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HomeMy WebLinkAboutSAN TRUNK SEWER EXT ALONG BAY AREA BLVD FROM FAIRMONT TO N 'D' STLA PORTE TEXAS COINST-RUCTION ..PLAN S FO R: MICHAEL MOSTEIT DISTRICT I CHUCK ENGEIKEN DISTRICT 2 HOWARDIBOW DISTRICT 3 JAMES WARREN DISTRICT 4 PRIVATE UTILITY LINES SHOWN 0� Ge,Z5 nterP nt gy Gas Fgfilities .Zq,o3 A8V Approved for underground conduit facilities only. LDcfte Signature Valid for One Year Only z� 03 CenterPoint Energy Electric Facilities. Approval Only for Crossing Underground Ductlines Unless Noted. Valid for One Year Only 11 04-28-03 n 11 1 MAYOR WAYNE SMITH & ASSOCIATES, INC. I i HOUSTON, TEXAS CHARLIE YOUNG DISTRICT 5 =. k BRUCK.MEISMER DISTRICT '6 F PETER.... IF I S ................... CHARLES'W BEERE 9 : • • 34811 •��� C LARGE .POSITION A ss%oNA�'��G A BARRY'BEASLEY C LARGE POSITION B SHEET DRAWING INDEX _ 1 COVER SHEET 2 GENERAL NOTES, VICINITY MAP & LOCATION MAP 3 LAYOUT - SHEET 1 OF 2 4 LAYOUT - SHEET 2 OF 2 5 HORIZONTAL & VERTICAL CONTROL - SHEET 1 OF 2 6 HORIZONTAL & VERTICAL CONTROL - SHEET 2 OF 2 7 PLAN & PROFILE - BEGINNING TO C.L. STA. 3+58 8 PLAN & PROFILE - C.L. STA. 3+58 TO C.L. STA. 7+58 9 PLAN & PROFILE - C.L. STA. 7+58 TO C.L. STA. 11+35 10 PLAN & PROFILE - C.L. STA. 11+35 TO C.L. STA. 14+75 11 PLAN & .PROFILE - C.L. STA. 14+75 TO C.L. STA. 19+25 12 PLAN & PROFILE - C.L. STA. 19+25 TO C.L. STA. 23+80 13 PLAN & PROFILE - C.L. STA. 23+80 TO C.L. STA. 28+09 14 PLAN & PROFILE - C.L. STA. 28+09 TO C.L. STA. 32+38 15 PLAN & PROFILE - C.L. STA. 32+38 TO C.L. STA. 36+62 16 PLAN & PROFILE - C.L. STA. 36+62 TO C.L. STA. 41+51 17 PLAN & PROFILE - C.L. STA. 41+51 TO C.L. STA. 45+24 18 PLAN & PROFILE - C.L. STA. 45+24 TO C.L. STA. 50+14 19 PLAN & PROFILE - C.L. STA. 50+14 TO C.L. STA. 55+14 20 PLAN & PROFILE - C.L. STA. 55+14 TO C.L. STA. 60+14 21 PLAN & PROFILE - C.L. STA. 60+14 TO C.L. STA. 64+64 22 PLAN & PROFILE - C.L. STA. 64+64 TO C.L. STA. 69+14 23 PLAN & PROFILE - C.L. STA. 69+14 TO END_ 24 PLAN & PROFILE - LATERAL "B" - LATERAL "C° 24A. PLAN & PROFILE - LATERAL "D" - WATERLINE ADJUSTMENT 24B. MISCELLANEOUS WATER DETAILS 25. STANDARD SANITARY SEWER DETAILS SHEET 1 OF 2 26. STANDARD SANITARY SEWER DETAILS SHEET 2.OF 2 27. STANDARD BARRICADE DETAILS -71 O 5 :2 00:3 170-001-01 (SP—M—R14; 1:1) z z 0 aZ • a m tau I 0 E- ¢ El W �L a ¢ ¢ a l- 0 o Z N �1� O i LL N GENERAL NOTES 1. CONTRACTOR SHALL CONTACT WAYNE SMITH & ASSOCIATES INC., —Mff.-MIKE CAVALIER AT (713) 450-1300 AT LEAST 24 HOURS PRIOR TO CONSTRUCTION FOR NOTIFICATION OF COMMENCEMENT. 2. LOCATION OF EXISTING UNDERGROUND UTILITIES AND SERVICE LINES (WATER, SEWER, GAS, TELEPHONE, ELECTRICAL, ETC.) ARE DETERMINED FROM AVAILABLE RECORDS AND ARE APPROXIMATE. CONTRACTOR TO LOCATE LINES AND/ OR OBSTRUCTIONS AHEAD OF EXCAVATION OR AUGERS. 3. CONTRACTOR TO MAKE ARRANGEMENTS WITH THE APPROPRIATE UTILITY COMPANY FOR SECURING POLES, IF NECESSARY, WHILE CONSTRUCTION PASSES BY POLES. COST OF SECURING POLES WILL BE PAID FOR BY THE CONTRACTOR. 4. BACKFILLING AND CLEAN-UP SHALL IMMEDIATELY FOLLOW PIPE LAYING OPERATION. PIPE LAYING SHALL BE SUSPENDED IF CLEAN-UP IS NOT SATISFACTORY. 5. CONSTRUCTION STAKING (ALIGNMENT AND GRADE) TO BE PROVIDED BY THE CONTRACTOR AT NO SEPARATE PAY. 6. CONTRACTOR TO USE CAUTION WHEN CROSSING ALL EXISTING FACILITIES. ANY DAMAGE TO BE REPAIRED AT THE CONTRACTORS EXPENSE WITH NO SEPARATE PAY. 7. SURPLUS EXCAVATED MATERIAL SHALL BE REMOVED AND DISPOSED OFF SITE AS DIRECTED BY THE ENGINEER. IF THE ENGINEER NOTIFIES THE CONTRACTOR THAT THE OWNER DOES NOT HAVE USE FOR THIS MATERIAL, THE SURPLUS MATERIAL BECOMES THE PROPERTY OF THE CONTRACTOR AND HIS RESPONSIBILITY TO DISPOSE OF THE MATERIAL. 8. WHERE CONTRACTOR'S WORK AND/ OR EQUIPMENT CAUSES AN OBSTRUCTION TO TRAFFIC, CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH PART VI OF THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (TEXAS M.U.T.C.D., MOST RECENT EDITION AS REVISED) DURING CONSTRUCTION. 9. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE LOCAL REQUIREMENTS. 10. ALL WORK IN THE TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION AND COUNTY RIGHT-OF-WAYS SHALL CONFORM TO THE STANDARDS OF THOSE GOVERNMENTAL ENTITIES. CONTRACTOR IS RESPONSIBLE FOR THE REPLACEMENT AND/ OR REPAIR OF ANY DAMAGE TO SDHPT MARKERS. 11. NO STREETS SHALL BE BLOCKED WITHOUT SPECIFIC WRITTEN APPROVAL OF THE APPROPRIATE GOVERNMENTAL ENTITY. 12. CONTRACTOR SHALL MAINTAIN DRAINAGE TO ORIGINAL OR BETTER CONDITION THROUGHOUT THE CONSTRUCTION OF THE PROJECT. NO SEPARATE PAY. 13. INGRESS AND EGRESS SHALL BE PROVIDED AT DRIVEWAYS IMMEDIATELY AFTER INSTALLATION LINE WORK. 14. REMOVE AND REPLACE CULVERTS AT DRIVEWAYS OR ENTRY WAYS WHEN ENCOUNTERED BY OPEN CUT CONSTRUCTION. NO COMPENSATION, AS SEPARATE PAY, WILL BE MADE FOR REMOVING AND REPLACING CULVERTS. SHOULD CONTRACTOR DAMAGE CULVERTS, REPLACE WITH LIKE MATERIAL CULVERTS. 15. PAVED SURFACES SHALL BE PROTECTED FROM DAMAGE FROM TRACKED EQUIPMENT. 16. WHERE NONMETALLIC PIPE IS INSTALLED, A DURABLE METAL WIRE SHALL BE INSTALLED CONCURRENTLY (APPROXIMATELY ONE FOOT ABOVE PIPE) FOR DETECTION PURPOSES. 17. OBTAIN ALL PERMITS, NOT PROVIDED BY OWNER, PRIOR TO STARTING CONSTRUCTION. 18. NOTIFY ALL PROPERTY OWNERS A MINIMUM OF TWENTY FOUR (24) HOURS PRIOR TO BLOCKAGE OF DRIVEWAYS OR ENTERING OF UTILITY EASEMENTS. 19. CONTRACTOR SHALL CONTACT THE STATE DEPARTMENT OF TRANSPORTATION (LA MARQUE) AT (409) 337-3344 AT LEAST FORTY EIGHT (48) HOURS PRIOR TO CONSTRUCTION FOR NOTIFICATION OF COMMENCEMENT. 20. THE CONTRACTOR WILL BE RESPONSIBLE TO MAINTAIN AN UPDATED REDLINED "AS BUILT" SET OF PLANS ON SITE FOR INSPECTION BY THE AUTHORIZED INSPECTOR AND CITY PERSONNEL. SEPARATION DISTANCES: THE FOLLOWING RULES APPLY TO SEPARATION DISTANCES BETWEEN POTABLE WATER LINES AND WASTEWATER SANITARY SEWERS. (A) WATER LINE/NEW SEWER LINE SEPARATION. WHEN NEW SANITARY SEWERS ARE INSTALLED, THEY SHALL BE INSTALLED NO CLOSER TO WATERLINES THAN NINE (9) FEET IN ALL DIRECTIONS. SEWERS THAT PARALLEL WATERLINES MUST BE INSTALLED IN SEPARATE TRENCHES. WHERE THE NINE (9) FOOT SEPARATION DISTANCE CANNOT BE -ACHIEVED, - THE FOLLOWING GUIDELINES WILL APPLY. (1) WHERE A SANITARY SEWER PARALLELS A WATERLINE, THE SEWER SHALL BE', CONSTRUCTED OF CAST IRON, DUCTILE IRON OR PVC MEETING ASTM SPECIFICATIONS WITH A PRESSURE RATING FOR BOTH THE PIPE AND JOINTS OF 150 PSI. THE VERTICAL SEPARATION SHALL BE',A MINIMUM OF TWO (2) FEET BETWEEN OUTSIDE - DIAMETERS AND THE HORIZONTAL SEPARATION SHALL BE A MINIMUM OF FOUR (4) FEET BETWEEN OUTSIDE DIAMETERS. THE SEWER SHALL BE LOCATED BELOW THE WATERLINE. (2) WHERE A SANITARY SEWER CROSSES A WATERLINE AND THE SEWER IS CONSTRUCTED OF CAST IRON, DUCTILE IRON OR PVC WITH A MINIMUM PRESSURE RATING OF 150 PSI, AN ABSOLUTE MINIMUM DISTANCE OF SIX (6) INCHES BETWEEN OUTSIDE DIAMETERS SHALL BE MAINTAINED. IN ADDITION THE SEWER SHALL BE LOCATED BELOW THE WATERLINE WHERE POSSIBLE AND ONE (1) LENGTH OF _SEWER PIPE MUST BE CENTERED ON THE WATERLINE. (3) WHERE A SEWER CROSSES UNDER A WATERLINE AND THE SEWER IS CONSTRUCTED OF ABS TRUSS PIPE, SIMILAR SEMIRIGID PLASTIC COMPOSITE PIPE, CLAY PIPE OR CONCRETE PIPE WITH GASKETED JOINTS, A MINIMUM TWO (2) FOOT SEPARATION DISTANCE SHALL BE MAINTAINED. THE INITIAL BACKFILL SHALL BE CEMENT STABILIZED SAND (TWO OR MORE BAGS OF CEMENT PER CUBIC YARD OF SAND) FOR ALL SECTIONS OF SEWER WITHIN NINE (9) FEET OF THE WATER LINE. THIS INITIAL BACKFILL SHALL BE FROM ONE QUARTER DIAMETER BELOW THE CENTERLINE OF THE PIPE TO ONE PIPE DIAMETER (BUT NOT LESSTHAN TWELVE (12) INCHES) ABOVE THE TOP OF THE PIPE. (4) WHERE A SEWER CROSSES OVER A WATERLINE ALL PORTIONS OF THE SEWER WITHIN NINE (9) FEET OF THE WATERLINE SHALL BE CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR PVC PIPE WITH A PRESSURE RATING OF AT LEAST 150 PSI USING APPROPRIATE ADAPTERS. IN LIEU OF THIS PROCEDURE THE NEW CONVEYANCE MAY BE ENCASED IN A JOINT OF 150 PSI PRESSURE CLASS PIPE AT LEAST 18 FEET LONG AND TWO NOMIMAL SIZES LARGER THAN NEW CONVEYANCE. THE SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT 5 FEET INTERVALS WITH SPACERS OR BE FILLED TO THE SPRINGLINE WITH WASHED SAND. THE ENCASEMENT PIPE SHOULD BE CENTERED ON THE CROSSING AND BOTH ENDS SEALED WITH CEMENT GROUT OR MANUFACTURED SEAL. (B) WATER LINE/MANHOLE SEPARATION. UNLESS SANITARY SEWER MANHOLES AND THE CONNECTING SEWER CAN BE -MADE -WATERTIGHT AND TESTED FOR NO LEAKAGE, THEY MUST BE INSTALLED SO AS TO PROVIDE A MINIMUM OF NINE (9) FEET OF HORIZONTAL CLEARANCE FROM AN EXISTING OR PROPOSED WATERLINE. WHERE THE NINE (9) FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, A'CARRIER PIPE AS DESCRIBED IN SUBSECTION (A) (4) ABOVE MAY BE USED WHERE APPROPRIATE. GRAVITY SANITARY SEWER NOTES 1. PIPE BEDDING REQUIREMENTS ARE OUTLINED IN SPECIFICATION NO. 2221. 2. ALL MANHOLES TO BE PRECAST CONCRETE IN ACCORDANCE WITH DETAILS ON PLANS AND SPECIFICATION ITEM 2560. IF MANHOLE LOCATION IMPEDES FLOW OF STORM WATER, RESHAPE AND WIDEN THE DITCH. 3. SEWER PIPE TO BE OF MATERIALS AS FOLLOWS: PVC - SOLID WALL CONSTRUCTION IN ACCORDANCE WITH ASTM D 3034, SDR-26, MINIMUM PIPE STIFFNESS TO BE 46 PSI WHEN TESTED IN ACCORDANCE WITH ASTM D 2412. PVC - CLOSED PROFILE WALL CONSTRUCTION IN ACCORDANCE WITH ASTM F-794, SDR-26, MINIMUM PIPE STIFFNESS TO BE 46 PSI WHEN TESTED IN ACCORDANCE WITH ASTM D 2412. HOBAS - IN ACCORDANCE WITH ASTM D 3262, CLASS SN 46 (GRAVITY), MINIMUM PIPE STIFFNESS TO BE 46 PSI WHEN TESTED IN ACCORDANCE WITH ASTM D 2412. 4. MANHOLE RIM ELEVATIONS TO BE SIX (6) INCHES ABOVE FINISHED GRADE OR AS REQUIRED BY HARRIS COUNTY WITHIN COUNTY R.O.W. PRIVATE UTILITY NOTES CENTERPOINT ENERGY CAUTION: UNDERGROUND GAS FACILITIES LOCATIONS OF CENTERPOINT ENERGY MAIN LINES (TO INCLUDE UNIT GAS TRANSMISSION AND/OR INDUSTRIAL GAS SUPPLY CORPORATION WHERE APPLICABLE) ARE SHOWN IN AN APPROXIMATE LOCATION ONLY. SERVICE LINES ARE USSUALY NOT SHOWN. THE CONTRACTOR SHALL CONTACT THE UTILITY COORDINATING COMMITTEE AT 713-223-4567 OR 1-800-669-8344 A MINUMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND SERVICE LINES FIELD LOCATED. WHEN CENTERPOINT ENERGY PIPE LINE MARKINGS ARE NOT VISIBLE, CALL 713-967-8037 (7:00 A.M. TO 4:30 P.M.) FOR STATUS OF LINE LOCATION REQUEST BEFORE EXCAVATION BEGINS. WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18") OF THE INDICATED LOCATION OF CENTERPOINT ENERGY FACILITIES, ALL EXCAVATION MUST BE ACCOMPLISHED USING NON -MECHANIZED EXCAVATION PROCEDURES. WHEN CENTERPOINT ENERGY FACILITIES ARE EXPOSED, SUFFICIENT SUPPORT MUST BE PROVIDED TO THE FACILITIES TO PREVENT EXCESSIVE STRESS ON THE PIPING. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES. WARNING: OVERHEAD ELECTRICAL FACILITIES OVERHEAD LINES MAY EXIST ON THE PROPERTY. WE HAVE NOT 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 AND SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR THINGS MAY COME WITHIN SIX (6) FEET OF LIVE OVERHEAD HIGH VOLTAGE LINES. PARTIES RESPONSIBLE FOR THE WORK, INCLUDING CONTRACTORS, 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 CENTERPOINT ENERGY AT 713-207-7777. THE LOCATIONS OF SBC FACILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND UTILITIES. THE CONTRACTOR SHALL CALL 1-800-344-8377 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE UNDERGROUND LINES FIELD LOCATED. WHEN EXCAVATING WITHIN EIGHTEEN .INCHES (18") OF THE INDICATED LOCATION OF SBC FACILITIES, ALL EXCAVATION MUST BE ACCOMPLISHED USING NON -MECHANIZED EXCAVATION PROCEDURES. WHEN BORING, THE CONTRACTOR SHALL EXPOSE THE SBC FACILITIES. WHEN SBC FACILITIES ARE EXPOSED, THE CONTRACTOR WILL PROVIDE SUPPORT TO PREVENT DAMAGE TO THE CONDUIT DUCTS OR CABLES. WHEN EXCAVATING NEAR TELEPHONE POLES THE CONTRACTOR SHALL BRACE THE POLE FOR SUPPORT. v KtT MAN f'AUt WVU LOCATION MAP SCALE: N.T.S. AY L 44`1,�' JERSEY VILLAGE Cy[AI 1 W PROJECT q ?� LOCATION VICINITY MAP SCALE: N.T.S. PROJECT LOCATION ,41 ki . oil . - HIGHLANDS • RESERVOIR NON DEER PARK Ov ELLINGTON AIR FORCE BP // J fftl sm. CITY OF LA PORTE .ARGE DIAMETER SANITARY TRUNK SEWEF FAIRMONT PKWY-NORTH D STREET GENERAL NOTES - VICINITY MAP & LOCATION MAP 14 WAYNE SMITH & ASSOCIATES, INC. HOUSTON. TEXAS DESIGN: C.W.B. CHECKED: 1: - 2002 04-25-03 170-001-02 (SP-M, 1:1) a w w ui �o om Z z0 . a w�IZLu �m O w W ¢a¢ Ma o Nz, 'n N M Li. oQQ0 NJLL-e SHEET 18 t•=• N + Z `a WEST R.O.W. PROP. 42" SAN. SEW. qfi _ WEST R.O.W. +00 48+00 49+00 50+00 LL -� - - — - - - - - — - CENTERLINE w '-_-_----- — - - - - w W WJ EAST R.O.W. iii ZZ EAST R.O.W. Lu ♦W S v BAY AREA BOULEVARD SHEET 19 SHEET 20 z00 PROP. 36" SAN. SEW. LL 0-i PROP. MH "A -le o WEST R.O.W. CENTERLINE 0 f52 53+00 54+00 55+00 57+00 58+00 59+00 60+ PROP. " 13" - - _ - - - - - - - PROP: 36"'SAN: SEW: - - - _ �- 4+00 W+06- 56+00 57+OQ --48#00- _ _ -59f04. - 60+00_ _- 6T+M- :- ?!- PROP. 16-"'WAlERLTNE ADJUSTMENT - ' - - --'-- - - - - - - - - - -4 < Q EAST R.O.W. I_ O w� w n V) SHEET 21 z o� PROP. 36" SAN. SEW. z Q PROP. MH "A-15" UN _61+00 _ 62+00 _ 63+00 64+00 W Z EAST R.O.W. = W J � N= U � a cn W� ov � Q SENS ROAD SHEET 22 CENTERLINE PROP. 15" SAN. ( SEW. WEST R.O.W. 65+00 66+00 _67+00 A 68+00 _ 69+00 - 6 00 69+0a 7a+OD 71+00 72+00 --RR9P-. W SAN:--SEW. - i + — - H EAST R.O.W. 3 N W o "' w �o W U (n �= o Z O w b Lo SENS ROAD SHEET 23 w w ct� c / p o o: _ co W = Z N- J !n Lq W "A-16" NOTE: PAVING & DRAINAGE FACILITIES SHOWN ON DRAWING SHEETS ARE INTENDED FOR REFERENCE AND ARE NOT INCLUDED IN THIS CONTRACT. CITY OF LA PORTE LARGE DIAMETER SANITARY TRUNK SEWER FAIRMONT PKWY NORTH D STREET LAYOUT SHEET 2 OF 2 WAM SMITH & ASSOCIATES, INC. HOUSTON, MAS DESIGN: C.W.B. JOB No. 170-001 Cont. No. DRAWN: J.C.F./M.M. DATE: APRIL, 2002 CHECKED: 1041Y SCALE: f--100' ®ml 10/07/02 170-001-04 (SP-M-R14, 1:100) a WEST R.O.W. 0+00 1+00 2+00 3+ I -h I- i- W. I. & R[14 MH A 2"" L. STA c 4+04 5+00 — T . C. P.I. & PROP. MH "A-6" C.L. STA. 23+68 S N 1/2" I.R. N C.L. STA. 22+97.18, 26.28' RT. 2 PROP. MH "A-5" C.L. STA. 17+50 0o i r r -� 2ykoo P.0 N n ,8k � , O WEST R.O.W. 16j 1/2" I.R. ykooi k 22kpk/� �� '� CENTERLINE 1 f r (p i C.L. STA. 7+93.63, 5.59' LT. „ n p i O O COPPERWELD ROD P.I. &PROP. MH A-4 takoi r Z C.L. STA. 2+87.77, 6.26' LT. P.I. & PROP. MH "A-3" 168*52'11" C.L. STA. 11+40 t-5Apoo© pRg3 o 'r� C.L. STA. 7+59 �gkoo pNR R PROP. 42 SAN. SEWER " 172°0915 WEST R.O.W. 9+00 �° °= ;-� ; �7kpp , - ''k-' c 4—� , —' PROP. 15 SAN. SEWER +00 4+00 - 5+00 _ 6+00 - 7 00 — - _. ...... - _. f Q'.-���. -- 16kpp � '.�,-„ .,.- -� � � -' `� " ' t' b - PROP. MH B-1 _ _ C.L. STA. 17+50, 200 RT. F6+t 7'24'03" P.I. EAST R.O.W. 07+00 S:f D[0- — —9+09— - 41-00- ------_ -----�--i-----�----- 1+flB--- — -'� -- _— r 5/8" I.R. --`"------•----'-------- ---- f .,-i T C.L. STA. 12+90.25, 7.54' RT. Po '/PROP. 16" WATERLINE EAST R.O.W. ADJUSTME T T.B.M. #6 PROP. 42" SAN. SEWER P.I. & PROP. MH "A-7" 000T:`'r:1:hI:I5:llillI:�ilm P.I. & PROP. MH "A-8" C.L. STA. 30+25 C.L. STA. 26+13 — _--_--_----- 31+00 32 } 00 33+Or 0 - ~ 3 kp fps C) O -- �" EAST R.O.W. kp:oAy Ncr� G X ,A O 2 W. CENTERLINE +os_ P.I. & PROP. MH "A-9" C.L. STA. 34+49 1/2° I.R. 35+0� / C.L. STA. 35+95.68, 26.78' RT. CeN _ 361 OO 166°38' �\ \ P.I. & PROP. MH "A-10" _ Rt�Ne op dF� 37 00 C.L. STA. 37+07 77 "' \ \ = ROAD P 3 \ \ 0 ROoT 8�00 z`\\ \\ Q /. 1/2" I.R. 9�c00 \� \ \ \ \ C.L. STA. 39+04.53, 25.37' RT. ` P.T. 15" SAN. SEWER �o \ \qQ 160°49'27" P.I. & PROP. MH "C-1" \ �\ /� `\ P.I. & PROP. MH "A-11" O N \\ Q \\ C.L. STA. 41+90 �_ C.L. STA. 34+22, 202 RT. \�\ 2 \ \ \ Q + �00 ��` \`� ` ` 0-4.3+OQ_ 44+00 45+00 Z �' gad r - f= a T.B.M. #9 '-�¢ g1�L,�`` —_ _ — -- p N - — 47+76 -------~----�---- c� BAY AREA BOULEVARD I O w W Z EAST R.O.W.ui (= U F— W �t N � BENCHMARK: ELEVATIONS BASED ON PROJECT BENCHMARK USC GS MONUMENT "AW1275". A DISC IN CONCRETE STAMPED LA PORTE 1952, LOCATED ABOUT 1.15 MILES NORTHWEST ALONG STATE HIGHWAY 146 FROM THE NEW ELEMENTARY AT LA PORTE, THENCE ABOUT 2.05 MILES WEST ALONG SPENCER HIGHWAY, 112 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 33 FEET EAST OF THE CENTERLINE OF A SHELL ROAD LEADING TO THE AIRPORT, 6201/2 FEET NORTH OF LA PORTE R.M. NO. 1, 28 FEET NORTH OF THE NORTHEAST LEG OF A CONTROL TOWER, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. RECOVERED IN GOOD CONDITION, ORIGINAL DESCRIPTION ADEQUATE EXCEPT CONTROL TOWER MENTIONED THEREIN NO LONGER EXISTS AND SHELL ROAD HAS BEEN PAVED. MEASUREMENT SHOULD READ 7.10 METERS (23.3 FEET) EAST OF ITS CENTERLINE. ADD 1.83 METERS (6.0 FEET) NORTH-NORTHWEST OF NORTHWEST CORNER OF CONCRETE FOUNDATION OF SMALL METAL BUILDING WHICH PROVIDES POWER TO AIRPORT BEACON AND RUNWAY LIGHTS. ELEV. 21.87 (NAVD 88) TBM #6: TOP OF FIRE HYDRANT "LL' IN MUELLER. LOCATED APPROX. 170.8' NORTHEAST OF INTERSECTION OF FAIRMONT PARKWAY AND BAY AREA BLVD. AND APPROX. 25' WEST OF � DRIVEWAY AT NORTHEAST CORNER OF SAME INTERSECTION. C.L. STA. 0+76.91, 14.57' RT. ELEV. 17.75 1988 TBM #9: 3/4" IRON ROD LOCATED APPROX. 533.4' FROM t OF INTERSECTION OF FAIRMONT PARKWAY AND BAY AREA BLVD. AND APPROX. 74.5' NORTH OF PIPELINE SIGN LABELED 9" TEXAS EASTERN PIPELINE. C.L. STA. 38+38.33, 187.82' RT. ELEV. 18.68 A -./— 1988 BF84N*GN *t P NOTE: v PAVING & DRAINAGE FACILITIES SHOWN ON DRAWING SHEETS ARE INTENDED FOR REFERENCE AND ARE NOT INCLUDED IN THIS CONTRACT. CITY OF LA PORTE GE DIAMETER SANITARY TRUNK SEI FAIRMONT PKWY-NORTH D STREET HORIZONTAL & VERTICAL CONTROL SHEET 1 OF 2 WAM SMITH & ASSOCIATES, INC. HOUSTON, TEXAS Cont. No. DRAWN: J.C.F.//M.V.T. I DATE: APRIL, 2002 CHECKED: P.* I SCALE:1"=100' 09/24/02 fi 9 i [ET No. 05 Of 27 1 170-001-05 (SP-M-1114; 1:100) a cc Lp�'J Z N ° . 4] a w z zz zQ • a m 0 Q 0 0 a LL o LL n FY W W U Yt� 5 z H� w� o w zpz �z m W n° i� 0 Qoz N I�2N N cc 03/28/02 SOUTH R.O.W. Z PROP. 42" SAN. SEWER pN r 5/8" I.R. Q + 168°28'30" C.L. STA. 46+91.12, 19.25' LT. w Z P.I. & PROP. MH "A-12" C.L. STA. 46+95 O 0 48+00 _ 49+00— 50+00 00 J _ V -` P.T.- • `_Mt$3' pt3"—_ ~— 1 C) 3 00 -`-- fin �O -- _ - - -- — ------ E6fT I F 15 RE p LAJ _________P_RO_P. _SA_N._SEW. P.T. PROP. 16" WATERLINE ADJUSTMENT _ Lu J EAST R.O.W. W EAST R.O.W. PROP. MH "D-1" C.L. STA. 50+93, 105' RT. ♦W� �+ ) BAY AREA BOULEVARD 6 i Q T.B.M. #7 Z NORTH R.O.W. Q 0 _� PROP. MH "A-14" PROP. 36" SAN. SEWER_® 1- N C.L. STA. 52+21 = 1 1/2" I.P. Z CG WEST R.O.W. C.L. STA. 56+30.11, 20.41' RT. Z IL 524 0 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+0 O Q C~!) 10 55PWP. 36'56�� SEW +O(L- --�8+00_TERLINE -59t00. - 60+00_-_"_ 6T+M- -_- __1 __- LL.JECT V 2 D PRO-------------- =-� --- - _r T— LJAJ W W EAST R.O.W. 1 1/2" I.R. (% J C.L. STA. 51+00.58, 28.86' RT. j= Q ;< W� W SENS ROAD O M'' oW Q(V'' 1" I.R. o: z C.L. STA. 60+80.26, 20.41' RT. SOUTH R.O.W. - PROP. MH "A-15" W� z C.L. STA. 61+20 WEST R.O.W. PROP. 36" SAN. SEWER 61+00 62+00 63+00 64+00 65+00 a w 66+00 67+00 68+00 69+00 O-1 C. - 65+OOCENTERLI%7 0 68+00 69+00 70+00 71 00 72+00 I - I - - - - i + V- - I W _ = Z w EAST R.O.W. EAST R.O.W. _ JLLJ W _ W Nq M W m a 5;j-v WQ � W SENS ROAD a y` W W O Cl o::� PROP. MH "A-16" z C.L. STA. 70+10 END PROJECT 5/8" I.R. w/ CAP C.L. STA. 70+80.25, 18.04' RT. IZXT. 0 74+00 1- -- -f— BENCHMARK: ELEVATIONS BASED ON PROJECT BENCHMARK USC GS MONUMENT "AW1275'. A DISC IN CONCRETE STAMPED LA PORTE 1952, LOCATED ABOUT 1.15 MILES NORTHWEST ALONG STATE HIGHWAY 146 FROM THE NEW ELEMENTARY AT LA PORTE, THENCE ABOUT 2.05 MILES WEST ALONG SPENCER HIGHWAY, 112 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 33 FEET EAST OF THE CENTERLINE OF A SHELL ROAD LEADING TO THE AIRPORT, 6201/2 FEET NORTH OF LA PORTE R.M. NO. 1, 28 FEET NORTH OF THE NORTHEAST LEG OF A CONTROL TOWER, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. RECOVERED IN GOOD CONDITION, ORIGINAL DESCRIPTION ADEQUATE EXCEPT CONTROL TOWER MENTIONED THEREIN NO LONGER EXISTS AND SHELL ROAD HAS BEEN PAVED. MEASUREMENT SHOULD READ 7.10 METERS (23.3 FEET) EAST OF ITS CENTERLINE. ADD 1.83 METERS (6.0 FEET) NORTH-NORTHWEST OF NORTHWEST CORNER OF CONCRETE FOUNDATION OF SMALL METAL BUILDING WHICH PROVIDES POWER TO AIRPORT BEACON AND RUNWAY LIGHTS. ELEV. 21.87 (NAVD 88) TBM #7: BOX/SQUARE CUT INTO TOP CURB INLET APPROX. 219.3' WEST OF t OF INTERSECTION OF SPENCER HWY. AND SENS ROAD. C.L. STA. 52+07.86, 31.61' LT. ELEV. 18.77 1988 0 NOTE: PAVING & DRAINAGE FACILITIES SHOWN ON DRAWING SHEETS ARE INTENDED FOR REFERENCE AND ARE NOT INCLUDED IN THIS CONTRACT. CITY OF LA PORTE 3E DIAMETER SANITARY TRUNK SEV FAIRMONT PKWY NORTH D STREET HORIZONTAL & VERTICAL CONTROL SHEET 2 OF 2 4 WAYNE SMITH & ASSOCIATES, INC. HOUSTON, TEXAS C.W.B. JOB No. 170-001 Cont. No. J.C.F./M.V.T. DATE: APRIL, 2002 : ew SCALE: 1"=100' D SHEET No. 06 Of 27 170-001-06 (SP-M-R14, 1:1 W W u) _ a YW o z ' w Q= ZOO z . a < Z m W o E Ea W0 �a o via~ a n COZ W 2 N ti O W LL Q 0P. N LaL '.' _7 M 07/09/03 O ti ^ p p i.. p 0 @ tl C7 Q p p •- @ a. ? -✓ @ T7 N 'p o o 'Enter �.. w ; i i�- " `�1 ( e o o o t > mmMCO a m v m `Lm a@ �M NO3HO.W. ° a% H "ATele ain 2� IQ 1 e S I. C.L. STA. 2+5 WEST Qmp1 "DoNot En er t- 3+00LL CL 8° WATEt - - -1 11 i 1 11 ( (PVC C-900)5 �'���T�r I � EXIs . 21" s F CENTERLINE W /�i- Pip y y( ( II II ( (TO E REM ED I G I G} 87*241 AIR PRODUCTS/CARBON MONOXIDE LIril in illl Illil _ o _ _ w X l{Illillil Z X 1 l l! 1 I l i l l PROP. 42" SA . SE R i z A Z { 11 11 ll ll [ ~ n I Z M m m n l it 11 11 11 i Traffic Signal Ligh ' w Pipe Beard G -o l{f il +00— +D i - -- V m {Illl(l ,I I — o OV o Z Ill {1 11 Ill f LL m� l{llll r 7TTTl' oz I l( II I I II I c NT u I BAY AREA BLVD.� Traffic Signal Ligh { l I i ► _ l-�_��/ - - - - Cn a 1 1 I Service POI 1 Il W -_ - I i- � l W 1 1 I N t�:7 Ill11l111I � / 1 1 l 11 I{ l l ill / o f x 3'xi Tel Junc. ox EXIST. ls" WATERLINE W IT _ 1 I l 1(I I I I i 1 11 OE 0E 0 OE OE OEI I I of O Valves5Nk ` ` 'l ` l BE IN P OJE� ° 1 EAST R.O.W. A�PROX. LOCATION SS ( 1 Fire Ny - �, .L. + _ l ham- i= R d o+� I NORTH R.O.W. ai7i6wtE� 5I �c�s w w in a.(� t- i+s�1.% in in (n m r-. 5�•�-n. � _ , PROP. MH "A�1" ®,l^ T•B.M. #6 n i cTA A . nn nn 101 LEVATIONS BASED ON PROJECT BENCHMARK USC GS IONUMENT "AW1275". k DISC IN CONCRETE STAMPED LA PORTE 1952, LOCATED iBOUT 1.15 MILES NORTHWEST ALONG STATE HIGHWAY 146 ROM THE NEW ELEMENTARY AT LA PORTE, THENCE ABOUT '.05 MILES WEST ALONG SPENCER HIGHWAY, 112 FEET NORTH IF THE CENTERLINE OF HIGHWAY, 33 FEET EAST OF THE ;ENTERLINE OF A SHELL ROAD LEADING TO THE AIRPORT, ;201/2 FEET NORTH OF LA PORTE R.M. NO. 1, 28 FEET IORTH OF THE NORTHEAST LEG OF A CONTROL TOWER, AND V THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. :ECOVERED IN GOOD CONDITION, ORIGINAL DESCRIPTION ADEQUATE EXCEPT CONTROL TOWER MENTIONED THEREIN NO ONGER EXISTS AND SHELL ROAD HAS BEEN PAVED. 1EASUREMENT SHOULD READ 7.10 METERS (23.3 FEET) EAST )F ITS CENTERLINE. ADD 1.83 METERS (6.0 FEET) IORTH-NORTHWEST OF NORTHWEST CORNER OF CONCRETE OONDATION OF SMALL METAL BUILDING WHICH PROVIDES 'OW'ER TO AIRPORT BEACON AND RUNWAY LIGHTS. LEV. 21.87 (NAVD 88) TIM #6: OP OF FIRE HYDRANT "LL" IN MUELLER. LOCATED APPROX. 70.8' NORTHEAST OF INTERSECTION OF FAIRMONT PARKWAY AND BAY AREA BLVD. AND APPROX. 25' WEST OF � DRIVEWA' �T NORTHEAST CORNER OF SAME INTERSECTION. :.L. STA. 0+76.91, 14.57' RT. LEV. 17.75 1988 NOTES: 1. MANHOLE AT THE TERMINUS OF THE EXIST. 42" SANITARY SEWER IS TO BE REMOVED AND REPLACED w/ MH "A-1". 2. EXIST. 21" SANITARY SEWER BETWEEN MH "A-1" AND "A-2" IS TO BE REMOVED AND REPLACED w/ PROP. 42" TRUNK SEWER. 3. BYPASS PUMPING MAY BE REQUIRED DURING PROCESS, SUBMIT PLAN TO ENGINEER PRIOR TO BEGINNING. CITY OF LA PORTS LARGE DIAMETER SANITARY TRUNK SEWER FAIRMONT PKWY-NORTH D STREET PLAN & PROFILE BEGINNING TO C.L. STA 3+68 4 WAYNE SMITH & ASSOCIATES, INC. HOUSTON, TEXAS DESIGN: C.W.B. JOB No. 170-0010 Cont. No. DRAWN: M.V.T./J.C.F. DATE: APRIL, 2002 CHECKED: 014# SCALE: 1"=20' H. 1'=2' V. APPROVED: SHEET No. 07 Of 27 170-001-07 (XREF: 170-001-BASE)(SP-M-R14; 1:20) W [n z zl Q 0 W W N Y W Z W iY N Q Q F Z0 9 z a, I W F aZ 0 z UJ 0 N M �a U. com 00 Z O 00 Lo Z M O � U N O _! LL.� W O J u.j U c=n W PROP. 42" SAN. SEWER WEST R.O.W. w 4+00 5+00 6+00 7+00 i CENTERLINE << r _ r-j I --------------------.----._._ ---- x----_---- -- - 7 0 --Z 1-1=� — -- 8 100 9+00 1D00 BAY AREA B� D � _ I ill �- - - - - i--------------------------------------------------------------- ���/_^ __ _ _ _ _ °I f 'I ---------------------------- ----r3'1-_---------- EXIST. 16" WATERLINE <s Q — — — — — m EAST R.O.W. O O -I- Z I� vN O J W U W O J Lu U cnLLJ a W U) 16 101 EVATIONS BASED ON PROJECT BENCHMARK USC GS )NUMENT "AW1275". DISC IN CONCRETE STAMPED LA PORTE 1952, LOCATED IOUT 1.15 MILES NORTHWEST ALONG STATE HIGHWAY 146 OM THE NEW ELEMENTARY AT LA PORTE, THENCE ABOUT )5 MILES WEST ALONG SPENCER HIGHWAY, 112 FEET NORTH THE CENTERLINE OF HIGHWAY, 33 FEET EAST OF THE NTERLINE OF A SHELL ROAD LEADING TO THE AIRPORT, 01/2 FEET NORTH OF LA PORTE R.M. NO. 1, 28 FEET IRTH OF THE NORTHEAST LEG OF A CONTROL TOWER, AND THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. COVERED IN GOOD CONDITION, ORIGINAL DESCRIPTION ,EQUATE EXCEPT CONTROL TOWER MENTIONED THEREIN NO NGER EXISTS AND SHELL ROAD HAS BEEN PAVED. ASUREMENT SHOULD READ 7.10 METERS (23.3 FEET) EAST ITS CENTERLINE, ADD 1.83 METERS (6.0 FEET) IRTH—NORTHWEST OF NORTHWEST CORNER OF CONCRETE UNDATION OF SMALL METAL BUILDING WHICH PROVIDES IWER TO AIRPORT BEACON AND RUNWAY LIGHTS. EV. 21.87 (NAVD 88) OP OF FIRE HYDRANT "LL" IN MUELLER. LOCATED APPROX. 70.8' NORTHEAST OF INTERSECTION OF FAIRMONT PARKWAY ND BAY AREA BLVD. AND APPROX. 25' WEST OF � DRIVEWA T NORTHEAST CORNER OF SAME INTERSECTION. .L. STA. 0+76.91, 14.57' RT. EV. 17.75 1988 0 J CITY OF LA PORTE LARGE DIAMETER SANITARY TRUNK SEWER FAIRMONT PKWY-NORTH D STREET PLAN & PROFILE C.L STA 3+58 TO C"L STA 7+58 14 WAYNE SMITH & ASSOCIATES, INC. HOUSTON, TEXAS DESIGN: C.W.B. JOB No. 170-0010 Cont. No. DRAWN: M.V.T./J.C.F. DATE: APRIL, 2002 CHECKED: 60 SCALE: 1"=20' H. i"=2' V. (XREF. 170-001—BASE)(SP—M—R14, 1:20) a w W ul V) Yij Z W N_N � 0 a= a° g Z w W W IL a I— Z. nLUN oW LL oaao N J LL C> I w Lu 'S W_ YW Z W a Z ° U Z w tU5 W �a a WON 25 0, ti�2LL O C-4 -J cl 12 PROP. MH "A-4" P.I. C.L. STA. 11+40 PROP. 42" SAN. SEWER 168052'11"- 12+00 13+00 14+00 _.--_----- -- WEST R.O.W. CENTERLINE w-r--� - --- ---- zo 1 1 0 --.---.— _-------------- ----------� 7-----------77------------�--------------7T-----------� I I Y Y Y Y Y —_L-------- ' I 1 I I __ I 1----------- L------------I-------------L------------ 1-------------1 -.� -�_-`- BAY AREA BLVD. 2-_`15+00 16+00 17+00 0 CD 10' U.E. TO LA PORTE AREA - WATER AUTHORITY ~ - H.C.C.F. NO. M 387153 SEPT. 6, 1989 ---- - - - - - - - - EXIST. 16 WATERLINE - - '------_---- _ _ - -/- EAST R.O.W. y _IVVnmmmN; EVATIONS BASED ON PROJECT BENCHMARK USC GS )NUMENT "AW1275". DISC IN CONCRETE STAMPED LA PORTE 1952, LOCATED IOUT 1.15 MILES NORTHWEST ALONG STATE HIGHWAY 146 OM THE NEW ELEMENTARY AT LA PORTE, THENCE ABOUT )5 MILES WEST ALONG SPENCER HIGHWAY, 112 FEET NORTH THE CENTERLINE OF HIGHWAY, 33 FEET EAST OF THE NTERLINE OF A SHELL ROAD LEADING TO THE AIRPORT, .01/2 FEET NORTH OF LA PORTE R.M. NO. 1, 28 FEET )RTH OF THE NORTHEAST LEG OF A CONTROL TOWER, AND THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. COVERED IN GOOD CONDITION, ORIGINAL DESCRIPTION )EQUATE EXCEPT CONTROL TOWER MENTIONED THEREIN NO NGER EXISTS AND SHELL ROAD HAS BEEN PAVED. :ASUREMENT SHOULD READ 7.10 METERS (23.3 FEET) EAST ITS CENTERLINE. ADD 1.83 METERS (6.0 FEET) )RTH-NORTHWEST OF NORTHWEST CORNER OF CONCRETE NNDATION OF SMALL METAL BUILDING WHICH PROVIDES )WER TO AIRPORT BEACON AND RUNWAY LIGHTS. EV. 21.87 (NAVD 88) I DIVI itu. - i c TOP OF FIRE HYDRANT "LL" IN MUELLER. LOCATED APPROX. LA 170.8' NORTHEAST OF INTERSECTION OF FAIRMONT PARKWAY ~ Q i � AND BAY AREA BLVD. AND APPROX. 25' WEST OF DRIVEWA AT NORTHEAST CORNER OF SAME INTERSECTION. ZC.L. STA. 0+76.91, 14.57' RT. `- ELEV. 17.75 1988 Z `U cn 18 U. U uj J W uj N Q �W - N p .. ....... ......... .......... .. .............. ..:::::. ::. ...... ..........-:::::.... ........- ......:::: 16 ... ....... ........ ........ ........ ........ ........ . .... ....... .................. .......................................................................... *: - j ^L w ........................................................................................................................................ ...... ......._........_........................_.................._...... ...... ......................_.._._._._...._.._....__...... ..............._ ee woeueussueeeeuaiu CITY OF LA PORTE LARGE DIAMETER SANITARY TRUNK SEWER FAIRMONT PKWY-NORTH D STREET PLAN & PROFILE C.L STA 11+35 TO C.L STA 14+75 14 WWAM SMITH & ASSOCIATES, INC. HOOSMN, TEXAS DRAWN: M.V.T./J.C.F. DATE: APRIL, 2002 CHECKED: �/� SCALE: 1"=20' H. 1"=2' V. APPROVEQr:/. sli,' / SHEET No. 10 Of 27 03/28/02 CFNTFRI_INF STATION 170-001 TO (XREF: 170-001-BASE)(SP-M-R14-- 1-20) I Em w w U YW ZW h a= a o U Z I W W E o. a� WON LL 0 N _LL � vo Y No I noiovn,) O F= LO Q � Z � U :f) O J W U O Z W = W U N F— Q W 2 W V) PROP. MH "A-5" PROP. 42" SAN. SEWER 0 C.L. STA. 17+50 PROP. 42" SAN. SEWER 15+00 16+00 < 17+00 18+00 "' 19+00 F-- — ^ — — — \— WEST R.O.W.— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � �IJ I I uj LO I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - ----------- ------------------------ T7------------ 7-7------------ r—, — fi----- -- Y----------_ Y _____ Y I I I I I I I I -----------I-------------------- —-----I-------------L---------_--1-------_ - I-------------L------L_ LATERAL 'T 15" SAN. SEWER (FOR PROFILE SEE SHEET 24) 19+00 F- 21+00 I­__ 1 , — — — — — — — — — ---.----------(----------'---- —-----------1--------_------�-------- '---I-------------�'------_._._— I —r--.--------'.--I-- ! I I I I I II Ii I _—.._L�-------_---_-- --------'-- ---'7 -- — — __ _ _ — — ___ — — _ — ! — � TO 10' U.E. TO LA PORTE AREA ( WATER I H.C.C.F. NO. M 387153__ SEPT. 6, 1989 i PROP. MH "B-1 rI-T AF C.L. STA. 17+50, 200' RT. EAST R.O.W. I ELEVATIONS BASED ON PROJECT BENCHMARK USC GS MONUMENT "AW1275". A DISC IN CONCRETE STAMPED LA PORTE 1952, LOCATED ABOUT 1.15 MILES NORTHWEST ALONG STATE HIGHWAY 146 FROM THE NEW ELEMENTARY AT LA PORTE, THENCE ABOUT 2.05 MILES WEST ALONG SPENCER HIGHWAY, 112 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 33 FEET EAST OF THE CENTERLINE OF A SHELL ROAD LEADING TO THE AIRPORT, 6201/2 FEET NORTH OF LA PORTE R.M. NO. 1, 28 FEET NORTH OF THE NORTHEAST LEG OF A CONTROL TOWER, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. RECOVERED IN GOOD CONDITION, ORIGINAL DESCRIPTION ADEQUATE EXCEPT CONTROL TOWER MENTIONED THEREIN NO LONGER EXISTS AND SHELL ROAD HAS BEEN PAVED. MEASUREMENT SHOULD READ 7.10 METERS (23.3 FEET) EAST OF ITS CENTERLINE. ADD 1.83 METERS (6.0 FEET) NORTH—NORTHWEST OF NORTHWEST CORNER OF CONCRETE FOUNDATION OF SMALL METAL BUILDING WHICH PROVIDES POWER TO AIRPORT BEACON AND RUNWAY LIGHTS. ELEV. 21.87 (NAVD 88) Z 0 TBM #6: N Q TOP OF FIRE HYDRANT "LL" IN MUELLER. LOCATED APPROX. + 170.8' NORTHEAST OF INTERSECTION OF FAIRMONT PARKWAY AND BAY AREA BLVD. AND APPROX. 25' WEST OF DRIVEWA 0- AT NORTHEAST CORNER OF SAME INTERSECTION. Z Q C.L. STA. 0+76.91, 14.57' RT. ELEV. 17.75 1988 O -J CU W F— J uj LAj _ i U Q cLAJ W 2 12 Is 4/ CITY OF LA PORTE LARGE DIAMETER SANITARY TRUNK SEWER FAIRMONT PKWY-NORTH D STREET PLAN & PROFILE C"L STA 14+75 TO C.L STA 19+25 WAYM SMITH & ASSOCIATES, INC. HOUSTON, TEXAS DESIGN: C.W.B. JOB No. 170-0010 Cont. No. DRAWN: M.V.T./J.C.F. DATE: APRIL, 2002 CHECKED: 90 SCALE: 1"=20' H. 1"=2' V. APPROVED: SHEET No. 11 Of 27 170-001— 1 (XREF: 170-001—BASE)(SP—M—R14, 1: I olom IUU-lj L) Ln < Q ULu U.. v ,C04 r 0 m ¢ w z ca a z � z U a o m C3 U Q n w w W YW Z W N� U) a= ?0 yz � I W H �a a� CD z o�0!0 cq IT•'90 14 )3/28/02 _ PROP. MH "A-8" P.I. C.L. STA. 30+2�' — — — PROP. 42" SAN. SEWER 30+ _ —_ +00 1 31 29+00 164*45'42" �- _ — ---�— rLiWEST R.O.W. _ _ -- __ LJ U _ �-' l--------------------- �--►. l� CENTERLI E i � 9 f r ---_ _----r�r— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- -- - - �L-------------\-7-------------77------------ - -7 - - _ L-._...---------- a = N CO z `-4 BAY AREA BLVD. 33+00 32+00 4+ 3 0 ?F Coe- ..J —-- °0 0 - j — N uv)W y 3 af �.. Q W'•'——————---------- 1__--_------- _ _ W V• _ -- — I�Jr i I — ( — r _ vJ --- -------- L --------------------- _ 10' U.E. TO LA PORTE AREA — — — — _ I WATER AUTHORITY 1 H.C.C.F. NO. M 387153 SEPT. 6, 1989 — _EXIST. 16" WATERLINE ` 1 EAST R.O.W. (u rolkli(tw�Jkia rGv"O k 12 `;i EVATIONS BASED ON PROJECT BENCHMARK USC GS I )NUMENT "AW1275". DISC IN CONCRETE STAMPED LA PORTE 1952, LOCATED LOUT 1.15 MILES NORTHWEST ALONG STATE HIGHWAY 146 OM THE NEW ELEMENTARY AT LA PORTE, THENCE ABOUT )5 MILES WEST ALONG SPENCER HIGHWAY, 112 FEET NORTH THE CENTERLINE OF HIGHWAY, 33 FEET EAST OF THE NTERLINE OF A SHELL ROAD LEADING TO THE AIRPORT, 01/2 FEET NORTH OF LA PORTE R.M. NO. 1, 28 FEET )RTH OF THE NORTHEAST LEG OF A CONTROL TOWER, AND THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. COVERED IN GOOD CONDITION, ORIGINAL DESCRIPTION 1EQUATE EXCEPT CONTROL TOWER MENTIONED THEREIN NO NGER EXISTS AND SHELL ROAD HAS BEEN PAVED. :ASUREMENT SHOULD READ 7.10 METERS (23.3 FEET) EAST ITS CENTERLINE. ADD 1.83 METERS (6.0 FEET) IRTH-NORTHWEST OF NORTHWEST CORNER OF CONCRETE iUNDATION OF SMALL METAL BUILDING WHICH PROVIDES IWER TO AIRPORT BEACON AND RUNWAY LIGHTS. EV. 21.87 (NAVD 88) 5/4" IRON ROD LOCATED APPROX. 533.4' FROM � OF NTERSECTION OF FAIRMONT PARKWAY AND BAY AREA BLVD. 1ND APPROX. 74.5' NORTH OF PIPELINE SIGN LABELED 9" FEXAS EASTERN PIPELINE. '.L. STA. 38+38.33, 187.82' RT. I Al u CITY OF LA PORTS LARGE DIAMETER SANITARY TRUNK SEWER FAIRMONT PKWY-NORTH D STREET PLAN & PROFILE C.L STA 28+09 TO C.L. STA 32+38 WAM SMITH & ASSOCIATES, INC. HOUSTON, TEXAS W.B. JOB No. 170-0010 Cont. No. V.T./J.C.F. DATE: APRIL, 2002 SCALE: 1"=20' H. 1"=2' V. SHEET No. 14 Of 27 170-001-14 (XREF: 170-001—BASE)(SP—M—R14: 1:20) W YW Z IIJ F- U) Z 0 g Z LLI W �a a� O W O N n S` LL N J LL V ire 17 PROP. MH "A-9" PROP. 42" SAN. SEWER - P.I.CT.-STA.- — -- 34-t00 _ I — — — — —--166'38"19'" wta K.U. w. -�------? _-__--------- 1 f— — — — — — — — — — — — — — — — — — — — — — — — _ T LIB----------�._. -`i------------- ---------- --�--- _ Y 4 L-------------1-- -----------I------ _.------- 1------ - LATERAL "C" - - 15" SAN. SEWER 0® II (FOR PROFILE SEE SHEET 24) F� .dl% Q N O0 U e � J o� Is uj d- Z r- J iJ= W i Q W� I BAY AREA BLVD. +oo 36+00 _ -E-- ------ --_ '7-------------I--------- -----I------------- -------------— — — — — — — — — — — — — — — — — — - --_--—--------------- _..- - - - - - - - - - - - - - - - - - - - - - - E - - --.10' U.E. TO LA PORTE AREA WATER AUTHORITY PROP. MH "C-1" SEPT.6, 1989 F. N0. M 387153 C.L. STA. 34+22, 20E-2' RT. � SEPT. EXIST. 16" WATERLINE EAST R.O.W. CENTERLINE ---------------- wLIJ •F Y O N co 38+00 i 1 % k 0 1EVATIONS BASED ON PROJECT BENCHMARK USC GS MONUMENT "AW1275". \ DISC IN CONCRETE STAMPED LA PORTE 1952, LOCATED \BOUT 1.15 MILES NORTHWEST ALONG STATE HIGHWAY 146 'ROM THE NEW ELEMENTARY AT LA PORTE, THENCE ABOUT ?.05 MILES WEST ALONG SPENCER HIGHWAY, 112 FEET NORTH )F THE CENTERLINE OF HIGHWAY, 33 FEET EAST OF THE 'ENTERLINE OF A SHELL ROAD LEADING TO THE AIRPORT, i201/2 FEET NORTH OF LA PORTE R.M. NO. 1, 28 FEET 4ORTH OF THE NORTHEAST LEG OF A CONTROL TOWER, AND N THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. ZECOVERED IN GOOD CONDITION, ORIGINAL DESCRIPTION \DEQUATE EXCEPT CONTROL TOWER MENTIONED THEREIN NO _ONGER EXISTS AND SHELL ROAD HAS BEEN PAVED. MEASUREMENT SHOULD READ 7.10 METERS (23.3 FEET) EAST )F ITS CENTERLINE. ADD 1.83 METERS (6.0 FEET) 4ORTH-NORTHWEST OF NORTHWEST CORNER OF CONCRETE -OUNDATION OF SMALL METAL BUILDING WHICH PROVIDES 'OWER TO AIRPORT BEACON AND RUNWAY LIGHTS. _LEV. 21.87 (NAVD 88) 5/4" IRON ROD LOCATED APPROX. 533.4' FROM � OF NTERSECTION OF FAIRMONT PARKWAY AND BAY AREA BLVD. \ND APPROX. 74.5' NORTH OF PIPELINE SIGN LABELED 9" TEXAS EASTERN PIPELINE. :.L. STA. 38+38.33, 187.82' RT. lJ 01 •:: CITY OF LA PORTE LARGE DIAMETER SANITARY TRUNK SEWER FAIRMONT PKWY-NORTH D STREET PLAN & PROFILE C.L STA 32+38 TO C"L STA 36+62 WAYNE SMITH & ASSOCIATES, INC. HOUSTON, TEXAS DESIGN: C.W.B. I JOB No. l CHECKED: &AV I SCALE: 1"=2d H. 1"=2' V. 09/23/02 rr*AllrPl IMP cTATIMKi 117 1C /V�CC hM. 11A n^4 ninr%/Cn \, n nM a m LLJ W Z W W YW a z N 13 a Zpa' z tq m Ili w �Yjs o¢ a. Z N o LU 4 0 - NJU.e(o - - __ - _. --- .. - -I I I w BENCHMARK: 16049'27" --- - 10 PROP. 42" SAN. SEWER - - _ _ - ELEVATIONS BASED ON PROJECT BENCHMARK USC GS 45+00 MONUMENT "AW1275". -- - - - - - - _ - - _ _ A DISC IN CONCRETE STAMPED LA PORTE 1952, LOCATED CENTERLINE 44+00 --- - - ABOUT 1.15 MILES NORTHWEST ALONG STATE HIGHWAY 146 _ - FROM THE NEW ELEMENTARY AT LA PORTE, THENCE ABOUT 43+00 - _---- - - - -' ; ` 2.05 MILES WEST ALONG SPENCER HIGHWAY, 112 FEET NORTH„ ; 42+00 _ __ _ - -- - WEST R.O.W. OF THE CENTERLINE OF HIGHWAY, 33 FEET EAST OF THE- - - --I ~ =F= F -_- -- CENTERLINE OF A SHELL ROAD LEADING TO THE AIRPORT, -- 6201/2 FEET NORTH OF LA PORTE R.M. NO. 1, 28 FEET - � L- --- ------------- NORTH OF THE NORTHEAST LEG OF A CONTROL TOWER, AND \_ IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. RECOVERED IN GOOD CONDITION, ORIGINAL DESCRIPTION PROP. MH "A-11" -_ -- -- - - - - _ - _ -__- - t -- -- ADEQUATE EXCEPT CONTROL TOWER MENTIONED THEREIN NO _ __ 1 _ P.I. C.L. STA. 41+90 - - -- LONGER EXISTS AND SHELL ROAD HAS BEEN PAVED. MEASUREMENT SHOULD READ 7.10 METERS (23.3 FEET) EAST ~_ �1� .4 � OF ITS CENTERLINE. ADD 1.83 METERS (6.0 FEET) \\ \ + II NORTH-NORTHWEST OF NORTHWEST CORNER OF CONCRETE O 1 \\\ \\ \ - _4 I - - - FOUNDATION OF SMALL METAL BUILDING WHICH PROVIDES Z POWER TO AIRPORT BEACON AND RUNWAY LIGHTS. "_ --- --- - - - -- ! r - " ` - - 0 N ELEV. 21.87 (NAVD 88) Q + TBM #9: z �� \ �\ I p ---~ ~ Z d' 3/4" IRON ROD LOCATED APPROX. 533.4' FROM � OF If _ - _ ` I _ -- _ �► INTERSECTION OF FAIRMONT PARKWAY AND BAY AREA BLVD. �" °' I -I I -- ' - - " " - ~ Q AND APPROX. 74.5' NORTH OF PIPELINE SIGN LABELED 9" I _ - I , _ ---" t - r TEXAS EASTERN PIPELINE. s` vi ' — _ I- - — _ — ® cn „�` /- _ _ - ( C.L. STA. 38+38.33, 187.82' RT. 3 _ W z J I /7 1 - - - _ - -- - ' -- -- _ _ _ - _ - - - • EELEV. 18.68 1988 m 2N / / -- _ -r� -- --- 48 O U i m I 1.61 ft 1 // N // 45+00 -` 1 A7#80-- - --- �- z Q J z `/7 _ "--f _ 46+00 _ t _ ----4 _____ V� J • LL ! y Z m W —w W U I- Q owl t-- 5 a LL ' U) Q t (� (n II • c ; , 10' U.E. TO LA PORTE AREA WATER AUTHORITY H.C.C.F. NO. M 387153 - _ SEPT. 6, 1989 EXIST. 16" WATERLINE - w - _ EAST R.O.W. W ...._...................._.._......._.........................._ ................_..................._.-.......................... ...._........._.............................._...._............... ........._........... .................._._........._._...... . ...................................................... ............................__............................................ .................... ............................................. .............................._ .........__......_.....I........ ............. ........... . ......._ ......... ..........._....................................... ....I .......... . ..WEST R:4:iV... ...................................................................... .................................. ..................... ............................. ........-....___................ ..... .......................... ;J ....................................._.................._........._.............................................._.................... ........................._....... .........._..........................................._..-......... ....._...... ........-........_. �d Z ......... .... .... ... ........................... ........._.......__—. ................................... .. .................._...........................:............... ... ....-......_. . �/ Z ...... ........ ................................................... ............................................... . ........... ........ .............. ................ ................. .. .. ... ................................................. ............ .. .......-..................... .............................I..... .... ..........i- _ N ...... ...__.._............-.................._. ... ._.... ..................._......... .............................__ .................................-..................._............._ _ ............_......_ ...... ..............................._........ „.......... . ................................ ................................._ .......-......... ...-.-............._. _____ ............................................._..................... .................................................-. ___ 1'"_ III G ......... ....... ....................._........................ .....-. <- ......._........ ........... .......... .-.................-..-..............-.. ____ ................................... ...................... ....-.........._ ...........VI 18 ............................................................... ................................................. ........----................. ..............................._...................---............._ ..................................... - m ... .... ... . ...� ...................................... .................................. w ......._._......._.._...... .._..............__......._.............-..........._......... -.........-................_. . ..................... ........_............__._........_....... -................... ............._..................-..... ................ ................. . ................._ ............................................. ...... ... .. .. ...! ;. .,........ -....................... .............. ....... . ........... .....................-...................._...... .............-....... . ....................-.................... ..._.. 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Revision .... .. ........ .. .... ...... By Chk Appr. Date ....._. ... ... _...... ........ ....._. ._.._.............._.......__........__....................._ ............-_....... .._.................................__._. ............._........_._......_...._.._._......... ......�:::-:..... ......I... . ........................._.. -------........._.. ----------..... . .. ........_-. .............._._........._......._....._.----_.-_._.... ..._..._......._...._-..........__.........._........... ........_..._ ....... ....... .......... ..I..................... ....................................... ...................................................................... ..........................................-..........-..................................................................... ..... ....... ......._............................................................ ------.------... ----------........................ ................. .....................................-. 1 2 .................................. ....................................................._............... ...........-...................-.............................-----. ........... ....... ...................................:.......-... .....-............... .......................-...................... ......................I-_........................................-.................................. 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STA 41 51 TO CL ST A.-.- --- .-.--...- .. 45+24 OFILE -.-........-...............- ... ........ ......----................_. --......__._.........-----..........._.__--._--............ -_............--.._ __--...._....---....--__......._.. .-....._-...' .......--.--..... __........_..-._......_._.... .:-:_:.:..::::- .- ........ ........ .. .....- ....... -- .... .... .... _.-.... ....._._. .._...__........._.-........._.............._-.............. .......-_........_.-._...._.. .............. ._......... -_._...._......_........._..._.. ........._...... ............__........-._..._-.......:.-_:::::::::-: _:.:..._...:._-:----._:............__... .............. .......................... ...................................................................... .......-......................... ...................................................................I................................... ...................................................................... .................................................... ........ ....................... WAYNE SMITH & ASSOCIATES INC. ...s. ..V,....Q....O,... 4f.................... .......... .. .....-.................. ... ................. ............................. ii. ......._........_.............._....... _-.._...__.... ._..--._................._...._.... HOUSTON TIXAS_........._._......................_..-...._....... - ..._.....-. _.......... .._.--_. ._........._. ......__..... ............... ......._....... .....-..-.__......._.._.... .... Aa�.,....s.�.W...... ...� .- ........._....... ........... .................. .............. ......................................... ....-... ............... ...-................... . ............................................ ................. .....................:".:::::::..:.:::::::::: . -'..:: ..:::::: ::-:..:. -:.:..... ......._.........._....__ . .... ...._-- .......... ........ ....I——.- _......_ - .......... .......... ._...... .... .......... ....._.. ..._ ..-._._ .... _ 6 ....... .... .. ---. .. .... .... ... ... 1........-L- ..........-........-... .....__..-........... ..-..-.. ... ..... ...... _....... ..........................._.I................. .........._...... ........ .............................-.._......._...................__...._..-_..,.__..._.. _... -.._..._.._.... ... __..._..........__-........._...... .........__.-..........--.........__......_.._.._._...._-. .........-..... ..........--- DESIGN: ..-_............................. ......_....-. "-'._...._..._...----........_.............._. ........--._... .._--._...._._.........--- ..._._-........ .........._..-..._.. C.W.B. :........_..._... ........_.. .... ........ —._...._..............................._ ....._... -._........ ._._.......-._ .........._._....._...._........_._... --.. OB No. 170 0010 Cont. No. I.......... _ -_._..._ .__._. ._....... _......._ -........ ..._._.. _. ......_. 1..........._ DR AWN:.. ............._...._._.........._.................._. ._..................._.................:......... ........ .... _. .......__...._._.............._-. ._..._...._.......----.........-.........._... ......-. ...... _... ..._ _ .... M.V.T./d.C.F. DATE: APRIL........ ........................... ......... ............._.-.......-.._. L. 2002 ................._......_.........._.........._._... _.._._..._._...................__...._.._ -....__....... ._._..._.... .......- -........... CHECKED: SCALE: 1"=20' H. 1"=2' V. CENTERLINE STATION APPRDVEO . SHEET No. 17 Of 27 s 170-001-17 (XREF: 170-001—BASE)(SP-M-R14, 1:20) . - r 4 0 iz �w 5 ¢ w W z m 2 W a x Z CD z a c 0 a a ul W N Y�j o UJ }� ❑w z0Q uZ m W ¢¢ W.0 N n O R LE 0 N LL N ®l --r cc Lli ca z c c a c LL Q f W za' ZO Q a Z � m o LLI 0 LLi ¢ Q r LL OOZ O N n W LL O LLcm I I its I Y W o Z W a. w z }o ow Zo ZQ •'m NZ w j o W YILI �a o Q F 0 n oW0N n L cl) o Q mi SAN. SWR. MH T.O.R. 20.56 6"FMN[13.33 15" E [11.98 PROP. 36" SAN. SEWER -� - - WEST R.O.W. ® —�. Z Q - V 00 0 0-4 E— �! f I 24" RC ui uj t= Q `- PROP. MH "A-15" w C.L. STA. 61+20 CENTERLINE PROP. 36" SAN. SEWER CENTERLINE PROP. — 62+00-----�_- H ' x x x x x x x x x x x X 6" PVC FM 64+00 — 12" WATER CENTERPOINT 4" 1P STL — ... — ... — I CALLED OUTLOTS 39, 40, 41 & 42 GRANTOR: DECKER McKIM, INC. GRANTEE: LA PORTE INDEPENDENT SCHOOL DISTRICT 63+00 -----'+O-------- I --x x x x x x x x x� X x •x x x ;6 PVC FM Z 0 65+00 — SENS ROAD (26TH ST.) — 66_+10_0 X W 0 N m ti m D m m m z z SWBT 12-47 „C" PVC » =_ K1/22L icillCENTERLINE / :3►�jQ/ 14-28-03 -- .. F-A _ � - WEST R.O.W. ' o ¢ Co N o �v o Q o� V 67+00 cn 0 W C) H _ N Z_ LLj W U SWBT 12-4> "C" PVC (n Q W — — cn VATIONS BASED ON PROJECT BENCHMARK USC GS iNUMENT "AW1275". DISC IN CONCRETE STAMPED LA PORTE 1952, LOCATED OUT 1.15 MILES NORTHWEST ALONG STATE HIGHWAY 146 OM THE NEW ELEMENTARY AT LA PORTE, THENCE ABOUT )5 MILES WEST ALONG SPENCER HIGHWAY, 112 FEET NORTH THE CENTERLINE OF HIGHWAY, 33 FEET EAST OF THE NTERLINE OF A SHELL ROAD LEADING TO THE AIRPORT, 01/2 FEET NORTH OF LA PORTE R.M. NO. 1, 28 FEET RTH OF THE NORTHEAST LEG OF A CONTROL TOWER, AND THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. COVERED IN GOOD CONDITION, ORIGINAL DESCRIPTION EQUATE EXCEPT CONTROL TOWER MENTIONED THEREIN NO LAGER EXISTS AND SHELL ROAD HAS BEEN PAVED. ASUREMENT SHOULD READ 7.10 METERS (23.3 FEET) EAST ITS CENTERLINE. ADD 1.83 METERS (6.0 FEET) RTH-NORTHWEST OF NORTHWEST CORNER OF CONCRETE JNDATION OF SMALL METAL BUILDING WHICH PROVIDES WER TO AIRPORT BEACON AND RUNWAY LIGHTS. :V. 21.87 (NAVD 88) IM #7: X/SQUARE CUT INTO TOP CURB INLET APPROX. 219.3' WES t OF INTERSECTION OF SPENCER HWY. AND SENS ROAD. STA. 52+07.86, 31.61' LT. 'V. 18.77 1988 18 } CHARLES W BEI q.Q;; CITY OF LA PORTE LARGE DIAMETER SANITARY TRUNK SEWER FAIRMONT PKWY-NORTH D STREET PLAN & PROFILE C.L STA 60+14 TO C.L STA 64+64 WAYNE SMITH & ASSOCIATES, INC. HOUSTON, TEXAS DESIGN: C.W.B. JOB No. 170-0010 Cont. No. DRAWN: M.V.T./J.C.F. DATE: APRIL, 2002 4 CHECKED: go SCALE: 1"=20' H. 1"=2' V. _— APPROVE SHEET No. 21 Of 27 .. ..... r. '--- - vv. ' -"", I.&vj wi LU w U) Y z w ui I-- in :c Z 0 Z Lu 0 0 w z O 0 Lu C-4 LL. 0 N LL c4 LLI i w Yij o Z W w z LLf O w i Q G fn Z m Z) w LIJ Q { El j �W �a � ¢ o U oCZ ~LL, 0LLL o N cm LL N I i i i i Pi i W Vi: �1 rj C o j Z W w (n /� N O w Z0 z �z m W =� ¢¢ W Is c. 0 a� LL a WON n ti 0 3 t m n I I't�L✓TL J/'11Y. IJL��Lij\ ,'+-------� I I I I I I I I 1 I I I I I I I { I I I I I I I I I I I — CENTERLINE I I I I �— IST R.O.W. I ( I I � i i— POP. MH "A—" CIL. STA. 17+510 I PROP. 1511 SAN. S�WER I I I I I [ I I LA I I I I r� Lj7--1--- I I I I I 15' V.E. I { I I I I i I I I I i I I I I i I I I I i I I I I I I I I I I I I I -PR P. 42" SAN. EWEf— I I I I 1 1 1 W � F � W ZW F y, Q = F Z0 yZ ♦Y I W LLII (— 2 n. � Q Z "r LL oaa° NJtLN 200' R.O.W. o I 0 N S 0 0 1 i i 1 1 I I I I I I I I I I I I I i I I I I I I i I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I PROP. "B-1" I C.L. STA. 1 17+5b, 200' RT.-I I I "B" L ..I I I I L_--_ I I I I / 10' U.E.ITO LA ORTE AREA WATER �UTHORI H.C.C.F. N0. M 87153 SEPT. 6,1 1989 I I I I I I i I l I 1 I I I I I f I I I I I I I I I I i 1 � EXIST. 16". WATERLINE EAST R.O.W. PROP. MH "A-9" P.I. C.L. STA. 34+49 I I I 1 ) ► I I I I I ( I I ( I I I I I I I f I I I I I ( ► i PROP. 42" SAN. I SEWER CENTERLINE I WEST R.O.W. I I I ( I I I I I I 1 I I I I I I I I lit, I I I I I I I I I I I ! I 1I66*38'19" 1 I PROP. 15" SAN. SEVER I I I I I I I I I >--------, LA 1 I I 1 15' b.E. I I I I I I I I I I I I I I I I Pf OP. 42" SAN.i SEW�R j I I I I I o l I I I I I I 1 M I l 1 I 1 I I I I I I I I I I 1 1 I I I I I I I I I 1 I I I I I 1 I I It I It I It I I ► I 1 I I I ( ► I I I ► ( 1 I I I I 200' R.Q.W. I ( 1 I r3 I I I I I I I I I I I I I I i I I I i I I I I =a ( I I I I I I I I I I I I j PROP. Mo "C—)" :RAL "C" I C.L. STA. 1 34+22, 202' RT. 17 1 I I I I I 1 I I I I I I 10' U.E. ITO LA hRTE AREA WATER AUTHORITY I 1 H.C.C.F. NO. M J87153 I I SEPT. 6,11989 1 1 1 I { 1 I I I I I I I I o i I I ► 1 1 1 M' ELEVATIONS BASED ON PROJECT BENCHMARK USC GS MONUMENT "AW1275". A DISC IN CONCRETE STAMPED LA PORTE 1952, LOCATED ABOUT 1.15 MILES NORTHWEST ALONG STATE HIGHWAY 146 FROM THE NEW ELEMENTARY AT LA PORTE, THENCE ABOUT 2.05 MILES WEST ALONG SPENCER HIGHWAY, 112 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 33 FEET EAST OF THE CENTERLINE OF A SHELL ROAD LEADING TO THE AIRPORT, 6201/2 FEET NORTH OF LA PORTE R.M. NO. 1, 28 FEET NORTH OF THE NORTHEAST LEG OF A CONTROL TOWER, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. RECOVERED IN GOOD CONDITION, ORIGINAL DESCRIPTION ADEQUATE EXCEPT CONTROL TOWER MENTIONED THEREIN NO LONGER EXISTS AND SHELL ROAD HAS BEEN PAVED. MEASUREMENT SHOULD READ 7.10 METERS (23.3 FEET) EAST OF ITS CENTERLINE. ADD 1.83 METERS (6.0 FEET) NORTH—NORTHWEST OF NORTHWEST CORNER OF CONCRETE FOUNDATION OF SMALL METAL BUILDING WHICH PROVIDES POWER TO AIRPORT BEACON AND RUNWAY LIGHTS. ELEV. 21.87 (NAVD 88) 3/4" IRON ROD LOCATED APPROX. 533.4' FROM ¢ OF 16" WATERLINE INTERSECTION OF FAIRMONT PARKWAY AND BAY AREA BLVD. AND APPROX. 74.5' NORTH OF PIPELINE SIGN LABELED 9" TEXAS EASTERN PIPELINE. C.L. STA. 38+38.33, 187.82' RT. ELEV. 18.68 1988 :i," `i It CITY OF LA PORTE GE DIAMETER SANITARY TRUNK SEWER FAIRMONT PKWY-NORTH D STREET PLAN & PROFILE LATERAL "B" LATERAL TO WAM SMITH & ASSOCIATES, INC. HOUSTON, TEXAS DESIGN: C.W.B. I JOB No. 170-0010 Cont. No. DRAWN: M.V.T. DATE: APRIL. 2002 CHECKED: 160 SCALE: 1"=20' H. 1"=2' V. APPRO SHEET No. 24 Of 27 170-001-24 (SP—M—R14, 1:20) 'i Sw T z a M 2 ULI to Y W a N z 0- h Z z Qo Z� (n Z • a IUj 'm H I (L I0 0 O M(L �M¢ o o,OZN �- ',< WOLL �'0 A2_'�LLQN N PROP. 42" SAN. SEWER _ _ ®�---mac— �.�._ 10' U.E. 172'09'15" Uj CENTERLINE 9+00 WEST R.Q.W. _ - WEST R.O.W. TrafficpWj t 14" TrafficC.EI95`1:� PSG+'21 B-'P'ale#7 PROP. MH "A-3" _ -- - _ Pots' NORTH R.O.W. 7 P.I. C.L. STA. 7+59 _ _----- ""- �_� _____ Conc, Drain, R%Fuct, Storm M.H.--N BAY AREA BLVD. a. 10+94-71 W a0 } LL:LO f ------ __-- 0 - - oA o z I o O_ ---------------- __ / . - -- - _ _ -. -- - - ...- -- - a 0 11+00 12+00 / / / a / — — — — — — --_— n — --------------- Storm M.H. II — — - - — — — — .- _ _ — — — — — — — — — — — — _ _ — --- — — — — — — — — — — — —I / / // ,� (Top Grate) .�.-. ��`'i// Said// / EXIST. 16" WATERLINE (AC let I I I /� °� / / (TO REMAIN)'Pj wer P .R W 4 FUTURE 30" RCP (BY OTHERS) I , / +�/ / C.L. S . °�/ 8+73, 201 RT. 1 /W BELL/FLANGE ADAPTER C.L. STA. 51+05, 27 LT. r -- _ C.L. STA. 8+28, 197 RT. I i ,/ ����� y! 16"x45' BEND (ROTATED) 1 - 16 BELL/FLANGE ADAPTER 1 - 16 BELL/FLANGE ADAP R ,/ �,°!�° 1 - 16" WET CONNECT 1 - 16"x45' BEND (ROTATED) i I " 1 - 16 x45 BEND ROTATE ( )I / / " 1 - 16 PLUG 1 - 16 WET CONNECT I 1 - 16" WET CONNECT y" /, , ,! ,/ CUT, PLUG & ABANDON EXIST. 1 - " 16 PLUG 1 - 16" PLUG ' ,��� 16" LINE TO SOUTH CUT, PLUG & ABANDON EXIST. CUT, PLUG & ABANDON GIST. / // 10' U.E. TO LA PORTE AREA 16" LINE TO EAST I I I " 16 LINE TO NORTH I I / / (EXIST. 16r WATERLINE WATER AUTHORITY H.C.C.F. NO. M 387153 C.L. STA. 50+83, 5 LT. 10' U.E. I I I (I(DUCTILEIIRON) SEPT. 6, 1989 EXIST. 16" WATERLINE 1 - 16"x45' BEND ROTATED ------ EXIST. 16' WATERLINE _ _ - - ( - - - - - - - - I I(TO BE ApANDONEDZ - - - _ - _ BE - - - - - DUCTILE IRON) " PROP. 42 SAN. SEWER (DUCTILE IRON) o +41 1 - (TO REMAINI (TO REMAIN) IL! WEST R.O.W. - 04-28-03 EAST R.O.W. Down Guy Traffic Control Box Traffic Control Box Traffic Signal Pole um ~-, SWBT M,H, 4'`SWBT M.H, SPENCER HWY. 10' x4` RCB Storm M.H. " -13" _ to I " " Top Grate Inlet S0, _ �E h I IS 6p AT RINNE (AC) / jPROP. MH -1 Traffic Signal Pole 0 BE AB D ED) C.L. STA. 5 +93, 105 RT. EXIST IST. 16„ )WATERLINE (AC) ' TO REMAIN l f (OP• 15" SAN. SEWE -- - • I tl i PROP.16" I I I WATERLINE C> pD C.L. STA. +831 1Q 2 - 16"x4,5f BENDcL I 1 EAST R.O.W. I 1124.51 ROW. Q m C.L. STA. 51+03, 129' RT. 1 - 16" BELL/FLANGE ADAPTS 1 - 16"x45' BEND (ROTATED) 1 - 16" WET CONNECT 1 - 16" PLUG CUT, PLUG & ABANDON EXIST. L. STA. 50+83, 109' RT. - 16"x45' BEND (ROTATED -EVATIONS BASED ON PROJECT BENCHMARK USC GS ONUMENT "AW1275". DISC IN CONCRETE STAMPED LA PORTE 1952, LOCATED 3OUT 1.15 MILES NORTHWEST ALONG STATE HIGHWAY 146 ROM THE NEW ELEMENTARY AT LA PORTE, THENCE ABOUT 05 MILES WEST ALONG SPENCER HIGHWAY, 112 FEET NORTH - THE CENTERLINE OF HIGHWAY, 33 FEET EAST OF THE NTERLINE OF A SHELL ROAD LEADING TO THE AIRPORT, ?01/2 FEET NORTH OF LA PORTE R.M. NO. 1, 28 FEET DRTH OF THE NORTHEAST LEG OF A CONTROL TOWER, AND THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. COVERED IN GOOD CONDITION, ORIGINAL DESCRIPTION )EQUATE EXCEPT CONTROL TOWER MENTIONED THEREIN NO )NGER EXISTS AND SHELL ROAD HAS BEEN PAVED. EASUREMENT SHOULD READ 7.10 METERS (23.3 FEET) EAST - ITS CENTERLINE. ADD 1.83 METERS (6.0 FEET) DRTH-NORTHWEST OF NORTHWEST CORNER OF CONCRETE )UNDATION OF SMALL METAL BUILDING WHICH PROVIDES )WER TO AIRPORT BEACON AND RUNWAY LIGHTS. -EV. 21.87 (NAVD 88) BM #7: )X/SQUARE CUT INTO TOP CURB INLET APPROX. 219.3' WES - � OF INTERSECTION OF SPENCER HWY. AND SENS ROAD. L. STA. 52+07.86, 3t.61' LT. -EV. 18.77 1988 j NOTE: 1. SEE SHEET 24B FOR WATERLINE CONSTRUCTION NOTES AND DETAILS; CITY OF LA PORTE GE DIAMETER SANITARY TRUNK SEI FAIRMONT PKWY-NORTH D STREET PLAN & PROFILE LATERAL "D" WATERLINE ADJUSTMENT WAYNE SMITH & ASSOCIATES, INC. HOUSTON. TEXAS 170-0010 Cont. No. DRAWN: M.V.T. DATE: APRIL, 2002 CHECKED: SCALE: 1"=20' H. 1"=2' V. APPROVED SHEET No. 24A Of 27 170-001-24A (SP-M-R14; 1:20) I. 0 z a m w W a Z UJ FN � in a a= Z O Z W �U to F- w �e �a a o LL too ZN y o�—m C24 24 l `W-dS) W-L00-OLL LZ 10 GVZ 'ON 133HS ' 'S'1'N MV0S ZOOZ 98dv 31V0 'ON IUOO L00-OLL 'ON 80P M SM 'NO1SnOH 'ON 1 'Sa1V10OSSK V H,LMS B:N)LVtA IV nvi3a d31VM sn03Nd'I'130SIW arms a HiHON-AWd 1NOYMNA HUM )INna Amms 8313Wdla 39W 31HOd d1 J0 A110 'lt ,A�� ,v '0,1N0 3d1d 1'0) 50i-0 VMMV HIIM 30NVON033V NI A IIJ MIAH13,130d NI 03ddVNM 38 11VHS SONI1113 ONV 3d1d '01 'SNOldVOV NOd kVd 31VdVd3S ON '03NInwN SV 3d1d NOdl 31I10n0 01 SNOldVOV HSINNnd 'SNO1103NN03 13M 9NIAVW 01 NOINd 3N11831VM HON1-91 ONIISIX3 d0 1VI831M 3d1d AJMA 11VHS N010V81N00 3H1 '6 'S3118Vd 0310333V 3H1 01 33IlON 83dO8d 9NIOIAONd WA 3181SNOdS3N 38 11VHS N013VaNO3 3H1 `S3SS3NISn8 NO SIN301S38 01 301AN3S O3ldnNN31N1 NI S11ns3N 9NISO13 ANV 31 133PONd 3H1 NOJ ANVSS303N NO11VN3dO 3A1VA AV NO3 IN31Ni8Vd3O SMOM 0118nd 3H1 10VINO0 11VHS 8013VNIN03 3H1 'SIAIVA N31VM 1,110 ONIISIX3 31V83dO ION 11VHS 8013VaNO3 3HI '9 'ONUS 03ZI118VIS 1N3430 H11M 1ND3AVd 830Nn 3OVN98nS O3SOdO8d M0138 100d 3NO 01 111dX0V8 `IN31N3AVd 83ONn O31V001 3d1d d0 NOIINOd 803 'ONUS ANVO HIIM 3d1d 30 d01 3AO8V 1003 3NO 01 031113N3V8 38 01 S3NI1N31VM 11V 'L 'N0113nWN03 JO 1NVIS 01 NOINd SNnOH ZL 30Idd0 S,03NI9N3 AM J131ION 11VHS N010V8INOO '9 'SAVO 8Z IV H19N3NiS 3AISSMA00 !sd 009Z 30 WnWINIW V 3AVH 11VHS'9N1A3M8 1snNH1 80A 313MNOO 'HI8V3 O38Nn1SIONn ONV SINVNOAH 3813 0NV 'SIA1VA 'SONIUU N33M138 N01133NN03 011OS V WN03 01 033V1d 38 11VHS ONIA3018 1SnNH1 313NON00 TV '9NIN3018 1SnNH1 11V NOd 3181SNOdS38 SI 8013VNINO0 '9 'SONVONVIS VMMV HIIM 30NVaNODOV NI 3NOO 38 11VHS 3NI1 811VM 30 9NI1dWVS 1V0190101N310V8 0NV 'N01133dNISIO '9NIHsn13 -v b 30 NOIlVNno V NO3 !sd 091 IV 38 11VHS S3N11 N31VM 11V 30 1S3I 3NnSS3NdNn*2 'SIN3438=38 J,111Vn0 1VA311NONIAN3 NO NOISSIWW03 SVX3I 3H1 ONV VMMV H11M AIMO0 11VHS 9NIIS31 0NV NOIIV11V1SN1 3N11 N31VM 'Z '1331S SS31NIV1S 38 11VHS SInN ONV SI108 '39NV13 031108 NONI 31110nO 38 11VHS MION ISIM83HIO SS31Nn SONlllld TV '91LO VMMV 83d 301S1n0 ONV 301SNI 031VO3 AXOd3 030NOO NOISn3 38 01 SONUTA ONV 3d1d 'SNOIlV013103dS NI NO SNVId NO 031ON 3SIMN3HI0 SS31Nn 0913 VMMV N3d '09Z SSV10 'NONI 3laom 38 Ol S9NIlll3 ONV 3d1d 1VMIM I S31ON NOuond1SNOO 3NIl83 VVM k t f: i { I. P,r a -313NONO3 ,0„ SSV10 38 IIVHS 313NON63 IIv 'Li Ot NVH1 SS3I ION in8 183ENVI0 3d1d S3VU 9'L NVH1 817MS ON 38 11VHS NOISN3410 iSV31 3H1 ONV 133d 'OS OL 30 3ovi8nS 9NI8V38 WnWINIW V 3AVH IsnW 30V3 HONM 1V SNOOIB ismH1 'SI'N Nome 1Sf1NHl onid 331 �9 ON38 FONnoa9 IvNniVN o3eNnislONn LLJ i .`K 'NIW „9L —) 3d1d 8311MS V GOt — NIW G97L 3d1d N39NVI 7 GZt — NIW GtiZ S 31 ON38 V .1 C 0 F Gti9 GOZ GO£ GtiZ GtiZ GZL GLZ GLZ GLZ G9£ G9L G917 G91 GLZ GZZ GOZ GZL Gtiz G61 j7Z G9£ GtiL . Gl6 G9L GVzl 119L G9L „tL GLZ G91 GLZ G6Z GZL G9£ „tL GOZ. G9t G£l GOL GLL Gtil GLL 119Z GOL „6Z „Zt GOL. G£L GOL G8 G£l „Zl G£L GZZ G9 GLZ GOL GZL. GOL GZL G9 GOL „6 GOL „9L G9 Gtil 119 G9 GL G9 G9 GL G9 GL GZt GZ/l Z a v 9 v a v e v a v 3ZIS S9flld 9331 0N38 .Z/L ZZ ON38 .9ti ON38 .06 co 3N118310 '1'a „9l 'dOdd Wi 11d134 NOIIVD0138 3NI1831VM u91 (NOI1d001 d03 SNdld 33S) S1i08 v S1nN 'S'S /M `913 aN38 'I'a s9l 3NIld31VM 'I'a u9l 'dOdd -/ \ r-----------------;----- I n — II `�------- -- ------ �(03NOONVBd 38 01) 3NIIH31VM „9L '1SIX3 'ONUS 03ZI118VIS 1N3430 —SO 'OIVI SI 3d1d 8314V (831VI 80) AVa iX3N 030V1d Ilid HiNM3 —33 '01VI SI 3d1d SV AVO 3WVS a30V1d MIA HIM 103I3S —S3 '9N10038 '41V03890V —8V 'ONVSNNVO —SO S0 A S8 8M S8 (dM) SSVION381A 1SVO k-nvof1J181N30 S0 33 S8 S8 S8 I331S S0 d3 8V 8V S8 (3d1d JkiJAV60 OAd S0 d3 S8 s8 S8 (3d1d 38nSS38d� OAd S0 33 S3 S8 S8 (ZL-0 &SV) AVIO 031JI811A SO 33 S8 S8 S8 NONI3111On0 S0 33 S8 S8 S8 NONIISVO S0 33 S3 S8 S8 3d1d 313N3N00 030NOJN13N S0 13 S8 S8 S8 3d1d IV13W 031V9n8dOO s0 A S3 S8 S8 830NI-L0 1331S 313NON00 3 0 0 8 v WH31MW 3d1d S3NOZ 9N10a30 OM V03W dO 1108 3NO AlVd1S38 1N10P - d31MIV 30NVIA/1130 (NIVW3N 01) 3NII231VM „91 ISIX3 'S'1'N 11`d130 111JANG V 1N340303 HON381 AWN1080 T _ n I 'NM GU 'NIW Gl W � o v z 0 Z: m N 8313WMI0 -NM G•—J 'N 8313V10 + GO—,Z 'XVW 830NVI ONV G0£ 3d1d 8313WMI0 + G0—,1 'NIW o 8313MI0 + G9—,L 'XMW G0£ NVH1 SS3I 3d1d* * HAIM HON381 ZO/ZL/LL •®° .c (. 1 Lu w U) a E• o w � li /� Ui 0 o W N� Z� •m az 13 H LLt W o ¢¢ �a o 2 tiLu2LL , I ENCASEMENT PIPE 1" WIDE STEEL NOTES (3/JOINT) 1. RUNNERS TO BE FULL LENGTH TRENCH WIDTH * * PIPE LESS THAN 30" o MAX. 1'-6" + DIAMETER MIN. 1 —0 + DIAMETER PIPE 30" AND -LARGER REDWOODBETWEEN PIPE BELLS BELL ON MAX. 2'-0" + DIAMETER v MIN. 1'-4" +DIAMETER RUNNER (BELL 4 2. MINIMUM RUNNER SIZE TO BE B & S PIPE w ArSTRAP 2 x4 x LENGTH zo 3. PIPE BELL TO CLEAR ENCASEMENT N 4 PIPE BY MIN. 1" ALL AROUND.CD z 0 w M 30' 30' . m T SECTION 1" MIN. 4" MIN. SCALE: N.T.S. 1" WIDE REDWOOD ST. STEEL RUNNER (3) Z/,/— STRAP (3/JOINT) ENCASED CONSTRUCTION DETAIL N.T.S. NOTES: 1. PRECAST REINFORCED CONCRETE MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION C-478. THE PRECAST SECTIONS SHALL HAVE RUBBER GASKET COMPRESSION JOINTS CONFORMING TO THE MATERIAL & PERFORMANCE REQUIREMENTS OF ASTM C-443. MANUFACTURER SHALL CERTIFY THAT THE PRECAST CONCRETE MANHOLE IS MANUFACTURED IN ACCORDANCE WITH ASTM C-478. ADDITIONALLY, MANUFACTURER SHALL PROVIDE DATA THAT CERTIFY COMPRESSIVE STRENGTH, IMPERMEABILITY, & CHEMICAL RESISTANCE. CERTIFICATION SHALL DOCUMENT CORROSION RESISTANCE OF THE DESIGN MIX TO FLUIDS WITH A pH OF 2 OR LESS IN ACCORDANCE WITH THE PERFORMANCE REQUIREMENTS OF ASTM C267-77. DESIGN MIX SHALL INCLUDE CATALYSTS WHICH GENERATE NON' -SOLUBLE CRYSTALLINE FORMATION UTILIZING ZYPEX OR APPROVED EQUAL -2. MANHOLE BASE TO BE SET ON UNDISTURBED SOIL. 3. BACKFILL FOR MANHOLES SET IN ROADWAY OR WITHIN 5' OF ROADWAY TO BE 2.0 SACK CEMENT STABILIZED SAND. 4. BACKFILL FOR MANHOLES SET ELSEWHERE TO BE APPROVED BY ENGINEER. 5. CLASS "A" CONCRETE SHALL CONSIST OF 5.25 BAGS OF CEMENT PER CU. YD., 6.25 GALLONS OF WATER PER BAG, AND A MAX. SLUMP OF 2 1/2" TO 4 1/2". 6. CLASS "B" CONCRETE SHALL CONSIST OF 4.25 BAGS OF CEMENT PER CU. YD., 8 GALLONS OF WATER PER BAG, AND A MAX. SLUMP OF 2 1/2" TO 4". CAST IRON RING AND COVER SEE DETAIL THIS SHEET & ENCASEMENT PIPE MANHOLE SIZING TABLE BEDDING ZONES PIPE MATERIAL A B C D CONCRETE STEEL CYLINDER BS BS ES EF CORRUGATED METAL PIPE BS BS BS EF REINFORCED CONCRETE PIPE BS BS ES EF CAST IRON BS BS BS EF DUCTILE IRON (PRESSURE) BS BS BS EF DUCTILE IRON (GRAVITY) CS CS CS EF VITRIFIED CLAY (ASTM C-12) CS CS CS EF PVC PRESSURE PIPE) BS BS BS EF PVC GRAVITY PIPE) CS CS CS EF STEEL BS BS BS EF CENTRIFUGALLY CAST FIBERGLASS (FRP) CS CS CS EF BS- BANKSAND. ES- SELECT EARTH FILL PLACED SAME DAY AS PIPE IS LAID. EF- EARTH FILL PLACED NEXT DAY (OR LATER) AFTER PIPE IS LAID. CS- CEMENT STABILIZED SAND. ORDINARY TRENCH EMBEDMENT & BACKFILL DETAIL MAX. PIPE SIZE O.D. MANHOLE DIA. WALL THICKNESS From Straight THRU TO 45' Defi. if 90• Defl. 4 ft. 6 in. 31 1/2 in. 25 in. 5 ft. 6 in. 42 in. 32 in. 6 ft, 7 in. 51 in. 38 in. 7 ft. 7 in. 59 in. 44 in. 8 ft. 7 in. 73 1/2 in. 50 in. SIZE REQUIREMENTS IN MINIMUM 3 ADJUSTMENT RINGS; GENERAL NOTES SEAL BETWEEN ALL RINGS, CONE & - TOP CASTING WITH ADEKA ULTRA SEAL N.G. P-201, WATER SWELLING ELASTIC ONE _ COMPONENT SEALANT. THE TOTAL HEIGHT — OF THE ADJUSTMENT RINGS SHALL NOT EXCEED 1'-6". CD I CONCENTRIC OR ECCENTRIC CONE 2'—O" OR 3'—O" HEIGHTS 5" THK. o WALL (TYP.) PRECAST SECTIONS o 1'—O" OR 4'-0" HEIGHTS T CLASS "B" <, w CONCRETE a. WALL THICKNESS (TYP.) I N m PRECAST CONCRETE 6' —0" D BASE SECTION 7 0 �" 4" FLEXIBLE CONNECTOR 00 4- (MIN.) •f PER ASTM C-923 (TYP.) uj o N (PRESS SEAL GASKET n cn uj GRAVITY SEWER PIPE OR EQUAL) = rn OPENING DIA. AND LOCATIONS W AS REQUIRED (TYP.) SEE PLANS a I PROVIDE 6" BASE EXTENSION FOR ALL " DEPTHS FROM MANHOLE 6 COVER TO INVERT GREATER THAN 15 FT. PRECAST INVERT W/ GROUT * SEE MANHOLE SIZING TABLE FOR DIMENSIONS. STANDARD PRECAST 4'-0" DIA. MANHOLE N.T.S. 03/28/02 0111141 NOTE: LETTERING TO BE RAISED 2" HIGH 1/4' WI 3/4" (T•, 1/2" x 2 1/2" R SEE DETAIL NOTE: MATERIAL 10 BE CAST IRON ASTM A-48, CLASS 30. SEAL AROUND PIPE WITH FOSROC PRECO EXIST. PLUG GROUT, INSIDE 6" GRAVITY AND OUTSIDE (TYP. SEWER PIPE PRECAST CONCRETE BASE SECTION L _ CAST IN PLACE CONCRETE BASE fib @ 12" C.C.E.W. TO BE CLASS "A" CONCRETE STANDARD PRECAST MANHOLE ® EXIST. SEWER N.T.S. CAST IRON RING AND COVER SEE DETAIL THIS SHEET & SIZE REQUIREMENTS IN GENERAL NOTES N.G. -\ 0 o i °w- 0 a < " z a CLASS "B" Lr 0 CONCRETE ; O X ( Z " cn 0 0 0 z r- 4" a Nz �x _ X Lu (MIN.) ¢a_¢= > o �_ aoC) In I . 9 A 6a ` �. i••. �i. - .. MINIMUM 3 ADJUSTMENT RINGS; SEAL BETWEEN ALL RINGS, CONE & TOP CASTING WITH ADEKA ULTRA SEAL P-201, WATER SWELLING ELASTIC ONE COMPONENT SEALANT. THE TOTAL HEIGHT OF THE ADJUSTMENT RINGS SHALL NOT EXCEED 1'-6". tTHK CONCENTRIC OR ECCENTRIC CONE 2'-0" OR 3'—O" HEIGHTS PRECAST SECTIONS 1'-0" OR 4'-0" HEIGHTS CONCENTRIC OR ECCENTRIC TRANSITION SECTION z * WALL THICKNESS (TYP.) 4 FLEXIBLE CONNECTOR PER ASTM C-923 (TYP.) (PRESS SEAL GASKET OR EQUAL) OPENING DIA. AND LOCATIONS AS REQUIRED (TYP.) SEE PLANS GRAVITY SEWER PRECAST CONCRETE PIPE 1 ; °�: BASE SECTION. .4 PRECAST INVERT W/ GROUT STANDARD PRECAST 5'-0" TO 8'-0" DIA. MANHOLE N.T.S. iEE DETAIL /2" x 2 1/2" RECESS 1/4 A A _ 1/2!' h-1 MACHINE -/ 'M N-I BEARING SURFACE SECTION OF COVER THRU RECESS N.T.S. 16 7/e" 14"4' y_ IT " 15 �4 ��r- 2049„ V TO DENOTE TYPE SANITARY OR STORM) 3/32" DEEP APPROX. 3/4" TO 1" SPACING. 's STANDARD MANHOLE FRAME AND COVER N.T.S. WIDTH OF PAVEMENT RESTORATION PAY 16 1/4' CV V MIN 15" 32" MANHOLE FRAME AND COVER WIDTH OF PAVEMENT _ SAW WIDTH OF PAVEMENT _ REPLACEMENT SURFACE 2" THICKER RESTORATION PAY CUT RESTORATION PAY THAN ORIGINAL SURFACE REPLACEMENT SURFACE 1/2"/I I SEE NOTE 4 & TABLE I..........................................I.......... . . � THICKER THAN ORIGINAL SURFACE 11/2 N 11/2 A ** r//11/2 A.** 1 m 4" MIN. //r////r// a 4"MIN. TRENCH WIDTH ASPHALT SURFACE BEDDING ZONES PIPE MATERIAL A B C D E CONCRETE STEEL CYLINDER BS BS ES EF CS CORRUGATED METAL PIPE BS BS BS EF CS REINFORCED CONCRETE PIPE BS BS ES EF CS CAST IRON BS BS BS EF CS DUCTILE IRON (PRESSURE) BS BS BS EF CS DUCTILE IRON (GRAVITY) CS CS CS EF CS VITRIFIED CLAY (ASTM C-12) CS CS CS EF CS PVC PRESSURE PIPE) BS BS BS EF CS PVC GRAVITY PIPE) CS CS CS EF CS STEEL BS BS BS EF CS CENTRIFUGALLY CAST FIBERGLASS (FRP) CS CS CS EF CS * PIPE LESS THAN 30"0 MAX. 1'-6" + DIAMETER MIN. 1'-O" + DIAMETER PIPE 30"0 AND LARGER MAX. 2'-0" + DIAMETER MIN. 1'-4" + DIAMETER ** SLOPE FOR PAYMENT CALCULATIONS BS- BANKSAND. TABLE OF ES- SELECT EARTH FILL PLACED SAME DAY AS PIPE IS LAID. SLAB DEPTH EF- EARTH FILL PLACED NEXT DAY (OR LATER) AFTER PIPE IS LAID. &REINFORCEMENT CS- CEMENT STABILIZED SAND. NOTES: 1. PAVEMENT REPAIR SHALL BE MADE TO THE LIMITS OF EXISTING PAVEMENT SECTION WITH LIKE MATERIALS UNLESS NOTED OTHERWISE. 2. UNPAVED DRIVEWAYS, NOT SURFACED WITH ASPHALT, SHALL BE REPAIRED WITH MINIMUM 6" CRUSHED LIMESTONE OR CRUSHED CONCRETE. 3. NEW PAVEMENT SHALL BE SUPPORTED ON MINIMUM 12" EACH SIDE ON UNDISTURBED SQII, 4. SAW CUT EXISTING CONCRETE PAVEMENT, BEND STEEL BACK OUT OF THE WAY & CONSTRUCT TRENCH. BEND STEEL BACK TO ORIGINAL POSITION AND SPLICE; SEE "TABLE OF SLAB DEPTHS & REINFORCEMENT" FOR $AR SIZE AND SPACING. REPLACE CONCRETE 2-INCHES THICKER THAN ORIGINAL o--n o .c 0 m Q N C p U �m o N in 8" 18" 4 9" 40" 8" 24" 4 1 8" 46" 8" 30" 4 7" 1 52" 8" 36" 4 6" 58" 10" 42" 4 8 1/2" 64" 10" 48" 4 7 1/2" 70" 10" 54" 4 7" 76" 10" 60" 4 6 1/2" 82" 10" 66" 5 9" 88" 10" 72" 6 8 1/2" 94" 10" 78" 6 1 8" 100" 10" 84" 6 17 1/2" 106" PAVEMENT REPLACEMENT DETAIL N.T.S. uj 1 1/2 1 4"MIN. TRENCH WIDTH ---niio»»onm»n».i.• CHARLES W. BEERE RevisionIByIChkIAppc�DI ApprIDi CITY OF LA PORTE IGE DIAMETER SANITARY TRUNK SEW FAIRMONT PKWY-NORTH D STREET STANDARD SANITARY SEWER DETAILS SHEET 1 OF 2 WAYNE SMITH & ASSOCIATES, INC. HOUSTON, TEXAS D01 Cont. No. 2002 170-001-25 (SP-M, 1:1 1/8 BEND (45•) PIPE BEARING SIZE AREA 4" 1 S.F. 6" 3 S.F. 8" 5 S.F. 10" 8 S.F. 12" 12 S.F. 14" 16 S.F. 18" 26 S.F. 24" 47 S.F. cc W co z i W ' W Z W a wn H � 2i a w Z0a 0 • a � z m W o m W O N ~a2U. O w W o N LL N I i Al M 0 w w z w a Z Z) a 0 M o LL W w YW ZW IX a= O �Z IX I LLI W Q(L ti C5 N -.1t N I niinoinn For all types of barricades with rails less than 3'-O" long. Stripes 4" wide shall be used. Identification markings may be shown only on back side of barricade rails. .Striping should cover the full width of the rail striping of rails, panels, 6 etc., should slope downward at an angle of 45 degrees in direction 45• traffc is to pass. T LEFT T-INTERSECTION Where a barricade extends entirely across a roadway, it is desirable that the stripes slope downward in the direction which traffic must turn (LEFT & RIGHT RIGHT TURNS) in detouring. When both right and left turns are provided for, the chevron STRIPING FOR BARRICADE striping may slope downward in both directions from the center of the barricade. Barricades with stripes which begin at the upper right side and slope downward to the lower left side are to be designated as "Right" (R) Barricades. Barricades with stripes which begin at the upper left side and RIGHT END OF ROAD slope downward to the lower right side are to be designated as "Left" (L) Barricades. STRIPING DIRECTION DETAILS 2'-0" MIN., 12'-0" USUAL MAX. IS VARIABLE. - NOMINAL 1" x8"x6" CLEAT 1 1Z GAP ON EACH SIDE. 1 /2" GAP z v-SEE STRIPING NOTES .CD Ae M LETTERING ON ONE SIDE ONLY NOMINAL 1%6"6" CLEAT STANDARD DETAIL 2'-0" MIN., MAX. IS VARIABLE* " " ' �I" # / x4" STANDARD DETAIL * 3' MAX. WIDTH FOR "A"' FRAME CONFIGURATION, 4' & LONGER USE DEMOUNTABLE SUPPORT SHOWN ABOVE. 4'-O" MIN., 12'-0" USUAL MAX. IS VARIABLE 5" 2" 5-1/2" (2) 2"x4A 52"x6"12 (2) 2"x4" N 2"x6" DEMOUNTABLE SUPPORT DETAIL TYPE I BARRICADE (1) 1/2"x5" MACHINE BOLT W/2 WASHERS PROTABLE LIGHT 5 "A" FRAME 12 2"x4' "A" FRAME SUPPORT DETAIL TYPE it BARRICADE 3" MAX. 2" MAX. 8- 12" STRIPES TO BE REFLECTIVE ORANGE 3" MIN. AND REFLECTIVE WHITE Z 6" REFLECTOR UNIT (WHITE OR YELLOW) 6" MIN. ¢ Qy o TO MATCH REQUIRED EDGEUNE COLOR CONES M N �45 0 2"X6" `2 Traffic cones and tubular markers shall be a minimum of 24 0 4 x4 W) g n n inches in height with a broadened base and may be made of m '��_ m various materials to withstand impact without damage to them- ¢ a r- n 4" n v selves or to vehicles. Larger sizes should be used on freeways v~i 1-1/2"R. �' I i I I 8 -12 0 and other roadways where speeds are relatively high or where- 11_ -6 _I OTHER SIMILAR SUPPORTS MAY BE USED WHEN APPROVED OR ver more conspicuous guidance is needed. Orange shall be the �' /�. i., /. ��� f -1 DIRECTED BY THE OWNER/ENGINEER. predominant color on cones and tubular markers. They should VERTICAL PANELS (VP) TYPICAL PORTABLE VERTICAL PANEL OR DELINEATOR be kept clean and bright for maximum target value. For night- time use they shall be reflectorized or equipped with lighting Vertical Panels are normally used as channelizing devices to indicate tangent or nearly tangent roadway alignment where good devices for maximum visibility. Reflectorized material shall have target value of a device is needed in daytime as well as the nighttime. in addition, vertical panels should be used at the a smooth, sealed outer surface which will display the same edge of shoulder drop-offs and other areas such as lane transitions where positive day and night delineation may be required. approximate color day and night. k' d t h d f t d' t t t I d St „ �PQ Reflectorization of tubular markers shall be a minimum of Vertical Panels should be mounted back to bac If use a t e e ge o cuts a iacen o two-way wo one roa ways. apes " should allwa sloe downward toward the traveled wa two three-inch bands placed a maximum of 2 from the top p y' 2 with a maximum of 6" between the bonds. Reflectorization of CHANNELIZING DEVICES 1"x8"x6" CLEAT 2 x8 Cones shall be provided by a minimum 5" band placed a max- ' " imum of 3" from the top. SEE STRIPING NOTE DEMOUNTABLE SUPPORT ALTERNATE DETAIL 3'-O" MIN., 12'-0" USUAL MAX. IS VARIABLE. NOMINAL 1"x8"x6" CLEAT / ON EACH SIDE. /Orr �_ BBB/ DEMOUNTABLE SUPPORT NOMINAL 1"x6"x6" CLEAT N EACH SIDE. ALTERNATE DETAIL (3) 1/2"x6" MACHINE BOLTS, EACH WITH 2 WASHERS 9/16" HOLES x 1 4" x4" -- --- ,-- -Id - '1 F 1/2"x8" MACHINE BOLT WITH 00 2 WASHERS LO 4"x4" ` (2) 2"x6" 6-1/2"x8" MACHINE BOLT N WITH 2 WASHERS _ o e 2'-6" 1 2'-6" USE 1/2"x3-1/2" MACHINE BOLTS, WITH TWO WASHERS EACH. 5'-0" PANEL DETAIL 4"x6"x6 1/2" BLOCK STAND DETAIL 12'-0" MIN. 1 -2"x4" I �1 1-1/4' r-1 "x8" j SECTION 18'-0" MAX. SUPPORT MOVEABLE PANEL DETAIL cV - 6n � CV zw X ? _- N Q � cV Z - N N M `X � 5 cV N �i o' o (n o 0 z!� 12 n 1 N M 0 0 0 0 N DEMOUNTABLE SUPPORT DETAIL TYPE III BARRICADE 19 > i M A POST DETAIL Cones or tubular markers are only suitable for temporary BARRICADE NOTES j usage (up to 8 hours) with other channelization devices such as vertical panels or barricades preferred for longer term The most recent edition of the TEXAS Manual on Uniform Traffic Control Devices (MUTCD), and its revisions, shall usage. Care should be taken to insure that they remain in govern the construction and use of all items herein described. 5 their proper location and in an upright position. Channelizing devices other than barricades should normally be used for channelization purposes. 18 MIN. Barricades should be placed perpendicular to the traffic flow. Other channelizing devices, such as drums, vertical 12 I -I 4" - 8" WIDE STRIPES panels or portable barriers, should be used where needed to separate truffle from the work area. In all cases, the barricades should be located to warn and direct traffic. Wood or Metal panel required under metal Barricades may be designed and constructed from wolmanized wood or any other suitable material in a manner a- drum when set on asphalt pavement approved by the Owner/Engineer. The barricade shown hereon are typical and are suggested details for wood unless otherwise directed by the Engineer. support systems. The details of rail width and striping, number and spacing of rails, minimum length and height " M " (above pavement) of rails must be adhered to, whether or not the alternate designs are used. (See Detail This Sheet). DRUMS Barricades are to be constructed in a first-class workmanship manner of clean sound material. All surfaces above ground, which are not striped, shall be white except unpainted galvanized metal or aluminum components. Components Drums, set on end, and used for traffic warning or channel- ization shall be approximately 35" in height and minimum of 18 in diameter. The contractor, at his option, may use drums made of lumber shall be painted with a minimum of two coats of an approved brand of exterior white paint to secure thorough coverage and a uniform white color. ; made from steel barrels or black polyethylene plastic drum liners The reflectorized white and reflectorized orange (reflectorized red) stripes for barricades, drums, and vertical panels shall weighing approximately eight pounds each. The markings on be constructed of "High intensity sheeting and shall be maintained to meet the appearance, color, and reflectivity drums shall be horizontal, circumferential, reflectorized orange requirements set by the MUTCD. and reflectorized white stripes, 4 to 8 inches wide. The first reflectorized stripe should start within two (2) inches of the top The Contractor shall maintain each barricade in a clean and good condition. of the drum. There shall be at least two orange and two white stripes on each drum. If there are non-reflectorized spaces Barricades shall be removed upon completion of the work and/or the elimination of the hazard on any section. 2"x6" between the horizontal orange and white stripes, they shall be Type I Barricades shall consist of a striped upper horizontal rail mounted on demountable supports at either end and 0 more than 2 inches wide. Metal drums shall be painted n m r n p fabricated in such manner that the rail or rails can be assembled or disassembled to or from the supports with ease. black or orange before reflectorized stripes are added. All The standard Barricade design has a lower rail not required on the alternate design. A Type I Barricade is intended for drums on a project will be the same color. When drums are placed in the roadway, appropriate warning signs should be use where the hazard is relatively small, for minor maintenance and repair work or for the continuous marking of a used. During hours of darkness, a flashing warning light should restricted roadway. Type I rails that are striped on both sides should be striped in opposite directions. be placed on drums used singly as a warning device. Steady Type II Barricades shall consist of an upper an lower rail fastened to a support. The support should be of an "A" bum electric lights of channelization should be placed on drums frame configuration, hinged or otherwise fastened at the top to permit convenient folding and stacking for transporting used in series for traffic channelization. Drums shall be weighted with sand. from one work site to another. Since portability is a prime consideration, the materials chosen for the barricades should CWI-8 CHEVRON signs, CWI-6A ARROW signs or VP-1 Vertical be as light weight as possible and structurally sound. Sandbags should be used for ballast when required. A Type 11 Panels mounted above drums may be used as supplements to Barricade is intended for use where the area is quite confined such as on city streets, or the continuous marking of a drum delineation. (Vertical Panels w/ post shall be bolted to restricted roadway, or for temporary daytime use. Barrel w/3-1/2"X8" machine bolts w/2 washers on 9" spacing. Type III Barricades should consist of three striped horizontal rails and assembled as a panel for mounting to posts or ' skids. Type III Barricades are typically permanent in nature and are required to function in one location for a relatively long time. When the Type III (Moveable) Barricades are constructed on bases or skids instead of posts set into the " " 2 x4 / ground, it may be desirable to ballast the bases with sandbags to provide added resistance to overturning during Mount light to machine bolt ® periods of high winds. "A" Frame pivot point. Light shall be mounted on side of An orange flag may be mounted on Type I, Type II and Type III Barricades for increased daytime emphasis. For night barricade which stripes point time use, it is desirable to add flashing warning light when barricades are used singly and a steady burn light when downward. - barricades are used in a series for channelization. CONSTRUCION OF BARRICADES of The barricades may be fixed or moveable, depending on the location and application. "A" FRAME SUPPORT Movable barricades are appropriate where the construction or maintenance operations are of short duration, and/or are progressively shifted along a roadway. The design of movable mounting must be such as to resist overturning 4"x4" Mount light to rail w/machine by ordinary strong winds or by chance contact with vehicles. Fixed barricades are justified onlyfor major construction bolt. Light shall be mounted or reconstruction. on wide of barricade which stripes point downward. Movable Type III Barricades are generally of heavy construction with a heavy base. YP 9 Y Y Y 1 I, , , o OTHER SUPPORT -1 Revision E M BARRICADE W/LIGHT DETAIL ...••••..., CITY OF LA PORTE 12'-0" MIN. OPENING i 2-6" LONG (MIN.) GALVANIZED FENCE LATCH (1 EA. TOP & BOTTOM RAIL). *: •�• �':* ~f•"""'•'••'~•~~�*• CHARLExSW. BEERE LARGE DIAMETER SANITARY TRUNK SEWER FAIRMONT PKWY-NORTH D STREET w 4"x4" POST Z 9 •••••n340�7 ••••:y .F��%NS�°G. tx4 m STANDARD BARRICADE 2 ¢/oNALy/p7� •, 00 DETAILS BARRICADE CHARACTERISTICS � �� �w� ��IOIIIIIIIIIIIii � __ LARGER) GATE DETAIL _TAIL 0 1 'to GATE HINGE DETAIL FOR WOODEN BARRICADES, NOMINAL LUMBER DIMENSIONS WILL BE SATISFACTORY. • FOR RAILS LESS THAN 3 FT. LONG, 4 IN. WIDE STRIPES MAY BE USED. TYPE 1 II 111 WIDTH OF RAIL 8 IN. MIN. - 8 IN. MIN. - 8 IN. MIN. - 12 IN. MAIL 12 IN. MAX. 12 IN. MAX LENGTH OF RAIL 2 FT. MIN. - 2 FT. MIN. - 2 Ft MIN. - VARIABLE MAX VARIABLE MAX VARIABLE MAX. WIDTH OF STRIPES • 6 IN. 6 IN. 6 IN. HEIGHT 3 FT. MIN. 3 FT. MIN 3 FT. MIN. REFLECTORIZED (ONE EACH DIRECTION) (TWO EACH DIRECTION) (IF FACING TRAFFIC RAIL FACES IN ONE DIRECTION) OR (IF FACING TRAFFIC IN TWO DIRECTIONS) WAYNE SMITH & ASSOCIATES, INC. HOUSTON, TEXAS DESIGN: C.W.B. JOB No. 170-001 Cont. No. DRAWN: M.V.T.pp DATE: APRIL, 2002 _ CHECKED: ( SCALE: N.T.S. APPROVED: ' SHEET No. 27 Of 27 17G-001-27 (SP-M, 1:1) E , 1