� Q\u/� (FILE No. K874507 O.P.R.R.P.H.C.) N Q Z r ._��/V6 wice/ o °' gmty, bee -hall tAll dixturned areas within the Sarria County e mpdroevlcm zoom an \ - cv 3 W - ` -� .✓'- �® � r Q Pat Sacris ComRy Flood Control specification entitled "Ryd o•f41cm \ \ rr) U S �/,•.,, -`.. ` f �,'_- „„ SURVEY CONaROIa �. �. N c. Sanding' or awtovad equal. W ..,✓• '� ` �('""-y _ r '� PROPERTY CORNER ON NORTH AND ST m 5. awkfill to be in no gr than 1 foot lifts to the density OF THE C.W.A. OF WA MAY HAVE �- W of the aodimuctid adiam= Moil. \ W _ _ _ _ _ _ _. _ _ \ REMOVED BY EN R WILL SUPPLY - CL COORDMMM 5 to ALL POINTS WITHIN C.W.A. RIGHT OF 6. C�raetor shall be responsible for Maintaining flow in m—t d� 30 CTOR FOR ME USE W ..AYOUT Construction and restorinq'ehaonnl to original eatditlon. -'--- WAY TO CONTRA NECESSARY. - _ -'---_ - __ .. _ '7, All escavatw antarial in to to ramooud frtm the =0 rig6troftiR I n --.._ �.__ _.. _ .... _.. - } '.. _ .- - $ -- --._..-�- --�--- 3- O ab�tainis to be a till a -A within a desig>� flood plain arm dtlnat riiat f ' + -. _. -� _. _. - _-.. --- _ _ -- _ -- -. 8. Contractor, with the aadstaoce of -UN Eolimn i! • strll be tt _ 1..- 1 . _..}-.. W.. - �..... j - + _ _ .-- - -- ----- -. -. _. _.__._ _.:..... t. .-.. ::. �.--- - .. rt._. __.. } - -- - e - for obtaining all applimm" City, Canty, Starts, ad Fdstal 25 + > + + - - - - _ -. _ pewits. _ - - __ -- _ Y j 25 _. + d© Man,411- _-rM - t - --+- --- _— + + -- } -- - + } _ -- - - - + - -- _ — -- - -- - - - - - -- -- -- — - - - - 20 - -- - - 4- - + T -- t -- 4 - -- - - -- -`-- -- - --- --- __ 0 . ONF ; a i TEAR ^N' '. - -- - - I i _ + -- - - - - -- - --- - - -- -- - - - - __ -- } + - t - -- - - t - -- - - - - - - -- 15 10 - - - - -- --- - — 10 — y .--. _.. _ __ __ _ _._... _ _ :-- - -_: -. Y .-- ---- - -- -- --- _-- AVE -Arm Ame - �— _ - IF a y 55 1 j _ - --:t 40, """" UIL T -- - --- - 20+50 21 22 23 24 25+00 26 27 28 29 30+00 31 32 33+00 DES By : C .ig C• �wnu Bv: �F. P� LA PORTE AREA WATER AUTHORITY SHEET NO. 4 ®j..._ SURFACE WATER SUPPLY TRANSMISSION FACILITIES CHECKED By . �. G', one ^- _ APPROVED By : .a.C. 90.9 '�'° ova` En ineerin & Environmental Consultants LINE A _ I,h�ssv7 �a g g _ of 55 SHEETS PLAN AND PROFILE NO. %REVISION By o�TE °�'¢ t, 7cMai WestSTA. 10+00 TO STA. 33+00 FLE NO. 888 West Drive South Suite 200 HoustOnr Texas 77042 (713) 781-8800 10790 t 1- /7 9Z RED BLUFF DEVELOPMENT GO. 0 0 B.M .. • eak of VOL. 5860, PG. 226 H.C.D.R. 1 0O ' H.C.FC.D. 80' EASEMENT / IT Bl eastbwmd C. �d� � P=1W�11&I C found in Bing Indeed (CALL — i1,434.66 RCS.) �� N I (VOL.6124, PG.S H.C.D.R.) N Smtanlist Mdgewest ofFarrmgtonl. N BIII-00-00 — — — — — — — — BRUSH — — — — — — — _ — — — _ _ BRUSH iI TRAILS W — — — O Ehn 2B.6B (IM 041 O---------.-- -- _-__.- --.-.- _- .---_..-.---.-__-_-._ --•-' -- `-._-._•---,.�•,� _-- BRUSH W Control Momment-L170 O T —� �T ----- \- L----------- _ -�- C&GS disks L170 Root 1953 and located an top of concrete 1 __-L • II 11 ---r"' t the souther Contra of a small even bridge on Main Street is the City of walk argam T DITCH DITCH -'- ,e YN =`.M1 dam•. Point, let concrete 6eWga northeast of North Wilson aiwg Main street. Elevation 16(1ad).) Reference Bradtmaek_TRAIL ------------------------ Q C-1189 C&GS Disk On southwest concrete sign has 09 throw Pfor F ' - � �� T � - - - - - - -- - - - - _ _ _ - - - - - - - - Bayaae he Savings sign located at the southwest career of of Fairmont -------- - - - 34 -- 35+00- - - -36 _ - - 37 - - - 38 - - - 39 N86051 48 E 40+00 _ 5.22 .86, 41 — 42 43 44 45+00 Cl) Parkwayrmd� g1,46. (also kemwaa8roadwayj. - - - ---- _.-..- E1et.14.79(197HadjJ _ S86°51' 8 W 5,228 84 — _ ------ — --- ------ — W �._ \ /M BRUSH i Z �'W --- -- ------ 96" WATERLINE / J TB.M. • `` • L -•- -- _� ,\ "�_ ''ti `1 348i6-1 ' 0 caned on northeast concrete footing for 1st metal tower south J �` 10' WATERLINE ESMT. �� --� \ \\ _ of Fairmont is 1st HL&P easement west of Underwood. ��'�� ' -✓jam _�.�, TRAILS V Hie.21J7(197gadjJ ( f i"'__•-- -. BRUSH ��- •-.- .. { W '--'- + 348-47-3 Top of found copperweld in concrete. tat PC southwest of ♦3353, V v Z �- ..,� y; N672600 cQ south side Willow Springs Gully. 0 lQ� / - -- SURVEY CONTROL- 0 G . _ + r COASTAL WATER AUTHORITY t ? 21". 17.0 (1978 &44 1 W �'-,- �� ( �" PARCEL "B" - CALLED 28. 223 AC PROPERTY CORNER MARKERS ON THE NORTH AND WE.^,f 346.49-1 Top of found copperweld is concrete (stamped e3363) PT of tad curve N BRUSH OM OF THE C.W.A. RIGHT OF.WAY MAY HAVE BEEN west of Red Bluff north side of Coastal Water Authority easement. (FILE NO. K874507 O. P. R. R. P. H. ) REMOVED BY OTHERS. WILL EUPPLY E3ss. 17 B7 (197B gala U COORDINATES OF ALL POINTS C.W.A. RIGHT O W ('/ WAY TO CONTRACTOR FOR HIS USE IN LAYOUT IF 30 NECESSARY. 30 34g-5}l Top watesof found icoppeoweld in north line concrete Coastal stamped 3370at teast centerline P Authority easement. - - - ------ - - -._- - ---- ------ _. _. _ ...-- ---- -. :- --- -- - _ Stev.273 (1978adJ — --- LOND -_ CMUGUM COOit=A SHOWNMD AMSUR7ACA. AL CONTROLWas TIM USE Of AERIAL SURVEY TE 25 __ — - -- -- - -- - _ _ BASOMM sttoWx ON rBE PLANS ARE NOT srAam IN z!$ FISLD. rfflnf __. --. -_ - _-. _-.._ __ __.-- _-._. ___ _. _._ .___ ._-__ _..._- - � 25 AIM FOR PIPE LENGTH ESTIMATION ONLY. LAYOUT SHALL. 88 EY THE MMt=M SHOWN. PUMLM WORK BE MHASURHE AL INSTALLED LIDIGTHHASSPZCVMD FOR PAYMENT BY THE ACTUAL - - _ PA Samoan "Imace, minimum 20mmmumm _ summermemose- 20 1. LOCATES SHOWN FOR EIfI MO UTILITIES AND PWSLDM ARE T.Y. CONTRACTOR SHALL -CONTACT ALL UTILITY AND PlP$LIIiE COMPANIES. CONTRACTOR SHALL VERIFY AND FLAG THE - - ._ GROUND U7II2T>SB AND PAHIA -___ ._. __- : ___ _.-- _.._.._.. __.._ --_ _._... _... LOCATIONS PIPELU{ES TO _.__ ._ _. _.._ _._ _ _ -__ _ _- -_- _ -._ -.._. .. _- WOREING IN THE AREA. - NOTEt. 15 — ---- — - -- — _ _ — : COORDINATING ___ — _-_ __— -.—_ _ CONTRACTOR SHALL CONTACT THE ENTEEI1TII.yfY COORW COMhBTTEB .. ER7G IN THE AREA. - PHONE 3I s s-{s{5 - _-.. _ _.__.. _ _ _._ __ __ _ :. _. —_ —_ — _ TABLE 2-3 - STANDARD HCFCD NOTES FOR PLANS f _TT T 10 -_..+ _ -_... j __ _ --- Hatrfa County control District. Watershed Masagemene . am }} - _ __ _ I. _; t -_ i .-. -... .{_... ... _ ahaLL be to w'aveotir i713-66S-40ia1. t deal {s kotea p —T_— _ ...._ _ ._ _ ... __ __ _ _.. _. 1 -- }.. _.._ _. ._ , _.----f---_-1— .... _ +.. .. __. - .. _.. --_ _._ -___- ___ _ Engineer atoll submit letter to Harris County Flood Control District. " +. _ _ _ a {. _. i -. f _. }__.. _ . _ _. _. ssaot Department, regeutiet nopKTfon and acceptance of __ ... _. ._ .. _-. __. ._ __. ._ -._ i t -. - ..... -. . __ ,.. . ♦. ). ..- -. _- -- -__ :-._ taaaee in Harris Comity Flood Control District. Right -of -Way. (team constructed 5 }_ ti _... _... _. -_ _._- _. __ -. .._ 5. Prior to requesting burloction, the drainage rightrof-way mWor ewmmb shall be stated and flagged. 33+00 34 35 36 37 38 39 40+00 41 42 43 44 45 45+50 3. Contractor ehaH be responsible for protecting, matotablimg sad restarim batlmiope draiasgs systems. ` RED BLUFF DEVELOPMENT f {. AB disturbed area within the Harris Canty Flood Coatmi District T409-of- i bOL. 5860, PG. 226 H.C.D.R. ` 1, f -- ` ` 0 County ea�way, "capt @C�hatrU specifibottomcation akbe BRUSH ! (CALL - 11,434.66 ACS.) _ �-�- ._-f-•. hydw�uru .ded as persarr+a /_ \__ �� O I — — — — — — — — — � � — - — — - — — —. — — - — — — — w,� _ � -__ .-.,`.•,•••_ .,.,`---- -•^. — — —I. O Baekfitl to 6. rnmpaetad in oogreatat ebantlM� *Hydro-fts o the damtt7 0! � T' 77"" BRUSH H C E C.D. 8O EASEMENT �` S. undisturbed adjacent soil. 1O i f -+_ ---- — TRAIL --�-- (VOL. 6124, PG H.C. OR 0_ CD 6. Camtracter shall 1w roAllicall-4. for maintaining tic.. to channel desist ,x rill N67280 eamenunt=wAn tmin;c,sceoi _:yin L.. DITCH � DIFTC7: All esuvated material +w t - Ls rem.•••+ fr., ., iAFCD ri �•-c`va No V Hit is to be placed within a designatM 'w�..� - .c. are � wi`ho•!t first ubtaideg �__ atilt permit. (n responsible for obtaining all applicable City: t oulty. State. and Falsest ------_--------L _---- - r---------------------------- — a N86°51'48" 5228.88 57 -- — — — — — — — — — ---- — — — — — — — — — — — — — — — — H. with the assistance of tTw Eatkteer if neamaary, shag ion LU IjJ 46 / f --� 4 49 50+0 51 52 53 w — — —54 — — — 55+00 56 ° r " 47 S86 51 48 W 5226,84 z _ .. ... _ i ^, 96" WATERLINE PROP 24 WATERLINE l - v_ J f'KIVh _L J 1 iL t T a ,y LINL3 Jr tvyr�♦ J � / �� 10' WATERLINE ESM _ •g pp 1yv4i my / / \ /• / /' Hrw ter L�gM,n $Power CO. (A «wall N —.. _. \ �• _ LL V i Q, r ✓ \0 („) for crusv,ig unrtPrgr°und oucthnes, unless rested. II (� --- ��' f•- „� �`• ArL �— —'i 0 1 I (— Ya;iltaOre Year Only) i COASTAL WATER AUTHORITY Q BRUSH``.^. Z J r` n u - I;y��.'_.`__(6xeda.+G._-.-..._.._ Q 0 a / � o PARCEL B CALL 28.223 RCS. x scuPresTefn Rem ebW dr G: O ' N (FILE NO. K874507 O.P.R.R.P.H.C. oo C) \ / 0 r O SURVEY CONTROL: a) Enter ln. jr lorated W I N PROPERTY CORNER MARKERS N THE N RTN AND WEST O G- N .SIDES OF THE C.W.A. RIGHT F WAY AY HAVE BEEN N m0 NR7ocnl. M REMOVED BY OTHERS. GINEER. WILL SUPPLY N 1 - �wU '-• ¢� COORDINATES OF ALL POINTS WITHIN tn4a' 1 I a W.A. RIGHT OF N ® ''C� WAY TO CONTRACTOR FOR HIS USE9IN LAYOUT IF W T:--,— NfiCHSSARY GROUND 25 i} _._ _ _ } t _ _-: T-1011. t25 __ s�s A 41 --an reunion mommu-6 EMB� - -20 f 1- -_ - _ - - - - - - _ ; + 20 t } i t j _ — -- — Br o APP VED. __. i : 15 ; }- } _ _ __ _ s, saes carol _ - -- Dro t f titE ABOVE SIGNATURE VALID FOR ONE i YEAR ONLY + Ii --+— - __ - - - -- - 10 $ - - _- - 5 -- - - - f. + -__ _- - A57— /1000% ZJIL T - �— - _ 5 r-. - - - - -- - -- 1 --- _f -- Ell�RT. t - - — 45 + 50 46 47 48 49 50+00 51 52 53 54 55 56 57 58+00 IF monsoon DES By: C. B.C. _t-4 LA PORTE AREA WATER AUTHORITY SHEET No. s ORAVlN Bv:-.-c%c•SURFACE WATER SUPPLY TRANSMISSION FACILITIES c►EcaEo By. c'_ ...... . / ® e LINE A APPROVED BY : C. moo,.. - �� Engineering & Environmental Consultants of, SHEETS �' �' PLAN AND PROFILE TE : 7 Z/- 8�' ssiQ NO. REv151oN oA BY DATE 888 West Drive h Suite 200 Houston, Texas 77042 (713) 781-88� STA. 33-I-00 TO STA. 58-i-00 E N0 l0�90 rr LU 0 RED BLUFF DEVELOPMENT CO. O M eRv VOL. 5860, PG. 226 H.C.D.R.- O _ `" (CALL-I1,434.66 ACS.) + CO H.C.F,C.D� L0 (VOL.612'4 EASEL ENT PG-5 HCD.R.) LU J---.-,�_ NU) DIT( ss S86 °51 4"87rw--_ _ N8,605 48 E Q 96 WATERLINE +005�28.84' � 5228 61 10' WATERLINE ESMT. o COASTAL WATER AUTHORITY 62 - o z PARCEL B CALLED 28.233 ACS, in Q (� toyer o P. (NO. K874507 O.RR.R.H.C. WN N W \ �u W - 0. mQ 1 SURVEY CONTROL: PROPERTY CORNER MARKERS ON THE NORT AND WEST SIDES OF THE C.W.A. RIGHT OF WAY MAY HAVE BEEN REMOVED BY OTHERS. ENGINEER L SUPPLY COORDINATES OF ALL POINTS WITHIN C.W. . RIGHT OF WAY TO CONTRACTOR FOR HIS USE LAYOUT IF A NECESSARY. Uj 0 A- BRUSH i P. T. 65+51.27 x -� — 00 a H.C.F. C.D. D _ 63--- C -18 N0.8111-00i00 IL -- + IS'_ _ N672gp0--�--- P.C. 62+28, 88-"'�•-• PROP. 24" WATERLINE o: 81 H.C.F.C. bans disc stamp" 08106 Bilor found in sidasatk at w aantbmmd brklp La Fairmont Parkway at cmteriine of Big Latmd /� mSleuth (lst bridge want of Farnc�gtoa). �00 I w »nt: 20 6• (197a adyJ o ao O Coated - L170, RED BLUFF DEVELOPMENT CO / NW O cam L370Rasot1943a"loeasedm of eoncraa walk u the brMgs Mafaa Stree to �treCeG 0 /` VOL. 5860 PG. 226 H.C.D.R. / w> M w + ` o! a small eoncratm on of Morgans Point, Ist concrete bridge nortbeast of North Wham s O /� (CALL-11,434.66 ACS.) PROP. 24" WATERLINE +/ > > m O Elevation v 16.N2 (1978 ad)-) S G7roL�� I BRUSH ( LL \ (�'. RaLer D . C-ligi southwest and l auncrate sip of mar pests ter Sayshere Savinp a!p and touted nt the sontb®asc corns of Fairmont Art' �GI - . Pic /V 67 68 N46°I6'00"E 1 69 Q Parkway and old Highway I" (also known as Bsoadwaf). 997.00 gim 1t791197Banp.1 Cf)— — — — _ _— — — — _ _ S !L6 ° I6 00 W 99T OOT� _ _ — W 34/ i ' O ' can" an concrete tooting fa tat matat town, south 96 " WATERLI _' - ----"— Z of Fairmont in lot HL&P assessment most of Underwood. ZYIE �--- TRAILI f +�— .I mow. 2L37 (I"s e4i — 349.47-3 TOP of found eoppaw4dd in concrete. ist PC southwest of t33S3, side will" Sl I Gutlly. =sowtb iE1ev. 10 WATERLINE ESMz 17.1� (I"s m4j h, W I— Q 34F:9-t Tap of Low" eoppawald (n concrete (stamped 03363) PTof tad turno west of R" Blnif aoeth aide of Coastal Water Autboeiq easement. WATER AUTHORITYas.. 00 t/•Ta97•atQj -CALLED 28.233 AC O. � ti (I iy tamp" 3370 at cut centaur 340-53-1 Top of fo:md coppatreW In eoacreta s74507 0. P. R. R . P. H.C. )� F W = ware plant vita a" north Ilan at Coastal Water Authority easemaer ~ to Bbe. 27JI (1978 _lm QM ., MEN �� IEii:IJI_11- •Ni ,r am '— �,I- _ -- 1�''4�i[��[� .v,a �. •u� .,; CURVE RADIUS DELTA ARC BEARING CHORD C- I 450.00' 4003548" 318.85' N66033'54"E 312.22' C-2 450.00' 49005'12" 85.53' N21 °37'24"E 373.84' C-17 460.00' 49005'12"394.09' S21°4S24"W382.15' C-18 460.00' 40°3546'325.93' S66°33'54"W319.16' _REM or. mom REQUIRED JOINT DEFLECTION ME MSEEN,=Ina HIMMENNEN MEMEMEMEME M I ffl, EIMMAIELIFAIMMMM _i CURVE RADIUS 20FT.a 10FT. p° 455 2.5217 U., h455 2.52° 1.26° -- _ - _._ -._.. 1. _ - - -_ __._ -._-_ ._ 0 00 58 59 60+00 61 62 63 64 65 66 67 68 69 o �' 199 L.F. DITCH CROS ING 4-22 I/2 ° r 5 "eras �! vi / - BENDS - STD. PIPIN MATERIAL. W — °° / -� ..-- l �i' 2�a �'9 1. LOCATIONS SHOWN FOR EXISTING UTIISITESS AND PIPISLU S AR APPA07mtATELY. CONTRACTOR SHALL CONTACT ALL IT'1�d1Y AN � 23°$ i / / moo RED BLUFF DEVELOPMENT CO. 47L.F. FUTURE STM. SWR. CROSSING PIPELINE COMPANIES. CONTRACTOR SHALL VIRIFY AND FLAG TH 4 - ° LGCATMNS OF ALL MMNRGRODNn Iraztzss AND PiFBLIIias PR770R Ti ;, . ^ /` o VOL. 5860, PG. 226 H.C. D.R. oo 'y 45 BENDS - STD. PIPING MATE RIAL. WORKING IN THE AREA. �/ (CALL- 11,434.66 ACS.) C/ / l / / NQ ' I TABLE 2-3 - STANDARD HCFCD NOTES FOR PLANS W Z z 0 ZW a V !z ED (� ¢ a U d' z o WjzI� f-+ g H a ZX 00 O' W 4a co 1600,o LIJ�. _ ` \\\ ?✓ s9? o 10' WATERLINE E3T. �� I �� S46BRUS 0�6 _ , _ 4 PROP. WATERLINE Z;F,97 _ P.T. 79+38.06j0Z ul :�i �� I Q 6 _ r8 W COASTAL WATER AUTHORITY Np ii ( C-(?' SURVEY CONTROL: „y-s— 1. Harris County Flood Control District, Watershed Management Department, shall ba wtified at least 48 bunts prior to eoastrectlm (713-6"-4050), Z. Engineer shall submit letter to Harris County Flood Control District, Watershed Management Department, requesting inspectim and aecapte of items constructed in Harris County Flood Control District Right -of --Way. Prior to requesting Inspection, the drainage right-ef-way and/or easements dull be staked and (legged. 3. Contractor shall be'responsible for protecting, maintaining and restoring backslope drainage systems. 4. AU disturbed areas within the Harris County Flood Control District right-of- way, incept the charm! bottom, shall be hydro -mulch seeded as pa Harris County Flood Control specification entitled 'Hydro -Mulch Seeding' or approved equal S. Backf ll to be compacted in an greater than 1 foot lifts to the density of the undisturbed adjueat soil. 6. Contractor Shall be responsible for maintaning flow in channel the °- PARCEL ° B" CALLED 28 . 23 3 ACS. construction and restoring cbamel to. original coaditiom } NO. K 874507 0. P. R. R. P. H. C. \ PROPERTY CORNER MARKERS ON THE ORTH AND WEST 7. Ali .fated material is to be removed from the HCFCD right-of-way. No PC. 75+48.27 SIDES OF THE C.W.A. RIGHT OF WAY AY HAVE BEEN /'1 / 1 REMOVED BY OTHERS. ENGINEER WII.L SUPPLY fill Is to be P designated food Plain area without [first obtafoieg m \ / f _ POINTS _ a fill °ermit. Placed within a COORDINATES OCOR ALL t•UFOR WITHIN C.IN \ RIGHT OF WAY TO CONTRACTOR FOR HIS USE IN LAYOUT IF 8.. .Contractor, with We assistance of the ear if sec shall be NECESSARY. for o t cable !lo' --__ _.-._ _ PP , 7, State, i } 1 responsible b atning all applicable City, Cmat to and Federal 2O } t t_ NATURAL GRtUND a I NOTE: _ t __1__ — -- - -} $ }. 20 1 _. f __ . i- y - ... -:. -_.� CONTRACTOR SHALL CONTACT THE ENTER UTILITY COORDINATING COMMITTEE _ 48 HOURS IN ADVANCE PRIOR TO WORKING IN THE AREA. } PHONE K23-4567 or 1-800-245-4545 Rif + +jW T MPIR tEVA f + PRIOR24 WATERL E c c } t �MATE 15 Nt --- _ } { Boom > _. _ _- t _ } , { +$ � o I v,1p APS •YL t —{ —az6fiL_ _V -- ,_ ---- au -98 -- - THE Atit)vL NAIURE VALK t r j + - - - _ - -. __ - - -- - -- -- _. $._ - - - FOR ONE (l; TLAR O%L7 , 5 - - --. -- - { - — - - - +_ _ - - -- - - _ _ } + - - -- -- - -- - 0 _ -- _ AN �aw -- - - z 70+00 71 72 73 74 75 76 77 78' 79 80+00 — — DESIGNED BY: P 0- LA PORTE AREA WATER AUTHORITY SHEET NO. 6 DRAM err: C.a a nu MI SURFACE WATER SUPPLY TRANSMISSION FACILITIES a. _ a CHECKED BY: �. G. • « ® S ®INC. �...... ....� LINE A •o: PRIVATE UTILITY LINES SHOWN Houston Li®M ng ti Power Co. (Approval omy for Crossing Underground dutthttas, unkMs riabtd valid for Yew� Orb) tarn Teb(:twrse Go�ethorse Go Enters, Incorporated Others Others A ED �„ : 2�.c. �,�6fp`�w, Engineering & Environmental Consultants 55 SHEETS b«�PLAN AND PROFILE OF NO. REVISION By DATE DATE 7 zl ZE STA. 58+00 TO STA. 80+00 FILE No. 888 West Drive South a 200 Houston, Texas 77042 (713) 781-8800 10790 co 1600,o LIJ�. _ ` \\\ ?✓ s9? o 10' WATERLINE E3T. �� I �� S46BRUS 0�6 _ , _ 4 PROP. WATERLINE Z;F,97 _ P.T. 79+38.06j0Z ul :�i �� I Q 6 _ r8 W COASTAL WATER AUTHORITY Np ii ( C-(?' SURVEY CONTROL: „y-s— 1. Harris County Flood Control District, Watershed Management Department, shall ba wtified at least 48 bunts prior to eoastrectlm (713-6"-4050), Z. Engineer shall submit letter to Harris County Flood Control District, Watershed Management Department, requesting inspectim and aecapte of items constructed in Harris County Flood Control District Right -of --Way. Prior to requesting Inspection, the drainage right-ef-way and/or easements dull be staked and (legged. 3. Contractor shall be'responsible for protecting, maintaining and restoring backslope drainage systems. 4. AU disturbed areas within the Harris County Flood Control District right-of- way, incept the charm! bottom, shall be hydro -mulch seeded as pa Harris County Flood Control specification entitled 'Hydro -Mulch Seeding' or approved equal S. Backf ll to be compacted in an greater than 1 foot lifts to the density of the undisturbed adjueat soil. 6. Contractor Shall be responsible for maintaning flow in channel the °- PARCEL ° B" CALLED 28 . 23 3 ACS. construction and restoring cbamel to. original coaditiom } NO. K 874507 0. P. R. R. P. H. C. \ PROPERTY CORNER MARKERS ON THE ORTH AND WEST 7. Ali .fated material is to be removed from the HCFCD right-of-way. No PC. 75+48.27 SIDES OF THE C.W.A. RIGHT OF WAY AY HAVE BEEN /'1 / 1 REMOVED BY OTHERS. ENGINEER WII.L SUPPLY fill Is to be P designated food Plain area without [first obtafoieg m \ / f _ POINTS _ a fill °ermit. Placed within a COORDINATES OCOR ALL t•UFOR WITHIN C.IN \ RIGHT OF WAY TO CONTRACTOR FOR HIS USE IN LAYOUT IF 8.. .Contractor, with We assistance of the ear if sec shall be NECESSARY. for o t cable !lo' --__ _.-._ _ PP , 7, State, i } 1 responsible b atning all applicable City, Cmat to and Federal 2O } t t_ NATURAL GRtUND a I NOTE: _ t __1__ — -- - -} $ }. 20 1 _. f __ . i- y - ... -:. -_.� CONTRACTOR SHALL CONTACT THE ENTER UTILITY COORDINATING COMMITTEE _ 48 HOURS IN ADVANCE PRIOR TO WORKING IN THE AREA. } PHONE K23-4567 or 1-800-245-4545 Rif + +jW T MPIR tEVA f + PRIOR24 WATERL E c c } t �MATE 15 Nt --- _ } { Boom > _. _ _- t _ } , { +$ � o I v,1p APS •YL t —{ —az6fiL_ _V -- ,_ ---- au -98 -- - THE Atit)vL NAIURE VALK t r j + - - - _ - -. __ - - -- - -- -- _. $._ - - - FOR ONE (l; TLAR O%L7 , 5 - - --. -- - { - — - - - +_ _ - - -- - - _ _ } + - - -- -- - -- - 0 _ -- _ AN �aw -- - - z 70+00 71 72 73 74 75 76 77 78' 79 80+00 — — DESIGNED BY: P 0- LA PORTE AREA WATER AUTHORITY SHEET NO. 6 DRAM err: C.a a nu MI SURFACE WATER SUPPLY TRANSMISSION FACILITIES a. _ a CHECKED BY: �. G. • « ® S ®INC. �...... ....� LINE A •o: PRIVATE UTILITY LINES SHOWN Houston Li®M ng ti Power Co. (Approval omy for Crossing Underground dutthttas, unkMs riabtd valid for Yew� Orb) tarn Teb(:twrse Go�ethorse Go Enters, Incorporated Others Others A ED �„ : 2�.c. �,�6fp`�w, Engineering & Environmental Consultants 55 SHEETS b«�PLAN AND PROFILE OF NO. REVISION By DATE DATE 7 zl ZE STA. 58+00 TO STA. 80+00 FILE No. 888 West Drive South a 200 Houston, Texas 77042 (713) 781-8800 10790 >� eq-A43 24"X6"TEE 20' W DE H.C.F.C.D. ESM'T. B116-00-00 toll I " 60' 1 VO 1788, PG.41 H.C.D.R. 81 H.C.F.C. bran dine stamped 'B306 BMOZ• found in sidewalk of 24 G.`il. 8l BOX /W 2d WIDE UNITED GAS PIPELINE ESM'T. 5utbamst�®ae�a1 Parkway at eenterlas of Big Inland ' I (�y�1j�� VOL.5260,PG.598 H.C.D.R. l E•68(19n�J / / I I \ ( �� 9�.T3 AQW o z I Control Monumemt - L170 y O / RED BLUFF DEVELOPMENT CO. %t-00 41 I) ChGS dish stamped L170 Reset 1953 and located om t m O // VOL. 5860 , PG. 226 H.0 D.R 0 �/ T rr� . Air V l / D D I ( S 87°09'18"W op of concrete wait[ at the ' � � (� d matthaant eoraee of a mall concrete bridgm on Main Street to the City of Motgad + z // (CALL - I I , 434.66 Acs.) o / / L. F. BORE a J CK I 13.0o Point, 1st concrete bridge aosw.aat of North WBeen damg Men Straa6 /�� ti Pam/ PROP. 24" WATERLINE 1 :� / Q �t� rn AS-F3U/LT Elevation. 16.602 (1976 adl.) Q ' BRU ?h� PI 90+14.93 Retmuno Benchmark 8 89 �O C-11W CC�saathwest concrete sign beg of three posts for I - / �,018.55' 85+00 BRUSH 8 87 — — — — t' 0 Bayab@e Savings sign d located at the southwest corner of politicians BRUSH 83 N 02°49' 12" W Cn BRUSH 81 8 _.,........- — — — — _ _ — — — — — — — — — — 7� — �` TR NSMISS \ 8 C�O.tZS Parkway and Highway knownasBroadway). LO W S 02°49'I2TE 1,016.56'---� - - - —---------- �' I now. ltT9(19TBaaiJ _C ZZ �Z 0 aEnd T. B. M z -- -- — — .— — — — — ,— — — / / / _ T; -«;z— -" D I �� a 9a�•� 3:8.46.1 O' carved on northeast concrete footing for 1st metal tower south _ ------ -- — __ — — — _ _ _ _ _ _ 96" WATERL)NE l0' WATERLINE ESbIT. N 87°09 co �//Y 0Bend of Fairmont in let HLhP easement went of Underwood. 10.00' J -----------__...—` w �(/ M".2137(1979ll p 3 EXIST. CATHODIC PROTECTION E O \� 348-47-3 Top of found copperweld in concrete. lot PC southwest of e3353, N = o COASTAL WATER AUTHORITY O INSTALLATION m v south side Willow Springs Gully. > PARCEL °B" -CALLED 28.233 Acs. a m �. Main. 17.05 (1978a41.( -- - - (FILE No. K 874507 O.P. R.R.P. H,C.) t° m ( '\G 340-49-1 Top of found copperweld in concrete Istamped e3363) PI' of tad curie Q U SURVEY CONTROL: - x PLEASE CONTACT ALL CON r- I n e Z Z i ono ( A west of Red Hluff north side of Coastal Water Authority easement. G - PROPERTY CORNER MARKERS ON THE NORTH AN I ( �`f E COMPANIES AT L$A.S'P Q SIDES OF THE C.W.A. RIGHT OF WAY MAY HAVE BEEN E 3 231400 I r' mar. ITA7 (1978Ill g A 48 TO 72 HOIIRS PRIOR TO REMOVED BY OTHERS. ENGINEER WILL SUPPLY - �� r EXCAVATION OR CONSTRUCTION 348-5}l Top of fond coppe:wald is concrete stamped 3310 at ens[ centerline .� m OF THE water plant site and north lime Of Coastal Water Authority easement. til COORDINATES OF ALL POINTS WTI'f@) C.W.A. RIGHT OF � PILE TREE 0. WAY TO CONTRACTOR FOR HIS USE IN LAYOUT IF PILE(T) IIN 25 Elay. ZT31 (1978 adj.) 25 NECESSARY. \ HORIZONTAL CONTROL - TSSSE PLANS WERE PREPARED WII'8 THE USE OF AERIAL SURVEY TECHNIQUES. COORDINATE SHOWN HEREON ARE SURFACE. .. -__ _.._— BASELINES SHOWN ON THE PLANS AM NOT STAKED IN THE FIELD, THEY ARE FOR PME LENGTH ONLY. LAYOUT SHALL By 20 -- 20 REFERENCE DDfBHSIONS SHE ti IIONOWPiPELiNB WORE WILL BE MEASIIRED FO - --- - - - -- PAYMENT BY THE ACTUAL INSTALLED LENGTH AS SPECD•'iED. X11-...-_ .. _. _ _ 8 ._._ _- __ .-- _ .. Anil 110 N MESH Ml NOWA 00 MEN 0 C-MmEmalmraw 2212 v"ISEMEMEM MEMEMEMMEM MEMO 0 M, X-Closil r-11=013=1 MEMEMEEM MENEM OEM MEMEMEMEME so M MEMO MENEM MEMEMMEM ME ME M MEMEMEM SURVEY CONTROLS N .61 N ® RED BLUFF DEVE OPMENT CO. smESEOFHEC.RS OFYVEaew 24 $ 4°i END WAY MAA t O: T.WA. RIGHT i I - I REMOVED BY OTHERS. ENGINEER WILL SUPPLY \'.—' , �� VOL. 5860 PG. 26 H.C.D.R. 1 ySj ' / COORDINATES OF ALL POINTS WITHIN C.W.A. RIGHT OF 2 WAY TO CONTRACTOR 6'j 00 t \ (CALL -11,43 .66Acs.) FOR HIS USE IN LAYOUT ff NECESSARY. m i \ O O I O oo O -_O FRIENDSWOOD DEVELOPMENT CO. O \ m 1� 9,8 PROP 24" WATERLINE '' � + �0p FILE No. E 748222 O.P.R.R.P. H.C. + W i TYPE I FLEX I (CALL -720.172 Acs.) 0) / N675800 JOINT ASSEMBLY �32� I Q l PROP. 24" WATERLINE �� — — _ TRAIL L ` Q PL99 40.98 - 11 I IBRUSH Q N— , 92 93 1 94 N 36050*45" E 400 930.32' \ 1D 101 BRUSH 0 0 N S7°09'14 96 97 9_8 too+00 E I-- 1 _ — — — --- --- _ _ _ _ — _ _ _ _ '9 -� �� --- - -- PRIVATE UTILITY LINES SHOWN 4ouslon Lighting $ Power Cn. (Aonmval only for crossing underground ducthnes, an!ess noted. vahe for One YearOn 1 western Bell Telephone Co. 4 EMez, lnc�"xNati" M Others Others AS- F3G!/LT i Z-0po �tv 9d' /z / - -- 817 - -- - - - - _ - - a.. ♦ f ♦.. _ -_ - _ _ —._ - _ ♦ -- - - - -- __ __ 5 Un/rEo GAS Ca TO (INiTEO TE.Y.95 TFpn/SM/55/Oti/ CO I AOI.OfX/5T. CAT ODri"i° T /itSTALL.' �L.F�4E JACf{ C 238� N0. - REVISION BY O�TE �� sros�sr_sl•�:� DESIGNED BY. C. B.C. LA PORTE AREA WATER AUTHORITY DRAWW BY J.C.ESPSURFACE WATER SUPPLY TRANSMISSION FACILITIES P/ Y. �)..«... CHECKED BY : D.C. ® D. C , , I e Ao:, a6s7o X. En ineerin & Environmental Consultants LINE A J!kPPROVED BY : _ ,��SFotsn',-- X. g g ` alesfohA�EA r PLAN AND PROFILE DATE : _7-16-8a STA. 80+00 TO STA. 103+00 888 West Belt ®rimy Suite 200 Houston, Texas 77042 (713) 781-8800 _F SHEET N0. 7 OF 55 SHEETS FILE NO. 10790 37-(�y3 RED BLUFF DEVELOPMENT CO. I VOL. 5860, PG. 226 H.C. D. R. O (CALL - II,434.66 ACS.) oO /PILV \ O W \' �p ° 10' WATERLINE ESMT. N N �O `RUSH \i�P`LE \ /P /W P P1� �`/ — ✓ 7-RAILe o7 L '� — n 3 > S87oQ9i/g;A1L="� '- 105+0 \\ 106_C _ _ P 2 ch ---�— C o PC. 104+65.95 WAT.. . INE �.- \ N6j5800 Q COASTAL WATER AUTHORRITY PARCEL "A" -CALLED 11.162 AC CP1 E \ (FILE NO. 8874`507 O.P.R.R.PH. ,) \� PROP 24" WATERLINE\ O N O J tJ Nm \ \ \ \ \ a O 00 O W J \ Bioumuz H.C.F.C. brae disc stamped M106 SM02• found in sidewalk of \� eaatbmmd bridge for Fairmont Pathway at eaattrLas of Big lalaad RED BLUFF DEVELOPMENT CO. Sl°oth(let bridge want ofFaretegton). VOL. 5860, PG. 226 H.C.D.R. (CALL - 11,434,66 ACS.) 6�6 Bus 20.68(1megJ �� 4pp Control - L170 O C&GS dish atataped L370 Reset 1993 and located en top of concrete walk at the " southeO Comm of a sasall concrete bridge ca 1Nln Site so in the City of M / Point, list connate bridge norHmast of North Wilson slam@ Main Street. f -! /� 10' WATERLINE ESMT. + Elevation- 16.602 (1978 adj.) `/�// In Reference Benchmark 8 R U S H /� _ C-1159 C&GS Did on southwest concrete sign base of three posts for f BRUSH Sayahose Savings do and located at the southwest corner of Fairmont o+oo N50°44'17" E it 1,333.41' ,IZ a Pgtkway and old Highway 146, (also known as Broadway). — �� ._.._ — — 3 — — — 114 — — — Bps 14.79linoadU _ — --_ S50°44'17"W ___ --•-._ //- 1,346.93T------ — — -- ------------- � T.B.M. W z 340-46-3 • 0' Caned en northwest concrete footing for tat metal tower south of Fairmont in let HL6:P easement west of Underwood. Bhev. 2137 (1978 adjJ 96 WATERLINE "" ♦ 1 0 \0 — PROP. 24" WATERLINE J 34•-47-3 r math side mow • ��oncrwta. let PC southwest of e3353, / CAN w Mow. 17AS (1978 djJ \ / .n 348i9-1 TOP of found wPPOwetd in coacreto (stamped 03363) PT of Zed curve west of Rd Staff north side of Coastal Water Authority COASTAL WATER "A" AUTHORITY p Q easement. PARCEL -CALLED 11.162 ACS. W �a Ben.. a 711978djJ (FILE NO. K 8 74 50 i 0. P. R . R. P. H . C .) q 349-63-1 TOP of fund eopparweid in concrete stamped 3370 at east centerllm y (�� water plant site and north Una of Coastal Water Authority easement. FL Yf3 am ME MEME ggggggg ��maadtfat�� en�i�i��e��a�l/fiVlf(rlY(1/��7A��„�— ��SB�a�ial•��SS��I!(!\l'/IfG,aiif��i�—��ai��_��_ ..—.ena��_•aes�� a�a�I�Tt�—�m.�— • ... ES �if•� � �• � am � ��h� ��a��•�stataata� �� hihthhl�,��il��u� 'M MEE EM =woman MEEME OEM M1 MEMEME a MEE MEMEME M No M a =am EEEMMEMMEMMMM a M ME MEE a MEMEM no ME = MEN M® IIIIIIIIIIIIIEMM Men 11MEEMEME I SURVEY CONTROL: ♦ • . ► • SIDESPROPERTY CORNER MARKERS ON NORTH AND WEST • • • • • • , COORDINATES• POINTSt, SUPPLY• WAY TO CONTRACTOR FOR HIS USE IN OUT IF NECESSARY.•, • • y FAA .......,,_ . .... .. „ sou I !! � ..• •., _ ` an �I�i�� ' °NEIIIIIIIII .. . .. _ . .• , , sEMENTI s F 'ISO r - �— �� ss.� =�a� �1�• g iiil�i=- � - - . - „t. to _ , .. , MOVIE�� WA _ _. — SEE MEMEME�i� ME so MEN Now MMMMMMMSSS •No ME •�i�iam ��i�Tsi��ili�� ME ME DES BY: __� R G / CHECKED BY: L7. G ait�:c^NY;K APPROVED BY. G DATE NO. REVISION BY DATE RN tswrN. I �t i��i� �iiai � r � ► 1 (1970 .R4 SHOWN ON THE PLANS ARM NOT STAKM IN TRZ FM n. THEY- R OCATIONS SHOWN FOR E=T[NG UTILITIES AND PnMMU Alt_ PPROXIMATELY. TABLE 2-3 - STANDARD BCFCD NOTES FOR PLANS Harris Comity Flood Control District, Watershed Management @hall be notified at least 43 bours prior to construction (713-684-40SO), Saginser mDall audit letter to Harris County Flood Control DbMct, Watershed.Management Departmmt, requesting Inspection and acceptance of items constructed to Harris Coma Flood Control District Riglit-of-OeF. Prlor to requesting Inspection, the drainage right-of'wa7 and/or OrAmmeoU shall be staked and flagged. Contractor shag be responsible for protecting, mdstaining and restoring beckslops drainage systems. All disturbed areas within the Harris County Flood Control District righ"t- way, except the channel bottom, shall be hydro-mWc6 seeded as par Harris Comity Flood Control specification entitled 'Hydro -Mulch Sending' or approvedequal. Baekfltl to be compacted in no poster then 1 foot Bits to the density of thin m lismrbed adjacent soil. Contractor shall be responsible for maintaining flow to ekamel during e9aStrncttinn and restoring ehansal to original coalition. AD excavated material is to be removed from..tbe HCFCD right-ei-nay. No fill Is to be placed within a designated flood plain area without YitN obtaining a BB permit. Contractor, with the assistance of the Engineer H necmar7r shall be eaoI H to for obtaining all applicable City, County;-$tate, and Federal permits. PRIVATE UTILITY LINES SHOWN Houston Lighting & Powier Co. (Approval only for crossing underground ductlines, anlets noted. Valid for ne veer a,y) — SolAhwesterr Telephone---- Eragr, IncOroorated a"ra CTOR SHALL CONTACT THE ELATE% UTE.fi'Y COORDINATING COMINIfT 'EE IN ADVANCE PRIOR TO WORKING IN THE AREA. Z23.4567 or 1-800-2454545 REQUIRED JOINTDEFLECTION CURVE RADIUS 20FT80 10FTAO C 3/C-16 455 2.520 1.26° C-4/C-15 455 2.520 1.260 ■� CALCULATED FOR LAYING LENGTH SHOWN.FOR AP MOlvill MATERIALS (RV.C. 8 HOBAS) WHICH CAN NOT USE SIX HIGHER JOINT DEFLECTIONS, IOFT. LAYING LENGTH mr MEMO ME L• 4r,raffiq �w wers" ffie"M r ED Engineering & Environmental Consultants :.. Ulest •- g, :g:• IEEE MM pj"_. 10 N IflilrAmm IMME MENEM ONW- go-h DPW "I LA PORTE AREA .AUTHORITY SURFACE.TRANSMISSION FACILITIES 1 • OF a I C 1 I f i a z 7 0 4 rr LL a W m z s - 0 c n s � z 0 z 0 m' o o Cl x 5 n. ,r 1111111 nun0 nm� nmia mnr i ---_________ _ WILLOW SPRING GULLY --�,_-. -. / 24-X6"TEE W Qzf - g,M, X g'6~ 300' R.O.W. _ 2 81(M/BM112 H.C.F.C. brat disc stamped •3106 a1602• found in sidewalk of ; o r eastbond bridge for Fairmont Parkway at counseling of Big Island O f SO CONTROL: / Q. �� 4 Slouth (1st bridge west of Farringtanl. O P OPERTY CORNE MARKERS ON TH NORTH AND ST /q O WILLOW SPRING GULLY O / B♦lew•1A.60119M at•a PROP 24" WATERLINE ES OF THE C.W. RIGHT OF WA MAY HAVE B EN m Q 230' EASEMENT MOVED BY O HERS. ENGINE R WILL SUP LY 2 cc �2 / o T / O Control Monument -L170 C RDINATES OF ALL POINTS C.W.A. RIGHT OF C&GS disk stamped L170 Reset 1953 and located on top of concrete walk at the (� H•C. . C.O. DITCH Y TO CONTRA TOR FOR HIS SE IN IAYOU ff 2 fL J 2 - \ Q ° /� southeast carnet of a smolt concrete bridge on Main Street is the City of Morgaar N _ B L. - 16 - 00 N CESSARY. J / Point, 1st concrete bridge northeast of North Wilson along Main Street. VOL. 7416,PG.316 H. .O.R. 3 � jp T / TREES � 44 E EMENT 17.7 074, /�'!{¢QQ 2 / J� O �'- - --GONG. Op 0) Elevation• 16.602(1978 Q TREES o , „ , Ir O �- -- -- O- m, �: HU LE Of L 8 M Reference Benchmark S 39 4 12 10.3 O Om O JZ 3REE1 ING OCO Y - C-1189 C&GS Disk on monthwean concrete -""--- Y9/V -k CONC. O Ql FI ' /D7511 169 Ba 128 -- 129 - -. J`\ _.--__"�. f---.` _ TREES S - / �q 24 C7 . El BOX fy d. 0. P. R. R.P.14.C.) Parkway and old 87gltwy, 146. (also knowo as Broadway). posts sip bus of three for _ _ _ u /� yehore Saving• BIM � Iocu" at southwest conter of Fafzn� TREES W _ _ --____-- 13f N 36°05 09 E 132 1 099.95' 33 - - - slow. tl r9 (1979 a1�J -- Sr gr A _ _ 34 -�., I�IrL E T u%%d 5� I T lk TRAIL ---_'--- -.--_- - _ T -h ^' -_ '- - - - � 137 6°07'2 'E S 36°05 09 W 36 i 1,097.33 - - I'L6.47' J __,"_ Q -_-• �,,, _ ,- - W 346i6-1 • p •carved an northeast a se concrete west of for 1st metal tower, south - •-' - -"• "••- ---'---•-•-=t - - - _ of Fairmont in 1st HLhP easement mast of Underwood. WATERLINE _ %� +00 -� 600712 "W 129.08' Z --- 1L 3' 60 STL.SL VE = COASTAL WATER AUTH-'-"-------•� \ a ' - ster.zl.3r(19aaa4a U Au 2 PARCEL u A n - CALLED 1 1. 16 2 A C S. - / T UNNE p %''f'� • �3G "t/ �3G / / / J 348.47-3 Top of found copperereld in concrete. 1st PC southwest of s3353, 6' Q 2 - L m I PZ.1 +01,78 - ,, Q 1 1 _ FUTURE STORM SEWER south side Willow Springs Gully. (FILE N0. K874507 O.P.R.R.P.H.C.) �> FUTURE STORM SEWER- ��---` v� / "�jL BY DEVELOPER Q ~ > BY DEVELOPER ta- m- •c = <JO ,�,Z^� 00 t O Z H 23 00 W --- - ~� 348-49-1 TToop of found cr8 adIj opperweld in concrete (stain e3363) PT of tad curve F A6 OOp _ .m x � (� � Z west of Red Bluff north side of Coastal Water Authority easement. 10 WATERLINE ESMT. goo in � E3 x 2.�R / ' W./ o Q "�- NfSEL < ,� Eay.-47.87 (1978 adja 2O d PZ. 134+86.61 z N 2 / Aa00 r0 3N 63 1 Top of found copperweld in concrete stamped 3370 at east centerime �� FUTURE DRAINAGE z� ,y23 n.W< water plant site and north lino of Coastal Water Authority easement. - C ii A NN E L �` y , ° �of 20 Mae. Z7.31 (1978 adj.) - -_ GNU HORIZONTAL CONTROL - TBtiBt PLANS WESE PREPARED Wf1'S T86 IISS OF ABRIAII SURM COOMMiATB 880gN ARE SURFACIL MMMM ON TSa PLANS. ARE NOT STAMM IN Tffi FIELD. TSEY IrJ - _ - - ARE FOR PtM LENOTS ES11f"Mig ONLT. LAYOUT SMALL as BY TSB - - - - - - - - - -- --- - -_" _ - - - _ AWOFTO FM 15 Y1®Fr BY THS ACTUAL tf�S't'AUJM LBM= AS SPXCV= LVt °$ - - - --- - SHOWN. P1PaL1ATE WORs Wet, u PA - - NOTES IO FOR E705TING UTILITIES AND PIPELDIRS ARE 1 LOCATIONS SHOWN -_ ._ -- _ APPROKDdATSLY. CONTRACTOR SItAt.l. CONTACT ALL UTHXrY AND -- -- - - - PtPELIIiE COMPANIES. CONTRACTOR SHALL VERIFY AND FLAG THE ' IO LOCATE)NS OF ALL UNDERGROUND UTD.TITESAND P1PELtNES PRIOR TO - _ _ _._ --_._ _.__. _. .-- -- - WORMH;INT . - -- - - - CONTRACTOR. SMALL MAINTAIN MEDIAN DITCH AT ORIGINAL OR °-• ' BETTER CONDITION THROUGHOUT CONSTRUCTION OF THIS PROJECT - - -- -- - Wetc .._ ..__. _._ - - - - _ .. _ _ _ - __. TABLE 2-3 -STANDARD HCFCD NOTES FOR PLANS fill _.. --- --`- -- - -- ----- - ... - ---- -- - WHE t t Departmm, BY E-Va )PER notified Management Herds Control Ws�Mi ecrt, Watershed t aball at taut M to construction 84-4050 . be hours 1 2, submit latter to Harris County Flood Control District. 0 Watershed M=410mmt Department. inspection Db =itkit acceptance -- -- - - - of - Inspection, the drainage right-ot-wq aad/W b items in Barra b - - _. Pro be st = to 4 flagged• 3. �fContractor shall be dralsage mrsspomible for protecting, maintaining aml backslope eau. _ _- --- - __ ---- ---- - -- _ 4 Ali disturbed ueu within the Harry County Flood Cmttol District !- ttom, shell be hydro-unfich sesdal __ w�' par Bases except �Caateoll usspeeifieatim entitled •Hydro•Muleh uSeedag' a am-rwedpeq-L 127 128 129 130+00 131 132 133 134 {3� _ / 37 138 139 S. Backfiu to be compacted in no greater thus I toot lifts to the density of me A • - / SPRING �O 60 ST L. SLEEVE rmdlstvrbed adjacent soil N 1L1.pW GULLY 4'tS? ' a.� /O¢��.>Fo / E%IST. 96 WATERLINE` 6. Cmtraeeor *bell be responsible for mefubdulog flow in obaenel daft SE ENj 9gOO F�2� H C FEC. D DITCH `� co=buctlm and restoring channel to original cwditim. E i 8112�i0-86-- -'. °.•.-- �- . 7.. AM excavated material a to be removed hem the HCFCD right-of-way. No . 4i► _ 2Q F. C p • D OC H O -�' �� O SPRING n fin a to be placed within a designated flood Plain area without first shielding C A o ■ C) O wILLOW GULLY PROP, 24 WATERLINE afill permit. C) au2 00, doll be �18 a� a� -. PROP. 24 WATERLINE g FaL F R Pt1,M / �- ""-- 9. vispmafblcontractoe toe with aaiininggaalllaappa cable City, County, County, State,rn Federal - �.77036'27°E o00 Ci' 42.05 Pc. lal+n140* 7 .3s �^�rnw, Air A I _L ^7 - BRUSH C_14 lao +oo N� ~ - -- - - -- - N 49�' 6_ZAM _750. -4_' 4/ Nam► ' / �� __ _ 145+_00 _ TRAIL - -� -_ _ -11�-- ---_--__-- -- - 7 EXIST. F E TO _ --.-- -- -_ - - - - - - _ - - --- - - - --- - --------- -- _ BE MOVED B - _ ~ OTHERS P.T. 140+69.30 - _ f4�" C--6 -�� - 1� _ las S 49°16 5 W 750. 149 so+oo P.C. 139+28.I1 . u �..� _ - - - 0 - - -- - - r 4 .. S 77°36 ?t1 W �' CTHRUS COLLAR �� J e R U S H 96 - WATERLINE W 42.05 �~ P. T. 143+68.13 _ _ PILE z O 6• �WA�ERIINE BoRU H _,-�---' 0 _--..,✓'� z�---t x'�-z --` FUTURE STOR SEWER � �, _J a 3 EXIST. FENCE zBE-- z t BY DEVELOPER x -- O x z -- ----x O C� Q MOVED BY OTHERS -10 WATERLINE ESMT. x z PILE OF TREES _AS ____ COASTAL WATER AUTHORITY c� ) __ COASTAL WATER AUTHORITY - TRAIL X --10' WA PARC o / PRIVATE UTILITY LINES SHOWo Houston Lighting 6 Pbwer Co. (Approval only for crossing underground ductlines, unless noted. Valid fur ne Year Only) esters 9e1 Telephone Co Entez.Incorporated -._ .. Otht+s Others v TERLINE ESMT. EL A - CALLED 18.298 ACS. TREES do PARCEL "A" -CALLED 18.298 ACS. _ V 6?B(FILE N0. K874511 O.P.R.R.P.H.C.) Q _ (FILE NO. K874511 O.P.R.R,P.H.C.) ��000 � Q CONTRACTOR SHALL CONTACT T1>agf>rEzUTILITY cooRDlNAagG coanformI _ B 46 HOURS IN ADVANCE PRIOR TO WORMG 1N THE ARHA, 7•-•.�'i OO \ll j O PRONE./2t3iS67 or I-608245.45is LO-PILE OF TREES J \ / - - -- - - - - - -- - _, ---- -- 20 -- _ - T - - - - --CURVE -. j._.- i -- -- +- _:. _ - - ---- - -- NATURJL GRO D F _RADIUSCHORD - --- _._ - - - + mow . NO. DELTA ARC BEARING CHORD -15 -- -. ^.__ --- - _ _ p _ C - 5 200.00' 41°2907° 144.81' N o n r _.__- _ --- - - t _ __ : C 6 400.00 36 19 37 253.61 N 59 26 4 I E 249.38 _ - - - u -- : - -- - _ _ RE $ VA VE 0 15 - . 00' 36° 19'37n 259.95' S 59026'41°W 255.62' EA G 13 4I0 ,- - --- r _I C - 141 190.00 41 °2907 137.57 56051 53 W 134.,'i9 - - - __ - __ --- - - - - - -- - + REQUIRED JOINT DEFLECTION 10 } - - - - -- CURVE RADIUS 20FTAo IOFT. A° C 5/C-14 195 5.87° C-6/C-13 405 2.83° 1.410 Via faala Is ■seal n'��'�w� ■1.8��ff8��8�81-��81- 7fa"■■Ent11•S.`1•-Ian-,� • • - - 8 seseess :1ROBINSON 1■ �LLIs __�8fa1•�81♦g�g�tg�af81•��81��81•�1;t2-��;I, E � • C � r ■ i. / �af��s��sfsfaffa-i��■��-f��! „ ` .....,. IMP, MONSOON 8�t1t�t�■��t��t��a��t1�■t��t��tt1��■� 1 , a�:rf��u�rr�rww�wr•■ st.��■� � �■ t��f�ti��■��t��t��■t��iaal��g■� ME• � mil . - ��` � , t uaa� �■� • • � ' st��8��st8��srsest��f��8��818�8f�8fi��at� --to z Z's lei m- M ME= •• NE t • t• • LA PORTE AREA WATER & . . ,_. AUTHORITY I ��■■i ,. ESPEY•SURFACE WATER SUPPLY TRANSMISSION FACILITIES ®® Oft 0 .zBY _ W! w- 111I oil PROVED BY hLINE A n- . . ,rJ�rTrr-ttu^stsarr•I ® �:DATE • -•OF 55 SHEETS • ,� WILLOW ----"""---• GULLY O '-- SPRING /— �o CALL 17.796 ACS. 7 �� 200' EASEMENT �54�zo � �^> H.C.F. C.D. DITCH n fir Alm Z P.C. 151+18.67 B 112 00 00 FILE No.E.189514 O.P.R.R.P.H.C. h PROP. 240 WATERLINE ��0 C-7 BRUSH �• t53 ..- N,A — C-II PT 153+87.82 o x� E WATER / PILE P. R.C. 152 +12.81 x � PILE BRUSH O 5,1 (R o O 10' WATERLINE ESMT. 1193. i� COASTAL WATER AUT RI PARCEL "A"- CALLE 18.298'A is) (FILE N0. K874511 0./R.R FIH.C.) 1 ppp p SURVEY CONTROL: SIDES OF THP C.W.A. RIGHT OF WAY MAY HAVE BEEN •PROPERTY CORNER MARKERS ON THE NORTH AND WEST REMOVED BY OTHERS. ENGINEER WILL SUPPLY•, .••. •COCIRDINATEV OF ALL POINTS WITHINC.W.A. RIGHT OF ..•. IF • : • U S H •, ..• \` • i• �4 l • ..l - ,It. EMEMEN � . -,:.. . 1 •I:n . ... � .1 ,. �. --_._� .• ,.' .• • Ili ..• :♦.'.. Y . — wl � Ema- MEMO M E 1" �ii=iC=.�■� ..!!t!c_---...1•�i�iG�ii��ic��_I�i��_�ii�iiic= 0 E E M MEME OEM ME.. - . 151 _._ 152 153 _._- —. .... _ .. ___ ... _._ _.. -_.— _._ _ .. w .sea• Wtlda Les. Count? !?lnvd Ca.uro! n,,Mct ®ay, the 154 155 156 157 158 159 160+00 161 162 swept Chased bottom, obeli b• Myfr. =Jrli seeded as par Hard• `az"°' .pecu><atioa en°'ted •Hyaro•M,dch $e'dft' or 163 equal. - S. SackHll to be Compeated in m `seater th" ! toot lifts to the 4=01" a the mallsturadjacent and. -_ FRIENDSWOOD DEVELOPMENT CO. O ( s?9y � PROP. 24" WATERLINE Ccubmhed •. tmtm �ru �ttot�nod' t° `h°'•'t o VOL. 7946, PG. 364 H.C.D.R. h p o mulliesul O 0- 00 (CALL - 1,740. 521 ACS.) o O �C FRIENDSWOOD TRAIL 00 -' O T. All aac�raua matarld is to beeamo.ed from ,h. licF -v right or ..y we v ./ ••t M oo � DEVELOPMENT CO, 'S ��0. FRIENDSWOOD DEVELOPMENT CO. O fMbtobeplacedtrlama'e'°tpatednoodpion raawftko ft.' a tw permit. -}- Phi M w PROP. 24" WATERLINE N679200 m N M W + \(p VOL. 7946, PG. 364 H.C.D.R (CALL - 174 0. 52I AC.$.) O u) E�� A= VOL. 7946, PG. 364 H.C.D.R. (CALL - 1740. 521 ACS.) �" It • �acwrl with w ...manse of the Eeglnaor if �wa•y, @ban be - responsible for obtaining aU apytleabla permits. _ City, County, state and fadssd BRUSH - CO + `\ Q o ,.. ,, .._._ PROP. 24• WATERLINE �Q eRJS" O i- N 87 28 31 E 164 1,197.62 165+00 ��/ Nj` — N 33°01'00" E J,r42, I' v x S 87028' 31"W 1,193.46' W BRUSH �� t— _ o i T— _ TRAIL --__ _— -- (l) fA S 33 01 00 W 1,637.31 rs7 _ 169 � / O 96 ' WATERLINE o J o Z V R0\3.35 C-9 __ i f i 17o+1saz COASTAL WATER AUTHORITY 3 Z COASTAL WATER AUTHORITY � � 168 ""' i i - PARCEL °A" -CALLED 18.298 ACS. `t J �� s• PARCEL °A" -CALLED 18.298 ACS. d J V (FILE N0. K874511 O.P.R.R.P.H.C.) v z _ - - TRAIL--C-10 Q J Zia (FILE NO. K874511 O.P.R.R.P.H.C.) p F ---- Q Z = s V 10' WATERLINE ESMT. t z U -10' WATERLINE ESMT. a Q 96 " WATERLINE = o PROP• 10 WATERLINE ESMT. c I' PRIVATE UTILITY LINES SH_CW d QU I5ts HOustOn UgMmg 6 Pneer Go. (Approval Orly forCtoasma undMisiwral ducNaKs. UPWIS noted. Valid for QqP veer Only) Smo`iwester Beg TeleDhOnO CO. Elms. Incorijamted tknes OMlK w 0 COASTAL WATER AUTHORITY rys�92 nP I- oN ir NOTE= a �n, PARCEL (FILE NO. 'A„ -C41 I Fn IR 9QR me p0 ' _..---•- ••••.-•... K874511 O. P. R.R.P. H.C.) \ nM �• �/ � ( : 00 w� O .I \ �g23 mQU o CONTRACTOR SHA- Con-— EN `-- G COORDINATING COMtICITEE . mnaam IN THE HONE 411 02tt-167IN orId00-2454US CE PRIOR TO BEING IN THEAREA. { - — -- __. _—T _T___L_. __ .—�..___T__.._.T—_ T.___. 7 CURVE NO. RADIUS DELTA- ARC CHORD BEARING CHORD C-7 200.00' 27039'34 96.55'N 55006'39"E 95.62' C-8 371.41 26057'34i 174.76' N55°2738"E 173.15' C - 9 450.00' 54027131" 427.72' N6001445" E 411.801 C-10 460.00' 54027'31" 437.22' S6001445"W420.95' C-11 481.41' 26019'35" 175.25' S55046'39"W 173.71, C-12 190.00' 27039'34" 91 .72' S55006'39"W 90.83' t 1 '-- ' - _ +, REQUIRED JOINT DEFLECTION} a OEM on E '" ."as s —_ DRAWW BY CHECKED BY. DATE 7- m ESPEY, HUSTON & ASSOCIATES, INC. Engineering & Environmental Consultants 888 West Belt ®rive South Suite 200 Houston, Texas 77042 (713) 781-8800 CURVE I RADIUS 20FT.An [OFT. A• C7/C-12 195 5.870 C-8/C-I I 376.41 3.040 1. 52° C-9/C-10 455. 2.52 L26° LA PORTE AREA WATER AUTHORITY SHEET NO. 10 SURFACE WATER SUPPLY TRANSMISSION FACILITIES LINE A PLAN AND PROFILE STA. 151 + 00 TO STA. 174 +00 OF 55 SHEETS FLE NO. 10790 son 32 -i793 a i it II c4 I H a Id W z P x E+ g ❑ zz r QF �0 p o z 0 o �¢ ❑ z a W Eta., 000W e* o a a .-• T 1, M1 /* \ \ � ` H.L. a P. * FILE NO. 04057 O.P.R.R.P.H.C. Q`Q O PROP 24" WATERLINE \ O) O 60' H. L.8 P. O EASEMENT t1� ZGOtI. Q Q�Q OD 478805 /* ,.i(�P_OWE Q ,1d/%' 0 5'f�.I44G•f-�O'�' OPRRRRP `TOWE ��`' �►f�a�/� ESM T. LINE P CO. CO , Ja f y ti '3106 10f 8106/BM02 H.C.F.C. I dice stamped SM02' found in Ad"l O \ �' eastbound bridge for Fairmont Parkway at canterHm of Big f D 000 \ Q Sleuth (let bridge want of Farringtoal. ��23e FRIENDSWOOD DEVELOPMENT CO. \\ O Slow. ZOAS(1978&4J - VOL. 7946, PG. 364 H.C.D.R. \ -� Control Monument -L170 (CALL - 1,740,521 A C S .) \ \ ChGS disk stamped L 170 Roast 1953 etas( located an top of concrete walk at the bridge Maier Street fa the City Morgaas �� \l \ C south an corner of a small concrete on of st o Potutl let concrete bridge northeast of North Wilson along Main Street. -�_ =AIL \ Elevation . 16.602 (1978 edJ.) \ Q 8 R U S H k on soul concrete C&GSReferDisk C-11H9 Sa Gyshom Savings locate t southwest ocorner of posts airmont \ eta and end `83 (/) - Parkway andold Highway 146, (also known an Broadway). 18000 181 182 \ 184 185+00 - - - - - - - - - - - - - mew. 14.79 (19" aty.l - - LV T . S. M. Z TRAIL ,_,-_ --•-• � � - -- B,R U 348i6-1 ' O ' carved on northeast concrete footing for 1st metal tower south _ _ ___. _„ ._- S of Fairmont in 1st HL&P easement went of Underwood. ----�-7 �- 3: Mew. Z1.37 (1978 sell O SURVEY UNTRUE 34H-47-3 Top of found copporweld in concrete. 1st PC southwest of e3353, (� smith side Willow SI ingn Gully. Q Cr t 10 WATERLINE ESMIT. ORNHR MARKERS ON ORTR AND WEST of owA. RIIIHT of Y MAY HAVEZRMbSOVJBD ELs►.3T.05 (197H as1j,) W B OTHERS• wH L Y DDIATES ALL WlfIDN C.W.A. 61i 0o 348-19-1 Top of found copperweld is concrete (stamped a3363) Pr of Znd cvr►e fJaTO N OF CO C1OR R HIM USE Q • dpO west of Red Bluff aorta side of Coastal Water Authority easement. D7 LAYOUT 8 Y. v ay Q' b HLv. 17.87 (1978 �j OVW o /� POWER T 0 W E R 6° py�0e Q`1'G F.4t,Qq� 34H-53-1 Top of found copperweid in concrete stamped 3370 at test centerline if) - water plant site and north Una of Coastal Water Authority easemen:. 200 O m �g23g / sic Flew. Z7.31 (1978 #4.) — - - 20 HOAZZ•ONTAL CONTROL -THEHE PLANS WERE PREPARED WITH THE USE OF - -- -- --- - - _ _ — - _ -- - - - — - - .AE$iAI. SURVEY TECHNIQUES. COORDDtATB SHOWN Hffit80N ARE SURFACE. BASSLINES SHOWN ON THE PLANS ARE NOT STAHRD IN THE FMM. THEY AM FOR PM LENGTH ES=ATIDN ONLY. LAYOUT SHALE. BE BY THE -- CS SHOWN. PEE WORE: WII L HE bMCMMRD FOR _ _ -_ -- ._. _. ____.-. __.. _- .----. _--- -.�.. _-_._ PAYMENT BY THE ACTUALDISTALLBD 1"OTH AS SPEC88ID. :NOTES . 15 1. LOCATon SHOWN FOR EE1amo UTDSi'11RE AND PtPt mu ARE APPROIXOdATELY. CONTRACTOR SHALL CONTACT ALL UTn= AND __ ..... MUMCOMPANIES. CONTRACTOR SHAr* VZZZFY AND FLAO THE _ ...-.._._. .. LOCATIIONH OF ALL UNDBRGRAUND UTII== AND PIPE MES PRIOR TO WOREDIG DI THE AREA. - -- - 2. CONTRACTOR SHALL MAINTAIN MEDIAN DITCH AT ORIGINAL OR ---- -- - - -- -- - - - - -- -- '- -- -- -- - --- -- - -- -- -- - - -- -- BETTER CONDITION THROUGHOUT CONSTRUCTION OF THIS PROJECT. NOTE, __._. __ _ _-__. ... .- _ ._. . -___ _.__ CONTRACTOR SHALL CONTACT THE ENTEX UTILITY COORDINATING COMMITTEE —._- ♦e HOURS IN ADVANCE PRIOR TO WORKING IN THE AREA. T--- O' WIDE H.L.BP. FILE NO. E 41737 Os PRRPHC 24"X 8" TES_` I /-2,6" H.L.a P. PIPELINE PROP. 24"WATERLINE -o- gRU_S"�-� 7L�,✓9�iF�� 6pV. B BOX I I� Y �� PROP. 8" WATERLINE 72om . Ahr 15 ASEMENT 1 Q __ -o- -o- ; %riTp /f E3238400 FLUSHINI VA L e R U H I !(/ W z CrX'90* BEND - I ! OL. PG. - H.C. .R / � Q W ` PIAB/Ve . � o;18" E o �+ y i —T �(/ N2j / ® O a Q Op \ °yo j f �� — T _ \\� ° �✓y� / 50 L. F.W.L. ENCASED Za87 27°► 5°E 1 / '5 96.22, I.LI -a T V 2�O/ ,F 6,2 PI 189+86.51 - - — / WELDED STEEL ® T ` - 8 �2 - _ M ARATHON PIP LINE W PIPELINE _ - j Q J CI S _0 922 2,-�\ - - - - G - - - - ---- S t25 W `"27647 J . T -LU 9y ESM'T. LINE �� ? - - - - - - - ° $' -- 6 � $ 03007-*00 E 372.70 6"PROPYLENE SHELL PIPELINE Z = IN MARATHON I o 1 WI ❑ J '�- P. . 86+88.60 F,p V _� EASEMENT 19 5Z87 W `—" 0T00''E I•_ H.L. P. OVERHEAD TRANS.LINES (E993875 O.PR.R.P.H. 96 WAII O o THRUST COLLAR W ~ 2 t / /31.71' �� I I COASTAL WATER AUTHOR�1 Yj� t t 11100 a W W 4-1-•__ 10 WA LINE ESMIT• 51 2-24"X 111/ 11 °BENDS PARCEL °A° -CALLED 18.298 IACS, 10 50A'EXXON CORRID RNE S Y 4�' xo m W 3 i� m ;40. /�� 4 (FILE NO. K874511 0. .R.R.P.H.'C.) w -�- �+ — - w m W z Y 10• �s ( �oN `O Q�� SURVEY CONTROL: 0 48 1 z 174 L.F.-PROP 24" WATERLINE z Z -' O N) '��j5� °o Pt ENt Pa P' a F' o > > iCASED IN L�0 S �E 3 J !R to X eC� V' O F �P�EeI• O• PRL~,rY •..O MARKERS ON THE NORTH AND DFf.'t CO Z O >e ur C " O M N O W 60" COASTAL INDUSTRIAL PIPELINE 6 �� Oi• q0 w z i EP`'6'(y . CF Rx W.A. RIGHT OF WAY MAY RAVE cD `W N �I w — cf o: ❑ --_,v O Nth C. n3$ ° O i a3 w� -can nv rrs tmaaese cues t. __Y 1 Z v �. . m a m H m %s__ — - mAl ± O 3 ' •��yrPQb- E?V t- I ' l�'' COOROMATES OF AL' PORiTS C.W.A. R`+.ORT OF - tp „ - iD - - al WAY IO :;.m1tACTOR FOR HIS USE DI LAYOUT IF O [i Z 60 C W A. „ Z F �� 25 SEE HT120 FOR LIN PLEASE CONTACT ALL CONCERNED o N N Y. OD W N. 8 AMOCO PI ELI E T N N Pn?ELINE COMPAN3ES AT LEAST 40L F: _ -- I PIE:: i3 L--- Item . o FAMM AM arm h1q, 0 011I.-Mm r ,__ 186 187 188 189 190+00 DESXRdD, BY. I:�_- C. DRA BY : [/ . g 83l z2. C B.�•� C1 CKE0 BY'. 825d5 APPROVED BY : .Q• C. Z4•BB DAB : 7- DATE ADDED IA/ SEkT_ OP W..L.¢P OVEZ11,540 LINES c ADDED /7A'.5TEEL GAB/NG C DDED SO' eXXON GOAR/DOR B " AMAGO. P/PEE/NE G. LOWERFO Z4" B"ff�ATERL/NEE; ADDED STEEG GA5/NG . C. RELGL 47eO W-V41-Ile FLUSH/ NO. REVISION BY - 191 : • t • 3�E ' I t • .. :1: • t• � t •tea �s�S�: - � ��se�.1�®. .r:c�!�:�-s:a�;r:x•"S�a�f.I=at•7�• ■ -•■rt•2•t■ur►•cia�. ►7EC �.�i—a �� _a•iiji � ��IgoEsaaR�e wa�ft MO HEI tas �m�ases�saaa�asaaaaaa�aaaaas��mea■a'a-�.,"�'��5� �� RPi�f -_ •e.>�c-=. .,. l�Er'I�r`d�i]f3iZ � EalEa•r7l�F-r^'�--=�'r,>s._.i'=a--= _ _ ��►ram �I��i�w� SI / ► �■ TEE 0 ....� �if•tH: ww.wAN 4� �� r.Tnar11s3n:ra� ENV,��t1�� •rya= y91 �'nf•/n:4=r,�yaalalrl��s��® �a��aaaaaaaaaaaaaaa�^aaa��saaaaaaatlP�t■aa�p�aa��v ogFa��g*as� �s� ggggggg� � -- --- W' �—��l��i�� R��I� w � tea• S� �._T.1:iT!=1•rJrT.-7;CS�7".�'T��r*i�TT.�6�� — 192 193 �:yea-w:n��ir�r.R�sVxT zNr��x�nr.� Engineering & Environmental Consultants 888 West Belt Drive South0 HoustoR Texas 77042rep L �_ LA PORTE AREA WATER AUTHORITY SHEET NO. 11 SURFACE WATER SUPPLY TRANSMISSION FACILITIES LINE A PLAN AND PROFILE STA. 174+ 00 TO STA. 193 +57.87 OF 55 SHEETS FLE N0. 10790 '17-/793 V _ as � • /' .��._._., iir rv�r��` I �r—.--��—ref. .__�. _�� I�•OII•I_I `�� i' � jl • •• • • LINE A PROP IO'WATER LINE ESM�. 180'WIDE COAS INDUSTRIAL•- FEE STRIP FILE II • 1 *EE NO - • 1` • • .. .. • .. . • are . a• :.. : .., CORRIDOR 25 • -,,,8"AMACO PIPELINE • 1 «1 • - :u - r• :n r pa-W1.9=1 stiff ffffff-�ri��- •��►� �� fffff� . MENEM M N--, N _ MEEKMEMMEMEMEMEM 0 MENOMINEE MENEM Memo -� _�••�.II III �Iff ENEIR-IJEM01, NO, • r !� MEMq Z MEWT11MIMEM M MEE MEMEMEMEMEMEM MM% — '"' K! I S. MEE MEMEMEME MEMEMEMEMEMEMEMEM ZFEM M •• - •• -MOWa T—''`�� 00 0o H.L.a P. CO. o �1 O` o voL.248o,Pc.soo,H.c.o.R. O LO z ro � ( 12.87 ACS.) co ( + Z z LO CV N PROP. 80 WATERLINE q- DOW PIPELINE ESMT. I x C!J N®" x — — — - - : — PR3VATE_UTILlTY LINES S1-1OWU • 9 -8P> Hcwston Lly7ror,g & F—vwer Cc (:apprp:•S: en:y I for crossing underground ductlines• unless rood. Valid for O year Onty? ; Sou n Beii Te:epnane Co. Entex. Incorporated Others LOthers 13. 14 15+00 16 jg — 20+00 21 — — — 22 — — — 23 - — — 24— 0 — — Ill W PROP. IOr WATER LINE ESMT. Z Z COASTAL INDUSTRIAL -J_ i WATER AUTHORITY - ( FILE NO. E 165986,0.P. R.R.P. H.C. za N (16.72 ACS.) C� t- E3238400 QJ AQ � W ow a U to x v h .. na 26 30+00 1 `PROP. 10' WATERLINE ESMT. OK • -�_ of :. . _ .... , :. ... -':., ��w��•��•w��+�w - ��►>:da41"Jlc1f�=;,t;�fa:/fFISi� � �� i�if��i ' ��f� � ��i - .. « ,. r ..,. ,:. .,r: :, . .. ,. .. ii �i iii�'if�i��i�ii .. MEN MEMENEEMEMIN =ir-=7 NN""i-essm 26 27 28 29 30+00 31 32 33 34 35+00 36 37 for maintaining flow" in chammal daft 6' Cut � restoring raatoring eh -said to original eondlelon. 25+00 40 W,DE DRAINAGE ES M T, VOL. 167, �� 40 WIDE DRAlNAGE'ESMT. I N O --� 7• fMIsstobepl mdwitherial b:overate fl fromtheea wit tigho-oway. No within a designated flood plain anus without ttrat obtaining af Isa fill to permit. CV (VOL. 153 r PG. p p p PG. 109 H.C.M.R.) p0 I H.C. M. R) cQ S. Coatraetor, with the assistance of the Engtimer it necessary. aha0 be o _UN ,n.. q}. eD co Q for ob responsible obtaining all applicable City,: Cmmty. State, and Federal N. w- permits. •j Z Z Vm. I Z x % % % x ,,% % x x % -}- Sz _o H.L. a P. CO. GATE + �.. ir, (VOL.2480, PG.600, H.C.D.R.) — _ OZ in z W % (12.87 ACS.) PROP. So WATERLINE CI- z o I 0 z x •" J _ _ -co DOW PIPELINE. ESMT — — — — —�—x — �_ — — T — — �_ — — — �� — — — —x— I — — 38 — — — 39 — — — 40+00 41 — — _ 42 — — 43— — — —44 — — — 45+00 — _ — p 46 47 — — — 48 E3 38200 -: .. z_ '� PROP. 10' WATERLINE ESMT P �y L.4e LMle Z 0 C x 0 � J 37 CO in 38 39 40+00 41 42 43 44 45+00 46 DES BY: 45 06. C 0 DRAM BY: � Of, CHECKED GY . C• APPROVED BY : DATE : 7 Z/ 3�2t3 47 EnvironmentalESPEY, HUSTON & ASSOCIATES, INC. Engineering & • 888 West Belt Drive South Suite •• • •• PRIVATE UTILITY LINES SHOWN 9--Z/- 8 Houston Lighting & Power Co. (Awroval only for crossing underground ducbtrnes, antes rxaed. Valid for Year Only) western Bell Telephone Co. Entex,Incorperat&J 0tnem 48 49 49+50 LA PORTE AREA WATER AUTHORITY SURFACE WATER SUPPLY TRANSMISSION FACILITIES LINE 11B11 PLAN AND PROFILE STA. 25 + 00 TO STA. 49 + 50 SHEET NO. 13 OF 55 FIE NO. 10790 SHEETS 37-1793 • a. MIME •" _� . Elm i 1 iElm [I ' Mimi Aw ii��_i�a....".��.�� I�_,�_�_ � � � ® •' ... ,.,.:r,.n.... .. a, :. ,.. .a.. A:. ��/..1!•� �� !^Ita�� ;�:;ILTQ!�� S =AmMm MUM= � �� _� • � ,.•,:; �.� ��IYliir_�l��r•��IPIq��:��_��_�_��_��, �i�ir•r_r_r..r_'.r-•-.��c-ram ��•...� � �® .._. : - ... , ,- .. ... a .,.«. ... ", .. .•; MEN--� _�:��__�_�•,�I�____ ��r_�■�� ._... _.... - �'?�iil+v�c'�� eM"vIC1l9JaJt 1•lo`/r�C;•:1■/c�l�� COIA ��.■4.1/7. � �:�"� ,.- ,,. ,. , .:.,,,, „ , ......- , , ... �0;�1�1�1!I,r'�R>�111.//� -:...,.... - . : : .: ,:: .... . . MEN ' -��:■ '-cam.` ,,.,._:: ,.. _._.':: _._■��11�-'"��I� ■_' - - �OEM= ME==MEE M MEE M �_�_ �� r ... .. ' �_i_�'"' �..�'�� , �� ►��I,r �iTi��T.TTIr7f►r.T7 �_�� _ MEE 1111111111111111M Nor" MESSINESS BE EMEMEMEMMEMEMEME AfA INS At ONE MEMOS . • . ... . .. . : • .... - - - w E 1� ME W UDRNOME M. • a.�PLO,, .1 ,�'9,A90'r 440LA/4 ZOLTBORE aJACK WW w 4%aAs-A Z+ ow.G7r,3i�o493 s ° ''` r s 2 n mc• (2-� k4� ®E�d®3 0 /9 L.F. BORE a JACK s �w /L.F. BORE a JACK 8 X 90 BEND • • a l �9� fDG/x�/� m Q^ a"� h 4 0 0 2 z / sL.Fs. BORE aJACK E3237600 Na �� e f L.F. BORE aJACK h AQ� a m a h/ o% �! «� �g caN685200 J IF !� 60fV29 w W COi - yq+ Q� 2 4'� ••f«.�Y aim O E �.37E1 loY ty� l p % �Q: 3 ru - 1. C �� fv f O 3� w., �( L.F.BO H /h a �: r/ p z w ° 6�i i t a JACK / 2 L. yea o _ .x Lc)L.F. BORE /. BORE a� /a � � 1?'Y OF � 0 a 8" TERLINE n x d ^� " w a JACK. 0 If)09P/19.ly 80 // �� JACK :s6F� /h W P F� �j 6-5140/ / m fkpS o "�' a , 0 c0 a a a — — — Q / o / \��T. S.S. s� P OP. ° WATERLINE � w 8 SRN. SWR. 6 W.L. I® w Jr 6" WATERLINE PROP.$ W.L, O '� Q � / � _�' BIDG_LINE N , a' 24"STM.SWR. H '® a Q i 24"STII SWR O 63 65- � — - — I— 18"STM.SWR.� 61 162 � � 64 Iva ro REV. W.L. LOC (STA.50+00 TO STA. 66+40) B P 10-31-8 REV. W.L. LOC. (STA. 50+00 - 56+00) PER H.C. ENGR. REQUEST RLK 3-23-8 NO. REVISION By DATE I DESIGNED BY DRAM APPROVEDCHECKED BY. An 9:2, !! DATEj/ OEM MEMMEMEMEN PRIVATE UTILITY LINES SHOW_ f_ H�.�sSta�.t,�Ming b Pows ro (A�na✓a1 !f fcr crossing underground dvcYliraes, un6�ss noFed. Ya�id for Year Onry) Sou estern Beii. etephone Ce. Entex, Incorporated 'a8 Others - Others LA PORTE AREA . - AUTHORITYSHEET NO. 14 Wlj SURFACE WATER SUPPLY TRANSMISSION FACILITIES ESrPhEY •<, ASSOCIATES O Engineering77 • -Consultants LINE B SHEETS PLAN AND PROFILE r i d z m U LL Q U Ld Z ¢_ n 0 o w dmA m > 37- 1 7q 3 I I •I a rtw = v-t - ________________________________________ - F IISILL_ • • ui • t 4t •• 1,,'. i�""�tl ,1•"._ i•". l_„•': a:: r • • • .•4: ♦d :v ] (.• '.. ---��-�-----�-�----------/�---�/� !-'1�:I IIn to/7x67 i-Ln�.n'r�.�� -__------��rSrJrSRscrr.Ta2,'s�e� ;. , . . «:•.., . • . ... , , . :r.: . . .... , . • « ��-mow �� ----��. _. lisY/ia7//I-�� -- (IIrY•li- fLflL2I �fi�—�—ors—� _ =i ��---� —�� r r�=-c a�cr. 1rrlr-� _�— ��fe.�-- � ,1 ,1�� -----�� -��i�� :" �• .III- -�� --------�La� II II IO .:®�--- O.l.�--- �---�---------Iii --- : . , . . • '-W' Iv ..:t.= � __ = _-� ® -t-- , fl ________________________________________________________ • . ®��-'- - ��" - = in _______ • . . • - * e • • • . - - - " :_ - ___ • - i : _ - & : s _ - • • • ■��rw��lll��' "�11.'�i' :C'�i�=C� '■'■�i ' �is.'�� ' " .Y �d!!�e■:!! •�� //l%1i. � . . ;ltrt..�.�[' .... -rte .- '! In•<U �a6Y 'UIu _ iI -- 11 • �� S . Y(•1• I =_ —— _ p SI iI fl___fl_fl_a____ii -- S •' a • S a — — — — —.----- � — ��; sue: - ��_�� ------ ------- __l• IJrarGtn .Ilu.prli�tl'/.Iiylll't+/_te. ------ --� --- �ice---�� t lam• r1. .. .,•t_, ..,.i e I a Iry .. I _ •t®�� • �� MIN Emil own .M, ;� _ _ �� : • • • :. : � � � . • •___ • • : _ III � III IIIIr— .1 1. •� • • - •. _ :' i': is • : . ' •: . • • - . - . - , ' , ,. .. ..11111 � ��■� �aa.�u�:�urrW•rN-2.t-zvt,ies'syr�ry�• ■��? � - � • ' � '��- ��_ ii��i ��i r.i■�uhtre�a,►, ry-� i� � a•r�r .m�. �� ,_ ,��■�i�r" 1 •• Y - M Mm am E 9 0 0 MEMO ME= RE _w sun MEN omm MEMP.N.- MMEMUNI duffi, PIZ son"" MWA all 20 0== L Effil NINE l!! � NEEMEMEMEMEME EMEMEMM111-1 ► � �i' .. •. , ... Ili' MEN 00 ME NONE mom 11MEMEEMEMEMEME MEESE�PME + MEMEMEM ME MEESEME ,a. st, MIMEMEN No NONE mom MENEM - z O O - m w 48 TO 7Z HOURS PRIOR TO IT EXCAVA71ION 10" EXXON PETRO PIPELINE _j c CY OR CONSTRUCTION Q O m W IN ViY OF THE ES. O O It w mil ) t U N68 r 0 0 EAST - BOUND LANE O — N v a Q j 4a" O PROP 20" WATERLINE - ae" `p, 48 W W z — J---- In --- 91 92 -------3T-------- 93 94 95+00 96 ----------- `� v ----------- -- --- 97 L.B.T.S.WBURIED CABLE 98 d —E---------- !00+00' 0 ---------- .n !02 — _z J 99- -- — toy -at ��t67 -- a -o --a---------- PRIVATE LITILITY LINES SHOWN seHG__��SS - Hc,s 3 k 93,a t5�r e Ycar Onl'ii 1 I ! � zare5+ern 8e!I elepnxe Cc -�-- --- Entex, incor•,ora.cd Others �. Others -- _ T /�9/D• Ah- %Pc1 x _ I Q --_— -- --- FIELD TFAIL---------------- ~ NOTE, W p o ¢ C U) p G CONTRACTOR SHALL CONTACT THE ENTEX UTILITY COORDINATING COU11 i'TES cr _ 4! z W �� W G W 40 HOURS IN ADVANCE PRIOR TO WORKING IN THE AREA. min Ito = w % Ir PHONE #ZZ7-6S6T of 1-601 of �y F rw mON IL / Cam m m J �" f0 J (DJ in (nu NV m J (D Y �w 25 T to� y� FAIRMONT PARKWAY 3a a Na --- -- — _ _ _ ..._ _. _. __ NOTE• i ++ 1 _ tt _ $ j ' �' * + + CONTRACTOR SHALL MAINTAIN MEDIAN DITCH AT ORIGINAL OR t * $ 1 _ t f j ' ' jjILIAR) $ OF!$TEE t t 25 BETTER CONDITION THROUGHOUT CONSTRUCTION OF THIS PROJECT — ---- ----$— - -- + 7 UND LAME + - - �. + #TE ACROSS i 20 , _— ._DIT. R REST AIN RS T BE NSTA LED O APPRO ED: AsEietan Coont'•��? Y Engineer T JO NTS NITHI 4 STE EL S EEVE i --- --- { $ + AI R AS Vi E :PROig - - t 15 + t - - -SEE S#T #7 _ - _ -- - _ _ _ t f f _ - --- - �' + + . .__ .___ .. _.�._. ( ater & Sant,ar - Y Sewer Lines Approved as to --- -- — _ _ L:R NER cation Qniv, - -- _. _:::- : ___ - ___ _.- - _ + The Above Authorization _ _ _ _ � iTi 14C ESTR IN ;1 1, _ 1 - v,,:id for I Year ® flniv -- . 4@•L�SA$,t. S R -- --- ---- - - _ _ .+.. __. .. ._.. - _. _ --_— - - I- ---- 10 t_ - - - - -- -- - ACIA L— - -- - - — yt 4. _ -- + --- -- - — 5 - _ __ -- - -- - - -- -- - - -- - - 11.1• f CN>xom ._ -. f _ _- - t t - - -- -- - - - + TRI ABOVE SIGNAWRI a _ - `_ - Ai_!t - — -- - 5 - , + _. u t f i;NE Ili : EIa ciNl -- - - - - cvILT 0 4-- - ---- - -- - - - 0 AS �a r 00•- 91 92 93 94 95+00 96 97 98 99 100+00 101 102 103 DES BY : C.B.C. --- _ LA PORTE AREA WATER AUTHORITY SHUT W. 19 DRAVIN SY ' HUSTUIN_SOC SURFACE WATER SUPPLY TRANSMISSION FACILITIES IN 0 CMCKEO QY: D.C• + S ® I S® ---•...•� •._...._ FA I R M O N T PARKWAY Eo BY: �D�o.�W Engineering & Environmental Consultants _ of 55 SHEETSrg1S.M :0a• PLAN AND PROFILE ADDED 0KA/N46E ESMT. Vol R5. DATE 7 - IS - BB �fjeii NA1. �� STA78 ♦ 00 TO STA. 103'i•00 .E No. No. REVISION RY GATE 888 West ® e 200 H . ton• Texas 77042 (713) 781-8800 10790 37-/743 CHECKED Engineering ' Environmental Consultants 288 West Belt •r1- LA PORTE AREA WATER AUTHORITY SURFACE WATER SUPPLY TRANSMISSION FACILITIES FAIRMONT PARKWAY PLAN AND PROFILE STA. 103+00 TO STA. 128+00 SHEET No. 2 0 OF 55 SHEETS FLE No. 10790 �a { z 0 rr LL WM U W Z Qa Q O �z lJ z Z ~ m J 0 0 a I I i i I i I I � Z U Fri o d F o � O O Z a O w � g � a H W 00 h .-. N >: • • 1 .I r • i - MIME INS _ ..Fampgo MESS MEREN-110- MIMMEMEMEME ME MWEE ��r.=■r■r,��.�-�' :��:..��.s� �i `tee „ . , '��"�� MEMEMEMEME INIMMEM EMMONS MM Man ♦ O O wbjJNj .. - +mil MEN MONOSSON .11 s' n . J ' ©DO©0000 D�mmr.�`®V •�� 1 «1. • :1: 1 a 1! �, • 1 _ 1000000005 .•� !� . n 1; ..wiiissia<� ramie; s s sss srw..-; ,rv.. •. ,: _ • / 1 � �MMMMWAMmill 9 It MEN M It •. - �-• --- of �T�•�s•��'�fii"li i1��iGT •Tii ••��i�o�� -� --- --- .--_---_ t•1Zl�l•Rs�hl��•i!1rC�1 NE MEN MOW ME Ap MEMEMMEMMEMENd C.B.C. DESDAM BY..1 PORTE AREA WATER AUTHORITY DRAVIN 2 SURFACE WATER SUPPLY TRANSMISSION FACILITIES ASSOCIATES v _1 F USTON 3 ESPEY c . : , i • , e • • 1 . ti APPROVED . . h , PROFILE I r • • _o - ....�.■■FYI— • • • • > _1Z dui .1 T I 1E . _______, _, (ii ' . •,.• , ,. - £ - A - fl - 1 : ��iii/ [�l�llil6'lO1d.1�L`G)■S_Vliii��l■I��i��ii��ii��i�ii��iii�� . ., 1 • :\:.• 1. - .. 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L/a1I _e2I fl1'tte If'tl aiaw //>/C•ti ■ • i _a °� ��ii��i!A!�i��!T7rTft=Rf!?STrTT.�0�i� i� �ii��ii��iie ®i1 ■i �� ii ii��ies�YG.�i��tdal:7is►=�L1L•LI'�I�l ie�� ii�� • • . t • - ,..- • ■I•■ . f><7 - - • • • • - : • ��■��i �iii��ii�■s■�i■ ��■�Y■��i��ii��—ii��iO�� F , -- -- -�w--®��i��ii��iiw��■rl��wwe� p _- --w- pS . .-- ♦_��i��ii��ii��_ •' •��s��.... ...... •/,%/l// ��iiii��ii�_��i��ii f.r •��If.Wf■af hl!t�.ltliuI4 IfltI I•��i��i��ii�o®��i��ii ��i��i��® • • 7 -•��t•I��iii��ii��i��a��iii—��i��iO��ii—�� ■_'.` aui•. -n:i F9.11:/��O��iiii��iii��i��i�� i�� n_____________________ ��iis��ii��_��i��i��i��ii��iiio��iii�� • rNi •11 : !,111•sI:♦fn •11 [I /ar !_S1T7iii��iii��s��i4��ii��i��sii��i &aa . -zl..� •.-ra1.. • r•rllw<w. •- �i� ��ii��/ii��_�� i��ii��ii��iii�wl•f l■I�itEl.7.�..1:I[�1 • • • w' ' m 1 IR PRIVATE UTILITY LINES SHOWN Houston Lighting & Power Cc (Approval only for crossing underground ducthnes, unless noted. Valid for O e Year ly) Sout tern Bell Telephone Co Enter. Incorporated ___.._-- Others , Others -. -- 23 24 ' Ft �r } 25+00 26 27 28 29 30+00 31 32 - j"' V •1 N _ EX� �L �50 L. F. BORE 81 JACK W la-• y 77 L.F. BORE a ACK 0� 44 L.F. BORED ND JACKED- Sta. Z44•454ti Z4+4o z (n a) ( J 4 = t V x ]4- W W Z POST r m Q �x SOUTH 8TH STREET - - �,W — - --T-- —T- —_ ----- -- _ T -- -- 1 ' -i APPROVED t DITCH E£ ._ } NATU AL GROUND j Ass:sttint ounty Er. ,sneer 15 , - - - - _ + + } -I -- +--- ---+ -- - - - - + - �- ---- -- - - t t _ t 15 I } t Date /vim_ ry ) I - + I DI - _ } _ - 12 A ERL� HE - _ _- r-- water O o - , � r i.ine> A towed { d' ' } j -. t t 1 i 10 cr Oriv PF' as t._ Loci —T' T } 10 Vt -_ _ems! wessim __ - ---- -- -r- } _ _ Tt,e Above A+,rh,-,nr,u,ar: Valid for * -.. --4 1 Ye..r 'om _ 12"1CLR. { `2" ENTEX } 5 t NV/7 F. E[ORE JAC r $ _ } } 50 F. RE B) JAC - - -- -- - } - 5 t— --' _--- ----- -* - -- -- -31 3 J 5 - - -- - - - -i - -- _. i t _ _ __ _ _ _ - _. } I ro - - - -- - - - - __ _ S + t t Q + --- f t 0 t T ASsiss-5UILT t E RT. _:— - - 22 23 24 25+00 26 -27 28 29 30+00 31 32 33 34 35+00 DESIGNED BY: C•B•C• t LA PORTE AREA WATER AUTHORITY SHEET No. 26 DRAWN BY JC � T ESPEY USTON &ASSOCIATES INC. SURFACE WATER SUPPLY TRANSMISSION FACILITIES CHECKED BY: D•C• � �� .� o•: / ' , SOUTH 8TH STREET OF 55 SHEETS APPRovED eY : D.C. Engineering &Environmental Consultants PLAN AND PROFILE No. REVISION BY DATE DATE7-14 -88 888 West Belt Drive South Suite 200 Houston, Texas 77042 (713) 781-8800 STA. 9 +00 TO STA. 35 +00 F-E No. 10790 37-1793 W W X 77Lw, /O�q7 � W !- � m F - S > ~ stamped 'B106 BMo2' found in sidewalk of �- > W K J W W H H B106/BY02 H.C.F.C. braes disc j s �-. a z S7'<a ��' J j = j rn w a: > W �- Slouth (lit bridge west of Farrington). K J W > 3 Q. W J J 2 - eastbound bridge for Fairmont Parkwayat centertide of B! Wand rc Z2Bora$f.ia _ _ > d a o t� > > — o STA.15+2 •00 SOUTH 8TH STREET= n. o. W r '� 2 -16 X 45 BENDS OE o 3 w = a m _ _ E1... Z0 6S (197e Ww- I-ka. 9f/8 46 O 3 �� N 4o x- W W= m STA. I+00 WEST I STREET. I 3 F= v "�•� O 3 Cf f 40 ie =CC W a' 3 iX a y W a PROP. 16n WATERLINE > 3 u: • n ; 3i m ; W ~ Control disk sttamt - L370 _ 1-16 X 12 TEES / � o fn south disk stamped L17a Reset concrete and touted on top of concrete walk at the ins J � N to of N �- PROP. DRAINAGE CHANNEL p Q DL W a W m W S J W R N \ I W southeast corner e a small coneaste bridge m Main Street In the City of Moegma U_ a 3 ((� I I -16 X 12 REDUCER \ I - I 3 W/ 2 - 36 CROSSING H TH. ST. O Point, tat concrete bridge northeast of North Wilson along Main Street. �O CURB4�_ F oO" v Q aIIImO a 3 ml 2-12a C7, V. a BOXES s 3/`ImO t� Elevation = 16.602 (1976 adj.) N ; I \P�1 m o " I � ) i 2-12°X 45° BENDS On PROP. 12p WATERLINE 0 Reform" Benchmark In 17 C-1189 C&GS Disk on southwest concrete si bees of three is for „Ixtt) , •, " POSTS -+ op c0 „ ' B WATERLINE m Ba hove Sa and located at the wutbwast comer of Fairmont E 2 STL. ENTE GI T _ c0 B' WATERl1NE 18 — Z S.W.B.T BURIED CABLE ,� 8 up (V P �gfQ . Z Parkway and old Highway 146, (also known as Broadway). I- --0 cH- ce fcE- - 4 c .ON U) - 10 - = Mae. 14.79 (1976 adl.) 1 12- 3 14 8r' 15+00 r 16 17 - 18 19 20+ 21 Q T.B.M. a -,e I.L.1 ASPHALT N 4" 0° N 24" �3r 3 N O 1- 346-11-t 'O' carved on top cmterllae at back of curb of Type 'C' inlet _Z 1 yZO' _ C jEE 5' 21 L.F. BORE a JACK in J — - 0 a 5/ L .F. BORED AND JAC ED (J) Inlet inIslandIsland at Highwon the south waayb146. of Fairmont Parkway and easternmost J Saw 115 L.F. BORE I "' 0 3 m W files. 13.60 (1979 adj.) �_. ce1 CE AND JACKED ----E_= __ �-- U.0 a � ® � e s_. Z 9f 7 O' N Sp�• / ®�43 ® ® _ - _ - _ 348-10-1 ' O' caned on top centerline at back of curb of 4tk Typo "Co inlet E 3262000 All- /�� 1/$�fie� n e Ya�Vtp Air- Rk/ x PARKING LOT south of West Avenue "Booa and on the east curb line of the northbound '/�•✓<"' =07�7M iu -� Highway 146 frontage toad. 3� (- O _ SIGN Q < x a x W 2 I I 11006 C&GSldisk found in concrete tooting of old gas station aiiI (sign post CUR 3 fW, W W 4' g7l olive We/d S'fs�, 2 /'✓f22 has been removed). Located at the southeast comer of Main and m b N er»`o�v.5��/' We%led reerr�p 4; -�?te% Q Business 146, (also called South Broadway). a r&. czdaii79 Yo�/VP� Else. 19.71 (1975 adjJ SOUTH 8TH STREET 5'Aa . 9� �/ 2° 3� 348--4•-1 Railroad spike set In the southeast side of the power pale at the northwest corner of Main Street and North Wilson in the City of -- _ - -- --- -- - D _ � ated at the sou beast corner -. _._ __ - - - - -. the M rg Point C y propery. - - — - - _ - — _ - _ 'DITCH B _ 15 -s t__� _ Lt�t PtP organs �ot. er ow po e f oe o 1 Hall t . 15 _ - - -- _-. _ _ - __ -.. __ _ _ - - -- - - Elev. 16.95 (1975 ady.l — — - -- - - - - _._ �_:_ _-_ _ _ _ _ -- TE A1- _ - -- - - -.- -. HORQONTAL CONTROL -THESE PLANS Ws$K PRKPARED WI!'8 T'8K USK OF _ -_. _ _ _ __ -. - - AKRIAL SIIRVEY T8CSI000ES. COORUMTK SHOWN 83QtEON ARK SDRFACK. *DEPA;PPR�0) 18"S Y R - _.. �. . - jyJ __. -. -- W ... 2"EN X DE H A ROX,BASYUNn SHOWN ON THE PLAITS ARK NOT STAMM IN THE FIELD. THEY _ __ P P. I WA ERA. E . 10 AM FOR PIPE LENGTH ESTDIATSON ONLY. LAYOUT SHALL BS BY TEX 10- __. _ _.. _. - -- _ _:.: _-. _ _._.._ -_- -. -- ---------__ --.--- - DE A OX. _- - - --- - - - - RivKRaNCK DIItII48fOt2S SHOWN. PID'1Q=WORK WILL ea YKASDRED FOR - 24 ST30" - WE .. tl -'� - __ - __- NOTES M. diansge—� Ig f:fjtt -s 1. [.00ATIONS SHOWN FOR EX18TIIt6 Oi1ISI18S AND P�EI.II�IES A.RZ } f.i f ++2" A E +-.-.-- APPRp7m1ATELY. CONTRACTOR SHALL CONTACT ALL U'IIIli'Y AND 4B + _1 _ .SEW L) _ 5 PtruatE colaAz�a coxrRAcroa swat vutarr wxn FLwG r>�5 - - -- --_ i --_ __ ___ 1 _ t __ _ _. + _-_- : - - -_ LOCATMNS OF ALL UNDERGROUND UTIISITBS AND PlPELII:ES PRIOR TO W. L. .. -._ _ __ _ _; __ . - _ I_ _ -_ _ 24 .F. S(RE JAC I 19 J0I CE ON „ 16 -WA RL E .. _ CEN ER _-SL EVE NDE ; _ - Nara r S.W :T IS- 4 PVC c � t SAN SE _ , - CONTAACTOR SHALL CONTACT TttE ENTEX UTILITY COORDINATING COMMITTEE - - 46 HOURS IN ADVANCE PRIOR TO WORKING IN THE AREA. i ' 1 ♦ } ' 1 S../ t O PHONE /223.4567 or i-100.245.4545 D ( i'' }49 f + - + _ _. * 4 } ♦ l +CAStG AtL $ STE 0. 5 LL, TAf Pi E - + + BOR D A JQ KED N PLE i t �_- 9 10+00 1 1 12 13 14 15+00 16 17 18 19 2 0+00 21 2 2 ul a o a o W w W U F= O O m mJ m mJ mJ O g O N 3 LL N M m H MU W y l ra0 NU N S7La 3Z�f'/Z N �� _ O POOL SUPPLIES 3 0 A C R E A G E 3 JOE CAMP FORD Temp, Air' eel o lu= m O PESTICIDES Sta. ZS�48 a Va/fig N 3w to T4°rnp. Air /?e% PROP. 12 WATERLINE 0 1 1- m O I a I z 3261811dr/I T I PAVED PARKING LOT a co I DIRT ( - X) to J m 00 QQ.Q. t Z I ROAD 8u �__.'f B" a is >_ CONCRETE W Z ¢ .W.B.T BURIED CABLE in III ----- N N 33 a I z M 0 rr ul Z ^Mc Qo G ¢_ O u w m O V 2 m o III a ¢ o Q s 9 0 lf) Z c� N t f J 0 W W 0 N 36 37 amew TREES F W W H H W W W Q Z 3 W v% WU 1- CL d 0 W U U O N tOp W is)a _ ,- Ir /D ~tmom �i 1 Z W I TREES I I DIRT ROAD II _ 38 39 CIL I � � J F W J U J U fn J U J U J U J O U J_ U U -� U N N a U M rn N upIt N up OD N N It N O � O o coco Z PROP. 12" WATERLINE zI I WLj Tjj� i(f� Z L—� 3 I I I I I TREES I\_ �. TREES TREES I I I �• I I _ I _ _., YY 40+00 41---_— �---__ . 7-- — TT�------C'It- • —C ' --'�-- — T (f� 43 44 45+00 46 47 2 N 5 W ? ;i6 L.F. BORED AND JACKED _ z _ J 8 "WATER CONCRETE CONC. HO�J 3 � _ U SLABS WALL z x z x x E3261800 GATE (� Q �� I � Sfa.4.3f Te11 A/r- �PQ/ 1/a/ve SOUTH 8TH STREET �� g� wWbiil:pf78!• ~ ~ W W Z W W W W Z W W Z x W(9 W W Z QJ >_ >� Q> J J J > o) J J =m > j� eW WQ LD ~tea o a v - 0 to Oj W UU ^e 2 \Z 0."U m = W m O 3 N N N N 3 m y = /- m 00. N -3 N n y = J m I.: N o -W o-- - - o' a _ _ _ _ J _ m 0 H.1 I OF H In x N I- 12 x90 BEND °D 3 f9 N O a— -- I o �m W u rT �v 1 N O n ofQ. PROP. 12" WATERLINE In x BORE JAC = a w N686800 m T B�Wv— -- 3SIB- 4 �70 W N W r! p -{- Ar IPel. fn O co �o JC ✓ m a ( L.F. BORED/ANO �3 'N48+33.z BORED,--�� `) JACKED. NO CASING "—`��` •h ''CKED I I ' '/ 51 �, 5 1 I/4"ENTEX 3 I g4 56 ( I 57 III V ( IR _ _ if r no r .w i B.M. B106IBM0Z H.C.F.C. brass disc stamped "BI06 BM0r found in sidewalk of eastbound bridge for Fairmont Parkway at centerline of Big Island Soouth list bridge west of Farrington). Bhv. M" (1978 SAW CMI Monument - L170 CB:GS disk stamped L170 Reset 1953 and located on top of comets walk at the southeast corner of a small concrete bridge on Main Street in the City of Merge= Point, lst concrete bridge northeast of North Wilson along Main Street. Elevation = 16.602 (1978 A.) Reference Benchmark C-1199 C&GS Disk on southwest concrete sign base of three posts fa Bayshove Savings sign and located at the southwest comer of Fairmont Parkway and old Highway 146, (also known as Broadway). Blau. 14.79 (1973 a4.1 T. B. M. 348-11-1 ' 0' caned on top centerline at back of curb of Type 'C" inlet located on the south curb line of Fairmont Parkway and easternmost inlet in island at Highway 146. Blev. t3.60 (1978 adja 348-10-1 " 0 ' carved on top centerline at back of curb of 4th Type "C' Wet south of West Aveaus "B' and on the east curb line of the naethhousi Highway 146 frontage road. Blew. 14.75 (1978 adjJ J1006 CAGS disk found in concrete footing of old gas station sign, (sip pat has been removed). Located at the southeast comer of Mats and Business 146, (also called South Broadway). Eller. 19.71 (1978 now 346-4-1 Railroad spike set in the southeast side of the power pole at the northwest -comer of Main Street and North Wilson In the City of Morgans Point. Power pole is also located at the southeast corner of the Morgans Point City Hall property. El". 16.85 (1978 adj.) - HOR=NTAL CONTROL - THISS PLANS WERE PREPARED WITH THE USE Of AERIAL SURVEY T'ECHIHOUES. COORMATE SHOWN REBEON ARE SURYACL BASUINES SHOWN ON THE PLANS ARE NOT STAEED IN THB F181.D. T'RZY ARE FOR PWE LENOTH ESTIMATION ONLY. LAYOUT SHALL BZ BY THB REIERENCE DDLE ISSONS SHOWN. PIPILM WORE WHZ BE MSASM= FOR PAYMENT BY TIM ACTUAL INSTALLED LZN= AS SPZ==. stoner CONTRACTOR SHALL CONTACT THE ENTEX UTLIrY COORDINATING COMMI TSE 41 HOURS IN ADVANCE PRIOR TO WOREDiO IN THE AREA. PHONE 42Z3-4567 or 1-1100.245-4541- PRIVATE UTILITY LINES SHOWN Houston Lighting 6 Power Co. (Approval only for crossing underground ductlmes, unless noted. Vaud for Y -- Southwestern Bell Telephone Co Entex, Incorporated Others Others_— -- -�g�ggg�g��ti��w�na�tamvaw.ran aasrraw.wasm-•.o.. r.r:..�..., .....� 1,11919 ��i v ��ffffffffff��if��fffffffffl��fffffffffffffM��f�� :�I , �� ffffffffffff��8fffffl�� ffffffff�� 'TT7`_gggggg��ifffff��fffffffff�� i�8ig f!lAl7 B •. �.�a. ��-,�-�uwr a-�� xansas.�_,v u_u��811�� f�� B��B�� D1S1L1a177lss�k�al► 71115 WIN, 1 � ffffffffffff� Bt! ifffffffffff�� • �� (! (t • � � • It (i (♦ REVISION DESIGNED CHECKED BY. D.C. IIIIIIII�IIIIIIIII APPROVED D.C. �0 ES Y, UST N & ASSOCIATES, INC. Engineering & Environmental Consultants 888 West Belt Drive South Suite 200 Houston, Texas 77042 (713) 781-8800 LA PORTE AREA WATER AUTHORITY SHEET NO. 27 SURFACE WATER SUPPLY TRANSMISSION FACILITIES SOUTH 8TH STREET AND WEST 11B" STREET OF 55 SHEETS STA.35 +00 TO STA.60+00 PLAN AND PROFILES No. 10790 37-r743 J -I, F i- J uxi f. H 2 B.M. y W > z > F u! > w W W z F > z w w w w x0 w a B306/BY02 H.C.F.C. brass disc stamped 'B 106 BM02' tossed is sidewalk of = W < !"' �_ a � > > > �.. z 0 > > - m ¢ eastbound bridge for Fairmont Parkway at centerline of Big Island N V! m W x x t0 U I M f!) N J m to v, m n in a Slouth list bridge west of Farrington). Q. a 3 a m N 3 O = 1- K Q ~ 3 N_ ,/ gm N_ 0 F N 0 C3 O N N to N h I'- N i o Bias. 24.63 (1978 adij O ~ v+ o s7� GY �'8O 6J�7f$ W O N -NIQ z J N O W N Control Monument - L170 N N et J M p, xm 6454L.F. BORED AND N < p I - C&GS disk stamped L170 Reset 1953 and located on top of concrete walk at the a 3$$3L.F. BORED AND cD a'I JACKED.NO CASING I.: O SAwGI? C'1 soutbesst cover of a small concrete bridge on Main Street lo the City of Morgan C) x N686800 a H r�'AW-r'uT 3 N JACKED. NO CASING Q) PROP. 12a WATERLINE Ste. 84t03 L 3 I bridge northeast of North Wilson at Wy Point, 1st concrete brad song Maio Street. w f- �� = w w N ( JCfe3. 68�G - Lrtj (Icc N Elevation = 16.602(1978adj.) O (n f0 a to Reference Benchmark W . ` m C-1189 C&GS Disk on outhwest concrete sign base of three sts for IBayabore Savings sip and located at the southwest corner of Fairmont =-"a-- " ' 1 I 't Parkway a old Hl way 146, Wso known ss Boadwayl. r { x '11 QW 6162 7 114....r71l72 aloe. ii79 (1974 ama 65+00 67 - 68 sl 69 70+00 T.B.M. 60L.F. BORED AND 34e 11a 'O' carted on top centerline at back of curb of Type 'C• inlet rim JACKED. ".0 CASING ' p 3 - - - N -15 �" R C.P W located on the south curb time of Fairmont Parkway and easternmost 8 "' SAN. SWR. B„ SAN. SWR. cp \\ 8 " SAN. SWR. 8"" SAN. SWR. Z Wet in island at Highway 146. W J�1 it---�- �j i CONC _ z - 1- i�4 .•ENTEX �,rlJSi J.r-rti^-.,..,_ M S� 6V �."". C _ --�-� ,. It .t Ar - __.' Z ----.� J Blew. 13.60 (19T8 adJ.) - - A �p 1 x' �L.F. BORED A D J I --�— � � f JACKED.NO CAST G 34F10-1 'O' caned on top centerline at hack t curb sot. Nth Type'C' inlet s^.. a f Highway th of 1! 6 frontage road, est Avenue 'B' and on the east curb line of the,northboun s� n f� 1— Btev. 14.75 (1978 adJ.) V x Q J1006 C&GS disk found in concrete footing of old gas station sign, (sign post QI~ ( > . has been removed). Located at the southeast corner of Main and e z r' Business 146, (also called South Broadway). G W W m 3 a N Blay. 19.71 (1978 adf-1 WEST IIBII STREET 3 P P� P� 348-4-I Railroad spike set to the southeast side of the wet le at the northwest comer of Main Street and North Wilson in the City of _ _ - _. _ - _ _ ____.-_ _ _ -__ _ ___._. ._..-_ -. —_. - _. - Power pole is also located at the southeast comer of Morgans Point. the M Point organs City Hall property. 20 — — -- -- — -- 20 --- Marv. 16.85 (1978 ad).) g DEis APP _ - — - — — - - ARID WITH TIM Ugg OF -- -- -- --- -- — _- — _-- -- 42WA L __ _ _ — AZMLA6L VRYXY v�c �w OWN xnz N AR= soxswta EFLLE --- __-_ .__. _-.. -._ _ ._ -nc aT _- _-__ _ _.. _-_ --- BASII>Z4Y8 5H071N ON T1$ PtJINE A.1t= NOT STAItZfa Df T1� P181.D. T7t=Y 15 -- — — - — -- - - - - — -- _ — 15 -.._. _. _. _ .._. AR= FOR PR3 LENGTH WMIAMN ONLY, LAYOUT SHALT. BE BY T1D1 a 5_W._ T. C0 DUiT R>QERENCE �[IIiS�Na SHOWN. 1�Hi>ZiB WORL WH3. H= YtABIIR>m FOR ---. PAYMENT BY THE ACTUAL INSTALLED LZNGTH AS SP=(�'L®. tt f -- - - -— — -- --- -- --. . -- -- -- - -ME- __ _ __ .- .. ._. _. -. _+qp _.—_ _.. __. -__ -. -__ - --._ __. _ _ ____ __ __ _. sw. __-__ _ __ -. __ ___ _. NOTES -a- re-wileans -. - .._ - _- . S _..- _... _- -.._ _. - _ --_ _._ _ -. -_ - _.- -.. -- - -.. - - - - -- -- -- - -. ._. .1. LOCATIONS SROtN41 FOR EXISTING U'CIIlllia AND 1')pELD4B8 ARM AN JAC E ANG 10 __ __ -- _ _bin _ __ _ _ _ s _ / _ 10 APPROxtYATELY. CONTRACTOR SHALL CONTACT ALL ITamr AND I_ — — — - - - --- — - - - - sWR - — — — _ - 8,. SA - - PIDBLIIN= COYPANI66. CONTRACTOR SHALL VIRI>pY AND FLAG T>?t! __ _ _ _. -_... ._ __._ __ _-.-.-_. -_ .-_. - ______- _ __ _ _ _- _.. GROUND DT1lMM AND PWZLDM PRIOR __. -_.. - -- -__. 71' -a---._ -.. -.-.. -... .... . WOCRBING IN THE AREA. _ _--_- _ TO NOTE, -_— - lua CILI`I R-M .i-B' -.- NT __ __ _— __._ —1 --_ - - ._.. _.__— - -- _. ._ 5 COORDINATING C04tQiTEL CONTRACTOR SHALL CONTACT THE ENTER UTILITY 48 HOURS IN ADVANCE PRIOR TO WORKING W THE AREA. PHONE 122I-4567 or 1-800-245-4545 M W n 3 MATCH LINE STA. 79+00 3 `� a W W 2°x 22_I/2°-BEND ° 0 2i W o o O sf8.7tgf38.5 �° 33' / /7ENT�EX y'P .f, _ �" a J I cI � _ -_- E X 2� STI. yJ,- � in OD (O W n m = IT h PROP. 12H WATERLINE 9� _� m,I 1 F3264�00 PROP. 12" WATERLINE Fa 3� -}- �'q ro o W ,q 3 l m �i o NI in ✓ 79+52. -fa 79+48 .5_ T n�4<!ir �646 0 N to 78+.35.33 In N - - 32 L.F. RED A D JACKED a ' V) a EX 2"" STL. ENTEX GAS — _ 2 In g �,. / / m I a) +04 02 36 �" STM. SWR. W) F W i L.F. B RED / i -- - 8. Z Aq;�.ao 10 / �%t Q. ai a� nz as t m w w w M M Mo M M bMw MOM RM �laNF�a � I PRIVATE UTILITY LINES SHOWN Houston Lighting 9 Power Co (Approval only for crossing underground ducthnes, unless rioted Vail for ne Year Only) W western Bell Telephone Co - Enter, incorporated Otners Others L � 72+50 73 74 75+00 76 77 78 79 80+00 81 82 83 84 85 DESIGNED BY . C.B.C. ^ LA PORTE AREA WATER AUTHORITY DRAWN er: J•F• i ES EY HUSTON &ASS ASSOCIATES INC, SURFACE WATER SUPPLY TRANSMISSION FACILITIES r .. CHECKED BY: D.C. vx - � I11 Engineering &Environmental Consultants WEST B STREET AND SAN JACINTO AVENUE .a .ED BY: D.C. g g PLAN AND PROFILE I A2,2f05.W-3r COIV941/T; 19•/wM DATE: 6-17-88 STA.60 +00 TO STA. 85+00 NO. REVISION BY DATE 888 West Belt Drive South Suite 200 Houston, Texas 77042 (713) 781-8800 - SHEET NO. 2 8 OF 55 SHEETS FLE NO. 10 7 9 0 �57-179 �i qW d } m liz! 0 NMr M Cz MINE � k �� v r k..-x^tiw� � Z z 0 > W ®"I e. M. O O 8106/BM02 H.C.F.C. brass disc stain -6106 BMOZ- found in sidewalk of S-td. 857450 z ^(0 I 120 x g TEE PROP. so W. L. 0 00 O eastbound bridge for Fairmont Parkway at centerline of Big Wood 12• X 90° BEND N ttl° O� IKWIK F3 SEE SHT. 32 OF 55 a� I Sloutb (let bridge west of Farrington). �:. BORH4 `JA 6a G. V a BOX 4sp SEE SMT. 3Z -� � „ti`O x to El". M" (1978 a4.) �y,A¢Lt{ 0 4' Control Monument - L170 O I MATCH LINE STA. 89+50 � PROP. 12° W ERLINE ffi � r-� L- J ( O' C6G5 disk .t.mped LI70 Reset 1953 cad located on t concrete .elk at the F" W O OD 15"SAN. SEWER CONC. southeast corner of a small concrete bridge on Main Street is the City of Morgans _ z a PROP. 12" WATERLINE .8B.fgB STA. 92470.53 VIRGINIA ST. = Q W ti ACREAGE O D / Z JCt1 Ir%� I f STA. I+OG EAST MAIN ST. Q / • Q nag Main Street ---�� Point, lot concrete bridge northeast of North Wilson si *12 O T�/77p A/r Ab VvIve - �� r/8%� Elevation • 16.602 (1978 a ) > ^� aw C R E A'G E Q - / /Z XG PROP. 6 WAT RUNE I Z Q 3 ( (n Reference Benchmark Q to ^ = IL.'D 91 92 I) O P posts for 88 +82.55 f y0+0 I i I i ¢I N �O C-1189 Ba sjshae Savings alp and located at thesouthwestcorner of Fairmont I 1 'I 1 L t q1 W z Parkway and old Highway 146, (also known u gmadway). - 15" CULVERT i I F Zio 86 88 --�� Z 94 _ Eb•.14.7911978adJ.) 6 I ( J _ J T.8.M. po Z x x 12' I _ _ as+'sas2' 40 L.F. BORED AND JACkE 3 _ - �- J J F J F /40 _ -_ - C p op ype 'C- wet A S P H A L T % L . F BORE ,/Ae� a f- J ¢ ¢ 3 f N 368-11-1 bested oa the south curb tine olaFairmont fPukwa tand euternmoat 3 a 3 F F •145 L.F. BORE y •f _ / /j/) CA5/�/G o W a o W 6 I I N a JACK = = Wet in island at Highway 146. • CONC!n SAN. SEWER a O S/aa 88f4Of'o 86f77 > a, > y� g Q o = y a `� p0 I I W Ste 9Zf2 9 -fo c� 0 -�-Q 8 W.L. J IM �- V vo t, 31 Uo _ W W • g44Iq F_ Q Slow. 13.60 (1976 adjJ Q N N 3 W MATCH LINE STA. 93 H- 50 eQ z e 346-10-1 - 0 - carved on top centerline at back of curb of 4th Type -C' wet W ` 12• X 90° BEND o o U w m Q G H y G south of Wast Avenue *Do and on the cut curb line of the northbound MATCH LINE STA. 85 +00 � g � � � � Highway 146 frontage mad. Qj J y W Q - �' in 3 F- = n: f n: 1Wv. I4.75 (1976 adJ.1 N w Z X O 3 = = a: J o W ti J a: J1006 C&GS disk found in concrete tooting of old gas station sign, (sign post W car 0 W - o 'O t7 z a Q o has been removed). Located at the southeast corner of Main and i 1_Y w 2 W W Business 146, (also called South Broadway). y > o = x o "' 14 `n 'n Illev. 19.71 (1978 adjj WEST I iA1f 0 STREET VIRGINIA STREET N M It x EAST MAIN STREET 366 4 I Railroad spike set b the southeast side of the power pole at the northwest corner of Main Street aw North Wilson is the City of - Morgans Point. Power polo it eiso located at the southeast corner of 2O 2O the Morgans Point City Hall property. El". 16.85 (1978 a q.) -777-77 --- - -- - - -- - - - - HORIZONTAL CONTROL T1INSE PLANS WERE PREPARED WITH THH USX OP CHM UES. COORDINATE SHOWN SDRVHY TE HEREON ARlf SURFACE. - BASHIJNES SHOWN ON THE PLANS ARE NOT STA1�D IN THE ONLY. LAYOUT _ T118Y 15 ---_ _- _-_ -. - _ __ _ _ _- -_ _ -_ _- ___ -- -___ __ - _ _ ._ - ___ - -- 15 REFERENC Dfi IMENSIONS SHOWN. A" FOR PIPE LENGTH t�NP8HI478 WORK W1u BEE M8A8t7RED FoE BY �R ._ _. pun .__-. ._.- _ _ -. PAYMHHT HY THH ACTGAL INSTALLED LHNGTH AS SPHCIFIED. . F. .IAE NOTES MWANN� nemeses 1. AND PfPEIJNSS PROXIMATELY. CONTRACTOR SHALL CT ALL eS.A .�PlpBi•DJH COMPANIES. CONTRACTOR SHA[.L AViDISY ANDt�Fi' AG TRZ 1O __ _ __ - - ___ _- -_-_ _ _.rY AIM __ _._ _ __ _ —_ - _ _ _ _ _ - - _ _ _ __ - __ _- -- 10 LOCATIONS OF ALL UNDERGROUND UTmntss AND PIPELINES PRIOR TO u _t1d - -_.- _-_ -__— •� T __ Rt.'DIGINTHE AREA. _-R . _ NOTE: R 6- IPE !NE - - _ _ -. --- - -- - - - - _ _ __ _ - - - _ _ _ _ - - SEE __ ANII .. .__. ._._ --NO I__. -. ..__._ _-- ._. _.._ _-_ --__ __-_ _. --._._ _.. _ _. _._ ___ ._.__. ..__ ..__... -. _._.. -_ -___ --- -.- -__ _ -. _. _-- -._ ___ ___._ ____ 4s HOURS INCONTRACTO ADVANCE PRIG OWORKING IR SHALL CONTACT THE ENTEX A HE AREA. RDINATIHG C04W'ITEE .. __.__ HONE s22 P 3i56T w 1-aoo-u - Si545 5 __ _ _ _ _ _-- _ - _ __ __ _ _ _ _ - - -- -._ _ __ 5 3ff F i - - - -- - -- -- -- 8 - -- - - - -- - - - - -- - - — - - - -- GE*'SLEEVE _ __ SWF J 0 _ _ 0 85+00 86 87 88 89 90+00 91 92 93 94 95+00 x O z ��o e 1 - 130 ULTIMATE R.O.W. ti�� L0 x _1 ti 3 H.C.F.C.O. No.F-212-00- O W Io, �M 2- �4 W�F r S.af-. (— �I �M } x . I I �I I 1 i I8 a _ - 0 - h = N A .� xI I emp. Air. /. Volve, C I HZ Q. W; _Wti I i Q Q of I 79L. F. BO AND JACKED Cn 54L.F. ORED AND iv _- 80 L.F. BORE & 1 • I 1 I 34 L.F. BORED' /05f$ro JACKED - o PROP. 6 WATERLINE /olofZ - N a 5' 3f� 95f37to 9�Ot/!� 5 5 JACK _Lt f I I D JACKED o W W IF Oil 96 \ 97 98 \W11-- 100+00 101 102 103 104 105+00 OD 0 ` 10 z PRIVATE UTILITY • I , (ApprovalHouston Lighting & Power Co. for crossing underground ductlines. unless rioted Valid for Qw Ye4arnfyl Sou%fivestern Bell telephone Co Entex. Incorporated Others i Others � � " _ F a r• � � ` AI sa • ` INJIMI.,111 LEMON MMMMMM ME d 1 • A I ;• • E MA�� \mil• �� _..�-- _•- Mfg MW mm 741�- IV? I � �� ' 1�s�sra�■�� ..� �elsl�� ..jl�.�ii1O •t�� - I mom K ------- --- emo �r"T T.". 11 W: L J11111 i'�� jkli ., • - ��i �� tit— Itl• �=-� EPq u+ l , ��t'�� I� �_...�y�tM I. 'Il•i' .1 •siBtSila • t<• f 1!/�• _ �� - _ -.. E 113M, .. .. ....131 • . W4SURFACE WATER SUPPLY TRANSMISSION FACILITIES . DESa4w By: C. B.C. LA PORTE AREA WATER AUTHORITY SHEET No. 2 9 1 III DRAYM BY J.C. .. e, •41 ASSOCIATES INC CHECKED BY D. 0 0 0 •REET AND EAST MAIN ST. D.C. hEngrneering & Environmental Consultants WEST "A!'STREET, .., . PROFILE DATE: 7-14-88 . . REVISION 1, 0■1„ S7-1793 a 8106/BM02 H.C.F.C. brass disc stamped 'B106 BMOZ' found in sidewalk of • eastbound bridge for Fairmont Parkway at centerline of Big Island in W Slouth list bridge west of Farrington). p 3 x a W O IDev. 20.6E 1197E adw O o � ( c�O in Control Monument - LI70 to O m ^rirL 00 C&GS disk stain L170 Reset 19S3 and located on top of concrete walk at the t0 tis 0 < 1 southeast corner of a small concrete bridge on Main Street in the City of Morgans N -. `49 �'' Point tat concrete bridge northeast of North Wilson along Main Street. 1` ^�t 8 g N / a �'00 tO O w/r. �� O - lv & 80a. //D•tTS O "� _ Elevation • 16.602 1197E ad).) R14 -tea/✓G _ -- w -- _ - --- Reference Benchmark -'.-Z• -- _-- -- —{ r— -- - �- • EX 2" _ L. ENTEX C-11E9 CE,GS Dbk on southwest concrete sign base of three ports for Q tiO 3 1 L I N E Q ParkBaysway and old Highway 46, (alsoSavings do and located tthe known allhwest Broadway). of Fairmont ~ e I 35 3+l L.F. 80 ~ EI...1a 7911978 adld p F 3 PROP. 6 WATERLINE 5' //9f25+ L.F BORED D JACKE L.F. BORED A�}D ED o L.F.BO D AND JACKED AND JA T.e.r. W b 5' _ St i/2 1db / 87 f 'o ,� S� 340-11-1 '0 ' carved on top centerline at back of curb of Type 'C' inlet hh118O 119 m located on the south curb line of Fairmont Parkway and easternmost z_ 108 IIO+N00 111 -�-"'1 I- 1 r 11 rr 113 114 115+ O0 116 117 -- — -� I Z Inlet In island at Highway 146. _j �r—' ---- _ _ - - --- - - a tt L,� -•""'ti S.1V.B.T. BURIED CABLE--U_---_ - _... __ _..- _ ._:i`.'� __ - _ - y -- - - - - E1av 13.60119T adjd TT `-'- - - --. _ .__T __._ . __.- - -_ - -- - 34E-10-1 oa the out curb line of the northbound*Wet �, 1C-'r 11 �~ i 11 - m siouth of Highway 14�6 Iron road a "`�, \\ ' •, ' t back o! nab of 4th Type 'C' tale[ Z 1 I 1 11 ( i J y I• W 2 ( ' V 1 [age Q I t9 tS- 11 ' I F- > m W a ' ..N ^ w F I h ^ >. w to Q IfNv. 14.7S 1197E ad)J I-- I.- J F Y Q J F. Q E• .� J F J W Z d: f. J X Z Z a F co a^ W ¢ tC W W W Ir W o ¢ Z " rc ¢ w 3 J -N J1006 CB,GS disk found in concrete tooting of old gas station sign, (sign post NC ¢ W J fC 3 W a z g= > W x W> X J 3 F W> m W W W Z W¢ W W X x N -J W has been removed). Located at the southeast corner of Main and W 3 > a o > O a a> o > a o o O W a >¢ J f9 W> > NL >> o w -I W Business 146, (also called South Broadway). �W ;3 imj0- cg ��m » m �tY> 3 :30 =j »DN �- ¢c m za=Q y O m Q O Z a v a O o to w a Itlay. 19.71 1197E ) Y U> U U W U a_ W �' U J U v J to m W 3 - p 3 =� X O � a _ z ¢ _ o Wo 3_ ¢ 3 a 3 Q_ m m 0 LL co V) in M a co Z m p g m o N U, is m y m a N g N w N 345-4-1 Railroad spike set in the southeast side of the power pole at the EAST MAIN STREET - - oort6sast comer of Main Street and North WtLmt in the City of located at the southeast corner of --- Morgans Point. Power pole the Morgans Point C property. - o ens Icy H ert . 2O 20 Kiev. 16.$S (197E s4.) USE OF : _.D UND _ __ -_ -SURVEY TECHNIQUES. COORDINATE WERE PREPARED HEREONRESUs SURFACE. ___ HORIZONTAL CONTROL 15 - - .- __ _ --- --_ - -_ _ - -_-_ _ _ __ - - - _ __ -- - AIoR PIPE LENGTIAtATION ARE SLAA ODVTINSHALL�BEBY T88 15 THE BY THE ACTUAL INSTALLED LENGTH AS SPECIFIED. PAYMENT -- NOTES •_4 _ _ ...__ -_ -_-_ -_ _.... _- - - _-._ - __. _-_ _-_ _ _. - -_. -... _. --. - _ -__- LOCATIONS SHOWN FOR EXISTING UTI IUIS AND PIPELINES ARE .-..-- -- --._ _-. _ - - - —. --_ _ _ __... _ -. 2° NTEX BE _._ _.. ::. - - -. -- .__ _- _ _-_ „ -_ APPROXIMATELY. CONTRACTOR SHALL CONTACT ALL UTILITY AND IO - - _. -_. _ _ _ - _. __ _. _.. _ _ -. - _ __.. ___ __. -.-_ _ _ _ .. _ __. _ _ - .. _. -_._ - -.__ -'G- - _ -. -- UNDERGROUND UTILHAL AND PIPELINES PRIOR X AP IO PIPELINE COMPANIES. CONTRACTOR SHALL VERIFY AND FLAG THE _- ._.__ _ _ _ _ ---- ..-._ _ _--- LOCATIONS OF ALL TO -_ --- - WORKING IN THE AREA. 7TE�INE NOTE: _ LF _ AND ACKED CONTRACTOR SHALL CONTACT THE ENTEX VTILrrY COORDINATING COMIOTTEE 3-.� REff ND ___ N W L. BO D A JAC E@ __ __ _ __ .-, $AN.. WER Ma HOURS IN ADVANCE PRIOR TO WORKING IN THE AREA. 5 �i- E f_}�} } 5 PHONE 1223 s56T or I-too-z�srs4s 7s �a } Pt a0 fl -Sf :11Z sZ o /L 87 - - - 15@T>�_ _. T VER APF W R . _ �+ NEED PL , Sta. 6t�/ 40 //6f O _ _ - 0 4Lt 1 + - { --- - --- + - -- - _ - --- - -- - - 0 — t t 107+50 108 109 110+00 111 112 113 114 115+00 116 117 118 119 120 W W `2 PRIVATE UTILITY LINES SHOWN z -' - v O w 3 ¢-- el O ti a �O �(b O Houston LigfhtingLigghtinngg 8 Power Co. (Approval only +t for crossing underground ductbnes, unless noted. 1 �'700 I 00 m ..rLr� / N 4i"� Valid for 0 Year ) l - tis �I CV so tern Bell Telephone Lo :.` R/W rL - R/W 1�EX 4'• STL. ENTEX GAS 90-r- - ----E --- 1'n ..Jtr. ". M .I - a N6 tr- h EJ Enter, Inc ' ? .-.. ..._ rvOJ. orporated -.. STL. ENTEX GA _ r N •i 8 WATERLINE EX 2° STL. 896�ENTEX GA } B" WATERLINE T5. POST Q Others �... EX 2, STL. ENTEX GAS __. - __. V, �3 L. F. BORED AN JACKED 3 1 1 .4 ' 36'l�.F. BODED AND PROP. 6' WATERLINE o 3 fr2 L.F. BORED AND JACKED Others - W I I 5, 5, I 30 L.F. BORE $1 JAC /' L. o 0151 W z m 2 tD 124 125+00 12 127 128 N i31 132 fV Z S.W.BT. BURIED C BLE- I - U _• W 2 I i N I I �, �. , _—�- n II, J W I- ( J N J EX.4 W..L. Xo a J B WATERLINE W _1 n J I 3 rn a z - N F ¢ f J m F ¢ X U t7 K O C W X � W 0= - C m U' Y Q > 2 W o> W > z rr' > m W i o t a j $pa. /27�'SS / ash, Q W a w �6s' �d. /.3�•F.57 m j Q> J o X J ®> W y NL 0 3 J ca FP - > rn F N Temp. Air �� Yw/vIt, - Tom Aim iPc% Ga/1/e X o UQ iiLj ao -Ia -cMM m c=i3 3NF tnQ� = 3 a _ 3 N N °°� in EAST MAIN STREET "� tCXZ u_ in N W W -- -- f t + f { 20 + } 1 - I I - 20 - } { + F i t \. _-- - NATjlRAL ROUNO - - 15 : -- + t 15 _ 1 _ DITCH R ,:_ _. DtT H R } TEM . AI RE ASE VALIVE TEM AIF� RE EASE + - - _ 8 L NTEX. DEPT APP X• f a > ; t W. L: + - _ *$/ t + T �W.+L. t i 10 10 - - a _ __ - W'L- --- — + of , _ inew fT 5 � O E .OTE ! + 1�F. REQ AD CK ` --- + - — - +- - -- - t-_ _- - - -- -- ---- - + — - _ _, 6 . i t ` + c — — -- -- — — - - + +7:imAJACi 5 t t $ _ - - - - - t $ $ O 5UILT 120 121 122 123 124 125+00 126 127 128 129 130+00 131 132 132+50 DES*NED BY. C. B.C. ,.:.F. tt LA PORTE AREA WATER AUTHORITY SHEET No. 30 DRAWN BY J.C. ASSOCIATES, INC. SURFACE WATER SUPPLY TRANSMISSION FACILITIES s��•' tt- ESPEY,HUSTON& , CHECKED BY . D. C. 3....:•_.. _,.D CGER.,..� Engineering & Environmental Consultants EAST MAIN STREET of 55 SHEETS 9'. � a6270 O :'W � APPROVED BY : D.C. 'rl,FSSCisTERNV��ss tt /OIVALE - PLAN AND PROFILE DATE : 7-18-8B "'",�""*�°' STA. 107 +50 TO STA. 132+50 F)LE No. 10790 N0. REVISION er DATE 888 West Belt Drive South Suite 200 Houston, Texas 77042 (713) 781-8800 B.M. B106/BMOZ H.C.F.C. brass disc stamped 'B106 BMO2' found in sidewalk of W eastbound bridge for Fairmont Parkway at centerline of Big Weed Slouth list bridge west of Farrington).MORGANS POINT O 00 Kiev. 20.6$(1975 ad).) CITYCb control Monument-L170 HALL o� C&GS disk stamped L170 Reset 1953 and located on top of concrete walk at the Y 0 ti� �ti southeast corner of a small concrete bridge on Main Street in the City of Morgan. m N6 (v Point, lit concrete bridge northeast of North Wilson along Main Street. ±± /L ElevatioNSM -TR - -f- C-1159-- Parkway and old Highway 146,(also k�wn as Sroadwayl.L- Q o—T. S. POST S— 3- Hlev. 14.79(1975 ad)d I" T.B.M. • - PAVED 346-i1-1 'O' caned on top contortionat back of e�zb of :Typa 'C' filet PROP. 6 WATERLINE O located on the south curb line of Fairmont Parkway and eastersumst W — inlet in island at Highway 146. . 133 i35+p0 Z . . . .° 140+00 '4' _ . Elev. 13.6011976 adJ.l -- -- rco- — __. .... _ 136 137 138 Z 34 345-10-1 O' carved on top centerline at back of curb of 4th Type -C` Inlet - 4.7 V. (3 W ' --- -x -- — x- y_ i - ] r — —x> O Z = J n d �I m Q I 1,-s' ( / Elev. 14.75(1975 W K LU i I o O I o N a W z 71006 C&GS disk found in concrete footing of old gas station sign, (signpost Q W J Z y a y o a m 0 J a has been removed).Business 146, (also called Located utb B oadwasoutltaut corner of Main e and 1 J Q • o y). a vW a _ a O > o tlz G m O Q ? o k? SEE SHT. 46 OF 55 FOR wo W V 3 N Etev. 19.71 (1975 adj.) MORGANS POINT DELIVERY EAST MAIN STREET 348.4-1 Railroad spike set in the southeast side of the power pole at the — SEA ~� ~ !'• P01NT E — - Morgans Poinorthweet nt. Power poleer of Main siaealso loe ted at D southeastet and North Wilson In ecomer of __ -- - -- _ --- - -- -- - — - _ the Morgans Point City Hall property O 20 — — — — _ Kiev. 16.55(1975 adj.! _. - _ -- -- -- - - - --20 PREPAREDWTHEUSEOF City of ___. _ _ —_ - -- -- H0=GNTALCONTROL - TM= PLANSRE__. ___ _ _- .._---_ _--- -. . - ._ _ -- _-.. ... _- _ - T1RY AflTSt SURVEY TECHNIQUES. COORDINATE SHOWN mzow Afl SURFACE. SD!!T __E12 DE P T_- - - - - ---. . - - -- --..... ... ._ __ - - - -- -- -- ESTIMANOLY. ': YOUT'HALLSE Tim_ _ _ __ _ - - - RPDRL®fOTH__. --- --- -- __- — -- -- - -- --- --_ ._.- ___-. .__.- ---- -- ---- -----. __.. _ - _ - _ - -- - - 15 ..,SHOWN. PIPII.IIfE:WORCWIISiEE:1QA5IIREDFOR ': 15 —._ -- --- - -- - ....- __. . _. ._._ _. .. PAYMENT BY TSR UAL INSTALLED LENGTH AS SPtC1F1I D. — _--- --- - _.. _- ---- - ---- -__ __-- __ _.-- --- -- - --- G UTHSZTES AND PIPELINES ARE t.^ _ - --_.- ___ . .. - - - - G LOCATSONS SHOWN: FOR EXISTDI ��:::� ".,', :: W _. _- ..-_ _...-._ ___-: -._ - - APPROXIMATELY. CONTRACTOR SHALL:CONTACT.. ALL UTTITY AND v Q 10 _____ _. .. ____ ____ _.. _. . _. __ _-_ _-..__ ._.__ _- .-- _. . -__.. . --_. - --_ _. .. _ _ - 10 I LOCATIONS E OF ALL�LINDERGROOND 1T[II.I1T85 AND E PIPELtNS5 PRIOR TO YANDFLAGTU m z — — — — ¢ , .,, - -__- ---- -.._ .___ __ - _.-_ ----- --- --- .___._ _.._._ -_. !t WORMING.IN THE'AREA. _ _ _ 4...�� ms-µ` , ,::._ �, _ _._. _ " .. , ..., ,,, _..._. -- -- __ _._ .._.__ __.. .—._._ —._ _ _ -_ _. .. ... --.-.. -_. _. _.. _— __. . _ ---- - -.: .- --- _� CONTRAGTOR SAAI3.:CONTAC7 TAC.LNTE%OT3ITY.COORDINATMG:COMWTI'EL � w,. .- < n �„ .:. - --__. . _..____ --�- _ _...— __.____ --_._ -_..— __— - -_ _- --___ _ __ _._ �... _. _. _... _.. -. ...--_._. _._. .:. _ ._ —. — —. : V OR :W O1NTREA y :.;��.,..w� ..�%., „., .,� - _ ._ -_. __.._ -_- __ _.____ _. ___ ____._. .-_._ -..__ _.____ __ -... - ---- - -- __. ___... _ .. _ - ::.. ` - _ '_ HONE 422 67 -4 D-244.4545 P 7-45 - 0 - - - - - -- -- - - - - - -- - - - - - # + - -- - - --- - - -- --- -- - - -- -- 0 -L - -- - - __ __ __i- __- ---- -f _- _ ; _ _ L1 I - - - 0 132+50 133 134 135+00 136 137 138TH 139 140+00 141 142 (-rot' p2 W w - S A. [o -I. 4(o !- 1- -W W a W STA.-1 i00 WEST "I" STREET = rn Q W Q K f At WF a J ate. a PRIVATE UTILITY LINES SHOWN > STA. 15+21 SOUTH BTHI$TRE F STA. Co'7. - J > > e B W 2-120X450 BENDS o rcJ > 0- tlZ o > > 3 W = I N = tl= _ N N In W U H „�s. AL6U� 4�ry(3 J W J W W a STA. 4 8ro W 0 .4)— a a ° c % z o: W x x x a 5 rWerground dudbnes,unless noted WO W N H F t H lodfo 0j u w O ¢ S i > 3 m 3 a a a o x TEMP. A/R 0 4 = - ' 3 a 0 Valid for 0 Year y) z POLICE 'D W W m m a o ( �' 0 ,..►. REC.. VALVE ! y DMINISTRATI01�' ino 3 �oLLQ PROP. I2 WATERLINE a 3 m Scut .Bell Teleplrone Co, 24 STM. SEW R 2 ENTEX --- . ..-- 1 x T ".rr N6834 R/W v _ - 5+ -'--... ._ x x x 24' R.C.P. x r �..�,.,.• Q x x __ __ °�Rhhe•s H = 8°SAN. SEWER i 2 3 4 8" SAN. SEWERN d I 43 L.F. BORE 8 JACK p 3 d _ r _ _ 11 35 L.F. BORE d JACK STA //f/5 W - 4.F BORE 1 to f - TO !! !SO a � '",.- c r w 5 , BOR D PARKING AREA a — Z �.I L.F. BORE a J CK ?. o �� --•) AND JA KED M " I _�' r M 8 SAN. SEWER SEE SHT. 26 $ t !4.4 ___-_ -- N683400 ° STA. 1Gdf 7 a FOR FITTINGS ( LJF I a-i I T (.y d a "� Z ANT. DISC I R N I 6TA. f# /0 3 W 4, ~N m f!Q" riATE VALVE CU U) a F- �� AI PRC�YEII a O rr3 O Assx Cant County Et�c�iiteer 12 X I I y4° BEND STA. 4+48 o m o 2-12"X 45° BENDS o �3 �, 3 Z = H tl fv WEST 11=11 STREET - — —T— ; STA. lOf5(o 6e/O-l�9 { N,v�' — —� na ti w4 g t • ! i Wale, & Santtnry Sewei Lino v ! W F o 1 t t } e Aporo ad a_ to ( + �.. — — L. a. nor. 7n,v rw� — 0o W <' n' + — — t { n j t + + The! AK•ve Hut a•xni o-# i ----- _ 4(5 _ THE E OF MT f i TEM AI REL ASE VAL I 24 ST . SW . INBI I _ - - 24EWER SAN. SWR. 2 M. 8 z -- -- c - — t __ __ _j__- _- -- _ __5 ♦ ... - - - -- - -- — --- - - - - — — AT Rtt E _ f IS ^C TER INT EL AND _ _ LEEV UN ER — —0 D, EK A _.._ '- - ---- -- .— - - - ----— - fin _ 5 _ _ -_ _ _ _ _ _ _ _ _- _ _ _ _ _ -_________ - $ : : i _ _ - - - - ___ 1 +00 2 3 4 5 +00 6 7 8 9 10+00 11 12 13 • z DEs16NED BY . C. B. C. LA PORTE AREA WATER AUTHORITY SHEET NO. 31 ' DRAVM BY : J. C. SURFACE WATER SUPPLY TRANSMISSION FACILITIES CHECKED By : D•C• D C GER ESPEY HUSTON & ASSOCIATES, INCe . .. ".. EAST MAIN STREET STA. 132 + 5O TO STA. 142 +OO 9 o '�70 s Engineering & Environmental Consultants of 55 SHEETS APPROVEDD.C. ° �s . WEST I STREET STA . I + OO TO STA. 13 +OO By : D Eg _ ' Sfp�L I ADOEOS.W.B.T. CONDO/T' LOn'ERED /2 " WATERL A/E JcC. 9•/584 DATE 7- 14- 88 �E NO 10790 NO. REVISION BY DATE 888 West Belt Drive South Suite 200 Houston, Texas 77042 (713) 781-8800 PLAN AND PROFILE z SEE SHT. 46 0 55 FOR C TY OF LA PORTE DELI RY POIN F to o No N � Z DIRT YARD TANK q� / TANK . CONC. Ji t- 3 92 W W SEE SHT.29 OF 55 in Sea Sl-iT ZCT a (L K PROP 6" 1' 00+ WATERLINE > ® ; +4 v � 93 DIRT,'/ I 34 L.F. ---�' BORE & JACK 0 Is o B. M. pJt' C° 0106MMOZ H.C.F.C. brass disc stamped 'B106 BM02' found in sidewalk of sc� 1445� 14-14 tO �% D eastbound bridge for Fairmont Parkway at centerline of Big bland 2- 8 "x 900 BENDS M• } ti v , Slouth (1st bridge west of Farrington). I- 886. V• 81 X d.) �' s�P E1... WM (1978 now � T P Control Mooummt - L170 7# T L �� Ck Ss—dd s etimped L 170 Reset 1953 and located on top of concrete walk at the M --6—� 0 southeast coroar of a small concrete bridge on Main Street in the City of Morgan 2.00 Point, let concrete bridge northeast of North Wilson along Main Street. TLC^ 4'Z seT80 = O \JL Elevation. 16.602 (1978 adj.) ' 0 I_ M O B D Reference Benchmark C-1169 C&GS Disk on southwest concrete sign base of three posts for 3� END Baysbore Savings sign and located at the southwest corner of Fairmont ip Parkway and old Highway 146, (also known as Broadway). PROP 12"WATERLINE MEMO MEMME him 1.=OEM E3264200 I I I PIPE z O 1 PIPE— t O PARKING W LO w` TANK z a 3 o N SEE SHT. 45 OF 55 FOR CITY OF LA PORTE DELIVERY POINT D x X, ❑ Sec sh • 46- W WATER Z WELL.-8"x90°BEND PRIVATE UTILITY LINES SHQWN ii > a & Power Cc (Approval only for cm . rgrouro c ctbnes, unless noted Valid Setif Ent@ Othefl Lghws L # a _._.._...-- �— - - -- 3-rL. F. BORE AND uACK _ e+ia,oO SM 5+28 TO 5*71 6_ PROP. So WATERLINE Q 6 " WATER O0 01) E3264 00 m z BROADWAY I- z- - - - -- --- -- - _ - r _ + - - - 20 N TURAL:6ROUN 2O t} • t , _ t y _ _ -- -.. _ —. l , i } . 1 i . f 15 _ . Yv p i _ 33'L WE+ IN F DED LAc 8" W STEE Sf EN (0.375 . 5t AS WALL 8t5t7 A t _ I5 $ t f ; _ - - __- - -_ - -- - --_---- , , __ ' t i t - - - I (_ - - -- =-- - -- - -- -- - ,cc + + - - - -- - -- -- +__ _ _ -. - ------{---- , -- - - ---- - - - -- + - - __ --- -*- -- S - SH , 4i FOR _ — - - - — 777 - + ' t - — - _ - _ _ r - - -- tt _._ _. _... _ _ : _.. DRAWN e,,: _J.F. ::��•• •• Ea .' ESPEY, HUSTON OC ASSOCIATES, INC. SURFACEWATERSUPPLY TRANSMISSION FACILITIES CHECKED 8Y: D.C. e , \ e X.4.:.•.° CONG WEST "I"STREET AND SOUTH 4TH STREET APPROVED er : D c. 00� �270 �o: �W Engineering & Environmental Consultants STA.13+00 TO STA.17 +00 '.. hf4�soN��E�`'`= EAST MAIN AND BROADWAY STA.1+00 TO STA.7 +00 NO. REVISION BY DAB °A� 7- 14-88 `t•.......��'tr 888 West BeR Drive South Suite 200 Houston, Texas 77042 (713) 781-8800 1PLAN AND PROFILE OF 55 SHEETS F•E NO. 10790 -5 7•-179 i rid BIG ISLAND L [ N D SLOUGH 4FD 5 0 ' D R A I N A G E Fi . 0. W . - p 1 e HX.TX- bras aw striper •3106 BMW :oma is atderoralh of O - aeaaJsoiasg lddEa tar FeYaame raeasa. s e of ey Lid • O L . 4 8D. R . � � : ' '� ;..R asrsra0008"x III/°BEND H.C. +9@ �170 FOOT BRIDGE- ---4 N P I. STA. 11+83. PROPOSED 10 b.R A. W • A • WATT 8WM*M L170 Rewl 1953 d loeatad m top of emmesa wwl az the PROP. 8 WATERLINE 46600 88 II'0411 W 10.00I FT�MT• aearlo Comas of a Sa w t mess tatdee m Mda Str.a m the cur aP.I. STA. 8+04.10 L 1 Ln petal• 1st mereta tndp as•hrast of MGM Wales SAME Mans Suvet. P.I. STA 3+34.28 .A.W.A. WATERLINE ESMT• ` 20+0•♦ 21 oriel+..+Et..ma.w ltAU(1978adW N3°28'31E IS+ores 470.12'° ---- - - - - - - - - - - - - - - - - - - - - - 4 S3 28 31 E 470.04 S I 48 56 E C-tlt9 m Ni t � bar C thaws Pass � _ _ _ _ _ _ _ _ 12 0 _ _ 13 O 5 + 00 6 0 ' 8 " 10+00 374.99 11 - - - x 2'"ENTE�L, A.Q. R. L. ..2 4 d this aoehererr radar of lairamt 1 u 7 9 0 ` ! r Q Paalrsar d off S106sq I" Wm tsswa as Btoaaorar. Z SL B P.I.STA. II+69.20 i o 1 + U) T.B.Y. Ora.t<7►(11'Rad1i a NBB II O4 r \ VC sdad� t • O •caned ®aaeshaast tI' l l footaae for let taetal tow soestIL Q r ;7/,;F,�;Orr'49" W 10.00' ' 10. 0 01 + poop (jJ of raboau to tat HLtP o..asaet won of Underwood. J —Sfa. ZZ 2 5 + Of z �:1m(1411nadl.l n I 2 - 8 "x 4 5 °BENDS DECK \ 346-33-3 M awhe set ht moth ado of lad Poorest, pole worst of south lath screest d 't Q O t3J to Z p ' cO�c Ow. 20d5 It97E adJ.) u n s►t ¢ tL W v m `� CC) ` �q 340-04 3/A spa" en to southeast ads of 4th power pole seat of intr--- 24 x 8 T E Td U N of Fairmont mad Bay Atea Booleea94 and an oonk side of Fels®mt. / 4"x 20" RE UCE Se sh 94LAB z E 3246800 z HOUSE SE nor l7 Sd 11979 aalJ 20 "G.V. 8t BOX x x' /❑ 8 " X 11 V4e EIE ND Fat /,F !o d St �t/4 1 i I {}JJ • ♦ .- ' __- ♦ 1 i _-.. -. . _ 1 AL CONTROL -THESE PLANE N10{f PRl@AAED WITH T� UO O7 «. _ ...._ .. i_ +++y t {} t. ,. _ _.... i _ .. 1 : ' I - ♦- - - - ' .. _.__ - ._ + - - } . t PLANEAM NOT. STA1®TZ BROWN ❑ Ff1. THEY 6 G.V. BO SBG SARE SURFACE. 1L /� j j t NATURAL ROUND j BROWN ON TER _ -Wusk j $ ty t L G j { ' : t f : 1 1 ; # , ESMAA=X ONLY. LAYOUT SHAIi. HE BY THE _,-__-- ---- { -- -- f { R�R%NCS D>Y�NS SHOWN. PZPn= WOGS WH.L BE tIHASURED FOR 2Q ARE FOR } - . j , ♦ . } AYiQttT ST THE ACTUAL INilALLED LENGTH AS SPECIII'1l;a. • i P A + I FiROP. 8" WATE LINE _ w 12" S41N. SWR. } + ; _• t + ; + _ _ NOSES • } j }.. i . � .. , } _._ ♦ i 1 } O ' • + . -_ t 4t } i. LOCATIONS SHOWN FOR E7mTING USnX= AND PffLLDiiB AM I I 14"EN EX I.P.(. LA. A PROX DEPTH 1 } U • } 1 ! 4 i t APPROXDIASES Y. CONTRACTOR SHALL CONTACT ALL UTIISTT AND + } F } I 1 } r , } { : 111 . 4 ♦ . PMOM E OMPANISS. CONTRACTOR SHALL VERWY AND FLAG THE _ 15 __.'----_." _-. { ' _—`}-. _ _. 21._$91K,� R -. _..--....—t +-.. _.._�-._ } -- _..__ -. _- _--_ - LOCATIMNS OF ALL UNDERGROUND Ui�.1= AND PPELDM PRIOR TO WORMG IN THE AREA. 3 N / e/4/ M e } ! } « 1 TABLE 2-3 - STANDARD HCFCD NOTES FOR PLANS 8�_ T :P NG1 t — t--- --- ®} } $ w ., ameat D m M R : .nt. 1. Harris County Flood Control District. Watershed snag apart { _ __ 4 __ ' _____- , _ } ' ' j 1 } shall be notified at least a8 boon price to coeatroetiou 1'713-684-40501. Y iQ t 1 I t 10 Z. Engineer shall submit letter to Harris County Flood Control District, T- ....._._�.._.-._ ❑-__ �. ---. _t._.._+_ ... �. ---•. f--- ..�' __ -•--. +-_.-. -_..__ -...-__-_-..__ -' 1-.._-.. *... � +-.__� __ _ --4-_ ,_ +.____. -� _. --- - inspection dad of 48 AN. $W[i. .. ._}-_.. : { Items cod Maeaed in Department. requesting C tro k , : • { ! ftanu constructed is Harris County Flood Control District Right -of -Way. i r i , . j ; , } ; , } • i } . , 1 i . prior to t tioa. the dradmiW rigbtot-way mWw ewmaats G t iTJIJ ' + {... shall be staked and flagged. o, BDRE OPE N EN j $ _ _ _ 1 JACK ` C T UACK CUT, N NO%"E1 We�f Over L, 4~ /Z� . t } : baetsloPe d[aiaaea aystama actor shall be 5 -' _-- -- -- •.___ __ a �.__/e' YB_. _a. '!L __ i + C isle /o prot.ct nY, tafnia8 and trestorfae + -. ✓ -.- a S�..W1�.. _ ._ __�. .___ .... __. _.._ _ _ _ _-_.._. _ __.._-.. _.. ' _ ..__.... _... ' J •n a Harris Co,m Flood C�°ntto right -Of Tt-•' "l; �i• i i4+- .- f + -+ + -«-. -� +. _ y. _. _ -. a _ - _ _�_ _ ".�..__ _ - _.__t_._ _-r-- _._._}.__—�-- -{ _ .- _ ..... _ - __. {. Ali disturbed areY within the t7 SIEVE �I ! I way, except the channel bottom, shall be hydro -mulch seedad as per Harris CENTER: 18 .1 1 WELDED }STEEL CASING' ; } } caeaq Flood control specification entitled •Hydro•Mulch Seeding* er E L PEN4l, : SEE! SHf. 48 FOR ROADWAY CROSSING DETAIL : : approved egeaL �t�♦ • ♦ i 1 __ _♦ ♦ ♦ ; ' fir. . : • • i : • . } ' ' , } j 220 . Q ' , ' , + ; S. gacYfW to W compacted is no greater than I loot h[tr to the density Of the i umWturbed adjacent soil i ) floes in cneasel i 'isle for mail dm'tae 1 shall be r b Contractor �«8 ospoeat ' .. � construction and restoring channel to original condition. 1+00 2 3 4 5+00 6 7 8 9 10+00 11 12 13 13+50 _ T. Ali excavated material 4 toberemoved from the HCFCI*eighto:+q. No f l i to be placed within a designated flood plaice and without tint obtaining " 0 BIG ISLAND SLOUGH H. C. F. C. D. 1501 DRAIINAGE R.O. W: I permit. VOL.4866 PG.157 H.C.D R. 1- 811X 22 V40 BEND - _ t cruet for "ob`htami w applicable tanne of the CltEnje C'aramt,. se:tecYa'fod F.dv.�i ------ . - - — �❑ . o S'fa. ZZ*37 �� p0 _ I its -- z H. . F. C. D. B106-00- 0 --- — . _ ,__ _r •-----__ — • 4><a. N%T 02 Foi-war �� '� to /S f3arX 1 z 3A N . } 23 "PROPOSED — _ _ 24 I D' L. P. A . W . a+o - a t b +o WATER INE ESMT E-2.4s ^\ _--•- r 14 '2 ENT -EX GAS -- - '--�� • \ ( �- x--- .L. 15+00 - , 26 EXIST. 18"C.M.P (' 32 - ,•, '`(fi 23 x 16 18 27 1 OUTFALL 22 ^ x---'�-SIa48' 6"E 7 - - _ ,g 28 f— 76 ❑ x J Cl)` i 21 - _ x x - - 986.42__ -- zo+ores 29 ao+ores r et, zA WATERL1 ? / 8 PO21 OL � POOL - � 2 � ti '' � - F _ _ P ..J FAIRMONT PARKWAY x ?� ❑/ CONC. I x ❑`\ / `0. BLOCK 24 SEC. TWO / + �_ —"' Q , ' � o 2 r �`5 �' v s' } �.. _ r 18 00 fGI 61 N _•-/`.- BLEACHER `�,.-.r fD U r \� ` _ I) `Z } ❑ O x t- X x I I � Il � 1 o UNIT NO. B I 6-02-00 � E3246600 l� _�= _7 <._ _ r ❑ i� `� I I U `III x HARRIS CO. FLOOD CONTROL GOP + f' X m W i ' , NOTtt ,Zy } ? I-- �'----__.__X r- i DISTRICT I10 DRAINAGE 1 x EASEMENT CITY OF LA PORTE i CONTRACTOR SHALL CONTACT THE ENTEX UTIrrY COORDINATING COMMFITtt ❑-� / - --" .t HOURS IN ADVANCE PRIOR TO NORtDNO IN THE AREA. CU a PLAT EDICATION FAIRMONT PARKWAY 2 PHONE .z13�sblatl-eoo-us-has : �---�- VOL.88, PG. 61 MAP RECORDS. ' NATURAL GROUND '- I IO' DITCH CROSS IN p W. Ill 4-:22 I/g° BENDS N 0 ROP.:8" WATERLINE' : q � ST:D. PIPING MATRL. + 15 15 woomeswosooss, rose 10 1 t ' { . ♦ 1 -�} rJ 5 VVV t}s, a E It ERR I`• 041.11Lit c ' Q �I1 Vt Q } i 4 : ' Lp 0 T IL V, CA «.5 5010 } + , $ - .- 2 STL.:SLEEVE I 4- O'HER12. v LE } .S . —� -e/as�'� (P. .C. PIPE ONLY) I"• 5' V RT. 13+50 14 15+00 16 17 18 19 20+00 21 22 23 24 25+00 26 DESIGNED BY �JF.' LA PORTE AREA WATER AUTHORITY SHEET NO 33 DRAWN BY (� F• R 9 •'1 QQ� A CHECKED BY. D.�. .' -r, ESPEY,HUSTON & ASSOCIATES INC. SURFACE WATER SUPPLY TRANSMISSION FACILITIES LINE C Engineering & Environmental Consultants OF 55 SHEETS APPROVED BY ,U. C • "`` s g g PLAN AND PROFILE l Ravi Fr:1-BX45°1-41"X2z/t° s7-o/- ,rzzfz .Lest C-'dC 88 '•,�•�••"' N0. REVISION BY DATE DATE 9- /, - QX 888 West Belt Drive South Suite 200 Houston, Texas 77042 (713) 781-8800 STA. I -i 00 TO STA. 26+00 FEE NO 10790 --� H.Y BRIDGE BIG ISLAND SLOUGH H.C. F. C D. 0` s acsc, nn. aw Lids'.. 'nlos swot tea to . adon, a ad we bim.gat °c BORE 81 JACK 38 AINAGE R.O.W. VOL.4866,PG 157 �' p sass fin Habit. gam ad Famarttaa. E32q Bic I AND SLOUGH H.C.F.C.D. 150` DRAINAG R.O.W •a'+liL.F STA. 90a/ C. D.R. o to.wwstamwd 6400 Z TO 30*•33 H.C. F. 8106-00-00 h _LITO O V L 4866 , P G. 15 7 H. C 9. R. STA. 29+ 72.72' o 2i 39+38.7fi .n.Pw L1TO Rarer 190, aer amsad m UP Of cmmm@ walk as flea O 1 N 610 02 12 E 10.15 -- C .mskars mass s a wall frame. aeM N an Mora Straw as tea Cl" s � H. C. F . C. D: B 106-00-00 PROP. 8 "WATER I .8 SAN. SW R. 8 x 90 0 BEND z Palm In mmorm aka of NoM WOam mug blast Stream. 35+003 3739 o " N- - - - - - - - _-X— x 2 ENTEX 6 SPIPELIN IDawsrsw t6.bti(197taij.! 7VE - - - 29 „ --- - CAlp m asaskseet esasee asit been of Lilaw pram for -)St,- 63. 28 © 6 SAN.SWR. Q A.W.A. WATERLINE ES `._ . o+ Ex TANK av _� Bgahaveouly as�i dN mr burst n tee a°shs.n mass °f Pd..nm P and all Hlritaa► N6. faint bssws ee Deeaaspf. #( 32 IE Y. GRAY, r 41 Z € T.H.Y. ow�6479amad" NSTEE G. DECKER w r - CONC. }" ` f 30 '•4 •0 r magi m awdmm ammem foams tar in maul row V JI M , TRUSTEE?A�' " of Paf�mt to in Jl7,iP aa�ee .eea of Underwood. —1 a Slow. sl3T am A4.1 SEE DETAIL "A"^`/3ai-37.3 Rya aplte »t m Load era at zta pow Pm....t at .teen ►6ek .reeand m north aide of Fairmont Partway. BELOWC/o R 0 • q7R spabo f (1978 ad" off north aids of 9tn Po.o Pa+anaxSEE SHT. 45 0F 55 FOR y�yl_= want of may pare2 8 x 45 BENDS n POOL FAIRMONT PARK DELIVERY aadmwaenndaofFa4moatPertwq. STA. 29*84 D.OB 2- 8 X 900 BENDS POINT NB " NOTE'Ilar.taLitamad�.lCONTRACTOR SHALL CONTACT THE ENTEX UTILITY COORDINATING COUNMEB _sw Palo east of hanFosetim. CiS `\f \ of 4th CONC. -" PHONE 48 122]i567 or 1-60b26y6565 ADVANCE PRIOR TO OAKI30 Dl TN8 ARBA. 340.1i$ oop�m� � Ba �°°t � � an ��a o Fabmmu M 174% (lee adii 4 i t } - - - { f - # r .. H TAL CONTROL. - THZSZ PLANS WIME PRZPARED WIT$ TU DtR OF j L l` - -. :. -- _._.. -_ _. _--1 -_ _ -_.-- _-_-}+ _ - - ---- -+- -------r}•-- f... _ __ -}}— - -------- _---- --. __ -. _._. Asatai Dom, COORDIIIATZ SHOWN 1�t20N AM t4RFACL 4 +. - :} -1 - _ ..._ l } } t y+ } + Bit ON THI PLANS AM NOT STAB IN THS FIZLD. TIT ,LEN _. } }. } } : } 1 } AM FOR D OBBOR 'WORK WILL BE =ASOR® TM 4 N AT U RA G RO N D i t 1 PATI�'P ST TIM ACS4AL naTALLIZI LZN= As SPwv=. Z"E X GA PIPEL E AP OX DEPTH , - - --- - NOSiS �__.__..-- _._-.--- __- _ ._- _.-.}.__..._ _.___. _...- -- ; --_ _ -..' __.. -- _ + --_._ - __ _. __ __._-- ----__�--.._-_----.{-__. __-�_ - -- _ .__ - I. IACATRma saowN FOR Sx7s2'DtG O'STl1TDT5 At, PDT ARK } + 1 6.1 L : " } i ,• ! : } i } APPROXD&ATILT. CONTRACTOa SHALL CONTACT ALL fTlralET AND ++ $ /L 5 N. SW t `. } $ �1' > } PR p 8" WA ERLIVE { :.� I i ' , ' } 4' P1>lBt.ats COl/PANDIt. CONTRACTOR SHALL vsaDrT AND FLAG THE -. .. 5 ' } + - t LOCATIONS OF ALL UNDHEGROUND UTIIS'I'1ES AND PUMMIS PRIOR TO 5 _ _ _ —+-- -� - } } WORZING IN THE ARIA. was' } ` ; } t , ,. f i . TABLI 2-3 - STANDARD HCFCD NOTES FOR PLANS } !o_ t } -. a.. - _+ - {- r -- , i . .. -_ . 1. Harris County Flood Control District, Watershed Management Dapartmaat. - j L.F. ORE} a J CK —}STA 30Y94 TO 9If 4 } : : - i :6r' • • abal a notified u leant b bourn prior to construction 1713.684-40501. t + SEE NO E # }— — + - } (D f - } ' }. .. a f0 �_.� t shall submit letter to Harris County Flood red &CC Districts 09 } -- --�_---�--- .----_._..-'—___,__ ; - : end : — —+---� } + 38' .F 0 8" ATE 1.IN ENCASE f } war.atant Depar tment. rwa..tleg terpcctten atxptoea t , + , , team toertrcctad m serer cnrmq Flow Control Distri.t Rt; at-W'aF• } LEE V R 2 N E R it# IN W E I:DE Q TIE E L 0. 3 5 WALL , Peler w requesting tmpKetan w dr.fw•se right-of-way .Haler .....mew ` i } 1 seal be stated and flagged. �rG_- _ --- , - . ._ CA iNG -PIPE BORED 8 JACKED t — -__. _ _. _t t r 7}j _+-- .- i____. _ AN ..7WR. tEAL NDS } : • T .. j _i 3. contractor .ball be responsible for protecting, mamt.t°mg and 11 1i t ' botimlops drainage system». } PL CE } i } + }} : i 5 } 5 +_ - 4. Ali disturbed areas within the Harris Coast" Flood Control District right -a- } •--___-.--y-- .-'+_--•-_---.-.._. ---'t---"♦-..__--i- "' - .a--__ ♦ jj } a , 1 } i 1 : l 1 1 ♦ : } way, accept the cbamel bottom shall w hydro -mulch seeded u pe Herri- �� } } } } } , } t : �- r County Flood Control specification entitled 'Hydro-Mulcb Seedhtg• • r } 1 4 SCA�tE:tw 50'HORI $ aPwa..a.gn.L _ , $ - �_ a _ _ - -- - - -- - - .. t - •_ 1- - -.. ♦. -.-.. y - .. -. }. _-... * _... �-_ _- {... ., i - I a 5 t VI - Ii - - S. grater than 1 loos iun to the d.edti m the I ) }} E T. i + Lt undisturbed � m ne ♦ , } t { t --- -.--- }�..__._..._- .1._ L __--- ---. :.._--_L....___ :_ ' t _-- t 1 _ 6. Contractor shall be, reed for mNnta�tb. in eWmal dmiea ,tt teaa.wcewn and restoring to original 26+00 27 28 29 30+00 31 32 7• Ali excavated material to to b+ removed from the HCFCD right-of-vaF. No fill is to be placed within a designated flood plain area without tint obtabdat a fill permit. S. C mtractor, with ,the assistance of the Bogleeer if necessary, shall be responsible for obtaining all applicable City, County, State, and Federal .. permit.. 1 i t' --- MH In XIST.B`SAN.SWR. A+vic�wwv"'� 9-Z/155 3 fV PROP. 8 W.L. a u J w �- 0 J __- 3 c EXIST. 2r•E TEX PROP. 261 SLEEVE UNDER SAN.SWR. SEAL ENDS Q _ ( �I v3i xz lu y DETAIL "A" } : } } : r _ -a .«.. _., -.-.. 1. _ . _.. _._. -�- ._--� ..._.' — r. _ —1- ._..._-• __-}.. _. +... }..—•-..__.--;- _ _._�... __. �.— _ «. _.. .—a-_ _-"a-..._._ _ —r— -_ .. _. . ..__._ -. .. r. .... r.. ♦ .. -. . .. lass.__ .._. i. t ; • , ♦ 1 } { , a. « i . } - 8g }4 xz 14�44 4 r $ t , L : { ± : : } j } t y t. } y } r } 4 {j1 4 1 ♦ • • : , • : --t-__ _-}----- _. _..ij-___. - ... - -. _ �_.__- -_.-. _-.�---..._ -- ._ __._-«- easier T UIL ++ } } ♦ t t r + +8 1 a , i t DESIGNED BY. r�f - "•.,, LA PORTE AREA WATER AUTHORITY SHEET N0 34 DRAWN BY �%f. SURFACE WATER SUPPLY TRANSMISSION FACILITIES CHECKED BY. U.G_ qD fa, • ESPEY, HUSTON &ASSOCIATES, INC. LINE C law= Engineering & Environmental ConsultantsOF APPROVED ,BY : D. C. �t °Fc,sTra�° PLAN AND PROFILE 55 SHEETS Chore e Loco :on ol `v c Av DATE : 9-/Z 68 - . 26 + 00 TO WATER TANK FLE � 10790 10. REVISION BY DATE 888 West Belt Drive South Suite 200 Houston, Texas 77042 (713) 781-8800 H MW a !Y. a � � x w �z r x U ❑ U S Z� W Ir- aZ O ❑ 10 z 00 C) I et• ?' v oaaM k i 1 eq Y / M s c.P.c. aa.. aaa mow -9106 BMW taxed is at ; �_ q Rf q 6�V fXD.T f /��/ �•••� �y` r.elms� a °t W a —_ �_ NS1ON $ Q.Q Jd�' Q�e . �6 mAs am.rl.al 00 \o �I Moves o io PROPMdo soon in . (6" WATERLINE �''� /50 ORglly y`'�P�� yo.,.�.r Lyre ReM 19S3 m a�.a 08 UP � _ `'� Gf ESIWT ae �p��?`' 0 1+.�.1u xmmodom of On" cmere"�«ww"remas cay « 31 32 33 _��► P.C. STA. 35+ 35.70 `� - �J��*p� paOp4p e` / • 16AU 11M a4J .50+00 y 4pO I � C-11M bspebawe a dip ad Issued "t "M sip Yale easear "t1� to m , / E3255 ' 29 C Z 3s+00+ f Past!W aad em 1d6. (aas Gana as <� Z / _ i / ` T. ®. M. Oaa 1L79 am ail Z S27 ° \ � • O • -aatwd • 40099M ter In aaad taw aaaak.; s «: 6a 1n aw ..la.t vafiwmmmL Cfl� a / ' / ndow" -Air Me/ R _/ N27°25,56 �Q 3➢ar.sl3tama�i E32g56OO / / �7 �\ � f / 88 �` 363 ,3i 3 Md nspike set is e f r ro n 3Y powar Pea ven a! each litlt aan� 3g 88, aad m aash aide et Pabsaot Peehaq• am WAS am OW _ �5 / 3e J 361141-2 *m triad Wa wwo sat 9tk Power Pea wan "t Dq Pack Li. a O 0��/ = aed ® sent @Me at Fab==* Poba9• un am aw 36/-23-2 B/A� ad og Bay AM !!wi"rad Rediortb SW Of Pebseeks" + T— T r--,---,; t i a I t I _ 92L.F. 1' T I 1 I } f , i . } + , 33.A1d ryas 3ralAM� >M r>a M os; ELI CR SI - } f co12=sm i wags: Aa tsov�.' on Sa iLAML Aa MQF:TAaM A is Ma. 28lI t _ A1* loft Phi l�lf 0161. LllO4t �Ati a 1t 1M! OF TMj ♦, k * ♦ } ♦ ♦ ' 1 :. t jj4 ♦ R } 1 -. 1 i y .t t + Y • ♦ `.. , 9 NSLU V01R, 20--Y----i— i-__f t i _+._. 4,_ ._ __ _ - _ - PAfIY®�BYTa NV -.•AL MTA.Yr ____- i --«--- -^ _ — # + ---+ { -+-- - ; — — —r— - — AL GROUND D 1 — t-- f K X ! ♦ NATUH _ _._y } j - + _ t _ _ 1. L COLim NTRACM 1iiSi>'�� /1MD Alta i + + } _ { t + _- j. _ W r { 5 1 APWPPXRLMOXIM=• 'SALL 4C MiAM Aii. USK= AMI AM ♦ J : r . } i �t� ' t Y 1 i d> PROP!. 16" v ATERUNEi i X �Xa , tAGT31M tMr DIII�AND AM TO seA1y vuN _15- , « i t t . .. _. -r _ } -__. • _�. ♦ -. -.. _ _� a.- CONTRACTOR SHALL CONTACT THE ENTEE UTE.ITY COORDINATING COt1tQITBE A HOURS IN ADVANCE PRIOR TO INDEXING IN THE AREA. , , . .. i .. }.. ,. ,.. •. t .-,- _-_ ____ _+ 1 PHONE IStS�S6t Or 1-S00-tIS-eSlf 10 ._. . . t { : ; . • f f • , t ^ f � � 26 27 28 29 30+00 31 32 i 33 34 35+00 36 37 38 38+50 10' ESMT. CITY OF LA PORTE - 1 -- COUNTY CLERKS FILE NO.E639031(TRAC 4) �o \ le X 9O0 BEND 0 LO ID P.Q. STA. 39+33.58 Iq T ilLz iE 15 10 E3�y56O0 gAY AREA 13 EXTENg1O 46 44 1)10114 6I ESMT • - 004'04'W 1.47� \ BRUSH P.T. STA. 47+28.97 AN D 2 4T cP �° Off° 0 0 � 4 iiiOs ' P.1. STA. 47+33.97 NOS X00 Temp. Ai- gel 1. E _ I4alve MP1(',N O OD d' cn U FI SEE SHT.45 OF 55 FOR 25 TH STREET DELIVERY POINT CURVE NO. RADIUS DELTA ARC IC-2 gE ORDRIN CHORD 1367.18' 47020'41" 1129.73' NO3045'36"E 1097.86' C-3 1505.00' 30°3000' 801.15' N1201O'56"E 791.72' -------------------- ILT A5 ♦ I 1 i -®®e.7 38+50 39 40+00 -41 42 43 44 45+00 46 47 48 49 50 t 00 51 DESIGNED BY r-�c_. LA PORTE AREA WATER AUTHORITY SHEET NO 36 - DRAWN BY: C8G ES1( HlJSTO( ASSOCIATES IC. WATER SUPPLY TRANSMISSION FACILITIES IN CHECKED BY. D c • :. , a r. l LINE D .. Engineering & Environmental Consultants-- of 55 SHEETS APPROVED Br : D. G. a �` �,�'� PLAN AND PROFILE 1 c c</c. �.a. i - DATE : 9-?-Qf! STA. 26+00 TO WATER TANK AT 25TH STREET FEE N0 10790 No. REVISION BY DATE 888 West Belt Drive South Suite 200 Houston Texas 77042 (713) 7$1-8800 '�7-779 b P1 5COVERED '�VA S A/rB.M. disc BhW fund Nid0wa& ad X 16 TEE 2 . I w i� 44 OR E3255800 B H.C.F.C. � for r �m P lkw" at bof as idmd 6 "X 6" TEE 42" SA S W=_ D a . CABLE } a �j t slow.Sbmttlst 1 earn of FatemOtml. " � • L3T0 6 "6.V. a BOX i Q ✓�4 /� p.¢ o ao COPPER WELD ® 5 PROP• NV" W L * R.O.W. dint stamp" L1T0 Reear 1953 mid local" ou wP of Conewe wed r tM >--16"G.V. a BOX I ROD ND, 3161 s " /6 4. V O �a�% to B L D G. f O x w Comm of a Musa Concrete bridge an Mai" steer m the city " t0 X 16"REDUCER I e 3 Es f / ® 7 P.I. STA.!?' L SHING VALVE I = / E"ST R•0♦W. LINE ® B 5' I-16x9Oo m Pabot• lot concrete bridge mtt"aat of North wDm along Mail Street Se 2 a W Q N � I Elevation • IL602 11978 & 1 Fo S 1tZZ y Z / x x-----'--- x X z x Z BAY AREA BLVD EXTENSION _ ,�senchank -- bee of rhea for OI7 .e7i a I _ n J Z o -' i / x x COPP x ® �- Gilt9 >� garbage d� oat theewadmaat Comm of P • L d v v. _ . J DIRT , , • D R f •V E_ _ ROD N WELD .. , , 8•/ �. F•� 40,4 •9 { PatsaT and oM_Slgtwaf 146. Ww Y®ewa a BeedwaTl. N0. 3160 T. ®. Y. iQw. M" 09" of" to IBLDG. •_ DITCH � I-16"X9O®BEND •..I. 1 I '� PROP. 16" WATERLIN i >n 17 7+ 07.6 5 250 .- 4--L_ x ________ x x _-_.__ • ®� ®-- 13 o9 fa4sa t in Lt IRiP w of carw.e"d. awra._ STA. 1+ 00 I R. 0: W. x x ^' -- A -' xX-- x 9 I z C-1 era. 233T tlm+4•1wI --_ _ x x -- ® 10+00 it (EAST R.O.W. LINE) to I j Y to 3:0-04 RJR Wft out In mouth Aide of 2" Power Fds seat of weh ifth rtaet a I p 0 �( �„� cD EQUATION c 93.9 W and oa north mid. et Fdrmout Psekwa�. ' W i m a Z ¢ N11 "a .,. _r y P.I. STA. +JBA s BK. " Blau Ism tlm 04.1 I N G. O E3256000 Ri. STA. 8+5�FWD. I o 34"1-2 IMNOMfumeinama.ideaof9ehlees.pow West"a"Paw Mtl = m - I- z -r i red as eorh aide Fakeer Pa:kwaT• m� Im o Q Z 00 a01 o t3Z.3Z K) 0 W 'n w O F- a x } 2 MW% um (lm 841 W$ I CO W a 4' N tmuwnodm V ) of I Q 3 Z I I Sf lrwmo"t and Dh Ann Boulevard and m monk aide of Taitsrta. 34543-2 am spike out in sootmt die 0t 4th p"or Pain art of Mow. 1T." am 841 } ♦♦ a ._. .. 'Tj} t { 1 i # f AL' COiflROl• - T1 0 PLANg 103va Pll AM V= YS D� a j v AaI3At ? M t , I i. + sAmna smawr OM Tim PLANB AR= NW STA» 1i1 Tie Pia. TMW + I I AIX FOIL P173 LX11=3 3SWIA& IN GAIT- LATIM M LL = SIT VMS _ } t } sitt7fN. Pill= mm VIIi = F= 20 _ �—. Z1 _ ._ _-.-:--. +_ _ j -_ _. - -+ -: - PATM><if! ST Tu AC'i"CAJ.3NfTALim MCIMM AS fAlt== i t j } NATURAL GROUND } 1 4. 1 ` - , •� I } 1 I 1 F 1 n 1 ! 1 ; -; 4 y } + w APPIL030TiATQ.T• VWi.fiRV.VY SILAIi. �•.M.M•. A= AaM ••.®!•-LUAAM AM ISWATER * _ t + W ` } , + + ; 1. LocAT3 saowx 1108 81�6 GT>LiTlZSE i PR ^yR LINE. _ _�_.�— - - t -- _ _ { 15 — woRmra TBS ARC. -t - r- --+ - +-- ut { NN 7 } b etav M V . EX/ ST. i 4"sh .E GAS ♦ + 1 ; t } t + _: ♦ i . j CONTRACTOR SHALL CONTACT THE ENTER UTILITY COORDINATING COUMITTBB i i 48 HOURS IN ADVANCE PRIOR TO WORMING DI TIE AREA. �� . y { t PHONE s t tt7-lS6T or t-tOtF21 t S-mSmS t i 1 1 ,10 r i } T 4 ' 18' J01,NT + g. 50"i BOR a( BO + CENTERED ON a JACK OPEN CULT J CK OPEN Cp _ + _ W } AN. S R . S 5 : ` 21"SA{N SWR' , 44� , j { i 1 54"tAN, SWR. y f BORE 4 . ' f Ir CLR. (IMIN.) FILL CEMENT SAND WEEDED STEEL; CASING SEE SHT.48 FOR; ROADWAY CASING DETAIL ; I 2 3 4 5+00 6 7 8 9 10+00 II 12 13 13+50 v 4L R.O.W. �I p � o F LC) (0 BAY AREA TENSION 325sgOO s� 9Zi-�8 0 0 0 Q N P.C. y,� Q Q ti !n M _ PROP. 16" WATE INE -M} o. /d STA. 24+10:10 N 19 54 45 W 1006_94 - _ - n I-- W - - Z 5+ C-1 14 100 I6 17` IB S19054'45"E IB 1006.941 20+00 2 22 / 24 z {00 W � C.� J �� f C - 2 Z \ P.I. STA. 14+ 03.16 `�J e32SSs° 0 0 Dn r w `' E32SS800 �• � o _CO CID I CURVE 0.LTA RADIUS DEIN ARC BEARRING CHORD C-I 1688.801 18053'17" 556.73' N1002806'W 554.211 C-2 1367.18 47020'4I" I129.731 N03045361E 1097.86 , NATURAL GROUND, 15 , , ^�•t -"-POP--16" W RCINE ` ' 1 . } + i • { + « IQ• , - _ 5 ; I t _ _. - - — - - - 5 _ - _ _ ---- +- _.. i _ + T S�5 UIL + f I } i 4 + ; ' • + O yy I� • 13-k50 14 15+00 16 17 18 19 20+00 21 22 23 25+00 26 DESIGNED BY. �_ 9. c• „F LA PO R T E AREA WATER AUTHORITY SHEET No. 35 oRAwN BY. .6�• �••�`�• ES Y I-�UST ASSOCIATES, INC. SURFACE WATER SUPPLY TRANSMISSION FACILITIES .�I CHECKED By. a. c , DAB D. ' 19 ; / REVISED WG. LOCATION f ROM STA- HOO TO EOVAT/ON SM.9+OOBK 4627�? x = Engineering &Environmental Consultants LINED O• 55 SHEETS APPROVED BY: a.G. ,a" w PLAN AND PROFILE ADDED BASEL/NE E UAT/ N• REVISED CALLOUT-S. W.N•P. 6� -B9 ''�F��,� � � 5v��' c%. Q Z04w /a, o wc. �a:c, - ;_,? -�- STA. 1+00 TO STA. 26+00' 10790 NO. REVIS104 BY DAM °A� 9-/2-88 , 4<- 888 West Belt Drive South Suite 200 Houstom Texas 77042 (713) 781-8800 Fl�E � millm-SE W O 8. M. J O H106/BM02 H.C.F.C. braes disc stamped 6B106 HMO2' found is sidewalk of z 0 _ z 0 easttwund bridge for Fairmont Parkway at centerline of Big Island U o E 3261600 a s m Sloath (1st bridge west of Farrington). 00 to0 0) 0 t` M E3ev. ZOAS (1976 adij U') 3 C4 cD 0 04 C4 Z Control Monument - L170 (V _ i Win Z 00 00 Q C&GS disk stamped L170 Reset 1953 and located on top of concrete walk at the 0 F-- southeast corner of a small concrete bridge on Main Street in the City of Morgan Q(n Point. 1st concrete bridge aartbaest of North Wilson atang Main Street. F_ W Elevation = 16.602 (1978 adj.) Reference Benchmark a 0 z C-1189 C&GSS Disk soutbtrse est concrete sign be" of three posts for 10 WATERLINE ESM T. PROP. 10 WATERLINE Bayahorgn e Savings sip and located at the southwest comer of Fairmont W 16 " WAT E R LINE to J Parkway and old Highway 146, (also known as Broadway). . 28— 29 0Q0 32-- —536— 8e►. 14.79 (1978 ad,=26 N t t T. B. M. ------- — — —----QIi------------ ,-- — --- ___ --•— --- _-- -•- --. y� ... Q 34b15-1'p'eanedoatop eeatediaeof2nd'iypa'C'inlet soathofFairmont (� E X B S T L . E N T E X GAS — io Parkway on east B/C northbound frontage mad for Highway 146. S.W.B.T. CO. 15-4•• M.C.D. 1•— N. BOUND FRONTAGE — El".13.22(1978arlj4 Qe 348-16-1 ' caned on top centerline of 4th Type •C• inlet south of G ® ® ® ® ® SIGNo Gerdenwalk Drive on East B/C, northbound frontage road for Highway 146. • Mae. 12.63 (1978 adjj 348-17-3 It' caned on top centerline of bridge headwall. East headwall of REMOVE 6 REPLACE BARBED WIRE FENCE bridge for northbound frontage road for Highway 146 between McCabe PROVIDE TEMP. LIVESTOCK CONTROL Read and Wharton Weems. ELv. IS.IS (1978 adj.) 348-19-1 R/R spike set in west aide of 12th power pole south of McCabe Road HIGHWAY 146 and oo east aide of Highway 146. IEEE= • • y� a U _4 -_ -__ 27 2 ° in in rn ?E a to N 1D n t0 1600 z -39 — 40+00 E,r/ST 30"Sf�• Slow- .......... !TT!'7�1f'!t!R9TT�•r99r�� 8tJ1��8—lnl��■•�M8��8��8�� ; ,. .,:. . :, ..: � ��/jsi3�te�leJi'ffG4�1�/�I1C1�1•� �8:118d;kd�:<cy:F::�O<�� ■l�M�� ••• ... i��• ��1 J��I�M�� , .: :, sass ,.: :,sass.«. ,�.. _�.��.�...� ��.��i�a•�aw�esaiiiluG�wa�•a�eaasaaaa.i� ��ae get��= �� ,..r :- ... 1 • r- Ito 0 to (0 ryl 04 _lelr . sass 1408 .0-0 I, r PRIVATE UTILITY LINES SHOWN sass Houston Lighting & Power Co. (Approval only for crossing underground ducthnes, unless noted. Valid to OPe Year Onty) fit,esterr` Bell TilePhone Co ✓ EMex,Incorporated Others Others — S.W. B.T. CO. 15-4" M.C.D. "�....._ $_ tJ4C N. BOUND FRONTAGE l 0 50+00IM _ V Ark F—• SIGN •C 0 REMOVE a REPLACE BARBED WIRE FENCE PROVIDE TEMP. LIVESTOCK CONTROL PLEASE CONTACT ALL CONCERNED ��8s•��s� �� r 'ilM��l.,!�=:11��•/ ��tq�l�Fl■1/1!� t_ ��t—�_�_--_�_�_�_�_t_!_�_�_�__��_ram-��■�•��t•tT!•� �� ®sz_�� ■ ��.i•rl•if.14�ecal�l�av�lr•u� �s�i.�i� gi_s��M�•a� �MEE ��il�it_�� Zi ��g�gi—��gi•�� C�ei.\■ ii�Lia1•_fa1-1�I LA PORTE AREA WATER AUTHORITY MA%W 1w: J_ F_ SURFACE WATER SUPPLY TRANSMISSION FACILITIES _-. CHECKED ..Engineering & Environmental Consultants OF 55 SHEETSHIGHWAY 146 APPROVED ey : D.C. PLAN AND PROFILE -IIIIIIIIIIIIIIIIII, 1 ... TO • • • • } m 0 41 N a a LU m w z I i - ao � t!f W i i C1 z w- o >_a QQ ¢� o Z W o ow - F m CO3 c v z ¢o o z Izg x a FE 00 t a ^ M, oaa°; r 0 o 6d 6oG Z O m L0 Q 0 z -51 �'7 = SG -- U QC G i- W J z m O In 2 O WTI LP ~ O M � U 1— 65+00 Z J U (� Q oI I 130' U L T I M T E R.O. W. B1o6/BYOz H.0 F.C. brass disc stamped 'B106 BMO2' found m sidewalk of J TREES eastbound Lrldge for Fairmont Parkway at centerline of Big Isl-d Slouth (let bridge west of Farrington). 1 0 m m I I E '� 26\ 400 Q Maw.zo ba 11973 edJJ m N { / ; m 0 I O C&GSS disk sControl taamped LI 0 Reset 19S3 and located on top of concrete walk a the 1l✓rJ / / -� 0 southeast career of a small concrete bridge on Main Street in the City of Matgam, + Point, let concrete bridge northeast of North Wilson along Main Street. E'5+00 WATERLINE ESMT. % / \ / / JJ � -----_ V M — — — — _ n ti: . Q Elevation = 16.602 (1978 adj.) 16"WATER LINE PROP. 10" WATERLINE �" '-"-�� a (� Reference Benchmark c C-1199 C&GS Disk on southwest concrete sign base of three posts for —58 59 N 60+00 --61 Z yekore — — — — % — Ba Savingseay located at the southwest corder of Fairmont 2 Parkway and old Highway 146, (also known es BnWisayl. .-- --- •— — - . — . _- — --®-- — -- — _ _ _ N >n...1�79 uv7g era STL. E N T E R G A S t S.W.B.T. CO. M.c D. _ T.B.M. N. B 0 W N D FRONTAGE STA. 5 9 -d- 4 T — L1J 348-15-1 "0" carved on top centerline of 2nd Type •C• inlet a th of Fairmont northboundro BRIDGE \ STQ �02 t00 Z Parkway on east B/C northbound frontage ad for Highway 146. AIRz TEMP. ,q /Ip J More. 13.2Z (1978 adj.) to REL. A VE !c 1 e ", A O REMOVE a REPLACE BARBED WIRE FENCE PROVIDE TEMP. LIVESTOCK CONTROL HIGHWAY 146 Z m REMOVE a REPLACE BARBED WIRE FENCE Q -m W � W J PROVIDE TEMP. LIVESTOCK CONTROL � roc W In r J > of 40 > ~ 00 2 E 326\ 2 s� 00 "'■m��Gax-dmw&Lk Drive on East B/C, northbound frontage mad for Highway Blow.146. • • • carved .. .... walL East headwalli of �ci.�aes�rc ew r.-��asa��assssaees—s��g•t 71g��1��1.�■t17` I—�� « a — —1, 11 ..—mil i---��--- . . .. • .:.. ... . . .., ...:. . :.: .,.: bridge for northbound frontage mod for Highway 146 between McCabe Road and Wharton Weems. 3"-19-1 R/R spike set in west side of IZth power pole south of McCabe Road and On east side of Highway 146. im ....... .:.:. : s E � /At 11 �. � �/�\ IIQII!•//tea. . A\7an mom m'1' III■tom.. / 1�\ 1�1 ■� • "Ifm NEEMEM momOEM . . •. . 1—i // l!■ J11 tom. • ii1�11 Al i'7t�. ... 1 \7111�irimlL� t .. ..ME _.,.. . OUf� 1111II� IEMEME _ .. 1WE !i111111114iillml1luaiEMEMEME ® .. it ;A,J;I•;��: Ul�•1 111t,��lderF7lC1 .... .... .,. P' • 1 10 • TREES 10 . WATERLINE ESM , T. TREES TREES I` 46 HOURS INO ADVANCE PRIOR TO WORKTHE IN 7 AREA. A ® PROP.10 WATERLINE Ea`� EAST R. W. PHONE •227is67or1-/00-24"545 16 " WATER LINE It1 `Z' Y pt. I LINE Q _666 68 _ 69 70+00 N —72 5 Q B" ENTER GAS S. .8 T ----Q4- ---- ----- — -- ----- — ---- ----- u-- - — LIj II EX 9 STL. ENTEX GAS S.W. B.T.00.15-4"M.C.D. I I -G&L. F. BORE,8 JACK 0 N. BOUND FRONTAGE "%�Wo: PROP. 6• WATERLINE X2 0 © -. y�? STA. 70*1`1 � SIGN TEMP Ali? II REL. VALVE - , Q LEI 2 CHAh/6E 91H, -Zmw IV > . /9' PCv/� EN7Bx OF.—ser 0--sc. A OGATE /O'GV. L. FW01rE 1-/7-T/1V6.5 NO. REVISION By DATE DESIGNED ey: C.B.C. DRAM ey : J- F. CHECKED ey : D. C. 3 APPROVED ey : D.C.? DATE : 6- 14 - 88 46270 HIGHWAY 146 • i• :� i • l• iva 1 ilii•iL4•'fe111.1.1 •J'1 L•i•Jil k•7�� :�.(Ht\'/.V U1t�•1 )�.1`�1•�I�t I•rS •�1 f,Y 0,411y11/teje)� •• '� sm �i�il■�il�imli—Tii MME i .... ". m� HUSTON ' ASSOCIATES Engineering & Environmental Consultants 888 West Belt Drive South Suite 200 Houston, Texas 77042 (713) 781-8800 A 5 onse8UIL T 3-12-9 - -- _ _ -- -- - 10 74 75+00 75+50 LA PORTE AREA WATER AUTHORITY SURFACE WATER SUPPLY TRANSMISSION FACILITIES HIGHWAY 146 PLAN AND PROFILE STA. 50+50 TO STA.75+50 SHEET NO. 39 OF 55 SHEETS F-E NO- 10790 37-/ 7q: C Lr, 4 Lr Q F- W J U cQ G HIGHWAY 146 sassssmaaNl� �61• 8. M. B106/BM0Z H.C.F.C. brow disc stamped 'BI06 BMOZ' found in sidewalk of eastbound bridge for Fairmont Parkway at centerline of Big Island Sleuth (1st bridge meet of Farrington). Elow. 20.68 (1978 adw Control Momtment - L170 C&GS disk stamped L170 Reset 19S3 and located on top of concrete walk at the southeast corner of a small concrete bridge on Main Street in the City of Morgans Point, 1st concrete bridge northeast of North Wilson along Main Street. Elevation = 16.60Z (1978 ad).) Reference Benchmark C-1189 C&GS Disk on southwest concrete sign bees of three pasts for Bayshae Savings sign and located at the southwest comer of Fairmont Parkway sad dd Highway 14(, Won known as Broadway). Klee. 14.79 (1978 a4j T. B. M. 346-19-1 carved on top centerline of Zed Type "C' inlet south of Fairmont Parkway on east SIC northbound frontage road for Highway 146. Elow. 13.0 (1973 adya 34&-16-1 "O " caned on top centerline of 4th Type 'C' inlet south of Gardaswaik Drive on East BIC, northbound frontage road for Highway fah. 93m. IL63 (1978 a4 P 346-17-3 " O " caned on top centerline of bridge headway. East headwal of bridge for northbound frontage road for Highway 146 between McCabe Road and Wharton Weems. Blew. 15.13 (1978 adj.) 346-19-1 R/R spike art is west side Of 12th power pole south of McCabe Road and on east side of Highway 146. Slow. 7.96 (1978 adiJ HORIZONTAL CONTROL - TEM PLANS WERE PREPARED WITH THE USE OF AERIAL SURVEY TECKN1QVM . COORDINATE SHOWN MM20M ARE SURFACE. HA$QM= SHOWN ON THE PLANS ARE NOT STAMM IN THE MD. TRZY 10 AM FOR PIPE L NQTH ESTIMATION ONLY. LAYOUT SHALL BE BY THE RVSRMNCE DI»ONS SHOWN. PRISM WORE; WILL BE MEASURED FOR PAYMENT BY TBE ACTUAL INSTALLED LENGTH AS SPSfEPIED. NOTE I. LOCAT v= SHOWN FOR z=rn N0 UTIIIrM AND PnwJ N= ARE APPROXIMATELY. CONTRACTOR SHALL CONTACT ALL IITISIY AND PIPELINE COMPAMML CONTRACTOR SHALL VERITY AND FLAG THR S LOCATIONS OF ALL UNDERORODND UTIISIDSS AND PIPELINES PRIOR TO WOREINO IN THE AREA. NO'IEs CONTRACTOR SHALL CONTACT THE ENTEX UTILITY COORDINATING COMMITTEE 44 HOURS IN ADVANCE PRIOR TO WORIMO IN THE AREA. n PHONE 12Z3-6567 or 1-6004454545 B. . W . _ B106/BM02 H.C.F.C. brass disc stamped 8306 BMO2 found in sidewalk of i..- eastbound bridge for Fairmont Parkway at centerline of Big Is'— "H" d W W SEE SHT.46 OF55 FOR SHOREACRES DELIVERY POINT sloatb(IstbridgewestofFarringtool. till `2 a BIOS.20.6E(1978 asgJ C W W entro!Mannment L 170 �----�/ / ChGS disk stamped L370 Reset 1953 and located on tap of coaQete walk at the mO SHORE RES CITY LIMITS 3 / southeast Cosner of a small cancer• bride en Mala Strest m the Ciq of Moz♦aan lilt.r_ � NN 672 600 3 g Point, 1st sunsets!side a 1t of Namth Wilson n t Mdn Street. -4- Elevation• 16.602(1978 adt.l Aaf Disk Baoehmark (J) 10 ' BAYSHORE M.U.D. EASE ENT 108+4E.7S C-1189 c&G5 on southwest concern sign base of three pose for FORCE MAIN Baysparkway and old Highway 146,(also known es Breadwgl. _ bore Savings sign and located at the southwest corner of Fair nest Q —__ — — — — — — — — — —/ — — OT —' .=9 x x Eiss. 14.79(1978 adlJ itla�n0_ i —��02 _— IO SHOREACRES EASEMENT T.B.M. 105100_ -- - - 106 - - - _ . _ _^ ° I 34&-15-1 'O' caned en top eentadiae of 2nd Type 'C' inlet swath of Fairmmt o 4 i Z l0 LA PORTE WATER AUTHORITY EAS MENT 4OTANK TOWER Parkway an east B/C northbo nd frontage road for Highway 146. _ PROP. 6 " WATERLINE 38 L.F. BOR 8► JACK p t x Elm 13.22(1978201.1 N M J F " STA. 108 t q TO W ° ° 318-16.1 " O • Caned on top centerline of 4th Type "C" inlet south of . 55 O /Q8t 89 Q CONC 146. Gardenwalk Drive on East B/C, northbound frontage road for Highway > O r (p ,� y� O O J �' O r —z x ESOr. 12.63(19'm a I 348-17-3 " Caned on top centerline of bridge hatlwaLL. Ent headwall of tO (D Road and Wharton Weems. ' N a ) bridge for northbound frontage road for Highway 146 between McCabe , Q W N) Q m W M 81rs. 1518(1978 ad1J 348.19-1 R/R spike set in west side of 12th power Pole south of McCabe Road oJ I!I��ucUa, k CONC. % and on east side of Highway 146. xs X -- - _-- -. — -_. __._... _ _._ - HORIZONTAL CONTROL - THESE PLANS WSRB PREPARED WITH THE USE OF l _ _ -4----.- --_ _ AERIAL SURVEY TECHNIQUES. COORDINATE SHOWN HEREON ARE SURFACE. r �`'" — - __ _ ARE BASE£OR PIPE LENGTH ESTIMATION ONLY. LAYOUT SHALL BED. THEY BY THE -I II 10 - - REFERENCE DDIMSIONS SHOWN. PnnMJ Z WORE: WILL BE MEASURED FOR ' 'y" _. _ --- _ — _.-- _ -... ___ _ __- .- _._ -_ .- -- - -- - _._ _— — -- -.-. -_- PAYMENT BY THE ACTUAL INSTALLED LENGTH AS SPECIFIED. -- -- _._— - - _ -- _- - --- -- -...L_- J-. . a - - -- - _.. _ NOTES r - ___ _ -.. .-- 1. LOCANS SHOWNK „, Z - _ __-- _. - .. APPROXIMATELY. CONTRACTOR SSAIL CONTACT ALL IIs=I AND -- -- -- _ - __ ---I--f-----f-----f- PIDA.DB COOP ALL U. ERGROUND O CONTRACTOR CRASS vasi AND FLAG TEE PUMMU EB PRIDA TO -b" "" ., 5 _ WORE IN THE�ARE�A. �� U Q — _ - NOTE, w __ _ _ - — - - - CONTRACTOR SHALL CONTACT THE ENTER UTLLfl'Y COORDINATING COMmrrTEE g k y ._ -- -- — - —"" — - 4S HOURS IN ADVANCE PRIOR TO WORXMG M THE AREA. ¢ 4 .._ -- -- - ---l------4----l-----4------I---- - - -_ ------ ------ 0 PHONE 1223-1561 or 1-600-245.4545 _ _ _ 0 0 -5 - - - - .-J - ii - - - - - - - - 99 100+00 101 102 103 104 105 106 107 108 - - - - - - - - -----------------.------- -- ------- - ---- ------ --- 1r� iEUT'.LI ;Y1-I ES St 'rd'g I O L o W Ey �+ Q U W 4' E-� n r r _ - _ :4 __4 _ _____ _ _ _ _ _ ' Lik 1fJ4 _______ I ii ___lil :___ IItfT _ ___x � r - - -- I I. A ± 1 _ _ _ -- _ _ _ * __ . _ _-__ _ _ _ _ _ 1T . _ _ _ _ _ _ _ II 3 - 12 - 91 * 0 DESIGNED BY : c. 8.of �P, tOF LA PO RTE T E AREA WATER AUTHORITY SHEET No. 41 Q ^ ^ � � r DRAIN � 1/ c ES UST OC /'1SS I/`\TES� Ice. SURFACE WATER SUPPLY TRANSMISSION FACILITIES . CHECKED BY . • c. / HIGHWAY 146 D APPROVED BY : . c. 4�� _.A Engineering & Environmental Consultants PLAN AND PROFILE OF �s SHEETS r�o ,u NO. REVISION BY oA?E DATE : 7- z/-88 888 West Belt Drive,South Suite 200 Houston, Texas 77042 (713) 781-8800 STA. 99-1-00 TO STA. 108-4-42.75 FLE No. 10790 .7I193 r , m p Max8" TEE / r / � N675000 B.M. �2O� �IV�� 80 x 22 V2°BEND o 9 ii.CS.c. bztr disc stamped •9106 9ltor totes in t Big ut of O? 1 O e beiiy" toe Fdrmnm Pnttow. at cant of B Iallaad IO m O 3 &' Slooth t1st SMgs west of Farrmgtm. �, > F-' 4 0� IO"x 60REDUCER m TREES (O o st.�tabt1191't.�J �Q 8"GeV. a BOX W TREES Comtrd -4.170 o Q VG to N C&GS L170 Rant 1953 and located on top of concrete wWl at the 3Q ' .V. a BOX w m O tt7tltbom Comm of aimed ccneete bridge on Main Stint m the Cit-v of Mesa s w ft/ �i t' Pofat, lit concrete bridal t>orthaaat of Nn Wilson a11m0 Main 5tint c Z t 72+4o6/ n M — Elasaticn• 16.602 (1971 d PROP. 8 W TERLINE — R�eaeas�emcee Q C-l119 C&GS Disk on soankwaat concrete sign base of thin oosm for O a, 6awfaw age aed located et the icothwen career of Fairmont M E CABE ROAD B I Parkway od old Sykw.T 146. (alas known as Beeedwan. 0 U) EX 2 STI. Q Q 12 mwm 14.79 (1971adi.l ENTER GA - M 3 4 5+OO 6 7 6 9 I +OO I I ti. M 73+31.15 -"' • Z STA. i �� .. 12"WATER — - - — - Z Fnd abe and spike In northeast side of pour pole at southwest corner jul� J McCabe sod OM Highway 146. / Q Z TEMP. A/R 393-15-1 Railroad spike set to aanbsast aide of power pole oorwwesu S �� / O F REL. VALVE _3aa-lti-1- Hoed an caned on arc centerline of gpntage type c Road Ht Ighway 146.McCabe J Q r � Oti��na � TREES v ;7 � ��ii� / REL. VAGVE70� T MP A/R ed N674500 R / � M Q CABE -ROAD 3� - -- - HONZWWAL CONSa01. - T8ffi PLANE S MWAM V=TU Un CW -- — AWAL EDavnr TaC uss. COOR Acs SHOWN HQn AHs SMWA 1• - -- _- -- --. _ .. _- __. - - --__ - .. .. ....__ -HI LET] ___ _ - - - --- -- -- 10 PWZ LimfoTh **STW N ONLY. LA OUT =AtAuF 23 BY 'n 10 - _. — _ - ItT annwCZ D Nis SHOWN. P nnIZ w7IZ WHi bN MZASDAIm FOa — - — PAYvsfrr sY Tl s AcrDAL utsrwusa Lnfara As . ... __ _ _ -_ _ __p . ..t - -._ _ -._ --. __._ __ - — _ - — - -- -- -- -- - - - _._. __ -_ _._ __. ---- .. _ __. _. _ _ _ - ___ LOCATIONS SHOWN FOR Eainut6 UTUZTS8 AND PiPSLDi88 AAZ Z -.._ . ___-- ---- -- _ __. . -_.. ___... _-- - _ _- _- -_ - -. ___ _ _ _- _. _ _ _._ ..... APPAO7m1ATELY. CONTRAC1Oa SSALL CONTACT ALL iTTH.TlY AND �n ) — PWUJNE COMPANDts. CONTRACTOR saga vsswY ANDfi s. :e T c — — —a , _ -- aaonNDoza:r>ssANnPBEt�E6moosro - -... -- WORUNG IN THE AREA. LOCATIONS OP ALL 77NDEA ix -m O - - - - - - _- w =fir.-�. - - -. _- _ _ TADLS 2-3-BTAMDAAD 8CPCD NOTES FOA PLANS d ≥ t } 0 - __. -- - _.-. -_ _ -- - ---- --- --- - _. - __ --_. -- - -__ ___. - -__ -_-_ __ - _ -.__ _---- -- -- -- -.. _.- - - - - - - _- - -_ - 0 1. Harris Coaay flood Coastal DI , Wateried m " 3- ``' " , m - _.._ - _._ .__. _ .-.._- _-__ .-_ -___ - _-._. _ .___ _— _. _._.___ _.._ _-_- - -_ __ -_. _. _ - __._ _ —_ -_ ._._ _ - as"be aertHed at hwat 4e hoers to eeaanaedon O13-6tt4-WSSI. __ - __.... _._. --. _- --- - —_ -_ _. _ —. - _._-- —.. ._.. __ ._ -- - -- - — - .__ - -- -- - .._- - _ a. thee ahaE aattatn Moir m Zama Gay FS Coated DWAeq F m . - _. ._-_ _ -_._.. _ - -- -.. __ _.._ ---_ ....--._ -_ —__ . __...- --- -- ---------i--_ __—_ ___ _. .. _ _ _— _ __ -.—.. __.._..... __. - --.- __ _. _-... __ - _.— -_ Watershed Dapertne5.se�rtiagbepaetim eaeapmaaaf Itma eoonYaatM ht Hob Cmty Flood Coateri Dk+Met RAO*-Od-Wq. O uP7 r _ _ _ _ __ __ _.. .- _-. - -. ._._ - _-- -- -- - - - _.. _. -_ _ ___ _.. _-__ -_ __ --._ -.- --- -- _.. .. . ---- - - -_-_.. ---_- _-, --- ;-- --- — - _.- - --- ----- -- - Prly to rpaaatbS baFeotW. the berme sJ�o!-wef asterTI ersern _.._-: .. _ - --- ------ - _.-- -- - - -- - - - - — - - — — _ _ _ __ —_ Well be atilt"sad Hirai .- ___. _. _ _.. _.. _. _—__ __ __ -..__ -_—_.. ._ .. -- _ --- -- --- --.- - ---- - - - - -- t - - --- - -.. - _ - --- — - _ _. ._.-_ __. 3. Caatraetar .heH w > ,err pranetiq. m.mtideS atl raneio. . --- - - _.-_ _._._ _-- ----- - -._ _ _..-.f----- ----.......-1-----. . . - - -------f--H------H--- --- -------I-- - -. - .. _. _ __.__. _...- - - -----$--------- •-- ------ - - backskism arakt.a .Tone... _ 5 ._ m � ,; _ 4. wII disnwWd .m steam rm Heed caime>r Food Connot Dbrriee a ,, __ _. .._ - --__. ____ _.. _- -_ _-.—.. -.--- -. ----- -- - ------ --. ---- --- --t---_--- _..—_ ... __ _ - -- -- ---- - - -_ -. __. __ _..- - - .-- ----- --- --- -- --- --__ -- a", Atha bottom. ahaa be hy�••m as H ..Hued 'H -- _ ---- -- -----. ..- -t-- - .p�w..4. - S. BackaD to M mmpeetad m on prastr [0® 1 toot S!n to tet dudtF at 1 +00 2 3 4 5+00 6 7 8 9 10+00 11 12 13• 6. Contractor ahsl be nopmeible far a-I-i- h- flow In ehemal derbS O O MO81L HOME C and --•. aASbdo . Z 1 Q DECK N m Z 7. AlL atcavated material is to be remand from the HCFCD right-of-way. No > 't c0 J O filb to 6ap4.ced wittda a daaipatad flood Plato ana.itkmt first obnl-_ N N J N675000 M M /1 a WALL w y r C . J0 �or�t 0 w w 3 O m S. Contract , with the Wstaxa of the Sngbeer it necessry,a ohon bet 0 WALL r CONCRETE {} © Q f + firer a° tar °bta/°n6 all appli'- City. County, State, affi Padaeal + TREES I I TREES iL 0 ' SLAB in It ) C0 O O WALL N I LMEU1ILITYLINEWN_1 H_ _ _PROP. 8 " WAERLIME D- Q LA PORTE MON. No.61 Houston Lighting h Power Co.(Approval only ROAD 1931 COPPERWELD IN 4"P.V.C. torcrossingundergr ddicN4isi.adaaiwbd. M_c CABE 15.36W IAValidr^•ru V- VsW nly' 14 15+OO 16 17 18 19 2O+OO 21 22 23 24 A 5+OO Z _ Z D -� Enna. ohntre Co — 12"WATER E �tfL.F. BORE 0 � "' `'� Z = TREES , TREE S i TREES a BACK ST J < V I I 1 55 DRAINAGE . 598 20 L.F. BORE a JACK , t 2 + 7/ TO 24+8 a V y Z s I VOL. 4674 ,PG. 598 STA• 28 * 25 TO \ Of"`S / TREES Q 1 a ---" --------- Q o � I I 23 X45 � \ Q 1 �r—cai 0 130 ULTIMATE a a rc� fir? CURB m a? STA. 1'4 65, Noce. F .. 0 - " e T ere • • eerna W r... ere• a o " .'.. m N 674 8 0 0 OM t, O I R.O.W. .0.W' 3 J a7 O a XI 'i H a CONTRACTOR SHALL CONTACT TIM ENTEx VTV lYT COOADINATING COMMITTEE a F a a_ a_ PRONE a113�567 or i-/00-14S�545 arc H.C. r.�. D. Hi04-00-00 m ono u,- e TEMP A/R asow s" Dy y�..__To _es -.wTA _ . I M9 CABE ROAD REL. VALVE O z Fr 22 = D._ MAT Rt - T VEME T cA• t 10 -- _ - — l0 r e a a vN 5 1 f N _. — _ -__ AeslstantCoun v 9 _ --TEE - R �� -- _ __ - ---- - : - _ -- -- - - - --- --- _ I2 _ - --- - - __ Dale 5 t _ — —_ — _ _ 5 — _ - - -- - -- -- -- - _ Water & Sanitary Sewer Lines Arte . as to to _ - — - - - ca ion ___ ___ ___ ___ ___ ___ ___ ___ ___ -___ - --- -.--- -- --.-I------- -- - .-! ---------- Lo t' On v 1 PROtot 1 tad[ ,-" . Z1�Gt is + — — — — — — — The Above Auih — — — — — — — Only - 0 IIliIIli__ __ -- L ___TEE . GA __ __ __ - __ __ __ __ - _ __ 1H__ _iiii - -- __ T1 __ AS BUILT — — — — — 13 14 15+ 16 17 18 19 20 +00 21 22 23 24 25+ 00 25+ 50 DEsm,e sY : C.B .C. r LA PORTE AREA WATER AUTHORITY SHEET NOm 42 _ ,. , . � . _._ DRAWN eY : J•C• n , .__... ..�'�..:�. ` ESPEY� t 1 � ST® � ASS®CIATES' I (OIC, SURFACE WATER SUPPLY TRANSMISSION FACILITIES ' CHECKED 8Y . D•C• DAIF D .. M C CABE ROAD APPROVED err : DC ��F'y PF��'� Engineering & Environmental Consultants of 55 SHEETS RELOCATE /p INL. ' CHAn/6E F/TT/N6S c.ac tj IIez- ct3t PLAN AND PROFILE AODeD 55 DRA/N.46e ESMT /NFORM.cr/O,./ c.B• c. DATE : 7- 14 - 88 ttt��" STQ. I + OO TO STA. 25 + 50 El-E NO 10790 NO. REVISION BY D14TE 888 West Belt Drive South Suite 200 Houston, Texas 77042 (713) 781-8800 37-/743 1 5 0 O a LO MOBIL LO HOMES 6 a, N H -o- -0 WALL a ❑ a N675000 w o Z 26 27 28 O TREES 0 Q > m CLx U N o rr) K!- W IL = W a mo Em ❑ 0 MOBIL HOMES' WAL I !� ��■ �� ffl•fffffflfffff�� fffff� MEMEMEME ME MEE EMMMMMM MEMEME FZMJL TMSr pwam wom mm JIM mum= res. NoTIES I. LOCAT11HES. • UT== AJW - r .• . a WORKING IN THE AREA Z — 'H S id ! s 8 = afi LL m O " WALL H " J —� LL ; 7. AS Is tOMMEatim and wo w�i..a how aw cPCD .t[bM4..P No �) u Z * ' H H < J 3 '"'" ! { I > L N M plawd w tWn a dedp at" Good plain area .iffinut Hest -bleating E X 2" P L A, E E X A S iu+ T R E E S H r- m m _ � ��..JJ pasaM. T > y HIMF- m W m /'� b Camro�, s!v tM aadstaDea of the H aso;wsuyr ir/. be -0- — Z TREES ( 1J7 CD - - - _ _ z � O '(il W i 4 � f � _7 O t•. .0 �tlaahie Cus. aomq. seises am f rsi HOW CUItV. Be•� /• IW O C __ :� �. PR P.WATERLI E PIPE � � � � 6�� SAN SWR 6` SAN. SWR. ./ S WR. POST —G --o - I- Q \ - N—C-2rrWATER a POSTS y 6" WATER _OF '—L = .0 �� M& ABE p ROAD v+az.sl 'v p �Y d' --- m - --- ----- er of %� cc . 40 +00 al W I HOWL. CULV. PIPE IL t0 N ~ liJ EX-2 PLA.ENTEX GAS _i W o� Q Z PROP. 8" WATERLINE o 3 3 a Z 12° WATER -O-=� J N675cn 000 --- tJI a Q; 3 H °f — -- _ — y e O �' 3x w Z E326500 a3 EX 4r .STL. Eto LATE IIIGAS m vV. T� a HOUSE 3w F °AO $ �pJ a o Z 8" WATER e} - \ N :p N ya_ m y J • 10° SAN. SWR. 8 WATER r- �12 SAN. SWR. -1 �- J g �� \ WP�E MATCH LINE3 STA. 42-1-50 ASPHALT ( K co a ZI I IU- Houston LeMing 6 Power Co (Approval only for crossing ur<"[ra d„r' e. _ Year OnIy� I Sout n 801 T CoT�CoT ��p a�W Entes.Incorporated j Others � R � omen a° EME F� Y ...-- - Q >< b O A I K I Q C A B E ROAD H LJ_ 1 I I H z H NOTE, N a m ( m ' O y I 7 HOUSE u HOURS IN ADVANCCONTRACTOR SHALLE PRIOR TNTACrO WORKING IN ENTER HE AREA. COORDINATING COMtQiTEE ; S PHONE e2Z5-e56! or 1-100.245iS45 4 3 N c % W —, BROADWAY LOOP 410 — OLD HWY. 146 { + - - _ 1 N. t r i $ r i ; 1 • 1 • . ... '.. - ENEM IMEM • i '/tM l!'IY •)" 11: e• i71111 J..1001 Fwa • I = • tS_ �. G q � rati•el ��isiliii I _ iffr� �I��®'�i li��i1� .rat�� -� �� • �� _�� ., ; ;...�� 660, WJA A' • �� .I i' ��%��ia�i��i ��[��i?��i.-�.-a:xrTr1��•raf�►i, �1�-��Ic•�•rwl� - i�'i �� • i[IN10[ tr••= MEN ME 0 1 ' f!R1711'. 0 0 0 0 kv • fffff� �� ffffff•fffff�� •� �_�� fffff��fffff��fffff� - In NMI TiLeLl • 'i+, , i DRAWW BY:. SURFACE WATER SUPPLY TRANSMISSION FACILITIES Deselm By: C.B.C. LA PORTE AREA WATER AUTHORITY I SHEET NO. 43 e. • hINC6: :-.... ..PLAN AND PROFILE OF 55 SHEETS - P-drM11111 APPROVED By : D.C. 37-i793 M I Am A i O v h O Z x T PROP. 8" WATERLINE Cf) EX 4" STL. ENTE% S J 12"SAN.SWR. )"WATER = = z CD W Q W > 0 'V 0 a = CL BROAD WAY LOOP 410 (OLD HWY 146)cn 49+50 50+00 51 STA.X 54*8! B 90a BEND 6TA. &0+Z9 18"X 22 1/20BEND MATCH LINE ST 18 R.C, P, x P.I .59+ 93.96 I ' ,st INLET 11 0 ® N674000 v BLDG. rPAV _ Hl EfaC.F.G. bras for Feiro mt P isc stanspeo 106 BMu2e !rhos of H din sidearaik ot W z i II Sbenk!1st west o! F �a 0 I BLDG. �N' Q ®BLDG. BLDG. BLDG. (D �O to.6e(1v�H+dW anrteetaot. x x MATCH LINE STA . 5 3 + 00 F LL Cosad k/o®mt • L17o ----_ -�- I PAVED I EX 2" STL. N } x x x ENTER SAS w + C&GS dish staepod 1.170 Reset 1953 and looted m top of concrete waft at the -- -- M J i xd --- O 0) t cons! of a satoll concrete brides m !lain Street to the Cttr of Mass LO SAN . M.H uZS.AN. SWR I .63M ® --C }-- Polnt. lot concrete bridge northeast of North Wilton alone Main 5beet. 8 SAN. SWR. STA. 5 + t 5' ROP. S WATERLINE j 3 t AWL.F, BORE JACK E�t�' 16.602(1978 adj.) 8"X 17 &j z --j NO CASING. A 57+80 Q Raises= H.ammsra 1942 8"WATERN3 ~ 5 - —56 C-Ilq CiGS OLk oa aoatkwot comets ttp base of tlsrea ports for Ir U) I®® H P.2.53+61.21 i 7(O •C. 18"R.C. 5' Hayetsw Sabep sip am bested u the sasthwest comer of Fai:mmt 1 x Parkway and old Hieksay 146. (also Imass a Armdwayt. 6S L. F. CONC. PARKING CONC. PARKING x II t W - - Z w W i BORE JACK I tl 5 Z m.. 14.79 (lY7i aijj _ t,• BLDG. I t � � �F- �— i 'Iyp z > � �9` J i H I co'v a TO. N4 trQ q —"► r P3Frr y c 3 T. H. M. O J, BLDG. O „ I Q BLDG. io j BLDG. = 39bi•1 rdtr� Orldkain ld wnoettt elde at poser polo at southwest cores McCabe ay 146. JE3265000 -1 Y N673800 (I1 QUP LL 398-1S-1 Refire" spike set io southeast side of power Pob northsot. 49 O t- 3 c3fF-16-1 0 • casred oa top centerline of Lt type 'C• talet north of McCabe - -"-- Rod and on east H/C of northbmmd Frontage R� Highway 146. f] r f- cD W_ 5ES IZO J= J LU J ma a. 0 m� __ " Z BAYSIDE Z �N O X 52 PAVED PAVED I I2-8"X 450 BE � — T H E E S / CRO 5T0 NO I SEE SHT. 46 OF 5 FOR BAYSIDE Ta ace/ DELIVERY POIN G '--ADO 65+75.48 ' x /~ PI.62+41.15 3p L, F .p Swp P. I.61 +91.14 " BORE ACK ` PROP. WATERLINE I CO Q2g56p0 0- �^ O \P.I.61+41.38 TO BE LONG WEST x TREES ,. BLDG. II o ' EDGE EXISTING-__.__x }} �- a"WATER I 0 n B R U S H GRAY ROAD BLDG. J ei Dc. +50 BLDG. 4D BLDG. CON �COVE— R Ei PAVED �� CARPpR BLDG. '� L PAVED O- ❑ LJ Z. I TOWER ATER x / u e I IENEEMENEE -� MEIMf E, N 0. Pdap I GONE OPMA 1+50 60+00 — 61 62 63 64 DESIGNED BY. C. B.C. •,,,,, DRAM BY . J.F. ....:DALE •. CHECKED BY : D. C. ;............ DD........ 46270 APPROVED BY : D. C. 'h °r 'FQ►STET +ti 1t��Ntie*c REVISION BY DATE DATE: 6- FT - 88 65+00 66 i 59+ ESY HOUSTON & ASSOCIATES, INC. Engineering & Environmental Consultants 888 West Belt Drive South Slue 200 Houston, Texas 77042 (713) 781-8800 00101111101 :ice EVEN- �IIIIII MEMINEPATM=T BY TIM ACTUAL INSTALLXD LXXOTR AS SPECIFIRM NOTES MMM11MMI- LOCATIONS SHOWN FOR 9XISTING UTVXW AND PIPSILIKIIII ARX Nara CONTRACTOR SHALL CONTACr TUB ZNTXX UTILITY COORDINATING COMMITTU 48 HOURS IN ADVANCZ PRIOR TO WORIIING IN THE ARZA. rIT',' L1NJ 5 F 1� S. : J tnr [ruasr.g urroergr -. � Ou.'^,nor n�ev no�td. V311 Ion a Year Only) Sou weste•n beet Iep+ .a Co � Ems,,''•. ;nrarer '}Ihp.a as -suicr 3-12-9f LA PORTE AREA WATER AUTHORITY SHEET No. 44 SURFACE WATER SUPPLY TRANSMISSION 'FACILITIES BROADWAY LOOP 410 (OLD HWY ,146), BAYSIDE, HUMPHERVILLE OF 55 SHEETS PLAN AND PROFILE STA. 49+ 50 TO STA. 66 +00 FLE NO- IOT90 ,•r-ioa, _-BANDRIDGE - ROAD (CONCRETE) 8"x 90° BEND + or 4j � I 2 8" x 1014 I/4° BEND - --�-- - f ---- - - ac 8" X 6" TEE / • !o /! 8" L.P.A W.A. I ( a# " EL. P. A.W.A. WATER SUPPLY 2- 8" x 45° BENDS e; G.V. a BOX 5T f7 F WATER SUPPLY S E SHT. >H5 frOR 2 6 G.V. a/BOX $TA. / FLUSHING VALVE STA. 3 !o 10' SoG.V.a13Ox Q EAL 04 Tf1/$ 8"X BEND Vr 2-8"x90°BENDS ST 3• I I ti co PEPIN6 OTL�SHTE H EXIST. 10,000 GAL. j °r k Z PRESSURE TANK I ( 3 +rr " " W 6 x6 TEE w/ w EXIST. FENCE p' BLIND FLG.CLY ® + z x x x —T p N� ---~� I 2 3,5r 6" BUTTERFLY VALVE Q O 8px6"TEE wN Ix 6"TANK RISER 7 W - FILL PIPE 6 G V. a BOX I W SEE DTL. SHT. 50 2- 8"x 430 BENDS _ J coQ Q SEE ABOVE GRADE EXIST 03 x TL. 3NT.30 CONTROL BLD9. ! Q q Q Q 6" UTTER LB VALVE �" i? O 6 EXIST. EXIST. 41 ASPHALT Z ExIST12" C.I. / N J J tvW GROUND SURFACE Z - 6"x 45' BENDS tuC STORAGE 4� 3yp� TANK �3TA- 3f+lof 3� *57 2 S H E L L ( -/ o� Om o EXIST. EXIST. CeX450 D poi PRESSURE OFFICE to +03fu x TANK BLDG. EXISTING EXIST. 350, 000 GAL. g"C,I, ;Q r w GROUND STORAGE ai N TANK EXIST. I 3 ?v EXIST. J WELL I i / a PUMP BLDG. _ 16 U. E. o z Q 6" TANK RISER FILL z ~ °a 1 X EE DTL. SHT. 50 _PIPE ®°X45° w I BENDS U, w w 80DRAINAGE EASEMENT —�—EXIST. 12" WATERLINE HILLRIDGE ROAD 8"L.P.A.W.A L.P.A.W.A. WATER SUPPLY ®ROOKGLEN DELIVERY POINT A FAI MONT PARK DELIVERY POINT B SCALE: I"= 30' SCALE: 1"= 20' SEE SHT. 15 OF 55 S 50 OF 55 SEE HT. OF I I Id, 40..X6"TEE- 5'f .49f-G3 W W 16" G.V. 6 BOX- S a- 49f80 wlBy Rsyss, OperaiZin9 to Soui�i W .� j 6" G.V. a BOX N Sfa•49fG3 FLUSHING VALVE �� a w 16 x 45° SEND-AfJ. 2 c� f S'ta. 49f9s � � 3 16"L.P.A.W.A. WATER SUPPLY x x x N w _ - - 2-16"x450BENDS t= t0' ESMT. CITY OF LAPORTE SEE ABOVE GRADE PIPING x x COUNTY CLERKS FILE No. �� DTL. SH 0 r -�� W w F'; TANK RISER ` E 639031 9' 12`x 12"TEE w/BLIND FLG SEE DTL. SHT. 50 �.. z IPE x EXIST. FENCE W Q � �x x x W '' Ie ANK RISER IL OTL.SHT.30 EXISTING " 6' 6"x90°•B ND GROUND EXISTING STOARMAIOE 'GROUND_ SEE ABOV GRADE IPINO _ STORAGE t DTL. SHT. 0 '\ "2-8"x 900BENDS N EXIST. WELL , TE�IST.DG. " 8" W.A. WATER SUPPLY gee S171L3Z EXIST. BLDG. x x EXIST. 10' WATERLINE 3' 2 5' /-8" X 6" TEE ?' /-8" X 900 BEND Q /- e" G. V. a BOX 3 EXIST. FENCE /-6" G. V. a BOX x x x /-FLUSHING VALVE QO ' m A 5 BUILF .3 —IZ to / 25TH. STREET DELIVERY POINT C CITY OF LA PORTE DELIVERY POINT D JADDENDUM NO. il. SCALE : 1" = 30' SCALE: 1 " = 30' SEE SHT. OF SEE SHT.32 OF 55 a 50 OF 55 DESIGNED BY: W. P of " LA PORTE AREA WATER AUTHORITY SHEET NO. 45 DRAWN BY: �`• ESPEY HUSTON & ASSOCIATES SURFACE WATER SUPPLY TRANSMISSION FACILITIES CHECKED BY: �. C. _.._; / INC° BROOKGLEN FAIRMONT PARK: 25 TH STREET AND 270 1,2� N. APPROVED BY: ��.�..,.cisT6�o� Engineering & Environmental Consultants ' OF 3: SHEETS R�a'�s15 sv t-i_-e0'P.PF.f�i s PoiirfABCR �yP Say a;a�� s CITY OF LA PORTE DELIVERY POINTS Chen e Loca ion of K! L . c B: c /2-/9 DATE : -- -7 Z/' �8 FILE No. NO. REVISION BY DATE 888 West Belt Drive South Suite 200 Houston, Texas 77042 (713) 781�-8800 A I B , C a D 10790 F EXIST. FENCE x x EXISTING GROUND STORAGE TANK x 1 EXIST. BLDG. • TEXIST. x WELL , 6"3L 90° BEND E. MAIN ST. 6"TANK RISER FL�..L PIPE SEE DTL. SHTMA 6aIt 45° BEND SEE ABOVE GJWE PIPING DETAIL SH 50 2-6"x 450 BENDS "T2-6"G.V. a BOX i 6" LUSHING VALVE 6""X `6a L.P.A.W.A. WATER SUPPLY INT DELIVERY POINT E KALE, I" = 20' k i 1 >< —x x — a FENCE 12" .P.A.W.A. WATER SUPPLY EXISTING GROUND 8"x 8"TEE STTANKGE BUTTERFLY EXISTING GROUND STORAGE TANK450 BENOS ge12"x 12" TEE W/ ' EXIST. BLDG. I x= 12"x 6" TEE 12 "x 909BEND 12" G.V. a BOX 6 " G. V. a BOX 'FLUSHING VAL% ( , 12"A 45° BEND FLe. SEE ABOVE GRADE PIPING DETAIL SHT. 50 2- 8"TANK RISER FILL PIPES SEE DTL. SHT. 50 —x x CONC. CITY OF LA PORTE DELIVERY POINT F SEE SHT. 32 OF 55 & 50 OF 55 SCALE: i" = 20' x x w z J to a 1 F•- N x w `\ 6" x 6" TEE STA. 109' 1-03 \ \ -6" G.V. 6 BOX—STA. 109 +03 4 lO9*07 \\ 6" FLUSHING VALVE—STA . /09 * 03 \ �OJ�®�l0 10BAYSHORE M. U..D. EASEMENT ,� . \\ p.� ��0�'' F x X F x P p G a EXIST. 6 EXIST.H.L.BP. \ OJT g �\ 10U.E. 3 2-6 k 90° BENDS STA. 1047 * 10 41 \ Q0y \ %— 6" L..AW.A. WAT R_SUPPLY — — — SAI P `GING Rky �\ 10'L.P.AW.A W SEE ABOV� GRADx I WATEREXISTOWER( % PIPING DTL SHT. EXISTING GROUND �4 . E ASEME NT #� \ / !J\� 1-6"x 90° END ' STORAGE TANK EXIST. e" cr 4TANK RISE EXIST. 12" — — —j % \yA,G ��v FILL PIPE IpI �C��y�pO ��.•' (/gx8 a3 SEE DTL. SHT 50 P A ��y°�3, A� W EXIST. 12... / WELL EXISTING } Vy Voy S�P (0 J BLDG. �./ y 6 J �0 v > EXIST. FENCE lb GG� y`r`� _x x �� e z 4 �.� p P�� y66 � �• �� } �P( Q Py1• 3 O v r2 6 w BAYSIDE TERRACE DELIVERY POINT G SHOREACRES DELIVERY POINT H JADDENDUM NO.I SCALE: I"= 30' SCALE: I" = 20' SEE SHT. 44OF 55 & 50 OF 55 SEE SHT. 41 OF 55 & 50 OF 55 DESIGNED BY: x/•N. r. LA PORTE AREA WATER AUTHORITY ' / P QQ� q SHEET N0. 46 DRAWN BY: JC' ® o ESPEY,HUSTON CX ASSOCIATES, IN C° SURFACE WATER SUPPLY TRANSMISSION FACILITIES r SU G'fvs i o e Poi o f G c"' wiscc� a� GJ Grade P i e (inn G) CHECKED 9Y: �. c ......... s MORGANS POINT CITY OF LA PORTE �„t5o �eWse P' F S fain APPROVED BY : TJ. c. 9°Fc w°; Engineering & Environmental Consultants ' ' of 55 SHEETS ed5 .50 (o Fua<i: /bve G YG"!/o/ve f6i E it!/lf. /-9$9 11y4s/Opp..£e`_= u.�+YSIDE TERRACE AND SHOREACRES =FILE CRWIV6E LOGO T/ON OF FUTURE 6ROUN0 9r0RA6E TANK c. a. c • z4-ae `"��' DELIVERY PINTS E , F � G a H NO. REVISION BY DATE DATE 2�_88 888 West Belt Drive South Suite 200 Houston, Texas 77042 (713) 781=8800 10790 P 4 R.O.W. FOR LOCATION OF FLUSH VALVES REFER TO PLAN a PROFILE / I HYDRANT TO BE PAINTED ANSI 253.1 (SAFETY GREEN) Ax a PLAN-900 BEND PLAN•45 •,22 V2• EXTENDED STEM W/2" - - II 911-1/4.8ENDS III III Lit, AWWA OPERATOR NUT iI Z Z 6 REINF. PIPE I ( Q ~ ANCHORS Q Q C.I. VALVE BOX CASING SEE BURIED VALVE j L PLUG ON BELL r - p END (SHOWN) BEDDING 11 1- a I • 6 PIPE L,% MATERIAL ' THRUST BLOCKING DETAILS NT.S. - '- 6 MINIMUM D= 2 X NOM. PIPE DIA. FOR 6GV-O6 a _ PVC PIPE 16° THRU 24' t ` CONCRETE �e c� _ • . �c NOTE: ALL FITTINGS M.J. #6 GALVANIZED RE -BAR of = i 11- D= 10" FOR OTHER AIPE- - -- ANCHOR (2 REQ D.) o ... .MATERIALS II 4 X 4X 12CONC. BLOCK (3000 PSI CONC.)•-REDOING MATEIAL , �' CONCRETE10"X24"X8" CONC. SLABW/3- #4 BARS E.W. CONC. BLOCKING W/ MIN. 1 /2 FT.®BEARING AREA (3000 PSI CONCRETE) PLAN -TEE PLAN -PLUG ELEVATION -VERTICAL BEND DO NOT BLOCK DRAIN HOLES CRUSHED STONE SHALL BE PLACED AROUND BOTTOM III= I 24 I OF HYDRANT. ---THRUST BLOCKING NOTES 1. CONCRETE THRUST BLOCKS SHALL BE CONSTRUCTED OF 2500 P.S.L (28 DAY) CONCRETE. 2. BEARING AREAS SHALL BE DETERMINED ACCORDING TO THE APPLICABLE TABLE SHOWN ON THIS SHEET. 3. SOIL TYPES AND SAFE BEARING LOADS SHOWN IN THE TABLE ARE TO SERVE AS A GENERAL GUIDE. IF SOIL CONDITIONS ARE FOUND TO BE DIFFERENT FROM THOSE DESCRIBED IN THE TABLE, THE CONTRACTOR IS TO PROVIDE ADEQUATE THRUST BLOCKING BASED ON THE ACTUAL SOIL CONDITIONS FOUND. 4. THRUST BLOCKING SHALL BEAR AGAINST UNDISTURBED TRENCH WALLS. 5. BLOCKING OF BEARING AREAS OF TWO (2) SQUARE. FEET OR MORE SHALL REQUIRE FORM CONSTRUCTION. 6. DIMENSION "A" TO BE - LARGE AS. POSSIBLE WITHOUT INTERFERING WITH MECHANICAL JOINT BOLTS. 7. WHERE A FITTING IS USED TO MAKE A VERTICAL SEND, ANCHOR THE FITTING TO A CONCRETE THRUST BLOCK DESIGNED TO KEY INTO UNDISTURBED SOIL AND TO HAVE ENOUGH WEIGHT TO RESIST UPWARD AND OUTWARD THRUST. 8. BLOCKING SHALL HAVE BEEN IN PLACE FOUR (4) DAYS PRIOR TO TESTING THE PIPELINE. 9. THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES, ELBOWS, REDUCERS, CROSSES, OFFSETS, WYES, DEAD ENDS, AND VALVES. TO. PRESSURE LINES OTHER THAN THOSE NOTED IN THE TABLE ON THIS PAGE SHALL BE INSTALLED WITH THRUST BLOCKING FOR 50 P.S.I. 11. THRUST BLOCKING REQUIRED FOR PUSH ON OR MECHANICAL JOINT PIPE ONLY. THRUST BLOCKING NOT REQUIRED ON RESTRAINED JOINT. CONCRETE BEDDING MATERIAL Pipe Size- 6 8 10 12 16 18 20 24 *FORS. NOTE: SECTION A -A Line Force Pressure pounds - 100 2,828 100 5,027 100 7,854 100 11,310 100 20,107 100 25,448 100 31,417 100 45,240 -------------------- .00KING BRANCH TEES, TABLE BASED ON: (TO SECTION B-B THRUST BLOCKING SCHEDULE HORIZONTAL THRUST OR VERTICAL DOWNTHRUST CONCRETE MATERIAL, SECTION C-C Center Passive Friction Dead End 90 deg 45 deg 22.5deg 11.2deg Pipe d Pressure Resist or TEE Bend Bend Bend Bend psi pounds -------- ----- ---------------------- ---------------------- 3.2 654 143 4.1 5.9 3.1 1.5 0.6 3.3 666 249 7.2 10.3 5.4 2.5 1.1 3.4 678 385 11.0 15.8 8.3 3.9 1.7 3.5 690 548 15.6 22.4 11.8 5.5 2.4 4.6 820 939 23.4 33.5 17.6 8.3 3.7 4.7 832 1,184 29.2 41.8 22.0 10.3 4.6 4.8 844 1,459 35.5 50.9 26.8 12.6 5.6 5.0 867 2,096 49.7 71.4 37.5 17.6 7.8 --------------------------------------------- 1SE BRANCH PIPE SIZE TO DETERMINE BLOCK SIZE. CAL RESULTANT FORCE - SLIDING FRICTION OF FITTING, BLOCK, 6 WATER) / PASSIVE PRESSURE CONCRETE VOLUME (CU. YD.) REQUIRED FOR VERTICAL UPTHRUST Pipe Line Force Dead End 90 deg 45 deg 22.5deg 11.2deg Size Pressure pounds or TEE Bend Bend Bend Bend 6 ----- 100 ------- 2,828 -------- 0.7 -------- 1.0 -------- 0.5 -------- 0.3 ------- 0.1 8 100 5,027 1.2 1.8 0.9 0.5 0.2 10 100 7,854 1.9 2.7 1.5 0.8 0.4 12 100 11,310 2.8 3.9 2.1 1.1 0.5 16 100 20,107 5.0 7.0 3.8 1.9 1.0 18 100 25,448 6.3 8.9 4.8 2.5 1.2 20 100 3-1,417 7.8 11.0 5.9 3.0 1.5 24 100 45,240 11.2 15.8 8.5 4.4 2.2 NOTE: BASED ON CONCRETE SPECIFIC WEIGHT OF 150 PCF. DESIGNED BY: _ A G. DRAWN BY CHECKED 8Y _�• G. A5fled%Bross Cu %'B/o55 Corps /"Co 1 i� N/ HP /- B9 APPROVED By: oG. I ADDED 2'101,V COVER 4'oFFSET DEMEN5/On/ FROM R w CB c. /�! DATE : - L 0. REVISION BY DATE C.I. VALVE COVER 18" X 18" X 6" THK. CONC. PAD W/ 3 *4 BARS E.W. SELECT BACKFILL (FOR VALVES 12" AND UNDER) TYPICAL BURIED VALVE DETAIL N.T.S. C.I. VALVE COVER -� X Is00 SQ. X 6" DP CONC. PAD W/3- #4 BARS E.W. (TYP.) N C.I. VALVE BCX CASING EXTENDED STEM W/2" 111) AWWA OPERATOR NUT BY-PASS VALVE # 5 DOWELS 12"0.C. J D = NOMINAL PIPE DIA. FOR PUC PIPE D= 12" FOR OTHER PIPE 7-0X 4-0" CONC. PAD MATERIALS Is" SQ. X 6" DP CONC. PAD W/ 3 - # 4 BARS E.W. (TYP.) 24" MIN. WIDE CONC. SUPPORT PAD * 4 TIE LOOP /•s e, #3@12"Ta 8 GATE VALVE INSTALLATION DETAIL` Engineering & Environmental Consultants 888 West Belt Drive South Suite 200 Houston, Texas 77042 (713) 781-8800 EMBOSSED STAINLES STEEL TAG W/ S. S. STRAP itLPAWA - FLUSH VALVE ONLY it HYDRANT TO BE SET PLUMB' FLUSH VALVE DETAIL (ALL M.J. FITTINGS) - e N BRASS CURB STOP W/BRASS PLUG CBRASS CORP C.I. METER BOX COVER AIR RELEASE A 12 It CONC. PIPE O z �- 2 CU. FT. PEA GRAVEL -N I�COPPER TUBING I" TAP --'--TAPPING SADDLE TO BE INSTALLED ALONG PIPELINE AS SHOWN FOR FILLING AND TESTING (EXTRA INSTALLATIONS DESIRED BY CONTRACTOR SHALL BE INCIDENTAL ) M BUIL _, _ 411 ADDENDUM 1 LA PORTE AREA WATER AUTHORITY SURFACE WATER SUPPLY TRANSMISSION FACILITIES THRUST BLOCKING AND VALVE DETAILS SHEET N0. 47 OF 55 SHEETS FIE NO. 10790 37-/793 REINFORCING STEEL SHALL BE A MAT. OF * 3 BARS AT 24 O.C. EACH WAY. MAT SHALL BE TIED TO EXPOSED (12" MIN.) EXIST. REINFORCING. PROP. * 5 TIE BARS 24" LONG EPDXIED INTO EXIST. PVMIT. AT 24" O.C. WHERE EXIST. EXIST. CONC. PVM'T. PVM'T. IS UNREINFORCED. PROP. SAWCUT -,PROP. SAWCUT 2" DEEP 2 DEEP jj Z LIMIT OF PAYMENT M 12" 12° 0. D. 12 12° BACKFILL AS DETAILED ni ON EXCAVATION AND BACKFILL DIAGRAM SEE SHT. 49 CONCRETE STREETS, DRIVEWAYS AND SIDEWALKS MALONEY MULTIFL (MOLDED END SEAL OR EQUAL) EACH END EXIST. REINFORCING PROP. 6" SEMI -RIGID (STREET) PROP. 2" SAND BASE (DRIVEWAYS 9 SIDEWALKS) MATCH EXIST. PVMIT. THICKNESS AND JOINTS PROP. 2" TYPE "D" PROP. 2"TYPE"D" SURFACE SURFACE (DRIVEWAYS) ON 2" LEVEL UP (STREETS) PROP. SAWCUT 2" DEEP PROP. SAWCUT 2" DEEP PROP. 6" SEMI -RIGID Z LIMIT OF PAYMENT _ EXIST. AC P BASE (DRIVEWAYS) i PROP- 10°SEMI-RIGID a, I2" 12" 0. D. 12" 12 BASE (STREET) BACKFILL AS DETAILED ON EXCAVATION AND BACKFILL DIAGRAM SEE SHT. 49 t HOT - MIX ASPHALTIC CONCRETE STREETS a DRIVEWAYS PROP. 10" BASE (STREET) PROP. 6" BASE (DRIVEWAY) `tl 12" 12LIMIT OFO OAYMENT1. 12" 12° BACKFILL AS DETAILED ON EXCAVATION AND BACKFILL DIAGRAM SEE SHT. 49 SEMIRIGID BASE STREETS a DRIVEWAYS PAVEMENT RESTORATION DETAILS (STREETS, DRIVEWAYS & SIDEWALKS ( WHERE BORING IS NOT REQUIRED) L CASING LENGTH CALLED FOR ON PLAN 9 PROFILE SHEETS 3' MIN. NO.I REVISION I BY WELDED STEEL PIPE CASING. -� 1. D. OF CASING PIPE TO BE A MIN. OF 2" LARGER THAN 0. D. OF BELLS ON WATER MAIN Gt. DITCH 10� MIN. i VARIES i _I ----APPLY ONE ANODE PER EACH 100 OF CASING. EXTEND CASING TO G OF DITCH AS REQ�D. UNDER STATE HIGHWAYS (UNLESS OTHERWISE SHOWN) I I � I i I CASING INSULATOR d SKIDS BY MALONEY (OR EQUAL) AT BELL AND SPIGOT ENDS OF CARRIER PIPE AND AT MIDSPAN OR 10' O.C. WHICHEVER IS LESS. TYPE "A" CASING ROADWAY CASING DETAIL N. T. S. DESIGNED BY: D.C. .N� a., % DRAWN BY : J. C. CHECKED By. D. Cr , DALE D ....... 1 46270 mo� APPROVED By: D.C. ho:f, oFq`S Q`ry E DATE : 6 -14 - 88 [ZoIX41M i EXIST. BASE PVM'T Y ONE ANODE PIPE GRIND PIPE TO GRAY METAL. INSTALL COPPER SLEEVE OVER END OF NI LEAD WIRE. THERMIT WELD TO PIPE. COAT WITH COAL TAR MASTIC AND COVER WITH FELT. SEE DETAIL No. 2 No.12 T.W. INSULATED SOLID ANODE LEAD WIRE. 21 rOP OF ANODE AT )R BELOW q. OF PIPE 60 LB. PACKAGED ZINE,ANODE (ANODE MAY BE INSTALLED HORIZONTALLY) TAMP WITH FINE SOIL. DO NOT USE SAND OR GRAVEL WATER - FLOOD AFTER ANODE IS COVERED. CATHODIC PROTECTION ANODE INSTALLATION N.T. S. I 30, _ 30' 20 20' SEE NOTE 2 SEE NOTE 2 AS SHOWN ON PLAN a PROFILE SHEETS 16 :- 3� MIN. (UNLESS OTHERWISE SHOWN) MALONEY MULTIFLEX MOLDED CASING INSULATOR 8 SKIDS'� 75=� END SEAL (OR EQUAL) BY MALONEY (OR EQUAL) AT BELL AS REQ D. I AND SPIGOT ENDS OF CARRIER AS REQ D. EACH END PIPE AND AT MIDSPAN / WHICHEVER IS LESS. RECEIVING PIT ,,,��/// JACKING PIT PROPOSED /B" WALL GALVANIZED WELDED STEEL PIPE, MINIMUM F = 35,000 PSI. I.D. OF CASING PIPE TO BE A MINIMUN OF 2 ° LARGER THAN 0. D. OF BELLS ON WATER MAIN PIPE. Engineering & Environmental Consultants 888 West Belt Drive South Suite 200 Houston, Texas 77042 (713) 781-8800 RAILROAD CASING DETAIL _ f N. T. S. LA PORTE AREA WATER AUTHORITY SHEET No. 48 SURFACE WATER SUPPLY TRANSMISSION FACILITIES PAVEMENT RESTORATION. DETAILS, ROADWAY CASING AND RAILROAD CASING DETAILS OF 55 SHEETS FILE NO. 10790 g7-Of5 MI T.I 4' (SEE DETAIL) �`* rcc�v�rccv PIPE GUARD DETAIL 6" NOTE: " PIPE GUARD TO BE PAINTED IN ACCORDANCE WITH CURRENT s SPECIFICATIONS FOR "PAINTING STEEL CARRIER PIPE." I" PIPE FRAME (WELDED) TABLE OF • FOR VARIOUS ®�=:Cif/= CJCS"G 7Ci�l:lG�llJ1L'A[S!/'G>f��'' NOTE THE CAST OF ALL RESTORATION OUTSIDE OF THE LIMITS SHOWN, SHALL BE MERGED WITH THE COST OF THE PIPELINE ITEM. FINISHED 4" CULTIVATED SEED BED. BACKFILL OF SUITABLE EXCAVATED MATERIAL AS APPROVED BY THE ENGINEER TO BE MECHANICALLY COMPACTED IN 12 LIFTS TO 90% OF MAXIMUM DENSITY ACCORDING TO AASHTO TEST METHOD T-99 MERGE COST. CLASS A BEDDING MATERIAL (SAND) MERGE COST — WITH PIPE. WHEN -A STABLE TRENCH BOTTOM CANNOT BE - ACHIEVED BY DEWATERING, THE gONTRACTOR SHALL PLACE A MINIMUM OF 6 SHELL BASE. 6"X 3/8" It CURVED TO FIT O.D. PIPE ). D. CARRIER PIPE e TRENCH WIDTH I SECTION A - AAA"il IF WIDTH OF CROSS BRACE 2X WIDTH OF STRINGER 8d COMMON NAILS R CLEAT WITH PATTERN i SHOWN. STRENGTH EQUAL TO OR GREATER THAN THAT PROVIDED BY SHORING & BRACING TRENCH SHIELD ALTERNATIVE NATURAL GROUND SEE OSHA TABLE B-I(SPECS.) FOR MIN. SLOPE REQUIREMENTS. `" SHORING a BRACING sa . ALTERNATIVE 0* a a NOTE: THE EXCAVATION SAFETY SYSTEM SHALL MEET OR EXCEED OSHA STANDARDS, PART 1926 DRILL 2``!8" HOLES EACH END AS SHOWN (AMENDED), SUBPART OF THE CODE OF FEDERAL REGULATIONS. 2x6x%" It WELDED TO EACH END SEE SPECIFICATIONS, SECTION 02160- EXCAVATION SAFETY SYSTEMS. PIPE CLAMP DETAIL SLOPING of SIDES ALTERNATIVE EXCAVATION SAFETY SYSTEM MAX. PAYMENT WIDTH FOR SEED RESTORATION = D+4 BLUE PIPELINE LOCATOR TAPE WITH ALUMINIZED LAYER. SPECIAL IMPRINT %PAWA WATER TRANSMISSION " *SEE NOTE D= EXTERNAL DIAMETER MAX. TRENCH WIDTH PIPE D+ 24" FOR PAYMENT PURPOSES TYPICAL TRENCH CROSS SECTION NOT UNDER PAVEMENT iE NOTE: LOCATOR TAPE FOR P.V.C. OR AWWA C950 PIPE ONLY CONTRACTOR TO PROVIDE AN EXTRA 10,000 LF. OF LOCATOR TAPE TO THE OWNER FOR USE IN MAINTANCE. EXTRA TAPE SHALL BE AN INCIDENTAL ITEM. DRAWN BY c'/ APPROVED : SEE PAVEMENT RESTORATION DETAILS PAVEMENT 9 BASE FINISHED GRADE 1 I PLACE CEMENT STA£IL1_Eu Sl,.ND BELOW SUB- :. GRADE OF PAVEMENT SECTION MECIANICALLY NAND TAMP TO 95% AASHTO T-99 DENSITY. i CLASS AA BEDDING MATERIAL (CEMENT STABILIZED n e . e • — SAND) MERGE COST WITH PIPE. WHEN A STABLE TRENCH BOTTOM CANNOT BE ACHIEVED BY DEWATERING,THE CONTRACTOR SHALL PLACE A MINIMUM OF 6 SHELL BASE. (REQUIRED ON ALL TRENCHES 5' OR DEEPER) 4-NO, 5 VERT. BARS S NO.3 SPIRAL AT 6" CTRS. / 2 FLAT LOOPS OF SPIRAL — AT EACH END OF REINF. SECTION. EXISTING PAVEMENT COLUMN 2"x 90' STREET ELL,S.E. 18"SONOTUBE T�0 BCE 2 ' DIA. PIPE REMOVED AFTER CONC. 2"x900 ELL,SE CURES 2" NIPPLE 2"APCO COMBINATION AIR a CONCRETE SURFACE TO BE — VACUUM RELEASE VALVE WITH 4" FILLED AND TROWELED ORFICE DIAMETER, NO.145-C, SMOOTH. NOTE:16 MESH BRONZE OR APPROVED EQUAL. SCREEN TO BE 2"NIPPLE CLAMPED OVER 2"HANDWHEELOPERATED 18"DRILLED SHAFT--_ OPENING GATE VALVE X 30'i2"BONNEY FORGE BOTTOM OR SIDE �30000THREADOLETS OF DITCH. MAX. TRENCH WIDTH = PIPE D+ 24 FOR PAYMENT PURPOSES Q PIPE GUARD (SEE DETAIL THIS SHT. AIR RELIEF VALVE DETAILS SHAFT DRILL SHAFT TO FIRM CLAY BOTTOM --- 4 NOTE REINFORCING BARS SHALL BE NEW, DEFORMED INTERMEDIATE GRADE STEEL WITH NO SPLICES �.. A.S.T.M. , A-305 , A-15. CONCRETE SHALL BE CLASS "B" MIXED AND PLACED PER SPEC. g"R 2 - T/B' HOLES STRAP 3/e'x 2 1/22"" SSTEEL N TOPS M -IN z D Of"N = 22" M 1 " 1/4 NEOPRENE PAD 2-3/4'x10"GALV. MACH BOLTS NUTS B WASHERS DEFLECT 4 NO.5 BARS AS SHOWN SEE BELOW FOR CAP REINF DETAIL :VATION 22" I"R. ALL BENDS 2-NO 3 BARS REQUIRED r�k ASxr3 U / L CONCRETE COLUMN FOR ®M SUPPORT OF 16" STEEL PIPE Q� qq INC.PORTE AREA WATER AUTHORITY , UST CSC ASSOCIATES, ..SURFACE WATER SUPPLY TRANSMISSION FACILITIES ESY PIPE CLAMP DETAILS, EXCAVATION SAFETY SYSTEM, Engineering &Environmental Consultants TYPICAL TRENCH CROSSING. CONCRETE COLUMN 888 West Belt Drive South Suite 200 Houston, Texas 77042 (713) 781-8800 SUPPORT DETAILS 8 AIR RELIEF VALVE DETAILS TYPICAL TRENCH CROSS SECTION UNDER PAVEMENT SHEET No. 49 OF 55 FILE NO. 10790 SHEETS PRESSURE GUAGE ASSEMBLY WITH 0 TO 120 rPRESSURE GUAGE ASSEMBLY WITH 0 TO 80 TANK RISER FILL PIPE SEE DETAIL THIS SHEET P. S. I. GUAGE AND TEE FOR PRESSURE P. S 1. GUAGE AND TEE FOR PRESSURE TRANSMITTER (SEE DETAIL THIS SHEET) TRANSMITTER(SEE DETAIL THIS SHEET) f-TOP, /' SIDE 1 /-TOP, /-510E ,PRESSURE GUAGE ASSEMBLY DUCTILE IRON WITH 0 TO 40 P.S.I. GUAGE (SEE DETAIL THIS SHEET) /-TOP 1/2" HOSE BIBB D E F G H I J K L M N 0 a _ _ jlic- - 4" THK. PIPE SUPPORT, SEE DETAIL 4„ THK. X 41-0" WIDE CONC. PVMIT. THIS SHEET. ,LOCATE AS CENTERED UNDER PIPING. REINFORCE EXPANSION JOINT EXISTING WATER STORAGE TANK GATE VALVE lJ'/L TAP FOR PRESSURE TRANSDUCER v �.: a. o . EXIST. CONC. RINGWALL � a FOUNDATION TOP OF TANK @ WALL 0 90° STEEL BEND(L.R.) PIPE SUPPORT, SEE DETAIL I THIS SHEET GALV. STEEL TANK RISER FILL PIPE DUCTILE IRON I GALV. STEEL -- I II-6" (6"0 THRU 10" 0) 1'-81' (12" 0) RGV V. Vn Na QnV W R In M-04". wf owa a IS Ic Q.W. vr% ° A ° - - 2" NOZZLE W/ _ W 4.5 X W 4.5 W. W. F. BLIND FLANGE 1 IOVE GRADE VALVES 9 PIPING o ( INCLUDES TANK RISER EXCEPT AT BAYSHORE AND MORGANS POINT WHERE TANK RISER WILL BE NOTES: rL PIPE 1 PROVIDED BY OTHERS) STEEL PIPE NIPPLE INLET -'--TANK FLANGES W/GASKETS ( SMITH IND., INC. OR EQUAL) ff XEXISTING WATER a STORAGE TANK u 0 1 M. J. BEND W/ THRUST BLOCK L ALL ABOVE GRADE PIPING SIZE 18-INCH AND SMALLER SHALL BE 90° STEEL BEND ( L. R. ) 4' - n" FLANGED DUCTILE IRON PIPE, THICKNESS CLASS 53 UNLESS NOTED • ' OTHERWISE. 20" DIA. SHALL BE THICKNESS CLASS 54, 24" SHALL BE o " TYPICAL ABOVE GRADE PIPING DETAIL THICKNESS CLASS ss N 6"NIPPLE ;.• 2 SEE SITE PLAN HEFTS AND OF EACH INDIVIDUAL FACILITY N. T. S. FOR ADDITIONAL FITTINGS REQUIRED�AND NOT SHOWN THIS DETAIL. •, . PIPE, METER 81 VALVE- SCHEDULE ° Fahlbont 2Sth Bank Morgans fh Item Description Brookglen Park Street Plant Point Street ! Bayshore Shoreacres EXIST. TANK - WALL L4X4XV4 EXIST. TANK WALL io m io io TWO L4X4X 1/4 L 6X4X 1/4 ;STEEL VERTICAL PIPE (SIZE AS SHOWN ON PLANS) PLAN II-6" ELEVATION TYP. V 1/4 N.. STEEL VERTICAL PIPE (SIZE AS SHOWN ON PLANS} I TWO L 6 X 4 X 1/4 VERTICAL PIPE SUPPORT DETAIL rt PIPE 8 SUPPORT A B C I I E F G- H. NOTES: m A D3 Pipe, PExFE - - a" 8" 16" 8" 6" 12" 8" 6" B D.I. Bend FLG. 8'x450 8'x90° 16•x45° 8"x9d' 6"x450 12"x45° 8'x 90° 6'x90o 1. ALL PENETRATIONS THROUGH WALL OR COVER OF TANK SHALL BE __— ---------- -'----- ---- FLUSH FLANGED OR PROVIDED WITH 114" STIFFENER PLATES AS PER C D.I.Pipe, FLG - 8" 8' 16• 8"1 6" 12" 80 6" AWWA REQUIREMENTS. �o D Conc. Red., FLG. 8°x4" 8°x6" 1" ' 8"x6' 6"x4" I2'x8' 8"x4" 6'x4° TYPICAL TANK RISER FILL PIPE DETAIL Z. ALL STRUCTURAL STEEL AND PIPE EXTERIOR SHALL BE HOT DIPPED o E D i. Pipe, FLG. - ___ I GALVANIZED. FIELD WELDS SHALL BE BRUSHED AND ZINC PAINTED. in ' 4 (Dia. x Length) 4"x4Z' 6'k66" 10'k102' 6'k60" + 4":42" 8"x84" 45c42" 4 x48" - - -- - ---- - rt SUPPORT F Propeller Meter 4'x /8"' 6"x 22" 10' x Zlo" 6"x 22" ' 4" x /8" 8"x 24" 4"x 18" ( 4"x !8" 3. ANY PAINT DAMAGE TO EXISTING TANK DUE TO INSTALLATION OF --__.�__ PROPOSED RISER FILL PIPE SHALL BE REPAIRED BY CONTRACTOR. G D.I. Pipe, FLG. (Dia. x Length) 4"x24" 6"x36" ( 10"x54" 6°x36" i_ 4"x24" 8"x42" 4"x24• 4'x24" H Conc. Red., FLG. N.R. 6"x4" �- 10"x8" N.R. N.R. 6"z6x N.R. N.R. 3151 m I Pressure Reducing Valve 4"xf3_1/8 47x 137/B 8°x2/3/B' 6x ZO" r-- 4"x 13'/8` It"B ItZlg/ " 48x 150 4'x 15° - - - ---- .. J D.I. Pipe FLG. _ t�- 4`x3611 4 x36, 6.,x72,, 61 X 54" 4„x36„ ,8„ �� 4.,x „ 4.,0,. K - Flow Control Valve I, 4"x 13r�8 4•x f5" 8 x25 /8i 6" 11 " 4x 13%8 ! li"8°x2fB " 4"x 15u 4 x f3�/ 1---- - 3 - --. 3 * - - -- �_ - -- PLAN —TYP. PIPE SUPPORT L �_onc. Red., FLG. 6'x4' 8'x4' 12'x®• N.R. 6"x411 i —a"z6d 6•x4• 6•x4• 1/2'= II- 0° M D1 Pipe, FLG. - 88 6� 12• -t 6" .._ 6, 9' s; -__ 6" — -- N Flex. Coupling, CIPe 9" PIPE 9° (Dresser or equal) 6" 6" 126 6 8.1 6' 6' 0. D. O D1. Pipe, P.E. I --- (Dia. x Length) 61x24" 6°x24" 12•x24' 6°x24' 6°x24' 8'a24' 1 6"x24' 6•xi4' 110 L. FT. PAY LIMIT FOR TYPE I FLEXIBLE JT. ASSEMBLY own �- 1 CHAMFER P Flex. Coupling C zIPS j NATURAL GROUND (Dresser or equal) 6' 6" 12' 6' 6' 8' 8" 6" _ _ _ - i---�---- - - l 0 2 LAYERS 15 # FELT - ---- - -------_-�-_ _-_ - - - - - 5, - 5 FLANGED . I in a SEE SECTION 8-B FOR r WALL COLLAR JOINT WALL COLLAR REINFORCING DETAILS MECH. JT. MECH. JT. to ' AL lk STD. MATERIAL 4 DIAMETER PRESSURE GUAGE WITHnS,TAIN'LESS In STEEL HOUSING, STAINLESS MOVEMENT, AND BElir ' GLYCERINE FILLED. \ 1 " s 61 X 6' X 41 CONC. -f 4� BALL 11 SOCKET BALL B, SOCKE �, -�- 6' X 6' X 4' CONC. + THRUST BLOCK �--.-� JOINT JOINT ( Y I THRUST BLOCK FLEXIBLE EXPANSION I8' JT., CL. 56 D.I.P. 1 ' IREV'SE%� JOINT, a MIN.= 8" (6 REQ'D. PER ASSEMBLY) I/2° NPT CONNECTION (FLEX -TEND OR APPR. EQUAL) SECTION itA - Ati I/2110 CLOSE NIPPLE, BRASS, WITH COUPLING. - FAULT (WITH AELD SSISTANCE CE OF ENGINEERCATE BY EXPLORATORY ) 1/2" = II-0" 1/2"X 1/2"TEE FOR PRESSURE TRANSMITTER (IF REQUIRED) TYPE I FLEXIBLE JOINT ASSEMBLY DUCTILE IRON PIPE 8„ WATER MAIN I I/2" PRESSURE GUAGE SNUBBER rt PIPE a TOP TELEDYNE REPUBLIC NO.6011- 1/2-B 90 L. FT. PAY LIMIT FOR TYPE II FLEXIBLE JT. ASSEMBLY OF CONC, 1/2"0 CLOSE NIPPLE , BRASS - --- NATURAL GROUND - (- �-' VARIES I /2" TEE COCK,CONBBRASSAC0;4138 = - 0 21' CLR. # 3 TIES (2 REQ' D.) ©5 1 9 BALL a SOCKET 9 M a (TYP) „ w� 1/2"0 CLOSE NIPPLE, BRASS WALL COLLAR JOINT (TYP.) WALL COLLAR # 4 S @ 12 EACH FACE W MECH. JT. r-MECH. JT. I p 1/2"X 90°ELBOW, BRASS STD. MATERIAL ..Wig ` .d.. 'b e.. B ir s — a THREADOLET 61 X 61 X 4' CONC. "4' 18' JT., JCL. 56 D.1. P, 6'X 6'X 4' CONC. �� 1/2" 0 CLOSE BETWEEN BRASS ALE, RASS EI H N PIPETED FITTING THRUST BLOCK(5 REO D. PER ASSEMBLY) � THRUST BLOCK # 4 S X 32 LG. (8 REQ D. ) en # 4' S X 44° LG. (6 REQI D.) 1/2' 0 N P T COUPLING , It it AS l L T SECTION B —B PRESSURE GAUGE ASSEMBLY DETAIL TYPE II FLEXIBLE JOINT ASSEMBLY 1 9' 1/2"= I1 - 011 N.T.S. DESIGNED BY. h<1 Al. P. Ep��•��, LA PORTE AREA -WATER AUTHORITY �. I �PtF�1, SHEET N0. 50 DRAWN BY. s ESPEYHUSTON &ASSOCIATES INC. � SURFACE WATER SUPPLY TRANSMISSION FACILITIES inol CHECKED BY : D_ G. s-' / / TYPICAL ABOVE GRADE PIPING DETAILS C ' Engineering & Environmental Consultants OF 55 SHEETS APPROVED BY : ,� G. fill o�;9t.5,0.,��„ g g TYPICAL TANK RISER FILL PIPE DETAIL �I PS • � TEp. V�d'f /NC,PEA5ED B/ZEDFPRV ACv@9AV,< 0LANTFROM4"rob• O.C. i?-If-AR oA� : �I-2/-88 lit��oNAL�S•",:-' VERTICAL PIPE SUPPORT DETAILS, TYPE 1,11 FLEXIBLE JOINT ASSEMBLY NO. REVISION BY DATE q,N�� 888 West Belt Drive South Suite 200 Houston, Texas 77042 (713) 781-8800 FILE No. IO'790 TYPICAL PIPE SUPPORT CW20-IA DESCGNED BY: DRAWN BY: v f CHECKED BY: _� �• APPROVED BY DATE REVISION By DATE �II.rII'ITL'F.I INITIAL SPEED WARNING LIMIT DEVICE M.PH. DISTANCE n- 9A . ?on ff TYPICAL. TRAFFIC CONTROL APPLICATION SUPPLEMENTAL WARNING DEVICE DISTANCE 2n0 ft. 0 ft. 10 ft. 0 ft. TAPER DISTANCE 125 ft. 250 f t. 60 t. 6 ft. I advance warning `t on rural or iitions. UCK �G S rs. Engineering & Environmental Consultants 888 West Belt Drive South Suite 200 Houston, Texas 77042 (713) 781-8800 IN 18 GA. STEEL VIEW WINDOW FRAME, PAINT TO MATCH DOOR / �R. STRIP (WOOD) IF REQUIRED INSTALL 29 x 20 WIRE GLASS VIEW WINDOW INSTALL ENGRAVED LAMINATED PLASTIC SIGN "LA PORTE AREA WATtR AUTHORITY CONTROL CENTER " ( I LETTERS) EXISTING 30 SOLID CORE DOOR EXISTING AIR GRILLE REPAINT DOOR & TRIM (BOTH SIDES) FOLLOWING INSTALLATION (MATCH EXISTING COLOR.) L I CONTROL ROOM DOOR MODIFICATION SCALE: i I'-O" 4' 0" i Ld Porte Area __ - A water Authority WATER TRANSMISSION LINES r-- (1YDTNG BY-MAS WATER DEVELOPMENT BOARD I _SERVING ENGINEER THE CITY OF LA PORT ESPEY,HusTON— I : HE BAYSHORE MUNICIPAL UTILITY DISTRICT a ASSOCIATES,INC HE CITY OF SHOREACRFS hROUSTON— 'THE CITY OF MORGAN'S POINT EXTERIOR TYPE HIGH DENSITY OVERLAID PLYWOOD OR OTHER APPROVED MATERIAL SUITABLE FOR SIGNS. EASE ALL EDGES - NOTE:ALL.LETTERS ARE BLUE. I/2' - I.V SECTION "A -A" PROVIDE ADEQUATE SUPPORTS FOR SIGN AS SITE CONDITIONS MAY REQUIRE AND KEEP SIGN A PROPER DISTANCE ABOVE PREVAILING GRADE TO PERMIT PUBLIC VIEWING. e WHITE BACKGROUND BLUE EDGES GRADE ../- _�---Y PROJECT SIGN SCALE: 1°=1'-010 rioma BUILT ®1- II LA PORTE AREA WATER AUTHORITY SURFACE WATER SUPPLY TRANSMISSION FACILITIES TYPICAL TRAFFIC CONTROL APPLICATION CONTROL ROOM DOOR MODIFICATION AND PROJECT SIGN SHEET No. 51 OF 55 FILE NO. 10790 SHEETS s� r- z r i rr Uj U ' m Ld n m o ¢ �a F �.. I i i x w 3 o r W _z a U . 6 m € Fmk � Cy w�D Fy a �z o M. z z Vp 'ram W 0? �x O } 10 �r r G � f z WE r m � 0 co I w r .c W r Mom, u �. �r .o Z t PIPE, METER o VALVE B FITTINGS N 2"CLR. (TYP.) REVISION iS PIPE SUPPO 'J I I f*31 9(31 9" E. W . OR \6"X 6"-W6.5XW6.5 W. W. F. 2 0 4's CONT. *3 STIRRUPS Ism 0.C. 8" I 8" a N_ ( a 4" BY DATE • 6" X 6" - W 4.5 X W 4.5 W. W. F. 4"CONC. ELEC. 6° COivC. SLAB EQUIP. PAD 3's C8 18" �4's (d 6" 12" � I Lis o -SECTION N. T. S . DESIGNED BY. W. H. P. DRAWN BY. C. B. C. CHECKED BY. D. C. APPROVED BY : D. C. DATE: 12-1-88 -*3TIES PIPE VALVE & FITTING SCHEDULE ITEM QUANTITY DESCRIPTION A 2 16"x16" D.L TEE, FLG. B 4 16" AWWA C-504 BUTTERFLY VALVE, FLG. C 3 16" D.I.P. SPOOL PIECE, FLG. D 1 16" STRAINER, ROCKWELL OR APPROVED EQUAL E 1 16" TURBINE METER, ROCKWELL MODEL W-10,000DR OR APPROVED EQUAL F 4 16" D.LP., F.E. x P.E. G 2 16" FLEXIBLE COUPLING, DRESSER STYLE 38 OR EQUAL H 2 16"x900 D.L BEND, FLG. Engineering & Environmental Consultants 888 West Belt Drive South Suite 200 Houston, Texas 77042 (713) 781-8800 As-auiZ=r LA PORTE AREA WATER AUTHORITY SURFACE WATER SUPPLY TRANSMISSION FACILITIES MASTER METER a PIPING AT S.E,W.P.P. SHEET NO. 52 OF 55 SHEETS FILE NO. 10790 NOTES I. ALL COWOUIT SHALL RE HOT DIP GALVANIZED RIGID 5T6EL , ALL - _ CONDUIT CONNECTIONS 5HALL PEE MADE KITH MYERS HUBS OR OTHER THREADED CONNECTIONS OR CAST TYPE GONnULETI% NO + ` LOCK NUTS AND OU51-IING5 ARE ALLOWED • ALL JUNG'TIoN F3oXE5 x \ SHALL BE NEMA 4X. FENCE 2. C7ROUNDIAI6 5HALL PEE PER THE NATIONAL ELEGTIZIG CODE W1 4 MIN. BAIZE CGPPER WIRE IN EXPOSED AREAS. CONNECT TO EXISTING I C7ROUND SYSTEMS OR INSTALL NEW GROUND RODS AS RE-0JIIZED I 6° L.P.A.W-A r WATER SUPPLY �\ 3• ALL OUTDOOR RECEPTACLES 'TO INCLUDE GROUND PAULT F120TECTION, \ \ 4. ALL PLANS g OF -TAILS ARE SHOWN OIgGRgMA71CALLY THE CANTRACTOR. FENCE I I / i"GIT H IZ \\ 5HALL 5S RC PON51BLH FOR THE FINAL ROUTING � LOCATION OP ALL r , / EXISTING I 'I"C,6-a/c#16,•TW. PR. SH. \\ CONDUIT EauirMENT• ALL. LAYOUTS � ARRANGEMENTS ARE 5UBJECT TO APPROVAL RY THE OWNER . 2 PRE55URE- TANK , . - W METER j CONTROL x + \` x x /5EE `•TYP EQUIP. LAYOUT" DW&t55 LU METEIZ c CONTRoL W / SEE "TYP EQUIP _ Q I LAYOUT" J I _ z x QWe * 55 CAN?. BLOC cc • 1-- (EXIST) IX Cl OROUN o � 1 STORAGE "G, I K 12 I 1 p / TANK EXIST. i"G,6-Z/G#I6 I / 0.r / PRE5SLIR6 - K 1 TW. PR. 51+. ( / TANK i EX15T- �� Ix Q i r OFFICE EXISTING I F3L9C7. GROUND STORAGE''c-c--@I I / / / ' EXI5T. ; I TANK Exisi / ( i 0 PUMP BI-00 { x WELL +j 1 80' DRAINAGE EASEMENT -- '-- l_ --- HILLRIP&E. ROAD BROOKIGLEN (DELIVER`( POINT A FAIRMONT PARK DELIVERYPOINT B SCALE: I" c 30 - _ --------- SCALE: I' =201 II) N N LlI i X Y. x 16" L.RA. W.A.' METER 1 CONTROL WATER SUPPLY \ �� SEE "TYP. EQUIP LAYOUT" wb 55 I / I FENCE METER t CONTROL SEE TYP• EQUIP. LAYOUT" \ K DWG SS EXISTING GROUND I EXISTING i Q STORAGE STORAGE w j TANK I ! TANK p F — EXIST. U' WELL i F I"C,6-2/C#I6 TW PR. SH. — _ — - -_ --- ---- --- — ,8"L.P.A.W.A. J' EX15T. t3LDG. WATER SUPPLY N 1"G -I M I2 I ` I"G,6=2/G#16 TW. PR. SH. u • I x FENCE � X I I MAIN ST. 200% L AS 25TH STREET DELIVERY POINT C CITY OF LA PORTE DELIVERY POINT D N.-r-S • SCALE'. 1" = 30` DESIGNED 8Y: ��PlE*OF LA PORTE AREA WATER AUTHORITY SHEET NO. 53 DRAWN BY: ��- �s •••""'•�� ESPYHUSTON(� /`ASS I1" IN SURFACE WATER SUPPLY TRANSMISSION FACILITIES J. LARD CHECKED BY' . : •••••••••••• ••••: -• / / BROOKGLEN FAIRMONT PARK . 39983 O: ,�o�9�c1gj�P��s.� Engineering & Environmental Consultants 25TH STREET AND CITY LAPORTE OF 55 SHEETS APPROVED BY: F ,8i .. °""` DELIVERY POINTS A B C & D ELECTRICAL FLE NO. � /`;0 88 10790 DATE : ' w>Q .�D, 1� NO. REVISION ®Y DATE 888 West Belt Drive South Suite 200 Houstom Texas 77042 (713) 781-8800 37-/793 Ia' a x X x N i C FENCE. 10" L.PA.W.A. WATER 5UPPL 1 X EX ISTI NG GROUND GEa 570IRAGE TANK EXISTING I I - l I GROUND EXISTING 570RAG E GROUND METER c CONTROL - TANK STORAGE 5EE "TYP. EQUIP. LAYOUT"• w x : TANK �� DWG i1 55 C4 x --- METER 6 COWTIZOL 7�12 5EE "TYP. EOUIP LAYOUT'1 r �I"G, 6-2/c#16 TW. PR- 5N. OW& 4,55 EK15T I I '5, EXIST. 5LDG. 5Lf)G. ,1 l I"G 6 Z/G#IG TW PR. 5H- EX IST. x WELL x I- MAIN 5T• G" L. PA.W.A. i WATER SUPPLY 1 FAIRMONT PKWY. NIORGAWS POINT DELIVERY" E GITY< OF LA PORTE DELIVERY POINT 5GALE : 1" 20' SCALP-, I.. _ 20' ' N FUT. GROUND STORAGE TANK METER; E CONTROL _ 5EE "TYi? EQUIP. LAYOUT" DWG♦ 55 t . 7' METER ' CONTRO\' - - -- \ ,� L 5EE °TYP_ EQUIP. LAYOUT \ \� DWG 9 5.5. t / \ 1"G,6-z/c16 "rW PR• 5H. \ j 6" L.P•A,W.A� IX Ex15TING E,XI5TING I x 'TO PANEL. IN NEW / ( (WATEK TOWER n i 1 WATER 5UPPL`f I GROUNn y rurlr 5�.Pv. (hY OTNERS) i� \� / 1 ± STORAGE TANK i FENCE — EXIST. ELEV. � TA N K _. I EXIST. Q EK IST. WELUj T. FENCE / '_--T-8" L.P.A.W.A / WATER 5UPPLY w 1"c,6-z/ci0lb TW. PR SH EXISTING PRE55URE TANK O / �Q� /! r 0 REVISION BAYSIDE TERRACE DELIVERY POINT a SCALE : W = 30` DESIGNED BY: DRAWN BY : L CHECKED BY'. APPROVED BY: I UL> DATE : �11a� SHOREACRES DELIVERY POINT H 5GALE . I"= 20' ...�..:. S EY, I"ffUSTU11`N-& ASSOCIATES, INC. J. LtARD 3's�oo Engineering & Environmental Consultants QSB 888 West Belt wive South Suite 200 Houston Texas 77042 (713) 781-8800 mlea m - LA PORTE AREA WATER AUTHORITY SHEET NO. 54 SURFACE WATER SUPPLY TRANSMISSION FACILITIES MORGANS POINT, CITY OF LA PORTE, BAYSIDE TERRACE AND SHOREACRES DELIVERY POINTS E F G Sk H ELECTRICAL OF 55 FLE NO. 10790 SHEETS a7-i743 z C D I� U m w Z ¢ o a o z w m m 'z � _ m o 0 Q ® o o � z i m- a 0 FOR BAY5HORE M . U. D. DELIVERY POINT v ONL-Y BY OTHERS "R"'N-'3' BY L.P.A.WA, I CONTRAG-TOR 1 I 150W. HIGH PRE55. 5001UM LIGHT FIXTURE, VAPOR PROOF, III PENDANT MTD, C.H.GHAMP 12' NUT DIP GA LIGHTPOLE.(3�� EXISTING 1 -i EXIST. CONTRQL BL-DG. - (� TO HOTOGE RECEPTACLE TRANSF, Lam• PAW. - P LL 2W, 3P VALVE CONTROL- -' _ PRE5. CONT. 1 4-20 MA INPUT (SET Fos jTION) y I - PRES. IND. TRANS. (PIT-200A 6) VALVE '/ i 4-20MA OUTPUT (INDICATE POSITION) �L (PCV-200) TO TEL. PNI<. PNL, 4-20MA OUTPUT TO . / GKT, TEL, PNL. (TYP. Z) BKR, FLOW CONT. VALVE (FGV-200) FLOW I ND. TRANS. (FIT- 200) F�c15T , ( ) P hI 6-d LEVEL TRANSMITTER COMPL WIREWAY I 4- 20 MA OUTPUT _--J i0 TEL. PNL. rt, ( r 9-2oMA INPUT To WORK H-O-A SVVITGFI� I 7 T28 —JI TEL. PNL. 5ECT1 FLOW ELEMENT (FE-ZOO) W/ACC I"C'G-2/cfF16 TW• PR. 5HLI) NEMA 4X t _ V4':C, 2* 12 TO JUNCTION f30KE4. -- I I HEAT TRACE I"G, I-2/c*IG TW PR. SHLn `I ( AS REQ O I 1 IL FOR DELIVERY POIN-c, A)(3,G, D,EjF,G E H. PR POSED TELcMETRY co ROL INTERFACE ANcJ UPS 5Y5TeM CONDUIT AND CA1 LE TO Sx ,_r TELEPHONE CL05ET �. s (PRINTER ON 5-jANU BELOW TEL. PANEL � DESK CHAIR C/ TER 5TATI ON ',., LIGHTING c ONG RECEPTACLE5 -55ORIE5 ARE EXI57ING CHAIR G MASM N 6TATN7N AT SaWrP Pff -106m) PAw-mak4pm) PZ-100 PAR-100E(OI). —o-4 6ROUN0 GROUND 67DRA" TANK STOIM.6a TANK F&WO PI -to" ft-S00 PI-5006 PR-900(011) fp-tOOA (AX) MR PI1-30004 AOt-SODA (AI) OVLK PIT-U*O*V PQ-9006 (AO) FLOW PR-00011" F01-5006 (Aid FLOW rZ-200A PI-200c R-900A rZ-S00c POI-20D LIT-UM(AI) POFSSpOOOp� LIT -WO (AI) ) 200a(01) / MR-t00► ��I m-}Opa(DII PPR-SOOA1 OEUVER7 POINT A OEUVERT MINT E 5POOKA4.LN FAIRMONT PARK R, f -GOO PZ-6006 PR-GW(AI) M-GOOA(A% 017-60011(4) fa-6005" PZ-600A PI-600G fOI•GOO UT-600(AT) PR-600"l) PPR-6008(01 PMfOOA (UPW (DZ) OELNERV MINT E NOR&AWS MINT I OROtNo \ STDRA6E TANK r70p PI-1000 I.700 (JAM F00-700A 041I f-70OA(AI) PCV-700000) 1-700A PI -TOOL N-700 6IT-700(AZ) I-70011103) PfR-700a 0%) wvqA-.1 OZUVERY POINT P c17Y OF LA TORTE — 6ROUNO GROUND STORA66 TANK STORA69 TAPIR 400 PI-dwe FE-SOO �PX-SOD® 400(041) FIX-400A(At) OVRR PIT-SOO(AV FCWSOOA(AA OVER 400A()11)PLV-4000(AO) FLOW PIT-SOOAUL FOI- SOON (AQ) FLOW 400A PI-400o n-SOOA PZ-800L 400 LIT-400 CAI) FCWSOO Lff-f00(AI) ADDS" PPR-4006(D2) PrT400 U1) PPR-se"(02) -4QQA(UPS)(01) PPR-500A(UPq(0% — - OEUVERY POINT c OELIVaRV POINT O 1572 STREET CITY OP LA PORTS PE -Goo PI -was PR- 500 UD row 90OA (AA PIT-80W(A7) Kv-8009(AO) n-8OOA r1-soOc P01-800 LIT- 900 (AI) rR-BooeUt) PfR-s0os(Dl) f7R-800A(Wa)(DA OtUVERY POINT (b WATSIoa TeaRAca 604U O SIORAGS TARN( 900 R-INTO• 900(AI) far-sOOA(AT) 900AG1) NOi.�(AO) m 900A ri-SOoa • 900 LIT 900 (A7) . =5 9006 (At) MRsim-90mov mos DELIVER( POINT N SNOREACREs - — - P TO TAG NUM8ER5 SHOWN FOR DEL. APT. A HALL;_ 1. °. o--a—S LEASED TELEPIWNL LINES -. (cw PLR SITE) - - TYPICAL EQUIPMENT LAYOUT CENT(RAL,CONTROL ROOM N-7.5. I CONTRACTOR TOMOUNT EQUIPMENT TO SU17 .T65` 51TE -,- 5GALE'• 1/21' = I'-O'I ;< AT $AYSHORE M.U.O. THE L.RA.W-A. CONTRACTOR WILL-05TAIN POWER LOCATED AT LA POFzTE PUbLic WORKS 8011-12ING FOR THE LTG. PANEL FROM A' MAIN GGT• PANEL INS-rALLED BYOTHERS TEL. EQUIP. UP5 5Y57EM 1"G, 2-2/c * 16 TW. PR.. SH. SUPPpRT• TO SERVICE POLE 6uC __FOR TELEPHONE 1 -�- -- __ .-- 00'/0 - OVE0.F(GW ELE VAT(ON (HOT DIP &ALV. %� 987o HIGH LEVEL ALARM — 96%-`FLOW CONTROL VALVE- FUL(Y CLOSE 150W H.R SODIUM � LIGHTING PANEL TO SERVICE POLE. 80/0 -FLOW CONTROL FLOW RATE TO DESIGN FLORATE r FIKTUIZE VAP.: PR. �— G GKT , NEMA 4 OR 'TO LIGHTING? PANEL 150/0 - Wsu PuMPs OFF PENDANT MTO f k IN5TALLE.D BYOTHE.95 "--PHOTOCELL 60%- WELL PUMPe oN SEE APSOVE ' � E H-0-A SWITCH G.H. GHAMF _I 40 /o -WELL PUMP OfP RECEPTACLE 2W 3P 4SOV INCOMING 5E RVIGF: 50•/0 - FLOW CONTROL OPEN TO DESIGN MAXIMUM RATE ( _� . '.. - REINF. GONG.. PAD 20•/e - LOW LEVEL ALARM ('T100APi b SKIS ( T.O. G: 4t1 ABOVE METER 5LAB) ( . I T MAIN (�► 0% - OISCONNEGT T PROP,' CIRCUIT BREAKER \ O R EK15T, .4480V P�WR. u5 ) FOL. RA- W-A. EQUIF; _ � iSAI GROUND LWEL. — _ _ 1 TYPICAL SY5TEM CONTROL SCHEMATIC I I ( II'C,341z I NOTL I ALL FLAW CONTROL VALVa OPP-IAA'TIONA(. ANn ALARM aLEVAT10Mb SHALL ea PIaLD VERIPIEO _ I THE OWNAND ILNfR 6 NNEEOURIHCONSTRUC7100L PROP. TRANSFORMER DY ER ALL SUCH ELOVATIONS SHALL ps6 ESUDLOHEv AS , ' 11/2 KVA I� I A PART OF THE SYSTtM •SOFTWARE. THE WELL, i --. 48oV PRI. PUMP *ON11 AMC) *OPFW 6L"AT0N5 ARM 5Ue6G5T6P -vyv BY OTHERS FLOW IND. TRANS. 120/240V SEC. F02 BAYSHORE ' —_— PIT 4-ZOMA 4-ZO MA (FIT- —_ PIPE TNLe wTO�L��PUUMP OPERATIDHALALEVath AWO T14EERb• PRE55URE FIT -�— RELATUP CONTRoLFi SHALL 96 DRalvgO PROM EXIST. 4SOV FD/Z — — —M.U.D. OELIVEIZ,Y TRANSMITTER - WOPMENT THAT 15 NOT A PART of THIS CONTRACT• TOE.a:T. ETxUir It' G12-#I'L _. POINTC7 ONLY, BY iA.W.A. CONTAC-T O R SPARE \_ ^ i 2 UP5 TEL. SPARE 0 1..4 0 YARD HEAT TRACE A' YARD LTG. ISOW H o-5 = ^' i0 REG 'YARD REcEPT. 0i - MAS I EIz METER STATION ION L -SCALE: sag"= I'-0l, Wc,sPB FOR DELIVERY POINTS A, F3,G, D, E, I:. (a i )} 5PARE —0 UP5 TEL. SPARE �O o-- SPARE TYPICAL EQUIPMENT SCHEMATIC 15OW "� A YARD LIGHT o— 5 6 �IREG YARD RECEPT. N.T.5.I CONTRACTOR TO MOUNT E4ZUIPMF-NT TO SUIT JQF3 SITE - -) • ', 480V INCOMING` SERVICE IS EJCfSTING A7'DELIV6RY POINTS A,B,CNEU, D, F H. - L - _ J ` A 8UI IL 480Y INCOMING SERVICE IS PROPOSED BY OTHERS AT DEL-. PTS, E � G. EQUIP SCHEMATIC- MASTER MTR. 5TA. oESOM BY: -�C S LA PORTE AREA WATER AUTHORITY SHEET NO. 55 oRaWN BY ,:• ESY UST Q eC �' ^ �ec ' 6 SURFACE WATER SUPPLY TRANSMISSION FACILITIES F ::•»•• ILtARO ® C r c I/ J & J J A C J crcKEo eY:t GENERAL ELECTRICAL DETAILS Aoveo er : Fes' .. •9�3M 4o::Q Engineering & Environmental Consultants of 55 SHEETS DISTRIBUTED CONTROL SYSTEM BLOCK.,DIAGRAM DATE : �i: I - AND TYPICAL SYSTEM CONTROL SCHEMATIC FLE NO. 10790 NO. REVISION By OATH , , 888 West Belf Dfiive South Suite 200 Houston, Texas 77042 (713) 781-8800 A _ 1 � 3T-t143