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HomeMy WebLinkAbout93-6701 SENS RD UTIL RELOCATE AT SH225 PH-2a Z 0 � LL a W O w Z 0 G s 'm o Q� Q U O L6. t� o 3 I H h c 0 Ow s O w z � U go O a � � 2 00 9 o� m —_�ay. o v, g Z > 4 i' ;z PROP LT ROW EXIST 6" PVC WATER / I:- MAIN TO REMAIN N CUT, PLUG, AND PT 12+03.96 ABANDON EXIST BEGIN SENS RD 6 WATER LINE PC 1 1-i 06.57 CE STA 0+00.00 1-12"X6" REDUCER X = 3255449.55 1-6" WET CONN Y = 694729.88 0 ; — — _ — — — — ——•—.—.—• z i 00 w1& REMOVE FIRE HYDRANT NOTES: / STA 0+19 (SENS RD) AND_VALVE 1 FnR AlIC:NIKAPNIT noTA cRR PROP 16"STL CASING(78') 10 _( o EXIST ROW / o SHTS 99 TO 100. ✓�� s"Ss Ss a"ss "sS -- -- - __ __ __ CA-_ + CUT PLUG AND . SS - - - - - - - - 2. LAN AND PROFILE OF a"ss s—„-� ss ss CO FOR P ......................................... ............ � � � ..EXIST .2-6. G.V, ..... N �18'S3 W e"ssr�i's ass —ems 'ss SENSACCESS ROADS, SEE EXIST 6" PVC WATER ABANDON EXIST TO BE RE OVED • • • ... • ....... • • ... • • • .....:: • • • .... • • • . " . "'R, -SENS' R'D E DS, MAIN TO REMAIN 6" WATER LINES U) SHT 141. EXIST 6' WATER MAIN w v w_1` ..... ....... w .......... .............................................. BE• • �ANDONED ............ ............ 5+00............. .. z 3. FOR PLAN AND PROFILE OF — W "W n----emu - 4 SENS RD, SEE SHTS 136 TO 137. z- -- -- -- 1-6' WET CONN - - - 1-127X6" REDUCER PROP 12" PVC EXIST 2"G.V. WM _ EXIST ROW 4. CONTRACTOR SHALL REPLACE ALL 2-12"X45° BEND WATER LINE N _(TO BE REMOVED_ Q EXIST WATER SERVICE CONNEC- Z SENS RD STA 4+11.97 TIONS AND RELOCATE METERS. 2-12"X45°BEND N — — — — - — • — • — - -LT & RT ACCESS RD THE LOCATION OF SERVICE CON- 10PROP RT ROWS — STA 10+00.00 I NECTIONS SHOWN ARE APPROX PROP 12 PVC EXIST WATER METER AND NOT ALL EXIST CONNECTIONS 1- " WE TEE ( WATER LINE TO BE RELOCATED 1 -6:' WET CONN r PROP 12" PVC 5' FROM ROVd ARE SHOWN. 11 —b G.V. c�c BUX I WATER LINE I IW/4' MIN COVER ( 2-12"X45°BEND f —� PC 11 -05.43 5. CONTRACTOR SHALL SALVAGE ..ALL ESTIMATED QUANTITIES � 3 ' — i F.H.'S AND VALVES, AND RETURNITEM N0. DESCRIPTION UNIT QTY 2-12" G.V. & BOX 1-12"X11 1/4 'BEND PT 12+02.81 TO CITY OF La Porte PUBLIC SAND BACKFILL CY 295 3 1-12"X12" TEE WORKS DEPARTMENT. EXCAV (WATER MAIN) CY 1095 PIPE WATER MAIN (12 IN)(PVC) LF 2090 —EXIST 2" PVC WATER MAIN I 6. FIELD ADJUSTMENTS OF WATER CASING 16 IN STL 3 TO BE ABANDONED LINES SHALL CONFORM TO CITY ( )( ) LF 190 I w � OF La Porte AND TEXAS DEPART- SALV AND RELOC METER AND BOX FA 2 P IQ Cv1cT G> ❑vn Ih/ATC� 3-127X22 1 /2- °BFND T t— I �.ni.�i v vv vvni u- _ MEN OF I1EFiLT1-1 REI,tUIMr_IVIEINIJ PIPE WATER MAIN (6 IN)( LF 4 •• MAIN TO REMAIN I FOR CLEARANCES BETWEEN OTHER FIRE HYD (4 FT) EA 2 n I _ PARALLEL OR CROSSED UTILITY I I I ADD! Bo,RRFI I Fn1{ rl { F L. I I INFS. GATE VALVE AND BOX (CI)(6 IN) EA 2 I I1-127X11 1/4 ABANDON WATER MAIN (6 IN) EA 8 REMOV FIRE HYDRANT W/VALVE AND BOX EA 1 1-12" X6"TEE1-6"GATE VALVE/BOX PROP 12"PVC SERV LINE (SHORT SIDE) EA 2 1-4'F.H.(SEf 3'INSIDE ROW) WATER LINE SERV LINE (LONG SIDE) EA 1 5'ADDL BARREL LENGTH 5'FROM ROW W/4' 8012-003 TRENCH EXCAV PROT (UTILITY) LF 2090 MIN COVER STREET EXIST) 25 �_ SENS RD 25 25 NATURAL GROUND © PRO RT ROW 20 20 NATURAL GROUND - 20- 30"MIH COVER FOR PIPE CROSSING �- I �� - WATER LINE THE DIT H (TYP) 12 PV PIPE ,- 12" PVC PIPE RELOCATION 15 15 15 _� 12 INCH WATER LINE TIE TO EXIST 12 PVC PIPE TIE T EXIST 16" STE L CASING 6"WAT R LINE ALONG SENS RD 6"WA ER LINE PROP 12" 10 10 �S N SEWER 10 2-4 °BEND SCALE: \ TIE TO EXIST PLAN 1"= 50' HORIZ. CROSS SECTION 6"WATER LINE PROFILE 1"= 5' VERT. STA 0+19 (SENS RD) SHEET 1 OF 2 SHEETS FED.RD. FEDERAL AID PROJECT NO. SHEET DIV.NO. NO, 6 STP ( ) MM 431 STATE DIST. COUNT' TEXAS 12 HARRIS 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 CONT. SECT. JOB HIGHWAY NO. 0502 01 132 SH 225 JC074UT3.DWG 9� 5--��0/ r, c i i I 1 s Z 0 LL a W U m W 0 � 6 m ZI F m oMEW M 0' Q o I w co w j cn o 1 O W Z 2 0 o a � Py N O Z v, m a ¢o ow H .. `� U N y�Z M 04 o,u:1x a �yvw b C/2 EXIST 12" PVC WATER �J MAIN TO REMAIN CUT, PLUG, AND ABANDON EXIST PROP LT ROWS CPC 1-1z'XCTEE t� 4� 1-6"GATE VALVE BOX 12 WET CONN 6" WATER LINE I ._ _._._._._._._._._._._._._._._._._._.-.-._.-.-.�._._................... _.,. 1-4'F.H.(SET 3'INSIDE ROW) 1-12"X 22 1/2° BEND 1-12"X22 5'ADDL BARREL LENGTH 1/2° BEND ---- ... �. EXIST 6" PVC WATER MAIN CUT, PLUG, 0 BE ABANDONED AND AUAN,UUN i `u / N 3° 18'52" W EXIST WATER METER \� EXIST 6",WAATER 15 00 TO R MAIN /(3 WNcV 83 ~'� \' 20+33.8 i » EXIST 6 WATER MAIN TO BE ABANDONED PT PC 16+89.49 18F00 /Z _<1 I F ----------- w -- \N / 2 EXIST ROVJ �10°49'40 46 SS :• --�^ K22+ RD /i _-_-__ �Y STA 19+70 (LT ACCESS RD NOTES: PROP 16" STL CASING (54'3 I \ PROP 12" C P :� / i / i 1. FOR ALIGNMENT DATA, SEE >i PROP R SENS RD ?� o SHTS 99 TO 100. _ p ;; // /' / / / / / 2. FOR PLAN AND PROFILE OF ,„ , SENS ACCESS ROADS, SEE F 3°18'53"W T ..................F....... I/ ........... SHT 141.N [n .............................. :_ ........ N 18'53"W ;; .,/ / % / / / 3. FOR PLAN AND PROFILE OF y..................................................................................................................................................... „- 5_i t3: r;; //......... , SEE SHTS 136 TO 137. -- // .................. ///;p/---�v //"' ' " 'p " ""Q<' ............// / / / :/.. ii It / 4. CONTRACTOR SHALL REPLACE ALL ................... " / ................., . / ........ 1...... 1...L............../...1.................. " EXIST WATER SERVICE CONNEC- CD EXIST WATER METER p-u— - -- —n—Q—D -- /7' / ... — 1; �/ TIONS AND RELOCATE METERS (IU r, / / l 1 11 vTA/ "� �J-�v.�IL ' RT; FRONTAG D LV V!'-�TIVIV VI- Jl_I\YII�L VVIVIVLV— TIONS SHOWN ARE APPROX AND NOT EXIST ROW STA 19+04 (RT ACCESS RD) PROP 16" STL CASING 58' p Op X_ -" ( ) -- ALL EXIST CONNECTIONS ARE SHOWN. _ _ eROP. - / ' 5. CONTRACTOR SHALL SALVAGE ALL _- - —`----- ___ - / �PROP.— � /BE D i/ F.H.'S AND VALVES, AND RETURN V --.-- - --_ k w �- _- :.•' 7 -- F 1� —PROP: 2t39-OFiVl T R/: � TO CITY OF La Porte PUBLIC WORKS DEPARTMENT. 10 -:/;'v 0 ---- �� 1�10�ri 20 g6 88 i L :'•' /' :' l n v �� 6. FIELD ADJUSTMENTS OF WATER LINES SHALL CONFORM TO CITY OF La Porte AND TEXAS DEPART- N 3°18'49"W Q� 32� ' I I • i (` \ •' / -•� r 'i'�---�1 / - / i i / l / i i i IL_ I I I I I\t-W IN C-IN I IVI CIV 1 VI- (ILf1Ll (1 I\L_l.(Uii\C:. IVI CIv IJ EXIST/18" CASI G PARALLEL OR CROSSED UTILITY i ::•:: LINES. — .. �0, �._.-._._._--.-.-._._. PROP RT ROW �----------------------------- 1-12"X45° BEND PROP 12"PVC WATER LINE 5' FROM ROW W/4' MIN COVER 1-12" X 11 1/4° BEND SENS RD SENS RD (EXIST) f LT ACCESS I RD i i RT I ACCESS RD PROP I I I i PROP LT ROW ! ! i RT RO 25 _ NATURAL GROUND I i I 25 NATURAL GROUN 30"I IN COVER I ! ! I I i— F@ RT ROW FOR THE PIPE CROSSING DITCH (TY) ------------ ---- -------- I 20 - - - - - - - - - - - - ------------ 12" PVC PIPE — j --` \— I U 20 V` I I I 20 I 16" STEELI i 16" STEE ---\ �r CASING --- ' _CASING WATER LINE _ 15--- \ 15 TIE T EXIST I 15 RELOCATION i '12" PVG PIPE 12 W TER LINE i 12" PVC PIPE i 2-45° BEND i 12 INCH WATER LINE ALONG SENS RD 10\10 10 SCALE: — C R O S SECTION PLAN 1"= 50' HORIZ. — -- PROFILE 1"= 5' VERT. STA 12+02 (SENS RD) SHEET 2 OF 2 SHEETS FED.RD. DIV.NO. FEDERAL AID PROJECT NO. SHEEP NO. 6 1 STP ( )MM 1439 STATE DIST. COUNTY TEXAS 12 HARRIS 6+00 7+00 8+00 9+00 10+00 1 1 +00 12+00 CONT. SECT. JOB HIGHWAY NO. 0502 01 132 SH 225 JC074UT4.DWG a Z 0 LL rr m w so z' w U oZ m n Q o moro o� 0 _ - a 1 N-, i H Ols w z z 0 a o w. H IZ o, o s C N w10 a m ti o N = rr w e � PROP 8"X 20'OF 155'PVC SANITARY SEWER PROP SAN SEWER MH STA 6+25, 2151T TOP Or MH EL 20.75 FL EL 14.03 PROP LT ROW .' — — — — — — Y, 1B SrCZLC4SINO N 3° 18'52" W 15 00 pC \ ` N N20+33.8 PT r929'S2„F FT / 78�00 \ r L � PLUG AND ABANDON EXIST 8" SAN SEWER PC 1 6+89.49 7 j \ ------"-------� w 2A11 71...'RD / S9 A _ - �—r—EXIST ROW � N 10° 4940"W ACCkss RD I . __--------""fin / oY ...� \ / REMOVE EXIST SANITARY w 6"W-- \ 20+ )0 / / / NOTES: SEWER MH s I 1. FOR ALIGNMENT DATA, SEE SHTS 99 TO 100. /if STEEL CAS/NG — 2. FOR PLAN AND PROFILE OF _� — r lr rr� °� 11 • -/ .' �/ . r� EN ACCESS ROADS, SEE r PROP SENS RD I I II // ii ii ;��v �ii i ...... .. .• . N 3°18 53 W rr rr L l llr r..r. ' �.. �.. N °18'53"W // / z 3. FOR PLAN AND PROFILE OF 'w , T 0 137 — SENS RD, SEE SHTS 136 . w . D ........... ................................................................... l ':. /I. �.......... lr rr lr l l � �...:.. - . •. r � it ii l l l �r � �r 4. FFSET DISTANCE IS FROM .rr........... ......... rl ......... r/ .. ... ... .. r. . ..../�................ �� SENS ROAD(F) TO C LOF + / ��/ ro fKl70A0TnD H UNLESS OTHERWISE STATED. OI _. _„ _ _ _ —a—o—"—o—o—o a a� �_ STA 16+20.7 / QUA[ I DCDI AnC' Al I -41UX 1f �liG° C� U.JJib I--- PC 20+72.72 / RT . FRONTAL D. v. ... ,vi v.v v,. iu.�� ,.0 —.v— ,.-- XIST SAN SEWER CONNECTIONS. HE LOCATION OF SERVICE CON- --'— -- ECTIONS SHOWN ARE APPROX AND — — —_ < - _ _ — EXIST ROW I // 20 00 N 3°40, NOT ALL EXIST CONNECTIONS ARE 6 [iSTEEL CAS/NOIn 0 a I/ oRower` 26'A11N. NATURAL GROUN 25 ® PROP LT ROW 25 PROP SAN SE ER MH TOF OF MH E 20.75 20 — 20 8" EAT 4100 ® 0.33 SAN ITARY 15 15 - � 14.03 SEWER SINE E x 8" Pl ® RELOCATION 1 OF1 10 10 12 INCH SANITARY F 13.95 SEWER LINE ALONG SENS RD SCALE: PLAN 1"= 50' HORIZ. PROFILE 1"= 5' VERT. MCYIS/ N TO S4M%fY SEiYER LINE SHEET 2 of 2 SHEETS 2/>7 4 �C LP 93- %0181 DIE NO. FEDERAL AID PROJECT NO. SHN EO. T , 6 STP ( )MM 1434 STATE DIST. COUNTY TEXAS 12 HARRIS 6+00 7+00 8+00 9+00 10+00 1 1 +00 12+00 13+00 14+00 15+00 1 6+00 17+00 18+00 19+00 CONT. SECT. JOB HIGHWAY NO. 0502 01 132 SH 225 JC074UT6.DWG �D c 'I I rr 0 a ! U w Alk m z� o Z, m o I` O 5 I I w oa zRZ o E-+ !a U u ¢I o N I W m a� o o z _ m ti o ¢ w o N U O ¢ L i q N 65 = Z cn cn a oEzsl�vW 9 I i r'lTI•. • Tr'!l 1 ...IT,TIr^ I c.� i IiviAl cv Ctvriiv i I I Icy � ITEM NO. DESCRIPTION UNIT QIY 5156-001 SEWER EXCAV (SAN SEWER) CY 495 5156-026 SELECT BKFL (SAN SEWER) CY 95 5156-020 MH (SAN SEWER)(STD) EA 5 5156-077 SAN SEWER (12 IN)(PVC) LF 765 5156-059 REMOV MH (SAN SEWER) EA 2 8012-003 ITRENCH EXCAV PROT (UTILITY) LF 765 EXIST 10" SANITARY SEWER TO REMAIN - 0 PROP 8"X85'PVC SANITARY SEWER U) SENS (� STA U+UU.UU X = 3255449.55 Y = 694729.88 o EXIST 8" SANITARY, Mu/\ SEWER TO REMAIN-� -a"ss ss��9~ss-------- ss ..................................................................................................... .......................................... PLUG AND ABANDON FXIST R" SAN SFWFR PROP SAN SEWER MH STA 4+70, 218'LT TOP OF MH EL 20.75 FL EL 13.51 -� i PROP^8"X135'OF155'PVVC� \ SAN SEWER PROP 8"X100'PVC -_- ------ SEE PiPOF/LE FOR SAN/TARY sAN SEWER SElYER REl9S/ONS PROP LT ROW� PROP SAN SEWER MH +'-- STA 3+83.50, 164'LT TOP OF MH EL 20.75 ' FL EL 13.18 PROP 8"X1001PVC SAN SEWER � --� PROP SAN SEWER MH STA 0+40, 65'LT PROP SAN SEWER MH PT 12+03.96 TOP OF MH EL 20.50 STA 3+65, 65'LT ! I NOTES: FL EL 1 1.78 TOP OF MH EL 20.75 ! PC 1 1 +06.57 1 I 1 FnR AI IrNIAAFNIT IIATA OFF FL EL I Z.00 SHTS 99 TO 100. / PROP 8"X325'PVC REMOVE EXIST SANITARY i EXIST 8" SAN SEWER SAN SEWER SEWER MH I z TO BE ABANDONED 2. FOR PLAN AND PROFILE OF L r _._._..................... ._._._._._._._._._._._._....... I SENS ACCESS ROADS, SEE 6? SHT 141. s o 0 3. FOR PLAN AND PROFILE OF w EXIST ROW + SENS RD, SEE SHTS 136 & 137. a~ss N 53"W s"ss ss= 8"ss-�, a~ss �s e~ss - Q 4. OFFSET DISTANCE IS FROM ........................................................................................................................................................................... •'•... ..SENS...RD..�....................... � _ ••"""F� I� R SENS ROAD(F) TO � OF MH UNLESS OTHERWISE STATED. + . ............... ..................................................................................EXIST ROW........................... ... ...... .....................5+00................... ............. z -s w _-G'w--w-- o'w---�; _ w wN-s"w �� 5. CONTRACTOR SHALL REPLACE ALL ------------------ W 1 r - ------------------ = EXIST SAN SEWER CONNECTIONS. 0 THE LOCATION OF SERVICE CON- z NICl 71l `IC` OUn1A/NI ADC_ ADDDnV ANm SENS RD STA 4+11 .97 NOT ALL EXIST CONNECTIONS ARE _._._._._._._ .-.-._.-.-.-.-. =LT & RT ACCESS RD I SHOWN STA 10+00.00 j PC 1 1 +05.43 EXIST 8" SANITARY p I 1'� PT 12+02.81 JCVVtR Ill fCCIVIhIIIV � `N 1\ i rjLLJ PROP RT ROW 25 P STREET PROP SAN SEWER MH 25 I- TOP OF MH EL T0.75 PROP SAN SEWER M PROP SAN SEWER M PRO SAN SEWER MH \ OP OF M EL 20.5 TOP OF MH EL 20.7 TOP OF MH EL 20.75 _ ---- ----- ---.--_ __ X_11 k20 EXIST MH -� �\ NATUR L GROUND /OOX J loo'X 8 /3 'r 8 ve rr{ " PROP 12" © PROP LT ROW Rye ® {�L' ® ® 0.Jfix I j WATER LINE J 'r 8" jOyo ® .jjq0v- 0. 0f 7..31-2 0� I . 'OF1 15 I 15 11 10 EXIST 11.02 FL 111.50 SAN ITARY SEWER LINE RELOCATION 12 INCH SANITARY SEWER LINE ALONG SENS RD SCALE: PLAN 1"= 50' HORIZ. PROFILE 1 5' VERT. M-YI. AlAA9 2X/ ON TO 9Y TH 94 (CL SAN/TA C/TY of # 9.� Y SEW La P B%O/A LINE RTE SHEET 1 OF 2 SHEETS DIV NO FEDERAL AID PROJECT N0. S N0� 6 STP ( )MM 433 STATE DIST. co UNTY TEXAS 12 HARRIS 1 +00 2-1-00 3+00 4+00 5+00 6+00 CONT0+00 SECT. JOB HIGHWAY N O. 0502 02 01 132 SH 225 JC074UT5.DWG 93 - 6X/