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HomeMy WebLinkAboutELEVATED STORAGE FACILITY & WATER DISTRIBUTION MAIN0 CITY VICINITY MAP SCALE: I" = 1 /2 MILE APPROVED BY: CITY OF LA PORTE m PORTE I AE, . TEX ZSPEY, HUSTON & ASSOCIATES, INC. Eflymmmentol Consultants CITY OF LA PORTE NORMAN MALONE, MAYOR GUY SUTHERLAND, COUNCIL, DIST. I MIKE COOPER, COUNCIL, DIST. 2 EDWARD MATUSZAK,COUNCIL, DIST.3 DEOTLS GAY, COUNCIL, DIST. 4 B DON SKELTON, COUNCIL, DIST. 5 JERRY CLARKE, COUNCIL, DIST.6 BOB MC LAUGHLIN, COUNCIL AT LARGE ALTON PORTER, COUNCIL AT LARGE ROBERT T. HERRERA, CITY MANAGER i NOTICE WATER LINE CONTRACT SHEETS: 1. 2, 4 THROUGH I I & 13 ELEVATED TANK CONTRACT SHEETS: 1.2, 1,12713 8 14 SHT. NO. DESCRIPTION 1 TITLE SHEET 2 PROJECT LAYOUT AND GENERAL NOTES SITE PLAN & ELEVATED STORAGE TANK 4 PLAN & PROFILE (STA. 0+00 TO STA. 22+00) PLAN & PROFILE (STA. 22+(X) TO STA. 45+00) PLAN & PROFILE (STA. 45+00 TO STA. 67+(X)) 7 PLAN & PROFILE (STA. 67+(X) TO STA. 86+(X)) S PLAN & PROFILE (STA. 86+(X) TO STA. 98+00) `) PLAN & PROFILE (STA. 98+(X) TO STA. 118+00) 10 PLAN & PROFILE (STA. 118+(X) TO STA. 124+(X)) I I WATER MAIN DETAILS 12 MISC. DETAILS 13 STANDARD H.C.F.C.D. DETAILS 14 ELECTRICAL SITE PLAN & DETAILS PRIVATE UTILITY LINES SHOWN �. toiGL �oiitlD(u (y & �O ENTEX,INC. G SO'..HWESTEPN BEL ELEPHO E 00. Vc- 'For Year Only ®One / HOUSTON LIGHTING 8 POWER CO. Approval Only for Crossing Underground Ductlines Unless Noted. Va'id for One Year Only LAPORTE WATERLINE PROJECT BENCHMARKS •aaaaa►aaaaaaaaaaa►a►►a►aaaafasafaalaaaaaaasaaaaa►aaaa►aa►a►►►►►►►a►►a E14-01 BRASS CAP W/ PUNCH MARK AT THE SOUTHWEST - CORNER OF THE INTERSECT:OtN OF NORTH L STREET AND LOMAX SCHOOL ROAD ELEV 23 57 (1978 ADJ) F15-01 BRASS CAP ON THE SOUTHWEST CORNER OF THE INTERSECTION OF NORTH P STREET AND ROBINSON ROAD 9 5' SOUTH OF THE SOUTH EDGE OF PAVEMENT OF NORTH P STREET ELEV 23 58 (1979 ADJ ) TBM 550-9-1 BOX CUT IN CENTER OF MANHOLE COVER OF THIRD SANITARY SEWER MANHOLE NORTH OF NORTH P STREET ON THE WEST SIDE OF ROBINSON ROAD ELEV 25 98 TBM 550-9-2 BOX CUT ON SOUTHEAST RIM OF SANITARY SEWER MAINIHOLE ON THE WEST SIDE OF THE INTERSECTION OF IGUSTON DRIVE. SAN JACINTO DRIVE, AND Pn IAWON ROAD ELEV 25 61 TRM 550-10-i BOX CUT ON THE SOUTH RIM OF THE SECOND SANITARY SEWER MANLMI.E EAST OF MONUMENT ROAD ON THE NORTH SIDE OF HOUSTON DRIVE ELEV 25 40 TBM 550-10-2 BOY CUT ON THE S01!7H RIM OF A SANITARY SEWER MANHOLE ON THE SOUTH SIDE OF THE INTERSECTION OF HOUSTON DRIVE AND PROPOSED OLD LAPORTE ROAD AT THE NORTHEAST CORNER OF LOVSIANNA CHEMICAL EQUIPMENT COMPANY ELEV 22 33 r P-nsso-i2-1 ROY CUT ON NORTHEAST CORNER OF 3 5' X 3 5' CONCRETE FOUNDATION FOR ELECTRICAL TOWER ON THE SOUTH SIDE OF OLD LAPORTE ROAD 1-5" WEST OF SENS ROAD ELEV 22 54 BRASS CAP AT THE SOUTHEAST CORNER OF THE INTERSECTION H15-01 OF SENS ROAD AND NORTH P STREET ELEV 21 58(1978 ADJ BEGIN PROJECT LOMAX SCHOOL RD. ( I EXIST. 12" W.L. r I , i RL PROP. 2" W.L. SHI LOMAX ELEMENTARY SCHOOL H.L.BP. AND EXXON GAS PIPELINE CORRIDOR STANDARD HCFCD NOTES CITY OF LA PORTE PARK AREA PROPOSED 500,000 GAL. ELEVATED STORAGE TANK (SEE SHEET 3 ) I Its'--- EXIST. 6" W.L. L. I GENERAL NOTES I. LOCATION SHOWN FOR EXISTING UTILITIES AND PIPELINES ARE R. CONTRACTOR TO AUGER OR BORE BY ALL TREES WIN DIAMETER OR LARGER APPROXIMATE CONTRACTOR SHALL CONTACT ALL UTILITY AND PIPELINE THAT WOULD BE DAMAGED BY INSTALLATION OF PROPOSED WATER LINE BY COMPANIES. CONTRACTOR SHALL VERIFY AND FLAG THE LOCATIONS OF ALL OTHER MEANS OF CONSTRUCTION. UNDERGROUND ll'TI . ITIT vS I AND PIPELINES PRIOR TO WORKING IN THE AREA. 9 PLATE OVER At1. BORF PITS FOR NORMAL. TRAFFIC USE. _ ALL UNDERGROUND LfrILITIFS SHOWN ARE NOT GUARANTEED TO BE COMPLETE OR DEFINITE BUT WERE OBTAINED FROM TI IF. RFST INFORMATION IR CONTRACTOR SHALL MAINTAIN ROADSIDE DITCH TO ORIGINAL OR BETTER AVAILABLE. CONDITION THROUGHOUT CONSTRUCTION. SIZE AND GRADE OF CULVERT TO ' BE CONFIRMED BY HARRIS COUNTY PRECINCT 2. T CONTRACTOR SHALL NOTIFY ALL IrIIL1T'Y AND PIPELINE COMPANIES A MINIMUM OF 48 HOURS PRIOR TO COMMENCING CONSTRUCTION. II CONTRACTOR SHALL PROVIDE SATISFACTORY SUPPORTS FOR BURIED CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION AND STAKING UTILITIES. PIPELINES. AND OTHER FACILITIES WHICH WILL BE EXPOSED OF EXISTING UTILITIES WITH NO EXTRA PAY DURING CONSTRUCTION. 4., ALL EXISTING WATER IINES ARE TO REMAIN IN SERVICE 'MIRING G. CONTRACTOR SHALL ESTABLISH EXISTING GRADES AND DIMENSIONS OF C(INSTRUCITON ROADS. DITCHES, CULVERTS. DRIVEWAYS. ETC. BEFORE THEIR REMOVAL FOR ' USE IN THEIR SUBSEQUENT RESTORATION. a THE CONTRACTOR IS FO DETERMINE. THE LOCATION OE At PITS IN '1111; 1111.1) SUBJI'(-1- TO fill: FNGINFERS APPROVAL. 13. OWNER TO OBTAIN ALL PERMITS REQUIRED BY HARRIS COUNTY, TEXAS PRIOR TO STARTING CONSTRUCTION OF UTILITY AND/OR CULVERTS WITHIN COUNTY n WHEN OPEN CUTTING STREET PAVEMENTS WHERE. NECESSARY FOR ROAD RIGHT-OF-WAY. •• INSTALLING WATER LINES. REPAIR EXISTING PAVEMENTS SF.F. SHFFT 11 OF 14 FOR PAVFNIFN"l RFSSIORATION D TAUS 14. ONE (I') FOOT CLEARANCE SHALL BE MAINTAINED HORIZONTALLY BETWEEN ENTER GAS LINES AND PROPOSED WATERLINES AT ALL TIMES. DRIVEWAYS. SIDEWALKS AND CURB DAMAGED OR REMOVED, SHALL BE REPI ACED TO CITY STANDARDS. CONTRACTOR IS TO MATCH THE TEXTURE AND FINISH TO THE ITEMS REMOVED (NO SEPARATE PAN' I INI.FSS NOT ON PI ANS AND HID FORM) SHEET 6 RGROUND CABLE ,) — _FERRY BOAT RD. (ROBINSON RD. 12" W.L. ROBINSON RD. E T Ir-- EXIST. 6-- W,L. FIRE HYDRANT XIS 2 W.L. • ,L AND VALVE (TYP) V �' C X O I- H , In z LAYOUT PLAN m U. SCALE 10= 2001 W z o ( I U) IU) • EXIST. 6" W.L. SHEET 9 S.H. 225 SOUTHERN PACIFIC RAILROAD — PROP. 12" W.L-— OLD LA PORTE ROAD_ HARRIS COUNTY FLOOD CONTROL DISTRICT. WATERSHED 5, BACKFILL TO BE COMPACTED IN NO GREATER THAN I FOOT LIFTS TO I MANAGEMENT DEPARTMENT, SHALL BE NOTIFIES) AT LEAST 48 HOURS THE DENSITY OF THE UNDISTURBED ADJACENT SOIL_ PRIOR TO CONSTRUCTION (71349440:50). A COPY OF THE APPROVED 6. CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATING CHANNEL CONSTRUCTION DRAWINGS IS REQUIRED AT THL'> TIME. FIAWLINE TO DESIGN ELEVATION AS SHOWN ON PLANS AND ENGINEER SHALL SUBMIT LETTER AND RECORD DRAWINGS TO HARRIS DOWNSTREAM AS NECESSARY TO INSURE NO WATER IN STORM SEWER *DRY` C COUNTY FLOOD CONTROL DISTRICT. WATER -SHED MANAGEMENT DURING CONDITIONS. DEPARTMENT. REQUESTING INSPECTION AND ACCEPTANCE OF ITEMS IN HARRIS COUNTY FLOOD CONTROL DISTRICT RIGHT 7 CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FLOW IN CONSTRUCTED (.F-WAY. PRIOR TO REQUESTING INSPECTION, THE DRAINAGE RIGHT CHANNEL DURING CONSTRUCTION AND RESTORING CHANNEL TO OF -WAY AND/OR EASEMENTS SHALL BE STAKED AND FLAGGED. ORIGINAL CONDITION. SHALL BE RESPONSIBLE FOR PROTECTING. MAINTAINING B. ALL EXCAVATING MATERIAL IS TO BE REMOVED FROM THE HCFCD 3 CONTRACTOR AND RESTORING BACKSLAPE DRAINAGE SYSTEMS. RIGHT-OF-WAY. NO FO.L IS TO BE PLACED WITHIN A DESIGNATED FLOOD PLAIN AREA WITHOUT FIRST OBTAINING A FILL PERMIT 4 ALL DISTURBED AREAS WITHIN THE HARRIS COUNTY FLOOD CONTROL SHALL BE 9. CONTRACTOR WMi THEASSLSTANCEOFTHEENGINEERIFNECESSARY. DISTR1Cr RIGHT-OF-WAY. EXCEPT THE CHANNEL BOTTOM. SEEDED AS PER HARRIS COUNTY FLOOD CONTROL SHALL BE RESPONSIBLE FOR OBTAINING ALL APPLICABLE CITY. HYDRO -MULCH SPECIFICATION ENTITLED 'HYDRO -MULCH SEEDING -OR APPROVED COUNTY. STATE AND FEDERAL- PERMITS. EQUAL, L' li15. DESIGNED BY. DRAM BY CHECKED BY: APPROVED BY: Dc- DATE 4 -2o- 90 EXISTING POWER LINE SYSTEM NOTES ,)(.ITION OF ALI. HL&P CO FACILITIES .ARE 4PPROXIMATF -. CONTRACTOR SHALL CONTACT THE UTILITN" COORDINATING iOMMITTTE "13.223.4507 OR TOLL FREE 18W-M9-8344) AT LEAST 4a HOURS BEFORE STARTING EXCAVATION TO HAVE UNDERGROUND FACILITIES STAKED. CUSTOMER OWNED UNDERGROUND FACILITIES (IF,1.NY1 ARE NOT SHOWN. 4 CONTRACTOR SHALL CALL MR. DOUG HARM I"13-e='S-30541 4ri HOURS IN ADVANCE MONDAY-FRIDAY. SAX) A.M. LW PM PRIOR TO ANY CONSTRUCTION NEAR HIGH VOLTAGE TRANSMISSION RIGHT OF WAY. WARNING OVERHEAD LINES MAY EXIST ON THE PROPERTY. WEHAVENOT.ATTEMPTED TO MARK THOSE LINES SINCE THEY ARE CLEARLY VISIBLE. BUT YOU SHOULD LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUCTION. TEXAS LAW. SECTION 752. HEALTH & SAFETY CODE FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR THINGS MAY COME WITHIN SIX Ion ITET OF LIVE OVERHEAD HIGH VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY RESPONSIBLE FOR SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL HL&P AT I213-74M, SHEET 10 END PROJECT EXIST 6" W.L. WATER MAIN CONSTRUCTION NOTES I ALL WATER MAINS SHALL HAVE A MINIMUM OF FOUR (4) FEET OF COVER FROM TOP OF PIPE TO NATURAL GROUND OR FINISH GRADE AND A MINIMUM THREE (3) FEET OF COVER TO FLOWLINE OF DITCH. UNLESS NOTED OTHERWISE. 2. MAINTAIN A MINIMUM 12-INCH HORIZONTAL AND VERTICAL CLEARANCE BETWEEN WATER LINE AND ALL OTHER UTILITIES UNLESS NOTED OTHERWISE MAINTAIN 9-FOOT HORIZONTAL AND 2-FOOT VERTICAL SEPARATION DISTANCE FROM ALL SANITARY SEWER WHENEVER P:JSSIBLE AND WHEN THIS CANNOT BE ACHIEVED, FCLLAW ALL ADDITIONAL G ADELINES AS SPECIFIED WITHIN THE -RULES AND REGULATIONS FOR PUBLIC_ WATER SYSTEMS•, ADOPTED 1998 BY THE TEXAS DEPARTMENT OF HEALTH. 3. WHEN CROSSING SEWER PIPE WITH WATERLINE ALWAYS CENTER ONE FULL LENGTH JOINT OR -FOOT MINIMUM) OF WATER LINE PIPE ON SEWER. 4 ALI BURIED DUCTILE IRON PIPE SHALL BE POLYETHYLENE ENCASED AS PER AWWA C105. 5. ALL CASING PIPE SH%:: BE WELDED STEEL PIPE (0.375-INCH MINIMUM WALL THICKNESS) k ALI. FITTINGS SHAD. BE PROPERLY ANCHORED AND/OR THRUST BLOCKED. 7. ALL 9.USHING VALVES OR FIRE HYDRANTS SHALL BE COUNTERCLOCKWISE OP-?NING. - ESPEY, HUSTON & ASSOCIATES, INC. ........ ........... eaLE a rr�B 46270 SST`•` Engineering &Environmental Consultants 888 West Belt Drive South Suite 200 Houston, Texas 77042 (713) 781-8800 EXIST. 2" W.L. --_ --�\ EXIST. 12" W.L. I I , y0 GN a O Z O� z 'W � 1 � I z O I EXIST 6" W.L. •O 9� ;o \ fro\ 1 I U) I m M -4 I I it EXIST. 2" W.L. SANTA ANNA 1 MATCH LINE THIS SHT. t, PORTE NORTHWEST WATER PROJECT • PROJECT LAYOUT :AND GENERAL NOTES OF IMF SHEETS FILE No- 1242T is N0. 1 REVISION I BY I 04T1: 1 1 nmi0 Ilpll� mm� nmia ROOF VEA/T (SEE-SAIT/Z FO,eOETA/L I. W N .4CCF-55 TUBE M O WjN 2In m RAIAJPROOF ROOF AAITCN WITH IAITERI02 LOCK- R4IA/PROOF ROOF A/ATCM WITH EKTE,2/OR LOCK TOP CA PAC AA/D OVER, ROOF ACCES_ TAA1K ACCE55 VEAJTILATIOJ HATCH 0 BOTTOM CA WP41.0 ree, 5 144 TC '. J'.. PLATFORMrl K-ff4->A1,V'r6-R"6 R/A/65 DIAMETER SHAFT 0'. LAD !7/5ER. P/PE W Ni OVE'RFLOkI PIPE TO dROUA/D i NOTE TAA/K STYLE MA PER COA/TRACT- DOCUA% FFEA TLI eF5 5,4OW" RE REGARDLESS OF 57-u SEE DETAlL\ I i DOOR ORA/A/ TO Ex/ST OiTCH TAAJK - PEOE5 TA L N T5 EkPAA/5/0AJ JO/AIT TAAIK WALL TOP OF CONCRETE FOUNDATION FL. 27.91 ,$T4LuL E55 STEEL /611OVERFLOW SfREEA/ IA/ FL4A16E gAJO ORA/A! P/PE� JO/uT PKOV/DE P'/PE 5uPPOTZT5 TWC (Z� MIAI A5 REQ'O SEE 5147- /;? FOR DETA/L -1200VA�RF1-01AJ PIPE //o"AIRS 6VvZ B"D/A FLOOR' E DRA SPLASH BOK GQA06dTANK c "Q oY a a . SEE SNT /Z v EL.2725 - n s;A FOR DETAIL .4 ".GONG SLAB + �PROVIOE C l ',/ & x&x W29xW�9 SLEEVE FOQ WO1'LN WNZE FA82/c 4'P✓C. DRA/AK n ' ALL FOVAJDATIOAI WALL PEAIAMAT/OA/5 1--DRYWELL NATGN W/rN /,VTERIOR LOCK. ROOF VE,UT ($EE SF/T /2 F0.2 DET4/L) TOP CAPACITY LIVE TANK-14' Kv T5 / PRESSURE / SEE DETAIL / 4 -Io" ABOVE Fi/Y. FLR. ELEV. NOSE 6/BB SEE -wr /Z • DET�� /L 1 2 G" d8OVE FLR ELE✓ <F/I% le" R/5ER P/PE C5TEEL ) INSULATED ✓O/NT KIT SLOP CONTRACTOR 5HA4.1- E .1T JAERIOR T4AJK FLOOR m� Y' 5LAB TO FLOOR DR41AJ 4 l` 1?15ER PIPE (D /.) / YWELL (A6CE55 To ROOF) 1 C4PACITY LIA/E lPE J PIPE M (TYP) '>2 000,2 ✓PE Ex/sT F-LsNCE 7-0 aE R'ELOCA 5.25' I"LAPoAtrff ­eLogo To ApP"ar TwAca On TSnK- TAAuK LETTERIAi6 DETAIL Al T5 FUTURE R.O.W. ACQU/5/T10AJ X X AFELGGCATEo GATE' /YELOGATEO FENCE X X x- 24 EXIST FENCE x TO /.3E PEMOVE/ A TO /. P. EAST- N.0 FC 191TC14 VOL. PC, 6407 578 6443 427 x 64 88 /ZO I A r DITCH kr 16.3 r ° W 4V iV OETAI L "A N TS Q 141 OK �+ )e J f� N0. REVISION BY 0 DESIGNED BY L • %c% 5. DRAWN BY : M. R• AU. CHECKED BY. APPROVED BY: O C OATS : 4 -Zo- 90 - _ — fE r / INGFGD /r EXIST, /3A PN TO BE 4f EXI 5-T L INE-!OTONE C)/SASSEMBLED SAL VAGEO 771 L REMOVE EX/SZ FENCE E CONST/A/EVV CNA//v LINK FENCE — -- /} -7 X GgTE OPEN/ 5 Id X Z4,17 :I N s- } SE6• /-'JET.4/L SEC. THIS SNT 2 bD A I lr 24- 92 -eOP. Z6 L.A= /B'R. CR �✓0. 1-5 fG"MIN COVER • �- CL TANK Oq ' 5P4A5F/ 80% SEE 5HT. 12 PO RETAIL X 24. 83 B•,' 4LOPE L—J XZ4.8i PROPOSED CHAIN _ 22 LINK FENCE, SEE SXT. lZ FOR DETA�L % SEX x PROPOSED 500, 000 6A L. ELEVATED STORAGE'TANK I �ct TauK FINISH GRADE e TANK FOUNDATION EL. 27.25 SLOPE AWAY FROM t TANK 7D EXIST. CsNO. °o AT PROP. FENCE HOSE a/BB SEE DETAIL Z SHT /Z FOR DETAIL k/L. TO TAAJK 'off OVE ✓Ou/T O/ P lr/L.Cow TRACrow REMA/A/DER DI.P. BY 2500 TANK COA/TR " EX / 5 T L /MEN T0,1/E OR/VE NOTICE: ALL WORK ON T14/5 SHEET SHALL 8.E BY ELEVATED TAAJK CONTRACTOR EXCEPT A/ATERL/At/E5 5N40WA I -ey IA/AiE94.1"E CONTRACTOR." BENCHMARKS E14-01 BRASS CAP W/ PUNCH MARK AT THE SOUTHWEST CORNER OF THE INTERSECTION OF NORTH L STREET AND LONAX SCHOOL ROAD ELEV 23. 37 (1978 ADJ) r15-0i BRASS CAP ON THE SOUTHWEST CORNER OF THE INTERSECTION OF NORTH P STREET AND ROBINSON ROAD 9 5' SOUTH OF THE SOUTH EDGE OF PAVEMENT OF NORTH P STREET ELEV 23 98 (1978 ADJ 1 26 I E)(15T LIMESTONE PARKINS AREA Z4' ro' 3' 3' S lAt/A L E SEC T ION N T5 VARIES /Z' /Z, o CRu5NE0 L/MESTOAIE jr DR/vE E PA,E'K/A/ev ¢ IJ12Wy (COMPACTED TO 95'✓e MAX. ?EA151TY) t Mai..: :..:..:• :-. z'/Ma 2 X SC4R/FY � REGOMPACT G"' 5U86RADE' TO 95% MAX- OEA/5/T y TYPICAL ORWY.-SECTIOM "A -A" NTS APPROVED: .�a. P&4.� Harris Couldy Rood Co�1 Otsvld 61a6/go DBDB x 5POT ELEVATIOU (PROPOSED) 1}{E ABOVE SUjNATIIFI -• .lu FOR ONE 11) YEAh um.t - '� OQ "' X PROPOSED /Z"PVC kLL. ( BY k/ L COAITRACTOQ) /A X T X x 5'TYp. X - 1 REMOVE EXIST. FENCE AND GON T. CHAIN LINK FENCE EX /5T FEA/GE E PROPERTY L IRIS / N NOTE W.L. CONTRACTOR SHALL NOTE•• COA 17APACTOAP TO CONNECT —FUTURE RGtk/. TEST EXI ST. FE/VGE TO O,eOP.. TA//5 SHALG /JE /Nc/�ENTAL To 5 / TE ACQUlSIT/OAI PW6 OR CONAIE TO PLAN OTHER FENCE /NS7-AG1-A7"/0N. ' AND FENCE "BY OTHERS" Ex/ST/N6 WATER LIA1AW SCALE.' 111= ZO' LA PORTE NORTHWEST WATER PROJECT SHEET No. 3 Engineering & Environmental Consultants West Belt Drive South Suite 200 Houston, Texas 77042 (713) 781-8800 SITE PLAN ELEVATED STORAGE TANK OF 14 FILE No. 12427 R V a r y t N e} 0 f O 5fa. 104?/. 53 5EE 514 T. 3 FOR v O 6.56"35'34,, 1,,0003 MORE DETAIL LEGEND V1 AREA. G.V. of BOX 0 2L2s' l fi x EXISTING k W 3 6t8lo 0 + I r - -- U) K K Z ---0 WATER LINE W/VALVE N 5TA.36 2-/2"x22/iz'BEAJO$] �Fnd rZ'[R s'rp Ri ?� IZ"x6"TEE 5T.4.Gf/5't ( --�-- SANITARY LINE W/MANHOLE rw 12, T.S., l_ F.H. b06, V.E66X .4 Q 151r10 1 e T a GAS LINE l wl VALVE G BOXTEE '3o'v.ncc ( I I I-'12"x4S"FIRE HYDRANT BENDS FndV2"iR(35'cf,5tao+4/5 5'Typ. /O'la, L.EA5EMENT /571 Typ. "xb"20'kLL.E45EMENT Y D ♦*I PROD? /2"P.V.C. k/.L. Property Lrne FM v2'/R� (NOR/z.� I I _ X I M . PROPOSED .-Exist. Fnc, O �� n — Q Q 01 C� L-- —---�- -- -- -----I- WATER LINE ----._-__�_—T"('3u7: . l Opr I Property Lix�-_ Exot}�4sph.�"a�� w FIRE HYDRANT ASSEMBLY ' FU 2LJ 15 R.O.4/. __._. __- _ - _ -- - ..• _ Base/me STA.$f95, 20'LT. I (9o'u✓,o� ACQ[Jl5/T/O,l/ � � GATE VALVE REDUCER L 1 ------ P--------__-----_- r--- Pro B/A. J� Z-'1•-_------------------1 �=56'42'/5` 5ET.5/e"r. CoiuTRACTOQ 54ALL I H.C. F.G. DJTCH C'OAJUECI' T!n EX/ST. ® _ v.a' I ( CV LOl-OGrPG. ,VOA77'/4 "L" 5T. 6" F/KE MAIN FROM 5CI4004 6LOG. e -i �'@sTq 6405 4Z o� � i 9 ,� s3 64b 3 4 27 ( so RO. ku. _� � � - ser+sg',.a - — 44'88 /Z0 4+s r... _. _ { -- - - APPROVE � � Te4.450 nmi0 Ilflll� T ,1 1- 116.V. 4809 u O /0,, 87: 50 -� 0 STA. fifti`. 5'LT /-/2"xG„TEE y + PROP. OuE.JO/A/T REF. POIIJT#:3 � 16'/ L2 z P k/.L. TO TAA/K 5fa. I6+Z740 i . 9 Base bne . 90'00'49" x x X x d �--�: z 5 Tvv. 3 Gt2o0. l2" RV.L. kl L. 120X 40" 8EAJP I �Fnd 5'TyP. 10+00 II NOR7N "P"57.' e wO ti 1 ( ti 0 tiW 5.w.adH rd. E _ 5' TyP. Fne �e^l R PROP.12" o�c. WL. 55 L.F. (80RECJ40K) ' If 5t,. f 16+111Z Ser 5/g"eR. 1RRIS COUNTY FLOOD CONT 4la 61go DATE HE ABOVE SIGNATURE In 4 J - (o" WET COAw. "' 2- eo"x466BEMP5 PP. l - V.418o1( I / '. /Z"X G"REPUGER 1' 1- ►2"x /Z" TEE Ex. 3"En/ex 6es Line 0 Crepe Myr+/e vvMr'i6es Meier MATCH LINE IL STA. 22+00 MATCH LINE EL STA. IT+00 REF. P0I1LJT4 __-r—_.T_.. r I _.. r r. T ___T-_______ r.--- ___T___ 7T T t i L_. 1 1 1 1 • , DESIGNED BY DRAM BY MR�I."�` ....T ESPEY HUSTON & ASSOCIATES .y L CHECKED BY : L. kl. S. �.:.:....»..»........{ .....'.. / DAtf 0. GONM APPROVED BY : O.L. Fss ,!sTE�.•�. DATE : �� N\NAL NO. REVISION BY DATli / INC. Engineering & Environmental Consultants 888 West Belt Drive South Suite 200 Houston, Texas 77042 (713) 781-8800 ®LA PORTE NORTHWEST PROJEC 12" WATER MAIN STA. 0+ 0 0 TO STA. 2 24- 00 22 SHEET NO. 4 OF 14 SHEI FILE NO. 12427 7 �Fnd 5'TyP. 10+00 II NOR7N "P"57.' e wO ti 1 ( ti 0 tiW 5.w.adH rd. E _ 5' TyP. Fne �e^l R PROP.12" o�c. WL. 55 L.F. (80RECJ40K) ' If 5t,. f 16+111Z Ser 5/g"eR. 1RRIS COUNTY FLOOD CONT 4la 61go DATE HE ABOVE SIGNATURE In 4 J - (o" WET COAw. "' 2- eo"x466BEMP5 PP. l - V.418o1( I / '. /Z"X G"REPUGER 1' 1- ►2"x /Z" TEE Ex. 3"En/ex 6es Line 0 Crepe Myr+/e vvMr'i6es Meier MATCH LINE IL STA. 22+00 MATCH LINE EL STA. IT+00 REF. P0I1LJT4 __-r—_.T_.. r I _.. r r. T ___T-_______ r.--- ___T___ 7T T t i L_. 1 1 1 1 • , DESIGNED BY DRAM BY MR�I."�` ....T ESPEY HUSTON & ASSOCIATES .y L CHECKED BY : L. kl. S. �.:.:....»..»........{ .....'.. / DAtf 0. GONM APPROVED BY : O.L. Fss ,!sTE�.•�. DATE : �� N\NAL NO. REVISION BY DATli / INC. Engineering & Environmental Consultants 888 West Belt Drive South Suite 200 Houston, Texas 77042 (713) 781-8800 ®LA PORTE NORTHWEST PROJEC 12" WATER MAIN STA. 0+ 0 0 TO STA. 2 24- 00 22 SHEET NO. 4 OF 14 SHEI FILE NO. 12427 7 nmi� nun0 ������� nNnO i = N " Z r it N .9. F I /Z /Z G.V.EBOX 1•!o TAP Z PLUG 2 0 O /-/Z'x6" TEE /0 L.F. - 2" SCN 40 PVC F h v O /-G 1dETCAUAIECT ,n '"''"Tco-14iI- EXIST. l✓L.ON DEAF Row.7 SM/TN 0R. /S Z'/ Z-&*,X9001BENO �'� '{��seT vK wra_ �Saa4s �• Ex. /2"San. Ex. /Z"S3n. Ex. /Z" 5en. /-/0'ac/Z"TEE B>se�A.n -Y--'•� ca ---- LER ^nA } 7 r (60 �PO.6eL) L Ex,Sr n. FERRY BOAT R04D C R06M1Ji0A/ RO.,enne ) l - /Z"G. V 4,80X K � ,� Ste. 46+4Z 97 / r Qsf 68 Z 4z , I-G k/ETCOA/t/ECT µH Q' Asvh li REF. Poat 09 W 4'GL.Fnc.r. Fds/e'2 T�"i rF-,Edx7s.75e^Ex.C'GVC.k/L. 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IMPU D. 6N�R / - / - 4 APPROVED BY : 0C•P�6 engineering &Environmental Consultants 12" WATER MAIN OF 14 SHEETS W sCIST6p 4-20-90 bti;vNA..6T+00 FILE NO. *'` � STA. 45+00 TO STA: REVISION 8Y DATE GATE 888 West Belt Drive South Suite 200 Houston, Texas 77042 (713) 781-8800 12427 a f ch, IIINI9 z o c. O N o v3j fu m O b ti h h O ti G> p' ta, ry p HOi/STO�t! DR/VE (G,O /?o. w) a Q i xso lZE F Po 1 IJ T 1 ig5�a. 7445762 ifw I Q Fnd. 314' LR rN lPok/. -- 'Fnd / Q /2" l.Q. LB3rbed k/iin Fnc� ) _ � Z' — .27 STA. 61}Fnd. //2"LR Pinch %p Prx. I I Er. 'lE—�GKCd3 L/ilG ZG -sm. � /2/16. V EBOXPROO /Z"P.VGW.L. © -'hrw S81 GKSU.750-00t75t /-/Z"xlZ"TEE Y4 6GV _/-FN• 1-/2"MPPEDPLU6 1-6"6.V.f80X /-.�BoX Se urn=eA�a /-2"1-2"690 BEtvV Ex. 4" Force .Main /g'TyP. NOUSTOAJ r%y OrZOA2 % O��.'(.�' hk R� i` BaineX le/ a Sfi. 8447Gi99 �D Ash 0 SCrex.uAm 47*50_605 -"G r h�. y 7@8+5Tz4o.. 3m Ex Exxcv/P.pt/ina�F 5'"ELIVE yJ�Ex.8'Sen. Z. o� nd. 5/8^\GbCE m Y N LIFT SfAT. Mu z U r • • :y; �• "'1' :k t • 1' Il:w O X m AQ CO \ s Ali vv �Q �IN vi vwTo WTYof � x cooPnnamcs. x c N REF. PDI ICI T # 13 83 "ESPEY, HUSTON& ASSOCIATES, INC. DM a... �.. 9:.9�4070��` Engineering & Environmental Consultants � �FSFcry�p�6�ir ON;�E� 888 West Belt Drive South Suite 200 Houston, Texas 77042 (713) 781-8800 - w x NOTE: CONTRACTOR SHALL TAP EXISTING SERVICE LINES FROM ABANDON 2" WATERLINE INTO PROPOSED 12" WATERLINE ALONG OLD LAPORTE ROAD. NO EXTRA PAY. 12ft WATER MAIN ` • • TO • • PRIVA I HUTILITY LINESSHOWN m OF 14 SHEETS FILE NO. 12427 WIRE I IIIIII� 1111119 ramie nuns nmi0 Millie NOTE: v + CONTRACTOR SHALL TAP EXISTING SERVICE LINES FROM ABANDON tiQ Q W 2" WATERLINE INTO PROPOSED 12" WATERLINE ALONG OLD LAPORTE ROAD. NO EXTRA PAY. 0 0 0 m STA. OW 00 t l- F.W. l—/2'�xlo"TEE I2" ISOL4T00Ck11 6: O $o.+fAe�n Pgufie R.Q. (/00'ROu/) 0 0 t m _ CAO - — _ W — Z �� PROPOSED /2"oVc. /.ALL. /o'sk/aT TyP - 20' 6ULF O/L CORP EASEM&t/T r-1 EA56 ME.vT — — "l`_ Fnd.:sY4" I.R. y 0 0 a) m �I���1 I�i IIOIIII�/■�■�■ ill '�H�EE•f�■I�..tfii�l� ■I■� III■�� .� ro.r. nrai,o�1�� u��■11 �' �rp�Ww,�Clp■e�•■1■ it ■ ■■n�H■au�.� .�■ �+•wi - - - _. r A. r _iJ_F-SM64. C:A)SW4 609RIVOR F h v!^ > > 4 i i I 26 IVA7L./RA4 6A147UA/0 4545EL./A/E 22 86 COAJTACT MR. 90M/A/60 laU7r'1E,effEZ AT 4 70- 4486 AT LEA57- 48 //alb PR/OR TO C0A/5TRUC7'10A/ /AL EXZ0AJ PiPELIA/E• EA5EMEAJT. REVISION Ex. /2"RCP. �` n r. n . 88 89 DESIGNED BY. L. A/ S. DRAWN BY : M. R. A/. CHECKED By. L. A U-5. APPROVED BY: D.C. DATE BY DATE PROP.. /2" P-V.C. UI L . LT.15TA. 9/4 T E 0 • NL.EP UT/L/TY UN" L 5T4. 94t/5 t /- F. H. / - 4 "6. V EBOX l- /Z"x 6"TEE — ■.uuoo.0000.ol • • / / i P/OEL/AIE OWAJER5� 5/ZE E PRODUCT to EXxOAj- IZ"-OXYGEN 13 EXKCV 2© EXX.OAJ 3© EXXOAJ ZO W4fP-4"-OR0PAA1B 4 AIR P900UC7'5-8"-N/TR066AI 26 EEXXOAJ ® EXKOAJ 8 ARCO-4"- /50-BUTAU9_ 1� AMOCO-S" O ®SEAGULL-/O"-PROPYLENE 5EA6uLG-0— ETHYLENE ® ® Exxov OXY-8` ¢ ARCO-b"-ACETONE lob DOk! O 4RCO-4"-P90PY1_EA/E i7 EXXOAI ® I INOE- l6"- OXYGEN 41 01CY- 6- © OOk/ >f0 LIAJDE-//."-AI/'rR06EN •It OXY- &" 07 SMELL-8"-ETHYLENE �OOk! i, 5EA6ULL-0"-PROPYLENE 4 CRE✓ROAI-l2" AAAN0A-4" OEXXON 3Z Ale PROOUCT5-4"-NYDR06EA1 AMOCO-/Z" MOBIL- 0"-ETHYLENE 4 NL£P UTILITY TiJNA/EL ?a ARCO EAITERFKIZE -S" CT��J BICq 3-1Z"-OxY6EA/ 8 ARCO 34 EAITERPRIZB-b" 11 5EA64&L-/0"-PR0PY1EA/E © ARCO © EXxom l2 EXXON ® LWAR - eo"-ETNYLEAIE O EXXOAI I. 460 L.F. -STEEL EAICASEMEA/T All SPACERS 5EE 5,# !/ FOR OET4/1_5 90+00 91 _ 92 93 94 - 95+00 N ioIf F14. .I.UIL 56ALE: l" _ 40' NORIZ. 1 - 4' VERT. 96 97 98 LA PORTE NORTHWEST WATER PROJECT SHEET NO.8 ESPEY, HUSTON & ASSOCIATES, INC. Engineering & Environmental Consultants 888 West Belt Drive South Suite 200 Houston, Texas 77042 (713) 781-8800 26 22 14 12" WATER MAIN OF 14 SHEETS STA 86+00 TO STA. 98+00. FILE NO. 1 242T nmi0 IIIIIIA t • �IIV� A -del MI • :r: ..r o STA. 10140Ot 4 ti U 140 — o /- F. o ' s > 5TA. /064-00f o /-G"G.V.EBOiC 3 3 - l-/2"x6"TEE o !-6'G.V6BOX Southern Pacific RAP.. 1-12"6.VEBOX a 4444.F. STEE[. G45/t/6 STA. /00 t 20 - - — f - f2"x' !o" TEE STA. 105 * 71 O !' /2 "x !o'' TEE 0 �. OD o 4'Typ. LShe// RC. /0'Typ. Ex. gsph. Ex.2"PVL. k14. .. x z 7 "TO BE AB4it/pO,VED" OLD LA FORTE ROAD (60'R.O.W.) PROP, l2 P.V.C.W.L. Ex.G"Pvc.wt. Base/iiAC 1 _J .00' GULF 0/4. CORP. ¢. E+c. Entex 6asL ne BE ABAMDO.t/ED" _ EASEM6Vt /0' 5.klB.T EMENT r" 6 — — Ex. " ' Z" Z. (� 8 Sen. "— — — Ex. 8" 5� r' Q ed. k/. — — 1 Ex /0"San EXISTING A/OTE: 60A/7RACTOR sNALL-A7mwo✓EEx/ST, EXISTING NOTE. AIL. z & „ ". / Ex. the vrorr Plpe - �� � Ex Texas EaSfern P'pe CONTRACTOR SHALL TAP EXISTING SERvicL LINES FROM ABANI�N F.f/.dls.V.� APOROX. STA. /05•�SO(PLt/G � i (SALVAGE NYDQ4AlTS i 2" WATERLINE INTO PROPOSED 12" WATERLINE ALONG OLD LAPORTE — r - T — ----T— r ——r----r--- --__.-------- ----__, 11ALVE5 E_ F/TT/A a5 FOR C/TY.) r & n RnAn tun FYroe cev 5TA. ///450t _t h k of /-(o"6.V''Box 3 a o_ o O/S FROM BASELINE QD DUE TO EX/ST. !o" G✓ L. 0 W � _ — z J � TYP PROP 12 " P V.C. Al. L. ea 11, — OLp LQ POJQTE ROAD '�160'R.O.k/.) Q ? G 2" 6 ' Ex. /O"San. _— _. NOTE: COA/TRACTO2 59ALL REMOVE Ex/5T. 1VV 6"G.V.E80X Southern Pgeibi R.R I V f 108 c * wIf QL h QL ZOL.F. -5TEE, L C45 o QD 1 1 1--�_7 F•- --1 6"PVC. k/L. ' BE ABAdIDON " - W Exist g3ph•� lO' 5k/.B.T EA5EMENT Baselli� % z 20' GuG F 014 .J CORP E�o5EA1E/VT X el CHECKED BY: L.Lt1.5. J:7 V ® �JI E 1 I �.!' vI�! Vc / \✓J�JUI/ �' t�I I I \Ue 7.........I............»» . . DAU+0. APPROVED BY oc. 90 �'ro'o%W Engineering & Environmental Consultants 4- 20-90 t4a!ys�IST£P���a DATE H : k../OLE 12" WINTER MAIN STA 98+00 TO STA. II8+00 M REVISION BY West Belt Drive South Suite 200 Houston, Texas 77042 (713) 781-8800 OF 14 F" "0- 12427 n�n0 IIIIII� Y11110 REVISION PLEASE CONTACT ALL CONCERNED STA. t22f00t PIPEUNE COMPANEICS AT LEAST 0 a a Q 48 TO 72 HOURS PRIOR TO ERCAVA'AON OIL CONSTRUCTWN o O a l - /2"tcea, IN VIC3N2TY OF 7CHE FlIgUI dES. / - & "Ca V. E80X 5outhern PacifiL R.R. O 0 Ex. G"PVC. kLL Jilin 6nfev N. P 8 ^ eves Lna + 20' 6uLF O/I CORP E45EME.ur "%O BE 46rAA1P0AJE0" /O' 5 W 8 7-EA5EME1Nr N -- — al PR t2• �— T— _ r_ W Z_ J PO OLD L �l k'T6 R0.4D (60'R.O.LcI.) Ex sf. lo'ryp. As h.� 88se/ix f P = H r — U z" a Ex BnYr x Gas L ne / '� s w sell r — Ex a'/P✓C. id4 . NOTE: COA/TRAC'TOR 51441-1- APEMOVEEXl5T /Z"X 12' TEE 2 - /- /2"PGU6ECLAMP F./I•E4.V.,APPAPDX.5TX /ZZ4Z4(PWe7 /-IZ'xG'REAKEA? EX/5T.6'VAGE<ORCITY) IIE'reoGt/E[T DESIGNED BY: DRAWN BY: - CHECKED BY. APPROVED BY DATE q Ste. 124,too .. . :. ♦ « _. � .... . _.. a �\... �... t 1. ...>, � _.. ! � ... � {. l e , ... . , . .. , ffff i 1 1 � t# Ex. l<'PVC. ikLG _ ♦ , a + t 121 122 123 124 1. Al5. ; .... , EOF M.I?Aj. .AP DALE 0. CQ .......462" L. A15. D.G. •;Q 9.. �'�s!6fiA 4 70-90 ESPEY, HUSTON & ASSOCIATES, INC. Engineering & Environmental Consultants 888 West Belt Drive South Suite 200 Houston, Texas 77042 (713) 781-8800 1 r • 12" WATER MAIN STA. 118+00 TO STA.124+00 SHEET NO.10 OF 14 SHEETS FILE NO' 12427 nuns nmia nmia IIIIIIA nn� nmia mme PAVEMENT RESTORATION DETAILS (STREETS DRIVEWAYS a SIDEWALKS) ( WHERE BORING IS NOT REQUIRED) NOTE THE COST OF ALL RESTORATION OUTSIDE OF THE LIMITS SHOWN, SHALL BE MERGED WITH THE COST OF THE PIPELINE ITEM. SEE PAVEMENT RESTORATION DETAILS C 1 1 MAX. PAYMENT WIDTH FOR SEED ---------------------------------------------------------------------------- %- RESTORATION = 0♦4 NOTE: BASED ON CONCRETE SPECIFIC WEIGHT OF 150 PCF.FW/EME--�/ NT ®BASE EXISTING PAVEMENT FINISHED I ) FINISHED GRADE PLACE CEMENT STABILIZED LOW - �. _... K 4'-_fi' R.O.W. GRADE OF PAV NT SECTION MECHANICALLY HAND 4" CULTIVATED SEED BED. FOR LOCATION � FLUSN VALVES I C.I. VALVE COVER TAMP TO 9S°K AASHTO T- DENSITY. i REFER TO PLAN B PROFILE ISO N"x G" THU. CONC. 1 BACKFILL OF SUITABLE EXCA181TE0 8U►E PIPELINE LOCATOR TAPE ( HYDRANT TO K MINTED PAD W/3 04 BARS E.W. WITH ALUMINIZED LAYER. Ni MATERIAL AS APPROVED BY THE ENGIN9ER .WITH WATER" LA PORTE STANDARD COLORS w ; i1 ', TO BE MECHANICALLY COMPACTED IN 12 LIFTS TO 90% T SELECT BACKFILL OF MAX DENSITY ACCORDING TO AASHTO TEST HYDRANT To BE SET PLUMB _ < 11 1 CLAS AA BEDDING MATERIAL (CEMENT STABILIZED N METHOD T-99 MERGE COST. - ; NOZZLE TO FACE STREET / _ 2 Sr N HYDRO -LOCK INSTALLED ul o SAND) MERGE COST WITH POPE. �� • •� •� • • l CLASS A BEDDING MATERIAL (SAND) MERGE COST • ° WITH PIPE. EXTENDED STEM W/ 2" D=EXTERNAL DIAMETER • • •.l�+ AWWA OPERATOR NUT • 7 A 0=EXTERNAL DIAMETER $ ( C.I. VALVE BOX CASING WHEN A STABLE TRENCH BOTTOM BE A' ® �- • SEE BURIED VALVE ` O WHEN• A STABLE TRENCH BOTTOM CANNOT SE ACHIEVED BY DEWATERRYG,TNE CONTRACTOR NAIL I t i �' �I 11 z ACHIEVED BY DEWATERING THE ONTRACTOR of SHALL PLACE A MINIMUM OF 6 SHELL BASE. ( GXT u I SHALL PLACE A MINIMUM OF 6 SHELL BASE. 6" Pip -� 6GV -06 W - Ll WATER MAIN + .i - - 06 GALVANIZED RE -BAR MAX. Y N W TN N --- MAX. TRENCH WIDTH 0 ANCNOR (2 REWD.) 4"x 4 z 12" CONIC. BLOCK (3000 PSI cow.) ^ R PIPE AY E PIPE D+ E FOR PAYMENT s FOR PAYMENT PURPOSES w"x 24-X s" coac. SLAB H ,0 CONC. BLOCKINGw/ HIM. 1 /2 FT. W/ 3 - • 4 BARS E. W. - KARING AREA (2500 PSI CONCRETE) 41 - Do NOT BLOCK DRAIN MOLES 2'- 0" OF HY D STONEA SMALL d 24" TYPICAL TRENCH CROSS SECTION DER PAVEMENT TYPICAL TRENCH CROSS SECTION NOT UNDER PAVEMENT OF HYDRANT. (FOR VALVES 12"AND UNDER) t DIMENSION To USE FROM TYPICAL BURIED VALVE DETAIL FLUSH VALVE DETAIL STA.84+00 TO STA.122400 N.T s ®• FOR SETTING HYDRANT (ALL M J FITTINGS) A GOP BUILT DESIGNED BY LA POTE NORTHWEST WATER PROJECT SHEET NO. II Y DRAB BY - ESPEHUSTONASSOCIATES INC. 4 CHECKED BY . "'py� p. ' APPROVED BY'. o•c. 'S�;�-to, 7°�i..! Engineering & Environmental Consultants a ! •C,� WATER MAIN DETAILS N0. REVISION BY D DATE : 4-20-90 hh�1`oa�OF i4 SHEETS 888 West Bait Drive South Suite 200 Houston, Texas 77042 (713) 781-SSW FILE NO. 12427 ' CONCRETE CONCRETE CASING L19*6Y" CALLED I" DN PLAN c PROFN.E WMETG BEDDING or.i , E DITCN MATERIAL \yj lo' P EDDING MATERIAL win. Hr SECTION A -A SECTION 0-11 SECTION C-C _P�AN-RE QENO •45 ;22 VZ• 81 11-IA4•OEM IDS 6 REINF, PIPE rARIEG ANCHORS t' e°ED STEEL pnP% Lo OF a ECBM14I A rla. MIS. OF to LARGER THAN O.C. PLUG ON BELL OF SELLS ON aATER WIN END (SHOWN) r SEWIMATERIAL At REo'D. THRUST BLOCKING DETAILS 6 MINIMUM rm Y L---- sL �s Ct _ jc - CONCRETE I�.. / I al Ical I i ` _ C _ U1 1J---- BEDDING • `;:• rAloatr ruLTIFLEX cool: PIT t % MATEIAL 1 CONCRETE (OR EooAL 'EEACDED END CHH E110 CASING SKIDS AT BELL AND SPIGOT ENDS t� I ANa PLAN•TEE PLAN -PLUM ELEVATION -VERTICAL BEND to CARRIER W"IRC"CVZR IS "LESS. °" (ALL M.J. FITTINGS) CASING OR SLEEVE DETAIL REI P0RCNHS STEEL SHALL BE A MAT. OF • 3 BARS AT 24. O.C. EACH THRUS®ems ��o �s -------------------------------------------------------------------------------------------------------- WAY. MAT SMALL K TIED To T BLOCKING NOTES THRUST BLOCKING SCHEDULE PROP 05 TIE IM1RS 24• Low EXPOSED (12-INN.) EXIST7 REINFOACRGO. PROP. 2"TYPE "0" PROP 2"TYPE"0" S::WACE HORIZONTAL THRUST OR VERTICAL DOWNTHRUST EPDXIED INTO EXIST. PVY'T. SURFACE (DRIVEWAYS) OIII 2" LEVEL UP (STREETS) 1. CONCRETE THRUST BLOCKS SHALL BE CONSTRUCTED OF 2500 _ AT 24 O.C. MINEINI EXIST. EXIST, CONC. PVy'T, . P.S.L (26 DAY) CONCRETE. PVr T. Is REINFORCED. IMP 10 BASE (STREET) Square feet of Bearing Area Required P UP �T PROP. SAWCUT 2- DEEP PROP SAWCUT 2• DEEP PROP 9NSWT 2" DEEP PRIOR G- BASE Pi Line Force Center Passive Friction Dead End 90 deg 45 deg 22.5deg 11.2deg •• (ORIVC MY) 2. HEARING AREAS SHALL BE DETERMINED ACCORDING TO THE Pe APPLICABLE TABLE SHOWN ON THIS SHEET. Size Pressure pounds Pipe d Pressure Resist or TEE Bend Bend Bend Bend psf pounds EXIST, REINFORCING -------- ---------------- -------- -------- ------ ------- ------- = LIMIT Of PAYMENT - PROP. f-SEMI-RIWO $ LIMIT Of PAYMENT EXIST. AC = 3. SOII" TYPES AND SAFE BEARING LOADS SHOWN IN THE TABLE _ uM)t of PAYMENT ARE TO SERVE AS A GENERAL GUIDE. ff SOII. CONDITIONS ARE 6 100 2,828 3.2 654 143 4.1 5.9 3.1 1 .5 0.6 = PROP G sEW R1clo SASE (DRIVEWAYS) - -" 12 I2" O.D. 12" I'2" (STREET) = PROP. 10-SEMI-RIGID = FOUND TO BE DffFERENT FROM THOSE DESCRIBED IN THE 8 100 5,027 3.3 666 249 7.2 10.3 5.4 2.5 1.1 ^ � i2- ii- O.D. I2- I2" BASE (STREET) ® + , TABLE, THE CONTRACTOR IS TO PROVIDE ADEQUATE THRUST 10 100 7,854 3.4 678 385 11.0 15.8 8.3 3.9 1.7 POW. O ors SAND BASE )2 1z" ao. 12 1x BLOCKING BASED ON THE ACTUAL -SOIL CONDITIONS FOUND. 12 100 11,310 3.5 690 548 15.6 22.4 11.8 5.5 2.4 16 100 20,107 4.6 820 939 23.4 33.5 17.6 8.3 3.7 I MATCH EXIST. PVM'T. `. THRUST BLOCKING SHALL BEAR AGAINST UNDISTURBED 18 100 25,448 4.7 832 1,184 29.2 41.8 22.0 10.3 4.6 THICKNESS AND JOINTS TRENCH WALLS. 20 100 31,417 4.8 844 1,459 35.5 53.9 26.8 12.6 5.6 BACKFILL AS DETAILED 24 100 45,240 5.0 867 2,096 49.7 71.4 37.5 17.6 7.8 t SACKFILL AS DETAILED t SACKFILL AS DETAILEDt --------------------------------------------------------------------------------------------------------- S. BLOCKING OF BEARING AREAS TWO (2) SQUARE FEET OR * FOR BLOCKING BRANCH TEES, USE BRANCH PIPE SIZE TO DETERMINE BLOCK SIZE. MORE SHALL REQUIRE FORM CONSTRUCTION. TRUCTION. NOTE: TABLE BASED ON: (TOTAL RESULTANT FORCE - SLIDING FRICTION OF FITTING, BLOCK, 6 WATER) / PASSIVE PRESSURE 6. DIMENSION -A- TO BE - LARGE AS. POSSIBLE WITHOUT INTERFERING WITH MECHANICAL JOINT BOLTS. 7. WHERE A FIT'1ZNG IS USED TO MAKE A VERTICAL BEND, CONCRETE STREETS, DRIVEWAYS HOT - MIX ASPHALTIC CONCRETE ANCHOR THE FTI-IING TO A CONCRETE THRUST BLOCK AND SIDEWALKS SEMI -RIGID BASE STREETS 8 DRIVEWAYS DESIGNED TO KEY INTO UNDISTURBED SOIL AND TO HAVE STREETS & DRIVEWAYS ENOUGH WEIGHT TO RESIST UPWARD AND OUTWARD THRUST. I --------------------------------------------------• - ------------------------- CONCRETE VOLUME (CU. TO.) 6. BLOCKING SHALL HAVE BEEN IN PLACE FOUR (4) DAYS PRIOR REQUIRED FOR VERTICAL UPTHRUST TO TESTING THE PIPELINE. 9. THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES, ELBOWS, REDUCERS, CROSSES, OFFSETS, WYES, DEAD ENDS, AND VALVES. 10. PRESSURE LINES OTHER THAN THOSE NOTED IN THE TABLE ON THIS PAGE SHALL BE INSTALLED WITH THRUST BLOCKING FOR S0 P.S.I. 11. THRUST BLOCKING REQUIRED FOR PUSH ON OR MECHANICAL JOINT PIPE ONLY. THRUST BLOCKING NOT REQUIRED ON RESTRAINED JOINT. Pftpe Line Force Dead End 90 deg 45 deg 22.5deg 11.2deg S1tze Pressure pounds or TEE Bend Bend Bend Bend 6 -- ----- ----- 2 ----- 0.7 -------- ------- O -------- --- 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 31,417 7.8 11.0 5.9 3.0 1.5 24 100 45,240 11.2 15.8 8.5 4.4 2.2 nmi0 Z- s 4'-O" OAR'5 C 9 "S/c ('TYP) o I I I I I � I I EIAiI i l • i 12A 11 f SPLASH BOX — PLAN NTS 5E6ulZE PIPE 7'0 i//A/6EO FLAP SPLASH E)OX WALL VALVE 0 6" cv - 4 ELEV Z975 A a o-: < v. o 3-04 54R5 v - A v ; :..a o 1-- o x 04 SAR5 LB 9'/!z Av N PROVIDE 6" Mlu. N N COVER ABOVE PIPE _31-T,TT�fn'�17- ELEV. 2G.25 O O/TGN /E (,dP BARS /=0"M/u. � f 4 4^ 'a: `: �- en 4' PVG 11RAllJ OF FROM TA V_ ,p.::�, ...: ;:::b•'u: dal;=..' .'.f �..o.` I *4 84R5 Top 9 " e/c E4GA/ WAY 2.. . z• SECTION IIA-ATI NTS NO. 4C'I=A .. tOOW6 CAPCNAiu. SVIC-) j aTIWYOA4231 a¢ STAALJo Ff.AAaG® .A• = Ci1S"%1= {410AC Aa PELQ: NACK"8`/-EWiC1(TbLA1,"&A A'IIQTA 4Z" ) I r'L„)LL WELa WiT" tAiTlaIIiCQ } LICTRQTOR -S6'AL W6LJ� I 16 M63H aO.OIEi DiA.. T-304-35 4 3TA+ULS3S S'1. L V41LJO0W OCA>►1 AAEGULIO VP.LFY PLPT. AAJL7 p.FYQL -P MY 3•. HOLD Iu PLAc¢ 7• WI"[H :5-WWLUNI7 3TVML "056 CL IAV-Ss 1 µn.rf. A. MIA]. 011" Z*A-6CA SK ♦ 81W. , i I cLrY-oLsr. '� 'JOviMwc?i�w) wt¢6: CLOT", t c 6LT 4• �1851 WGST 5U.. a�a-rou,-UL:rsS�47s-2459 6 CL/T- 0I.MS FpQ VicerT Tx 7• L �3�s1u lS 3'TSCL 140ti6 CY .P 13. LB" PwE I r i U5& a -• '.1•B' W OLE:S ems=: SPACE. 2 Pz • C) C. PO4 I/Z• 60 L_'TS ,,Q 9'tl.aa lgi , E M6 i6 XIS® TANK ROOF VENT DETAIL_ REVISION ®In®® DESIGNED BY. Z.Al6. DRAWN BY M. R A.I. CHECKED BY . APPROVED BY : D�• DATE : 4- 70- 90 DATE i n N 1/2It NPT BRASS SILLCOCK WITH CAST IRON HANDWHEEL 3/4it HT HOSE CONNECTION VACUUM BREAKER, WATTS MODEL NO.BD OR APPROVED EQUAL. HOSE BIBB DETAIL NO.I N.T.S. 1/2" NPTX 3/4" HT HOSE 2t CONNECTION VACUUM BREAKER WATTS MODEL NO.8D �OR APPROVED EQUAL. 41t 2 2' CONCRETE GUARD 1/2tt G.I.P. 1/2HAWWA C800 UNDERGROUND SERVICE LINE (COPPER TYPE K OR POLYBUTYLENE) �I/2" CORPORATION STOP HOSE :: DETAIL NO.2 N.T.S. `jTAIIX_ia3S .�ITYiB.L W/,YOCM./ �Ct2iGx•% EU a 3 TYPICAL LINE WITH CORNER P0� 6 &11 g' y CHAIN LINK FENCE DETAILS . I N Z C I I C w $ L_ I - A Q• SWALE FROM s I — �— I SPLASH BLOCK > M 6,.J I I� I I VARIES r-- PLAN D=VARIES 2 MAX 2%SLOPE IMIN. MCIN 25 rt SWALE FROM SPLASH BLOCK I -6a ��-- 3 CLR II-6"x6"TOE WALL ALL AROUND SECTION C-C —6" CLASS "C" CONCRETE WI 6"x6" WELDED WIRE MESh BACKSLOPE INTERCEPTOR STRUCTURE Q _ ____ A A � l� y =i L a Porte N- I NORTHWEST LA PORTEWATER r- WHITE - PROJECT ®ACKORounO v NORMAN MALONE , MAYOR L­ BLUE ENGINEER ( EDGES GUT SUTHERLAND, COUNCIL, LIST 1 B DON SKELTON, COUNCIL,UISI E MIKE COOPER, COUNCIL, DIST 2 JERRY CLARKE, COUNCIL, DIST 6 EL'Ev,NUSTON f EDWARD MATUSZAK, COUNCIL, DIST 3 ALTON PORTER, COUNCIL AT LARGE 0 ASSOC MTES,11111C. L ( OEOTIS GAY, COUNCIL, DIST 4 BOB MC LAUGHLIN. COUNCIL AT LARGE H O U S T O N ROBERT T HERRERA CITY MANAGER � 1- EXTERIOR I IPE NIGH UENSII I »ERI AID PI YWOPO I•NOVIOt AUEOUATE SUPPORTS FOR SIGN AS SITE jOR OTHER APPROVED MATERIAL SUITABLE FOR CONDITIONS MAY REQUIRE AND KEEP SIGN A SIGNS PROPER DISTANCE ABOVE PREVAILING GRADE TO —EASE ALL EDGES PERMIT PUBLIC VIENI/N ---- -- - �NOTE ALL LETTERS ARE BLUE 1 — GRADE NOTE:CONTRACTOR SHALL SUBMIT SHOP DRAWING I'2 OF PROJECT SIGN TO ENGINEER FOR f� APPROVAL PRIOR TO CONSTRUCTION. SECTION "A -A" PROJECT. SIGN N. T S. r`IA� t 1 s:CEOF f I •. ESPEY HUSTON & ASSOCIATES INC. cif. a coHc�t / / Ip0�,9�'671° Engineering & Environmental Consultants 888 West Belt Drive South Suite 200 Houston, Texas 77042 (713) 781-8800 'A. D, Twxwwel AFRe'. Pull) Pest 1. VYa1 Bar Bend Canerant CF0 /1"M0.6a/r. /I- •f's"CJI•�ERr rk /3 :1 [E/.7R0 - L - I E :: 1'GLMrE s; ; ��➢ I 0. — , I v • v • 0 �, 0' • f •L. O x � • O.0 CdNab y SIDE VIEW FRONT VIEW CONCRETE PIPE SUPPORT DETAIL N.T.S. /"JAox w;1% 4vild *7hfgxA At iP(IbYor, l.a' Of Ak"r 0 rl !G &c* k(ey d IGE COCK, CONBRACO # 4138 HEAD,BRASS 4°DIAMETER BACK CONNECTION PRESSURE GAUGE W/ STAINLESS STEEL CASE PRESSURE GAUGE DETAIL N.T.SAn A ..... UILT All 10% r MISCELLANEOUS DETAILS e PROJECT SHEET NO.I2 OF 14 SHEETS FILE N0. I242T X;I 3 Q E Eo I� g °> Maintenance 1 z Berm O W Standard M.H. tJ 0 2% Slope m F max. .a in If Con- 3 a " crete Lined, Ir C.G.M.P. =oSee Detail A Reinfo=ced Concrete Pipe O A For Slope, A 24' Wide Corrugated Band Couplers See Table to Match Pipe Corrugations ELEVATION 1 Chonn BOtt01 I C.G.M.P. i Standard M.M. 30°it Reinforced Concrete Pipe PLAN TYPICAL STORM SEWER OUTFALL STRUCTURE 24—INCH TO 42—INCH DIAMETER o C E 0 Maintenance z a Berm 0W v Li Timber Bent o See Detail B 0 V) If Concrete 3 a Lined, See it d Detail A 00 I 3 ci i 21, Slope max. -rr.mP 18" thick 6 D or Top of Pipe A Elevation on Opposite For Slope, Bank, Whichever is See Table Smaller. ELEVATION C3 o (3 z ti .- c.i � P O i Q "80 to 4150 Evenly Graded RipraG Sockcrete or Broken Concrete (6' Thick Min. Per Stone & No Expose Rebar) PLAN Standard M.N. -„ 1 r<einrorcea ,-oncrele r-rye 24' Wide Corrugated (land Couplers to Match Pipe Corrugations ncunv�wu .:oncrete Pipe TYPICAL STORM SEWER OUTFALL STRUCTURE .. - -- 48—INCH AND LARGER DIAMETER C. G. M. P. SLOPE TABLE Pipe Diameter Slope 24 in. 0.6% 30 in. 0.4% 36 in. 0.3% 42 in. 0.3% 48 in. and larger 0.2% 8" 8 — — — _)T r— — -, a I > B E > 2-*4 Bars L *Or Match Roadside Ditch Slopes don --- r Road Side Ditch Varies 8 Top of Roadside Ditch 4' Class A Reinforced Concrete with 12" Deep, 8" Wide Toe Wall All Around ( 4 Bars at 12" o.c.) 8 2 4„ Road Side Ditch IL. T ..s 8� 4 0' SECTION B-B oc E0 $o d � ul d U °r o Fabricated Elbow 0M P a If Concrete °0 :-' Lined, See 3 Detail A- r �p `-See Section B-B 20' m. ` 4 For Details m 2 Wide Bond Coupler For Slope (I or more,typt) See Table C.G.M.P. TYPICAL ROADSIDE DITCH INTERCEPTOR STRUCTURE Top of Timber Bent 3 Exposed in Slope CGMP Diameter Varies. See Band 1 Drainage Plan. Coupler I I I 1- i E c ' I/2' x 22" i a Piling and Timber Galvanized Bolt =0 w to be Pressure m Treated with on N 2 Approved Preservative 12" Did. Pile No Band Coupler Between Timber Bent and Outfoll DETAIL B TIMBER BENT FOR C.G.M.P. OUTFALL 12 12 min, min. Asphalt Felt 11 New Concrete 6 r Collar mi ' I4 Existing Pipe Existing New Pipe P .. • - 4--u4 Circular Ties ° Zo .E ra.l E 8-#4 Bars Class A Concrete ELEVATION SECTION TYPICAL CONCRETE COLLAR DETAIL t e l o'- o" e" — — -m Q 2-*4 Bars "o I I 0 O f` ---- — °' =m ¢ U CL Backslope Swale Slope if Necessary, 6" max. Cn W PLAN 10.- 0" Match Top of Concrete 8" 8 with Natural Ground W =N� ENa U 4' Class A Reinforced Concrete with 12 Deep, 8" Wide Toe Wall 12 All Around (i/4 Bars at 12" o.c.) `^ SECTION C -C ~ v' Z E o o O J I Z .o s'-Ol' U ® W o (L Backslope Swale I = °w lr.j u d o 2% o Slope Z 0 Fabricated (Max.) Natural Ground 6i. e N Elbow O 9 If Concrete �p Ccr' � =0 Lined, See _ i 3 Q Detail A p See Section C-C \ For Details O 20' Min. i `24 Wide Band Coupler ( I or more, typ.) For Slope See Table wwj C.G.M.P. LA. TYPICAL BACKSLOPE INTERCEPTOR STRUCTURE 6 E c Note Use (120 Bolts x 6" Long Z - On 2 Centers Through o 'o Pipe To Tie Slope Paving �I W To C.G.M.P 4 0 j Trim Pipe Flush With A a inSlope Where GCnMP �j Intersects Concrete 00 Slope Paving I ° A DETAIL A CORRUGATED METAL PIPE TREATMENT IN CONCRETE SLOPE PAVING 8-"4 Bars r #4 Circular Ties m 6 fi' Min. Less Than 48" tin. I' Min. 48" and Larger 2-Sock Per Ton- Stabilized Sand SECTION A -A 10'-0" min. Removal of Existing Pipe 42" and Smaller c c 2 o« z� d Concrete Collar 0 W • Existing Pipe �v 4 ` C.G.M.P. WAD 0 5 / aN Q 4 2-Sack per Ton Stabilized Sand J Fabricated Elbow PIPE ADJUSTMENT DETAIL A BUILT S &* [J ®,® Z: �' t .. 4 �N, !� W m ; Siii Uj Y F d W _ J �7_ W d U - o 0 �v x W n m L c .0 U L6 (7 _v m > aD UJ p m O O W T M >_ m F a- W W ~ !- O w o w Z O W W Q ¢ 3 p m D O U W cc a a O rn M a J � Q H J 0 r� 3 ~ .- W W O Cr U ?cr- z CL W Cr W _ Crcr 0. 3 0o IL it J W 31 U 'ice DATE September 198i I SHEET NUMBEF 13 OF 14 nmia nnna 1111116 IIIIII� 1111119 none LEVEL SENSOR O RAINPROOF ROOF HATCHES A L-3 ACCESS TU 1 ROOF ACC TANK ACCE VENTILATION HATCH PLATFORM DIAMETER SHAFT I LADDER i O _' ° A (TYP) L-I LEVEL SENSOF A g DOOR 10 - L-4 8 ELEVATED STORAGE TANK LIGHTING ARRANGEMENT DETAIL 3 SCALE NONE *SEE 2/E-3 REFERENCE NOTES: PROVIDE METER POLE, WEATHERHEAD AND METER CAN FOR NEW SERVICE. MOUNT "L" ON METAL FRAME SUPPORTS MOUNTEDONPOLE. OCOORDINATE MOUNTING METHODS AND LOCATION OF EQUIPMENT IN ELEVATED TA THE LIME OF INSTALLATION. (3) LEVEL SENSOR SYSTEM SHALL BE MCGRAW EDISON'B/W CONTROLS CONSISTING �t----�/ TYPE-elt=9 WTIELDED ELECTRODES WITH THREADED,' CAST IRON HOLDER TYPE MOUNT ELECTRODES AND HOLDER IN 2" THREADED NIPPLE AT TOP OF TANK. SEE DRAWINGS FOR HIGH LOW ALARM LEVELS. THE ELECTRODES SHALL BE MONII A SERIES 1500 INDUCTION TYPE RELAY COIL WITH 120V PRIMARY COIL AND SECONDARY COIL VOLTAGE. THE CONTROL SHALL PROVIDE A CLOSED CONTACT LOW LEVEL CONDITION AND HIGH LEVEL CONDITION. MOUNT CONTROLLER IN B TANK. ALARM INDICATORS AND CONNECTIONS SHALL BE PROVIDED BY OWNER. SN PANEL L y 120/240,10,3W 8 O NEMA 3R —� 50 MCIB 1 2 3RCPT CI. 0.9 LIGHTS --0 0- 3 4 WARNING LIGHTS —4 0-- LEVEL S17 SPACE --O 6 0!26 1 RCPT, NE —O 0- ---- 9 10 ---� SPACE 01--0 _ �— 12 0— NO. REVISION ®Y DATE ESS LADDER :SS LADDER CONTROLLER 3O PANEL NK AT - OF TWO E-4. CIVIL ORED BY 4 220V ON A OF 6 NSOR MA 6t2OR DESIGNED BY: e, DRAT BY CHECKED BY: T Nam B APPROVED BY: DATE : 7/ i%lt?o 3If8, PC 48 ccr W 2 / v_j + 4 t� F- W I 'O k A: Wa TO H.L.&P. 120/240, SINGLE PHASE POLE MOUNTED TRANSFORMER /2 010, # 10 GND, 3/4" C —� MOUNT AT SERVICE PLATFORM CrWALL MOUNTED LIGHTING — FIXTURE APPLETON OBV WIOG WITH 150W A-21 LAMP 2 # 10r # 10 GND, 3/40 C\ PNL°L° CONVENIENCE OUTLET % 125VL 20A TO BE MOUNTED 24x ABOVE GROUND NEAR x OBSTRUCTION LIGHTS CONTROLLED BY PHOTO -CONTROLLER. PROVIDE UNSWITCHED LEG. A. -OBSTRUCTION MARKER LIGHT, A A CROUSE-HINDS CAT. NO. 44507A EOL DOUBLE FIXTURE WITH LAMP PHOTOCELL CONTROL. ..�.-- B.- LIGHTING FIXTURES MOUNTED TO LADDER, APPLETON VD1075G WITH 150W A-21 46 LAMP —3 410, 3/4" C. (TYPICAL) --_DS MOUNT AT BASE OF LADDER --t1t.-S MOUNT ADJACENT TO ENTRANCE 2 110, M IO GND, 3/4" C CONVENIENCE OUTLET 125V, 20A A 34110, 3/4"C, 25OV, SINGLE PHASE �4 t 10 IN 3/4• C ELEVATED STORAGE TANK SCHEMATIC DETAIL SCALE: NONE * SEE 3/E-3 STORAGE TANK EXIST P/P W/TRANSFMR E EXIST FENCE LEGEND OVERHEAD DISTRIBUTION POWER POLE HOMERUN TO PANELBOARD — — — — CIRCUIT OR CONDUIT UNDERGROUND �L)P 20A, 120V, DUPLEX RECEPTACLE WITH WEATHERPROOF COVER LIGHT FIXTURE LETTER DENOTES TYPE ® PHOTO - ELECTRICAL CONTROLLED 20A, 250Y. SINGLE RECEPTACLE WITH WEATHERPROOF COVER NEMA 6-20R =-x — _- z EXIST. FENCE & PROPERTY LIN SITE PLAN I° = 20'-o" • I lakis c ELECTRICAL SITE PLAN in i it n / CaMItaft 916 CAPITAL OF TEXAS HWY. SOUTH (512) 327-6840 P.O. BOX 519 AUSTIN, TEXAS 78767 AND DETAILS SHEET NO. 14 , SHEETS -vlL-1,lV4'±} j