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HomeMy WebLinkAboutF101-06-04-E001 IMPVSPCT PCT VICI%lITY IN KEY MAP No.: 539—V DRAB SHEET N0. DESCRIPTION NDEX PCT. 2 ;o�Ec r �CATIC N —oo—oc 1• COVER SHEET 24 GENERAL NOTES t^a 3 PROJECT LAYOUT AND CONTROL MAP `\ 4 DRAINAGE AREA MAP 5• RIGHT-OF-WAY ALIGNMENT MAP +® �� z® PLAN AND PROFILE SHEETS flarr co n V A\V 8.-9. CROSS SECTIONS 100 JUNCTION BOX DETAILS J 11. CONCRETE CHANNEL PAVING DETAILS 120STORM WATER POLLUTION PREVENTION Ir PLAN DETAILS �lc I 13. TRAFFIC CONTROL PLAN -NORTH ` T STREET 01 14. FENCE LAYOUT PLAN flvod Con 159 HCFCD OUTFALL AND INTERCEPTOR 11 IN, Jill STRUCTURE DETAILS COUNTY JUDGE ROBERT ECKELS 1 EL- FRANCO LEE PCT 3 SIEVE RADACKti JIlVI FONTENO PCT �,,. 4 JERRY E VER►J O LE 3`AR�,N'L. ZAHRAONIK LANDEV ENGINEERS INC. EXEC. DIR. H C.F.C.D. ARTHUR' Pot�eaoo,sa�f 1702S ST L. STOREY, JR. hFSS�sTER���i aF ;» HOUSTON, TEXAS 77008 h`+pm:`r . rn 0 z L C7 i 0 02315 EXCAVATING AND BACKFILL OR USE 02316 STRUCTURAL EXCAVATING A. EXISTING UTILITY INFORMATION SHOWN 1S .NOT GUARANTED TO BE ACCURATE -AND ALL REQUIRED AROUND STRUCTURES. MATERIAL TO BE USED AS BACKFILL -SHALL INCLUSIVE. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE AND .SHOULD BE VERIFIED CONFORM TO SPECIFICATION SECTION 02314 FILL MATERIAL UNLESS OTHERWISE BY THE CONTRACTOR IN ADVANCE OF HIS CONSTRUCTION. ANY CONFLICT OR DISCREPANCY STATED ON THE PLANS. bISCOVERED MUST. BE IMMEDIATELY BROUGHT TO THE ENGINEER'S ATTENTION. B. DO NOT ENTER PRIVATE PROPERTY WITHOUT PROPER AUTHORITY FROM '.THE B. THE CONTRACTOR SHALL CONTACT THE UTILITY COORDINATING COMMITTEE AT (713/223-4567) OWNER AND HCFCD. OR (1-800/669-8344) A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION . C. THE ENGINEER WILL DETERMINE THE ACCEPTABILITY FOR .REUSE OF THE STRIPPED VEGETATION AND TOPSOIL. UNACCEPTABLE MATERIAL WILL BE REMOVED AND WILL BE PAID AS EXCAVATION AND OFFSITE )L CONSTRUCTION ACCESS DISPOSAL. MATERIAL FOUND TO BE ACCEPTABLE FOR REUSE .SHALL BE STOCKPILED ONSITE. PAYMENT FOR REUSABLE MATERIAL SHALL BE BY A. PROVIDE AND MAKE USE OF STABILIZED CONSTRUCTION EXITS AT POINTS OF ACCESS EXCAVATION AND ONSITE FILL TO AND FROM PUBLIC STREETS. D. THE LOCATION AND GRADE OF THE BACKSLOPE INTERCEPTOR -AND OFFSITE B. KEEP ALL .PUBLIC STREETS CLEAN OF ALL MUD, DUST, DIRT, AND DEBRIS RESULTING DITCH INTERCEPTOR STRUCTURES AND BACKSLOPE SWALES SHALL BE AS FROM CONSTRUCTION AND HAULING ACTIVITIES. DIRECTED BY THE ENGINEER AT THE TIME OF CONSTRUCTION. C. KEEP THE CONSTRUCTION SITE FREE OF TRASH AND EXCESS DEBRIS E. UNLESS OTHERWISE INSTRUCTED BY THE ENGINEER, THE BACKS�OPE D. ANY TRAFFIC CONTROL AND TRAFFIC CONTROL- DEVICES, INCLUDING FLAGMEN, INTERCEPTOR STRUCTURE SHALL BE SET AT A, .MAXIMUM DEPTH OF 2.5 REQUIRED FOR CONSTRUCTION ACCESS- TO AND FROM PUBLIC STREETS WILL FEET AND THE MINIMUM GRADE FOR BACKSLOPE SWALES SHALL BE 0.2%. BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND WILL BE PLACED AND F. LENGTHS DESIGNATED ON PLANS ARE APPROXIMATE. CONTRACTOR WILL' BE USED IN ACCORDANCE WITH THE MOST RECENT EDITION (WITH REVISIONS) OF RESPONSIBLE FOR FIELD VERIFICATION PRIOR TO ORDERING MATERIALS. THE TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. G. UNDERGROUND PUBLIC UTILITY LINES LOCATED IN NORTH 'L' STREET R.O.W. E. ANY ADDITIONAL TRAFFIC CONTROL PLANS REQUIRED EXCEPT AS INCLUDED IN ARE THE PROPERTY OF THE CITY OF LA PORTE. THE FACILITIES ARE SHOWN. IN THIS SET, WILL BE PRODUCED BY THE CONTRACTOR AT HIS EXPENSE AND AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT � SUBMITTED DIRECTLY TO THE APPROPRIATE JURISDICTION AT NO ADDITIONAL COST LOCATION BEFORE COMMENCING WORK. CONTRACTOR SHALL NOTIFY THE' -CITY _TO THE DISTRICT. OF LA PORTE PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO COMMENCING F. NO DIRECT PAYMENT WILL BE MADE .FOR TRAFFIC CONTROL ITEMS EXCEPT AS OPERATIONS AT 713-471-5020 EXT. 322. � REQUIRED TO IMPLEMENT THE TRAFFIC:' CONTROL PLAN INCLUDED IN THIS SET H. CONTRACTOR SHALL CALL AND COORDINATE. WITH TOM RACKLEY ., WITH HARRIS OF .CONSTRUCTION DRAWINGS, SHEET 13 OF 15. ALL ADDITIONAL TRAFFIC CONTROL - -. ITEMS WILL BE SUBSIDIARY TO BID ITEM "SITE PREPARATION AND RESTORATION" AND COUNTY FLOOD CONTROL DISTRICT ®(713)316-4801 WITH REGARDS TO WILL BE PAID ACCORDING TO PAY ITEM 02200. ARRANGING FOR RELIANT ENERGY H.L.&P. LINES TO BE TURNED OFF OR MOVED. - G. ACCESS IS INTENDED TO BE FROM AVAILABLE R.O.W. AT ROAD CROSSINGS. PRIVATE UTILITY COMPANY NOTES • IIL DRAINAGE SOUTHWESTERN BELL TELEPHONE COMPANY: A. MAINTAIN STORMWATER DRAINAGE DURING CONSTRUCTION THROUGH THE USE OF EXIST. DITCHES, OR THROUGH TEMPORARY STRUCTURES AS NECESSARY. CARE AND CONTROL THE LOCATIONS OF SOUTHWESTERN BELL TELEPHONE CO. FACILITIES ARE SHOWN'IN AN OF WATER IS CONSIDERED INCIDENTAL TO SITE PREPARATION. 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 IN.) OF THE INDICATED LOCATION OF SOUTHWESTERN , BELL TELEPHONE FACILITIES, ALL EXCAVATIONS MUST BE ACCOMPLISHED USING NON —MECHANIZED ' EXCAVATION .PROCEDURES. WHEN BORING THE CONTRACTOR SHALL .EXPOSE. THE'SOUTHWESTERN BELL TELEPHONE FACILITIES. WHEN SOUTHWESTERN BELL TELEPHONE FACILITIES ARE EXPOSED, THE CONTRACTOR SHOULD ,;' PROVIDE SUPPORT TO PREVENT DAMAGE TO THE CONDUIT DUCTS OR CABLES. "WHEN .EXCAVATING NEAR TELEPHONE POLES THE CONTRACTOR SHALL BRACE THE POLE FOR SUPPORT. ' CAUTION: UNDERGROUND GAS FACILITIES ' LOCATIONS OF RELIANT ENERGY ENTER MAIN ONES' (TO INCLUDE ?UNIT GAS TRANSMISSION,: AND/OR INDUSTRIAL GAS SUPPLY CORPORATION WHERE APPLICABLE) ARE SHOWN iN AN ' APPROXIMATE LOCATION ONLY. SERVICE LINES ARE USUALLY NOT SHOWN. THE CONTRACTOR SHALL CONTACT THE UTILITY COORDINATING COMMITTEE AT (713/223-4567) .OR (1-800/ 669-8344) A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND SERVICE ' LINES FIELD LOCATED. ® WHEN RELIANT ENERGY ENTEX PIPELINE MARKINGS ARE NOT VISIBLE, `CALL ' (713)967-8037(7:OOA.M. TO 4:30P.M.) FOR STATUS OF LINE LOCATION REQUEST ; BEFORE EXCAVATION BEGINS. ' ® WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18") OF THE INDICATED` LOCATION OF , RELIANT ENERGY ENTER FACILITIES, ALL EXCAVATION .MUST BE A000MPLISHED USING NON —MECHANIZED EXCAVATION PROCEDURES. ® WHEN RELIANT ENERGY ENTER 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 LOCATION AND PRESERVE THESE UNDERGROUND FACILITIES. PRIVATE UTILITY LINES SHOWN _3 p.-p Z RELJ�NT ERGY/ EX, INC. Date i �?off SOUTHWESTERN BELL TELEPHONE CO. (Valid for one year ony proved Only for Underground Conduit Unless Noted. Date �tll,vrt�- 1-3 D-o�-- RE ENERGY OUSTON LIGHTING &POWER CO. Date Approval .Only for Crossing Underground Ductfines Unless Noted. Valid at Time of Review Only. li �� WARNING: OVERHEAD ELECTRICAL FACILITIES • 1 !� OVERHEAD LINES MAY .EXIST ON THE PROPERTY. RELIANT ENERGY HL&P HA5 NOT ATTEMPTED .• TO MARK THOSE LINES SINCE THEY ARE CLEARLY VISIBLE, BUT THE CONTRACTOR SHOULD '. LOCATE THEM PRIOR TO BEGINNING CONSTRUCTION: TEXAS LAW, SECTION 752, HEALTH AND � 3� o�'� p p, ....., -i'y, SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR THINGS MAY'COME WITHIN 'SIX ` J*�''~ � "'`'qs* (6) FEET OF LIVE OVERHEAD HIGH VOLTAGE. LINES. ,CONTRACTORS ARE. LEGALLY RESPONSIBLE � FOR SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. TO ARRANAGE ;FOR LINES TO MARVIN �.. zAHRADwK BE TURNED OFF OR MOVED, CALL RELIANT ENERGY H.L.&P. ®' (7l3)207-7777. � -� : aoois-ram �'',,;a o� �j o'`F `F.O' f ST6R,� G���f S�ONAL �� ♦- Z�"- off. z 0 a v w 0 H Z W W d W Z Z O J W Z Z 2 U C C C C C V �: C� C� J Q W W �w c� w LI � � C� � W L I O_ � C� Q Harris ;ounty Flood Cont of District 9900 North st Freeway Houston, T :xas 77092 DATE: Septen ber, 2001 SCALE: NT SHEEP i UMBER 2 0• 15 n BENCHMARK - AN NGS BRASS DISC, DESIGNATION W1204. LOCATED APPROX. 0.6 MILE WEST ALONG W. MAIN ST. FROM ITS INTERSECTION WITH BROADWAY AND SAN JACINTO AVENUE IN LA PORTE. THENCE 1.35 MILES ALONG STATE HIGHWAY 146, AT THE S.P.R.R. OVERPASS, 7.5 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 74 FEET EAST OF THE CENTERLINE OF THE EAST LANE OF THE HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF THE OVERPASS, AND ABOUT 5.5 FEET BELOW THE LEVEL OF THE RAIL. ELEVATION=18.93 (1978 ADJUSTMENT, NGVD 1929). R.R. SPIKE IN POWER POLE NEAR SOUTHWEST CORNER OF LATERAL ROW AND NORTH ROW LINE OF NORTH "L" STREET. ELEVATION 21.48 (1978 ADJUSTMENT, NGVD 1929). RAILROAD SPIKE IN 8" WOODEN POST APPROX. ON THE WEST RIGHT-OF-WAY,OF LATERAL CHANNEL AND THE OLD NORTH RIGHT-OF-WAY OF EXISTING CHANNEL. ELEVATION=22.41 (1978 ADJUSTMENT, NGVD 1929). TBM 53- 5/8 INCH IRON ROD WITH "BASELINE" CAP AT INTERSECTION OF EAST LATERAL RIGHT-OF-WAY LINE WITH SOUTH RIGHT-OF-WAY LINE OF EXISTING CHANNEL. ELEVATION=20.53 (1978 ADJUSTMENT, NGVD 1929). 4702, OLD POT 1 o� 3 J tr z 0 U 0 t1 / 0 a a 0 79 s w� 00 s� A O �. aIq 0 v Z in Ow 0)DM �OOw T Z7 6 •! 'a X-'O- zu Zi t 79.90' r00 IR&Cap O �ri O� 00 r4m �r*I;U Q >m v � z N wU) V! D rto of Y' OWN -----------------------------=------=-----=--------- NOTES: , Point Northing Easting Description ---------------------------=--------------=--=------ 10) BEARINGS SHOWN HEREON ARE BASED UPON THE TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH 148 692764919 3253524.30 TBM RR SPIKE IN PP CENTRAL ZONE UTILIZING CITY OF LA PORTE MONUMENT 177 692682*21 3253358956 FND 5/8" IR IN CONC NUMBERS H15=01, H14-01, E14-01 AND E15-0.1, a 178 692691.22 3253524.20 FND 5/8" IR WHICH ARE BASED UPON USC & GS NORTH AMERICAN Irw DATUM OF 1927. 179 692770.51 3253525*48 FND 1/2" IR rn� 180 692778961 3253673*00 FND 5/8" IR �- m�lo 181 692698.56 3253659.08 FND 5/8" IR ,te _\ 182 692701.93 3253718.71 FND ,5/8" IR oImr) 50 0 50 100 150 Feet 210 69369930 3253476.14 FND 5/8" IR 79.90' 211 693640.00 3253479939 FND 1 2" IR J RRMSP KE 11N PP O � 0 / � ELEV, 21.48 29 3 �1�--I 216 693647*59 3253627.16 FND 5/8" IR t" 1101 692765.67 325386165 5/8" IR & Cap o 0 1. Xm wo 1818 693666.02 3253782910 POT# 1818 �,'p 2011 692774986 3253590:33 END CL STA 9+33.58 OD m=4 �, v OLD 5/8m I T CO- v �„ _ 2012 693607*56 3253546.24 CL-STA. 1+00 m o 5/B' IR do Cap _ o c� Cn 2013 693507*70 3253551*52 CL STA*, = END BASELINE 0 N 0300'42 n 85'� 2014 693407.84 3253556.81 CIL STA. ` 3+00 r- o r 2015 693307.98 3253562* 10 CL STA. 4+00 STA 9t33. O a � CENTERLINE/BASELINE 85.00 I 2016 693208912 3253567.39 CL STA. 5+00 T 2017 693108.26 3253572.68 CL STA. 6+00 I 2018 693008.40 3253577.97 CIL STA. 7+00 z 2019 692908.54 3253583.26 CL STA 8+00 rTI00 Z o 2020 692808.68 3253588*54` CL STA. 9+00 m I w r 2021 693628*81 3253551.15 P.C.'°STA. 0+77.59 $ w O 0) 2022 693612.23 3253545.99 P.T. STA. 0+95.32 m m e I� o 2468 693670o29 3253459.95 32+55.04 79095' 2470 693672e94 3253485.63 32+80.86 t,, m a h o 2795 693782*93 3253546.36 °m N� m P Y Z 2797 693758*32 3253554e35 E 2798 693690.27 3253598.50 33+95.06=0+92.71/ F101-06-01 $ P IZ � 1� 3200 693662.08 3253305.13 CLSTA -z= m z v 3201 693667938 3253404999 CLSTA UI °o= 4►Li 3202 693675*84 3253504*55 CLSTA o:n ": 3203 693691.02 3253603.39' CLSTA „ �o 3204 693706919 3253702.23 CLSTA DETAIL C I o w.�� 3215 69365638 3253205.27 N.T.S. fJl Iz '^� 4683 693652940 3253507.43 5/8" IR & Cap 0) 6meq 4702 - 692749.51 3253555.58 5/8" IR &Cap ' v 5003 693669935 3253741.D0 5004 693655.36 3253741.63 Q 2 9^ NLLJ 5504 693670.06 3253477*84 SET 1R �'j `t ' I s 0 5506 693653.43 3253142.29 SET IR Irv, m �� 5507 693586.32 3253481 *58 SET IR 1 5508 693568.55 3253146*76 SET IRco 5510 693589*16 3253500906 SET1R Z w IW 0) 5512 693677.84 3253625e57 SET IR G a N 5513 693608999 3253629.20 SET IR o �; ? w 5514 693779.91 3253622.23 SET IR I 5515 692779.39 3253672*95 SET IR E N o 0 5516 692772*28 3253543*15 SET IR o wt 5600 693606.25 3253611 *40 SET 5/8" IR fn 5601 692778.42 3253655.24 SET 5/8" IR 5602 692771*31 3253525.43 SET 5/8" IR ''W 5603 693586,43 3253482.26 SET 5/8" IR 2B7 SEE DETAIL "A" o (n I . Ln + v o o N 03 01'53' W ROW O O a, 818.27 - Z N 0301�53' W ROW o cn fi rnl C NTERLINE P•C. 32+55:04 -� 420.00' Ln u'I - - _ TRAVERSE LINE _ N 03003' 10" W 974.4T p-- / _- >602 OLD ROW LINE PER, N0. U8s9881 OPRRP CT - - - - - - Z oo C NTERLJNE P.T. 32+50.IL SEE DETAIL 86 "B" _ O I N - - - - -TRAVERSE LINE S 03'03'10" E 904.1T �A 1+OON ^' J S 03'01'53" E 838.54' 3+00 2+00 F N tv c`Oi 00 F101-08-04 � 4+�W [i � n, 6+00 ® 5 00 gA$ELINE/CENTERLINE N � o END STATION 9 33.86 8+00 7+00 O N � Q ! � 9+00 F101-09-00-01-901.0 �,sA o i 11� N O � 9 IN / W LI N O v P.T. STA.0+95.32 S9• CENTERLINE P.I. STA. 33+95.06=0+92.71 Q_ o a C Q N (o o - O .P (n y m t� o E Ln F t o r 0301 0�" N 99' 18.01• $ � O w N 03010530 W N 81'18 20 E 88. Cn S 0301'53' E ROW ~t LOT 294 �, Z Ln 1 E-+ Cn -q U LOT 295 x LOT 287 I ao N " C R OLD ROW LINE PER .HCCF N0. U869881, OPRRPHCT R=25.00' O LOT 286 D_4o'38'42" u► o N I �� t g+ 3 0 6 a a x cn w L=17.73' Go LA PORTS OUTLOTS T=s.2s' ° w `° rn o� CPO s Ix s LC=17.37' a v mIm O1m 1 w N O �, 295 rn CB=S 1T17'28" W o D ZIN + ° + �' a 0 286` VOL. 61, PG. 374 H.C:D.R. +� m CNN wv U. o L�, oD� �Cn �� D oo METAL STRUCTURE � R n o -;. BRIDGE ' Co } 1 m / m / z Z a o- m O m wZ D ooI "L" LATERAL OFFSET STA.-0+56.70 L L +m Co m 00 POT# 18189 167.46' Left z�-- ccnr�n� �; I� 0) muxo O 0M N O - 0 ooaa �, �m zA p tnl .v O 'Im W N 0301'53" W 818.2T �� s� 0 6Cci mIZ 305 Lnm CA , w o w 0) S 81016120" W o o o Harris t ounty 18.01' I, J. PATRICK GOING, DO HEREBY CERTIFY THAT THIS Flood Contr II District m6 36 1 SURVEY SUBSTANTIALLY CONFORMS TO THE CURRENT m o REVISION NOTES: TEXAS SOCIETY OF PROFESSIONAL SURVEYORS' STANDARD 9900 Northw, st Freeway l� AND SPECIFICATIONS' FOR A CATEGORY 3, CONDITIO ITouston, Te Gas 77092 �n m% > REVISED 08-30-01 FOR REVISED CENTERLINE AND CATEGORY 5, CONDITION lI SURVEY. �E OF TF STE DETAIL S mo _ ALIGNMENT AND ADDITION OF STATION OFFSETS ��e°°tom p ON DATE: Septem er, 2001 TO CONTROL POINTS. (SEE REVISION NO. 2) C.......................... • J. PATRICK GOING SCALE: NT5 PATRICK GOING ....................... DETAIL "B" ® REVISED 01-23-02 FOR REVISED CENTERLINE f s 4i Q iQ ALIGNMENT IN REVISION NO, 1 AND AMMENDED REGISTERED PROFESSIONA. LAND SURVEYOR 9y °Fess O N.T.S. POINTLIST FOR .SAME. TEXAS REGISTRATION No. 4477 SUR`ISHEET N IMBER 3 of 15 BENCH MARK DRAINAGE DIVIDE - -- - F U T U R E CHANNELS O DISCHARGE COMPUTATION POINT PROJECT LOCATIONS PROPOSED PROJECT LOCATION t STRANG RJ. POSSIBLE FUTURE DIVERSION FROM '''B 106-00-00 TO FIOI -00-00 PROJECT LOCATION NGS BRASS DISC, DESIGNATION W1204. LOCATED APPROX. 0.6�MILES WEST ALONG W. MAIN ST., FROM THE INTERSECTION WITH BROADWAY AND SAN JANCINTO AVE. AT LAPORTE, THENCE 1.35 MILES ALONG STATE HWY. 146, AT THE S.P.R.R. OVERPASS, 7.5 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 74 FEET EAST OF THE CENTER LINE OF THE EAST LANE OF THE HIGHWAY, SET. IN THE TOP OF THE NORTH END OF THE EAST CONCRETE SET OF THE OVERPASS, AND ABOUT 5.5 FEET BELOW THE LEVEL OF THE RAILS. 1978 DATUM ADJ. ELEV. 18.93 N TABLE N0. 1: Drainage greas and Discharge Computations for the Ur t f101-00-00 Location Description Channelization 1 DA ( X Devd I Year � Year 1 @ 225 � 480 7 570 446 2 Outfail F101-O6-Oi 630 40 955 796 3 Ou[f all FI01-O6-02 325 300 840 743 4 Below F101-O6-03 233 300 649 572 5 Below F101-06-02 558 100 1282 1130 6 @ Pipeline Corridor 583 100 1326 1169 7 Above FIOI-O6-01 604 300 1363 1202 8 Below F101-06-01 1294 71 2085 IB00 9 Above Sens Road 1325 71 2124 1833 10 Be tow Sens Raad 1398 73 2243 1939 IS Below F101-03 1534 75 2442 2115 12 Above S.P. Yard 1588 I6 2524 2188 13 Below S.P. Yard 1fi08 76 2549 2209 13R AL Proposed S.P. Yard 1703 78 2698 2343 14 Above Tr ib. tram Broadway 1813 79 2851 2477 15 Below Trib. from Broadway 2027 81 3148 2739 16 Mouth 2647 86 3992 3486 A S[a 45+00 F1o1-O6 98 300 333� 290 B Sta 55+00 F101-O6 54 100 207 180 C Sta 60+00 F101-06 33 100 141 123 Rtr. Ith Ie:eri�tia � A,f. C HAN N E L CONVEYANCE IMPRO EMENTS H.C.F. C.D. UNIT FI01-00-00' =004 DRAINAGE AREA MAE PROPOSED ULTIMATE IMPROVE �1ENTS 1t1 M!: 19400 Sult : I r�= 800� D.E.H. IOtU: d 1 J `AN®Ev ENGlNEEi es, 'Nc . iT06 SEAMIST DFIVE Nouston,Tex's 7'006 NOTES: _ o _ o� W = _ _ 1.) BEARINGS SHOWN HEREON ARE BASED UPON THE 4.) THIS MAP SHOWS UNDERGROUND UTILITIES LOCATED m ��� TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH FROM SURFACE FEATURES AS INDICATED HER EON.. o �� '—C—=�rx CENTRAL ZONE UTILIZING CITY OF LA PORTS MONUMENT -THERE MAY BE ADDITIONAL UNDERGROUND UTiL1TIES PAUL D. COVINGTON. ET UX :��?�� NUMBERS H15-01, H14-01, E14-01 AND E15-01, _THAT HAVE NOT BEEN FIELD LOCATED OR w HCCF No. E725561, OPRRPHCT ;t?�'��.• :' �'� WHICH ARE BASED UPON USC & GS NORTH AMERICAN DETERMINED FROM' RECORD INFORMATION. SOME o EXECUTED 03/30/76 • �' �.t�. ' • DATUM OF 1927. POSSIBLE UTILITIES MAY INCLUDE, BUT ARE NOT •�,j�::..��:�i:.'•: 50 0 50 loo tso Feet LIMITED, TO THE FOLLOWING: SANITARY SEWER a • r)n•:•':� 2.) ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT <. � �tn+:?9;::.;.:: SERVICE, STORM SEWER, "WATERLINES, AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM), PETROCHEMICAL AND GAS PIPELINES, AND' '- " � � fO' • ALL PARCEL TAKINGS SHOWN HEREON LIE WHOLLY � "SET a�p� �: ELECTRICAL CONDUIT. 2 9 � P.O.B. 901.0 . > x •' �: WITHIN FLOOD AREA DESIGNATED ZONE "X" (UNSHADED), � z w � �• LEGEND DEFINED AS AREAS DETERMINED TO BE OUTSIDE 5• SET :: �: METES AND BOUNDS• DESCRIPTIONS BASED ON THIS SURVEY N 0300'4 ';W::.;= :� �;. THE 500 YEAR FLOODPLAIN. FLOODWAY AND PREPARED BY J. PATRICK GOING, -REGISTERED PROFESSIONAL N 03'01'S3' W 818.2T „•. FLOODPLAIN LIMITS NOTED HEREON ARE APPROXIMATE LAND SURVEYOR, LICENSE NUMBER 4477, COMPLETED DATE S 8$.00 o•: _ AND HAVE BEEN DETERMINED BY SCALING THE NOVEMBER 10, -1997, ARE ON FILE IN THE OFFICE OF BASELINE FND. 5/8" IR c:::F;: � EXISTING H.C.F.C:D. EASEMENTS FEDERAL EMERGENCY MANAGEMENT AGENCY FEMA ;:;:�:: ( ) CORPORATION, HOUSTON, TEXAS, JOB N0. 86051':18: S 81'16'20" W .�:•:v.; FLOOD INSURANCE RATE MAP (FIRM), MAP N0. 18:01' � •�'w=' 48201 C0945 J FOR HARRIS COUNTY, TEXAS, AND 6.) POSSIBLE PIPELINE CROSSINGS. NO SURFACE EVIDENCE t° � � � : � � ' � � ' � � = EX INCORPORATED AREAS, DATED NOVEMBER 6, 1996, �• ::::;.._ .:•::::::::: ISTING H.C.F.C.D. FEE STRIP AND HAS NOT BEEN FIELD VERIFIED. THIS FLOOD OTHER THAN SHOWN WAS FOUND: REFERENCE ,PLAT � :\• :o �:: STATEMENT DOES NOT IMPLY THAT THE REMAINING RECORDED IN VOLUME 152, PAGE 34 H:C.M R 1/OLUME 1325, PROPERTY AND/OR STRUCTURES THEREON WILL BE PAGE 456, H:C.D.R: AND H.C.C.F. N0. 127147 (OVER AND •�. :� v;: ® v —(�- = OWNERSHIP PROPERTY LINES ACROSS OUTLOTS 302 AND 319). „" •. .� x: E---DG = DOWN GUY FREE FROM FLOODING OR FLOOD DAMAGE. ON RARE DETAIL A ' ... , OCCASIONS, GREATER FLOODS CAN AND WILL OCCUR 7 N.T.S. ' . `�' � � �:: h:: + PP POWER POLE AND FLOOD HEIGHTS MAY BE INCREASED BY MAN- ) REFERENCE QUITCLAIM DEED FROM RALPH MUL.HAUSER TO HARRIS •.•. _ MADE OR NATURAL CAUSES. COUNTY FLOOD CONTROL DISTRICT, EXECUTED APRIL 12, 1966, • ; � •' �• xt LP - LIGHT POLE RECORDED UNDER HCCF N0.'C290280 (VOLUME 6328,"PAGE 234. '� J �PLM PIPELINE MARKER 3.) ABSTRACTING SERVICES WERE PERFORMED BY ,J , HCDR) AND PARTIAL RELEASE OF LIEN FROM EUGENE HAMUSEK TO V •' � •��' � c _ '� • == � -'- - OVERHANG COURTHOUSE SPECIALISTS, HOUSTON, TEXAS AND HARRIS COUNTY FLOOD CONTROL .DISTRICT, EXECUTED FEBRUARY 7, � / � �, •: p MUSTANG ENGINEERING, HOUSTON, TEXAS. 1966, RECORDED UNDER. HCCF N0. C290281 {VOLUME`6328, PAGE V p• �u��:: �— _ C� - OVERHEAD ELECTRIC LINES FND �/2" IR 237 HCDR). VV m •��;. � ' .� , . • . • . •.: • WV�r = WATER VALVE FND 5/8" IR IN CONC. � FND 5/8' IR 79.83' CALLED 1.6198 ACRES f 0 LAWRENCE A. MAYNARD, A MARRIED PERSON Q o HCCF No. T885783; OPRRPHCT � EXECUTED 07/29/99 M 294 `�. _ , ::� , � FH♦ FIRE HYDRANT • '� i ;,�, w:; O = BOLLARD 1 O :.� W t�w.. m = SWBT PEDESTAL 3 e� •a-. .::r,�:`!; � = SIGN :rn` GS;: SE7p, = SET 5/8" LR. i• ' • � �.'��'� "SET"O = SET 5 8" LR. w BASELINE CORP. ;AP n : zu: / / °° � � �' � 111 SLOPE - � J• ... •.S• /� I b Z •. -- - CHAIN LINK FENCE 3 Q-7 w Cs � a:; _ 2H"/ z � � m � ' . F- "� ' —X— BARBED WIRE FENCE O d. � . w CALLED TRACT 2 O � _ . � • �o.:... �y —ii = WOOD FENCE ti 4. `-' � t Ti " = HOG WIRE FENCE © CHARLES C. HINDS - N'- � �o ELECTRIC FENCE � � � ® CALLED 0.334 ACRE �_ w HCCF No. U678075, OPRRPHCT W m� .d . �: � m� �— w ao CITY OF LAPORTE � 3 EXECUTED, 09/20/2000 �. 0:3 •c� • :: :: o!� CALLED 3.4Z13 ACRES PC POINT OF CURVATURE a cn HCCF No. V282793, OPRRPHCT c� - •w • : � � : � -3 - � � �EXECUTEO 07/23/2001 . � 0 8 WEST RIGHT-OF-WAY z �. •�; ::c: :c r GLEN DOYLE GOODMAN ET UX PT = POINT OF TANGENCY o LINE OF F101-09-00-01- `��n "� °Do HCCF No. H093593, OPRRPHCT � - FND 1 /� IR 8RS I � _ � � ' � • '' ::; � EXECUTED 07/20/81 � � S o3'ci8 " E — oso SEE DETAIL A" � �' �9.90' � 420.00' N 0301 S3 W � 818.2T o.- m ' :. ; :: Z o • ET v� � � .' �:, wrn PIPE DG S 86'51'41" W - 17.74' ELECTRIC FENCE N 81'16'20" E - 18.01' o: 4' BARBED WIRE FENCE YELLO PLA w • CENTERLINE P.C. 32+55.04 } S 03'01'09" E - 818.02 FN 5/8" IR CAP M• ' FND 5/8" IR CENTERLINE P.T. 32+80.86 1 END STATION 9+33.86 � S 03'01'53" E w$38.54' z �. .�� • ' a 3 9+00 8+00 0� 7+00 6+00 00`'-® 4+00 3+00 F101-08-04 2+00 1+00 � `a I, m• CALLED 7.1613-ACRES � o � — — —i-- — o I — —} — - � — � - � — ---�- — — --f — — — -}-- — �,, ; ' � . F101-00-00-02-925.0 CHARLES C. HINDS o � � _ � CALLED 7.t60 ACR BASELINE/CENTERLINE � � •-'� I HCCF No. U678078, OPRRPHCT CITY OF LAPORTE � - o: �, W d- � _n � w w HCCF. No. U869881, OPRRPHCT F101-08'00'01-901.0 P•T. STA.0+95.32 o a' . ' � EXECUTED 09/20/2000.. - � otOo m � EXECUTED 01/05/2001 m Z; o: n- N a a (F101-09-00-01-901) S 3T36'49" W ~ �o m _ _ 77.59' m 4' HOG WIREFENCE __. -. FND 5/8" IR g g "S�" ¢ N 0301.33" W,ri am 99' OEF�1011 09�OOw01 LINE e � � CENTERLINE P.I. STA. 33+95.06=0+92.71 S 86'51'41 " W - 17.74' � 1 `` I C N 81'18'20� E 8.01' S n0301 � • ; • +o y FND 5/8" IR BRS 4' BARBED WIRE .FENCE 68, � S 03'08' E 0.79 � � 00 S 03'01'09".E"- 830.74' __ � S• ::Im SET J Z � � � o o P Y AREA o ff. o \ °° S �01'09" E 899.69' _ a a .: ' I' o p _ _ _ M _ � ¢ � m m � a� �. R=25.00'— � � ci � I J. PATRICK GOING DO HEREBY CERTIFY THAT THE FND 5 8" IR N w `� � `� � 'n `�" � N � � 0 3 g �' ��g� � LA P O RTE 0 UTLOTS D=4o'3s'42" � iO � ``� • : I m FOREGOING PLAT REPRESENTS A SURVEY PERFORMS[ / 79•85� c� I � m N � I �m�ro n L=17.73' !n 2O• -,i ON THE GROUND UNDER MY SUPERVISION ON NOVEh 3ER = a o FOUND 5/8" IR CALLED 0.340 .ACRE 0. T=9.26' z v z � '�_,� z 10, 1997, AND SUBSTANTIALLY CONFORMS TO THE C 1RRENT � _ ®CHARLES 'C. HINDS VOL. 6� , PG. 374 H.C.D.R. Lc=17.3T 4- � � 'o � 306 TEXAS- SOCIETY OF PROFESSIONAL SURVEYORS STANC �RDS � I � HCCF No. V282792, OPRRPHCT CB=S 1 T 1 T28" W � z •� . y t m AND SPECIFICATIONS FOR A CATEGORY 1A, CONDITIOD II EXECUTED 07/23/2001 -I w - I' �+' LAND TITLE SURVEY. + + z � � 286 295 � '�:w.Q o • `CALLED 7.1613 ACRES ,.�i � CONCRETE BRIDGE PATRICK GOING `� I © CHARLES C. HINDS v, w HCCF No. U678078, OPRRPHGT 'o ow METAL STRUCTURE EGISTERED PROFESSIONAL D SURVEYOR z � EXECUTED 09/20/2000 a .. BRIDGE TEXAS REGISTRATION N0. 447Z cn m a' • m o' GULF REFINING CO &GULF -OIL CORP 30' PIPELINE ESMT VOL.. 7314, PG. 496 H.C. D.R. o- •s' 4' BARBED tiP o`sTeq� -per �' 'EXECUTED 08/20/68 FND. 1 2" IR BRS to. ,a' 'o WIRE FENCE y '9� ° cn I � 4' HOG" WIRE FE CE � � rn "J.t�'tRicicaallo�� 9�J { TEXAS EASTERN TRANSMISSION CORP 50' PIPELINE ESMT FND. 5/8" IR ' .a .• PIPELINE •yp SUFv��o ' N j VOL. 7390, PG. 116 ' H.C.D.R. "�: ::: i EXECUTED 10/17/68 • . w.; •:�: Z a � �: i� N DWAYNE E. NUTT AND WIFE BRENDA K NUTT ' CALLED 1 5220 ACRES ' , w: �: I w O F- HCCF No. M569646, OPRRPHCT �,� �• �• ' (UNDIVIDED 1/2 INTEREST) v' ••,;, � � � -_ T c EXECUTED 03/26/90 © �I JUDY K. LAMBERSON w �• � �• I w � oa NIGH 1 —Of� -WAY ALIGNMENT MAP HCCF No. N615874, OPRRPHCT a ^ � '� °- m � ¢a UNIT F101-00-00-02 CALLED 2.095 ACRES EXECUTED 03/12/92 � �. `� �:�� �,, -: p o {FIRST OF TWO TRACTS) � •�: v -� M CHARLES C: HINDS 296 .CALLED 1.5220 ACRES �• � :.a w• w +o N �o� 3O5 TRACTS 917.0 THRU 926.0 HCCF No. U678075; OPRRPHCT QUITCLAIM TO JOE K. LAMBERSON �. •q" :: � I z ► o � � a N o UNIT F101-09-00-01 ,285 EXECUTED 09/20/2000' � HCCF No. M668144, OPRRPHCT o. � ::o � � m $ � � M TRACT 901.0 ' EXECUTED 02 12 90 s FND 5/8" IR 8RS REVISION NOTESr / / � •: • �� � I o � � � HARRIS .COUNTY, TEXAS S 82' 9' E - 0.28 0 ;.REVISED 06/14/2001 TO SHOW POSSIBLE EXCHANGE TRACTS `O ' Y � � � ' � • � cn ° � CURVE DELTA RADIUS ARC TANGENT BEARING CHORD C1 05'41'23" 260.00 25.82 12.92 S 02'52'59" E 25.81 CALLED 2.32 ACRES , .o. �j``"�i N �• ZZ� - BASELINE CORPO]'ATION AND'UPDATE OWNERSHIP RELATIVE TO SAME. • _ERNESTO GOMEZ. ET UX • r� :;p .:. � GD w w c�' � „ —REMiSEB--8�96fi991-rAf1- fIEW--I �TrR I .�.r-A��}[.y[ggr�p,� H.C.C.F. No. K274921, ::Ei tti m w � Y� X �J PROFESSIONAL SURVEY )RS -f�l6N#4EPl-F.- (VOID) OPRRPHCT 'tt: ?�:: ¢ I w = w eREVISED 09 /24 2001' FOR OWNERSHIP OF CALLED 0.334 ACRE EXECUTED 11 /04/85 � °� 1710 SEAMLST DRIVE; slrrrE #zol, HOUSTOI ,TEXAS 77086 { / '• U ' a' _ • � PLONE (713) 889-0155 FAX ►18 889-8702 AND 0.340 ACRE PARCELS AND LABELING EXISTING RIGHT=OF- _ ' ' • _ �: <r �++ ) WAY LINES... �; � Scale : 1" 50' Job' No. 86.0: 1.18 r; �� : o ® REVISED 01/23/2002 "FOR NEW "LATERAL CENTERLINE/BASELINE CENTERLINE P.C. STA: 38+09.79 v � �• � Date :' 11/10/1997 Fieldbook Na I-238 ALIGNMENT .REPLACING REVISION N0: 2 � '. >:. c • �' • • � ��' � � I � � Drawn by AutoCAD/WSG Approved by � 'G PROP. BY OTHERS R=2s.00 o j D=40'38'42 > L=17.73'. o z LO T=9.26' VRRRR 0 00 + CB=S 17'17'28" W o c� O o LA PORTE OUTLOTS Io I ` VOL. 61 PG. 374 H.C.D.R. Q 1 0 0 o 000 e L a STA. 2+50 3 I w a SZ � STA. 5+60 13k PROP. BACKSLOPE INTERCEPTOR PROP BACKSLOPE INTERCEPTOR PRIVATE UTILITY LINES SHOWN / — o-D z RELI E/NER,G /ENTER, INC. Date SOUTHWESTERN BELL TELEPHONE CO. Ap oved Only for Underground Conduit (Valid for one year only) Unless Noted. Date ny i /-3p-©Z R LIAN ENERG /HOUSTON LIGHTING & POWER CO. Date Approval Only for Crossing Underground Ductlines Unless Noted. Valid at Time of Review Only. �' � s BEGIN PROJECT PROP. BY OTHERS z � M �{ o : ` e�" ,�P STA.00+57.57 STRUCTURE W/24 CMP STRUCTURE W/24" MP 1 w .T PROP. rL =7.58 a col z JAI E.R.O.W. U z B RBED IRE FENCE PROP. .BACKSLOPE - - -- - - -� / RF I x— w rDRAINAPE SWALE+d i E.R.O.W.p TOP OF BANK M x -- -- a . SUMMIT ----- - ----- -- -- -- SUMMIT-XPR0 TOP OF BANK -- SUMMIT p - — / a �s`9 x PROP.. RIP RAP TOE OF BANK a • A o , -°° ; / . :l ";;Y GRADE 20 PROP T0,6 OF SLOPE I. PROP 6' BOTTOM WIDTH F� OW n 4 *0.< 2+00 3+0 4+00 5+ 0 6+00 N 03'01'S3" W TOE OF SLOPE -' �r r. --- --- — — — -- --- — ---- —----- ------ _� FLOW 0 ( PROP. TOE OF SLOPE W +� CL PROP. CHANNEL q-i BASEL E o I g T ER E PO T ' Z (a _ M N 03 w 10 + — — -- -- --------=-------'----__-- ------ x--- TRAVERSE LINE S 03'03'10" E _1 TOP 0( SLOPE 60"C.M EXIST, 4'-5 STRAND BARBED WIRE FE CE SUMMIT PROP.. TOP OF BANK _ ___ --------- - --- ---- i---- ------------ -- W.R.O.W. 4' BARBED WIRE FENCE SUM I W.R.O.W. 5' WOOD FENCE Q x PROP. BY OTHERS i FENCE NOTE: PROP. BACKSLOPE SEE FENCE LAYOUT SHEET 14 MARVIN L. ZAN r •'d�ONAL �:�F 8 Harris SCALE: County Flood Cc �trol District 9900 Noy hwest Freeway Houstol ,Texas 77092 DATE: Sep ember, 2001 H: "=40', W "=4'' SHEE' NUMBER 6 of 1 5 - W w ., LLJ }. wj oil z� STA. 8+30 W a 0 PROP. STABILIZED CONSTRUCTION PROP. BACKSLOPE INTERCEPTOR � o zN ACCESS' (TYP.) STRUCTURE W/24" CMP � J � � � d 42" 3 o ((' I tAURA LN. TIE EXIST. RCP TOof .11 a a 0 0 PROP. CKSLOPE =z1 a Son swr Line PROP JUNCTION ;BOX X z I (, Qal a Exist. 12" v.c.P INCIDENTAL COST TO W DRAINAG SWALE W <mi I• 1 LI N ENERGY EN(E „ 1 I F w I _2 IP PLA JUNCTION. BOX#Z) UTILITY NOTES: [Eo*RoOoWo POP. 72 CMP AN. MH1. CONTRACTOR IS TO COORDINATE WITH THE CITY OF LA PORTE PUBLIC ____ REMOVE EXIST. PVM T. AND SUBGRADE WORKS DEPARTMENT 48 HOURS PRIOR TO COMMENCING OPERATIONS SUMMIT POP. TOP OF BANK -� al DRIVEWAY TO REMAIN 10 E.W. FROM OF OUTFALL PIPES IN AREA ® 281-471-5020, EXT, 322, SO THAT THE WATER LINE CAN BE S n a > PUT OUT OF SERVICE. CONTRACTOR WILL THEN CUT &REMOVE EXISTING OPEN AT ALL TIMES REPLACE WITH 2 H.M.A,C. TYPE D WATER LINE WITHIN THE OUTFALL PIPE CONSTRUCTION AREA. ONCE ALL 'I i �F W/1O CRUSHED STONE. CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL AGAIN NOTIFY THE PROP. B OM WID H II °0 I vi CITY OF LA PORTE SO THAT THE EXISTING 6" W.L. CAN BE RELOCATED SEE TRAFFIC CONTROL PLAN SHT.13 TO THE TOP OF THE 72" CMP BY THE CITY OF LA FORTE PUBLIC 0 40' I PROP. 48 RCP TIE PROP. 48" RCP WORKS DEPARTMENT. " NO DIRECT PAY ITEM FOR THE ABOVE, INCLUDE AS INCIDENTAL TO 72" CMP, N 03'01'53" w 8+0o s ' i I TO EXIST. 48 RCP to _ _ _ It BACKFILL & SODWITH CONC. `COLLAR FLOW o 00 2. CONTRACTOR SHALL CONTACT THE CITY OF LA PORTE PUBLIC WORKS DEPARTMENT LtJ 'oPRQp PROP JUNCTION -BOX 1 48 HOURS PRIOR TO COMMENCING OPERATIONS IN AREA ® 281-471-5020, ze- zPROP. CHN L QF SLO i PROP. 48" RCP . EXT. 322. THE FORCE MAIN MUST BE VERIFIED BEFORE EXCAVATING. IF NOT W STA• 9+98 AS SHOWN, CITY OF LA PORTE WILL PROVIDE TEMPORARY BYPASS. IF -AS SHOWN, O J TRAVERSE LINE S 03*03110" E _ _ _ _ _ I i ( PROP. 2-49X3' RCB (SEE DETAIL SHEET 10) THE CONTRACTOR SHALL NOTIFY T Exist. 8 V.C.P. = RUP. TOP OF BAN SU San Swr Line U - --- 1 =Im6 WB SIGN I— ------ --- W URIED CABLE Q 5' WOOD FENCE GW 0 310 W.R.O.W. ' i 4, 01 0E- PROP. BACKSLOPE DRAINAGE SWALE I I i2 i I .SLOPE EXIST. DITCH TO MATCH PROP. _ 48" RCP z (INCIDENTAL COST TO N JUNCTION BOX#1) PROP JUNCTION BOX #2 o STA. 9+44 w (SEE DETAIL SHEET 10) PROP. RIP —RAP GRADE 2 LLI 1— 5 RECORD DRAWING CORRECTIONS : F p• 9 *t ;; BRENDA C TREMNO "Os - 76268 ght ..g 4 ao��FcI ST ER *so ' s• 7 N404 The seal appearing on this document was authorised byj'Brenda C. Trevino, P.E. 7626 Rom' N0. 8, onJ)(A t 200. DESCRIPTION Q TIE TO EXIST 42" WITH CONC. COLLAR EXISTING WAS 42", WE REMOVED �, & REPLACED WITH 48". TIED TO EXIST 48" W/ CONC.. COLLAR REVISIONS BY: SMH ' DATE: 5/22/03. PRIVATE _,UTILITY LINES SHOWN -30—oz RELIC ENERG /ENTEX, INC. Date SOUTHW S MINT BELL TELEPHONE CO. (Valid for one year only) Ap roved Only for Underground Conduit Unless Noted. Date �n,�.ru, RELI T ENER Y/HOUSTON LIGHTING & POWER CO. Date Approval Only for Crossing Underground Ductlines Unless Noted. Valid at Time of Review Only, HE CITY OF LA FORTE ONCE THE BOX CULVERTS O ARE INSTALLED, BUT PRIOR TO BACKFILLING CULVERTS, SO THAT THE CITY MAY W W RELOCATE THE SANITARY FORCE MAIN TO THE TOP OF THE BOX CULVERTS. i I O NO DIRECT PAY ITEM FOR THE ABOVE, INCLUDE AS INCIDENTAL TO 2-4'x3' RCB. 0 LIJ O O J + LLS w �I � U qr— FENCE NOTE: Q o od SEE FENCE LAYOUT SHEET 14 O z z + o g l� U J U < w W 40 0 20 z 40 80 o Q Of Clog GRAPHIC SCALE 3 v N U i 0 i 0 a a 0 i O O W � � � o O °0 o Z � o V v W O N o I Li N rn � N � � � � -f- _ � � H U �' W � -) U O a 0 W v w v 0 W 0 Q County :roi District vest Freeway Cexas 77092 nber, 2001 NUMBER: �F 15 3 v N U N N m i 0 i a U Q J Lt_ O O W I d- O I co 0 I O H U W 7 0 0 0 z o `� � J U v w o � � I cv � � N rn O r � + U `� J V � W U � W a U Q O O t` � WW� H: z a o � E i Q x County :rol District Nest Freeway Cexas77092. nber, 2001 PROP. 72" CMP MEN a 41, le 4 mmmmmmmm Q L 1". ALL. LETTERS SHALL BE 2" HIGH AND SHALL BE RAfSEO- LINE WIDTH FOR LETTERS SHALL MACHINE BE Yi WIBEARINGDE. SURFACE MIN SECTION OF COVER Z O THRU RECESS — .. 48` RCP _ w T ST RM —{� ,� I o A ArT SE ER Y2" x 2Y2"RECESS 6' 4,-1 6. (SEE SECTION OF _ - C' - . COVER THRU RECESS) " N GROOVES :Y16 CIA X i%z" DEEP APPROX ii TO t" SPACES PROP. 4'x3' RCB - 47 DIA HOLES PROP. 4'x3' RCB PLAN (%) ' 32" MANHOLE COVER WITH FRAME z • B (INCIDENTIAL TO JCL BOXES) #4 ® 3'—O` LONG I Ld A - A W t J (n N i a c I- 1624. 162,¢" 3Ya y4 - � _ I yaw ryI I I WINNOW C > PROP. 41`x3' RCB 'ao F - ci ®3'-6' LONG W _ ,ii PROP. 4'x3' RCB #4 U X - s - .x" ,v ,1 L, t5. I 3'i MIN j m 20 4w 20 Q a . SECTi� i L Z "MIN MIN, 32" MANHOLE COVER WITH FRAME Z O C►J MANHOLE ( W Li FRAME AND COVER �48" RCP-�_ z - 7 (NOT TO SCALE) Z �. PLAN U CL STA 9+98 2.-0" STD. 32" MANHOLE �i tO LAP (T1'P) FRAME AND COVER N.G -20.00 (SEE DETAIL THIS SHEET) BACKFILL WITH ONSITE MATERAIL I SECTION UNDER SECTION UNDER yu" PER HCFCD SECTION ;,� I• I �' PAVEMENT NATURAL GROUND ��- -�•� " W C 02376 Ld - (� U °� �� J PROP 2 HMAC. TYPE D G I Q p N , ____ _ _— I PROP 70 CRUSHED—j q.: • ;o1C vr\v\gN �o\ /// I W V LIMESTONE BASE �� vG� o v� • Y d �C� v� .1 PROP. 2-4'x3' RCD r�\\;u �a P° _ I• I1 MINIMUM <o�Ps �� ��� �l� `�U ti�� : 48" RFP in m in - ��� �° oho - o C I m 1 v o� a� a V \ BACKFlLL WITH ONSITE MATERIAL o I• ( 1 cYi w�o%\` y�pv� ��� PER HCFCD SECTION PROP. 2-4'x3' RC8 1 I• MORTINVERTp 111�1~ FL=14.5 L=14.46 — 02316 io AR •� "' U iv N I #4 ® 18" yI a coi CO PROP, 72" CMP I• •I" . .. o O o i b t2 12•. MORTAR INVERT 1 i PROP. 4'x3' FIGS200 PSI CEMENT STABILIZE - ' - ISO SAND 21 PER HCFCD SECTION I dL #4 ®,8" I �FL=, 0.06 �48' RCP 6" #4 ® 3'-0" LONG #4 ® 3'-6" LONG " I I �48' RCP—�` PLAN CL STA 9+44 iIslip 5 ?.low IN sip h+.l "'-�--200 PSI CEMENT STABLIZED O 4 I SAND PER HCFCD SECTION y ' •moo "•�•—• " i :. :I - .; 02321 Z� %] SECTION 'A -A' A � s" 4'— o" 6" JUNCTION BOX No 1 SECTION 'C—C' .. . SECTION 'B—B' JUNCTION BOX No. 2 N.T.S. 2�_p" . SEE. NOTES �3'-0" I HARDWARE � LAND 2 SEE NOTE 9 'j CLOTH HARDWARE . �� CLOTH � • �\ , _ \/ , 20 MIN FEET � w a• � �.� �4'� 15 #ROOFING FELT o ` �� � z 4 INCH biA. PVC FILTER o RIPRAP"TS MIN � TOP OF CHANNEL LINING �^� ° �. DES � N � � i FABRIC INCH THICKNE o \N \NG � o � 1'-0" GRADE 2 o 0 0 0 0 0 0 0 o y�' - 5 M �� / � � i ' �p DRAIN GRAVEL +) . " �, / 8 MIN INCHES DRAIN GRAVEL 15 #ROOFING FELT' 15 #ROOFING FELT 15' � W � o a �-1 o� �- � TYP' ,� �� _ PLAN ELEVATION ..� A A o� B o > o o. g o o I TYPE ' A" tO m � �' EE DETAIL TOEWALL AT BOTH ENDS. w WEEP HOLE (TYP.) � / OF SLOPE PAVING � M ._ 'i b � � ECIFY w o 0 0 0 0 0 0 o R ORCING � o TOEWALL AT UPSTREAM AND t5 NpE "g � w / STEE HARDWARE CLOTH u-'i 'DOWNSTREAM ENDS OF WEEP HOLE (TYP.) / 4 INCH DIA. PVC 4 INCH PVC PIPE CPAVING. (SEE TYP. SLOPE rTOP OF SLOPE PAVING z SECTION PAVING DETAIL.) — 15# ROOFING FELT 15 #ROOFING FELT W/HARDWARE CLOTH 8" X 3'-0" MIN :, M - CONC. CHANNEL OVER END. DEEP TOEWALL •, �..� � / TYPICAL CHANNEL LINING � � -. J �' TOEWALL AT TOP OF SLOPE � �--'8' MIN INCHES T— �— PAVING. (SEE TYP. SLOPE FILTER FABRIC li,.- ,�I SEAL SLAB i� DRAIN GRAVEL � PAVING DETAIL.) REINF. STEEL � DRAIN GRAVEL = 8" X'2'-0" MIN B � d •SYMMETRICAL � ° , ����0 ,-0" 6" 6" '-0" FILTER FABRIC W ' DEEP TOEWALL �7 LAN a a -ABOUT CL' ' BARS INCHES J I c n . '' ° . d n n O.C." (EACH LAYER) tx�OP�O 3,_0„ 1'-0" 2'-0" 1'-O" W I TYPICAL TRAPEZOIDAL CHANNEL LINING —'(a— TRIM plpE P 4 BARS �� � � v. FLUSH WITH �� 8' MIN INCHES � 18 MIN INCHES # '.� � �v ' a � �, a' :� PAvwG SECTION SECTION � GRADE 2 12 O.C.E.W. c � � a'. "VARIES BASED ON �" I a SIDE SLOPE, MIN. TYPE "B" WEEP HOLE � � � � . " � v d •� da :1 FOOT VERTICAL TYPE �A WEEP HOLE �` SEE NOTES .' g � � � AT TOE OF SLOPE. z 1 AND 2 ��� a ° " � • - .. k � EXTENT OF / Z I '� 8 INCHES 30• THICKENED AREA Q d SEE NOTE 8 WEEP HOLE NOTES: � CHANNEL ES S � E NOTE`9 ° a � � TYP ONTINUOUS SECTION �\N6 NC�� ° e d 'O 1. MATERIALS: WATE IT ROANSIMITTING � I . .�A� FIL FABRIC BOTTOM WIDTH A w ° � � � REINFORCING a. PIPE: 4 INCH DIA. SCH. 40 PVC COR FOR APPROVAL � 3 � N w d STEEL b: DRAIN GRAVEL: SIEVE SIZE � FINER d� � � PILOT CHANNEL SEE DETAIL "A" 1 � o .. � d , v SECTION 1 „ 100 O 3/4" 70 - 100 - 4 INCH DIA. PVC (SEE TABLE � � ° ° 2 VANIZED NUTS 3/8" 20 - 90 00 I ONE BELOW) �� 8 INCHES--� �-- � I a d D HERS ON NO. 4 0 - 60 I i � W .•. EACH 1 X 6 INCHES" Z N �' #4 BARS � A ° ° a c " J" BOLTS, R EQUIVALENT, N0. 8 0 a I LL' #4 BARS � 12" O.C.E.W. -TypE �' g ^ � d"a � � �• _ a . a ,n ASTM A-36, CED AT c. HARDWARE CLOTH: MIN. OPEN MAX. OPEN Z I z g" 12" O.C.E.W. cv WEEP -HOLE '�' ' � ° v 30 DEGREE INT ALS 1/8" 1/4" = I _ :d ' THRU PIPE. APPLY CONST. ADHES ao OPTIONAL SEE DETAIL e � I �° � d. FILTER FABRIC: TO FILTER FABRIC T & U I KEYED JOINT . ° '". e d <, °. MIN. AOS SIEVE N0. 100 MIN BOTTOM CONTINUO LY MAX. AOS SIEVE N0. 70 MAX • �—T—�— T � WEIGHT OZ/SY 5.6 OZ. MIN SECTION • '. :. b` .... ;; �;.. Dr d .< ,. 12 � ��� d ° u 2. CUT WEEP HOLE PIPE FLUSH WITH CONCRETE SURFACE. E C WEEP O LE sEAL sLAe �y � PIPE OUTFACE NOTES FOR EXIS G CHANNEL LINING 3. 1YPE "A" AND "c" WEEP HOLES FOR LOW FLOW CHANNEL TYPE " A " SEE NOTE 5 F` TOE OF SLOPE, TO BE STAGGERED. � WEEP HOLE �' 1. WHEN PLACING THROUGH EXISTI CHANNEL SEE DETAIL PLAN LINING, SAW -CUT 1 INCH AND RE E 4 FEET Q SPE 2. EXPOS � A MIN. OF 18 INCHES OF STE WEEP HOLE DETAILS °- w TYPICAL TRAPEZOIDAL CHANNEL LINING ., •..,....-REE0RC1NG PIPE OUTFACE DETAILS °" HALF SECTION „ GENERAL NOTES: U B DETAIL A' (FOR, OUTFACES 24-42 INCH DIA.) 1. STRUCTURAL CONCRETE FOR CONCRETE CHANNEL SECTIONS AND SLOPE PAVING AND NONSTRUCTURAL CONCRETE � � 3/4 INCH MATERIAL FOR SEAL SLAB SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION N0. 03310-CONCRETE. Uj !C\ V ''.,'.", INCHES _ ` �__ _ � 2. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION N0. 03310-CONCRETE. \\ 3: STRUCTURAL EXCAVATING AND BACKFILLING SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION N0. 02316- SEE TYP CHANNEL TABLE ONE STRIICTIIRAI FXCAVATINR ANTI RAf KF'll I INC: rsi _ LIIVIIVV VGINIL. - • _i \ BOTTOM WIDTH PILOT CHANNEL WIDTH _ 6" I-'— _...__. _._._ _.._ .. ....._ ...._ _. ._... .__... _. 4. RIPRAP SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION N0. 02378-RIPRAP AND GRANULAR FILL. 5. ANON -REINFORCED 4-INCH MINIMUM NONSTRUCTURAL CONCRETE SEAL SLAB WILL BE REQUIRED BENEATH THE BOTTOM OF CONCRETE CHANNELS FOR UNIFORM LOAD DISTRIBUTION AND TO MINIMIZE POTENTIAL FOR VOIDS AND WEAK SPOTS IN SOIL. 6. STRUCTURAL CONCRETE GRADE BEAMS SHALL BE INSTALLED TRANSVERSELY AT 20 FOOT MAX. CENTERS nN � �"' � �-+ � W BW < 12' --'�---'-"""' FLAT BOT70M BW = 12' - 20' 6' BW > 20 __ _ __ 8 __. _.._ _.- N � ee 'n 3/4" DOWELS ON CONCRETE LINED CHANNELS WITH BOTTOM WIDTHS EQUAL TO OR GREATER THAN 20 FEET. p FEET CLCHANNEL - DETAIL A GREASE &WRAP DNE.END FILTER FABRIC 12" CENTERS 7. JOINTS: � � OF DOWEL WITH FELT SE SEE WEEPHOLE A. PLACE CONSTRUCTION JOINTS IN CONCRETE LOW -FLOW AND TRAPEZOIDAL BOTTOM TYPE " B " \ � w BOTTOM WID PLASTID SLEEVE PLACE IN NOTES SECTIONS AT 20 FOOT MIN., 60 FOOT MAX. SPACING CONTINUOUSLY THROUGH SLOPE PAVING. A EP HOLE CENTER 0 B.PLACE CONTROL JOINTS ON SLOPES AT 20 FOOT SPACING. ® FEET \ 8. CEMENT STABILIZED SAND SHALL BE PROVIDED AND PLACED IN ACCORDANCE WITH SPECIFICATION SECTION O.C. E DETAIL • •I N0. 02321-CEMENT STABILIZED SAND. PILOT CHANNEL EXPANSION JOINT 9. DELETE 2 FOOT FLAT EDGE WHEN LINING IS BELOW TOP OF BANK. SEE DET "A" (SEE TABLE ONE) ��,,� t �� • 3/4 INCH REDWOOD BOARD +` I la��� INC � �i CONTINUOUS STEEL ���`� 9,If; TREAD INCHES ' TYPE �� C " � THIS DETAIL SHEEP HAS BEEN PREPARED FOR USE ON HCFCD WEEP HOLE PROJECTS OR PROJECTS TO BE MAINTAINED BY THE HCFCD WHEN ® FEET N COMPLETED BY'OTHERS. AN ENGINEER WHO INCORPORATES THE CONCRETE CHANNEL O.C. SEE DETAIL w � —'�{ 6" I-'— I DETAILS ON THIS SHEET INTO HIS WORK MUST SEAL THIS SHEEr = F--i FILTER FABRIC BOTTOM AND BECOME RESPONSIBLE FOR ITS USE IN THE END PRODUCT IN OPTIONAL I 6 z 1 -SEE WEEPHOLE ACCORDANCE WITH RULE §,131.166 (c) AND (m)1 OF THE TEXAS NOTE: KEYED JOINT I � NOTES '--- ---�-- � STATE BOARD OF REGISTRATION 'FOR PROFESSIONAL ENGINEERS. STRUCTURAL `.� RISER INCHES /� ^' BACKFILL MATERIAL 12 � _ l� O N ST R U CTI O I V JOINT `: ' '' To BE _� -- Harris • '" �- i — — — 1 �C' S� ��� 3/4 INCH REDWOOD MATERIAL SEAL. SLAB " . �I � , ' FIoOd COn' • .. --- --_ SEE E 5 .... .:. . . ..:... . 1 Q����- .� . SEAL SLAB r .. ,• • . o� � •i 9 Ho0 North SEE NOTE 5 � « » � SPECi 1 • ��'\�»...».IE'�� 4� on ' �.__ *;= _ SPECI TY A REI RCING � MARVIN L ZAHRADNIK � REI RCING WEEP OLE - S L` MIN DATE: Septet L O.C. sEE SAIL' � HALF JOINT q =. 4001s �� TYPICAL LOW FLOW CHANNEL WITHCHANNEL LINI (sLOPEs ONLY) ,��. � o,j�� SCALE: N' o �•,Fc M. � � �' STAIR DETAIL GRADE BEAM DETAIL � '���»'sTERN�� SHEET' S/ONAL E �C HALF SECTION CONTROL JOINT (SEE NOTE .6) / '... �y�' d•pDa- 1 1 C _J Q V I � � Z � Z D J � J � W _ Z � Z Q f� _ � U � Z C p � U � o � � Q County rot District pest Freeway exas 77092 Aber, 2001 5 DUMBER F 15 V 1. SET SUPPORTS AND EXCAVATE 4"x6" } 2. SECURE WIRE FENCING TO SUPPORTS. ¢ n TRENCH UPSLOPE ALONG LINE INTERCEPTOR STRUCTURE AND OF SUPPORTS. Q INLET PROTECTION (SEE, DETAIL). Q EXISTING GROUND 50' MIN. a0 • BACKSLOPE-SWALE ODPNLST�TMP SPANELS ,) o 50' INTERVALS 20' i 20' I 8 INCHES MINIMUM ( .I. ( ( 50' INTERVALS AS NEEDED AS GEOTEXTILE FOR FULL GRADED TO PREVENT D NEEDED 3 WIDTH AND LENGTH OF 4�� - RUN-OFF FROM LEAVING SITE MIN, 7W0 ROWS Move STABILIZED :CONSTRUCTION STAGGERED SOD PROP. TOP OF SL E ACCESS. PANELS (Type) SPACING FLOW:PoorSECTION 4' MAX FOR UNREINFORCED FENCE. FLOo Z yy SEE DETAIL " A" a s MAX FOR REINFORCED FENCE. PROVIDE APPROPRIATE TRANSITION - BETWEEN STABILIZED CONSTRUCTION ACCESS AND EDGE OF ROADWAY_ 3, ATTACH SILT FENCE FABRIC TO 4. BACKFILL AND COMPACT THE EXISTING GROUND , PROP. TOE OF SLOE w WIRE FENCE AND EXTEND INTO EXCAVATED SOIL. 50' MI D THE TRENCH. .. PLAN NOTE: of < - - —T PROVIDE STAPLES PER SPECIFICATION SECTION zeeee > N Oa N0, 02922 SOD: 3p.. M/ i v I o STAGGERED` SOD PANELS 1 p p p N ;. PLAN 1 1 p .GRANULAR FILL U' STAPLES Cp p 1 1�"U" STAPLES H rram�.. FLOW � FLOW � p p 1 1 F-i %CONSTRUCTION NOTES: 1� 1. SEE SPECIFICATION SECTION NO. 02365—STABILIZED CONSTRUCTION ACCESS. SEE DETAIL "B' DETAIL «A„ DETAIL B„ = z EXTEND SILT FENCE FABRIC 0 Q INTO TRENCH. SCA i� — WIRE OR PLASTIC GRID MESH SYMBOL NOTE: p� Z) W SUPPORT PROP. TOP OF SLOPE WHERE NO BACKSLOPE SWALE a J FLOW 4„ EXISTS OR FOR PAVED CHANNEL,+ -I STABILIZED CONSTRUCTION ACCESS Mom. PLACE A DouBLE Row of soD 0 z 6Z 2d PANELS AT TOP OF SLOPE. w 12" MIN. SILT FENCE FABRIC TO F - - ----� CHANNEL pX 2� MOD U TOE OF EL) SLO SLOPE _ 20 M SECTION FLOWLINE PROP. TOE OF SOD 1� SLOPE OR NORMAL SEE DETAIL "A" Q4 Ilk 0 WATER SURFACE CONSTRUCTION NOTES: y TWO ROWS 1. SEE SPECIFICATION SECTION No, 02361—SILT FENCES, I SECTION STAGGERED SOD PANELS U � W C D SOD PANELS Fes---) -/ a a 0 W X® RSF �X e REINFORCED SILT FENCE (�, Y z ' � SYMBOL v 1' MIN. I FLOW F4`& _$� $ ;;1 -FLOW 14 XSF �X SILT FENCEo� U SYMBOL SEE NOTE B.6. eel Id leeI I mo SILT FENCE 1N-CH NEI FIILT R SOD INTERCEPTOR STRUCTURE LAN SYMBOL & INLET PROTECTION o 21 o a' il i JECT FLOWLINE SODDING Q O w O_ i � � Q TER DAM NOTES: A. OF FILTER DAMS (_ — -II --- T 3 ►� 1: 1 (NON REINFORCED) o SEE NOTE 6 WIRE MESH °. HT — 18-24 INCHES. MEASURE VERTICALLY FROM EXISTING GROUND TO TOP OFF DAM. W DEPRESS CENTER AREA (SEE NOTE B.t.) b. T DTH — 2 FEET (MINIMUM) c. SLOP 2:1 MAXIMUM). r, H \ \ s„5' 2. TYPE 2 1 ED). Tz m s MIN. I a. HEIGHT — 1 INCHES. MEASURE VERTICALLY FROM EXISTING GROUND OP OF FILTER DAM. � `� b. TOP WIDTH — T (MINIMUM), Z E c. SLOPES — 2:1 (MA \ TOEOFono `� SEE NOTE B.6: 3• TYPE 3 (REINFORCED) W \� GRANULAElse, m R FILL �� Eo2 a. HEIGHT — 36-48 INCHES. SURE VERTICALLY FROM EXI GROUND TO TOP OF FILTER DAM. o E0 ° b. TOP WIDTH — 2 FEET (MINIM ieeeeeeeee c. SLOPES — 3:1 (MAXIMUM). T-+ 7 4. TYPE 4 (GABION) (� x I" ( I ( I I I I a. HEIGHT — 30 INCHES (MINIMUM). MEA CALLY FROM EXISTING GROUND TO TOP OF FILTER DAM. \��� I I I ( I 5. be TOP IDTHH 2 FEET THE PLANS, SEE GEOTEXTILE NOTES Be CONSTRUCT FILTER DAMS ACCORDING TO OLLOWING CRIT UNLESS SHOWN OTHERWISE ON THE PLANS. !e_ SEC�ri` 1. TYPE 2 AND 3 FILTER _DAMS: E WITH 20 GAUGE GALVA WOVEN WIRE MESH WITH 1 INCH t1 M DIAMETER HEXAGONAL OPE ►�i IIy 2. GRANULAR FILL: 2 0. PLACE ON ME HEIGHT AND SLOPES SHOWN ON PLANS OR AS FIED BY THE ENGINEER.':: ix UM FILTER DAM AT DETENTION b. 3-5 INCH R ROCK FILTER DAM TYPES 1,2, AND 4 AND 4-8 INCHE ROCK FILTER DAM TYPE 3. eeemeeeem WIRE MESH REFER RANULAR FILL IN SPECIFICATION• SECTION NO. 02378-RIPRAP AN NULAR FILL, VARI ITH TYPE VARIES WITH TYPE BASIN O UTFALL PIPE E NOTE A SEE NOTE A (SEE NOTE B.i:) 3. WIRE FOLD AT UPSTREAM SIDE OVER GRANULAR FILL AND TIGHTLY SECURED T LF ON THE. DO EAM SIDE USING WIRE TIES OR HOG -RINGS. VARIES �- - PLAN 4. TREAMS: SECURE. OR STAKE MESH TO STREAM` BED PRIOR TO AGGREGATE PLACEMENT WITH SEE SPECIFICATION SECTION NO. 02364-FILTER DAMS. PIPE TYPE PROPOSED Fp EMBED ONE FOOT MINIMUM INTO SLOPE AND RAISE ONE FOOT HIGHER THAN CENTER OF DEPRESSED AT SEE A OTE , /GRANULAR FILL OR EXISTING SLOPE. tom_/ SYMBOL THIS DETAIL SHEET HAS BEEN PREPARED FOR USE ON Harris ;ounty HCFCD PROJECTS OR PROJECTS TO BE MAINTAINED BY Flood Conti 01 District GEOTEXTILE NOTES:�� THE HCFCD WHEN COMPLETED BY OTHERS. THE ENGINEER ' 6" .T �P� F,rwF) SHOULD CAREFULLY REVIEW THESE DETAILS TO DETERMINE 9900Northm ;stFreeway �`i �• \� V \ \ MIN. AOS SIEVE NO, *�i s' ' ? THEIR APPLICABILITY TO A PARTICULAR PROJECT, IF Houston, T xas 77092 MAX. ADS SIEVE N0. ? REVISIONS ARE NECESSARY, THEY SHALL BE CLEARLY 3 5' MIN. =SEE GEOTEXTILE WEIGHT OZ SY MARVIN L: zAHRADNIK DELINEATED AND NOTED IN THE REVISION BLOCK IN 4 WIRE MESH NOTES ACCORDANCE WITH RULE § 131.152' (e) OF THE TEXAS DATE: Septerr per, 2001 NOTE: ONLY APPLIES FOR (SEE NOTE B.1.) ♦-o ; 40016 ?�L SECTION D �i,�'o�?F �o,i` f STATE BOARD of REGISTRATION FOR PROFESSIONAL SCALE: NT. DETENTION BASIN D 0 FSS��sTER�G�� ENGINEERS: AN ENGINEER WHO INCORPORATES THE Fee 0. OUTFACE PIPE FILTER DAM ` DETAILS ON THIS SHEET INTO HIS WORK MUST SEAL THIS a PROTECTION. SHEET UMBER N az 00,t SHEET AND BECOME RESPONSIBLE FOR ITS USE IN THE P.E. SEAL AND SIGNATURE 8 END PRODUCT IN ACCORDANCE WITH RULE § 131.1.66(m). 12 Of ' 15 1 BAY VISTA j W J Q SKYVIEW LANE LITTEEBROOK ROAD PLAINBROOK ROAD SUNSET RIDGE 3 W J FIELDCREST DRIVE lT cV s _ U U U 120' 120' 3 i i 0 NORTH 'P' STREET FLOW Q NORTH "L"' STREET 0 PLAINBROOK ROAD o� _. ' SUNSET RIDGE o . O I O I. w d ti i OI®ZO FIELDCREST DRIVE NORTH "L" STREET � ,� � it N x N o � V � • V F y �/ w w N O O z w It FLOW w N N 1 1120' 1120' �.J1�_ "' 'i ail Gj7 LEGEND WORK AREA — — DIRECTION OF TRAFFIC. � �... i SIGN POST a U W i-I TYPE III BARRICADE � W/2 TYPE 'A' WARNING- LIGHTS zoo o ioo zoo 400 GRAPHIC SCALE Qn Feet 1 Inch = 200 Feet, DETOUR AHEAD ROAD CLOSED DETOUR CW20-2D R11-2 M4-10R 48"x48" 48"X30" 48"X18" 0 Q Q N. 'L' STREET M4—sN 30"x12" DETOUR ROAD CLOSED. AHEAD LOCAL TRAFFIC ONLY M4-9L R11-3 30"x30" 60"x30" ' ROAD CLOSED AHEAD CW20 3D 48"x48" DETOUR M4-10L 48"X18" 0 ;� Z� W� � Z a c � � � J W � � � C W Z I Z Q C O J � ~ U Z �� �� L� O C Q Z, J W _ Z C Z � _ a U W C � � 6 8 N � N. 'L' STREET M4� 9N N. 'L' STREET M4� 9N � � O 1 � � y N 30 x12" ' 30 x12" � _ � DETOUR ROAD R11-2 0- c; ,Q 1 � �� CLOSED 48"X3o" Q U M4-9R z ' 30"x30" �--� � M4-8 0 ® DETOUR 24"x12" a j N. 'P' STREET M4-9N W ` 30"z 12" Z � NOTES: 0 Z � y 1. PLACEMENT OF ALL SIGNS, MARKINGS, BARRICADES, SIGN COLORS, AND LAYOUT W � ' SHALL BE LN ACCORDANCE WITH THE 1980 TEXAS MANUAL OF UNIFORM TRAFFIC � o CONTROL DEVICES .AND REVISION No. 6 JANUARY 8, 1996 (TMUTCD). t` � A 2. THE ENGINEER .MAY ADJUST TRAFFIC CONTROL DEVICES TO FIT FIELD CONDITIONS OR DIRECT THE CONTRACTOR TO FURNISH ADDITIONAL SIGNS, BARRICADES, AND CHANNELIZING DEVICES AS REQUIRED TO MAINTAIN TRAFFIC SAFETY DURING CONSTRUCTION. ANY SUCH ADDITIONAL SIGNS AND BARRICADES, ETC., SHALL , BE CONSIDERED INCIDENTAL:.. #� I, � �; : ' dr� �� `ri I? 3. INSTALLING AND MAINTENANCE OF SIGNING IS THE SOLE RESPONSIBILITY OF THE '' � E' CONTRACTOR, INCLUDING REPAIR AND/OR REPLACEMENT DUE TO ACTS OF ; "a�'y,�� I VANDALISM. .,� .,�1. �. ' 4. THE CONTRACTOR SHALL PROVIDE TEMPORARY WARNING LIGHTS TO INSURE SAFE �. NIGHT DRIVING IN AREAS OF DETOURS, INTERSECTIONS AND STREET CLOSURES. - SUCH ITEMS: SHALL BE CONSIDERED INCIDENTAL. 5. THE CONTRACTOR SHALL COVER OPEN EXCAVATIONS WITH PROPERLY ANCHORED .STEEL PLATES DURING NON -WORKING HOURS. Harris C runty 6: $ARRICADES, SIGNS; CHANNELIZING DEVICES AND TRAFFIC HANDLING DEVICES AS SHOWN Flood Contrc District SHALL .BE ADJUSTED TO .FIT FIELD CONDITIONS, AS DIRECTED BY ENGINEER: �o '�F� 9900Northwe::Freeway J'p�� ...... r �. �-*��� '�..,9� Houston, Ter � 77092 7. THE. CONTRACTOR SHALL PROVIDE PUBLIC NOTIFICATION OF TWO WEEKS IN ADVANCE TO �' ANY LOCAL SCHOOLS AND CITY OF LA PORTE POLICE AND FIRE DEPARTMENTS OF i MARVIN L. zAHRADNik , DATE: Septemb :r, 2001 IMPENDING CONSTRUCTION -AND TRAFFIC CONTROL PLANNED FOR THIS PROJECT. �-�_ 4oDis =��' SCALE: 1"=2C )' k r 4i . hhs(oNA� ELF SHEET NU ABER - . A 'r �-x� n�a- 13 of 15 -�-�..r-�-.,,,� . ,, o O J ,. i W Z � 4 O � _ .. O o U - O 4. C.� W o � 2 � lA PORTE OUTLOTS d � o VOL 61, PG. 374 H.C.D.R. in � � - o - � �; - EXIST 5 STRAND ' � + � � � BARBED' WIRE FENCE PROP. DOUBLE STEEL PIPE GATE J M O�-.�•,A _ W � � (TYP. SEE DETAIL THIS SHEET r Z N . Z x' BARBED WIRE xENCE x x z-- � w w %o x z x—.r- 6'HDG WIRE FENCE � N N TOP OF BANK � � - m . e .� Q .. - ��:- � /^ V H Z � ~ W L1 � s� z c� � > /^�g TUE OF„ BANK _ • � .e�- - � �� ^� � 3 \ G L..L. . ss?g ' � 6 i.i m �:� � O O�� C i � w -. FLOW � � `�'. .:5, _ 3 • '' • ' ' :; ,' ; 2+00 3+0 4 00 � 5+, 0 6+00 N 03'Ot'53" W N 03'Ot'53" W � 8 ., v; (� � . � TOE of ELOPE 11+0o Z C ► � . ., .. _ o (j�il � . g , CL PROP. CHANNEL W _ N 03'03'70" W Bap E _ o g � VE E POINT M� ,� � � � TOP OF SLOPE + TRAVERSE UNE S 03'03'10" E � � � 2 � Exist. 8" V.C.P. O C 1 W - ---- 60"C.M.P. m � San Swr Line � ' W. R.C. W. 4 BARDED WIRE FENCE � SWB SIGN U 3' W W � � - N � :J p� � o o_ � o " c cwa z J � w r � �,, 3 :n > � p 3 d o �: \ - = h LAURA LN y Z � �U-VN N w um 2 Exist. 12" V.C.P. t\ ,� w San Swr Line MH W,R,O,W. 5' WOOD FENCE GW 0 0 o BURIED CABLE I � .. � � � 5' WOOD FENCE z O OE W L! I LL EXIST. FENCE REMOVED W/IN HCFCD R.O.W. � - Z � , 3 3 (INCIDENTAL TO :SITE PREPARATION AND � � Z � 0 0 RRESTORATION ITEM 02200) � l = 0 Z z Z Q a N ' m m Z U O � O - _ � N a0 N O - k_ w r - 0 w 0 � D � W Lei � � � � � C Q V Zi �-r aD . � o W O N Z E (� � � r_, y . - � Cat � 5' S 3 Y = � � W� j .-t CAP CAPS � CAP m A r" o a '' O � . � rcf TYP. a xiss l �`. 3/16 WELDED LOCK RING HINGE COLLAR t �� �I�� } is 2" GALV. 2 REQ. ) �, kt4 r", PIPE SCH. 40 N:G. 3 1/2" GALV. � ��r �,cl� GREASE FITTING TYP. i �,�{,h���. WEAR RING PIPE SCH. 40 2 REQ. �� oo� iii�:� 12" DIA. CONC. a so p zs so too �.— b 3/4" REBAR 12" LONG � � GRAPHIC SCALE _ � (In Feet) Harris C aunty PROP. DOUBLE STEEL PIPE GAPE Fiood Contr< � District NTs s �E �F TF 9900 Northwe t Freewa *hqP ...~•~ ., �q�� Houston, Te) 3s 77092y }� • •�'t ,. - .. �s ' MARVIN L. ZAHRADNIK DAjE: $eP{6mE ;r, 20�� ' Pot �, cools a r SCALE: 1 "=5( , �'h S�. o! STE�� �\��E s NAL `' SHEET Nl NBER �,•� pv 2- 14 of 15 ij i 3 v J 0 a 0 ,, 12'-0" TYP. ' OR MATCH 10'-0" TYP. a 10'-0" TYP. OFFSITE SWALE _3'-0" .. • 4,_O„ a _ —� SLOPE �--Imo•-•• L... 3�-O" � l CHANNEL g" � 8„� � 8 �- �i12., " 8" I"--' -..-r 2, _. ri`'- BOTTOM - 8 ('�- o - � � � � - �- a � � � 2:1 VARIES - � ao � � r a VARIES o; � � i °- INTERCEPTOR Y N � _� � w �' ..� � -.�_ + � � � o00000 I � STRUCTURE o B o � B C SLOPE AS C o o°o°oo°o°o � o m = � 2c1 � NECESSARY b D D � � � °o°0000°o 0 ---� Q oOOOOO 0 2:1 � #4 BARS � #4 BARS � #4 BARS •. ( 3:1 3:1 � ON 8 '- —�. �-- � - c� CENTERS � ON 8" OCENTERS � � `O 00 w CENTERS _� - I � o CMP 10 � - 00 d. o z SEE NOTE 2 VARIES --112"I-�- � -� 2�� 8"� � � m � 2"� - 8"� I-�- � , i = c � 2� � TYPE " B" INLET BOX 5'-0" TYP. 1' 6'-0" TYP. OR MATCH COH DWG. NO. 02632-02 WITH OFFSITE SWALE GRATE TOP, VULCAN FOUNDRY COMPANY, FLAN PLAN PLAN, PLAN. SLOPE. PLAN v-48so-1 oR APPROVED EQUAL, APPROX. 489 SO.IN. � o _ � OPENING. SEE NOTE 11 CL BACKSLOPE SWALE 12'-0° TYP. 10'-0" TYP. 6" � 6'-�-I 10'-0" TYP. MATCH TOP OF 5'-0" o CONCRETE WITH 12'-0" TYP. o MATCH TOP OF 3'-0" 4'-0" 3'-0" � � 4 —0" 0 6" (o: NATURAL GROUND 5'-0" 6, � ONCRETE WITH � O l " � I` NATURAL GROUND FABRICATED 6 � MATCH TOP OF 2„ 12 2„ 2'� 5 1' MAX. -- 2' W l ELBOW 2"�- CONCRETE .WITH �_ � � f SLOPE A ,.•" - NATURAL GROUND = SLOPE : � - o � �j °- � a �j � ', ARI o o wa 'ol a VARIES I � O I SEE NOTE 3 . �� � \ � � '� : � N • � a iv � a ( I .. BACKSLOPE iv � •"' .' � DFFSITE DITCH iv ` ... INTERCEPTOR g" ' ; .• •:;:..� \ � FLOWLINE ,8 _ � ... � • .. `� 5„ � a .,, � � g" ,..: s.,. . g".. "' 8,.' . � CO V ES I _ �.. _ �: . ,. -. A SHOWN. SEE � •:.. o ' �' � - - � .:..- . � 7 •� o .. T - .� • ..._ ..�:.. r. �,.,�., � 2, 6, �.. • ...,. SLOPE 6" BAND COUPLER PLANS FOR ..� '_ 5" � iv � :< �.'.. 8--I F-- :,�.: _ � �I o n: ':mot''... ':.<�... I t I - � DESIGNATED � � 20' (MIN.) SEE CMP BAND STRUCTURE. .. •• . "� �- .. '• ":� .-, 5„ :a � O �T • ,. , SEE COUPLER DETAIL .. , ,. NOTE 9 CMP .... .. SEE NOTE 3 8 .._ SEE NOTE 3 :::�.. � g"�I I_ ...., I` •. , .. .. � SEE NOTE 2 , - GROUT WALLS AND FLOOR L.L SECTION � 6 SHALL BE 6 INCH t SECTION SECTION B C ��� REINFORCED STRUCTURAL � I, SEE NOTE 3 SECTION SEE NOTE 3 D SECTION CONCRETE OR WALLS �_ : _ E MAY BE 8 INCH CONCRETE � TYPICAL INTERCEPTOR OUTFACE BRICK conlsrRucTioN F- < TYPICAL OFFSITE DITCH TYPLCAL BACKSLOPE - COMBINATION. BACKSLOPE AND URBAN BACKSLOPE � STRUCTURE LAYOUT INTERCEPTOR :STRUCTURE INTERCEPTOR STRUCTURE OFFSITE DITCH INTERCEPTOR.. INTERCEPTOR STRUCTURE o • (42 INCH MAX.) (24 INCH & 30 INCH ONLY) (42 INCH MAX,) (24 INCH ONLY) � 6" MIN. REMOVE EXISTING PIPE 5 ALL AROUND EXIST. PIPE —� GENERAL NOTES: � � I TIMBER BENT FOR OUTFACES 48 INCH DIA. MIN.' INTO SLOP (TYp•) � � 10' MIN. INTO SLOPE �O ti ( AND LARGER SEE NOTE 4 AND 2' MIN. - SEE TYPICAL ^Q �, TIMBER BENT DETAIL I BAND '` NOTE: .: CONCRETE 1. INSTALL OUTFACES 48 .INCHES OR LARGER DIAMETER p COUPLER STRUCTURAL 'CONCRETE WITH COLLAR DETAIL AND. TREATMENT PLANT OUTFAILS OF ANY DIAMETER WITH RIPRAP EROSION PROTECTION, DIMENSIONED AS SHOWN IN "TYPICAL ^p FIBERMESH REINFORCEMENT STORM SEWER OUTFACE STRUCTURE LAYOUT." OR #4 BARS (GRADE:4O) � ". 12'' C.C. EACH WAY. .a � 2. STORM SEWER AND INTERCEPTOR OUTFACE PIPES WITHIN THE HCFCD 0 SECTION CMP A RIGHT-OF-WAY SHALL BE CORRUGATED METAL PIPE CMP) IN ACCORDANCE W I WRAP JOINT WITH SEE NOTE 2 WITH SPECIFICATION SECTION N0. 02642-CORRUGATE M AL -PIPE. � SEE ' ..., c 3 p�2 � :'.;: , :.., ,,..':r .:;, ': • ; � ..:' ._..: :: 30# X 12 INCH " _ z SEE 3. ' PROVIDE AND PLACE CEMENT STABILIZED SAND IN ACCORDANCE WITH � 1 & 6 (np•) � -. ' ., ASPHALT FELT 12 12 - � - NOTE 9 • `�� '�` EXISTING SPECIFICATION SECTION N0. 02321-CEMENT STABILIZED SAND. W �C � � • '' " � _ 4. ACCORDANCE WITH CIFICATION SECTION N MIN MIN PIPE TIMBER BENTS SHALL BE IN SPE 0. � D CMP NEW �� � - SEE NOTE 3 02464-TIMBER BENTS. SEE NOTE 2 PIPE �' " A 5. EXCAVATION, .FILL AND BACKFILL FOR. INTERCEPTOR STRUCTURES SHALL BE O 120 � SEE NOTE 3 I � SLOPE 6" f IN ACCORDANCE WITH SPECIFICATION SECTION NO. 02316-STRUCTURAL ',Z, 20' (MIN.) FABRICATED ELBOW EXCAVATING AND BACKFILLING. CHANNEL EXISTING PIPE 6. RIPRAP SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION ,• _ CT I .. SECTION � PIPE ADJ UJ I M E NT D ETA) L N0. 02378-RIPRAP AND GRANULAR FILL. � BOTTOM o �• 7. CONCRETE SHALL BE STRUCTURAL CONCRETE IN ACCORDANCE WITH 30 �. 6"� --�� EXISTING W /� n /� u I p MIN 1 /2" PIPE � 4 —INCH TO 4�—( N C I I DIAMETER SPECIFICATION .SECTION N0. 03310-CONCRETE. W E o z MAX 8. INTERCEPTOR STRUCTURES: � r/� a. ADJUST LENGTH AND WIDTH IN FIELD AS NECESSARY. j MANHOLE ELEVATION REMOVE EXISTING PIPE b. 2-FEET DEEP X 8-INCH WIDE TOE ALL AROUND. THE STRUCTURE. CMP BAND 10' `MIN. INTO SLOPE a STEEL REINFORCING- 4 BARS GRADE 40 AT 12 INCHES ON �"' r/� FLAN � SEE TYPICAL CENTER EACH WAY. # ( ) W C 0 U P LE R D ETA) L TYPICAL -CONCRETE CONCRETE d. ANY INTERCEPTOR Ol1TFALL PIPE IARG[ER THAN MAXIMUM SIZE o COLLA' q FABRICATED COLLAR DETAIL � t� R 'DETAIL TIMBER BENT FOR OUTFACES ELBOW INDICATED REQUIRES A SEPARATE DETAIL ,..i 48 INCH DIA. AND LARGER. g, SET FLOWUNE OF OUTFACE PIPES 1 FOOT ABOVE CHANNEL FLOWLINE OR �A SEE TIMBER BENT DETAIL. 1 FOOT ABOVE NORMAL. -WATER SURFACE ELEVATION. TOP OF" TIMBER BENT A � THROUGH CONCRETE CHANNEL LINING. L DETAILS I--- 3' MIN. , ..:::: �:. �. • , I XPOSED ABOVE SLOPE - CMP ,• ,.a. 10. SEE CONCRETE CHANNEL LINING, DETAIL SHEET FOR CMP OUTFAL MAINTENANCE � 11. CONCRETE PAD AROUND TYPE B" INLETi PAID FOR AS CONCRETE BERM GALVANIZED. SEE NOTE 2 ...:. . . 3" X 8" TIMBER SEE ' •"� ��; BOLT '' '� MANHOLE 6, 4 PER BENT NOTE 9 _•.,-„ ,.••, ti •.` `_`�.:...` PIPETING` I RCEPTOR STRUCTURE PER E SC ULE. �� ��6 "' NTE UNIT PRIC HED TIM ER BENT FOR OUTFACES � MAX. B .... . 1' MIN. � , .: ::..:....... .:.. �... EE TE 3 �k , .:....:...... . . S NO 48 INCH DIA. AND LARGER. __ . e . , .::.. ... A }L �*t°hr SEE- TIMBER BENT DETAIL CMP SLOPE 6 •�� � SEE i 20' (MIN.) ,.. NOTE 2 � FABRICATED ELBOW SEE IF CONCRETE EXISTING I I CMP THIS DETAIL SHEET HAS BEEN PREPARED FOR USE ON HCFCD PROJECTS NOTE 9 NIOTE 1OEE � 1 A ( PIPE - � DIA. OR PROJECTS TO BE MAINTAINED BY THE HCFCD WHEN COMPLETED BY SEE �� � : VARIES- PIPE ADJ U S.TM ENT DETAIL OTHERS. THE ENGINEER SHOULD CAREFULLY REVIEW THESE .DETAILS TO � NOTE 9 :•. ,•, i �� ';.; �� ^' ' ^ /� DETERMINE THEIR APPLICABILITY TO A' PARTICULAR PROJECL IF REVISIONS _ � ,;' � � �;,_ ,"� :�. •`; ' :� — NCH AND I�f-1R V ER DIAMETER REVISIONEB OCK� INH CGORDANCE WILTH RULEE§131�.152(e)N OF �HE� TEXAS E ` � �� � ,: :; .• ATE BOARD OF REGISTRATION FOR PROFESSIONAL. ENGINEERS. AN_ ..�.. 48 ENGINEER WHO INCORPORATES THE DETAILS ON THIS SHEET INTO HIS WORK 6" MIN. IF LESS THAN � MUST SEAL THIS SHEET AND BECOME RESPONSIBLE FOR ITS USE IN THE .Harris SLOPE 6° , 6D OR TOP OF 20' (MIN.) � 48 `DIA' END PRODUCT IN. ACCORDANCE WITH- RULE § 131.166(m). FIOOd Cont 18 INCH PIPE ELEVATION ON SEE NOTE 3 1' .MIN. IF GREATER THAN SEE• NOTE 3 _ / '' 8 INCH DIA. PILE GALVANIZED N THICK OPPOSITE BANK, A / � BOLT {. - ••� OR EQUAL TO RIPRAP WHICHEVER IS SMALLER. 8 INCH DIA.. PILE 48" DIA. "`v 9900 North �E OF TFH ( SEE NOTE 4 = �P..�'"...........; I,y Houston, 'I SECTION SECTION :ELEVATION .*�: �`.* ... CEMENT STABILIZED -SAND '•� .._ DATE: Septer TO SPRINGLINE. SEE �.�. MARVIN L. ZAHRADNIK W R OUTF LL TIMBER BENT.. DETAIL NOTE 3. ;: :.:..,:.:..: � . ;. scALE: NT _ Z m ; 40016 ; � TYPICAL STORM S E E A _ -�: .::... ;- � - o�o~:� ��'r`�-= STRUCTURE LAYOUT ' FOR 48—INCH AND LARGER. OUTFACES A sECTION � �,.,S,oNA� Ear sHEEr P.E. SEAL AND SIGNATURE � - �,$ - Z,002 1 � 0 !� >_ J � > O W J _, U Q Z � � W, � � � Q I-- U Q �. � � � o C � O il � � Q 0 0 �ourity 'ol District est Freeway �xas77O92 Aber, 2001 (UMBER - 15