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10-5201 FAIRMONT PARKWAY SHARED USE PATH
��I ;as. .,� SPENCER _ _ r _ ,y KEY TO ACTA-SURVEY - - � I � �._ 19 � SURVE � � SPENCER MS 1, LLc p� � — I ��, Y DRAWING a crTr I &SPENCER MS 2, LLC I I � " A ��Z ( I �I;, � � �F LA PORTS CCF// X554205, � I ~ cn GCF E375798, TITLE DESCRIPTION O.P.R.KC. T. ZONING INFORMATION 5�f BUILDING HEIGHT O.P.R.H.GT. � I I � p , �F x LA PORTS PROPERTIES 'i � A 16�� VICINITY MAP I y REMAINDER OF I ~- I 2 V p I I PARTNERSHIP T o m �1 2I I TITLE INFORMATION (�9 LEGEND ANMADALI VIRANI LLOYD DOUD w I 4' A oNo C ( SHELL FEDERAL CREDIT UNION I COFP R.H.C?T0,8' (y m Cp IL�NS w�"ON.SAp I y M&M ADDI nON CCF,¢ Y972190, CCF J656250, VACANT LA PORTS II I � �� VICINITY MAP - I CCF�T Y415450, A4 I PROPERTY, LLC I '~ � � CCF Y5017t I, y c t` _ Cq O.P.R.H.C.T O.P.R.H.C. T: D.P.R.H.C. T.._L_ D CCF 20070609241, I n O.P.R.H.C. T. PAUL b79JNEDY 3I� SCHEDULE'B'fTEMS I oc O.P.R.K4T. � � CCF 54645 ... _ _.. ' MICNAE2 M � 0, ( BASIS OF BEARING � �I SCALE � AND RINE ~ I o q r Z � 0 15, W p MERLANDER � '� i P.F.H.GT. ASADpyq F7YY - ( I vaa � I - I _ _ _ _ _ /Z" IRS ,t f �F/xss4za' m I I IGRANVILL£ELDER =�m.I 1 5/e'IRF a_+N 8631'it" E 586.6T 4 �ISURVEYORCERTIFICATION � � SURVEYOR'S NOTES pI� QP.R,H.GT. rn I ( I CG'p ✓66214Q I CITY OF LA PORTS oEfR PARK 81 CLIENT INFORMATION BOX QP.R.KC.T. y�r`' � � � \ \ i __ - y 1�60' PUBUC RIGHT-OF-wAY I BRUCE METSMER \ TRACT 1 TJ FLOOD INFORMATION � I VOL 288s, PG. 75, AND DENNIS MCCLUNG N' I � I CCF# E35119D, ,l`yr PARKING INFORMATION r � I � — — — � — — ( I _ '' rl+ I �' "1� � 9�' SURVEY DRAWING D.R.H.GT. —11-- L \\ / p a CCF,¢ Wg80075, B CEMETERY � I I — — O.P.R.H.GT. !� "� � ro (I � 3' LAND AREA I � N �• 60' PUBUC ROAD AND UTIU7Y RIGHT-OF-WAY N g6 56 20' E 2,260.61' - � �� � GRAss I r QI � SURVEY DESCRIPTION I HUMBLE PIPE LINE t/2' IRs Y � CCF F395945, D.R.KC T. � � f � ,fit° � .P.R.H.C.T. POSSIBLE ENCROACHMENTS I COMPANY 1-i' �—�---�- � k_ k-`•'-'^k --k a_ k"r�""'>""-""�'k°�"��-�� -- " k k" k �—f�? „-- �� �—� k�� I �` 58'IRF BEgR3 (I - �Qi BUILDING AREA � IVOL 5380, PG 544.Y — _ 73a �; — — -- =� — — — -- — — — — — ' '— — — — — '— -- — — — — — — � — } — ! / \\ \' �x ' I � o S<'aCER HWY l\ mN a2-n w, a.e' I -` � SITE � j D.R.H.C.T. pp; t/2'IRFBE'ARs 10' UnLITY '': ' °i -'c JOHNNY STEELAND Z N 31-39 W, 0.7' 70' URLITY EASEMENT SEG4Eh'T \\\ \•r• ' ra7r ' FaRMavr pKWY � TRACT 3 INt I AN S,(EELANDNNIEW N ''29.gS HgLT � n TRACT 3 m g � `�:J CCr'� E633037 CCFIr E639037 \ - I CCF H312075, W O PAIEMENT D.R.H.C.T. . � D.R.K.0 L a' l ' V l � �� � � I �� � / /Ft (NOT TO SCALE) ZOI� SURVEY DESCRIPTION (coNTROLUNG N 8652'09" E �` a,r �� MONUMENT 20' PIPELINE EASEMENT � / FAlRMONT PARK EAST, ) 389.58' fi.r -- SECnON EIGHT, s/a" IRp - .- �- v"'-- � VOL 2329, PG \\ � / \ , / AS SURVEYED GCF# u919ssB, �' F>a1� PDST eFARs `� I 7/�\ N3�uw,i.2' A 234.71 ACRE TRACT OF LAND OUT OF THE RTCHARD PEARSALL SURVEY, ABSTRACT NO. 625, HARRIS COUNTY, O'P'R.KC. T. ;, D.R.H.C. T. / r r TEXAS, AND BEING PART OF THAT CERTAIN CALLED 485.51426 ACRE TRACT OF LAND DESCRIBED IN A DEED TO PpG i% \Rs /, / - 70' VriTER -EASEMENT INDUSTRIES, INC., AS RECORDID IN COUNTY CLERK'S FlLE NO. G484569, OFFlpAI PUBUC RECORDS HARRIS COUNTY, � 7 - CCF�r M}83803 & 1.,'387153 TEXAS, SAID 234.71 ACRE TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS; - � � �� / D.R. H.C.T. COMMENCING AT A 5/B INCH IRON ROD FOUND AT THE INTERSEC710N OF THE NORTHERLY UNE OF FAIRMONT I __ � � � -_ - CONTROLLING.MONUMENTS; --- PARKWAY (250 FOOT RIGHT-OF-WAY) AND THE 74ES1ERLY UNE OF BAY AREA BOULEVARD (Y50 FOOT RIGHT OF WAY � I �� � �T / � ,yO^ / � I V -'-� AT THIS POINT), BEING THE SOUTHEAST CORNER OF THAT CERTAIN CALLED 4.457 ACRE TRACT OF LAND DESCRIBED - 5/B" IRON RODS FOUND AT THE WEST -MOST SW IN A DEED TO BAYPORT INVESTORS, AS RECORDED 7N COUNTY CLERKS FlLE N0. C816532, OF77ClAL PUBUC RECORD$ fNL7% CORNER AND WEST -MOST NW CORNER OF THE HARRIS COUNTY, lIXA$ AND ALSO THE SOUTHWEST CORNER OF THAT CERTAIN CALLED 1.738 ACRE TRACT OF LAND �� yY\ / SUBJECT TRACT CCF DESCRIBED IN A DEED TO THE CITY OF LA POR1E AS RECORDED IN COUNTY CLERK'S FlLE NO. H688532, OFFICIAL I ( // G484569, D.R.KO.T.). PUBUC RECORDS, HARRIS CWNTY, TEXAS,• I; �/ O� \\ THENCE N O1 V530 W, WITH THE WESTERLY UNE OF BAY AREA BOULEVARD, A DISTANCE OF 504.66 FEET TO A 5/8 I - � / ,4 1� _ fNGf IRON ROD FOUND IN THE SOUTHERLY UNE OF SAID 485.51426 ACRE PPG INDUSTRIES TRACT FOR THE PGNT OF 1/2'IRS OF 3A/D 1.738 ACRE GTY OF LA PORTS TT 2AC�: NOSALSO BEING THE SOUTHW EST CORNER OFE H°AT �TAI NCANLLED — — -- - 75 unurY ' NIT I%^ QT 9.89E ACRE TRACT OF LAND DESCRIBED AS TRACT 2 /N A DEED TO 7Hf GTY OF GA PORTS A5 RECORDED IN I WDODED EASEMET �T, �.' � GI � J� \\ COUNTY CLERKS FlLE NO. E351190, OFflGAL PUBUC RECORDS, HARRIS COUNTY, TEXAS, AND THE SOUTH -MOST � - ( } REMAINDER OF CORNER OF THAT CERTAIN CALLED 1.629 ACRE TRACT OF LAND DESCR18E0 AS PARCEL "B' TN A GEED TO THE CITY - X62668E�` �r'� � 1 Qv� V FPG INDUSTRIES, lNQ. OF LA FORTE, AS RECORDED IN COUNTY CLERK'S FILE NO. X626685, OF77pAL PUBUC RECORDS HARRIS COUNTY, I - D.R.H.C.T /( �Q Q�'` � \\ CCf�' G48456g� � � . JEXAS,' � ss! Q Gj �Lv \\ L1P.R.KC.T: THENCE S H6'S6'40' W, GENERALLY ALONC A FENCE {NTH THE SOUTHERLY UNE OF SAID 485.51426 ACRE PPG � /� o0O 00�0 INDUSTRIES TRACT, q DISTANCE OF 2, 723.53 FEET TO A POINT IN THE EASTERLY UNE OF THAT CERTAIN CALLED I \ � 6.0689 ACRE TRACT OF LAND DESCRIBID IN A DEED TO BAYSHORE PIPE AND EQUIPMENT, INC., AS RECORDED IN LINE TABLE COUNTY CLERK'S FlLE N0. U725265, OFFlGAL PUBUC RECORDS HARRIS COUNTY, TIXAS, AND BEING THE NORTHWEST I lair /Y Q� �� f R. MORMAN AND JACK R. MORMgN 4A5 RECORDEDI NTCOUNTY CIFRKS 1FlLE ND.AT815824,O000NTYMCLERKS FlLE N0. � � QT �� / \\ L/NE 7815824, OF77CIAL PUBUC RECORDS HARRIS COUNTY, TEXAS AND FROM WHICH A 5/8 INGi IRON ROD FOUND \\ � # BEARING DISTANCE - BEARS S 86 48' E, 0.7 FEET; I � r � �, _ l ,Q��� \ \ . L t N 86 52'42" E 59.98' EQUIPMENT TRACT;"A O STgLGjCEIDt� 3gp ��NFG'LRAT Tip q pWoiNi AT R{E NORTHEAST CORNER OF�SAID BA}SHOREDP/PE � f� ANO EQUIPMENT TRACT AND FROM WHICH A 5/8 INCH IRON R00 FOUND BEARS S 1049' W, 0.9-F7]:T; �, - F - �' QP � L2 N 023T58" W 156.86' ( O � I THENCE S 86'S6'40' W,GENERALLY ALONG A FENCE WITH THE NORTHERLY UNE OF SAID BA}gIORE PIPE AND � ',� I7 EQUIPMENT TRACT, A DISTANCE OF 390.77 FEET TO A 5/8 (NCH IRON ROD FOUND AT THE NORTHWEST CORNER OF FAIRMONT PARK EAST, ( I -- SAID BAYSHORE PIPE AND EQUIPMENT TRACT, ANO BEING IN THE EASTERLY UNE OF ]HAT CERTAIN CALLED 200 CCF# U434406, SS ( CURVE TABLE FOOT WIDE STRIP OF LAND DESCRIBID IN A DEED 70 HUMBLE P/PE LINE COMPANY, AS RECORDED !N VOLUME 5310, O.P.R.KC. T. j, � PAGE 582, DEED RECORDS, HARRIS COUNTY, TEXAS I _ yA CUR VE I s � a n # LENGTH RADIUS DELTA 7NENCE N 0371'l4' W, GENERALLY ALONG A FENCE {NTH TIIE EASTERLY UNE OF SAND 200 WIDE SiRip, A Cf5 ANCE _ ( _ I - CHORD BEARING OF 2,834.i9 FEET TO A 5/8 INCH IRON ROD FOUND /N THE SOUTHERLY UNE OF THAT CERTAIN CALLED S52 ACRE LS CHORD DISTANCE TRACT OF LAND DESCRIBED IN A DEED TO HUMBLE PIPE UNE COMPANY, AS RECORDED IN VOLUME 5380, PAGE 545, Y m Cl DEED RECORDS, HARRIS COUNTY, TIXA$ AND BEING THE NORTHEAST CORNER OF SAID 200 FOOT WIDE STRIP; I - - I � � n y 694.65' 1,305.00' 30 2g'S5" -� I "-' S 12'12'07" {N THENCE N 8632'09" E GENERALLY ALONG A FENCE, A DISTANCE OF 389.58 FEET TO A PGNT AT ME SOUrr£.4ST I :y � � �. } I A � W � I ^4 ' E86. �8s CORN 7 ER OF THAT CERTAI NC ALLED 234 � 7 AC _ RE .. TRACT c . DESC �: B .. _ _ 9_D IN- ' - 1,294.99 1,567.18' 4T2 ONN/E 51E�.ANC, „S R�'CG><DtU IN COUNTY CLERKS FlLE NO H372075,�OFFlC AL PUBUC RECORDS HARRLS_COUN7Y -.. � O r O'4O" S OJ'"46'44" �j/ _.. x_4;-�n--.—._ _.--- - TEXAS, AND FROM WNCIH AN 8 (NCH._FENCE_CORNER-POST-BEARS M 3TA3'��W,�-{;2 FEER -- ---'--'�-"— - - _ o � cN I y � o A 498.0T 1, 488.80' 1970'05• THENCE N 02504! W 7NTH THE EASTERLY UNE OF SAID STEETAND TRACT, A D/STANCE OF 32390 FEET TO A 1 2 O � � -A I S 1078'38" E 495.75' INCH IRON ROD WITH A YELLOW PLASTIC CAP MARKED 'iST AMER 4053785800' SET AT THE SOUTHWEST CORNER OF � � THAT CERTAIN CALLED 60 FOOT WIDE STRIP OF LAND DESCRIBED TN A DEED TO HARRIS COUNTY FOR ROAD W � " PPG INDUSTRIES, INC. 55 � � A PURPOSES, qS RECORDED /N VOLUME 2889, PAGE 75, DEED RECORDS, HARRIS COUNTY, TEXAS; - � I = � r � y � - CCF# G484569, THENCE N 8652'42' E, A DISTANCE OF 59.98 FTET' TO A POINT AT THE SOUTHEAST CORNER OF SAID 60 FOOT WIDE I � a Z � 0•P. R.H.C. T, STAI ' STRIP, BEING THE SOUTHWEST CORNER OF MAT CERTAIN CALLED 1.8821 ACRE 60 FOOT N1DE STRIP GF LAND y � m I '1 ` i � y DESCRIBED IN A DEED 70 THE PUBUC FOR RDAD AND UTILITY PURPOSES, AS RECORDED IN COUNTY CLERK'S FlLE N o tV � - NO. F395945, DEED RECORDS, HARRIS COUNTY TEXAS N a � - - AND FROM WHICH A 1/2 INCH IRON ROD FOUND BEARS N � � 234.71 ACRES i5 3t 39 w, 0.7 FEET; — — > � 10,224,022 SQUARE FEET , 9 I I LEGEND THENCE N 86'S622' � GENERALLY ALONG A FENCE AND PARTLY WITH THE SOUTHERLY UNE OF SAID 1.8821 ACRE � � �� �, �, III 60 FOOT WJDE STRIP, A DISTANCE OF 2,260.61 FEET TO A POINT AT THE SOUTHEAST CORNER OF THAT CERTAIN ( N '�'-" 70' W%i TER EA r TRACT OF LAND DESCRIBED IN A DEED TO BRUCE MEISMER AND DENNIS MCCLUNG, AS RECORDED IN COUNTY CLERKS SEMENT FlLE N0. W980075, OFFICIAL PUBUC RECORDS, HARRIS COUNTY, TEXAS, AND FROM WHICH A 7/2 INCH IRON ROD � � �p � - CCFp� MIH3803 & M387753 IRS= 1/2 INCH IRON ROD SET WITH FOUND BEARS N 8271' W, 0.8 FEET; jII I�'i\ , ' � D.R.H.O. L A YELLOW PLASTIC CAP MARKED THENCE N 02 Ji58' W, GENERALLY ALONG A FENCE WITH THE EASTERLY UNE OF SAID MEISMER AND MCCLUNG 1 NO BUILD/NGS i/2' IRS , � m�7 � 1ST AMER 405378580D" TRACT; A DISTANCE OF 756.86 FTET TO A 5/8 INCH IRON ROD FOUND /N THE SOUTHERLY UNE OF THAT CERTAIN I \\ IRF= 1/2 INCH IRON ROD FOUND CALLED $069 ACRE TRACT OF LAND DESCRIBED M A DEED 7TJ SHELL FEDERAL CRIDIT UNION, AS RECORDED IN FAIRMONT PARK EAST, � � rn \ !S� =LIGHT STANDARD COUNTY CLERK'S FILE NO. Y507717, OF}7pAL PUBUC RECORDS, HARRIS COUNTY, TEXAS,• SECnON SEX, � CCFj� T569294, 75' URUTY �\\ n Q] F"4 =FIRE HYDRANT THENCE N 8631'11" � GENERALLY ALONG q FENCE AND PARTLY {WIN THE SOUTHERLY UNE OF SAID SHELL pED�gL O.P.R.H.C. T. EASEMEN O PP¢ =POWER .POLE CRID1T UNION TRACT, A DISTANCE OF 586.67 FEET TO q 1/2 INCH IRON ROD WITH A YELLOW PLASTIC CAP MARKED I ;p "1ST AMER 4053785800' SET IN THE WESTERLY UNE OF BAY AREA BOULEVARD (200 FOOT RIGHT OF -WAY AT THIS � Gh1 CGS!` Ls ' C �T ® =SIGN POINT) AT ME BEGINNING OF A CURVE TQ {}IE RIGHT, HAVING A RADIUS OF 7,305.00 FEET, q CENTRAL ANGLE OF I XE26686n INLT 3079'S5; AND A CHORD BEARtNC AMD DISTANCE OF S i272'07" W, 686.48 FEET; SAID IRON. ROD ALSO BEING IN D.R.H.C. T. \•� j, C \ _ � =GRATE INLET THE SOUTHERLY UNE OF THAT CERTAIN TRACT OF LAND -0ESCRIBID IN A DEED TO LA PORTS PROPERTIES 4 � � ` �® =SAN. SEW. MH TEX SEANO BEI CRTEHCE MORTHW£S CORNER OF THE AFOREMENDONIDp9898 ACRE pTY OF LA FORTE TRACT AND \ OO =STORM SEW. MH THE NORTH -MOST CORNER OF THE AFOREMENTIONED 7.629 ACRE pTY OF LA PORE TRgCP \ � _PROPERTY LINE THENCE IN A SOUTHERLY D/RECBON GENERALLY ALONG A FZNNCE VW1H THE WESTERLY UNE OF SAID BAY AREA � -�� .._ "-"""""'^ BOULEVARD AND SAID 1.629 ACRE CITY OF LA PORTS {RACY ALONG SAID CURVE TO THE RIGHT, AN ARC LENGTH I � \� �` \ OVERHEAD UTILITY LINE DISTANCE OF 694.65 FTFT TO A i/2 INCH IRON ROD W17N A YELLOW PLASTIC CAP MARKED "1ST AMER 40537BSB00' W nHl' SET AT INS END OF SAID CURVE; � 'I � CNAtN LINK FENCE WLY10tD � � � �—c--_.__ THENCE S 27�7'04' W, CONTINUING GENERALLY ALONG A FETTLE {NTH SAID WESTERLY UNE OF BAY AREA - \� WOOD FENCE �, m BOULEVARD AND SAID /.629 ACRE pTY OF (A PORTS TRACT, A DISTANCE OF 397.88 FEET 7b q t/2 INCH IRON ROD � I \ W1RE �NCE HAVNG �ADIUS OF 1,567C8 FEET, A { �7ARq�gtJ�37� 4720 � A AND ABCHORD BEARING ANDD DI�ANCE OF S 03'46'44' W, 1,258.46 FEET; '' - \ o I -�_. =ASPHALT --THENCE IN A SOUTHERLY D/RECDON CONBNU/NG GENERALLY ALONG A FENCE WITH SAID WESTERLY UNE OF BAY I � �� � � �\ AREA 80ULEVARO AND SAID 1.629 ACRE pTY OF Lq PL14TE TRACT ALONC SAID CURVE 10 INS LEFT, AN ARC \` W LENGTH DISTANCE OF 7,294.99 FEET TO A 7/2 INCH IRON R00 WlIH p yEU-OW. pLAS11C CAP MARKED "}ST AMER ( '� � \ '\� 1 4053785800' SET AT THE END OF SAID CURVE• 1 �� SCALE - WOODED - \ III iii THENCE S 19533T E, CONTINUING GENERALLY ALONG A FENCE WITH SAID WESTERLY UNE OF BAY AREA BOULEygRp. ' �� \ - AND SAID 1.629 ACRE pTY OF LA PORJE TRACT, A DISTANCE OF f006.88 FEET TD A t/2 INCH IRON ROD WiTN q - I \ ' 1 A R DIUS OF� 488.80 AFEET, A 10ENTRA�q�� � �7 05'A AND A CpORDNBEARING AUND DISTANCE ROF S 107838' E, 49$75 FEET,• � } rT p \r - ( 5' PIPc'UNE EASEIJEt1T � � O 700 200 300 400 THENCE IN A SOUMERCY DIRECDON CONTINUING GENERALLY ALONG A FENCE WITH SAID {f'ES7ERLY UNE OF BAY 1 � CCF' J737907 7/2' IRs \� . \ SCALEt 1'= 200' LENGTH D�STANCE OF 498.071FE2ET TORTEtiEG PO}� OF BEGINN/NGACANOLCONTASINlNG i0,224,022 SQUAREAF7:ET OR I �1, � Ls D.R.H.C. T. 234.71 ACRES OF LAND, MORE OR LESS '- - � - - ' I'I ;s :: i . rr " • • � _� •� :�: e•�e� .., .. ,. s/a' IRF BEARs .. `` 5/a' IRE � 5' P}PEUNE EASEME7JT , � n ' "� S 86 56'40" W CL;-g J737901 �" 150� DP/?JF.GE EASEMENT (CONTROLLING D.R.H.C.T. �li � ('-.F'7 X62EG2?7 I MONUMENT} 390.11' \ sssssskkkkkk D.R.N.QT. ZI li FAIRMON'i PARK EAST, , I � i. ; I SECnE:k FIVE, W � � i � I--________________________=____=__—__=____— _ �= CCF :G`iXXXX, ( O � � _ _ '— YNRLi � '— _= .' T - , o.P.tt.Fr.c.T. ( POINT OF Gq,FII �� _ - � _ �.�i BAYSHORE PIPE & � BEGINNING � � i EQUIPMENT 5/a' IRF eEgRs I ; I CCOF�L U725265. at sea-4a E D.r i ..—,—a..._ _ a ___ i, ..---- x `': >._ _—------- —1 � r _ ALTA/ACSMLand Title Survey 1$ �� CLIENT INFORMAT►ON gOX This Work Coordinated By: st �'� FirstAmerlcan >� ,�� Pr°fessionalLandServices 1700 S. Broadway, Building E Moore, Oklahoma 73160 (405) 378-5800 www,FirstAmPLS.corn Drawn By: ���"""""'°" AW ! Date: Surveyor Revision: Ref.No:09-02-0275 Date: Approved By: ' Revision: DRH ------ i Date: Field Date: 03-03-09 Revision: SGaI-- _' Date: 1"=200' Revision xn:r,.xeuxa�,�y-smrsaam��ra Prepared For: ,� - �- � � ` �. �. • � � O • '� ' - • � . � " •" -.-.. _ , " • -• � �� ._ _ � .__. ,._ i� KEY TO ALTA-SURVEY 1 I I TIRE DESCRIPTION 8 (I ZONING INFORMATION 5II BUILDING HEIGHT i Z II TITLE INFORMATION 9II LEGEND 4I "I VICINITYMAP S II SCHEOULE'B' ITEM 1 d' BASIS OF BEARING 10� I SCALE 4 II SURVEYOR CERTIFICATION 11II SURVEYOR'S NOTES 8IICU:-NTINFORMATIONBOx ElFLOOD INFORMATION K1PARKING INFORMATION g1 I SURVEY DRAWING ) 6 I I CEMETERY 13, i LAND AREA of i SURVEY DESCRIPTION 7i I POSSIBLE ENCROACHMENTS 1411I BUILDING AREA 3 1 1 SCHEDULE rBr ITEMS ZTES CORRESPONDING TO SCHEDULE "B't��"� Su 13, ect to any - th easements, building 5=t Lack line, 7ys ,etc.,thatasurvey anrl/a: ph{�sical Inspection may disclose. b - Subject to any portion of tlw property described hthin tie limits or bamdaries o; any Public or private road and/or highway, including but nut limited o that Contain i.e tying vr•,tnin Fairmront Parkway dodf2lsd or roadway PurPI by an unrecorded Instrument as disclosed in instrument moorded under Hands County Clerk's File Number(s) 8790B56. (DOES NOT AFFECT SUBJECT PROPERTY) C^ -- Easement ,or pipeline purposes granted to Shell Pipeline Corporation by Instrument rCorde-J in Volume i 2r k' Page 789 Of the need Records Of Harris Coun ty, Texas and erwnded by instrument recorded under Harris County Clerk's Fria Numbers) 6T5684T. (ODES NOT AFFECT SUBJECT PROPERTY} h:A Easement for pipeline purposes granted o Shell Pipeline Corporation by instrument r>•cords�d in volume 1272, Paga 788 of the Deed Records of Harris County, Terns. (DOES NOT AFFECT SUBJECT PROPERTY) Qe - Easement for drainage purposes over themost eastedy Sixty (so) tc-at of the SubI lad, 92nted to Harris County Fed Control District as evidenced by instrument recorded In Volume 2108, Page 382 of the Deed Records of Harris County, Texas. (DOES NOT AFFECT -SUBJECT PROPERTY) i;.•r Easement or pipeline Purposes Fifty (50) feet in width s granted o the. United Stales of Amxice (now had by Terse Eastern Transmission Corporation) s evidenced by Instrument recorded in Volume 1544, Page 470 or the Deed Records of Harris County, Texas. (DOES NOT AFFECT SUBJECT PROPERTY) -- Easement for pipefino Purposes granted to Defense Plan Cap., (nowt had by Texas Eastern Transmission by Instrument recorded in Volume.422, P and In V hire Corporation) Polls E00 of tfw_ Contract Records a Harris Courry, Texas and n Volume 1432, -- Page 557 of the Deed Records of Harris County, Texas and am imled by instrument receded under Harris County Clerk's File Numbers) B755848. (DOES NOT AFFECT SUBJECT PROPERTY) . --Easement for pips iine purposes ornnted to Guff Refining Company and Guff Oi Volume 2323, Page 114, of the Deed Records of Harris county, Texas and aaredded by In,,shv Instrument ment recorded min Harris County Clerk's File Numbers) B756846. (DOES NOT AFFECT SUBJECT PROPERTY) (Dj -Easement far pipeline purposes twenty (20) feet in width as granted to Gulf Refining Company and Gulf Oil CUT ration by instrument recorded in Volume 2329, Page 48 of the Dead Records of Harris County, Texas. (AFFECTS SUBJECT PROPERTY -AS SHOWN HEREON) (:.a Easement For pipeline purposes One hundred twenty-five 025) feet in width as grantee o Tennssae Gas Transmission Company by instrument recorded in Volume 3047, Pegs 443 of the Deed Records of Harris County Taxes Easement for pipeline purposes granted o Tennesses Pr ducts Pipeline Company within the easement described In the preceding Paragraph instrument recorded in Volume 3319, Page 100 of the Deed Records of Harris County, Texas, As affected by Instruments recorded under Harris County Gark's File Number(s) N470798, W70799, N965619, POD0837, P000838 POD0839 and POD0840. (DOES NOT AFFECT SUBJECT PROPERTY). , --Easement for pipeline purposes thirty (30) feet in width as cranld to Magnolia Pi under Harris County Clark's File Number (s) B401940. (DOES NOT AFFEECS SUBJECT PROPERTY) ine kas��t recorded 0(--Easement for pipeline Purpo is ton (10) %ef in width as granted to Humble Pipeline Canes instrument under County Clerk's File Numbers D085827 and Y by Harris corrected by instrument recorded under Herds Count' Cleric's File -Number(s) D721622. (DOES NOT AFFECT SUBJECT PROPERTY) @m -Easements for electric distribution facilities granted to Houston Lighting and Power Company as evidenced by Instrument ocorded under Harris County Gerk's File Numbers) 8417301. (DOES NOT AFFECT SUBJECT PROPERTY) . (n - Easements for public utility purposes ten (10) and twenty (20) feet in width granted id tt a City of La Porte, as evidenced b inst rument Y odor Harris cos County n Clerk's Fi le le Num ber(s) m s E639031. nd*() AFFECT S SUBJE CT ECT PRO PERTY SHOWN ,� .HEREON) WN f F-Pipeline easement grantBig Three Industries, Inc. as set forth In instrument reaHants rderd under County Clerk's granted to File Number(s) J731901. (AFFECTS SUBJECT PROPERTY - AS SHOWN HEREON) L' f Pipeline easement granted o Channel Industries Gas as set forth In instrument recorded under Harris County Clerk's Fit Numbers) L431139. (DOES NOT AFFECT SUBJECT PROPERTY) itry 0 T-Pipeline eessment gronfed to Union Carbide Corporation as set forth in insu,,Iundervrn,1 mcorded under Herds County Clerk's `� File Numbsr(s) L532455 and amended under Harris County Clerk's File Numbers) LW8i7 1. Sartw_ having been assigned to Union Carbide Industrial Gasses, Inc„ a Delaware OcTomdon as set fOth In instrument recorded under Hems County Clerk's FPe rks Number(s) MS 72659. (DOES tyOT AFFECT SUBJECT FROPcRY I - Water line easame rut ten t0 fact in ' ( width o t ' ran eo to the City CG f a L� Pons at i try nstrunen filed fa record under Harris Canny T PR File T -SHO03 and EOndci ode; Herds Cwnty Clerk's File No. iJ3S7153, (DOES NOT AFFECT SUBJECT PROPERTY - SHOWN HEREON) $ Aerial easement ranted o Jous Lighting ow . 9 tan Llghung& Power company pa y by s SUBJECT T se; (arts m Instrument recorded under Harris Ceuny Cleri;'s File Number(s) F769782. (DOES NOT AFFECI-SUBJECT PROPERTY) t -Easement for uRdergmund telecommunication fo_oyl[.ties granEd to Sa.�. s±*•rr; Bell e i T -i= Instrument recorded under Her, is Court' Ck_v'r.'s File Number(s) F'B9B ;°J. (DOES NOT ti F �T ggj�t as set forth in PROPERTY) SUBJECT - Pipeline easement granted toSeadrift Pipeline Co-paation as set forth in Instrument filed for record under Harris Ckwrfty Ck_rk's File No. T577515. (DOES NOT AFFECT SUBJECT PROPERTY V Pipeline ea men granted to Lavaca Py:ti r Company as set or Uh in ins umant SCorded under Hsn s County Gssies File No. U503728. (DOES NOT AFFECT SUBJECT PROPERTY) - A son4sry sewer and vratertfne easement granted to the City o£ La Pate ContainL•rJ 1.3403 acres, more or lesat as a9t falih in instrument recorded under Harris Count' Clerk's File Numbers) Xe26666 and being more particularly described by metes and bounds attached thereo. (AFFECTS SUBJECT PROPERTY I. AS SHOWN HEREON) x -A drainage aaaemem grated o the CY.y of La Porte containing 7.7943 acres, man a less, as set forth in instrument. ryCo;ded under Harris Crony Ge:ic's Fie Numbers) XE26587 end being mora paricu:ady described by mates and bounds attached thereto. (DOES NOT AFFECT SUBJECT PROPERTY - SHOWN HEREON) . }r An easement containing 0.136 acre, more alp Issas, granted to Southwes;am Bet, Telsphons, LP. for undergmud electunder and TempelepClef tefygraphI signal and airs' tellsoon"munlcatiOn systems s set fo,•tti in Instrument recorded under Harris County Cie:ic's File numbers) Z234459 and iz..Lng more particularly located by metes and bounds and w sketch attached Bisrato. (DOES NOT AFFECT SUBJECT PROPERTY) the surveying company.' First American Professional Land Services certifies to the accuracy and sufficiency of the survey provided hereon. 5 �� FLOOD INFORMATION 1 �� TITLE DESCRIPTION AS FURNISHED he5.51426 acres, mare or less, the same being ail of the 495.40639 acre tract hereinafter defined, SAVE, LESS and EXCEPT the 9.89213 acre tract THENCE North Oi ° 05' 00" West along the east fine of sold 4.451 acres and the west line of said 1.738 acres some being the existing west hereinafter defined, more paNculady described as follows: That certain right -Of -way rta n 4 htof- 95.40e39 acre hart 5 Land out of the Richard FairmoPearsalnt, Survey, Abstract Morris 625, He County, Texas. said 495.40639 acre tract being acres and the ne of s stBomerea said Lard f arresor a t and in the south line nce of 505AT feet to a 518 said Inch Iran rod with a acresfromCap set or the northeast comer of said 4.451 the residue a that certain Deed Records acre tract conveyed n Fairmont, Ltd. by Joe A. Monts per deed dated July 17, 1970 and recorded in Volume 0.68 feet. Said 5/8 Inch Iron rod with a cap set for comer also being the southwest comer of a plied 9.898 which cre pact (Treict 2) s conveyed b deed particularly8076 on Page 16 of the Dead Records of Hams County and having County Clerk's File Na. D145552, said 495.40639 acre tract of land being more dated December 13, 1974, from Stephen T. Cochran, Stedwell Johnston, Eugene B. Smith and Winston W. MClntosh o the City of La Porte, as BEGINNING described by meta and bounds as west r to -wit - recorded under Harris County Clerk's File Number E351190 of the Deed Records of Hants County, Texas; BEGINNING e a 3/4 inch iron pipe found In the west right an way tine of the G.H.& 03 deg,,, said pipe being celled for as the "BEGINNING POINT" THENCE North Harris 59' 29• East, (plied South Number 56' 19 West) along the north line r said County, acre tract and the south line Cit of said Porte, s for the aforementioned Fairmont Ltd. 499.4306 acre tract and is also located North 03 deg. 27 min. 48 sec. West, 3131.76 feet ad South 86 deg. 56 acre tract, departing the existing west rightaf-way line of said Bay Area Boulevard, or a distance of 150.09 feet (plied 150.00 feet to a Ste Inch iron min. 40 sec. West, 386.22 feet from a Concrete monument found at the occupied southeast comer of the Richard Pearsall Survey, Abstract No. 625; rod with a cep set for the southeast comer of said 9,898 acres and the POINT OF BEGINNING of the herein described parcel of land, Said 5/8 inch THENCE South 86 deg. the min. in sec. West, tract,, feet to a 1/2 Inch Iron rod found for an Interior Amer of sold Fairmont Ltd. 499.4306 acre tract iron rod also befog the northeast Comer of said 1.738 acres and the northwest comer of a Called 1,028 acre tract as conveyed by deed dated June and an Interior comer of the hereto described tract; 18, 1982, from Exxon Pipeline Company to PPG Industries, Inc, as recorded under Harris County Clerk's File Number H525797 of the Deed Records THENCE South 03 deg. 03 min. 32 sec. East, 502,39 feet to a copperweld rod stamped •A-2026" ound In the present north right-of-way line of of Harris County, Texas, same being in the existing east right of -way line of said Bay Area Boulevard (vddth varies); Fairmont Parkway for the most southerly southeast comer of the herein descdbd tract; THENCE along the existing east rightrof-way line of said Bay Area Boulevard with a Curve to the left having a radius of 1155.52 feet, (gild 1158.61 THENCE South 86 deg. 52 min. 43 sec. West, with the present north dghtof-way line of Fairmont Parkway, based on a width of250 feet 1501.04 feet) a central angle of 180 56' 21", an arc length of 381.96 feet, (called 381.94 feet) and a chorrl bsdng and distance of North 10° 26' 45• West - feet to a coppeweid rod stamped 'A-104" found for the most southerly southwest Comer of the herein described tract; THENCE North 03 deg. 16 min. 45 sec. West 504,12 feet to a Co erweld rod stam 380.22 feet to a 1/2 Inch iron rod ound for the point of tangency; tract PP Cued."A-103"ound or an interior comer herein described THENCE North 19° 54' 10• West (piled South 19° 54' 24" East) continuing along the existing east rightofway line of said Bay Area Boulevard fora THENCE di E South 86 d stance of 56 m 1163.16 continuing deg. in. 40 sec. West, generally along a fence, 3293.23 feet to a 8/8 inch Iron red ound or the southeast comer of a 0.115 THENCE continuingfalong the eet to a /ezfsting8 Inch reast rdfghtot way lineorsaid Bain AreaBoul re ore curve o the dghk acre tract conveyed to Amoco Pipeline Co. by Fairmont. Ltd. and being of record In County Clerk's File No. E283667; Y avant, withdistance sad curve to the right having a radius of 1442.18 feet, THENCE North 03 deg. t 1 min. 14 sec. West, 100,03 feet to a 318 Inch Iron rod found for the northeast Comer of said Amoco tract; iron rod found for the pointf tangency; 91,71 feet a central angle of 47° 20' 42" and a chord bearing and distance of North 030 46' 11" East -1158.09 feet to a 112 Inch THENCE South 86 deg. 56 min. 40 sec. West, 50.00 feet o a 3/8 Inch iron rod found for the northwest Comer of said Amoco tract said rod set to the THENCE North 27° 26' 31" East, (gild South 27° 26' 17" West) continuing along the existing east ri ht east line of a Humble Pipe Line Company 200 root wide strip per Volume 5310, Page 58Z Deed Records; 9 g of way line of said Bay Area Boulevard for a THENCE North 03 deg. 11 min. 14 sec. West, generally along a fence, 3124.20 feet o a Co distance C ntinui feet to a 1/2 Inch Iron rod Found for the point of Curvature a a curve r the left pperweld red found for the northeast comer of said 200 THENCE Continuing along the existing set right-of-way Tine of said gay Area Boulevard, with said curve o the left having a radius of 1276.35 teat, a foot wide strip and the most westerly northwest Comer of said Fairmont, Ltd. 499,4306 tract and the most westerly northwest Comer of the herein central angle of 30° 29' 59", an are length of 679.43 feet and a chord bearing and distance of North 12 t ' described hack t 31 East - 671.44 feet o a 5/8 Inch iron THENCE North 86 deg. 52 min. 09 sec. East, 389.58 feet along a fence to an 8 inch fence Comer rod with a Cap set for the southeast Comer of a called 0,437 acre tract conveyed by dead dated February 17, 1975, from Dr. Coleman Carter Jr., track Cost for an Interior caner or the herein described Trustee, to the City of La Porte as recorded under Hams County Clerk's File Number E375198 of the Deed Records of Harris County, Texs, Said THENCE North 02 deg. 60 min. 41 sec. West 323.90 feet along a fence to a 1l2 Inch iron rod ound for the southwest Amer of a strip of land 5/8 Inch Iron ad son being In t Paul he Kenouch line rasa Called 1.9203 acre tract as conveyed by deed dated May 23, 1997, from Decker McKim to Johnny W. Conveyed to Hams Cescri ed road purposes and recorded in Volume 2869 on Page 75 of the Deed Records of Harris County, Texas and an ail Texas, some befog In the north line of said 4851426 acresunder , from said 5/8 rris County 11nch Iron rod, b3/8 inch Sro5 of the Deed Records of Herds County, comer of the herein described track feetnod was ound set 0.38 feet and south 3.23 THENCE North 86 deg. 52 min. 42 sec. East 59.98 feet along a fence o a 112 inch iron pipe found for the southeast comer of the sold strip of land THENCE North 864 31' 25• East, along the south line of said 1.9203 acres and the north II conveyed to Harris County and an angle point SIB inch Iron rod with a Cap set In the proposed east rightof-wa line of said B rue of said 0 feet wit acres for a distance of 50.81 feet o a THENCE North 86 deg. 56 min. 22 sec. East, 2260.61 feet generally along a fence to a 1/2 Inch iron rod found for an interior Comer of the herein tangent curve to the right, from which a 518 inch Iron was found west 0.20 feet and South 0.50 feet., feet wide) or the point of curvature of a non described track THENCE along the proposed east right -of --way line of said Bay Area Boulevard with said THENCE North 02 deg. 37 min. 58 sec. West 156.86 feet along a fence to a 1/2 Inch iron rod ound near the intersection of a nortit-south-east fence length oE802.66 feet, o central angle of or- 33' 27" curve o the right having a radius of 1505,00 feet an am for an ell comer of the herein described track 9 and a chord bearing and distance of South 12° t0' 34" West- 793.18 fast o a 5!8 inch Iron red THENCE North 86 deg. 31 min, I sec. East, 956A4 feet to a point for the northwest comer of that certain plied 1,00 acre tract conveyed by - THENCE South 270 2T 17with a cap set for the point " West continuing along the proposed Fairmont, Ltd, to the City of La Porte and being Tract 41n County Clerk's File No. E351 I90; 9 p p sad east a left, -way line of said Bay Area Boulevard for a di THENCE South 03 deg. 03 min. 43 sec. East 123,29 Feet to a 5/8 Inch galvanized Iron bar found or the southwest comer of said 1,00 acre track THENCE 5/8 Inch rConon tinuing along the with a cap proposed for toSepdoenaof ahfature y li curve said the y A t stance of 39T.86 reef e t, THENCE North 86 deg. 11 min. 31 sec. East 352.81 feet to a point for the southeast comer of said 1.00 acre track P Po g 0 2 way line of said Bay Area Boulevard with sold curve to the leftWest a radio THENCE North 02 deg. 35 min. 45 sec. West 397,04 feet to a 518 Inch galvanized Iron bar found In the south line of a 21.5 feet stripcony an arc length of 1 set reef, a central angle of 47° 20' 41", and a chord bearing and distance of South 03° having s of 1367.18 feet Fairmont, Ltd. to Hants County and plied 0.65351n County Clerk's File No. D423632; eyed by � Iron rod with a pp set for the point of tangency; 46' S7" West-1097.86 test to a 5!8 inch, THENCE North 86 deg. 56 min. 17 sec. East along the south line or said 21.5 foot wide strip, the present south line of Spencer Road (also referred 518 Inch Ion rod with a pp et for thTHENCE South 190 53'24" East, continuing Poin of curvature the proposed east right-of-way line of said gay Area Boulevard or a distance of 1006.94 feet to a' to as Spencer Highway), 724.59 feet to a point for the most northwesterly comer of a 0.6275 acre tract Conveyed by Fairmont, Ltd. to the City of La THENCE Continuing along the proposed east 9htowa f lia curve to ne of safdthe right Pate as recorded In County Clerk's File No. E607849; an arc length of 556,77al feet, a central angle of gh of- 53'22 ,and f chord bearing and Bay Area Boulevard distance of South curve to the right having a radius of 1688,80 feet, THENCE South 83 deg. 54 min. 47 sec. East, with the southerly line of said 0.6275 acre tract, 363.43 feet to a point of Curvature; rod with a Cap set for Comer in the north line of said 1.028 acres 10° 26 42' East - 554.25 feet o a 5!8 inch iron THENCE generally Eastwardly with a curve to the left having a Central Angle of 10 deg. 00 min. of sec., a Radius of 1196.91 feet and an Arc Length THENCE South 86° 56' 00" West, along the north tine of said 1.02 of 208.91 feet described of land 8 acres for a distance of 50.06 feet to the POINT OF BEGINNING of the herein Thence North 86 deg. 56 min. 43 sec. East, 31,71 feet to a point in the centerline of 20th Streak Town of La Porte for the most northerly northeast PARCEL Bar(1.629 acres 70,956 square are d containing within feet of land) 6.359 acres or 276,987 square feet of land; comer of the herein described hack ) THENCE South 03 deg. 03 min. 17 sec. East, 332.50 feet along the centerline of 20th Street o Its intersedon with the Ante i COMMENCING at a cappenveld rod found in the north rightof--way line of Fairmont Parkway b . of E Porte, South inch iron bar found for an Interior Amer of the herein decried track d ne of Avenue A. Town under Volume 3642, Page 41 of the Deed Records of Harris County,Texas. Said Co Y (based on a e o feet wide merof a Cal ed recorded tract as conveyed by deed dated December 30, 1980 from Friendswood Development Comp red belay the southeast Comerofa plied 4A51 acre `THENCE North 87 deg. 31 min. 54 sec. Est, 296.02 feet along the centerline or Avenue A to Its intersection with the west rightof-way line of the County Clerk's File Number G816532 of the Deed Records of Harris C P Company a Bayport Investors as reCorcfad under Hams G.H.& SA.R.R., 518 Inch iron bar found for an Interior comer of the herein described hackbeingaunty, Texas, and eyed the southwest comer of a celled t.738 acre swoodso THENCE South 03 deg. 03 min. 17 sec. East, 3701.09 feet along the west right-of-way line of the said G.H.&, SA.R.R. to the PLACE OF vet in the existing west the City a P o t Bay Area Boulevard Harris feet wide) as conveyed b dad dated October ' BEGINNING and containing 495.40639 acres of land, all bearings recited herein are Lambert Grid Bearings, South Central Zone of Texas; TDexasopment Company to the City of LaPorte, as recorded under Harris County Clerk's File Number H668532 of the Ded Records of Harriswf - SAVE AND EXCEPT: Courtry, Save and except from the above descried 495.40539 ace tract a 9.89213 acre tract of land, pllad 9.898 acres for the purpose of extending THENCE North 01 ° 05' 00" West, along the east line of said 4,451 acres and the west line of said 1.738 acres P rpos g Bay ght-ofway line of said Bay Area Boulevard for a distance of 505,47 feet to a 5/8 inch Ion rod with a Ca same being the existing west Area Boulevard, 150 feet wide, Conveyed by Fairmont, Ltd., to the City of La Porte and filed for record under County Clerk's File No. E351190, Tract acres and the northwest Comer of s P set for the northeast Amer of said south _ II, said 9,89213 acre tract being more particularly described by metes and bounds as follows, to-wik old 1.738 acres, and in the south line of said 485.51426 aors, from which a tY1 Inch iron rod w BEGINNING at a point In the South line of the above described 495,40689 acre pact of land, said point located South 86 deg. 56 min. 0.68 feet. Said 518 inch Iron rod with a Cap set for Comer also being the southwest comer of a piled 9.898 as found south 79,41 feet from a Co eg 40 sec. West, dated December 13, 1974, from Stephen T. Cochran Bte acre tract (Tract 2) as Conveyad by dad pperweltl red stamped "A-103" found for an Interior comer of that certain 499.4306 acre trail as described in Volu P dwell Johnston, Eugene B. Smith and Winston W. Page t_6 of the Deed Records of Hams County, Texas, safd Co 9 me 8076 on recorded under Harris County Clerk's File Number E351190 of the Deed Records of Harris County, Texas. Said15/ McIntosh h the City of La Porte, as track PPenveid rod also bein an interior Comer of the above described 495.40539 acres corner also being the POINT OF BEGINNING 8 inch ion rod with a cep set for _ of the herein described parcel of land; THENCE South 86 deg. 56 min. 40 sec. West orlon the south line of a , THENCE along the proposed west ri htof-wa 9 above described 495.40639 acre tract 150.00 feet to a point feet a 9 Y line 9 said Bay Area Boulevard bearing feet wide) with a curve to the left havinggenerallyAngleance a radius of 1486.80 9 deg. 53 min. 16 we., a Radius of 1967.56 feet an an Are Length iron rod with a cap set for the point of (angency, from which a 5/8 Inch iron rod was found south 83 feet, North 0° ie 33 - West 495.64 feet o a 5f8 inch _ o(ri48.61 feet to a point of tangency; 11 THENCE North 19 deg. 54 min. 24 sec. West 857.81 fast o a point of curvature; THENCE North 19° 53' 24" West Continuing along the proposed west dghtI folI line of said Bay Area Boulevard fora distance of 1006.88 feet to a 518 inch THENCE generally Northwet to a rdlypoint with a curve o the right having a Central Angle of 47 deg. 20 min. 42 sec., a Radius of 7542.18 feet and an Am THENCETConton fnang along the proposed westfound for the point of rrightoe of a Fu waylineof said BayArea Boulevard Length E g274.34 feet to a point of tangency; evard with said curve to the right having a radius of 1567,18 faek ;THENCE North 27 deg. 26 min. 18 sec. East, 303.85 feet o a point of Curvature; I an arc length of 1294,99 feet, a central angle of 47' 20' 41" and a chord bearing and distance of North 03' 46°57" East-1258,46 feet to a 5/8 inch THEN CEgenerally No - it rthwardl roofed with with a curve wl a p Y rve to se[ for th e left having P e point of a Central tan en 9 a Angle o P from w F 30d 9 niche / ' 9 30 min. cYt 5 8 inch i e9 00 sec. a Iran red wa Radius of s found :oF 78 1483.67 west 0.1 feet; tat es ri Arc Length THENCE North found d 1r t East, t of curvature along the proposedthe west dghtof-way line of said gay Area Boulevard for a distance of 397.88 feet to a .80 feet to a point In the northerly line of the above described 495.40639 acre tract for the northwesterly comer of the hereto described track 1/2 inch iron rod found for the point of curvature of a curve to the left 'THENCE North 86 deg. 31 min. 11 sec. East, along north line of said 495.40639 acre tract, 150.00 feet o a point or the northeasterly comer of the THENCE continuing along the proposed west right-of-waytine of said herein described tract ham which the northwest Amer of that certain 1.00 acre tract described In County Clerk's File No. E351 190 bears North e6 a central angle of 300 29' 53", an arc length of 694.64 feet and a chord bearingand distance f r gay Area Boulevard with Nord curve T the left having a radius of 5/8 in 0 feet, deg. 31 min, i t sec. East 220.99 feet rod found for comer, said 5/8 Inch Iron rod being the Intersection of the proposed west ri ht o North 1 of said 21" East- Boulevard feet and he inch iron ' THENCE generally Southwardty with a curve to the right having a Central Angle of 30 deg. 30 min. 02 sec., a Radius of 1276.35 fee[ an an Am west right -of --way line of said Bay Area Boulevard, and being in the north p 9 of way line of safd Bay Area Boulevanf and She existing Length E genera feet to a point of tangency; g rth line of said 485,51426 acres and the south fine of a Called 3 acre tract as '. THENCE South 27 deg. 26 min. 18 sec. West, a distance of491,14 feet to a point of Curvature; conveyed by partnership agreement dad dated January 12, 1985, from Thomas H. Sullivan, Executor and Tostee, o the La Porte Properties THENCE generally Southwardty with a curve to the left having a Central Angle of 47 deg. 20 min. 42 sec., a Radius fro 1442.18 Feet and an Am of Lot Partnership, lot as recorded Porte under Harris County Clerk's File Number J997395 of the Deed Records of Harris Count', Texas. Said 3 acre tract being out ' THENCE South 19 deg. 54 min. 24 sec. East 1163.16 feet to a point ofcurvature; THENCE along the existing west right-oFway line of said Bay Area Boulevard, with said curve to the right havinga radius of 1 THENCE generally Southwardty with a curve to the right having a Central Angle of 18 d 1483.67 feet), an arc length of 789.94 feet (called 789,79 feet 489.55 feet (called 9 deg. 53 min. 16 sect a Radius es n 58.61 feet and an Arc West - 780,72 feet to a 1/2 Inch iron rod found for the point ) a central angle of 30° 23' 07" and a chant bearing and distance of South 12° 14' S8" Len th of 381.94 feet 9 et to the PL ACE OF BEGINN ING an d containing 9.e921 3 acres of land. N of tangency; OTE: This Po Coco an 'a rdoes c ea e o P of represent rs square Y ant thatth 9 footage P e above THENCE q calculations E South 9 are Co 27° 26' 31' correct. PR West PROVIDED, however, piled N waver that North 27° at the •t 26'17" Property inc East c Includes all rights o curve ri gonPe Y ghts and estates (including; without distance of 308.85 feet to a t/2 inch Iron rod found for the point of curvature oflong the existing west dgbtoF-way line of safd Bay Area Boulevard or a IimltaSco any reservations of easements and minerals)er Grintor under instruments s f in the Clerk's of it the County Clerk of Harris County, Texas THENCE continuing along the existing a curve to the left; and recorded to the Official Public Records of Real Property of Harris County, Texas as follows: Clerk's File No, D423632, Film Code No. arc le 9 9 Bng west rightofway line of said Bay Area Boulevard, with the curve to the left hay 134-30-0563; Clerk's File No. E283667, Film Code No, 111-12-0232; Clerk's File No. E351190, Film Cde No. 115- length of 1274.34 feet a central angle of 47' 20' 42" and a chord bearingand distance Ind a radius of a 112 i feet, an excluded 9.39213 acre tract); and Clerk's File No, E607349, Film Cde No. 13t-05-1280. 13.1597; (includes the aforesaid rod found for the point of tangency; rice of South 03° 46' 70" West-1238.39 feet to a 1/2 inch Iron THENCE South 19° 54' 10" East, (called North 19° 54' 24" Wet) continuing along the existingwest right-of-way FURTHER SAVE AND EXCEPT: line of said Bay Area Boulevard for a DESCRIPTION OF 7.968 TOTAL ACRES OR 347,943 TOTAL SQUARE FEET OF LAND OUT OF A CALLED 485.51426 ACRE distance of 857.80 feet to a 518 inch Iron rod with a cap set for the point of curvature of a Curve to the CONVEYED BY DEED DATED MARCH O 1980 FROM FAIRMOUA LIMITED, A TEXAS LIMITED PARTNERSHIP 42 A TRACT AS THENCE continuing along the existing west rightol-way line of said Bay Area Boulevard with s right AS RECORDED UNDER HARRIS COUNTY CLERK'S FILE NUMBER GMITED, OF THE GEED G INDUSTRIES, INC. (called 1967.56 feet) an arc length of 648,52 feet (Called 648.12 feet 52 curve to the right having a radius of 1961,06 feet, RECORD a central S OF HARRIS COUNTY, TEXAS. SAID 26' 40" East - 645.57 feet, to the POINT OF BEGINNING of the herein described parcel Ina land and containing withinnthese plisttnce ofSouth 10° 7.988 ACRES BEING SITUATED IN THE RICHARD PEARSALL SURVEY, ABSTRACT NUMBER 625, HARRIS COUNTY, TEXAS AND BEING 70,956 square feet of land.,629 acres or MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS. (Alt bearings are based on the existing west dghtof-way line of Bay Area Boulevard (width varies) as recorded under Harris County Clerk's File Number E351190 of the Deed Records of Harris County, Texas, (ONLY A PORTION OF THE TITLE DESCRIPTION IS SHOWN.) dated December 13, 1974.) PARCEL "A•: (6.359 acres or 276,987 square feet of land) COMMENCING at a copperweld rod found in the north rightof--way line of Fairmont Parkway (based on a 250 feet wide right•af-way) as recorded under Volume 3642, Page 41 of the Deed Records of Harris County, Texas, Said Copperweld rod being the southeast comer of a Called 4.451 acre tract as conveyed by deed dated December 30, 1980 from Friendswod Development Company o Bayport investors as recorded under Hams County Clerk's File Number G816532 of the Deed Records of Harris County, Texas, and. being the southwest Comer of a piled 1.738 acre tract, also being to the existing west rightof-way line of Bay Area Boulevard (150 feet wide) as Conveyed by deed dated October 12, 1982, from Friendswod Development Company to the City of La Porte, as recorded under Halls County Clerk's File Number H688532 of the Deed Records of Harris County, Texas; 7ING ONLY SUBJECT PROPERTY is SHOWN ol NATIONAL fFLOOD INSURANCE PROGRAAf FLOOD INSURANCE RATE MAP FOR HARRIS COUNTY, TEXAS, MAP'N0: 48201C0945L, EFFECTIVE DATE: JUNE 18, 2007. 1HE SUBJECT PROPERTY IS SHOWN 70 BE LOCATED ZONE X" ON SAID MAP. RELEVANT ZONES ARE DEFINED ON SAID MAP AS FOLLOWS: ZONE X" - 07HER AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN, 6 II CEMETERY ( THERE IS NO VISIBLE EVIDENCE OF CEMETERIES. POSSIBLE ENCR% FJ/IIV"l= - UTUTY POLE, FENCE AND ASPHALT PAVEUENT (WAX. 73.3) - FENCE (MAX. 7. I) $ 11 ZONING INFORMATION ACCORDING TO THE CITY OF LA PORTS ZONING MAP, THE SUBJECT PROPERTY IS ZONED PUD, PLANNED UNIT DEVELOPMENT. PER MASUD !N THE CITY OF LA PORTS PLANNING DEPARTMENT (PHONE: 28f-477-5020, nlannfngLci Io-Forte tx u ), THE STANDARDS FOR SAID ZONE ARE AS FOLLOWS: SETBACK LINES: FRONT: 50 FEET REAR: 40 FEET SIDE: 30 FEET (GENERALLY) MAX. BUfLDiNG HEIGHT: NONE BASIS OF BEARING BEARING SY57EM FOR THIS SURVEY IS BASED ON A BEARING OF N 03'fi'14" W. FOR INE WESTERLY LINE OF ME PPG INDUSTRIES, INC. TRACT (CCFJf G484569, O.P.R.H.C.T.). 16Ii VICINITY MAP 11 !SURVEYOR'S NOTES III 1. This survey is bused on deeds, easements and/or recorded plats and other records furnished b t he client and/or the client's representative as well as significant visible monuments found on the subject property and adjacent properties, field measurements and evidence of boundaries found on the ground. However, this `Survey shall not represent warranty of title or guarantee of ownership. The. surveyor did not abstract the object property. This survey was performed with the benefit of a current title obstruct provided by Chicago Title Insurance Company, GF. No. TNB3384, effective dote January 29, 2009. Z Subject trod hos direct access to Bay Area Boulevard, a public right-of-way. 3. There is no observable evidence of earth moving work, or building, construction. � . observable evidence of any changes in street right -of --ways or recent street or sidewalk construction or repolr. observable ,evidence of site use as a solid waste dump, sump or sanitary landfill. 6. Ali statements within the certification, and Other references located elsewhere her improvements, "structures, buildings, party walls, easements, servitudes, and encroachments tare ed tbasebtfes, solely on above ground, visible evidence, unless another source of information is specifically referenced hereon. y need Control(!ng monumentation found during this survey as noted hereon. underground utilities have been located and/or shown on this survey. Only visible and �opparent above ground utility appurtenances are shown. I - 9. .This survey does not provide a determination or opinion conceming the location or ex istence faultlines toxic.or hazardous waste oreas, subsidence, subsurface and environmental conditions foretlonds geological issues. No statement is made conceming the suitability of the subject tract for any intended use, purpose or. development. 10. The word "certify" or 'certificate" as shown and used hereon means an expression of Professional opinion regarding the facts of the survey and does not constitute a warranty or guarantee, expressed or implied. 11. `Except as specifically stated or shown on this plat, this survey does not purport to reflect an of t following which may be applicable to the subject tract: easements; building setback fines' rest'' he covenants; subd'iviefon restrictfons; zoning or other land -use regulations; Agreements; Lease Agreements; and ownership title evidence. 12. Any declorafion made hereon or herein `'s not transferable to i made to the parties'' lisfe& in' - the .certification: hereon. additional institutions or subsequent owners. If Is SU RVEY -� 4 oft CERT IFI CATi ON To: PPG Industries, ' Chicago Title Insurance Company. This /s fro certify that this map or plat and the survey on which this based were mode in accordance with the Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surve jointly asfa ' Ys. J° bhshed Y and adopted end b ALTA P and N Y SPS i Include n ZOOS and s Ite cos 1 (exce pt , ( fates th at hat req uire recor d red monu ment rut platting), to P 2 3 4 6 7 9, , a 7 ) ( ), (b)(i), 7(c), 8, 9, 10, 11(a) (location of utilities per visible, above -ground, on -site observation), 13, 14, 19 (a) (to the extent possible, graphically depict on survey drawing the zoning setback lines), 19(b) (observable evidence of earth moving work, building construction or building additions within recent months), and 19(d) (observable evidence of site use as a solid waste dump, sump or sanitary landfill) of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA and NSPS and in effect on the date of this certification, undersigned further certifies that in 11 my professional opinion, as a land surveyor registered in the State of Texas, the Relative Posftfonal Accuracy of this survey does not exceed that which Is specified thereto. Executed as of the 23 day of March, 2009. OF �' IS7F nF D.R. Helmuth ^ ... A ' 3674 •„:•. . Su .. Registered Prafessfonal Land Surveyor Nv. 3674 12 �� PARKfNG INFORMATION 14 BUILDING AREA II- I F211 ITITLE INFORMATIONSTANDARD PARKING SPACES LUME --------- AT TIME OF SURVEY. THE TITLE DESCRIP770M AND 7HE SCHEDULE B ITEMS HEREON ARE FROM CHICAGO 7171.E INSURANCE COMPANY, GF NUMBER: 7NB3364, EFFEC77VE DATE': JANUARY 29, 20090 ISSUED' FEBRUARY 5 20 liiiiiiiiiiiiiiiiiiiiillillilillillill- 13 E ND AREA � 15 I BUILDING HEIGHT 234.71 ACRES NO BUILDINGS AT 10,224,022 SOFT. 77ME OF�SURVEY. - [by opyright ©First American Professional Land Services, L.P. This format and style is protected Copyright, all rights are reserved. Any use of this format and style is strictly prohibited without prior ritten permission from First American Professional Land Services, L.P. ALTA/ACSMLand Title Survey CL! 18 ELINFOLRMAT102NBOX)111001 This Work Coordinated By: ar�,a I Fits - t Arne ° t7Can Professional Land Service S 1700 S. Broadway, Building E Moore, Oklahoma 73160 (405j 378-5800 www,FirstAmPLS.com Drawn ey: Date: ALH Revision: Surveyor Ref.No:09-02-0275 Date: Approved By: Revision: DRH -_ Date: Field Date: Revision: 03-03-09 _ Scale: Date: ___ 1"=200' � Revision: Prepared For: °;rClient Ref. No: Project Address: 1901 West Avenue H & South 16th Street Project Location: La Porte, Texas Project Name: PPG La Porte Vacant Land Sheet 2 Of I III Job Number: 09-02-035:001 v to Q. Q. m 0 0 N _N 0 Z 0 00 N 0 J J VICINITY MAP SCALE: 1"=3 MILES • :5 F IRMONT P RKWAY THE CITY OF LA PORTE, TX MAYOR CITY COUNCIL GEORGIA A. MALONE JOHN BLACK MIKE MOSTEIT CHUCK ENGELKEN TOMMY MOSER LOU1S RIGBY MIKE CLAUSEN AT -LARGE "A" AT LARGE "B" DISTRICT 1 DISTRICT 2 DISTRICT 3 DISTRICT 4 DISTRICT 5 DISTRICT 6 SITE MAP SCALE: 1"=1/4 Mile NOVEMBER 2009 HZI JOB NO.: 02-1168=01 r 4 r r Sheet List Table Sheet Sheet Title O 01 COVER 02 EXPRESS REVIEW 03 GENERAL NOTES 04 OVERALL 05 FAIRMONT PARKWAY STA. 0+00 TO 4+00 06 FAIRMONT PARKWAY STA. 4+00 TO 21+00 07 FAIRMONT PARKWAY STA. 21+00 TO 38+50 08 FAIRMONT PARKWAY STA. 38+50 TO 57+00 09 CANADA ROAD @ FAIRMONT PARKWAY 10 FAIRMONT PARKWAY STA. 57+00 TO 63+50 11 FAIRMONT PARKWAY STA. 63+50 TO 83+50 12 FAIRMONT PARKWAY STA. 83+00 TO 101+50 13 FAIRMONT PARKWAY STA. 101+50 TO 121+50 14 FAIRMONT PARKWAY STA. 121+50 TO 127+50 15 FAIRMONT PARKWAY STA. 127+50 TO 149+80 16 FAIRMONT PARKWAY STA. 149+80 TO 172+30 Q 17 FAIRMONT PARKWAY STA. 172+30 TO 194+80 18 FAIRMONT PARKWAY STA. 194+80 TO 217+30 19 FAIRMONT PARKWAY STA. 217+30 TO 222+30 20 FAIRMONT PARKWAY STA. 222+30 TO 226+80 21 FAIRMONT PARKWAY STA. 226+80 TO 231+80 22 FAIRMONT PARKWAY STA. 231+80 TO 252+30 23 FAIRMONT PARKWAY STA. 252+30 TO 267+30 24 FAIRMONT PARKWAY STA. 257+30 TO 274+30 y 25 FAIRMONT PARKWAY STA. 274+30 TO 279+80 26 9TH STREET ROW STA. 279+80 TO END 27 DRIVEWAY AND SAFETY END TREATMENT DETAILS 28 CANADA ROAD 1 OF 3 29 CANADA ROAD 2 OF 3 30 CANADA ROAD 3 OF 3 31 BAY AREA BLVD 1 OF 4 32 BAY AREA BLVD 2 OF 4 33 BAY AREA BLVD 3 OF 4 34 BAY AREA BLVD 4 OF 4 35 SIDEWALK DETAILS AND CROSS SECTIONS 36 METAL BEAM GUARD FENCE 37 SINGLE GUARDRAIL TERMINAL 38 BRIDGE RAILING STANDARD - RAILING APPLICATIONS 39 BRIDGE RAILING STANDARD - COMBINATION RAILING DETAILS 40 PEDESTRIAN RAMPS TYPICAL DETAILS SHEET 1 OF 41 PEDESTRIAN RAMPS TYPICAL DETAILS SHEET 2 OF 2 42 TRAFFIC CONTROL PLAN 43 STORM WATER POLLUTION PREVENTION PLAN 44 SWPPP DETAILS 45 STORM WATER QUALITY MANAGEMENT PLAN 46 HARRIS COUNTY STANDARD PAVEMENT MARKINGS 47 BICYCLE LANE REGULATORY SIGNS 48 BICYCLE LANE WARNING SIGNS 49 BICYCLE LANE GUIDE SIGNS HUITT~ZOLLARS 1500 S. Dairy Ashford, Suite 200 Houston, Texas 77077 (281)496-0066 O OF ..:..........................*... j / EMMANUEL DE PAU / /.................................../ 82627i Z it •..</CENSE� ' E , z + i /ONA Huitt-Zollars Inc. Firm Registration No. F-761 SURVEYED BY: DRAWN BY: HUITT-ZOLLARS JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168_COVR.dwg EDP CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTEv TX 77571 (281)471-5020 DRAWING SCALE SHEET NUMBER R AS NOTED VEO 1 OF An VERT: AS NOTED FOR REDUCED PLANS 1. PAVING 2. I. DESIGN THICKNESS OF PAVING II. STABILIZED SUBGRADE TO A DEPTH OF 111, DESIGN STRENGTH OF CONCRETE psi IV. TYPE AND PLACEMENT OF STEEL: DRIVEWAYS I. NUMBER OF DRIVEWAY APPROACHES PROPOSED: 2 It. HARRIS COUNTY STANDARD DRIVEWAY DETAIL APPEARS ON SHEET 27 FIRE APPARATUS ACCESS ROAD ❑ REQUIRED AND SHOWN ON SHEETS) * NOT REQUIRED DUE TO NOT PROPOSED CURBING 1. ISLANDS AND MEDIANS REQUIRE STANDARD 6" CURBING 11. X STANDARD 6" CURBING PROPOSED ❑ 4" x 12" CURBING PROPOSED EXCEPT AT MEDIANS AND ISLANDS TRAFFIC CONSIDERATIONS I. MEDIAN CUTS ❑ NO MEDIAN CUT OR RELOCATION IS PROPOSED X MEDIAN MODIFICATIONS ARE SHOWN ON SHEET 09, 19, & 23 II. LEFT / RIGHT TURN LANE X NO LEFT / RIGHT TURN LANE IS PROPOSED — ❑ LEFT / RIGHT TURN LANE IS SHOWN ON SHEET III. TRAFFIC CONTROL PLAN ❑ NO WORK IN THE RIGHT OF WAY IS PROPOSED THAT WOULD INTERFERE WITH TRAFFIC FLOW X TRAFFIC CONTROL SHOWN ON SHEET 42 IV. TRAFFIC SIGNAL ❑ NO TRAFFIC SIGNAL IS EXISTING / PROPOSED ❑ EXISTING TRAFFIC SIGNAL DEVICES (T.C. BOXES AND LOOPS) SHOWN ON SHEET X PROPOSED TRAFFIC SIGNAL (BY OTHERS) V. TRAFFIC IMPACT ANALYSIS X NO TRAFFIC IMPACT ANALYSIS IS REQUIRED ❑ TRAFFIC IMPACT ANALYSIS HAS BEEN APPROVED ON DATE:______ 7. / SUBDIVISION STORM SEWER ❑ fZQADSIDE DITCH ❑ CITY OF ❑ OTHER ❑ TO DETENTION P0 ❑ DETENTION POND MA ❑ TO HCFCD DRAINAGE ❑ TO HARRIS COUNTY ROAD NAME: ❑STATIC W.S.E. 0 OUT/F ❑ PROPOSED STORM SlE BY _ UNIT NO. E DITCH 3. COMMERCIAL / OTHER SITE DRAINAGE 1. PROPOSED DRAINAGE AREA ❑ NEW DEVELOPMENT AREA: X RE -DEVELOPMENT AREA (AMOUNT INCREASED IMPERVIOUS AREA): (SIDEW 11, DETENTION VOLUME FREQUENCY El .55 NEW AR N A X = N A CRE FEET * ❑ .65 DETENTION REQUIRED ❑ .75 �k ❑ OTHER: PROPOSED VOLUME = N A ACRE FEET CAPACITY AOCATED TO TRACT FROM D. A. MA : (CFS) FROM DIANAGE AREA MAP DATED: _ PREPADED BY: ACTI*f OUTFALL RATE: �_ (CFS) FLOW PRIOR TO DETENTION: FLOW AFTER DETENTION (IF REQUIRED): FLOOD CONTROL DISTRICT CRITERIA STORMWATER DETENTION BASIN ROUTING TABLE DETENTION BASIN DRAINAG = ACRES RAINFALL EVENT PROBABIUTY PRE-DEV D PEAK RUNOFF POST -DEVELOPED PEAK RUNOFF CFS DETENTION BASIN PEAK OUTFLOW CFS MAXIMUM SURFAC ATION PEAK STORAGE VOLUME AC -FT STORAGE RATE AC -FT PER AC 10% EXCEEDANCE (10-YEAR) 1% EXCEEDANCE (100-YEAR) ADDITIONAL CRITERIA FOR PUMPED DETENTION BASIN VOLUME OF PUMPED 1% EXCEEDANCE STORAGE VOLUME = _ MAXIMUM DESIGN OUTFLOW VELOCITY INTO HCFCD CHANNEL = DRAIN 'TIME FOR BASIN = HOURS BASED ON . REPORT TITLE REPORT DATE DATE OF ACKNOWLEDGEMENT PLAN OF TOTAL VOLUME DESIGN ENGINEERING FIRM OR FLOODPLAIN ADMINISTRATOR HCFCD HEAD CONDITIONS. FOR THE PROPOSED WORK CONTAINED IN THESE PLANS IS PROVIDED BY E019-EERING FIRM DATE SIGNED BY HCFCD It. HCFCD STANDARD NOTES: SEE SHEET 03 OF THESE PLANS. tl,,�D STANDARD DETAILS: SEE SHEET OF THESE PLANS. IV. REFER TO PLAN S FO D PROPOSED RIGHT OF WAY DELINEATION AND FORMATION TO INCLUDE CLERK'S FIL PE OF ESTATE (e.g., ENT, C.) AND GRANTEE (e.g. COH, HCFCD, PUBLIC, TX NOTES: I. COMPLETE ONLY IF HCFCD OR HARRIS COUNTY IS REQUIRING DETENTION. II. COMPLETE ONLY IF PROJECT HAS WITHIN IT OR IS IMMEDIATELY ADJACENT TO AN EXISTING OR PROPOSED HCFCD MAINTAINED CHANNEL OR DETENTION BASIN. 111. COMPLETE ONLY IF PROJECT INCLUDES NEW OUTFALL, BACKSLOPE INTERCEPTOR OR OTHER RELATED WORK WITHIN AN EXISTING OR PROPOSED HCFCD MAINTAINED CHANNEL OR DETENTION BASIN. N. COMPLETE ONLY OF PROJECT HAS WITHIN OR IMMEDIATELY ADJACENT TO IT AN EXISTING OR PROPOSED PUBLIC DRAINAGE CHANNEL OR DETENTION BASIN. HCFCD PROJECT 111. OUTFALL OUTFALL TO X H.C. ROADSIDE DITCH X EXISTING H.C. STORM SEWER ❑ OTHER ROADSIDE DITCH OUTFALL: ALLOWABLE OUTFALL RATE _ _N(A (CFS) PROPOSED OUTFALL RATE: N/A ❑ STORM SEWER OUTFALL CAPACITY ALLOCATED TO TRACT FROM D. A. MAP: (CFS) FROM DRAINAGE AREA MAP DATED: PREPARED BY: ACTUAL OUTFALL RATE: (CFS) IV. PUMPED DETENTION FACILITIES VOLUME THAT GRAVITY FLOWS: ACRE FEET VOLUME THAT IS PUMPED: N/A ACRE FEET ENTRANCE VELOCITY INTO ROADSIDE DITCH OR STORM SEWER: N/A PUMP SPECIFICATIONS AND OPERATING PLAN APPEAR ON SHEET N/A V. FLOW RESTRICTOR SIZE OUTFALL PIPE SIZE: N/A RESTRICTOR PIPE SIZE: N/A 8. FLOOD PLAIN STATUS I. GENERAL INFORMATION FIRM PANEL(S) FOR PROPERTY: 48201CO94011_, 48201CO845L FIRM PANEL(S) DATE: JUNE 18, 2007 STATUS OF PROPERTY ON MAP ❑ ENTIRELY LOCATED IN UNSHADED ZONE "X" X LOCATED PARTIALLY IN ANY "A" ZONE OR SHADED ZONE "X", DELINATE FLOODPLAIN BOUNDARY ON CONSTRUCTION DRAWINGS (DRAINAGE LAYOUT PG. NO. ) (BASE FLOOD LEVEL____) ❑ LOCATED ENTIRELY IN ANY "A" ZONE OR SHADED ZONE "X", (INDICATE BASE FLOOD LEVEL ) ❑ LOCATED IN THE 10-YEAR FLOODPLAIN ❑ LOCATED IN CYPRESS CREEK LOMR 08-06-2369P (INDICATE BASE FLOOD LEVEL ) ❑ SITE REMOVED FROM FLOODPLAIN BY LOMA OR LOMR-F CASE NO. ❑ OTHER ELEVATION INFORMATION BENCHMARK USED ❑ HARRIS COUNTY FLOODPLAIN REFERENCE MARK X HARRIS-GALVESTON COASTAL SUBSIDENCE DISTRICT BENCHMARK (FOR COASTAL AREAS) DESCRIPTION OF BENCHMARK INCLUDING ELEVATION, DATUM AND YEAR OF ADJUSTMENT (2001 ADS.) II, FLOOD PLAIN DETERMINATION BASED ON GROUND ELEVATION ❑ PROPERTY LIES ENTIRELY ABOVE THE BASE FLOOD LEVEL AND IN SHADED ZONE "X" jgl PROPERTY LIES PARTIALLY OR ENTIRELY BELOW THE BASE FLOOD LEVEL III. FLOODPLAIN STORAGE SUMMARY (APPLIES ONLY TO PORTION OF LAND LOCATED WITHIN FLOODPWN AS DELINEATED BY FIRM PANEL). A. TOTAL VOLUME OF MATERIAL PROPOSED TO BE PLACED WITHIN THE FIRM DELINEATED FLOODPLAIN (FILL, BASE, CONCRETE, ASPHALT, ETC.): i.e., BELOW ELEVATION 19.5• (2001 ADJ.) 0 CUBIC YARDS B. TOTAL VOLUME OF MATERIAL PROPOSED TO BE REMOVED FROM THE FIRM DELINEATED FLOODPLAIN: i.e., BELOW ELEVATION 19.5L (2001 ADJ.) 0 CUBIC YARDS NOTES I. COMPLETE FOR ALL PROJECTS 11. COMPLETE ONLY IF PROJECT IS ADJACENT TO 100-YEAR FLOOD PLAIN 9. 4.\WATER AND WASTEWATER MUNICIPALITY: ❑ UNICIPAL UTILITY DISTRICT: ❑ 0 ER DISTRICT: ElPRI TE WATER AND WASTEWATER ❑ PRIVA WATER SYSTEM AND INDIVI ❑ INDIVIDU WATER WELL AND OSSF ❑ OTHER: ❑ LETTER FROM DIS AND CONNECTION ❑ TCEQ APPROVAL PERMIT FOR WAS' ❑ OSSF SUBDIVISPI 5 • DESCRIPTION OF PROPERTY I. LEGAL DESCRIPTION A. ACREAGE: N/A B. ❑ SUBDIVISION: N/A AS OSSF ❑ SURVEY & ABSTRACT: N/A C. ADJACENT ROADS:_FAIRMONT PARKWAY BAY AREA BOULEVARD CANADA ROAD T UTHORIZING SERVICE It. PLATTING A. SUBDIVISION PLAT W R SYSTEM AND ❑ PROPOSED PLAT / REPLAT TER STEM. ❑ RECORDED PLAT / REPLAT ANNIN REPORT PLAT NAME: ---------------------------_ PLAT NUMBER --------------------------- X NO PLAT REQUIRED B. STREETS PROPOSED ❑ PUBLIC LOTS UNITS ❑ PRIVATE AVERAG DAILY FLOW El PUBLIC &PRIVATE NOSES I. COMPLETE FOR ALL PROJECTS II. COMPLETE FOR ALL PROJECTS. III. COMPLETE ONLY IF TCEQ DISCHARGE PERMIT IS PROPOSED WORK IN HCFCD RIGHT-OF-WAY ❑ OUTFALL ❑ UTILITY CROSSING ❑ ROADWAY BRIDGE / CULVERT CROSSING ❑ FILL ACTIVITY ❑ REHABILITATION OF CHANNEL ❑ MAINTENANCE ❑ TEMPORARY CROSSING X OTHER 11, PERMIT ❑ US ARMY CORPS ENGINEERS NATIONWIDE PERMIT NUMBER(S) ❑ US ARMY CORPS OF ENGINEERS INDIVIDUAL PERMITS X OTHER ❑ NO PERMITS REQUIRED EXPLAIN: III. REFERENCE / BASIS OF DETERMINATION ❑ ENVIRONMENTAL CONSULTANT REPORT BY REPORT TITLE REPORT DATE ❑ OTHER�— NOTES, 1. - III. REQUIRED ON PROJECTS WITH WORK IN A HCFCD CHANNEL PLEASE REFERENCE SECTION 17 OF THE FLOOD CONTROL DISTRICT POLICY, CRITERIA, AND PROCEDURE MANUAL FOR MORE INFORMATION. HARRIS COUNTY PUBLIC INFRASTRUCTURE DEPARTMENT X NONE Ill. JURISDICTIONS �k ❑ CITY OF HOUSTON I� CITY OF LA PORTE ❑ ETJ, CITY OF HOUSTON ❑ ETJ, CITY OF ❑ NO ETJ IV. HCAD ACCOUNT NOS. (ALL V. -UNOBSTRUCTED VISIBILITY EASEMENT (U.V.E.) ❑ REQUIRED AND SHOWN ON SHEET(S) X NOT REQUIRED KEY MAP ®page(s)__ 578 _579. 590 *CPC 101 FORM MAY BE REQUIRED (• STORM WATER QUALITY I. CONSTRUCTION PROTECTIVE MEASURES. j81 SWPPP SITE PLAN AND DETAILS ON SHEET(S) ----43 _4-4 11. APPLICABILITY FOR PERMANENT FEATURES. ❑ EXEMPT NEW DEVELOPMENT OF LESS THAN 5 ACRE PARCEL. ❑ EXEMPT REDEVELOPMENT OF A 5 ACRE OR LARGER PARCEL WHERE TOTAL IMPERVIOUS SURFACE (EXISTING PLUS PROPOSED) IS LESS THAN 1 ACRE. ❑ EXEMPT "GRAND FATHERED" BY AN EXISTING STORM SEWER LINE. ❑ STORM WATER QUALITY PERMIT REQUIREMENT FOR THIS PROJECT IS COVERED BY------------------------- * *. X "STORM WATER QUALITY MANAGEMENT PLAN" INCLUDED. SWQMP SITE PLAN ON SHEET(S) _A5 ------------------------------ 111. PERMANENT STORM WATER QUALITY FEATURES. ❑ VEGETATIVE CONTROLS USED: (FILTER STRIP, GRASSY SWALE, URBAN FORESTRY) DETAILS AND CALCULATIONS APPEAR ON SHEET(S)-----_—_____ ❑ POND STRUCTURE USED (WET, DRY, WETLANDS) DETAILS AND CALCULATIONS APPEAR ON SHEET(S) _—____---_—_ ❑ HYDRODYNAMIC TYPE SEPERATOR MODEL: ----------------- -------- X OTHER(S): TRASH RECEPTACLES AND SIGNS SHEET 45 NOTES 1 - II REQUIRED ON ALL PROJECTS, III IF NOT EXEMPT OR •GRANDFATHERED• INCLUDE: PROJECT PILE, HARRIS COUNTY PROJECT NUMBER, AND SWQ PERMIT NUMBER, OR THE NAME OF THE PERMITTING AUTHORITY IF OTHER THAN HARRIS COUNTY. HCPID SIGNATURE BLOCK PROJECT NAME: FAIRMONT PARKWAY SHARED USE PATH WAS ACCEPTED BY THE FOLLOWING GROUPS FOR THE PURPOSES LISTED BELOW: ENGINEERING DIVISION BY INTERPOSE NO OBJECTION DATE 10 SITEWORK SUMMARY 6Y AS TO PAVING AND/OR DRAINAGE ONLY DATE HARRIS COUNTY ADMINISTRATIVE DATAft (THIS SECTION TO BE FILLED OUT BY HARRIS COUNTY REVIEWER) BY AS TO LOCATION OF ITEMS IN COUNTY RIGHT OF WAY DATE CRITICAL FACILITY ❑ YES ❑ NO �, El STORM WATER QUALITY /yPP 0 fiSp4r / ®10 ❑ DETENTION BY AS TO STORM WATER UAUTY .4& DATE ❑ DRAINAGE SWALE ❑ CUT____CU.YDS. / FILL CU.YDS. ADDITIONAL COMMENTS: ❑ FILL PLACEMENT _ _#ACRES T4ao SWQM# is A-vt-Sisre.4taam! : a Ewa ®www:.A ❑ ORGANIZED SEWER ❑ PUBLIC ID PRIVATE ❑ ORGANIZED WATER ❑ PUBLIC ❑ PRIVATE ❑ UNDERGROUND UTILITIES (COMBINATION WATER/SEWER) ❑ PAVING I-] PUBLIC ❑PRIVATE HARRIS COUNTY FLOOD CONTROL DISTRICT ❑ DRIVEWAY WITH CULVERT— CURB AND GUTTER_ TXDOT_-- INTERPOSE NO OBJECTION ❑ CULVERT -- SEPTIC ❑ NO ❑ EXISTING ❑ PROPOSED By DATE FOR ITEMS LOCATED OUTSIDE OF HCFCD RIGHT-OF-WAY ❑ OTHER --- SIGN CLASSIFICATION BY ZPROVED:--- DATE LOCATED IN: FOR ITEMS LOCATED WITHIN EXISTING HCFCD RIGHT-OF-WAY y ❑ ETJ APPROVED: ❑ SCENIC DISTRICT ❑ TOLL ROAD BY DATE FOR ITEMS LOCATED WITHIN PROPOSED HCFCD RIGHT-OF-WAY EASEMENT AUTHORIZATION ADDITIONAL COMMENTS: ❑ LETTERS 11 CURB RAMPS /SIDEWALK THE PROJECT WAS REVIEWED, HOWEVER, THIS DOES NOT MEAN THE ENTIRE PROJECT, INCLUDING ALL SUPPORTING DATA AND CALCULATIONS HAVE CURB RAMPS PROPOSED X YES ❑ NO BEEN COMPLETELY CHECKED AND VERIFIED. THESE DRAWINGS ARE SIGNED, DATED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED TO SIDEWALKS PROPOSED ❑ NO PRACTICE IN THE STATE OF TEXAS, WHICH THEREFORE CONVEYS THE ENGINEER'S RESPONSIBILITY AND ACCOUNTABILITY. THIS DOES NOT RELIEVE ANY PARTY FROM COMPLYING WITH APPROPRIATE FEDERAL, STATE AND LOCAL ENVIRONMENTAL RULES, LAWS, AND REGULATIONS AND ANY OTHER A. HOME BUILDER ❑ YES LEGALLY ADOPTED REGULATION OR ORDINANCE RELATED TO LAND DEVELOPMENT. IF THE CITY SIGNATURES ARE REQUIRED BY ORDINANCE, COUNTY B. DEVELOPER ❑ YES PERMITS WILL NOT BE ISSUED UNTIL SUCH SIGNATURES ARE OBTAINED. THESE SIGNATURES ARE VAUD FOR A MAXIMUM OF TWO YEARS. C. H.O.A. ❑YES ENGINEERS CERTIFICATION T D. OTHERS CITY OF LA PORTE 12 LANDSCAPING ❑ REQUIRED AND SHOWN ON SHEET(S) X NOT REQUIRED NOTES, A PERMIT IS REQUIRED FOR EACH SCOPE OF WORK ON SITE. A NOTIFICATION IS REQUIRED FOR EACH SCOPE OF WORK IN HC OR HCFCD ROW. REFER TO www.eng.hctx.net/permits FOR EACH SCOPE OF WORK IN HC OR IN HCFCD ROW. P OF T4,41i I, EMMANUEL DE PAU. A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, DO HEREBY CERTIFY ? t THAT THE INFORMATION PRESENTED ON THIS SHEET IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND THAT I AM NOT VIOLATING ANY PROVISION OF THE CURRENT TEXAS ENGINEERING PRACTICE ACT AND / RULES CONCERNING THE PRACTICE OF ENGINEERING AND PROFESSIONAL ENGINEERING LICENSURE. / EMMANUEL DE PAU / �.....'.......82fi27........."i ANY VIOLATIONS WILL BE FORWARDED TO THE HARRIS COUNTY DISTRICT ATTORNEY'S OFFICE FOR PROSECUTION. ,tt� '/OENSF� THE COMPLETED PROJECT CONSISTS OF DRAWING SHEETS O THRU q 9 SEAL �y SI ANRE DA Huitt-Zollars Inc. Firm Registration No. F-761 R E V I S I O N w7 DATE 1 SHEET H.C. APPROVED DATE EXPRESS REVIEW SHEET PROJECT NO. 2004087 cl:l��r•1�,• : NON GENERAL NOTES IN STREET R.O.W. OR TION 713-223-4567. Date: GENERAL CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGE TO THE EXISTING PUBLIC OR PRIVATE UTILITY LINES, INCLUDING BUT NOT LIMITED TO WATER LINES, WASTE WATER COLLECTION SYSTEMS AND STORM SEWER, DURING CONSTRUCTION. ALL DAMAGES SHALL BE REPAIRED IN ACCORDANCE WITH CITY OF LA PORTE, ENGINEERING DIVISION "TECHNICAL SPECIFICATIONS" WITH LATEST ADDENDA AND AMENDMENTS THERETO, WITH NO COST TO THE PUBLIC. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND LEGAL DISPOSAL OF ALL WASTE MATERIAL GENERATED DURING CONSTRUCTION. WASTE MATERIAL MUST BE REMOVED FROM THE WORK SITE AND DISPOSED OF IN SUCH A MANNER AS TO NOT DAMAGE THE OWNER OR OTHER PERSONS. (NO SEPARATE PAY) 3. THE CONTRACTOR SHALL COORDINATE HIS CONSTRUCTION SCHEDULE WITH THE ENGINEER PRIOR TO COMMENCING WORK. 4. THE CONTRACTOR SHALL ADJUST EXISTING UTILITY STRUCTURES TO BE FLUSH WITH PROPOSED FINISHED GRADE, WITHIN THE LIMITS OF CONSTRUCTION. THIS SHALL INCLUDE BUT NOT LIMITED TO: MANHOLE RIMS AND COVERS, WATER LINE VALVES AND GAS VALVES. EXISTING COVER COVERED WITH ASPHALT CANNOT BE REUSED AND MUST BE REPLACED. 5. ALL GRASS REMOVED SHALL BE REPLACED PER THE SPECIFICATIONS. ALL EXISTING TREES INSIDE THE PROPOSED RIGHT-OF-WAY SHALL BE REMOVED. ALL EXISTING TREES WITHIN CONSTRUCTION EASEMENTS SHALL BE PROTECTED. 6. ALL FILL SHALL BE CONSTRUCTED OF HORIZONTAL LAYER, SHALL NOT EXCEED SIX INCHES LOOSE MEASURE AND SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DENSITY AS PER ASTM D 698 PROCEDURE. AREAS TO RECEIVE FILL SHALL BE STRIPPED A MINIMUM OF FOUR INCHES PRIOR TO FILL PLACEMENT. 7. ANY DAMAGE TO ANY OF THE EXISTING UTILITIES MUST BE REPAIRED IMMEDIATELY. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE UTILITY OWNER, WHO WILL MAKE THE REPAIRS AT THE CONTRACTOR'S EXPENSE. 8. CONSTRUCTION STAKING WILL BE PROVIDED BY THE CONTRACTOR. TWO COPIES OF STAKING NOTES MUST BE PROVIDED TO THE, CITY OF LA PORTE PRIOR TO THE APPLICABLE CONSTRUCTION. 9. THE CONTRACTOR SHALL OBTAIN ALL CONSTRUCTION PERMITS REQUIRED BY THE CITY OF LA PORTE AND HARRIS COUNTY. 10. CONTRACTOR SHALL NOTIFY THE CITY OF LA PORTE ENGINEERING DIVISION AT LEAST FORTY EIGHT HOURS PRIOR TO .COMMENCEMENT. NOTIFICATIONS SHALL BE FOLLOWED UP WITH A LETTER, A COPY OF WHICH SHALL BE SENT TO THE ENGINEER. 11. NO CONSTRUCTION IS TO COMMENCE UNTIL THESE PLANS ARE APPROVED. SWPPP NOTES 1. CONTRACTOR TO OBTAIN ALL PERMITS REQUIRED BY THE "REGULATIONS OF HARRIS COUNTY, TEXAS FOR FLOOD PLAIN MANAGEMENT" PRIOR TO STARTING CONSTRUCTION. 2. OWNER TO OBTAIN ALL PERMITS REQUIRED BY HARRIS COUNTY, TEXAS PRIOR TO STARTING CONSTRUCTION OF UTILITIES AND/OR CULVERTS WITH HARRIS COUNTY'S RIGHTS -OF -WAY. HCFCD NOTES NO NET FILL ALLOWED IN FLOOD PLAIN. 2. NOTIFY THE HARRIS COUNTY FLOOD CONTROL DISTRICT, PROPERTY MANAGEMENT DEPARTMENT IN WRITING AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. SUBMIT THE HCFCD 48 HOUR PRE -CONSTRUCTION NOTIFICATION FORM AND A COPY OF THE APPROVED CONSTRUCTION DRAWINGS TO HCFCD, 9900 NORTHWEST FREEWAY, HOUSTON, TEXAS 77092, ATTN: PROPERTY MANAGEMENT DEPT. 3. ENGINEER SHALL SUBMIT CERTIFICATION LETTER AND RECORD DRAWINGS TO THE HARRIS COUNTY FLOOD CONTROL DISTRICT, PROPERTY MANAGEMENT DEPARTMENT, REQUESTING INSPECTION OF ITEMS CONSTRUCTED IN HARRIS COUNTY FLOOD CONTROL DISTRICT RIGHT-OF-WAY. PRIOR TO REQUESTING INSPECTION, THE DRAINAGE RIGHT-OFWAY AND/OR EASEMENTS SHALL BE STAKED AND FLAGGED. 4. PROTECT, MAINTAIN, AND RESTORE EXISTING BACKSLOPE DRAINAGE SYSTEMS. 5. BACKSLOPE SWALE AND INTERCEPTOR STRUCTURE ELEVATIONS AND LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. FINAL ELEVATIONS AND LOCATIONS SHALL BE FIELD VERIFIED BY THE ENGINEER PRIOR TO INSTALLATION. 6. ESTABLISH TURF GRASS ON ALL DISTURBED AREAS WITHIN THE CHANNEL OR DETENTION RIGHT-OF-WAY, EXCEPT THE CHANNEL BOTTOM AND WHERE STRUCTURAL EROSION MEASURES ARE USED. MINIMUM ACCEPTANCE CRITERIA ARE 75% COVERAGE OF LIVE BERMUDA GRASS AND NO EROSION OR RILLS DEEPER THAN 4". 7. BACKFILL IN ACCORDANCE WITH THE HARRIS COUNTY FLOOD CONTROL DISTRICT STANDARD SPECIFICATION, SECTION 02315 - EXCAVATING AND BACKFILLING, OR EQUIVALENT. 8. EXCAVATE CHANNEL FLOWLINE TO DESIGN ELEVATION AS SHOWN ON PLANS AND DOWNSTREAM, AS NECESSARY, TO ENSURE NO WATER IN STORM SEWER DURING "DRY" CONDITIONS. 9. MAINTAIN FLOW IN CHANNEL DURING CONSTRUCTION AND RESTORE CHANNEL TO ORIGINAL CONDITION. 10. REMOVE ALL EXCAVATED MATERIAL FROM THE HARRIS COUNTY FLOOD CONTROL DISTRICT OR DRAINAGE RIGHT-OFWAY. NO FILL IS TO BE PLACED WITHIN A DESIGNATED FLOOD PLAIN AREA WITHOUT FIRST OBTAINING A FILL PERMIT FROM THE APPROPRIATE JURISDICTIONAL AUTHORITY. 11. OBTAIN AND COMPLY WITH ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL PERMITS AND APPROVALS, WITH ASSISTANCE FROM ENGINEER, IF NECESSARY. STREET AND BRIDGE NOTES 1. EXISTING PAVEMENTS, CURBS, SIDEWALKS AND DRIVEWAYS DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE REPLACED TO THE CITY OF LA PORTE STANDARDS AND OR HARRIS COUNTY STANDARDS. 2. CONDITION OF THE ROAD AND/OR RIGHT-OF-WAY, UPON COMPLETION OF JOB SHALL BE AS GOOD AS OR BETTER THAN PRIOR TO STARTING WORK. 3. CONTRACTOR SHALL COMPLY WITH O.S.H.A. REGULATIONS AND STATE OF TEXAS LAW CONCERNING EXCAVATION, TRENCHING AND SHORING. 4. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THE SATISFACTION OF THE OWNING AUTHORITY. 5. SEE SANITARY SEWER NOTE 4 FOR PROPOSED SIDEWALK FILL/ADJUSTMENT NOTE. 6. THE CONTRACTOR MUST KEEP ALL EXISTING STREETS CLEAN OF CONSTRUCTION RELATED DEBRIS AT ALL TIMES. 7. THE FINISHED PAVEMENT SURFACE SHALL NOT DEVIATE FROM THE ESTABLISHED GRADE AND CROSS-SECTION MORE THAN 1 /8" (INCH) IN TEN FEET WHEN TESTED WITH A STRAIGHT EDGE PLACED PARALLEL TO THE CENTERLINE AND NOT MORE THAN 1/4" (INCH) IN TEN FEET AT RIGHT ANGLES TO THE CENTERLINE. SBC NOTES 1. 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 FACILITIES. 2. THE CONTRACTOR SHALL CALL 1-800-344-8377 A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION TO HAVE UNDERGROUND LINES FIELD LOCATED. 3. WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18") 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 SBC FACILITIES. 4. WHEN SBC FACILITIES ARE EXPOSED, THE CONTRACTOR SHOULD PROVIDE SUPPORT TO PREVENT DAMAGE TO THE CONDUIT DUCTS OR CABLES. WHEN EXCAVATING NEAR POLES THE CONTRACTOR SHALL BRACE THE POLE FOR SUPPORT. CENTERPOINT ENERGY NOTES (REVISED 2008) CAUTION: UNDERGROUNDGAS FACILITIES LOCATIONS OF CENTERPOINT ENERGY MAIN LINES (TO INCLUDE CENTERPOINT ENERGY, INTRASTATE PIPELINE LLC. WHERE APPLICABLE) ARE SHOWN IN AN APPROXIMATE LOCATION ONLY. SERVICE LINES ARE USUALLY NOT SHOWN. OUR SIGNATURE ON THESE PLANS ONLY INDICATES THAT OUR FACILITIES ARE SHOWN IN APPROXIMATE LOCATION. IT DOES NOT IMPLY THAT A CONFLICT ANALYSIS HAS BEEN MADE. 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 CENTER POINT ENERGY PIPE LINE MARKINGS ARE NOT VISIBLE, CALL (713) 967-8037 (7:00 AM TO 4:30 M). FOR STATUS OF LINE LOCATION REQUEST BEFORE EXCAVATION BEGINS. • WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18") OF THE INDICATED LOCATION OF CENTER POINT ENERGY FACILITIES, ALL EXCAVATION MUST BE ACCOMPLISHED USING NON -MECHANIZED EXCAVATION PROCEDURES. • WHEN CENTER POINT 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 THE CONTRACTOR'S 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 THE SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THIS CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. TO ARRANGE FOR LINES TO BE TURNED OFF OR REMOVED CALL CENTERPOINT ENERGY AT (713)207-2222. HIKE AND BIKE PATHWAY NOTES 1. RUNN:NG SLOPE OF HIKE AND BIKE PATHWAY SHALL NOT EXCEED 1:20 (6l). 2. CROSS SLOPE OF HIKE AND BIKE PATHWAY SHALL NOT EXCEED 1:50 (2%). 3. MAXIMUM SLOPE FOR A RAMP SHALL NOT EXCEED 1:12 (8.3%). 4. RAMPS SHALL HAVE LEVEL LANDINGS AT BOTTOM AND TOP OF EACH RAMP. 5. A RAMP RUN SHALL NOT HAVE A RISE GREATER THAN 6".. HARRIS COUNTY NOTE AUTHORIZATION NOTICE ISSUED BY HARRIS COUNTY PUBLIC INFRASTRUCTURE DEPARTMENT - ENGINEERING DIVISION - PERMIT OFFICE - REQUIRED PRIOR TO CONSTRUCTION OF UTILITIES OR LEFT TURN LANES WITHIN HARRIS COUNTY AND HARRIS COUNTY FLOOD CONTROL DISTRICT RIGHTS -OF -WAY. CONTACT HARRIS COUNTY PERMIT OFFICE (713) 956-3000. 1 No net fill allowed in flood plain. (provide calculations) 2 No fill allowed in Floodwa . 3 All habitable or insurable areas will have finished floor a minimum of eighteen (18) inches above the base (100-year) flood elevation, twenty-four (24) inches above the base (100- ear) flood elevation if property is located in the 10-year flood plain. 4 For properties located in the floodway, the bottom of the lowest horizontal member must be elevated eighteen 18) inches above base 100- ear flood elevation. 5 Construction of critical facilities on land located below the base (100-year) flood elevation in the 500 year flood plain or within the base (100-year) flood plain shall have the lowest floor elevated to three feet or more above the base flood elevation at the site. 6 OWNER OR OWNER'S AGENT to obtain all permits required by Harris County, Texas prior to starting development within Harris County and Harris County road rights -of-wa. Centerpoint Energy/Electric Facilities (Approved only for crossing underground ductlines, unless otherwise noted.) Valid at time of review only Date: SBC Approved for underground conduit facilities only. Signature valid far one year. Date: CanterPoInt Energy/Goo Facilities (Gas service lines are not shown) TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT AT 713-207-7777 /T:77 HUITEZOLLARS 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 J` OF 1 ..:........................•. / EMMANUEL DE PAU �.............82627.......... EN AU 111 t3NAU Huitt-Zoilars Inc. Firm Registration No. F-761 SURVEYED BY: DRAWN BY: HUITT-ZOLLARS JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD 1168FCHECKED BY. NOTE.dwg EDP OWNERICLIENT: CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281)471-5020 e GENERAL NOTES DRAWING SC.!' _E HORIZ: N/A VERT: N/A SHEET NUMBER 43 of 49 FOR REDUCED PLANS nrN r)p r1- nQ I n 1 1 4 ., I Iq 10 Or) ')1 77 r)Z •7 A nc SCALE (1"=400') HORIZ 0 200 400 Soo LEGEND PROPOSED HIKE AND BIKE PATHWAY REV I DESCRIPTION I APP I DATE HUFff All 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 OF T III EMMANUEL DE PAU .....:......................... 4'. 82627 i [t crv� 'G Huitt-Zollars Firm Registration No. F-761 SURVEYED BY: DRAWN BY: HUITT-ZOLLARS JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168.OVRL.dwg EDP OWNERICLIENT: CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 ` (281) 471-5020 FAIRMONT PARKWAY SHARED USE PATH LGIT,A 1_ DRAWING SCALE HORIZ: 1" = 400' VERT: N/A SHEET NUMBER O0F4 low FOR RFI)I ICFI1 PI ANR 0 to GO U) Q J J PRIVATE UTILITY LINES SHOWN FAIRMONT PARKWAY STA. O+OO TO 4+00 AT LEAST 48 .HOURS BEFORE EXCAVATING IN STREET R.O.W. OR EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567. Date: Centerpolnt Energy/Electric Facilities (Approved only for crossing underground ductlines, unless otherwise noted.) Valid at time of review only zSBC Date: Approved for underground conduit facilities only. y 21,26 Signature valid for one year. 21.88 21.30 a iS.90 -[FL 24 RCP 15 90 21.88 / 21.56. \ ��- Date: CenterPOlnt Energy/Gas Facilities (��^)�('� D11-1 21.94 27.48 � (Gas service lines are not shown) uU f� g 191ppR �gppgg�r 22.15 115t5 YYNp II 27 `s6. 22.47 _ 4 22.50 21.87 21,84 I) TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT AT 713-207-7777 zz.a7 zz.2s - 2' 94 . 22.46 CONCRETE BARRIER WALL & WALK `. - - ---- ----- -�. -�� -,---- _. 22.50 22.17 �\ BENCHMARK 80 HARRIS COUNTY FLOODPLAIN o + 115 8' N REFERENCE MARKS n I I (Data by Harris County Flood Control District) 22.0.5: F/NRMONT PARKWAY o 22382.:a5 r PROPOSM' S"E N'DE i71 �I J 2t 35 ;: (Fd.ST, OLII40 .AN RM 020250 N CLEAR SPAN ' PREFABRICATED PROP. 10' WIDE Floodplain Reference Mark Number 020250 is a brass i 22.1s <z.o9 PEDESTRIAN BRIDGE TAPER FI20M CONC. SHARED US PATH disk stamped "RM 020250" on bridge abutment at 22.10 �2 ,4 a ,` Fairmont Parkway (Westbound) and Willow Spring Bayou 2i.9 21.72 22. CRETE BARRIER WALL &WALK 2z.a7 2P A6 I located on the downstream, southeast comer of bridge g -�" KEEP 'TEXAS BEAUTIFUL' SIGN 21.11 aN0 21.39 IRR 710 abutment of westbound lanes, 0.1 mile west of Somerton p ''--'-�y--- 20.7 O FL 24'RCP-16.74 0 21.9p 1$.92 20.0q EXPOSED TOP OF 6" UTILITY PIP BRIDGE BENT 3,52 2L50 oD 20.3 to 20.91 24" SPOT LIGHT Street. O 19lilt SANITARY SEWER MH ,82 O -4 d 0 2025 LOCATION UNKNOWN m 19.43 (PIER CAP) _ + SA ARY SEWER MH L A710N UNKNOWN a i.61 zo.7s 2 ° FL `w-- "LA POR7E" Elevation 18.91 feet (NAVD 1988, 2001 Adjusted) 78�44 196234 g^�a 15.42 15. M hVl ,l 1t8 ONC. HEADER s N 10 s K 8 m s 8 p, e 79.22 17.24 17.57 L. yy:•ar 24 RCP=17,25 BRICK SIGN NOTE ,8.27I$•� x _ 18.3z + 0 2+00 2+ 17.70 77.76 6" PALM20.74 20.75 1 .50 kI,20.67 9.82 1. SEE SHEET 35 FOR TYPICAL SHARED USE DITCH BOTTOM 18.55 19.79 7.8p saoT uctrT soLA PATH CROSS SECTIONS. x----- W 3.73 18.92 q A x�11"r• 4 10k �x , p,72 ON M SCALE (1"=20') ---re- DITCH BOTTOM- HORIz M 9.is� 0 10 zo ao 2. CITY OF LA PORTE WILL MAINTAIN BRIDGE. N oOF y a `� �- INCLUDING 3. PEDESTRIAN BRITO L JM /71g P4FDB��C, HEN®RAI D. 8.82 . z FOUNDATION TO BE PROVIDED BY BE PROVIDED B R.35' 19.84 g. yp right of way N O CONTRACTOR. 9 s' c -uNK FENCE - - _ 8 - W Z 4. DESIGN TO BE SIGNED AND SEALED BY 20.59 2o.G1 TAPER FROM 3+50 4 =,41. TEXAS PROFESSIONAL ENGINEER. REFER TO SECTION 02890 - PRE -FABRICATED BRIDGE. D11-1 ��p°� 10' TO 8' WIDE /38C 19.68 c 11�-a BIKE ROVE 9.07 � .. 20.75 X20.04 M4-11 o [ 3.$5� PROP. 23 L.F. 10' WIDE CONC. 10' PEDESTRIAN/ BIKE SHARED USE PAiN Q EASEMENT ° � BEGIN STA. 1+16 0 H.C.C.F. _______ o in END STA. 1+39 O. P. R.R. P. H. C. T. a � EXIST 200' DRAINAGE FEE 99.999 ACRES TO. H.C.F.C.D. UNIT NO. B112-00-00 CITY OF PASADENA H.C.C.F. NO. E189514, H.C.D.R. H.C.C.F. No. P023711 (/�I�LO�nI S��'�►(aS LSP.i®l� O.P.R.R.P.H.C.T. ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... CLEAR VAN PREF 8RICATED ... ....... ....... ....... ....... ....... ....... ....... 24 PED STRIAN B IDGE . (SEE NOTE 4 REV DESCRIPTION APP DATE EXIST CENTS _ _ _ . . . . . . _ IST CENTS .. . . . . . . . . . . . . . . . . . . . . . AIRMONT P RKWA Y . EDGE OF ASP L T (RT) . EDGE OF SPHAL T (RT AIRMONT P RKWAY . . . . . . . . . . . . . . . . . . . . . . . . EASTBOUND . . . . . . . E GE' OF ASPH L T L T ( EDGE OF' SPHAL T (L T) s HUITTZOLLARS 22 -- _ .. .... ...._._.. _ ..... 22 1500 S. DAIRY ASHFORD, SUaSTBouNo ITE 200 - _ _ _ _ .. OUSTON, TEXAS 77 EXISTIN TOP OF 5" THICK 1 00 496-66 �._ . . . . GROUN 1t. ttNO F) . V E . sriNc CON RETE HIKE _ 20 TOP OF BANK MIN LOW CHORD - 21 5 GR UND AND BIKE PATH AY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 _-SOFT �P�... 00 YR E = 19:5' � * EMMANUEL DE PAU 18 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 82627 ,�to l/CENSF� rc .: - - --- ��t �A ^. . . . . . . . DI T H BOTTOM. ITCH BOTTO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXIST. 24 ". CP. . . . . . Huitt-Zollars Inc.�� Firm Registration No. F-761 16 - ------ EXIST 24 - RCP - . . . . . . . . . . . . . . . . 16 SURVEYED BY: DRAWN BY: -- -- - -- HUITT-ZOLLARS JMH . PROJECT NO: DESIGNED BY: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-1 68-01 JMH 14 . . . . 14 CAD DWG FILE: 1168-PLAN_04.dwg CHECKED BY: EDP -`�""� '-"--"- OWNER/CUENT: CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY 12 .. ....... ..... ..... .... ....... .... ....... ....... 1 2 PORTE, 71 LA TX 577 (281) 4 020 $11.5' fl SHEETTITLE: FAIRMONT PARKWAY PAY LIMI . . . . . . . . . . . . . . . . . . . . . . . . . . . j rrsU ni.F ;Ccn(r . stl.<.!!% . . 10 _. . v 10 SHARED USE PATH C' IR�,S (2) ` i' S INLY ,rK... c�,i' ITTE_.� J}� Gtli'�iiS FAIRMONT PARKWAY 8 ....... ....... ....... .. . .. ....... ....... . ... ..... ....... ....... ....... ....... ....... ....... ....... . ....... ....... ....... ....... ....... a� o�� 8 PLAN --- -_ . ....... STA. 0+00 TO 4+00 DRAWING SCALE SHEET NUMBER 6 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 HORIZ: 1" = 20' 05 OF 49 FOR REDUCED PLANS FAIRMONT PARKWAY STA. 4+00 TO 12+50 T LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR 4SEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567. Data; r Co a. a m CD 0 N Cl) N no 0 co W c- O Q J J 3 VOL. 7089, PG 430 D. R. H. C. T. FAIRMONT PARKWAY STA. 12+50 TO 21 +00 N W. LAJ a4�+ SCALE (1-=50') HORIZ 0 25 50 100 SCALE (1-=50') HORIZ 0 25 50 100 Centerpoint Energy/Electric Facilities (Approved only for crossing underground ductlines, unless otherwise noted.) Valid at time of review only Date: SBC Approved for underground conduit facilities only. Signature valid for one year. Date: CenterPoInt Energy/Gas Facilities (Gas service lines are not shown) ITO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL ' CENTERPOINT AT 713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Flood Control District) RM 020250 Floodplain Reference Mark Number 020250 is a brass disk stamped "RM 020250" on bridge abutment at Fairmont Parkway (Westbound) and Willow Spring Bayou located on the downstream, southeast comer of bridge abutment of westbound lanes, 0.1 mile west of Somerton Street. Elevation 18.91 feet (NAVD 1988, 2001 Adjusted) NOTE 1. SEE SHEET 35 FOR TYPICAL SHARED USE PATH CROSS SECTIONS. 00 HUITEZOLLARS 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 /`•^°°'I Huitt-Zollars Inc. Firm Registration No. F-761 SURVEYED BY: HUITT-ZOLLARS DRAWN BY: JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168_PLAN_05.dwg EDP CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281)471-5020 SHEETTITLE: FAIRMONT PARKWAY SHARED USE PATH I._ STA, 4+00 TO 21 +00 DRAWING SCALE M.-I5Oincyll-ulm FOR REDUCED PLANS HORIZ: 1" = 50' VERT: N/A FAIRMONT PARKWAY STA. 21+00 TO 30+00 AT LEAST 48 HOURS BEFORE EASEMENTS CALL THE LONE S Date: MATCHUNE FAIRMONT PARKWAY STA. 21+00 SEE SHEET 06 r r a 0D O N Cl) N Ei O Cb r 0 g O 1J x 10' HOUSTON LIGH77NG AND POWER Co. COMPANY EASEMENT PIPELINE EASEMENT H.C. C.F. No. L-99JB75 H.C. C.F. No. E417376 O.P.R. R.P. H. C. T. 0. P.R. RP. H. C. T. SCALE (1"=50') HORIZ 0 25 50 100 I SCALE (1`=50') HORIZ 0 25 50 100 Centerpoint Enargy/Electric Facilities (Approved only for crossing underground ductlines, unless otherwise noted.) Valid at time of review only Date: SBC Approved for underground conduit facilities only. Signature wild for one year. Dote: Centerlaoint Energy/Gas Facilities (Gas service lines are not shown) 'TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL ' CENTERPOINT AT 713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Flood Control District) RM 020250 Floodplain Reference Mark Number 020250 is a brass disk stamped "RM 020250" on bridge abutment at Fairmont Parkway (Westbound) and Willow Spring Bayou located on the downstream, southeast comer of bridge abutment of westbound lanes, 0.1 mile west of Somerton Street. Elevation 18.91 feet (NAVD 1988, 2001 Adjusted) NOTE 1. SEE SHEET 35 FOR TYPICAL SHARED USE PATH CROSS SECTIONS. 2. NO WORK SHALL BE DONE ON COASTAL WATER AUTHORITY'S (CWA) RIGHT-OF-WAY IN THE ABSENCE OF CWA'S REPRESENTATIVES UNLESS OTHERWISE AUTHORIZED BY CWA. CONTACT JERRY BERRY AT COASTAL WATER AUTHORITY AT 713-658-9020 TO ARRANGE TO HAVE A CWA REPRESENTATIVE PRESENT. rm HUff ZOLLNPS 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 Huitt-Zollars Inc. Firm Registration No. F-761 SURVEYED HU117-ZOLLARS DRAWN Y JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168_PLAN_06.dwg EDP OWNERICLIENT: CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281) 471-5020 FAIRMONT PARKWAY PLAN STA. 21 +00 TO 38+50 DRAWING SCALE SHEET NUMBER HORIZ: 1" = 50' VERT: N/A FOR REDUCED PLANS FAIRMONT PARKWAY STA. 38+50 TO 47+00 I 0 K r-VVner nrnr-, /A/L- /, JdnA♦/V cA=JICA/T rnvr. F-1v1IJ 1,Gry &-.I . 1v glut_ rvr\ ASPHALT SHARED USE PATH CONC. SHARED USE PATH BEGIN STA 49+35 STA 49+35 END STA 50+30 Date: Centerpoint Energy/Electric Facilities (Approved only for crossing underground ductlines,unless otherwise noted.) Valid at time of review only Date: SBC Approved for underground conduit facilities only. Signature valid for one year. Dote: CenterPoInt Energy/Gas Facilities (Gas service lines are not shown) TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT AT 713-207-7777 BENCHMARK N HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Flood Control District) RM 020220 Floodplain Reference Mark Number020220 is a Harris County Flood Control District aluminum disk stamped "B 109 BM 02" on bridge at Fairmont Parkway (Eastbound) and Spring Gully located on concrete walk on the downstream side at center of bridge of eastbound lanes, 0.5 mile west of Underwood Road. Elevation 23.77 feet (NAVD 1988, 2001 Adjusted) NOTE 1. SEE SHEET 35 FOR TYPICAL SHARED USE PATH CROSS SECTIONS. SCALE (1`=50') HORIZ 2. EXCEPT IN THE CASE OF A BONA FIDE D 25 50 100 EMERGENCY, CONTRACTOR SHALL NOTIFY EXXON MOBIL PIPELINE COMPANY (EMPCO) BY CALLING (281) 925-3890 AT LEAST FORTY-EIGHT HOURS IN ADVANCE OF INITIATING ANY ACTIVITIES WITHIN THE CORRIDORS, AND SHALL GIVE EMPCO THE OPPORTUNITY TO HAVE A REPRESENTATIVE PRESENT. HUITEZOLLARS 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 OF �11 .......... Ci N ;.*..;................... ...:.* / EMMANUEL DE �................................... 82627� it •. Huitt-Zollars Inc. Firm Registration No. F-761 SURVEYED BY: DRAWN BY: HUITT-ZOLLARS JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168_PLAN_07.dwg EDP SCALE (1"=50') OWNER/CLIENT: HORIZ 0 25 50 - WD CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281) 4715020 W c z} SHEETTm.E: 39 is FAIRMONT PARKWAY R SHARED USE PATH a FAIRMONT PARKWAY a PLAN �- STA. 38+50 TO 57+00 DRAWING SCALE I SHEET NUMBER RI = 50' VE' 08 OF 49 VERT: N/A FOR REDUCED PLANS r o. 0 rn O c1 co N R, u 0 co QO O _J J J PRIVATE UTILITY LINES SHOWN CANADA ROAD @ FAIRMONT PARKWAY AT LEAST 48 HOURS BEFORE EXCAVATING TI STREET R.O.W. 67 EASEMENTS CALL THE LONE .STAR NOTIFICATION STREETR.O.W. O . PEDESTRIAN USE ONLY Date: Centerpoint Energy/Electric Facilities WIDE (Approved only for crossing underground ductlines, unless otherwise noted.) Valid at time of review only PROP. 50 L.F. 10' ASPHALT SIDEWALK R5-3 Dote: FAIRMONT PARKWAY PROP. SAFETY b0 24" STRIPE veld for one ground conduit facilities only. Signature Approved SEE SHEET 08 END TREATMENT " 25 L.F. 4 STRIPE (W) (SLD) w3 D11-1 �9 °i .. o z M r� IMIOTOW VEHICLES c (W) (`��) N w ' ;w` w " 12 STRIPE � o � � ' PROP. 52 L.F. 6 WIDE Date: Cents Point Energy/Gas Facilities (Gda aerviae Ilnea era not shown) BEGIN STA. 49+10.42 n I N ri PROP. 93 L.F. 6' WIDE ASP LT SIDEWALK W) (S�) N CONC. SIDEWALK W/ 5 L.F. 4" STRIPE (W) (SLD) Qpo I I a A a DETECTABLE WARNING TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT AT 713-207-7777 BENCHMARK A 1 BIKE ®� ' W A N STRIP (TYP) A R N v N 6' N N —o —_� N HARRIS COUNTY FLOODPLAIN REFERENCE MARKS 25 L.F. 4 �1 )Ill( N w (Data by Harris County Flood Control District) STRIPE (W) (SLD) STA, 49+47.42 '. - - (0 2 w N N b�'$Top. S1 N 23.04 ti RM 020220 BEGIN 0/S 9.0 L f j IO O INLET Floodain Reference Mark Number 020220 is a Harris "B D11-1 ... ... ,..... N N G NN CountyFlood Control District aluminum disk stamped L � R7 le >. N , _. 12 STRIPE a N N N N g NN "n 109 BM 02" on bridge at Fairmont Parkway (Eastbound) and Spring Gully located on concrete walk on the coQQp z D11-1 1 0 (W) ($LD), N - N N V CONCRETE PAVEMENT downstream side at center of bridge of eastbound lanes, ' BIKE ROUTE 1 �� � PROP. 54 L.F.� �. 0.5 mile west of Underwood Road. BIKE ROUTS Q1 ^ �1 M7-2G 1 O'� _WI�E CONCH 12'� IST�`RIPE Q Elevation 23.77 feet (NAND 1988, 2001 Adjusted) 5 L.F. SIDEWALK (W) (S�) 24" STRIPE 0 o Q W M7-2G " 4 STRIPE ( A N N (W) (`) NOTE a to N " 25 L.F. 4 STRIPE (W) (SLD) (W) (SLD) I W N PREP 2 X 18 A 8 Q �� 1. SEE SHEET 35 FOR TYPICAL SHARED USE PATH CROSS SECTIONS. o BEGIN STA. 49+59.42 ( h o RCf N U VERT >A^ z SCALE (, =20> wa 41 ri .� ; �' � � O Z a LAn S. NN Q U HORIZ O 10 z0 ao 2. EXCEPT IN THE CASE OF A BONA FIDE EMERGENCY, CONTRACTOR SHALL NOTIFY 12 STRIPS Wu _ to I W ° p PRO SAFETY (W) (SLD) NM o EXXON MOBIL PIPELINE COMPANY (EMPCO) BY CALLING 925-3890 AT LEAST 1 END EATMENT Eil (281) IS FORTY-EIGHT HOURS IN ADVANCE OF m o INITIATING ANY ACTIVITIES WITHIN THE i RI HT OF WAY N N N Nw Nw CORRIDORS, AND SHALL GIVE EMPCO THE PROP. 10 WIDE e w 2 mg �� ace OPPORTUNITY TO HAVE A REPRESENTATIVE ASPHALT SHARED I N o N PRESENT. USE PATH 14' U 2 g N Z 3. SIGNALIZED INTERSECTION 1 9' Q OV U Is- } 3 } p =O N 4. PEDESTRIAN LIGHTS ARE PROPOSED AS i pp Y N x u, SHOWN. REFER TO SHEETS ## FOR SIGNAL NOTIFICATIONS. 10' SHARED USE 4' - _ 1— _ N n PATH EASEMENT z Q Q w 4` a m Q Q a w N O.P.R.R.P.H. C. T. PROP. 52 L.F. W WIDE 250' ROW CONC. SIDEWALK FAIRMONT PARKWAY _ SEE SHEET 08 32 ..... ....... ....... .... ... ..... ....... .. .... ....... . ....... ....... . ..... ...... . ....... . . ..... ...... ....... 32 REV DESCRIPTION APP DATE .................. .... .. ...... .. ... ... HUITEZOLLARS 30 . ..... .... .. ....... ....... ....... ....... ....... ....... ...... ....... . ..... ....... . ..... . . . 30 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 .... ....... ... ....... ....... ....... .... .. .... ....... 28 i 28 cP� A Tn Dt+1 r * *�, . . . . . . . . . . . . . . . . EMMANUEI DE PAU 44 26 . ..... . ..... .... .... ....... ....... ....... ....... . .... ... ... . ..... ....... ....... ....... ....... . .. .. ....... .... .. .. 10 82627 10 ,�1j�o �CENS.�`�"—� tttj"bNAL E .. Huitt-Zollars Inc. 24 . . ..... . . .. . . . . . . . . . . . . . . . . . . . . . . .. .. .. _ ..... FA IRA . . . . (ON T . . . . . . . . . . . . .... ....... . . . . . . . ...... ....... . . . . . . . 24 Firm Registration No. F-761 SURVEYED BY: DRAWN BY: AIRMONT PROP. ASPHA T PAR W WAY PR CONC.. �` — - -- HUITf-ZOLLARS JMH ARKWAY SID WALK7 N I PROJECT NO: DESIGNED BY: E STING EL=2 .S1 EASTBOUND . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 02-1168-01 JMH PROP. CONC.. �� . . CAD DWG FILE: CHECKED BY: 22 ..... IDEWALK ..... . .. ... .. .... Za 1168 PLAN 08 dwg _ _ , EDP CITY OF LA PORTE PROP. ASPHALT SIDEWALK . ...... . x XISTING GRO ND . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . KW 604 AY , 20 20 LA PO 7 R)T TX 77571 ( 281 4 0 -- PROP. GROUND .. . ....... ....... ....... . .. ... . ....... . .. — ....... . ---- -- -- ---- -- FAIRMONT PARKWAY 18 ., 18 SHADED USE PATH P P._ 2=t8 __ _ ___ __EA ...... ....... ....... ....... ....... ....... ....RCP CULVERT 1 . . . . . . . . . . . . . . . . .EXIS 7, 30." RCP . ....... ...... .. . ...... .. ....... ....... ..... . ....... ....... 16 FAIRMONT PARKWAY . .. . . . . . . . . . . . . . . . . . PLAN ..... ....... .. SEC ON - .... . .... .. .... . .... DRAWING SCALE SHEET NUMBER 14 14 HORIZ:1" = 20' Ork OF ACh VERT: 1" = 2' FOR REDUCED PLANS FAIRMONT PARKWAY STA. 57+00 TO 63+50 AT LEAST 48 HOURS Dote: -1 L O L 1/L1wni 0 PROP 6 L.F. CONC WINGWALL O FAIRMONT PARKWAY a (EAST BOUND) ASPHALTPAVEMENT - x23,21 PROP.. END 250 L.F.- o N METAL BEAM GUARD FENCE 23.D STA. 59+57.38, O/S 5.86, L PROP. 250 L.F. METAL BEAM GUARD FENCE SEE SHEET 36 FOR DETAILS DITCH BOTTOM -RIGRT70F WA Y PROPOSED L.F. 10' WIDE CONC. SH USE PATH BE IN S 59+04 END STA. 63 4" STRIPE (Y) (SLD) 18.85 18.64 n i-a00-537-5?00 REMOVE EXIST.7 WIRE FEN (WIDTH OF PA 9 ' 2 .7. PARCEL 2 - BA YPORT PIPELINE PROP. E 46x Di . „ STA:Ex58+ 2'. - - 8 CORRIDOR 10 - SEGMENT 1 H. C. C. F. No. R930138 20.05 "BUCKEYE"- .z20. 5'-- x 866-285-4796 C3 n O.P.RR.P.H.C.T. 20 5 " "EXXON' o _ 4 STRIPE (W) (S 6 N O -------------- --- - - - 3 00 5_+50, 58 00 v FFF �- ol PROP. BEGIN STRIPING 1 STA. 58+12.87 a 00 Z�Z Q 10' SHARED USE PA TH z EASEMENT 4" STRIPE a H C. C. F.------- 4" O.P.R.R.P.H. C. T. EXIST 236 ACRES REGIONAL DETENTION POND H.C.F. C.D. NO. B509-03-00 H C. C.F. NO. X202178 H.C. D.R. 50' 10'SHARED DE � J CLEARANCE USE PATH TYPICAL CLEARANCE SECTION SCALE: NIS PROP. BEGIN 150 L.F. GUARDRAIL STA. 59+62.29, O/S 5.17, L PROP. 150 L.F. GUARDRAIL ® 7'-2" O.C. MAX RE: COMBINATION RAIL DETAILS ON 21.47 SHEET 39 FOR DETAILS. 21. N.71 21.68 2 1 f 24.06 O. CONCRETE BARRIER &'CURB �4-PBT( DO co PROP. BEGIN STRIPING c �+r " CON ETE ��[� 14�e SIDEWALK CONCRETE D (A OU Ily1F 7 CONCRETE 23.37 STA. 60+89.10 23.28 x ASPHALT PAVEMENT �V_ u�t APPR ACH + - E WIDTH ++APPROACH - - SECTION THROUGH 3A8 2321 RAILPOST/39 (TYP) ° PROP. END 150 3.,, -STA. 60+97.98, LF. GUARDRAIL 0/�.1?0. 7, L1/1 23.2 ;.\ 60 QQ CONCRETE BARRI &WALK W/CURB 60t5Q ^ „ ► . 21.5 0 21.27 38 '� GUARDRAIL " 21.31 1.1 R12' y 21• 21.52 MATCHBRCF SIDEWA s o.C. 4 STRIPE \ GRADE WIDTH tVN !cl nN , ;OP. END STRI 'A. 59+47.50 (SLD) x20.11 ALUMINUM pISK REFEREN RM 020220 - ELEV. 23.; 1 9 1 STAMPING: B log BM 02 � - ' 1 ' 2% SLO 5.39 rl�7 3B. G.M.P. 30' _= . N%9+09.04 X 1 ENCE =-79 7.02 I' OVE XIST. ROP. 50 L.F. 1 WIDE , WIRE NCE �� 30 - HAR PA (WI TH OF ATH) A: 59+9 a o exxon hu0c C-F 20.31EASEMENT exxan H. C. C.F. O�BEGIN STRIPI G STA. 61 +81. 4 BEGIN 25 L.F. ( o 10' WIDE (ONC. I 20.85 m SHARED USE ATH .END 824 LF. 10' DIVIDE � 779 I BEGIN STA. 6 -93 CONC. SHARED USE PATH STA. 58+54 10' SHARED US R1 IlePA TH EASEMENT H. C. C. F. ---- -- O. P. R. R. P.H.C. T. EL .5 REMO EXIST. 0 WIR FENCE (WIDTH 0 PATH) E.FP9T 85' DRAINAGEI FEE I I EXISIT 85' DRAINAGE FEE H.0..F.C.D. UNIT NO. B10 -00-00 7,94 H.C.F.C. . UNIT NO. 8109-00-00 H. C. C. F. NO. ✓818873, r. C. D.R. H.C. C. F.I NO. K529267, H. C. D.R. UTLIMATE 170' DR I INAGE EASEMENT I I 2' P ED 59 L.F. 10' WIDE ONC. HARED USE PATH - 4" S E BEGIN STA. 60+83 alzoz (S�) END STA. 61+42 1a.a3 *18.33 DITCH BOTTOM RIGHT OF WAY 1 I SCALE (1:20) HORIZ 0 10 20 40 2 ,,B 1 STA. 61+43.52 111.82 20.13 PROP. 51 L.F. 10' WIDE 50' EXXON PIPELINE Co. EASEMENT T:61+ 9.o1 ASPHAL SHARED USE xR;TH H.C.C.F. No. E087645 20.83 61+42 O.P.R.R.P.H.C. T. 20.5 - 2DT 1+GH OF W--A Y No. 2 - ' [N OPE 20.54 55 I _rv�--�:-20`MAX-���rr-� 0.51 P 20.35 , 2 5 ( PROP. END STRIPING 2 /4rP STA_62+49.88-- �c�ofI,�q Q. 2L09E�7ER POL L 96I2c m ) v F ZOAK v 6�K N 6" OAt Q) !� O to W V� Z } 0 62 0 63+00 -�- W ° V 63' < 4J Z' 5% MAX SLOPE 5 W (� EL=21.4 25.91_ 23.864 2 yWy� OAK 30 Q (� 4" TRIPE (W) (SLD) `/' )o g 1- X 21.21 -- "'N a' OAK 21.20 6" OAK r� - - - - - - - - - - - - - - - .I lTr/77ir� rr7rririiriirfiri?i5ri6irrm�. ILi ONE-STORY BRICK BUILDING I 4i Z oV� RESTRICTED RESERVE 9" REPLAT BA YPORT NORTH INDUSTRIAL PARK PARTIAL REPLAT No. 1 f FILM CODE No. 516298 M.R.H. C. T. I :z^rs mPi-�.3 +1/�tr Est Or ..BSI zV O 9r J'Li (L) Yc Centerpoint Enargy/Electric Facilities (Aqppproved only for crossing underground ductlines, unless otherwise noted.) Vdild at time of review only Date: SBC Approved for underground conduit facilities only. Signature valid for one year. Date: CentarPoint Energy/Gas Facilities (Gas service lines are not shown) TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT AT 713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Flood Control District) RM 020220 Floodplain Reference Mark Number 020220 is a Harris County Flood Control District aluminum disk stamped "B 109 BM 02" on bridge at Fairmont Parkway (Eastbound) and Spring Gully located on concrete walk on the downstream side at center of bridge of eastbound lanes, 0.5 mile west of Underwood Road. Elevation 23.77 feet (NAVD 1988, 2001 Adjusted) NOTE 1. SEE SHEET 35 FOR TYPICAL SHARED USE PATH CROSS SECTIONS. 2. EXCEPT IN THE CASE OF A BONA FIDE EMERGENCY, CONTRACTOR SHALL NOTIFY EXXON MOBIL PIPELINE COMPANY (EMPCO) BY CALLING (281) 925-3890 AT LEAST FORTY-EIGHT HOURS IN ADVANCE OF INITIATING ANY ACTIVITIES WITHIN THE CORRIDORS, AND SHALL GIVE EMPCO THE OPPORTUNITY TO HAVE A REPRESENTATIVE PRESENT. HUITT~ZOLLARS 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 OF jc,iil 44 EMMANUEL DE PA 82627 gCXtHuitt-Zollars Inc. Firm Registration No. F-761 SURVEYED BY: DRAWN BY: HUITT-ZOLLARS JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: 1168fCHECKED BY. PLAN-PLANEDP OWNERlCLIENT: CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281)471-5020 FAIRMONT PARKWAY SHARED USE PATH FAIRMONT PARKWAY PLAN STA. 57+00 TO 63+50 DRAWING SCALE SHEET NUMBER R =20' VE1 O OF 49 VERT: N NIA 3 FOR REDUCED PLANS 3 to FAIRMONT PARKWAY STA. 63+50 TO 73+00 BEFORE EXCAVATING IN STREET O W � Z :3 e 39 � H �5 tL u 0 T 0 in 0 N s USE PATH �l N W � I SCALE (1-=50') HORIZ 0 25 50 100 Date: Centerpoint Energy/Electric Facilities (Approved only for crossing underground ductlines, unless otherwise noted.) Valid at time of review only Date: SBC Approved for underground conduit facilities only. Signature valid for one year. Date: CenterPoint Energy/Gas Facilities (Gas service lines are not shown) ITO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT AT713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Flood Control District) RM 020220 Floodplain Reference Mark Number 020220 is a Harris County Flood Control District aluminum disk stamped "B 109 BM 02" on bridge at Fairmont Parkway (Eastbound) and Spring Gully located on concrete walk on the downstream side at center of bridge of eastbound lanes, 0.5 mile west of Underwood Road. Elevation 23.77 feet (NAVD 1988, 2001 Adjusted) 3^PATH CROSS SECTIONS. t I NOTE 12• STRI (w)(SLD)(TYP) 1. SEE SHEET 35 FOR TYPICAL SHARED USE 6*0 BOLLARD Vo BOLLARD s Elul ► In 1121 oil] r 50' LA SCAPE EASE NT 10' 50' XXON o PIPE EASEMENT18, V �10' INDE SHARED CLEARANCE USE PATH aCa► Lei wixot Iwi 000107 SCALE (1-=50') HORIZ 0 25 50 100 HUITEZOUARS 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 Huitt-Zollars Inc. Firm Registration No. F-761 SURVEYED BY: HUITT-ZOLLARS DRAWN BY: JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168_PLAN_10.dwg EDP CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281)471-5020 FAIRMONT PARKWAY SHARED USE PATH FAIRMONT PARKWAY PLAN STA. 63+50 TO 83+50 DRAWING SCALE I SHEET NUMBER HORIZ: 1" = 50' VERT: N/A 11 OF 49 Illy-OW-1 Mk- FAIRMONT PARKWAY STA. 83+00 TO 92+50 BEFORE EXCAVATING IN LONE STAR NOTIFICATI Date: W, W Mi N Z e 39 6 LL CONC. SHARED USE PATH a NiN FAIRMONT PARKWAY STA. 92+50 TO 101+50 „B» 4L PARK # 094 I SCALE (1-=50') HORIZ 0 25 50 100 50' '\-10' WIDE SHARED CLEARANCE USE PATH V1' as4► 101 SCALE (1-=50') HORIZ 0 25 50 100 Centerpoint Energy/Electric Facilities (Approved only for crossing underground ductlines, unless otherwise noted.) Valid at time of review only Date: SBC Approved for underground conduit facilities only. Signature wild for one year. Date: CenterPoint Energy/Gas Facilities (Gas service lines are not shown) 'TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL ' CENTERPOINT AT 713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Flood Control District) RM 020220 Floodplain Reference Mark Number 020220 is a Harris County Flood Control District aluminum disk stamped "B 109 BM 02" on bridge at Fairmont Parkway (Eastbound) and Spring Gully located on concrete walk on the downstream side at center of bridge of eastbound lanes, 0.5 mile west of Underwood Road. Elevation 23.77 feet (NAVD 1988, 2001 Adjusted) NOTE 1. SEE SHEET 35 FOR TYPICAL SHARED USE PATH CROSS SECTIONS. 2. CONTRACTOR TO COORDINATE WITH THE PARKS DIRECTOR OF THE CITY OF LA PORTE TO ADJUST SHARED USE PATH AS NECESSARY TO PRESERVE TREES DEEMED VALUABLE TO THE CITY. MINIMUM RADIUS 35' FOR CURVES UNLESS OTHERWISE DIRECTED BY ENGINEER. HUITEZOLLARS 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 OF t .'.A .............................. EMMANUEL DE PAU Q'.. 82627 . k .aa. 1 L . Huitt-Zollars Inc. Firm Registration No. F-761 SURVEYED BY: HUITT-ZOLLARS DRAWN BY: JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168—PLAN_11.dwg EDP CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281)471-5020 FAIRMONT PARKWAY SHARED USE PATH FAIRMONT PARKWAY a Ci STA, 83+00 TO 101 +50 DRAWING SCALE HORIZ:1" = 50' VERT: N/A SHEET NUMBER 12 OF 49 FOR REDUCED PLANS FAIRMONT PARKWAY STA. 101 +50 TO 111 +50 EXCAVATING IN STREET R.O.W. OR STAR NOTIFICATION 713-223-4567. a— PROP. 10' WIDE CONC. SHARED USE PATH SEE BOLLARD DE MALONE DR W N W FAIRMONT PARKWAY STA. 111 +50 TO 121 +50 I SCALE (1'=50') HORIZ 0 25 50 100 M W �; r a� I.- r 50' LA SCAPE EASE NIT a 10 50XXON I o PIPE;.:T; EASEMENT is<'' .11';. `18$IV / " 1 WIDE SH i �// SHARED CLEARANCE USE PATH SCALE (1`=50') HORIZ 0 25 50 100 Date: Canterpolnt Energy/Electric Facilities (Approved only for crossing underground ductlines, unless otherwise noted.) Valid at time of review only Dote: SBC Approved for underground conduit facilities only. Signature valid for one year. Date: CenterPOint Energy/Gas Facilities (Gas service lines are not shown) TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT AT 713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Flood Control District) RM 020170 Floodplain Reference Mark Number 020170 is a Harris County Flood Control District aluminum disk stamped "B 106 BM 02" on bridge at Fairmont Parkway (Eastbound) and Bid Island Slough located on concrete walk on the downstream side at center of bridge of eastbound lanes, 0.65 mile west of Underwood Road. Elevation 21.25 feet (NAVD 1988, 2001 Adjusted) NOTE 1. SEE SHEET 35 FOR TYPICAL SHARED USE PATH CROSS SECTIONS. 2. CONTRACTOR TO COORDINATE WITH THE PARKS DIRECTOR OF THE CITY OF LA PORTE TO ADJUST SHARED USE PATH AS NECESSARY TO PRESERVE TREES DEEMED VALUABLE TO THE CITY. MINIMUM RADIUS 35' FOR CURVES UNLESS OTHERWISE DIRECTED BY ENGINEER. DATE HUITEZOLLARS 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 'tI r: .U..:« ...............:............. EMMANUEL DE PA o'•. 82627 :n- Huitt-Zollars Inc. Firm Registration No. F-761 SURVEYED BY: HUITT-ZOLLARS DRAWN BY: JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168_PLAN_12.dwg EDP CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281) 471-5020 FAIRMONT PARKWAY SHARED USE PATH FAIR-MONT PARKWAY e \ STA. 101 +50 TO 121 +50 DRAWING SCALE SHEET NUMBER HORIZ:=50' VE1 3 OF 49 VERT:N NIA 1 FOR REDUCED PLANS FAIRMONT PARKWAY STA. 121+50 TO 127+50 AT LEAST 48 HOURS BEFORE EXCAVATING IN EASEMENTS CALL THE LONE STAR NOTIFICATU 10 a N ui CD N M N 6 u BW1-1L 0 Q PROP. BEGIN 150 L.F. GUARDRAIL STA. 123+31.03, O/S 5.26, L PROP CONC WINGWALL 4" STRIPE (W) (SLD) BEGIN STA. 123+25.70, 0 5.67, L 20.8 END 21.04 B / A. 123+31.03, 0 5.26, L 20.53TC _ 20. 21, 20 20.02 r`"` 20. 6G- 0. ';CONCRETE BARRIER & CURB 4 0.520 20 PROP. 150 L.F. GUARDRAIL ® 7'-2" O.C. MAX co RE:, COMBINATION RAIL DETAILS ON 20.27 V CON TE 20.56 .'�.L� •{"��"��� cc/�p C ETE 2 x PROP. i+�D 250 L.F. APP MCH CONCSWEETE Ut 9m(FORANDETAILS. AP MOACH METAL BEAM GUARD FENCE -,,SECTION THROUGH 20,03'TA. 123+26.21, /S 6.00, L �H sa� 20.3 O.eJG 20.36 :. RAILPOST 39 (TYP) 20.52G �20,g1 20 GUARD 19,92 20.97 ass 12j+50. 124+Q@ICRETE'BARRIER & WALK /CURB ` 124+50 _ -125+0 _ 19.76.E .jRAIL x°----°- 27si, I9.52_... r+__,:Si -�`� • , SAP RE I 18.26 15.38 TOP Of16.33 15.66 METAL BE M nA 972 R12 20. y BRIDGE BENEXI J�6GUAR0 AdL D,6, o SEE SA 36 FOR ETAILS 18.56 23 SOLAR ROP. E ST,RpIPIN®ER CAP) ® 7-d O.C. ,3, e 19.07 ON MTL. PO TA• 12 28.48 MONITORING - EARLY WAR G MONITORING ALUMINUM DISK REFERENCE MARKER i4.61 14.5955 ,8.63 EARLY BOX RM 020170 - ELEV 21.25'(21,25') p 4 COUNTY" SIGN STAMPING: a 106 SM 02 S 1 -54 7�� -_- 15.34 IGN 15.36 15,05 4" 7STIP 3�Y) LD) � PROP. 60 L.F. 10''WIDE o 16.92 ti CONC. SHARED USE PATI4 � .� tGIV ,5.74 ^� BEGIN STA. 122+68 PROP. 64 L.F 1IO WIDE 1 6.,2 �5. R30 'I END STA. 123+ CONC. SHARED SE PATH 16.47 R GHT OF WAY ,7,°B BEGIN STA. 125+04 2 472338 B -END-ST_ 5+68 -- - ?.$1 N f x-0.97 r . P. BEG -seal --- - pR6 IGiem ON ELINE Co. EASEMENT 9' 122+7 exxon --- -AS Et R ATU 1, - - - _0exxon 2C exxon equ r I• -' n 1GCCJJ --- . 106 star = - - PRO = 7 • >.� equ s or GIN STA. 122+17 _PA -042 PROP. END STRIPING 4' 17,14 STA. 122+68buak -,., bu_ eye - - - - STA.. _ bua - - - - - k - 10 SHARED EPA TH - -- 0' 7 eA49SCA-- -E REQ --- --- --- FILM CODE No. 625094 ASEMENT H. C. C. F ____ M.R.H. C. T. C. C.F. O. P.R. R H.C. T. ------ 12.60 SIGN - EXXO .Y7 .'ip. MARKER •R R. A�.T 1.85 st E3 -p I + _! M SIN - NO THE - - � 7.48 14.00 CV ,B.,2 OP. EN f8 L.F. 10 WI E W W ia.03 + 8 NC. SHA ED PATH = P OP. BEGIN 16 1 L.F. 1 DE- 0 W to 0 T: 1 U H NT iF1 G 85S A. 122+1 50 CONC. SHARED USE ATH 0 a.0.80 00 STA. 126 18 N 12' EMOVE EX TING I 50 0 �EMOVE EXISTI G ATE/FENCI G ` Z I GATE/FENCIN f 8.97 8.54 " < 4 STRI E (Y) SLD) Ito o IL fn M " 10' SHARE USE PA TH N m 10' SHARED USE PATH W_ W W 4 STRIPE EASEMENT C! EA MENT N 0 (W) (SLD) H. C. C. F. -- ---- \ m EH C C.F.------- LLI > O.P.R.R.P.H.T. H. C. T. O.P R.R. P. -- Z - � m i 6.93 a \ p 4" STRIPE (Y) (S ) W 3.26 4.91 8.99 0 < 0 4" STRIPE (W) (SLD <F Lq a 10' SHARED USE PA TH V W •1-: EASEMENT H.C.C.F. W 5.13 1.56 O.P. R. R. P. H. C. T. W o x 19.85 10,27 PROP. BEGIN STRIPING o 2029 STA. 121 +60.46 ) RESTRICTED RESERVE 'C" BAYPORT NORTH INDUSTRIAL PARK // FILM CODE No. 625094 M.R.H. C. T. EXIST 2"30' DRAWGE FE !C.F.C.D. UNIT NO. 106-0i H. C. C. F. NO. D239 QO, H.C. 2.76 50' SCALE (1"=20') HORIZ 0 10 20 40 PROP. END 150 L.F. GUARDRAIL STA. 125+20.63, O/S 10.79, L 20,10 20.56 ASPHALT PAVEMENT O A x FAIRMONT PARKWAY Ix, PROP." BEGIN STRIPING STA 1 +2096 „20.31 cV pi9.73 2* 4" STRIP (Y) (SLD) `"TRAFFIC SIGNAL AHEAD" SIGN F- 30 RCP=14,14 PT:1O 7.92 n.6s n.as 55 4. 17.54 14.14 16.93 17.1 +'77, 4 7.82 - NO A t NO >s1rtANG 25' R30' i x 19.37 10' SHARED USE PA TH EASEMENT C.C.F.------- .P.R.R.P.H. C. T. x 20.09 16.93 r 147 - DITCH RIGHT OF WA Y 20.66 x 20.42 16.79 14.88 _�16as P-ROFiVEND STRIPING STA,025+65.43.74 i 8.30 � `^ 50' EXXON PIPELINE Co. EASEMENT PIPELINE LOCATIONS H.C. C.F. No. E087645 bucko UNKNOWN O.P. R. R.P. H. C. T. -_ (RIGHT OF WA Y No. 2) BEGIN STRIPING 126+20.25 50' EXXON PIPELINE COMPANY EASEMENT (PARCEL 1 TRACT 4) H. C.C.F. No. T671027, 0. P. R.R. P.H.C. T. (MUST CROSS A T JO- OR GREA TER) + 04 w O w�e- Z tip D 12, �a H PROP. END STRIPING STA. 127+15.21 at ,c 49.366 ACRES TO. - NO TSUOH DEVELOPMENT CORPORATION H. C. C.F. No. 20080480467 o O.P. R.R.P. H. C. T. CL r.�is cc •I,n�� a � >� I ,� �Isl�Li HP3'1" 1.: ,17r '�vThci'v Date: Centerpoint Energy/Electric Facilities (Approved only for crossing underground ductlines, unless otherwise noted.) Valid at time of review only Data: SBC Approved for underground conduit facilities only. Signature wild for one year. Date: CenterPoint Energy/Gas Facilities (Gas service lines are not shown) TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT AT 713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Flood Control District) RM 020170 Floodplain Reference Mark Number 020170 is a Harris County Flood Control District aluminum disk stamped "B 106 BM 02" on bridge at Fairmont Parkway (Eastbound) and Bid Island Slough located on concrete walk on the downstream side at center of bridge of eastbound lanes, 0.65 mile west of Underwood Road. Elevation 21.25 feet (NAVD 1988, 2001 Adjusted) NOTE 1. SEE SHEET 35 FOR TYPICAL SHARED USE PATH CROSS SECTIONS. 2. EXCEPT IN THE CASE OF A BONA FIDE EMERGENCY, CONTRACTOR SHALL NOTIFY EXXON MOBIL PIPELINE COMPANY (EMPCO) BY CALLING (281) 925-3890 AT LEAST FORTY-EIGHT HOURS IN ADVANCE OF INITIATING ANY ACTIVITIES WITHIN THE CORRIDORS, AND SHALL GIVE EMPCO THE OPPORTUNITY TO HAVE A REPRESENTATIVE PRESENT. 3. CONTRACTOR TO COORDINATE WITH THE PARKS DIRECTOR OF THE CITY OF LA PORTE TO ADJUST SHARED USE PATH AS NECESSARY TO PRESERVE TREES DEEMED VALUABLE TO THE CITY. MINIMUM RADIUS 35' FOR CURVES UNLESS OTHERWISE DIRECTED BY ENGINEER. HUITEZOLLARS 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 OFof T�11 .................... .� A EMMANUEL DE PAU / �.............82627 ............go Q. / 0". /CENS' 44 t� Hu" tt-Zollars Inc. Firm Registration No. F-761 SURVEYED BY: DRAWN BY: HUITT-ZOLLARS JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168-PLAN-13.dwg EDP OWNER/CUENT: CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281) 471-5020 FAIRMONT PARKWAY SHARED USE PATH FAIRMONT PARKWAY PLAN STA. 121 +50 TO 127+50 DRAWING SCALE SHEET NUMBER R = 20' VE1 4 QF 49 VERT: N N/A FOR REDUCED PLANS FAIRMONT PARKWAY STA. 127+50 TO 138+50 AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567. Date: t O 0 N O g J 0 x W- W— �3 4I �a I- 99 LL 410 Z(� :3 �a W AT 'jTfA_%_W--AWW rRVr. 1 VJ L.F. 1 V ____ 11 ' <} v) EASEMENT BEGIN STA. 142+26 M.R.H.C.T. m z H.C.C.F _______ END STA. 143+31 USE PATH O.P.R. R.P. H. C. T. SCALE (1'=50') HORIZ Q 0 25 50 100 SCALE (1-=50') HORIZ MENq 0 25 50 100 Centerpoint Energy/Electric Facilities (Approved only for crossing underground ductilnes, unless otherwise noted.) Valid at time of review only Date: SEC Approved for underground conduit facilities only. Signature valid for one year. Date: CenterPolnt Energy/Gas Facilities (Gas service lines are not shown) 'TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL ' CENTERPOINT AT 713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Flood Control District) RM 020170 Floodplain Reference Mark Number 020170 is a Hams County Flood Control District aluminum disk stamped "B 106 BM 02" on bridge at Fairmont Parkway (Eastbound) and Bid Island Slough located on concrete walk on the downstream side at center of bridge of eastbound lanes, 0.65 mile west of Underwood Road. Elevation 21.25 feet (NAVD 1988, 2001 Adjusted) NOTE 1. SEE SHEET 35 FOR TYPICAL SHARED USE PATH CROSS SECTIONS. 2. EXCEPT IN THE CASE OF A BONA FIDE EMERGENCY, CONTRACTOR SHALL NOTIFY EXXON MOBIL PIPELINE COMPANY (EMPCO) BY CALLING (281) 925-3890 AT LEAST FORTY-EIGHT HOURS IN ADVANCE OF INITIATING ANY ACTIVITIES WITHIN THE CORRIDORS, AND SHALL GIVE;EMPCO THE OPPORTUNITY TO HAVE A REPRESENTATIVE PRESENT. DATE HUITF~ZOLLARS 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 OF •.i A EMMANUEL DE PAU �.....:................. 82627 •.<iCENSF ® Huitt-Zollars Inc. Firm Registration No. F-761 SURVEYED BY: DRAWN BY: HUITT-ZOLLARS JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168_PLAN_14.dwg EDP OWNER/CLIENT: CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281) 471-5020 FAIRMONT PARKWAY SHARED USE PATH FAIRMONT PARKWAY 101Z, STA, 127+50 TO 149+80 DRAWING SCALE SHEET NUMBER HORIZ: 1" = 50' OF 49 VERT: N/A 115 FOR REDUCED PLANS FAIRMONT PARKWAY 149+80 TO 161+30 BEFORE EXCAVATING IN STREET R.O.W. OR LONE STAR NOTIFICATION 713-223-4567. Date: ad IL n. 10 N 9 0) O N M N 0 W W '— Z -1011111WLs111I! m I`:is s SCALE (1-=50') JIORIZ 0 25 50 100 Centerpoint Energy/Electric Facilities (Approved only for crossing underground ductlines, unless otherwise noted.) Valid at time of review only Date: SBC Approved for underground conduit facilities only. Signature valid for one year. Date: CenterPclnt Energy/Gas Facilities (Gas service lines are not shown) 'TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL I CENTERPOINT AT 713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Flood Control District) RM 020170 Floodplain Reference Mark Number 020170 is a Harris County Flood Control District aluminum disk stamped "B 106 BM 02" on bridge at Fairmont Parkway (Eastbound) and Bid Island Slough located on concrete walk on the downstream side at center of bridge of eastbound lanes, 0.65 mile west of Underwood Road. Elevation 21.25 feet (NAVD 1988, 2001 Adjusted) NOTE 1. SEE SHEET 35 FOR TYPICAL SHARED USE PATH CROSS SECTIONS. APPI DATE HUff AAJNES 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 . oAf�r ++i EMMANUEL DE PAU Huitt-Zollars Inc. Firm Registration No. F-761 URVEYED BY: SHU117-ZOLLARS DRAWN Y JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168_PLAN-15.dwg EDP 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281)471-5020 FAIRMONT PARKWAY p { STA. 149+80 TO 172+30 DRAWING SCALE SHEET NUMBER R VE= 50' 1 6 OF VERT: N/A FOR REDUCED PLANS FAIRMONT PARKWAY STA. 172+30 TO 183+80 AT LEAST 48 Date: f 0 OD N 0 in a J J O.P.R.R.RMC. T. FAIRMONT PARKWAY STA. 183+80 TO 194+80 SCALE (1-=50') HORIZ 0 25 50 100 SCALE (1-=50') HORIZ 0 25 50 100 Centarpoint Energy/Electric Facilities (Approved only for crossing underground ductlines, unless otherwise noted.) Valid at time of review only Date: SBC Approved for underground conduit facilities only. Signature valid for one year. Date: CenterPoint Energy/Gas Facilities (Gas service lines are not shown) ITO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT AT 713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Flood Control District) RM 020170 Floodplain Reference Mark Number 020170 is a Harris County Flood Control District aluminum disk stamped "B 106 BM 02" on bridge at Fairmont Parkway (Eastbound) and Bid Island Slough located on concrete walk on the downstream side at center of bridge of eastbound lanes, 0.65 mile west of Underwood Road. Elevation 21.25 feet (NAVD 1988, 2001 Adjusted) NOTE 1. SEE SHEET 35 FOR TYPICAL SHARED USE PATH CROSS SECTIONS. 2. EXCEPT IN THE CASE OF A BONA FIDE EMERGENCY, CONTRACTOR SHALL NOTIFY EXXON MOBIL PIPELINE COMPANY (EMPCO) BY CALLING (281) 925-3890 AT LEAST FORTY-EIGHT HOURS IN ADVANCE OF INITIATING ANY ACTIVITIES WITHIN THE CORRIDORS, AND SHALL GIVE EMPCO THE OPPORTUNITY TO HAVE A REPRESENTATIVE PRESENT. HUITEZOLLARS 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 Firm Registration No. F-761 SURVEYED BY: HUITT-ZOLLARS DRAWN BY: JMH PROJECT NO: DESIGNED BY: 68-01 JMH ODDWG F BY: 1168_PLAN_16.dwg EDP CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281)471-5020 SHEETTITLE: FAIRMONT PARKWAY SHARED USE PATH FAIRMONT PARKWAY PLAN STA. 172+30 TO 194+80 DRAWING SCALE SHEET NUMBER HORIZ:= 50' VE1170F49 VERT:NIA FOR REDUCED PLANS FAIRMONT PARKWAY STA. 194+80 TO 206+05 Date: a N tfJ 61 O cl co N O 'o d) 19 a a 3 v, ti �I Z g a. cc W z g a. 0 0 3 L (6 a n. DO m 0 0 ao CID g J O x FILM CUUL No. tiZ4U45 M.R. H. C. T. 50' SCREENING SETBACK ORDINANCE No. 2000—IDA-34 CITY OF LAPORTE U.Y.M.M.H.H.U. /. USE PATH M.11. ".U.1. FAIRMONT PARKWAY STA. 206+05 TO 217+30 UNRESTRICTED RESERVE 'A" GOOD YEAR BAYPORT 200J F. C. No. 535041 M. R.H. C. T. 10' SHARED USE PA TH EASEMENT HCCF O.P.R. R.P. H. C. T. THE 1' to' t' EXIST. —. 1• V CURB \ r e, EXIST. CONIC. PVMT. SAWCUT TO EXPOSE EXIST REBAR (TYP) 75 ACRES TO: GOODYEAR TIRE & RUBBER H.C.C.F. No. F539980 0.P.R.H.C.T. SCALE (1"=50') HORIZ 0 25 50 100 REMOVE EXIST. 6• CONC. CURB END CROSS— WALK STRIPE IAIM411z1:6TA r;vw EASEMENT Y) SCALE (1•=50') HORIZ 0 25 50 100 10' SHARED SSE PATH 4• STRIPE (W) (SLD) (BY OTHERS) Centerpoint Energy/Electric Facilities (Approved only for crossing underground ductlines, unless otherwise noted.) Valid at time of review only Date: SBC Approved for underground conduit facilities only. Signature valid far one year. Date: CenterPoInt Energy/Goa Facilities (Gas service lines are not shown) 'TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL I CENTERPOINT AT 713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAW REFERENCE MARKS (Data by Harris County Flood Control District) RM 020220 Floodplain Reference Mark Number 020220 is a Harris County Flood Control District aluminum disk stamped "B 109 BM 02" on bridge at Fairmont Parkway (Eastbound) and Spring Gully located on concrete walk on the downstream side at center of bridge of eastbound lanes, 0.5 mile west of Underwood Road. Elevation 23.77 feet (NAVD 1988, 2001 Adjusted) 'i1L04 1. SEE SHEET 35 FOR TYPICAL SHARED USE PATH CROSS SECTIONS. 2. INCLUDE COST TO TRANSITION CURB FROM 6" TO 1" IN THE COST OF CURB REMOVAL 3. EXCEPT IN THE CASE OF A BONA FIDE EMERGENCY, CONTRACTOR SHALL NOTIFY EXXON MOBIL PIPELINE COMPANY (EMPCO) BY CALLING (281) 925-3890 AT LEAST FORTY-EIGHT HOURS IN ADVANCE OF INITIATING ANY ACTIVITIES WITHIN THE CORRIDORS, AND SHALL GIVE EMPCO THE OPPORTUNITY TO HAVE A REPRESENTATIVE PRESENT. HUITEZOLLARS 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 OF Tk II I EMMANUEL DE PAU 'a'.. 82627 : Q- Huitt-Zollars Inc. Firm Registration No. F-761 SURVEYED SY: HUITT-ZOLLARS DRAWN BY: JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 11 68—PLAN-1 7.dwg EDP OWNER/CLIENT: CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281) 471-5020 SHEET T11LE: FAIRMONT PARKWAY SHARED USE PATH FAIRMONT PARKWAY PLAN STA, 194+80 TO 217+30 DRAWING SCALE SHEET NUMBER HORIZ:= 50' 1 8 OF 49 VE VERT:N N/A 2 FOR REDUCED PLANS FAIRMONT PARKWAY STA. 217+30 TO 222+30 4ES SHOWN NG IN STREET R.O.W. OR -ICATION 713-223-4567. Date: 0 00 N O J 1W 15.86 i 1911 6. 84 1A51 '6 19.01 79.30 18.09 16,6.96 a . BA Y AREA BOULE A15.6 .01RD z 1'023 ROW USE Rs � 4 a 8.64 z � USE R9-5 W 4 � I�D < TRU 'No'CKS" SIGN pED (� D(r�IM�j��pp x x16.83 UT �IoJIN1n11S i9. 9 a NJ �IDJINGt1Ll "GAS P 16.48 1-800 6521 111, 15.62 17.44 17.33 t -x 76.37 76.96 6.18 15.04 16.58 16.27 5.49 15.85 7.16 O 6. 5.25 2�4 IPE ( SLD�__ 15.15 7 -- 4.53 15,44 0 +15.15 RCP t5,49 �----- 15.28 - 15� 18 _ _ DITCH FIOWLME - - 19.3 7RAFn0 SIGNALS - 1 ,00 DITCH ffOWLINC 15,18 - DITCH FL BIKE p - 14. '8 ,9.67 19.63 FL 24 RCP=I4.53 15, I®IWL®qppE _ FL 24 RCP975.25 19 2 20.17 20.12 17,53 FL 18'•RCP-15.18 WL ROUTE i 9.5 f9.85 FL 18 ftCP-15.02 -� PROP CONC. CURB RAMP 19.62 20.19 20.12. 18 20.12 2019 zoos 1sa6 SEE SHEET 40 DETAIL 2 OROS ALK s AL9 19,60 1s�T2 9 t9.74 �' M7-5G 19 .52 973E 8.25 S 7817 1 .,15 p 'Sfi 1 19.51 2p.07T0 79,77 Lll w 18.66 19.35 19.35 19. 2 79.54 19.58 ¢ 19.66 19.53 19.78 x-- 19.77 19.65 12" STRIPE (W) (SLD) 19,69 12" STRIPE (W) (SLD) x19.80 ASPHALT PAVEMENT x20.0 , -' �• x20.12 20.09 FAIRMONT PARKWAY WESTBOUND x 19,60 19.7 i 9.89TC 119.00 9.64 19.97TC- 19 95TC 79.75E :449�1. 19,57CONCRET�G 19.33 8Y19,39 943 R , 64 TRAFFICMS 19.0C 47C 19.76T 18. 6 j19.50E 6' SIDEWALK 18.79 16.17 ��13.633, -- 17.76 19.8.16 FL -11 Q L�,�J1 FL 38 R . > .4 FL R 13.5 14 �_yJl 13.3 .85 Q Rq_ II II Cc 13,93 FL RCP 3,5 3.66 L3 RC /3.4S 1337 Q LIMPRDYEMEN7$ NOT LOCATED iN'AiEDIAN� IJNJ z 13.3 --- -� 2.79 QSQ� DI�S42jp N R 36 RC 13.56 0: IT LS II 13,8 13,45 t3.6 t9• m 969Tr - m 18. 1 32� 3 RC 1 DITCH FLOWLINE Q 3.53 79.400' a FL RC =13.3T g O NJ 1a11NGi1Ll 13.6 Q .2 G Q Q N 14.27 73,88 W x13.29 3,98 -� �13.75 Q 14.57 17.7 �' Q 19.2 ®ELEC. METER 14.6 nl h CONTROLBOx SIGNAL TRAFFIC h W CONCRETE LANDING 1 44 Q zo 1 6 19.49 U NDERGROUND 18.56 .21 - 19.5 19.50 PROPOSED 6' ELEC' Box G S- L 19.1i6 ASPHALT' SIDEWALK' e.46 8.42 2 1& 9aAg 19,51TC 19.11 18. 9GC 19.12G TRAFFIC SIGNALS 19.39TC 78.97E 19.086 D11-1 19.357C 18.80 x18.76 78.51 18.23 BIKE ROUTE .. 19;00G -19a4TC- 18.95G M4-11 72 18.73 ^J 19.01 18.89 ASPHALT PAVEMENT x x FAIRMONT PARKWAY EASTBOUND g PROP CURB RAMP PROP CURB RAMP 12" STRIPE (W) (S�) N. SEE SHEET 40 DE iAI6. 6.34 SEE SHEET 40 DETAIL 7 g 1805 i7.. 18.25 O> , .17 ss&A 18.18 04 \"HC ROUTE" SIGN SHARED a 'iiziT ?3 C�¢ a a USE R9-5 n.,o , 17.11 S° BEGIN STA. 218+12 B.4s 18.05 D s�6 E END STA. 218+46 ct 21g�SO s,2 �j �� e F48H.C.C.FELNF Sl/598b THAMERICA) lEXIST 87 L.F. 10' WiDE CONC. 17. n 219+00O. P. R. R. P.H.C. T. so _ 'S16W� tQWUNLUSE PA TH x,6is8 q� s:z 18.17 Ar gg PARCEL l .a PT: V- S .24 15,6� �� tom, I"'A r,r,.re,r DITCI FLOWLINE 15•s2 sm BOLLARD 182s_ - �'r T��"'��'L"' TO - OF€t1E/1"T TO.'"' - 20'-Z'I�j(7/D-A7R PIPELINE ESMT PROP. 73 L LF ea ENTERPRISE GC, L.P. LIQUID AIR, INCORPORATED H. C. C.F No. E 53721 q X�� a'• N5 BIKE IL" SIGN r7.aa 5.94 H.C. C.F. No. 20070031936 H. C. C.F. No. E053721 C. C.F. No. 06432 s.71 16ER OPTIC CABLE o4?eic 4.08 4s l�." ts. NtiLs " 5'WIDE CONC.SIDEWALK O LOCATIONS UNKNOWN tJl 7 3 ' '6 a 16.93 O.P. R.R.P.H.C. T. 0. .R.R.P.H.C. T. , + k F s BEGIN STA. 219+57 + 8. 19.01 --- - -- "w t9.09 '58 t885 END STA. 220+19 7.342 " SIGN 78.05 N _ _ 19.34 _ fLU�E' x NE" FIT F IL ' `9-5 , '-- 1 693 18. T If-E� _ _ _ EX/.ST B/KE CO 18.40 78.1 B + P EUNE'x SIG 18,46 _ i. _ _ _ 7. ,6.2,L_ W - - _'a 437 TRAIL STRIPE N f6sa D11-1 uNEmcAT10NS - - x � 1s.7s s: 600- 4e- 1a. 19 - 9.7�8 C'. 1999T UN 9. 6TC 20.08TC r i SOXX N 548E643• " N 1 TS- 19.28G r217+50 9. G 1 6G 19,55E 18.51 _ 2 R-T- -- ^r SP PIPEL " SIGN `\ -- - -- t�f _ -a00-5 16437 SAFETY END TREATMENT 17.7 ' - - PARKING AREA 220+5U 221+00 221.+50 22 +00 4 W z EXIST BiKE TRAIL . STRi s R12D 2 171. PC: 217+6 .30 w 10' PEDESTRIAN/BIKE ESMT. M E ISTING GRADE 4/j FILM CODE No. 624045 w M.R.H.C.T. B.oa 1a.3 ss4 'tea - _ 19,60TC t5.51 PROP. BEGIN 1108 LF. 10' WIDE 17,02 x x " L 19.09G 19.66 EXISTING CONC. r R 4 STRIPE (BY OTHERS) SHARED USE PATH CONGA. SHARED USE PATH? W STA. 220+19 10' SHARED USE PATH EASEMENT g I PROP. 10' WIDE H. C. C.F W BAY AREA BOULEVARD USE PATH O.P.R.R.P.H.C. T, W 150ROW OEf« �GiU'IE WING%N7 17.466 ACRES TO: TRI-GAS, INC. H.C. C.F. No. M340690 O.P.RR.P.HC. T, SCALE (1"=20•) HORIZ 0 10 20 40 Centerpoint Energy/Electric Facilities (Approved only for crossing underground ductlines, unless otherwise noted.) Valid at time of review only Date: SBC Approved for underground conduit facilities only. Signature wild far one year. Date: CenterPoInt Energy/Gas Facilities (Gas service lines are not shown) TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT AT 713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS Data by Harris County Flood Control District) RM 060020 Floodplain Reference Mark Number 060020 is a Harris County Flood Control District aluminum disk stamped "F 216 BM-03" on bridge at Fairmont Parkway (Eastbound) and Stream F216-00-00 located on concrete walk on the downstream side at center of bridge of eastbound lanes, 0.1 mile east of State Highway 146. Elevation 12.97 feet (NAVD 1988, 2001 Adjusted) NOTE 1. SEE SHEET 35 FOR TYPICAL SHARED USE PATH CROSS SECTIONS. 2. EXCEPT IN THE CASE OF A BONA FIDE EMERGENCY, CONTRACTOR SHALL NOTIFY EXXON MOBIL PIPELINE COMPANY (EMPCO) BY CALLING (281) 925-3890 AT LEAST FORTY-EIGHT HOURS IN ADVANCE OF INITIATING ANY ACTIVITIES WITHIN THE CORRIDORS, AND SHALL GIVE EMPCO THE OPPORTUNITY TO HAVE A REPRESENTATIVE PRESENT. REV I DESCRIPTION I APP I DATE HUITT-ZOLLARS 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 OF "RI, 1 �.*. '......... .. A EMMANUEL DE PAU A f....:........82627 ............of Huitt-Zollars Inc. Firm Registration No. F-761 WRVEYED BY: DRAWN BY: HUITT-ZOLLARS JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH )AD DWG FILE: CHECKED BY: 1168_PLAN_18.dwg EDP )WNER/CLIENT. CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281) 471-5020 7HEETTITLE: FAIRMONT PARKWAY SHARED USE PATH FAIRMONT PARKWAY PLAN STA. 217+30 TO 222+30 DRAWING SCALE SHEET NUMBER R =20' VE1 9 OF 49 VERT: NIA 1 2 3 FOR REDUCED PLANS FAIRMONT PARKWAY STA. 222+30 TO 226+80 STREET R.O.W. OR N 713-223-4567. Date: E r L a N ui 0) 0 cl 04 14.62 14.69 x 14.13 x ,• � ssa � `I 1s.eo ASPHALT PAVEMENT (EASTBOUND LANES) ' 20.27 4. sso ASPHALT PAVEMENT (EASTBOUND LANES) 18.26 18.57 x 15.54 -x ME PROP. 10' WIDE CONC. SHARED USE PATH 73 14.17 14.53 x DITCH FLOWUME _ x - WIRE FENCE 16.23 14.80 �,..,77.29 x 18.34 3 a h O (IMPROVEMENTS NOT LOCATED IN MEDIAN) � O N 17.92 x 18.22 x17.89 _ x18.08 %18.49 .as corck,1pA T PARKWAY Et' EASTBC}ItWD xn /... 18.26.., 18.08 - 17.68 17.61 - 17.29 '17.35 r"SPEED LIMIT 45" SIGN 17.65 17.65 - 17.40 17.25 17.70 17.58 17.18 1 17.51 > 17.20 17.2 "TURNAROUND .._._.... 7.46 3 , AHEAD" SIGN E 17.44 •15 20' LIQUID AIR PIPELINE ESMT FL 18 RCP614.64 a 7.41 0 FL to RCP-14.47 e OF 4' EASEMENT TO- H. C. C. F No. E053721 SP PIPELINEo&,CH1/M !-/ AMERICA) INC. x1 40 _ H CC.-F. No. F906432 1491 a" RCP' 17 4.47 14.93 x H.C.C.F. No. l/598521 0.P.R.R.P.H.C. T. 34 FL ,6 RCP=14.34 O.P. R.R. P.H. C. T. FL is =14sa' 8" RRCP _ 16.83 18.34 a._ e 16.99 -------------------------- ------------------------------- PARCEL I It OF 10' EASEMENT TO.' ENTERPRISE CC, L.P. H. C. C.F. No. 20070031936 O. P.R. R.P.H. C. T. 225+00 225,t50 226,+ T, 10' SHARED USE PA TH EASEMENT H.C.C.F. O.P.R.R.P.H. C. T. SCALE (1-=20') HORIZ 0 10 20 40 --------------- - - - - - - - - - - - - - - --- - - - - - - - - - - W(/)N 226+50 Z :3 a( IL O OF EASEMENT TO.' 2 LIQUID AIR, INCORPORATED a H. C. C. F. No. E053721 W 0.P.R.R.P.H. C. T. Centerpolnt Energy/Electric Facilities (Approved only for croes2 underground ductlines, unless otherwise noted.) Valid at time of review only Date: SBC Approved for underground conduit facilities only. Signature wild for one year. Date: CenterPoint Energy/Gas Facilities (Gas service lines are not shown) TO ARRANGE FOR LINES TO 9E TURNED OFF OR MOVED. CALL CENTERPOINT AT 713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Flood Control District) RM 060020 Floodplain Reference Mark Number 060020 is a Harris County Flood Control District aluminum disk stamped "F 216 BM-03" on bridge at Fairmont Parkway (Eastbound) and Stream F216-00-00 located on concrete walk on the downstream side at center of bridge of eastbound lanes, 0.1 mile east of State Highway 146. Elevation 12.97 feet (NAVD 1988, 2001 Adjusted) NOTE 1. SEE SHEET 35 FOR TYPICAL SHARED USE PATH CROSS SECTIONS. 2. EXCEPT IN THE CASE OF A BONA FIDE EMERGENCY, CONTRACTOR SHALL NOTIFY EXXON MOBIL PIPELINE COMPANY (EMPCO) BY CALLING (281) 925-3890 AT LEAST FORTY-EIGHT HOURS IN ADVANCE OF INITIATING ANY ACTIVITIES WITHIN THE CORRIDORS, AND SHALL GIVE EMPCO THE OPPORTUNITY TO HAVE A REPRESENTATIVE PRESENT. HUITEZOUARS 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 -:c OF II! EMMANUEL DE PAU 82627 Igo ,.</CEN4)" -•aaa Huitt-Zollars Inc. Firm Registration No. F-761 SURVEYED BY: DRAWN BY: HUITT-ZOLLARS JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168_PLAN_19.dwg EDP OWNERICUENT: CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281) 471-5020 FAIRMONT PARKWAY SHARED USE PATH FAIRMONT PARKWAY PLAN STA. 222+30 TO 226+80 DRAWING SCALE SHEET NUMBER HORIZ: I" = 20' OF 4'9 VERT: N/A 120, FOR REDUCED PLANS FAIRMONT PARKWAY STA. 226+80 TO 23.1 +80 AT LEAST 48 HOURS Date: X DITCH TLOWLINE y t5'95 17.72 HIRE FENCE 16.26 15.95 1 1-800-532-5200 -"" -at- � 16.24 �18.30 16.08 16.13 - i y,15.95 "^ (/ slcN 77.23 16.36 r1 I 15,24 i I - - -xDITCH FLOWLINE WIRE FENCE 16.80 18.01 x 18.32 18.40 17.79 17.62 17.52 17.48 17.78 - x -x EXIST PAINT STRIPING ab .. rn x17.47 �r xx 17.31 k17.15. 17.'12 .x17. F IRMONT PARKWAY EASTBOUND D11-1 co C�E�4°J' DIKE ROUTE Will 1�EXIST CRASH BARRIER n.o3 PC: 231+55.96 16.77 �t r/ EXIST TRAFFIC lGN TO. - 76.69 " S IPE (W) (SLD) + � l AIR, INCOR R r 3u: RC W16-7pL q N . C. F. No. E053 21 6.44 0. P. R.R.P. H. C. T. , a 16.83TC e OF 4 E €,4tENT TO: � 16 2 16.3aG � 10. SWHARE U E P w� H. P.F. No (NORTH A EASEMENT . x1ss3 ts,y3G PT: 231+30. 14.37 H. C. C.F. No. t/598521 14.31 'H 04'QP _ _ FL 24 P=14.18-_-__-�-'- -` 16.28 i8.68TC 1 G D� CH FLO4NNE _ _-(�rP-l�. RcP.'l'l=E. T _ _ _ x 14.78 16.56 1 TC 76.85 16.52 - - _ ��L16.56 74.63 LIQUID Al P/PELI MT - - - - _ DITCH F� OP, SAFETY C.C.F No. E ' •81 END TREATMENT- 16 z H.C. C.F. No. F906432 PC: 23 + ?' 5.41 1cN O.P.RR.P.H.C.T. 16.56 16.94 16.86 _16.65 IPIN 16.44 05.0 -. - ' 16.501 16.49 -®--" Sir--. 16.41 16.53 g 4» STRIPE (Y) (SLD) PiLIN 'SIGN 3 -53 -520 -------- --I-- ----------------------- - --- 76•� ffNESUNKNO C 1674 I PIPf'LINE LOCA 1-D SP ?EMI E" SIGN N- - - - - - x - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r48 tV ---- - - vrn vU�------------------ SD I +16. 7 - --------------------- _ __ *NcQi r-------------- 4 STRIPE (W) (SLD) - --- - - - - - - - - - �' �+% 7 £XX N PI ELWE" SIG ----- -- ---- a -C 6 227+00 227+50 228+00 228+50 229+00 229+50 230+00 230+50 moo. ZH O U. PROP. 10' WIDE -J CONC. SHARED USE PATH 10" SHARED USE PATH EASEMENT H.C.C.F. O.P.R.R.P.HC.T. ( h I I ZMo � I % ol` Q�Z �hNCEZZ �0000 UD PARCEL I I ^ Z ti OF 10 EASEMENT TO. ENTERPRISE CC, L.P. H. C. C. F. No. 20070031936 0. P. R. R. P. H. C. T. I I PROP. BEGIN STRIPING EXIST POWER POLE STA. 230+34.78 �j- H.L. &P EASEMENT H. I f� H. C. C.F. No. 1184689 0. P.R.R. P. H. C. T. 5L SCALE (1"=20') HORI2 0 10 20 40 �D N IL II -- a PROP. END 1108 L.F. 10' WIDE CONC. SHARED USE PATH STA. 231+27 N0 MOTOR MR5-3 W� us TOP= PROP. SAFETY END TREATMENT Centerpoint Energy/Electric Facilities (Approved only for crossing underground ductiines, unless otherwise noted.) Valid at time of review only Date: SBC Approved for underground conduit facilities only. Signature valid for one year. Date: CenterPoInt Energy/Gas Facilities (Gas service lines are not shown) TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT AT 713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Flood Control District) RM 060020 Floodplain Reference Mark Number 060020 is a Harris County Flood Control District aluminum disk stamped "F 216 BM-03" on bridge at Fairmont Parkway (Eastbound) and Stream F216-00-00 located on concrete walk on the downstream side at center of bridge of eastbound lanes, 0.1 mile east of State Highway 146. Elevation 12.97 feet (NAVD 1988, 2001 Adjusted) NOTE 1. SEE SHEET 35 FOR TYPICAL SHARED USE PATH CROSS SECTIONS. 2. EXCEPT IN THE CASE OF A BONA FIDE EMERGENCY, CONTRACTOR SHALL NOTIFY EXXON MOBIL PIPELINE COMPANY (EMPCO) BY CALLING (281) 925-3890 AT LEAST FORTY-EIGHT HOURS IN ADVANCE OF INITIATING ANY ACTIVITIES WITHIN THE CORRIDORS, AND SHALL GIVE EMPCO THE OPPORTUNITY TO HAVE A REPRESENTATIVE PRESENT. HUITEZOLLARS 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 OF T.. lit EMMANUEL DE PAU 82627 o ; /CENS��`� 19 Huitt-Zollars Inc. Firm Registration No. F-761 SURVEYED BY: HUITT-ZOLLARS DRAWN BY: JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168_PI AN_20.dwg EDP OWNERICUENT: CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281)471-5020 TITLE: FAIRMONT PARKWAY SHARED USE PATH FAIRMONT PARKWAY PLAN e a TO I DRAWING SCALE SHEET NUMBER R = 20' VE12,10FAQ VERT: N/A FOR REDUCED PLANS AT LEAST 48 HOURS BEFORE EXCAVATING. IN STREET R.O.W. OR EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567. s a M 47 d> CD c1 N t FAIRMONT PARKWAY STA. 231 +80 TO 242+30 (NO SIDEWALK IMPROVEMENTS = FOR INFORMATIONAL PURPOSES ONLY) p. ogm= .,. FAIRMONT PARKWAY 1 232+50 233+00 233+50 234+00 234+50 235+00 —IF - 7.. 3 :STBOUND 'AIRMONT PARKWAY EMS I t i+50 236+00 236+50 ------------------ r w .. 3-9 t TO.- COMPANY 18 d? r Yam:=`.�tsz Wl1R4C W W^.�.,-1m H FAIRMONT PARKWAY STA. 242+30 TO 252+30 (NO SIDEWALK IMPROVEMENTS = FOR INFORMATIONAL PURPOSES ONLY) no .. y -;a. FAIRMONT PARKWAY WESTBOUND 04 A N W �} S �53�WW�i � I ZH O a IL Date: Centorpolnt Energy/Elactrlc Facilities (Approved only for crossing underground ductiines, unless otherwise noted.) Valid at time of review only Date: SBC Approved for underground conduit facilities only. Signature wild for one year. Date: CenterPoInt Energy/Gas Facilities (Gas service lines are not shown) TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT AT 713-207-7777 BENCHMARK N HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Flood Control District) RM 060020 Floodplain Reference Mark Number 060020 is a Harris County Flood Control District aluminum disk stamped "F 216 BM-03" on bridge at Fairmont Parkway (Eastbound) and Stream F216-00-00 located on concrete walk on the downstream side at center of bridge of eastbound lanes, 0.1 mile east of State Highway 146. Elevation 12.97 feet (NAVD 1988, 2001 Adjusted) NOTE SCALE (1-=50') HORIZ 0 25 50 100 :LIIIV-0411:1►Z'� 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 N;. *..;........ .......:. *., / EMMANUEL DE PAU / 40 ................... 82627......... ..... 10 .�/CENS�QG� t�bNAL E� 6/2 P Huitt-Zollars Inc. Firm Registration No. F-761 SURVEYED DRAWN Y HU117-ZOLLARS JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD FCHECKED BY. PLAN_21.dwg EDP 1168 SCALE (1-=50') OWNERICLIENT: HORIZ 0 25 50 100 CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281) 471-5020 APPROVED SHEETTITLE" ,°o{{r (it�/rr' locdc` wlpih�ln `Y' �IIn° HCFCO IF AV-!. FAIRMONT PARKWAY Harris l* r1oid 03�istrict NaT. SHARED USE PATH DE.0 0 0 2oo0, ?HESiuHATiM„E,:' VE,1,,1, FAIRMONT PARKWAY ui Tl{t') (2) Ye? ,c , 11 PLAN STA.231 +80 TO 252+30 DRAWING SCALE SHEET NUMBER HORIZ:=50' VE22 OF 49 VERT:NN/A 0 1 2 3 FOR REDUCED PLANS FAIRMONT PARKWAY STA. 252+30 TO 257+30 AT LEAST 48 HOURS Date: ET R.O.W. OR 3-223-4567. SHARE' THE 0M I u (BY OTHERS) PROP. 40 LF. 10' WIDE CONC. SIDEWALK ti -12" STRIPE (W) (SLD)_ r 24" STRIPE 0 0 ROAD WlDEN1NG (BY OTHERS) SEE NOTE 2 II 0 - -- SCALE (1°=20') HORIZ 10 20 40 07 0 Z17- o ❑ O ❑ o ❑ 0 0 0 0 0 ❑ o a�P O ❑ O O O O ❑ O D O a O ❑ a t 0o S!? oo cs7 00 o0 0o ao 00 00 0o ni oo Cn o0 0o R] ao M oo Do oo 00�,}a_—L.I❑ /�� W1 1-1 ^_ U C� _ SHARE THE W1 6-1 N ROAD PROP. BEGIN 41 LF. 10' WIDE CONC. SIDEWALK 0 U 59 N 64 I Centerpoint Energy/Electric, Facilities (Approved only for crossing underground ductlines, unless otherwise noted.) Valid at time of review only Date: Sec Approved for underground conduit facilities only. Signature valid for one year. Data: CenterPOlnt Energy/Gas Facilities (Gas service lines are not shown) TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT AT 713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Flood Control District) RM 060020 Floodplain Reference Mark Number 060020 is a Harris County Flood Control District aluminum disk stamped "F 216 BM-03" on bridge at Fairmont Parkway (Eastbound) and Stream F216-00-00 located on concrete walk on the downstream side at center of bridge of eastbound lanes, 0.1 mile east of State Highway 146. Elevation 12.97 feet (NAVD 1988, 2001 Adjusted) NOTE 1. SEE SHEET 35 FOR TYPICAL SIDEWALK CROSS SECTIONS. 2. BACKGROUND PLAN SHEET FROM HARRIS COUNTY PUBLIC INFRASTRUCTURE DEPARTMENT ENGINEERING DIVISION PLAN PAVING AND DRAINAGE IMPROVEMENT PROJECT JOB NUMBER 350-058. PROPOSED SIDEWALK TO BE BUILT AFTER FAIRMONT PARKWAY IMPROVEMENTS ARE COMPLETED. COORDINATE WITH CITY OF LA PORTE AND HARRIS COUNTY. HU11T~Z0LLARS 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 g"Huitt-Z lars Inc. { g,�i; Firm Registratlon No. F-761 SURVEYED BY: DRAWN BY: HUITT-ZOLLARS JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168_PLAN_22.dwg EDP OWNMCUENT: CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281)471-5020 FAIRMONT PARKWAY SHARED USE PATH FAIRMONT PARKWAY PLAN STA" 252+30 TO 257+30 DRAWING SCALE SHEET NUMBER R=20' VE23 OF 4 VERT: NN/A H FOR Rr-ni ir.pn PI ANf2 FAIRMONT PARKWAY STA. 257+30 TO 265+80 48 HOURS BEFORE EXC t CALL THE LONE STAR Date: r Co Q M 0 W O N co O a h Jtt IN V I t L FAIRMONT PARKWAY STA. 265+80 TO 274+15 a t I ` U. r - d �) v o. Q w � — + + cq CO CO 'CQ4 ; -- — a. n , v' PROP. END 302 L.F. 10' J WIDE CONC. SIDEWALK PROP. 107 L.F. 10 cc WIDE CONC. SIDEWALK 4.4525 ACRES TO. _ FAIRPORTE GREEN ASSOCIATES, L.P. H. C. C. F. No. Y421650 O.P.R.R.P.H.C. T. SEE NOTE 2 1 FOR RFDl1('Ft) PI ANS r; co O N } t N N N N " a. 2ZI+ a . ... . Y l,. PROP. 161 L.F. 10' WIDE CONC. SIDEWALK 4.4525 ACRES 7*0.- FAIRPOR7E GREEN ASSOCIATES, L.P. r' H.C.C.F. No. Y421650 0.P.R.R.P.H.C..T. s T S.H. 146 42.5' ROW 272+00, 272+50 I 273+00 SEE NOTE 3 5ii YVW 273+50 274+00 Z ZE �i>- 3: T GJ F In Lii y2 ZW = 00 SCALE (1"=40') HORIZ 0 20 40 80 W11-1 1 O I SCALE (1"=40') HORIZ 0 20 40 80 Centerpoint Energy/Electric Facilities (Approved only for crossing underground ductlines, unless otherwise noted.) Valid at time of review only Date: SBC Approved for underground conduit facilities only. Signature Valid for one year. Date: CenterPoint Energy/Gas Facilities (Gas service lines are not shown) TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT AT 713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Flood Control District) RM 060020 Floodplain Reference Mark Number 060020 is a Harris County Flood Control District aluminum disk stamped "F 216 BM-03" on bridge at Fairmont Parkway (Eastbound) and Stream F216-00-00 located on concrete walk on the downstream side at center of bridge of eastbound lanes, 0.1 mile east of State Highway 146. Elevation 12.97 feet (NAVD 1988, 2001 Adjusted) NOTE 1. SEE SHEET 35 FOR TYPICAL SIDEWALK CROSS SECTIONS. 2. BACKGROUND PLAN SHEET FROM HARRIS COUNTY PUBLIC INFRASTRUCTURE DEPARTMENT ENGINEERING DIVISION PLAN PAVING AND DRAINAGE IMPROVEMENT PROJECT JOB NUMBER 350-058. PROPOSED SIDEWALK TO BE BUILT AFTER FAIRMONT PARKWAY IMPROVEMENTS ARE COMPLETED. COORDINATE WITH CITY OF LA PORTE AND HARRIS COUNTY. 3. CURB RAMPS AND PEDESTRIAN LIGHTS ARE INCLUDED IN HARRIS COUNTY PID PROJECT 350-058 AND NOT INCLUDED IN THIS PROJECT. REV I DESCRIPTION I APP I DATE HUFff AXOM 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 ?' (E OF rE1j�1 EMMANUEL D.. PAU 82627 1�2 /CENSF Huitt-Zollars Inc. Firm Registration No. F-761 SURVEYED HUITDRAWN Y T-ZOLLARS JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168_PLAN_23.dwg EDP OWNERICUENT: CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281)471-5020 FAIRMONT PARKWAY PLAN STA, 257+30 TO 274+15 DRAWING SCALE SHEET NUMBER HORIZ:=20' VE24 OF 49 VERT:N N/A AI LCAJI Ra nuumD oerurte ChuAVAIINU II FAIRMONT PARKWAY STA. 274+30 TO 279+80 EASEMENTS CALL THE LONE STAR NOTIFICAI Date: STREET R.O.W. OR N 713-223-4567. 1= aJ a (n CD O O N N n ISO 1�1 A N C`=4,, 13810 W x 13.44 YYYY4i�iil I 3.62 0 a12'89GC 13.43TC 2.920 S, H. 146 382.5' ROW /3.94 13.62TC 13.12G I tt ),3.45 NOTE 3 L^ 13.45 00 W LO N a 0 k.13.71GC Z 13.27TC Ma 12.720 �0 �cc LLI 5 LL N / h r o ADJUST ELECTRICAL 22Tc 7zG BOX TO PROP GRADE � � o 67C _t S 1 34 x , .07TC 13, 3, 4 1 .70G 17,17TC ' 175G 3 17.76 x REMOVE EXISTING CREPE MYRTLE PROP 6 CUR.S oN SEE: SHEE Q� M 1 !a 0 0 x Cr (nob W 0 v 6-1 H v 1, z 0" fain PROP. 144 L.F. 8' WIDE CONC. SIDEWALK PROP, ��a e� ,397TC 1330GC CONC. SIDEV4LKS,' TC EN A. 275 ,4..,2T0 13.46G 3,OOG 4 C+03 3.61G EXISTING LA QUINTA BEGIN STA. 277+28 14.34TC 13.75G SIGN TO BE REMOVED END STA. 278+19 -' 13.82G PROP PEDESTRIAN PROP PED�r1R A RAMP SEE SHEET 40 PROP PEDESTRIAN SEES T E DETAIL 13 RAMP SEE SHEET 40 2 DETAIL 13 C)SAWCUT 0 S CUT ' 13.0 12.65 12,67G 12.1 1' 13.15TC 12 _13.'t3G" ,.,_. .- ,59G 12.7 7 h00 ,39 )Q 44@-" n ". 2 Q 12,72G _� 14,,97C N 14.10FC o ''1 .78 i 00 1335GQk o REMOVE EXISTING CREPE MYRTLE N ..._ EXISTING SBC CABINET TO REMAIN REMOVE EXISTING CREPE MYRTLE BRE/L0 TX PROPERTIES L.P. H. C. C. F. No. Z095206 0.P.R.R.P.H.C.T. BLOCK 1100 TOWN OF LA PORTE VOL. 60, PG. 112 D. R. H. C. T, 5.46G N 10' 10' 10' ' 15.66TC 5.24G PROP. 6"CuR6 oN siorwx SA T - SEE SHEET 35 REMOVE AND 14 E' - REMOVE AND REPLAN EXISTING DRIVEWAY _ E-g.MNG- DRIVEWAY_ __. ___ __. -- ___. x 15.67 PRO. BEGIN 1209 L.F. 10' WIDE CONC. SIDEWALK STA. 278+43 RU i �2� G ,l�,Pv> �rtr,l i�l vlci' Er . s, ,k al VI,LU Tu (2) Y-F,1A:;S,0nil 04087 Ee M�N 13 N W11-1 6-7pR SCALE (1: 20) HORIZ 0 10 20 40 x i M, H� f + RAMP SEE DETAIL 7 S��rs�Z6T 13.23 -� �--- z.taG FAIR ONT PA 3' (EAS OUND) 12,72 12. � 12,97 12.42 13.33 Y 12.15G 12.76TC ZfQ rrcur rtut� rKI ry x,28 ROP�PS IAN RAMP SEE SHE T AMP SE:E S EET 40 DETAIL 7 6.2. 4 ETAAAAAA� 3 10' 0 N ;1- 10' SHA D U PATH EA T n H. C. C. F, 0.P.R.R.�.rF C. T. 896 13'98 4471 14.17x EXIST 125' DRAINAGE FEE .C.F,C.D. UNIT NO. F216-00-00 14.53 H. C. C. F, NO. H598827 H. C.D.R. 14.56TC 4.O6G 1111 MATCHLINE 9TH STREET ROW STA. 279+65 SEE SHEET 26 IF BLOCK 1101 TOWN OF LA PORTE VOL. 60, PG 112 D. R. H. C. T. Centerpoint Energy/Electrio Facilities (Approved only for crossing underground ductlines, unless otherwise noted.) Valid at time of review only Date: SEC Approved for underground conduit facilities only. Signature valid for one year. Date: CenterPoInt Energy/Gas Facilities (Gas service lines are not shown) TO ARRANGE FOR LINES TO BE. TURNED OFF OR MOVED, CALL CENTERPOINT AT 713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Flood Control District) RM 060020 Floodplain Reference Mark Number 060020 is a Harris County Flood Control District aluminum disk stamped "F 216 BM-03" on bridge at Fairmont Parkway (Eastbound) and Stream F216-00-00 located on concrete walk on the downstream side at center of bridge of eastbound lanes, 0.1 mile east of State Highway 146. Elevation 12.97 feet (NAVD 1988, 2001 Adjusted) NOTE 1. SEE SHEET 35 FOR TYPICAL SHARED USE PATH CROSS SECTIONS. 2. BACKGROUND PLAN SHEET FROM HARRIS COUNTY PUBLIC INFRASTRUCTURE DEPARTMENT ENGINEERING DIVISION PLAN PAVING AND DRAINAGE IMPROVEMENT PROJECT JOB NUMBER 350-058. PROPOSED SHARED USE PATH TO BE BUILT AFTER FAIRMONT PARKWAY IMPROVEMENTS ARE COMPLETED. COORDINATE WITH CITY OF LA PORTE AND HARRIS COUNTY. THIS APPLIES ONLY TO SHARED BIKE TRAIL IMPROVEMENTS WEST OF STATE HIGHWAY 146 ON THIS SHEET. 3. PROPOSED CURB RAMPS AND PEDESTRIAN CROSSING LIGHTS SHOWN HERE FOR INFORMATION ONLY. TO BE CONSIDERED UNDER HARRIS COUNTY PROJECT No. 350-058 REV I DESCRIPTION I APP I DATE HU1TF~XA1ARS 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 g�P�E OF ? "yy�1► 1 EMMANUEL DE PAU Q ...... 82627 O I C:cl:/CENc��OCs� I Huitt-Zollars Inc. " Firm Registration No. F-761 SURVEYED BY: DRAWN BY: HUITT-ZOLLARS JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168_PI AN_25.dW9 EDP OWNER/CUENT: CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281)471-5020 FAIRMONT PARKWAY SHARED USE PATH FAIRMONT PARKWAY PLAN STA, 274+15 TO 279+65 DRAWING SCALE SHEET NUMBER VER = 20' 12-5OF49 VERT: N N/A FOR RFnI ICFr) PI GNri 9TH STREET ROW STA. 279+65 TO END AT LEAST 48 HOURS BEFORE EASEMENTS CALL THE LONE Date: a M Ca O N co N O 0 w 0 Q J J N z NI N W BLOCK 1100 TOWN OF LA PORTE VOL. 60, PG. 112 D.R. H. C. T. 1-1 1 GL SCALE (1:50) HORIZ 0 25 50 100 Centerpotnt Energy/Electric Facilities (Approved only for crossing underground ductlines, unless otherwise noted.) Valid at time of review only Date: SBC Approved for underground conduit facilities only. Signature wild for one year. Date: CenterPoint Energy/Gas Facilities (Gas service lines are not shown) ITO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED. CALL ' CENTERPOINT AT 713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Flood Control District) RM 060015 Floodplain Reference Mark Number 060015 is a brass disk stamped "RM 060015" on bridge abutment at Eighth Street and Stream F216-00-00 located on the upstream, southwest corner of bridge abutment, 0.15 mile south of Fairmont Parkway. Elevation 13.80 feet (NAVD 1988, 2001 Adjusted) NOTE 1. SEE SHEET 35 FOR TYPICAL SHARED USE PATH CROSS SECTIONS. HUITEZOLIM 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 • �F'• .%'Ni EMMANUEL DE PAU 82627...... Huitt-Zollars Inc. Firm Registration No. F-761 SHUITTYDRAWN Y ZOLLARS JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168_PLAN_26.dwg EDP CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281)471-5020 SHEETTITLE: FAIR-MONT PARKWAY SHARED USE PATH 9TH STREET ROW STA. 279+65 TO END DRAWING SCALE I SHEET NUMBER FOR REDUCED PLANS HORIZ: I" = 50' VERT: N/A A - USE FOR ALL PROPOSED DRIVES ON CURBED TYPE STREETS: AT LEAST 48 Date: V cc n�. M rn CD N M N U PROP. SAW CUT 18" GUTTER LINE 8" STEEL OVERLAP EXISTING PAVEMENT - CUT UNDER EXISTING PAVEMENT 1:50 MAX CROSS SLOPE #4 0 24" C/C BACK OF EXIST, CURB ROW. LINE 3" CLEARANCE STANDARD I 1 i 12' 1 12" \11BOARD EXPANSION OR 1/2" NON -EXTRUDING T PREFORMED JOINT 3" CLEARANCE (TYP.) 7" THICK REINFORCED CONCRETE (SEE GENERAL NOTE N0.7) COMPACT SUBGRADE TO 95% STANDARD PROCTOR DENSITY 4' MINIMUM WIDTH OF DRIVEWAY 2R.O.W. LINE ' 36' MAX. SIDEWALK SLOPE 1:50 MAX SIDEWALK 1" BOARD EXPANSION OR 1/2" NON -EXTRUDING PREFORMED JOINT DRIVEWAY RADIUS 5' MIN./ 15' MAX. BACK OF EXISTING (TYP.) CURB (TYP.) a 12" TO 18" SAW CUT (PROP.) GUTTER LINE EXTEND EXISTING EXPANSION JOINT FROM STREET INTO PROPOSED DRIVEWAY, ONLY WHEN THERE IS AN EXISTING EXPANSION JOINT IN THE STREET AT THE PROPOSED DRIVEWAY INTERSECTION. DRIVEWAY ON CURBED CONCRETE OR ASPHALT STREETS - COMMERCIAL AREA N.T.S. V-11' 1 i'-2' PLACE Y YELLOW RRIYLLECTIVE TAPE 4 COLPACTLTI M SUBGRAD�E ) 2'-4' 11 C DYI NO)L Gill PPE, SM93X)LE 40 FILL W/ CONC, (It / CONCRETE � FTNitRO a / i V-2' 1 2'-4" 1 1'-2" 1 V-11' HAMS COLINTY ooiJ37RUcnoN NOTEs FOR SOEWALKS do DRIVEWAYS ON CURBED TYPE STREETS COMMERCIAL AREA 1. PROPOSED DRIVEWAY, SIDEWALK, CURB, GUTTER LINE AND GRADE SHALL MATCH EXISTING STREET. 2. PROPOSED SIDEWALK SHALL BE CONSTRUCTED WITH PORTLAND CEMENT CONCRETE, 4-1/2 SACK CEMENT PER CUBIC YARD, 4-1/2 INCHES THICK AND 4 FEET MINIMUM WIDTH. SEE DRAWING NO.3 FOR ADDITIONAL INFORMATION AND DETAILS. 3. PROPOSED DRIVEWAY SHALL BE CONSTRUCTED WITH PORTLAND CEMENT CONCRETE, 5 SACK CEMENT PER CUBIC YARD, 7 INCHES THICK, FROM PROPOSED SAW CUT TO RIGHT-OF-WAY LINE (PROPERTY LINE). 4. PROPOSED DRIVEWAY REINFORCING STEEL IS TO BE #4 DEFORMED SPACED AT 24 INCHES C.C., EACH WAY, WITH 10 INCHES MINIMUM LAP (6"xl2" W5xW4 AS ALTERNATE) FROM PROPOSED SAW CUT TO RIGHT-OF-WAY LINE. 5. PROPOSED DRIVEWAY REINFORCING STEEL IS TO BE TIED TO EXISTING ROADWAY REINFORCING STEEL WITH A MINIMUM LAP OF 8 INCHES. 6. PROPOSED GUTTER LINE IS TO BE MAINTAINED AT FACE OF EXISTING CURB. 7. SAW CUT EXISTING CURB AT EACH END AND KNOCK OUT CURB FROM BEGINNING TO END OF PROPOSED DRIVEWAY. 8. SAW CUT EXISTING PAVEMENT A MINIMUM OF 12 INCHES AWAY FROM FACE OF CURB (GUTTER LINE) AND BREAK OUT TO EXPOSE EXISTING REINFORCEMENT STEEL. 9. COMPACT SUBGRADE FOR PROPOSED DRIVEWAY CONNECTION FROM PROPOSED SAW CUT AT EXISTING PAVEMENT TO RIGHT-OF-WAY LINE, COMPACT TO 95% OF STANDARD PROCTOR DENSITY (+/- 2% OPT. MOISTURE). THE COUNTY ENGINEER RESERVES THE RIGHT TO REQUIRE LABORATORY TESTS TO BE CONDUCTED. 10. IF MORE THAN ONE PROPOSED DRIVEWAY IS BUILT ON THE SAME PROPERTY, SAID DRIVEWAYS SHALL BE SEPARATED BY A MINIMUM DISTANCE OF 20 FEET (ROADWAYS WITH CURBS AND SIDEWALKS). 11. REINFORCING STEEL TO BE ELEVATED A MINIMUM OF 3" ABOVE SUBGRADE. (3 INCHES TYPICAL DETAIL =I I 131 T 0 1 2 3 FOR REDUCED PLANS Working Point (at intersection of Cross Pipe Length nominol I.D.) -Top of Riprop _ Z" q2 (See Table) Qt (See Table) + 2" B -Trimmed Edge I - Flow Line - of Pipe Cross Pipe Cross Pipe .. over over , 6O inside Outside --__ "v on �1 , -' is�5" Dia Barrel Barrel - - - z Through a Hole (Typ) c + O1 NOTE: All Cross Pipes, calculations, and N dimensions are based on the pipe culverts ( End of Invert c - mitered as shown in this detail. Alternate PIPE W/ BOLTED ANCHOR for Concrete styles of mitered ends will require that Pipe Culvert --- v - Toewall appropriate adjustments be mode to the 3" Min 12 /4 12" volues presented on this standard. 1 3 r Overlap SIDE ELEVATION OF TYPICAL a6 Anchor Bar Typ I w/ C.M.P. x 1' -4' (TYp) 4.• 4" B PIPE CULVERT MITER yp - TOyp�` TYp DETAIL "A" (Showing Corrugated Metal Pipe Culvert.) (Details at Concrete Pipe Culvert are Simi lor.) - "' - -- '-"" -'-- - --- --'_ __ -_ _ _ _-- _ -'_- (Showing Invert with Corrugated MetPipe Culvert. Concrete Pipe Culvert details ore similar. Cross Pipes not shown for clarity.) C Bend first Cross Pipe 6 4O p, Anchor Bars as necessary °m' e to maintain 2" clear C T, ox cover to Toewall edge Riprop C q of concrete Riprop Z 0� Q 2 3 PIPE W/ ANCHOR BARS rt Cross Pipe Flow Line Yp O® /^>3 ` SECTION B-B i ♦ N H (Cross Pipes not shown for clority.) Riprop "6 Anchor Bar x 1'-4" (Typ) SECTION C-C Cross Pipe \ CROSS PIPE LENGTHS, REQUIRED PIPE SIZES, & RIPRAP QUANTITIES `,9 Nominal Conc Pipe Single Multi - Conditions for Cross Culvert Riprop Culvert Barrel Barrel Q2 use of Pipe I.D. (CY) 6 Spa - G - III - Q1 Cross Pipes Size 12" 0.6 9" N/A 2'- 1" 1'- 9" 3 or more Pipe Culverts 3" Std 43. 500" 0. D. ) 15" 0.7 il" N/A 2'- 5" 2'- 2" 18" 0.8 1'- 2" N/A 2'-10" 2'- 8" 21" 0.9 1,- 4" N/A 3'- 2" 3'- 1" 24" 0.9 1'- 7" N/A 3'- 6" 3'- 7" 27" 1.0 1'- 8" N/A 3'-10" 3'-11" 3 or more Pipe Culverts 30" 1.1 1 1' -10" N/A 4'- 2" 4'- 4" 2 or more Pipe Culverts 3 '/2" Std (4. 000" 0. D. ) 33" 1.2 1 1'-11" 4'- 2" 4'- 5" 4'- 8" All Pipe Culverts 36" 1.3 2'- i' 4'- 5 4'- 9 5'- 1' All Pipe Culverts 4" Std (4.500" 0. 0.) 42" 1.5 2'- 4' 4'-11 5'- 5 5'-10' 48" 1.7 2'- 7' 5'- 5 6'- 0 G'- 7' All Pipe Culverts 5" $to (5.563" 0. 0.) 54" 2.0 3' 0" 5'-11 6' 9' 7' 6' 60" 2.2 3'- 3" 6'- 5" 7'- 4" 8'- 3" 66" 2.4 3'- Y 6'-11" 7'-10" 8'- 9" 72" 2.7 3'_ 4" 1 7'- 5" 8'- 5" 9'- 4" lD The proper installation of the first Cross Pipe i5 critical for vehicle safety. The top of the first Cross Pipe must be placed at no more than G" above the flow line. 2O Size of Cross Pipes, except the first bottom pipe, stroll be as shown in the PIPE SIZE table. The first bottom pipe shot be 3 1/2" Standard Pipe (4" O.D.I. 3O The third Cross Pipe from the bottom of the Culvert 5holl always be installed using a bolted connection. Care shall o o 0 be token to ensure that Ri rConcreten t fl w info es pop mdoes Cross Pipe as permit disassembly of the bolted ctheon allow le connection to allow access) At the Contractor's option, all Other Cro55 Pipes may also be installed using ose Pipe the bolted connection details. 4O Match Cross Slope a5 Shown elsewhere in the plans. Cross Slope of 6:1 or flatter is required for vehicle safety. SO Riprop placed beyond the limits shown will be polo as Concrete Riprap in accordance with Item 432, "Riprop". © Quantities shown are for one end of one reinforced Concrete 2" Pipe Culvert. For multiple pipe culverts or for Corrugated (Typ)--- Flow CROSS PIPE DETAILS rL Cross Pipe (flush e6 Reinforcing - Metal Pipe Culverts, quantities will need to be adjusted. Line with top of Riprop) Anchor Bar - Min Riprop quantities ore for Contractor's information only. Clear GENERAL NOTES: Limits of Riprop - - -- ---- (to be included 1 -6" (_Typ) - Cross Pipes are designed for o traversing with S.E.T. for Tangent to a load of 10,000 pounds at yield as recommended by payment) O�_ n widest portion N �- Research Report 280-2F, "Safety Treatment of ISOMETRIC VIEW OF of Pipe Culvert of Roadside Parallel-Droinoge Structures", Texas Riprop Transportation Institute, March 1981. TYPICAL INSTALLATION Pipe Culvert Safety End Treatments shown herein ore intended -- Pipe Culvert (C. M. P. or Riprop for use in those installations where out of control v (C.M.P. or Concrete) -- vehioleS ore likely to traverse the openings Concrete) opproxi mate ly perpendicular to the Cross Pipes. Riprop and oil necessary inverts shall be Limits of Riprop (to be included with S.E.T. for payment) OS SHOWING TYPICAL PIPE SHOWING CROSS PIPE Concrete Riprop conforming to the requirements of Item 432, Riprop". CULVERT & RIPRAP WITH ANCHOR BAR Payment for riprop and toewoll is included in 3'-6" 2'-0' Cross Pipes O 2'-0" _ 6" the Price Bid for each Safety End Treatment. Mox - Eq Spa of 2'-0" Max Cross Pipes shell conform to the requirements 6' Min � 4' Min Qi Q2 or qi of ASTM A53 (Type E or S, Grade B), ASTM A500 _ -- (Grade B) or API 5LX52. 6 O C. Cross Pipe (flush '{ - ai 1 i with top of Riprop) 2•_Mi x/n • x 12 Bolt Botts and nuts shall conform to ASTM A307. All steel components, except concrete Trimmed Edge of Pipe Culvert w/ Hex Nut & Washer reinforcing, shall be golvon,zed after ------ -- __ Galvanizing omo e during Working - rL Gross Pipe --- Cross Pipe 'flush _ - - - - - in accordance with thespecifications. fabr icai'iOn, GalVanlZl tl d u _ transport or construction sho91 be repaired Ancchor Bolt - Working _.i with top of Riprop) Point -,--#. 1--Q 3 /2" Dia n� v+ Cross Pipe( O -----_- __ ----.. a.,.m} A 777 Top of Cross O3 -- N p �[ ' w =o Pipe IO-� c ~ ( l Anchor Toewol l-- a Pipe Culvert N (C. M. P. or / Concrete) -- g•'F -vFiow A (:See Line - 8 - `-See DETAIL "A" SIDE ELEVATION OF CAST -IN -PLACE CONCRETE (Showing Concrete Pipe Culvert.) (Details at Corrugated Metal Pipe Culvert Ore similar.) Center Anchor Bolt between Pipe Culverts Pipe Culvert 1. 0. (Nominal) SHOWING CROSS PIPE WITH BOLTED ANCHOR SECTION A -A Texos Departmenfof Tronsportotlon Bridge Dlvlslon SAFETY END TREATMENT FOR 12" DIA TO 72" DIA PIPE CULVERTS Pipe Culvert TYPE 11 PARALLEL DRAINAGE Spo - G SETP-PD n,[: eetp0ese.dgn ox: GAF I It CAT orv: JRP az: GAF ©1x001` May 2005 m;mla r[ocna sic Puw[n ncvisicx: <a:+n �ca+ino,.Js<cr boo "�c.:ver SAFETY END TREATMENT FOR 1r CIA TO 7Y DIA PIPE CULVERTS - TYPE B - PARALLEL ORNNAQE Canterpoint Energy/Electric Facilities (Approved only for crossing underground ductlines, unless otherwise noted.) Valid at time of review only Date: SBC Approved for underground conduit facilities only. Signature valid for one year. Date: CenterPoint Energy/Gas Facilities (Gas service lines are not shown) TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT AT 713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS (Data by Harris County Flood Control District) RM 060020 Floodplain Reference Mark Number 060020 is a Harris County Flood Control District aluminum disk stamped "F 216 BM-03" on bridge at Fairmont Parkway (Eastbound) and Stream F216-00-00 located on concrete walk on the downstream side at center of bridge of eastbound lanes, 0.1 mile east of State Highway 146. Elevation 12.97 feet (NAVD 1988, 2001 Adjusted) NOTE 1 1 1 ADDENDUM #1 1 EDP 1 10/05/2009 1 HUITF~ZOLLARS 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 . .. OF..Tc,_ 1 it * . EMMANUEL DE PAU ...........82627 ...... i+ �... ... . \� �"`� � ® � Huitt-Zollars Inc. ' Firm Registration No. F-761 SURVEYED BY: DRAWN BY: HUITT-ZOLLARS JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168-PLAN-24.dwg EDP OWNERICLIENT: CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281) 4715020 SHEETTITLE: FAIRMONT PARKWAY SHARED USE PATH DRIVEWAY AND SAFETY END TREATMENT DETAILS DRAWING SCALE SHEET NUMBER R Noted VE2l7 OF 49 VERT: N/ NIA EXIST. EXIST. 11 EXIST. S.S. M.H. C� 12 S.S. - - -.-- I ----/ ---------------------------------- 0 --------- j ------------------------------------ I EXIST. 8" S.S. 16+00 - - - - - - - - - - - - - - - - - - - - --14+00 -t -- ------ rEXIST. TYPE "H-2" INLET EXIST. -iEXIST. S.S. BORE 2" S.S. 1-4 . .... - ----- - ----------- ------------------------------- :�p ------ EXIST. S.S. M.H. _,-EXIST. PM. (TYP.) EXIST. TYPE 1 JNCT. BOX _=tCO 12+00 .L_ - - - - — - - - - - - - - — — — — — — — — — - — — — — -- —:FAM —6*r:x �— 7,7,9 Ld ;-21 >:- 0 V), W X W x Ld 12" S.S. L....... ............. ..... .......... .. . ............ . ------ ..... ...... ----------------------------- L CV (N T-T- EXIST. I PLUG 'ZEXIST. 30" 1 0) STM. SWR. BOX o It EXIST. 24"-IAI EXIST. S.S. M.H. STIVI. SWR. I EXIST. TYPE EXIST. "H-2" IbILET 112" W.L. EXIST. GV,`I-I 184454 396.97 387.97 4 ------- ------------- ------------------------ - ----- - ----- --- EXIST. ----------------- ------------- EXIST. 12" W.L. EXIST. 8-TEE/GV 8"TEE/G.V. to FLOOD STATEMENT THE SUBJECT PROPERTY APPEARS TO LIES WITHIN SHADED ZONE X. AS PER THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 48201CO940L, DATED JUNE 18, 2007, (TSARP). WARNING: THIS STATEMENT IS BASED ON SCALING THE LOCATION ON THE ABOVE REFERENCED MAP. THIS INFORMATION IS TO BE USED TO DETERMINE FLOOD INSURANCE RATES ONLY, AND IS NOT INTENDED TO IDENTIFY SPECIFIC FLOOD CONDITIONS. UTILITIES STATEMENT THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON ABOVE -GROUND STRUCTURES AND UTILITY LOCATIONS BY UTILITY COMPANIES. UTILIITES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROCESS OF THIS SURVEY TO LOCATE BURIED UTILJTIES/STRUCTURES. i mli Wi WJAA MIRrL M AM I E M NOTE: (1) 4- REINFORCED CONCRETE #5 SACK/ C.Y. 3000 P.S.t., 28 DAY WITH #4 (EPDXY COATED) 0 24- O.C.E.W. PROPOSED ADDITIONAL SIDEWALK DOAN& 4'-0* SMEWNX JOINT #3 DOWELS 6* 0 24' O.C. MAX 22• TOWARD STREET Exsnrvc SIREFT 6vi?8 SAND #3 9 1pt-7ow eO.C. SIDEWALK CROSS-SECTION "A" & "B" SIDEWALK AT EXISTING CURB STA. 4+25 EX/SANG 4=0' MEWALK FT07117 077 -1 #3 DOWELS 0 24" D.C. MAX 9Z WWARD SIREk"t SAND #3 0 IS- O.C. SIDEWALK CROSS-SECTION "A" & "B" 11+00 10+00 ------------- ---------- Lij Z -j EXIST. 8" W.L. -17 0 EXIST. EXIST. F-- < 8"TEE/GV 112" W.L. 587.97 101 SCALE 1 "=30' .........'soii The seal'appearing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on O EXIST. EXIST. S.S. M.H. 12" S.S. I EXIST. 30" STM. SWR. ----- o----------------------------¢- o Q i EXIST. 24" I— STM. SWR. EXIST. TYPE 1 JNCT, In 5+00 BOX W/CURB INLET TOP 34+00 LLJ I I J i EXIST. TYPE "H-2" EXIST. TYPE "H-2" j U I INLET W/5' EXT. INLET W/5' EXT. ;... EXIST. TYPE 1 JNCT. BOX W/CURB INLET TOP 33+00 O STM. SWR. ! o—O 0-0—O—o—I-II —II —II lI —II —II fl —li II II —II —U II —II I{ Il EXIST. EXIST. STM. CHN-LINK F CE o SWR. M.H. EXIST. WOOD FENCE PROP. END 209 L.F. 2' WIDE PROP. BEGIN 209 L.F. 2' WIDE CONC. SIDEWALK ADDITION, CONC. SIDEWALK ADDITION, (SEE S.W. CROSS —SEC. DET. "B"), (SEE S.W. CROSS —SEC. DET. "B"), STA. 34+84. STA. 32+01 NOTE: FILL—IN FROM SIDEWALK TO CURB; ADD 0.5' TO WEST SIDE OF EXIST. SIDEWALK. PROP. BEGIN 231 L.F. 2' WIDE CONC. SIDEWALK ADDITION CARLOW ROAD S.S. M.H. _________ ________�=—- EXIST. 36" STM. SWR. 32+00 31+00 DEFIANCE ROAD -ll 11 11 •{—ll It — l EXIST. GV & TERMINATION . \ \\\ PROP. 17 L.F. 2' WIDE \�\ EXISr.;\\ CONC. SIDEWALK ADDITION \ OUTFALT\, EXIST. \� \ EXIST. \\ 12' S.S. �36" STM. SWR. \ i '-EXIST. TYPE 1 JNCT. BOX W/CURB INLET TOP 30+00 I I I EXIST. 24" �I EXIST. TYPE "H-2" STM. SWR. 'I `INLET W/5' EXT. -11 -11 --n -11 -I/- EXIST. 12" W.L. PROP. END 209 L.F. 2' WIDE CONC. SIDEWALK ADDITION, (SEE S.W. CROSS —SEC. DET. "A"), STA. 31+33 Elk PROP. CUT CURB. OUT z & SLOPE 1:12 TO STREET WI YI Z Z� =o UI EXIST. EXIST. CONCRETE X� EXIST. TYPE "H-2" CHNLNK FENCE DRIVEWAY EXIST. S.S. M.H. w 12" S.S. INLET W,5' EXT.------------------------------------------- ST. SIDEWALK EXIST. U/G CABLE. PROP. 9 L.F. & WIDE CONC. SIDEWALK, SLOPE 1:12 FLOOD STATEMENT THE SUBJECT PROPERTY APPEARS TO LIES WITHIN SHADED ZONE X, AS PER THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 48201C0940L, DATED JUNE 18, 2007, (TSARP). WARNING: THIS STATEMENT IS BASED ON SCALING THE LOCATION ON THE ABOVE REFERENCED MAP. THIS INFORMATION IS TO BE USED TO DETERMINE FLOOD INSURANCE RATES ONLY, AND IS NOT INTENDED TO IDENTIFY SPECIFIC FLOOD CONDITIONS, UTILITIES STATEMENT THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON ABOVE -GROUND STRUCTURES AND UTILITY LOCATIONS BY UTILITY COMPANIES. UTIUITES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROCESS OF THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES. EXIST. 1" W.L. 24+00 EXIST. 12" W.L. VEXIST. 24" STM. SWR. PROP. END 207 L.F. 2' WIDE CONC. SIDEWALK ADDITION EXIST. CHAIN SEXIST. S.S. M.H. / LINK FENCE j-'0- 24" STM. SWR. 1 I EXIST. TYPE 1 JNCT. BOX I W/CURB INLET TOP 2j EXIST. 24"-- STM. SWR. EXIST. TYPE "H-2" j INLET W/5' EXT. ! 77PROP. EXIST. WOOD FENCE BEGIN 209 L.F 2' WIDE CONC. SIDEWALK ADDITION, (SEE S.W. CROSS -SEC. DET. "A"), STA. 29+24 PROP. END 2318 L.F. 2' WIDE _ CONC. SIDEWALK ADDITION, (SEE S.W. CROSS —SEC. DET. "A"), STA. 27+23 ------- ° ------------------- -- EXIST. N. EXIST. TYPE 1 JNCT. S.S. M.O ?> 29+00 BOX W/CURB INLET TOP 28+006 O EXIST. 12" S_S----------------•-----•-----•--- -- ----------- --------------------------------- 23+00 22+00-----------------------21+00— — — — — — — — — — — — — — ------------------------------------------------------------ EXIST. 30" STM. SWR. EXIST. TYPE 1 JNCT. BOX I I EXIST. TYPE "H-2" ! INLET W/5' EXT. EXIST. GV EXIST. 8"TEE/GV EXIST. S.S. M.H. EXIST. TYPE `fit L tiVtET_------- EXIST, 24" STM. SWR. 20+00 19+00 ----------------------------------------------- EXIST. 30" STM. SWR. I 3T. TYPE 1 I JNCT. BOX EXIST. TYPE] "H-2" INLET 1! -- EXIST. - - -- - -- - - - - - - - - - - - -- - - - - - -- - - - - -- -- - - - - - -------------------- -------- --- ..... - - ------ —--- ----- ------------- — ------------- EXIST. 1-------- F.H./GV r 'rje OFTES lljIt a *: :* ......................... RODNEY LEE SLATON 90298 ��. Fes_ •.... _.c,�� The seal appearing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on /0-W-Q9 -F- cV Q E— V) W Z J' 21 SCALE: 1 "=30' EXIST. PLANTER Q !n Z V co W F— Z Q W W !!�^ vJ U W EXIST. 6 SIGN d t� z W EXIST. TYPE "H-2" INLET W/5' EXT. 3+00 321.66 EXIST. SIGNAL 3+00 t CONC. SIDEWALK fSEE-S:W>jaR_oSS BEGIN AT STA. 3+ END AT STA. 3+34 G 2-10p DET. "A"), 47+00 2. 0' L 2 0 EXIST. SIGN CONC. SIDEWALK ADDITION, (SEE S.W. CROSS -SEC. DET. "A!'), BEGIN AT STA. 3+38 END AT STA. 3+54 2+oo EXIST. PIPELINE VALVE EXIST. CHN-LINK FENCE M.H. I+00 r- 2. 0' EXIST. TYPE 1 JNCT. BOX W/CURB INLET TOP i EXIST. CHAIN LINK FENCE - EXIST. SIGN 1.5' EXIST. GAS METER CONC. EXIST. DRIVEWAY S.S. M.H. EXIST. CHAIN LINK FENCE CONC. -------------------- EXIST. TYPE 1 JNCT. BOX W/CURB INLET TOP O EXIST. 24" O STM. SWR. -C)' - EXIST. TYPE "H-2" INLET W/5' EXT. Y„�Lo w - _.- + ----- L - dam' CD Ha- O U) - 2. 0, d' W z T v • .v 1/4" / FT SLOPE MAXIMUM 0.125' (TYP.)---EXIST. 4.0' SIDEWALK PROP. 2.9 SW. ADDT NOTE: 4" REINFORCED CONCRETE V 21" #5 SACK/ C.Y. 3000 P.S.I., 28 DAY NTH #4 (EPDXY COATED) 0 24" O.C.E.W. SIDEWALK CROSS—SECTION "A" FOR 2' ADDITION N.T.S. PROP. 6" S.W. AWN 0.125' FT SLOPE MAXIMUM PROP. 1.5' P. (TY ) 4.0' SIDEWALK S.W. ADD'N "I l--s" ,s ------ NOTE: 4` REINFORCED CONCRETE #5 SACK/ C.Y. 3000 P.S.I., 28 DAY WITH #4 (EPDXY COATED) 0 24" O.C.E.W. SIDEWALK CROSS—SECTION "B" FOR 2' ADDITION b EXIST. CHAIN I EXIST. EXIST. CHAIN EXIST. HOG- EXIST. HOG- d EXIST. CHAIN I LINK FENCE ~° GAS METER LINK FENCE i EXIST. CONCRETE EXIST, WIRE FENCE WIRE FENCE !'� LINK FENCE ° (EXIST. CHAIN j S.S. M.H. DRIVE GAS METER CONC. CONC. LINK FENCE ASPHALT ASPHALT S EXIST. 1 DRIVEWAY 1 I DRIVEWAY DRIVEWAY DRIVEWAY METER o i O ,^^ ((—ll n ll,l—OII 11-11f1 /l—ifll— - u' EXIST. TYPE 1JNCT. I EXIST. EXIST. I EXIST. EXIST. TYPE 1 JNCT. 30" STM. SWR. O U BOX W CURB INLET TOP I S.S. M.H. 30" STM. SWR. EXIST. I BOX W CURB INLET TOP I Q 43+00 / 42+00 41+00 40+00 39+00 S.S. M.H. 3�+00 / 37+00 �++ m I- EXIST. 24" I w ' EXIST. 24"—I , � � � � EXIST. —I 1.5 I 1.5 STM. SWR. I EXIST. TYPE "H-2" 1.5 LO i STM. SWR. I EXIST. TYPE "H-2'> I O 12" S.S. W W 7 I INLET W/5' EXT. i Z z 1 T W 5' EXT. _ o I- - o .• < . > .. • .. ...... .. •- . .. ,. .•.. ., -7:L Tom'—•—�' " •' _ Un1/—n a u—a--a—u—arr—a—n�u—n—ll--a—lr—n-11-11 989.53/n—u—n— lunn a n—n/( a —nu n n—a—n n-11—n—u— H--- -----------------------------,------------' EXI Q Q EXIST. WOOD FENCE 2 Q' EXIST . SAN. SWR. M.H. TIE—IN EXIST. EXIST. WOOD FENCE 2 Q' EXIST. 36 STM. SWR. I PROP. 752 L.F. 2' WIDE EXIST. STM. SWR. TYPE "A" INLET ° WET ELL CONC. SIDEWALK ADDITION, REECH AVENUE L S.S. M.H. (SEE S.W. CROSS -SEC. DET. "B"), PROP. END 803 L.F. 2' WIDE NOTE: FILL-IN FROM SIDEWALK TO CURB; PROP. BEGIN 803 L.F. 2' WIDE BEGIN AT STA. 40+47, CONC. SIDEWALK ADDITION, ADD 0.5' TO WEST SIDE OF EXIST. SIDEWALK. CONC. SIDEWALK ADDITION, B " " END AT STA. 3+15 (SEE S.W. CROSS -SEC. DET. ), (SEE S.W. CROSS -SEC. DET. "B"), STA. 40+03 STA. 35+07 FLOOD STATEMENT THE SUBJECT PROPERTY APPEARS TO LIES WITHIN SHADED ZONE X, AS PER THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 48201CO940L, DATED JUNE 18, 2007, (TSARP). WARNING: THIS STATEMENT IS BASED ON SCALING THE LOCATION ON THE ABOVE REFERENCED MAP. THIS INFORMATION IS TO BE USED TO DETERMINE FLOOD INSURANCE RATES ONLY, AND IS NOT INTENDED TO IDENTIFY SPECIFIC FLOOD CONDITIONS. UTILITIES STATEMENT THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON ABOVE —GROUND STRUCTURES AND UTILITY LOCATIONS BY UTILITY COMPANIES. UTILIITES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROCESS OF THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES. ......................... +. RODNEY LEE SLATON •••••.••• 90298 The seal :dppearing-6W this document was authorized by RODNEY LEE SLATON P.E. 90298, on SCALE: 1 "=30' a a a z C G u 0 co H co W z J U f- Q FROM ST. CURB AT STA. 9+72 G.V. 3+98 PROP. END & SIDEWALK OFFSET AT INTSECTION OF SPENCER HWY. & BAY AREA BLVD. W1 WCR STA.54+15 ......................... .. RODNEY LEE SLATON .................... q- 90298 iI�O�E Gf$TE..�....Ax The seal-AplYe6ring on this document was authorized by RODNEY LEE SLATON P.E. 90298, on 0 IN 0 100 200 SCALE; ?= 100' GENERAL NOTES CONTRACTOR TO REMOVE & DISPOSE OF VEGETATION OR TREES IN THE PATH OF THE SIDEWALK. CONTRACTOR TO COMPLY WITH ADA/TAS SPECIFICATIONS. 3. CONTRACTOR WILL CURVE SIDEWALK CONCRETE AROUND STREETLIGHTS WHEN NECESSARY PER STREETLIGHT DETAIL. STREETLIGHTS LOCATIONS ARE SHOWN IN APPROXIMATE LOCATIONS. STREET LIGHTS SMALL BUSH LIVE OAK TREE (25 GALLON) PECAN TREE (25 GALLON) ®® PARK BENCHW/WTR. FOUNTAIN GENERAL NOTES 1. CONTRACTOR TO REMOVE & DISPOSE OF VEGETATION OR TREES IN THE PATH OF THE SIDEWALK. 2. CONTRACTOR TO COMPLY WITH ADA/TAS SPECIFICATIONS. 3. CONTRACTOR WILL CURVE SIDEWALK CONCRETE AROUND STREETLIGHTS WHEN NECESSARY PER STREETLIGHT DETAIL. STREETLIGHTS LOCATIONS ARE SHOWN IN APPROXIMATE LOCATIONS. PROP. BEGIN 8' SIDEWALK, OFFSET AT INTSECTION OF FAIRMONT PARKWAY & BAY AREA BLVD. W/ WCR STA. 5+28 LEGEND 1 STREET LIGHTS 0 SMALL BUSH G CREPE MYRTLE (10 GALLON) f LIVE OAK TREE (25 GALLON) PECAN TREE (25 GALLON) ®® PARK BENCHW/WTR. FOUNTAIN PROP. PARK BENCH &F PROP. BEGIN 8' CONC. SW WATER FOUNTAIN FOLLOWS R.O.W. AT STA.10+24 STA. 9+17 PROP. 24" RCP o 1 8.� PROP. G.V. STA. 5+55 PROP. 387 LF PROP. 24" RCP 2" PVC W.L. INLET TYPE "A-4" q STA. 8+00 8.a .� •I45..•r a. lifti w;,t {�j' p ��..• n•{;SY L"1: LL. � ...,.... .. • . .• a .. CL I 6+00 p V 7+00 8+00 9+00 N "' PROP. END 8' S/UN OFFSET • O FROM ST. CURB AT STA. 9+72 1 U) .� R.O.W. _ - ,I N 3 gl O . t- . I BREAK—OUT INLET PROP. CONC. SIDEWALK SINK FROMI NATURNLET AL GROUND—\ a PROP. 8' CONC. �. -d _ SIDEWALK 11 44 STREET LIGHT — -- STREET CURB STREETLIGHT DETAIL INLET TYPE "A-2" � STA. 10+45 44 F •.'i:: N.T.S. PROP. 1706 L.F. PROP. 24" 8' WIDE CONC. SIDEWALK EXIST. 10' UTILITY ESMT. INLET TYPE "B-20 q STA. 10+45 24* FL _ � l EXIST. TYPE 'C• INLET 24" RCP (VARIABLE LENGTH) TYPE "A" INLET (TYP.) / BOUND EXIST. 10' UTILITY ESMT. / y.Op'C� � TF'y-9ss1 .RODNEY LEE SLATON ......................... 90298 ►. rsr °Xr: The seal Ai p—eoring on this document was authorized by RODNEY LEE SLATON P.E. 90298,�on 0 W 100 SCALE: 1'= 50' PROP. 24" RCP - / INLET TYPE °C-2" / r_ STA, 20+27 STA. 28+76, TYPE "C" M.H. E-3 W/ GRATE TOP, STUB OUT 1-4 JT OF 42" RCP & PLUG STA. 30+50 SWALE BREAK EXIST, 10' UTILITY ESMT. FL = 17.5� 10'X15' T.C.E. - STA. 32+29, TYPE "C" M.H. F-3 W/ GRATE TOP, STUB OUT 1-4 JT OF 42' RCP & PLUG FL = 11.59 INLET TYPE "8-2", STA. 26+15, STA. 27+31 TYPE "C" M.H. D-3 W/ GRATE TOP, SWALE BREAK 10'X15' T.C.E. STUB OUT 1-4 JT OF 36" RCP & PLUG FL = 17.11 10'X15' T.C.E. /' STA. 24+25 GENERAL NOTES 1. CONTRACTOR TO REMOVE & DISPOSE OF VEGETATION OR TREES IN THE PATH OF THE SIDEWALK. 2. CONTRACTOR TO COMPLY WITH ADA/TAS SPECIFICATIONS. 3• CONTRACTOR WILL CURVE SIDEWALK CONCRETE AROUND STREETLIGHTS WHEN NECESSARY PER STREETLIGHT DETAIL. STREETLIGHTS LOCATIONS ARE SHOWN IN APPROXIMATE LOCATIONS. LOCATIONS ARE SHOWN IN APPROXIMATE LOCATIONS. LEGEND i STREET LIGHTS 0 SMALL BUSH 0 CREPE MYRTLE (10 GALLON) LIVE OAK TREE (25 GALLON) PECAN TREE (25 GALLON) ®® PARK BENCHW/WTR. FOUNTAIN INLET TYPE "E-2" � STA. 28+76 42" FL 10.39 r .. �• 31+00 . .. _...., .32+00. 30+00. 3 m. PROP. 715 L.F. 8' WI E CONC. SI EWALK O CLLSTA. 32+29 ET TYPE 2" Q 42" FL 11.58 BAY AREA BLVD. DRAINAGE DITCH a PROP. 8' CONC. �. 4. SIDEWALK q a4 STREET LIGHT STREET CURB STREETLIGHT DETAIL N.T.S. PROP. CONC. SIDEWALK SINK FRIA OMNATURANLET L L GROUND--\ SOUTH BOUND 10'X15' T.C.E. STA. 35+82, TYPE "C" M.H. G-3 W/ GRATE TOP, STUB OUT 1-4 JT OF 42" RCP & PLUG FL = 11.75 INLET TYPE "G CE STA. 35+82 42" FL 11.72 DUST. TYPE 'C' INLET PROP. 24" RCP (VARIABLE LENGTH) TYPE "A" INLET (TYP.) dl ySPjE °F TFkgsti+l ....... ..... •RODNEY LEE SIATON 90298 • .. The seal o0i5earing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on R -)I - ®� N M o so Too SCALE: 1N= 50' STA. 37+67 SWALE BREAK 1 \ STA. 31 TYPE 'Co M.H. H-3 W/ GRATE STUB OUT 1-4 JT OF 42" RCP & FL of CITY OF LA PORTS DWN: JR A F o PLANNING DEPT.ENGINEERING DIV. a 604 W. FAIRMONT PKWY. CK'D: RLS LA PORTE. TEXAS, 77671 281-471-5020; FAX: 281-470-5005 APP'D: RLS SIDEWALK STA. 22+46 to STA. 39+62 1 "=50' FEB. 2009 )ro ject No.: 2009-5201 SHEET: 33 N Co M f VA R PROP. 8' CONC. �. d : SIDEWALK q ad +77, TOP, STREET LIGHT 'LUG -�— STREET CURB 11.90 LEGEND t STREET LIGHTS GENERAL NOTES :15' T.C.E. STREETLIGHT DETAIL 1. CONTRACTOR TO REMOVE & N.T.S. DISPOSE OF VEGETATION OR • SMALL BUSH TREES IN THE PATH OF THE SIDEWALK. \ STA. 37+67 / BEGIN VPI SWALE INLET/� 1 2 e ._ \0'X15' T.C.E. VTA. .77 40tpQ a. FL 1.88 \ M C0 0+p ¢7 M � 0) W z J STA. 41+02, TYPE "C" M.H. 1-3 W/ GRATE TOP, STUB OUT 1-4 JT OF 42" RCP & PLUG FL = 11.00 �INLET TYPE "1-2" � STA. 41+02 \FL 10.99 R0 /\ SOUTH BOUND o� n Ln U N � m 0 CREPE MYRTLE (10 GALLON) 2. CONTRACTOR TO COMPLY WITH ADA/TAS SPECIFICATIONS. LIVE OAK TREE (25 GALLON) 3• CONTRACTOR WILL CURVE SIDEWALK CONCRETE AROUND STREETLIGHTS WHEN NECESSARY PER STREETLIGHT 25 GALLON TREE PECAN ( ) DETAIL. STREETLIGHTS LOCATIONS ARE SHOWN IN APPROXIMATE LOCATIONS. IIIIIIIIIIIIIIIIIIII101PARK BENCHW/WTR. FOUNTAIN STA. 44+75 BEGIN VPI SWALE \\ FL = 18.20 PROP. 1733 L.F. ��.•;; �� 8' WIDE CONC. SIDEWALK \� PROP. END 8' CONC. SM �:. ''•.,,•. STA. 46+72 STA. 46+72 FOLLOWS R.O.W. AT STA. 49+22 " %'•�.. _"`•PREP 24" RCP y TYPE "C" M.H. J-3 W/ GRATE TOP, UTILITY ESMT. PROP. PARK BENCH & EXIST. 10' 4S' - • :.vt-.,,. -�.S7� BOUT 1-4 JT OF 42" RCP &PLUG oo''" 'rs.• FL = i2.41 _ __ WATER FOUNTAIN J, `= '.cs:�: 1.•... _ _ -- •. •.:.; ..� :•�.. _"----- _____---- STA.49+57 STA. 50+75, �, TYPE "C' M.H. K-3 W/ GRATE TOP, INLET TYPE "J- q STA. 46+73 ♦!!® � '' .: ;:• 3 STUB OUT 1-4 JT OF 42" RCP & PLUG FL = 12.45 42" FL 12.38 ® !� `" ::. O d I 10 X15' T.C.E. INLET TYPE "K-2" rE STA. 50+75 42" FL 12.44 .. � �.... .. _.. .:,: '.A• fit. t'. .......... _ _00 �... - -.,., .... 51+00, M.H. J-T— STA. 46.50 FL 11.84 X 4• BOX NORTH BOUND \\ :.. _ ,.......: O o: ---------- — STA. PROP. 435 LF 2" PVC W.L. M 0 so 100 SCALE: 1'= 50' PROP. - 24" RCP INLET "L-2" STA. 53+74 FL = 14.35 R.O.W. 3 K v~i JG w y"''ys *1 ...•. NEY*....•••..•.••• RODNEY LEE SLATON 90298 11�cG1STE�' 1ne sear -appearing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on 9-D (- e 9 PROP. G.V. STA•53+98 PROP. END 8' SIDEWALK, OFFSET AT INTSECTION OF SPENCER HWY. & BAY AREA BLVD. W/ WCR _ STA.54+15 wo U N Z W EL v) 10.00, 1.00' 10.00' 1.00, MIN 6" PARKING LOT PROP GROUND 0 3:1 MAX SLOPE (SLOPE VARIES) 2.50' #3 BAR @ 12" O.C. #3 BARS@ 1 8"O.C.E.W.- PROP 5" THICK CONC. HIKE AND BIKE PATHWAY TOWARDS STREET 2% COMPACTED TYPICAL CONCRETE SECTION NTS 8.00, PROP 5" THICK CONC. HIKE AND 3"R BIKE PATHWAY NATURAL GROUND ±2' FAIRMONT PARKWAY EASTBOUND PROP GROUND 0 3:1 MAX SLOPE (SLOPE VARIES) TYPICAL SECTION EAST OF SH 146 36" 8" 1/4' OR PER BRIDGE MANUFACTURER BRIDGE , X .4 .' . * * 4j 4 1/4" RAD. (TYP.) 18" LONG #5 DOWEL 0 12" O.C. 8" EMBED W/EPDXY GROUT . ..... . . . 4-1/2" CONCRETEABUTMENT COMPACTED SAND A #3 BAR 68" LONG PARKING LOT PROP 2" THICK ASPHALT HIKE AND BIKE PATHWAY 2% TOWARDS STREET 2% 8" CEMENT STABILIZED-//` LIMESTONE BASE PROOF ROLL & COMPACT EXIST SURFACE 2.50 TOC= - 15.66 6" CURB PROP GROUND 0 3:1-J #4 CONTINUOUS BAR-/ COMPACTED SAND SITE VARIES TYPICAL ASPHALT SECTION NTS 5.00 9 PROP 5" THICK CONIC. HIKE AND BIKE PATHWAY -3"R -EC=14.73 2% PROP GROUND 0 3:1 Vc=3000psi @ 28 DAYS (TYP.) SLOPE 1/4" PER FOOT. (MAX.) 3" (TYP.) j l7p 1.00, 1.00, wz 1;c- mm < w 0 0 m Cn 4.00' NATURAL GROUND 40'-0" (MAX.) (MAX.) (MAX.) TOC=13.92 -G=13.46 FAIRMONT PARKWAY EASTBOUND 1/4"x1/4" HAND TROWELED GROVE (MAX. 10 FEET ON CENTER) [o -.A 4- V-6" JOINT (MAX. 40ON CENTER) V-6" 1/2"1 JOINT SEALANT a5l #3x3'-O" DOWELS @1 8"O.C. (SLEEVE L3/4" geDwool> OR. ASPHALT Impgae?. ONE SIDE) rAAr69lAl- NOTE: EXPANSION JOINT W/ DOWELS IS REQ'D. AGAINST ALL WALKS AND CURBS. HUITT=ZOL[ARS 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 OF ....... ......... t. EMMANUEI DE I ...... ny ...... 82627 oil Ikk NAL Huitt-Zollars Inc. Firm Registration No. F-761 SURVEYED BY: DRAWN BY: HUITT-ZOLLARS JIMH PROJECT NO: DESIGNED BY: 02-1168-01 JIMH CAD DWG FILE: CHECKED BY: 1168 XSEC Ol,dwg EDP OWNEWCUENT: CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281) 471-5020 FAIRMONT PARKWAY SHARED USE PATH SIDEWALK DETAILS AND CROSS SECTIONS DRAWING SCALE SHEET NUMBER VORIZ: As Noted 35OF A--Q RT: N/A 1 FOR REDUCED PLANS a) v. aLi ai oaa))o-1 L O+ 0_ (A +'Q + 01v L•- c3_E L Co a)a)0L m v+v- Com - a v: vI L (n C C�•-- W a-C+ +- Y) T C vC4-v x 0 0 0 N L = oo(0 4-.- 4) () v U 44-- O ID E 0>v TX C"v .n H O O L 'a>,o0 C 4- Lo - > v L Z) °aEa) 4-a) O L u1 •- T a •- O aC-o vx.Q L C 0 T(0 v C C C �vo•- O O 0 O L TL4- ++oL 4-oco 0L(n(n L Q? + ir(on3CE W 7 CO L "mz°v(o a .0 U~=�0 0 cn + 0 C o x 4- o a 1- O IMMME MEMO NONE NONE MEMO MMEM MEMO MEMO NONE aBiMEMO 6"x 8"x 14" Treated Do not use Wood Block Washer between Bolt 11 5/g" Button Head Head and Post Bolt with Rail Element Nut & 1 3/4 "O. D. Washer(See General Note 3) . T/8 " D i a. hole in post & block. Front slope break Varies 2'-0" TYP i I I I I I I I I Edge of shoulder I or widened crown. I I I I I I I i I _ i TYPICAL POST 00 = N L N 4- U C w J v C Z 0 , t° c M C C w O o_ 0 0 3 v C 0 o: v o L I I 4- I I - I I M , I I (10 I I I I I titan D t0 WOOD BLOCK TO Toenail with one 16d Ga I v, prevent t WOOD BLOCK TO RECTANGULAR WOOD POST Note: See Rail Splice Detail for the required hardware. 61/4' 18" min 6 ,. 000 ti ;i r 31/4 1 0" 3/4 , 1 " x 11/2' — ___= Guard Slotted Rail Holes m I ,, W d W6 X 9.0 or W6 x 8.5 WOOD BLOCK TO STEEL POST -Permissible square punching guide hole, %" max.(Typ.) 13' - 6 1/2' 6' - 3" 1 6' - 3" 1" I 31/8' 9(Min.)000cSteel Post Fill Depth Steel Post Connection to g/8culvert slab 3/e (use when there 11 is less than — 44" cover over 5/6"x10"x rollculvert slab) (ASTM A36)Plate CuIvert i 1 1/4" di a.Slab > Holes Post(s) may require field modifications to ensure 3/4" dia. (ASTM A307) Bolts w/Washers proper guardrail height. Bolt length = slab+ 2" Field 1/4"x 6"x 8"(ASTM A36) clip topside washers if Steel Bottom Plate necessary to cIear weId.(15/,fi' HOIes> Direction of boltpIacement is upward. *LOWFILL CULVERTPOST FOR USE ON NON -BRIDGE CLASS CULVERTS ONLY ROUND WOOD POST I = o m 29/32, X 1 1/g, S I otted - - C+D - Holes (Typical) CD ct)I t °D CT M i 1/4 41/4 2 Y4"x 2 1/2" Slotted Holes (Typical) ELEVATION 12 %2'(NOM.) W-BEAM SECTION 25 foot sections may also be supplied (See General Note 2) MBGF length of need (L) 1 Terminal Anchor Section (TAS) 25' 6'-3" 6'-3" _3„ (See Options Below) ulrecTlon oT * * TERMINAL ANCHOR SECTION (TAS) Adjacent Traffic Terminal anchor sections are only for downstream use, when located outside the horizontal clearance area of opposing traffic. Provide 4 additional 3/4" holes in end of terminal rail section 8 % "x 2" hex bolts with nut and 1 %4 "x 3 " x 3/16 " p I ate washe 13/6' Ho I es -y— W-Beam Rail sP• 2„ Top of 12 o 2" 3 1�" 2 1 8'_10"x1/4"x 15%2" 1 lit 2.- ___-1 � �� W-Beam with i ®�, standard splice ®+ connection 0 4: A.. i 11/2 1 1 �212 o, Finished 70 at 4 /4 4 0 0 4 -'� 4 0 PIZA�Nw Terminal Grade Max. 1/2 3/16' Connector Max. Max. u Top of 11 a , q .' (See deta i I ) C °' °) Finished II E •- c 13/4 'a° ( E �� Post Bolt L Varies lice Bolt L 1 1/4 It or 2"/�Ova I Shou I der / I IT1TiTi11 a5/8Button Head��It��llll1BUTTON HEAD BOLT (See General Note 3) Ici ii N oGradeL 6"x 5/6"x roll min. -x 16 3/4" bent to 70° I a, W8 X 18 4 1" Dia. a - or 2 R s 6"x 5/6"X16 3/4" W8 X 18 = o (2'-4" min) I �, I Holes for T/8" x 2" o Note: Terminal Connector to be welded to 700 or 12" (2'-4" min) used with terminal anchor x 5/6 " x 16 %4 " plate 11—�I Hex Bolts with Nut and post options 2. bent to 700 1 3/4 0. D. Washer. 10 Ga. OPTION (1) Note: This anchor post requires four additional %4 holes OPTION (2) T T (shop or field) in the rail member with eight %" hex Note: This anchor post requires the use of the 10 ga. T 3" - o IS)- (A bolts with nut and plate washer. terminal connector with four T/8" hex bolts with nut and washer. 2'-6" Terminal Anchor Post TERMINAL ANCHOR POST OPTIONS of (See General Note 11) Dire* I ra)1 4 1" Dia. terming Terminal Holes 2" 4„ 411 Notes: Anchor Post Either concrete anchor may be used - °( °o( with either post option above. - 18 dia. round No construction joint is allowed by 5'- 0" deep in the concrete anchor. _ or 16" square Terminal rail may be bolted to v by 5'- 0" post and in twist position prior Deep Anchor to placing concrete anchor. If concrete anchor is precast, the area should be compacted as directed by the Engineer, when placed in the field. - TERMINAL CONCRETE ANCHOR OPTIONS (See General Note 11) 30" square x I I I I ✓ 2'- 4" deep I I I I or 3611 dia. I I i I round (min.) I I ( by 2'- 411 LL - - it Deep Anchor o, to „ v a Place face of post approx. on CL of anchor \ N +1 M II/ N M I 7 I/4 g 29/32 1 X 1 VSIt 4 I/4 " 4 1/4 " Slotted Holes. (See Note 3 1 — T for hardware) I I —I— I —O— O— �2V2"xY4" Slotted Hole TERMINAL CONNECTOR For connection hardware to concrete rails, see the MBGF transition standards. 121/22",41/4", 41/4" 2" RAIL SPLICE DETAIL GENERAL NOTES 1 % " Button Head Post Bolt with Nut and 1 3/4 "0. D. Washer. (See General Note 3) Direction of Adjacent Traffic % " Button Head ice Bolts and Nuts :e General Note 3) 1. The type of post (round wood post, rectangular wood post, or steel post) will be shown elsewhere in the plans. The exact position of MBGF shall be shown elsewhere in the plans or as directed by the Engineer. Steel posts to be galvanized in accordance with Item 445, "Galvanizing." 2. Rail element shall meet the requirements of Item 540,"Metal Beam Guard Fence" except as modified on the plans. The Contractor may furnish rail elements of 12 %2 or 25 foot nominal lengths. 3. Button head "post" bolts (ASTM A307) shall be of sufficient length to extend through the full thickness of the nut (ASTM A563) and Type A (1 3/4" O.D.)washer and not more than 1" beyond it. Button head "splice" bolts (ASTM A307) are %Is x 1 1/4" (or 2" long at triple rail splices) with a %It double recessed nut (ASTM A563). 4. Fittings (bolts, nuts, and washers) shall be galvanized in accordance with Item 445, "Galvanizing." Fittings shall be subsidiary to the bid item. 5. Crown shall be widened to accommodate the Metal Beam Guard Fence. 6. The lateral approach to the guard fence, shall have a slope rate of not more than 1 V: 10H. 7. Unless otherwise shown in the plans, guard fence placed in the vicinity of curbs shall be positioned so that the face of curb is located directly below or behind the face of the block. Rail placed over curbs shall be installed so that the post bolt is located approximately 21 inches above the gutter pan or roadway surface. 8. If solid rock is encountered within 0 to 18" of the finished grade, drill a 22" dia. hole, 24" into the rock, or drill two 12" dia. front to back overlapping holes, 24" into the rock. If solid rock is encountered below 18",drill a 12" dia. hole, 12" into the rock or to the standard embedment depth, whichever is less. Any excess post length, after meeting these depths, may be field out to ensure proper guardrail mounting height. Backfill with a cohesionless material. 9. Posts shall not be set in concrete, of any depth. 10. Special fabrication will be required at installations having a curvature of less than 150 ft. radius. 11. The terminal anchor section (TAS) post shall be set in Class A concrete (unless otherwise shown in the plans) in accordance with Item 421,"Hydraulic Cement Concrete." Concrete shall be subsidiary to the bid item requiring construction of the terminal anchor section (TAS). Terminal anchor post to be galvanized in accordance with Item 445, "Galvanizing." 12. Unless otherwise shown in the plans, a composite material post and/or block that meets the requirements of DMS-7210,"Composite Material Posts and Blocks for Metal Beam Guard Fence" may be substituted for posts and/or blocks of similar dimensions. The Construction Division, TxDOT maintains a Material Producer List (MPL) for producers of materials conforming to DMS-7210. Only producers on the MPL can furnish composite material posts and/or blocks. !P 9( r: EMMANUCUL DE PAU 82627 e;x. �) F .7 Texas Deportment of Tronsportatlon Af Design Dlvlslon (Roadway) METAL BEAM GUARD FENCE FILE: mbgf09. dgn DN: AM CK: AM Dw: BD cK: © TxDOT JULY 1994 DIST FEDERAL AID PROJECT SHEET REVISIONS 36 / 49` COUNTY CONTROL SECT JOB I HIGHWAY. ROUND WOOD POST I = o m 29/32, X 1 1/g, S I otted - - C+D - Holes (Typical) CD ct)I t °D CT M i 1/4 41/4 2 Y4"x 2 1/2" Slotted Holes (Typical) ELEVATION 12 %2'(NOM.) W-BEAM SECTION 25 foot sections may also be supplied (See General Note 2) MBGF length of need (L) 1 Terminal Anchor Section (TAS) 25' 6'-3" 6'-3" _3„ (See Options Below) ulrecTlon oT * * TERMINAL ANCHOR SECTION (TAS) Adjacent Traffic Terminal anchor sections are only for downstream use, when located outside the horizontal clearance area of opposing traffic. Provide 4 additional 3/4" holes in end of terminal rail section 8 % "x 2" hex bolts with nut and 1 %4 "x 3 " x 3/16 " p I ate washe 13/6' Ho I es -y— W-Beam Rail sP• 2„ Top of 12 o 2" 3 1�" 2 1 8'_10"x1/4"x 15%2" 1 lit 2.- ___-1 � �� W-Beam with i ®�, standard splice ®+ connection 0 4: A.. i 11/2 1 1 �212 o, Finished 70 at 4 /4 4 0 0 4 -'� 4 0 PIZA�Nw Terminal Grade Max. 1/2 3/16' Connector Max. Max. u Top of 11 a , q .' (See deta i I ) C °' °) Finished II E •- c 13/4 'a° ( E �� Post Bolt L Varies lice Bolt L 1 1/4 It or 2"/�Ova I Shou I der / I IT1TiTi11 a5/8Button Head��It��llll1BUTTON HEAD BOLT (See General Note 3) Ici ii N oGradeL 6"x 5/6"x roll min. -x 16 3/4" bent to 70° I a, W8 X 18 4 1" Dia. a - or 2 R s 6"x 5/6"X16 3/4" W8 X 18 = o (2'-4" min) I �, I Holes for T/8" x 2" o Note: Terminal Connector to be welded to 700 or 12" (2'-4" min) used with terminal anchor x 5/6 " x 16 %4 " plate 11—�I Hex Bolts with Nut and post options 2. bent to 700 1 3/4 0. D. Washer. 10 Ga. OPTION (1) Note: This anchor post requires four additional %4 holes OPTION (2) T T (shop or field) in the rail member with eight %" hex Note: This anchor post requires the use of the 10 ga. T 3" - o IS)- (A bolts with nut and plate washer. terminal connector with four T/8" hex bolts with nut and washer. 2'-6" Terminal Anchor Post TERMINAL ANCHOR POST OPTIONS of (See General Note 11) Dire* I ra)1 4 1" Dia. terming Terminal Holes 2" 4„ 411 Notes: Anchor Post Either concrete anchor may be used - °( °o( with either post option above. - 18 dia. round No construction joint is allowed by 5'- 0" deep in the concrete anchor. _ or 16" square Terminal rail may be bolted to v by 5'- 0" post and in twist position prior Deep Anchor to placing concrete anchor. If concrete anchor is precast, the area should be compacted as directed by the Engineer, when placed in the field. - TERMINAL CONCRETE ANCHOR OPTIONS (See General Note 11) 30" square x I I I I ✓ 2'- 4" deep I I I I or 3611 dia. I I i I round (min.) I I ( by 2'- 411 LL - - it Deep Anchor o, to „ v a Place face of post approx. on CL of anchor \ N +1 M II/ N M I 7 I/4 g 29/32 1 X 1 VSIt 4 I/4 " 4 1/4 " Slotted Holes. (See Note 3 1 — T for hardware) I I —I— I —O— O— �2V2"xY4" Slotted Hole TERMINAL CONNECTOR For connection hardware to concrete rails, see the MBGF transition standards. 121/22",41/4", 41/4" 2" RAIL SPLICE DETAIL GENERAL NOTES 1 % " Button Head Post Bolt with Nut and 1 3/4 "0. D. Washer. (See General Note 3) Direction of Adjacent Traffic % " Button Head ice Bolts and Nuts :e General Note 3) 1. The type of post (round wood post, rectangular wood post, or steel post) will be shown elsewhere in the plans. The exact position of MBGF shall be shown elsewhere in the plans or as directed by the Engineer. Steel posts to be galvanized in accordance with Item 445, "Galvanizing." 2. Rail element shall meet the requirements of Item 540,"Metal Beam Guard Fence" except as modified on the plans. The Contractor may furnish rail elements of 12 %2 or 25 foot nominal lengths. 3. Button head "post" bolts (ASTM A307) shall be of sufficient length to extend through the full thickness of the nut (ASTM A563) and Type A (1 3/4" O.D.)washer and not more than 1" beyond it. Button head "splice" bolts (ASTM A307) are %Is x 1 1/4" (or 2" long at triple rail splices) with a %It double recessed nut (ASTM A563). 4. Fittings (bolts, nuts, and washers) shall be galvanized in accordance with Item 445, "Galvanizing." Fittings shall be subsidiary to the bid item. 5. Crown shall be widened to accommodate the Metal Beam Guard Fence. 6. The lateral approach to the guard fence, shall have a slope rate of not more than 1 V: 10H. 7. Unless otherwise shown in the plans, guard fence placed in the vicinity of curbs shall be positioned so that the face of curb is located directly below or behind the face of the block. Rail placed over curbs shall be installed so that the post bolt is located approximately 21 inches above the gutter pan or roadway surface. 8. If solid rock is encountered within 0 to 18" of the finished grade, drill a 22" dia. hole, 24" into the rock, or drill two 12" dia. front to back overlapping holes, 24" into the rock. If solid rock is encountered below 18",drill a 12" dia. hole, 12" into the rock or to the standard embedment depth, whichever is less. Any excess post length, after meeting these depths, may be field out to ensure proper guardrail mounting height. Backfill with a cohesionless material. 9. Posts shall not be set in concrete, of any depth. 10. Special fabrication will be required at installations having a curvature of less than 150 ft. radius. 11. The terminal anchor section (TAS) post shall be set in Class A concrete (unless otherwise shown in the plans) in accordance with Item 421,"Hydraulic Cement Concrete." Concrete shall be subsidiary to the bid item requiring construction of the terminal anchor section (TAS). Terminal anchor post to be galvanized in accordance with Item 445, "Galvanizing." 12. Unless otherwise shown in the plans, a composite material post and/or block that meets the requirements of DMS-7210,"Composite Material Posts and Blocks for Metal Beam Guard Fence" may be substituted for posts and/or blocks of similar dimensions. The Construction Division, TxDOT maintains a Material Producer List (MPL) for producers of materials conforming to DMS-7210. Only producers on the MPL can furnish composite material posts and/or blocks. !P 9( r: EMMANUCUL DE PAU 82627 e;x. �) F .7 Texas Deportment of Tronsportatlon Af Design Dlvlslon (Roadway) METAL BEAM GUARD FENCE FILE: mbgf09. dgn DN: AM CK: AM Dw: BD cK: © TxDOT JULY 1994 DIST FEDERAL AID PROJECT SHEET REVISIONS 36 / 49` COUNTY CONTROL SECT JOB I HIGHWAY. (D O. — L + a) a) 0(D0� LO+ CL o (n + °+ L 3 O O a)a)0L 0o+w Coln Da0C Cam•-- w vcwaO xa0() 4) L I—L C 000 4- •- a) a) (00) +ONE Im>0 .OF O� 'a >) 0 0_0 o Lm++_ > O L Z) 0�� (D (n L (n •— T "a •— O C_ a) L---- L °Y-0 L -° 0 C Ttn O °CCC V) CL o`n)0 W4 .C>TL� ++oL +oco 0L(A(n (0L32+ ��E W 7 (n L M 000 mz °v- _J . F— L Q = o0 (n + C] L H 0 x+ o a I- o in MBGF length of need Guardrail 60G End payment for terminal installation (EA) begin payment for standard metal beam L. guard fence (MBGF)(LF) Standard O O MBGF posts) 6'- 3" 1 6'- 3" 8 Oval Shldr. button head %" x 1 1/4 " HGR sp I i ce bolts 3360E & nuts 3340G 8 x % x 8 Cable Assembly 3000E Bearing R 782E Angle Strut 33875E Guardrail exit Cable anchor 704A slot away from traffic Terminal 995A Guardrail 62G 2'-1�2 2-Object Markers on front face 6018B -Right 60198 -Left TRAFFIC Do not attach rail to post O. This applies to this "wood" post design. 6' - 3" 6' - 3" Wood post %It x 4" I 41478 Lag screws B A I 2-Object Markers I on front face i t # f 1 + ► { t o 1 i 66688 II II II II IJ 1"Hex nut 3910E & washer 3900E each end Finished Grade, 8"x % x 8" Bearing R 782G 1 1/8 " D hole 50' Standard Installation 6' - 3" 6' - 3" 8 Oval sh1dr. button head % x 1 1/4 HGR sp I ice bolts 3360E & nuts 3340E II II II 1_4 1a �a II II II II II II IJ IJ IJ Wood post 41478 Pipe sleeve 705E BCT cable Ass'y. 3000G Angle �— Strut 33875G x 9 �/2" Long 5148E Hex. hd. bolt & HGR nut 3704E - ® with 2 washers 3700E Steel tube 724G u BEARING PLATE PARTIAL VIEW AT POST #1 Note: Site Condition(s) Site conditions may exist where grading is required for the proper installation of metal guard fence and end treatments. MBGF or MBGF Transition MBGF(TR)(Shown),(See Standards) I I k4 I I Finis I I Grade IJ TYPICAL ELEVATION (TYPE I) (See Section B-B for Post and Tube) (See Section C-C for Post Only) 71/2„ 5/8" x 10" Lon HGR bolt 3500E with HGR Hex. nut 334OG &(1) (Washer 3300E under nut) 5/e" x 18" Long —J HGR bolt 3580E with HGR Hex. nut 334OG &(1) (Washer 330OG under nut) SECTION A -A (at post 2) Finished _ Grade %it x 7 1/2 Hex. Hd. Bolt _ & Nut 3478G Steel tube 741E 14 II II IJ C Wood post 4147E 1Toe nail 1Wood block 4075B % x 9 %2" 3497G Large Hex. Hd bolt & nut 3340E (No Washers) SECTION B-B (Typ. at Posts 3 thru 8,Type II & III) 25' at 25:1 Flare rate DETAIL A Placement at curbed locations (See General Note 4) PLAN 61- 3" 6'- 3" C 0 II II II II II IJ A IJ I 7Angle CabIe Anchor704AI Strut I I 33875G IJ Nil dia post hole with % x 18" 3580G bolt & HGR nut 334OG 1 %" 0. D. washer 330OG under nut only Wood Block 40756 8 Deep beam guardrail Wood CRT Post 40636 Finished Grade 31/2 dia. breakawa holes r- SECTION C-C Face of (Typ. at post only positions) curb 5'-0" 50' Approach Grading v Approach grading may be decreased or eliminated. As directed by the Engineer. -0" =+ DIRECTION OF - ° 4) Edge of pavement TRAFFIC Approach Grading N o o O V: 10H or Flatter) Approx. 105 feet. Adjust grading width accordingly when less than a 2 ft. offset is used. (2 ft. offset "option" shown) Approx. 5'-10" (Minimum MBGF "Length of Need" shown) GRADING AT GUARDRAIL END TREATMENTS GENERAL NOTES 1. The Type of SGT unit will be specified elsewhere in the plans. Numbers in circles indicate post position. The Type of SGT unit chosen is a maintenance consideration and does not affect the systems performance. Post & Tube Options Post Only Type I Posts 1 thru 2 Posts (3) thru Type II Posts $ thru 4� Posts Q thru Type III Posts Q thru ® None 2. SGT's placed within the "minimum" 150 ft. radius, shall be installed straight. Standard rail elements may be installed within the radius, without special fabrication. 3. All bolts, nuts, cable assemblies, cable anchors, steel tubes & bearing plates shall be galvanized. 4. At non -curbed locations, a flare rate of 25:1 may be used over the first 50 ft. of the system to prevent the terminal head from encroaching on the shoulder. The flare may be decreased or eliminated for specific installations, if directed by the Engineer. At curbed locations, a flare rate of 25:1 shall be used beginning at post number 5 and ending at post number 1. 5. The steel tubes shall not protrude more than 4 inches above ground. Site grading may be necessary to meet this requirement. 6. The steel tubes may be driven with an approved driving head. They shall not be driven with the wood post in the tube. If the steel tubes are placed in drilled holes, the backfill material must be satisfactorily compacted to prevent tube settlement. 7. If solid rock is encountered. See the manufacturer's installation manual for the proper installation guidance. 8. The breakaway cable assembly must be taut. A locking device,(vice grips or channel lock pliers) should be used to prevent the cable from twisting when tightening the nuts. 9. The wood blocks shall be "toe nailed" to the rectangular wood posts to prevent them from turning when the wood shrinks. 10. For curb installations, the soil tubes and posts shall be installed at the proper ground elevation behind the curb. The posts will then require field drilling new holes to accommodate the rail to post connection bolt to maintain the proper height of the rail above the gutter pan. The excess post length above the rail will be removed if directed by the Engineer. 11. An object marker shall be installed on the front of the impact head as detailed on D&OM(VIA). 12. A special site evaluation should be considered, prior to using this end treatment where there is less than 25 feet between the extrusion side of the end treatment and any adjacent driving lane. 3/4" dia. hole I i R = �I c \ JJ 6, 6 WOOD BLOCK 40758 %4" di hole 2 1/2 " d i hole dia. hole BILL OF MATERIAL Code # POST & TUBE OPTIONS DESCRIPTION Type I Qt Type II Qty. Type III Qty. 62G 1 1 1 #1 Deep Beam Guardrail (12 Go) at 25' 6OG 1 1 1 # 2 Deep Beam Guardrail (12 Go) at 25' 724G 2 1 2 2 Steel Tube - 6"x 8"x 72"x %8" min 741G 0 1 2 6 Steel Tube - 6" x 8" x 54" x 1/8" min 4147E 2 1 4 8 Wood Posts - 5 %2" x 7 %2" x 45" 4063E 6 4 0 Wood CRT Posts - 611x 811x 72" 4075B 6 6 6 Wood Block - 6"x 8"x 14" 705G 1 1 1 Pipe Sleeve - 2" std. pipe x 5/2' 782G 1 1 1 Bearing Plate - 8"x 811x 5/8" 704A 1 1 1 Cable Anchor 3000G 1 1 1 Cable Assembly (%4" x 78") 33875G 1 1 1 Angle Strut 995A 1 1 1 ET-2000 Plus Guardrail Terminal HARDWARE 5148G 2 2 2 %4" x 9 %2" Hex Hd (Top of tubes 1&2)A325 330OG 7 7 7 5/8 " Washers 3478G 2 4 8 %" x 7 1/2" Hex Bo It 350OG 1 1 1 % " x 10" Post Bolt (Post 2 of LET) 358OG 6 6 6 V x 18" HGR Post Bolt (posts 3 thru 8> 3360E 1 16 1 16 16 %" x 1 1/4" HGR Sp 1 i ce Bo I t 3340G 25 27 31 5/8" HGR Nut (16-spl 7-posts) 4228G 2 2 2 % x 4" Lag Screw 391OG 2 2 2 1" Hex Nut (Anchor Cable) 390OG 2 2 2 1" Washer (Anchor Cable) 6018B 2 2 2 Right - Object Marker (12" x 12") 60196 2 2 2 Left - Object Marker (12" x 12") 3700GI 4 1 4 4 %4" Washer 3704E 1 2 1 2 2 3/4" Heavy Hex Nut 3497GI 0 1 2 6 %" x 9 %2" Hex Hd (Top of Tubes 3-8)A307 j �-Bottom of Texos Departimnt of Transportation �,. post Design Division (Roadway) All measurements should .....•.........� SINGLE GUARDRAIL TERMINAL be taken from bottom of posts.g EMMANUELDEPA A WOOD POST �.•,°e...••,02627. g (ET-2000 PLUS) rA..o (WOOD POST) POST & TUBE OPTIONS c. S V T 7 - 09 Type I Posts Q thru 2 Tv. ri g• , Type II Posts 1 thru 4 FILE: sgt709. dgn ON: MAM CK: MAM Dw: BGD CK: Type III Posts 1D thru ® ©TXDOT APRIL 1997 DIST FEDERAL AID PROJECT SHEET REVISIONS 37 / 49 COUNTY CONTROLISECTI JOB HIGHWAY PEDESTRIAN RAIL COMBINATION (TRAFFIC/PEDESTRIAN) RAILING TYPICAL TWO-WAY ROAD N.T.S. �n1 0jcjli I iy11 n WITH LOW PEDESTRIAN VOLUME N.T.S. 2'-0" ROADWAY WIDTH 2' SHOULDER TRAFFIC RAIL COMBINATION (TRAFFIC/PEDESTRIAN) RAILING— FAIRMONT PARKWAY MEDIAN CURB (EASTBOUND) 1 /4 IN/FT DATE n SECTION N.T.S. �n1 �J1'�l� 11V1V N.T.S. m 4" SIDEWALK FACE OF PIPE RAILING 1 /4 IN/FT PEDESTRIAN RAIL ATION (TRAFFIC/PEDESTRIAN) PEDESTRIAN RAIL nON (TRAFFIC/PEDESTRIAN) 1. IN ABSENCE OF A STUDY THAT SPECIFICALLY ADDRESSEES PEDESTRIAN VOLUMES, INDICATORS OF HIGH PEDESTRIAN VOLUMES INCLUDE EXISTING AND/OR PROPOSED SIDEWALKS OR EXISTING FOOT PATHS IN THE IMMEDIATE VICINITY OF THE PROPOSED BRIDGE. 2. IF THE USE OF THE COMBINATION (TRAFFIC/PEDESTRIAN) RAILING AT THE INSIDE FACE OF SIDEWALK (AS SHOWN IN SECTIONS "A" AND "C") WILL CREATE SIGHT DISTANCE PROBLEMS AT A NEARBY INTERSECTION, A TRAFFIC RAIL MAY BE USED IN LIEU OF THE COMBINATION (TRAFFIC/PEDESTRIAN) RAILING. 3'-6" #5® WINGWALL SEE NOTE 12, SHEET 7 FOR CONNECTION INFORMATION FOR RAILING M:FORT5 COMBINATION RAIL .SAP OFjr,�1 EMMANUEL DE PAU ....� ...... ................. $.. VARIES VARIES VARIES 2'-6" # 5 ® 6110.C. E.W. # 5 O 12'O.C. E.W. # 5 0 6"O.C, E.W. MATCH ELEVATION OF EXISTING GROUND/SIDEWALK WINGWALL—SECTION A —A # 5 ® 6"O.C. E.F. CONCRETE WALL ROADWAY FLEX —BEAM RAIL SECTION AT APPROACH SLAB* N.T.S. * TO BE USED AT SECTION "A" AND SECTION "C". LOCATION OF CONCRETE WALL SHALL COINCIDE NTH LOCATION OF RAILING AT INSIDE FACE OF SIDEWALK Huitt—Zollars Inc. Firm Registration No. F-761 TIRE N0. CND BY: FlV; NAME D.W. HC�Qo-B-2000 scuE fq£ No: N.T.S. Frar7lt Ma 49 CA INT. EXPANSION JOINT AT INTERIOR BENT 3' TOP OF PIPE "-3" Min. CONC. SLAB EDGE OF SLAB it NEW EDGE OF SLAB WASHER & HEXAGON HEAD NUT a d d ° II°a 11 II ° d l 1. .41 T. ° dQ d Qad d ... ° a TACK WELD (TYP.) PEDESTRIAN RAIL 2" STD. WT. PIPE (Min.) TRAFFIC RAIL - SEE SCHEDULE FOR REQUIRED PIPE SIZE X_ TACK WELD NUTS AND WASHERS. TYPICAL FRONT ELEVATION OF RAILPOST SCALE: 1 1 /2"=1'-0" �- 5 - 3/4" BOLTS 2 1/2" x 1/4" WASHER frs o. v CONC. SLAB TYPICAL SPAN - ELEVATION SCALE: 1"=1'-O" —SEE BRIDGE LAYOUT FOR LENGTH OF SPAN — BASE PLATE (TYP) 1/2" (Min.) TYPICAL SPAN - ANCHOR BOLT PLAN SCALE: 1 "=1'-O" In � 1$ r 2 1/2" STD. WT. PIPE SLEEVES (Min.) FOR PEDESTRIAN RAIL 8" RADIUS —1/2" PLATE f- 1/2" PLATE (TYP) a v . a v v o a a TYPICAL SECTION THRU RAILPOST SCALE: 1 1 /2"=1'-O" 8" LONG SLEEVES SEE SCHEDULE FOR SIZE 31 (Min.) II0ZI 5 - 3/4" BOLTS x 10" (Min.) BASE R DETAIL SCALE: 3"=1'-O" PIPE END DETAIL SCALE: 3"=1'-O" /4" R "OP OF WNGWALL kBUTMENT IENT -�- APPROACH SLAB EXPANSION JOINT AT ABUTMENT EDGE OF SLAB - GENERAL NOTES 1. PIPE SHALL CONFORM TO ASTM A53 GRADE B. STEEL PLATES SHALL CONFORM TO ASTM A36. BOLTS, NUTS AND WASHERS SHALL CONFORM TO ASTM A307. 2. PIPES AND PLATES SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123. BOLTS NUTS AND WASHERS SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153. 3. DAMAGED GALVANIZED COATING SHALL BE REPAIRED WITH A ZINC —RICH PAINT. 4. THE PIPE SHALL BE FABRICATED TO LENGTHS SUCH THAT THE PIPE ENDS WILL BE LOCATED INSIDE THE PIPE SLEEVES. ALL JOINTS SHALL BE BUTT WELDED. EXPOSED PIPE ENDS BETWEEN THE RAILPOSTS WILL NOT BE ACCEPTED. 5. AFTER FINAL ADJUSTMENT, BURR THREADS AND TACK WELD NUTS AND WASHERS. 6. DETAILS SHOWN APPLY TO PROJECTS WITH A CURB PROJECTING 9" OR MORE FROM THE TRAFFIC FACE OF RAILING. SEE AASHTO SECTION 2.7 FOR REQUIRED MODIFICATIONS FOR OTHER CONDITIONS. C INTERIOR BENT SEE SCHEDULE FOR REQUIRED SLEEVE SIZE 1 2" 1 2" SEE SCHEDULE FOR HORIZONTAL PIPE SIZE I I I I -OR 3/4" BOLTS — OF -414 *: ••. EMMANUEL DE PAU 9'. 82627 i.a Huitt-Zollars Inc. Firm Registration No. F-761 SPLICE DETAIL AT INTERIOR BENT SCALE: 3"=1'-O" NOTE: ONE SIDE ONLY 1/4 SCHEDULE OF HORIZONTAL TRAFFIC RAIL RAILPOST REQUIRED REQUIRED SPACING PIPE SIZE SLEEVE SIZE (Max.) (Min.) (Max.) 5'-2" 3" STD. WT 3 1/2" SCH. 10S O.D.=3.5" I.D.=3.068" O.D.=4.00" I.D.=3.75" 7'-2" 3 1/2"' STD. WT 4" SCH. 10S O.D.=4.0" I.D.=3.548" O.D.=4.50" I.D.=4.25" 9'-8" 4" STD. WT 5" SCH. 80 O.D.=4.5" I.D.=4.026" O.D.=5.563" I.D.=4.813" O m "Y: 91EET D' m: JOB NQ r_FAD/�MDA�( COMBINATION RAILING DETAILS 1 D.W. 1NIE rue xa WT NQ 3 4010 m/ye Top koGF TYP E 1 PERPENDICULAR CURB RAMPS �{ Street Pitch 1 Planting or other y y non —walking —3►"= surface ;;ago 6*r. II9 �andin9 ClOSS Slope 1:50 TYP E 2 ►AO% Mir amp y " y„ y y Curb Ko" 1:12 TYP E 3 PARALLEL CURB RAMPS Perpendicular to the Tangent of the Curb Radius and Contained in Crosswalk Planting or other non —walking surface CROSSWALK TYPE 10 Ramp sidewalk Wide sidewalk TYPE 11 W W W rOr70 W W W W ,► W W W W W W ,► ,,, bye W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W .•,•'•., W W W W W W W W W W W W W WWWWWWWWW W • •r♦ • ♦. • W W W W W W W W W W W W W W O W ♦•�•••�••► �•►. •.• W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWW TYPE 21 W W W W W W W W W W W W W W .•'. ••• .• W W W W W W W W W W •• •► ♦► ••♦ ► • W W W W W W W W W W W W W W W W W W W W • , •• .•♦ • i• •. : : �, ,. W W W W W W . W W W W W WWWW • ' • • '• ► ♦' ♦ • W W W W W W A. A ►•i• •�It •r it •.�• •r�•'i ••••'♦• ` .♦ • ♦"••.♦ • • ♦'•♦r• . • W W W W W W W W W •• .♦••.• • . ••• yS� .•••••• �. ••'• ►•'•1•♦ ' ►:�♦►• •� :•!• W W W W W W W W W W W W W W •••♦, •• •♦•��•.•�•♦. •••►• ��•. ••♦►•• •. ►••♦►•••••: .: ►•.•' �•(• • • •►•♦►, •'yWWW.♦.W.•,W.y W.♦.W,,.W •, �• V W W W W• W W O WWWWW+•WWWWWWWW r •►•♦►••• •►•♦ . •.►•♦►••• �► W W1•WW.Y •••••'••�♦• ••••.•• 0 ♦• •♦•• .•'• W W W W W W W W W W W W • ••• • '•:,'♦ r•••, ♦••••: •:, •♦♦ • W W W W W W '.'• .� ••• �'••• :♦•. •,••• W W W W W W W W •♦ • ► ► ♦►' •► •►• • O W W W W W W W W ♦'♦.•�••♦•♦• ••r♦' ♦..•♦•'•♦ ••.• . WWWWWWWWWWWWWWWWWWW •.••♦ •••• •.\.••♦••• •'•• W W W W W W W W W W M ) ' • ' • f • •� • ' ♦• • •+ ♦. • • ♦► •` • W W W W W W W W W W ♦ ► ' • • ♦ . , • • • • ► • • •. • ' ♦ ► W W W W W W W W W W W �!/� ••• •�• '�•••. •'. • W W W W W W W W W W •• •• •• •.• •, •', ♦•� • '•••. W W W W W W W W W W W W `� ♦•►.♦►.• •►.♦► W W W W W W W W W W r♦'••♦•• •••• , ♦• ,�••' W W W W W W W W W W W W • •.♦•♦. ♦••q♦♦'•, '♦•'•V•.♦, W W W W W W W W W W W W W •••♦.•.• ♦�• W W W W W W W W W W • !• ♦•♦••1• W W W W W W W W W W W W W "t••♦ r r ♦•• ••• W W W W W W W W W W !••. •• ♦► ♦ !• ,t �••, •• ' W W W W W W W W W W �� 3♦ •• ••• •• WWWWWWWWWWWWW .:• WWWWWWWWW W, '••'•••'••'='' CURBRAMPSATMEDIAN ISLANDS W W W W W W W W W W W • •• W W W W W W W �� W W W W W W W W W W W W W W W W �� W•WWWV•W • •'•�♦• • �•� W W W W W W W W W W W W W W W V • •• W W W W W W ••W,• W W� S• WWWWWWW �•��• W W W W W A^ 3 WWW W M�"•JA • . WWWWWWW;'/pSi W WWWWW TYPE 12 Apron offset sidewalk TYPE 7 Ramp Limits of Payment " y " y y •yv" �a�0 ��i• y Ja\ \ap „ y y y y y y a y "y I ' �e SideWolk Londing 4 Cross slope not to exceed 2% on any portion of ramp or transition to street. 4' Romp Width DIRECTIONAL RAMP WITHIN RADIUS (Sidewalk set back from curb) W W W W W W WO ♦ W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W TYPE 10 Ramp Limits of Payment Setback sidewalk Londin9 ar Planting or other non —walking surface TYPE 13 Siaewolk Cross slope not to exceed 21 on any portion of ramp or transition to street. 4' Ramp Width DIRECTIONAL RAMP WITHIN RADIUS (Sidewalk adjacent to curb) General Notes A 5 foot sidewalk width is preferred. Diagonal curb ramps with flares shall have a 24" long section of straight curb located on each side of the curb ramp and within the marked crossing. All slopes shown are maximum allowable. Flatter slopes that will still drain properly are encouraged. All concrete surfaces shall receive a light broom finish unless noted otherwise in the plans. For purposes of warning, the curb ramps shall have a light reflective value and texture that significantly contrasts with that of adjoining pedestrian routes. Textures may consist of pavers with truncated domed surfaces or grooves. Textures are required to be detectable underfoot. Surfaces that would allow water to accumulate are prohibited. Color contrast, for example, can be accomplished with colored concrete pavers that have truncated domes or by colored stained concrete with grooves, either of which would provide a contrast with typically light colored concrete. Additional information on curb ramp location, design, visibility and texture may be found in the current edition of the Texas Accessibility Standards (TAS) prepared and administered by the Texas Department of Licensing and Regulation (TDLR). Raised medians separate opposing directions of traffic and provide a refuge area for pedestrians if they are unable to cross the entire roadway in the allotted signal phase. To serve as a refuge area, the median should be a minimum of 4 feet wide. Medians should be designed to provide accessible passage over or through them. Any part of the accessible route with a slope greater than 1:20 (5%) shall be considered a ramp. If a ramp has a rise greater than 6 inches or a horizontal projection greater than 72 inches, then it shall have handrails on both sides. The only exception is at curb ramps. Handrails are not required on curb ramps. Curb ramps shall be provided wherever an accessible route crosses (penetrates) a curb. Curb ramps are generally interpreted as only the portion tying directly into the roadway. Traffic signal or illumination poles, ground boxes, controller boxes, signs, drainage facilities and other items shall be placed so not to obstruct the accessible route. A minimum width of 36" shall be provided around any obstructions located on the pedestrian route. (Signs, signals, poles, etc.) --- .._I-- I - PROJECT TITLE: 1 GENERAL NOTES AND TYPE 4 RAMP 12 00 VEF OF 2 REPLACED RAMPS TYPE 5 & 6 WITH RAMPS TYPE 7 & 10 O6 09 JMH HARR.IS COUNTY ' ��S�P' \5+01 DRAWN BY: SHEET DESCRIPTION: JOB NO: .*: *4 VEF PEDESTRIAN RAMPS PUBLIC INFRASTRUCTURE DEPARTMENT0...............................*, CK'D BY: FILE NAME: / EMMANUEL DE PAU . TYPICAL DETAILS RAMP -DETAILS �C .............82627............� SCALE: FILE N0: 1836 ,101%. ��ceNSF'°G -� NTS SHEET 1 OF 2 ENGINEERING DIVISION S 1� ONA�E�� Huitstrati n Inc. DATE: APPROVED BY: SHT N0: �>>�� Flan Registration No. F-761 5 25 2000 40/49 G:\ACAM0\1RAF_SWNftAMP•-=AI S TYPICAL INTERSECTION LAYOUT WITH OFFSET SIDEWALKS Perpendicular Curb Ramps n mmieus� Perpendicular to the Tangent of the Curb Radius and Contained in Crosswalk 4'— 0" min. d Single Diagonal Curb Ramp Perpendicular Curb Ramps TYPICAL CURB RAMP PLACEMENTS AT INTERSECTIONS ed curbs I nitted formally 5'-6" MIN. 1 /2 "MAX. 4" TYP ROADWAY I 12" TYP.—�---� SIDEWALK EXPANSION JT. MATERIAL TYPICAL WHEELCHAIR RAMP SECTION ASPHALT PAVEMENT Side flare (Typical) Troweled joint as required Class C2 Concrete — Shall conform to applicable specifications �Concrete paver with truncated dome surface 1" mortar bed — Shall conform to applicable specifications Control joint permissible zy a Min. 3" 2" Sand Cushion —J No. 3 rebar min. 18" on —center both ways Section A —A 0 a MOA Truncated Dome Pattern Curb Ramp 'FA119 a A D, 13 O O O O ' O O O O ; //0 Concrete paver with truncated dome surface N to to PUBLIC INFRASTRUCTURE DEPARTMENT ENGINEERING DIVISION (Typical) er with truncated e flare (Typical) 1 /2 MAX. ROADWAY L.. Y1 .. t' •A* '.r 5'-6" MIN. 4-1/2" TYP. SAWCUT AND REMOVE 12" TYP. ---}-- EXIST. PAVEMENT — EXPOSE EXIST. REBAR TYPICAL WHEELCHAIR RAMP SECTION PC CONCRETE PAVEMENT SIDEWALK EXPANSION JT. MATERIAL 1 1/2"-2" 1 /2 "— 3/4 to 1 /8 "— 1 /4 to Ramp surface to have contrasting color from adjacent surfaces Groove pattern Side flare (Typical) TYPE B Groove Pattern Curb Ramp (15 Degree to Horizontal) General Notes Concrete surface areas that are identified in the pIons to receive sealer/stain treatment, shall not be treated w/ curing compound (retardant) and shall be allowed to cure a minimum of 30 days prior to application of the sealer/stain. The sealer/stain for the ramp shall be a contrasting color to the adjacent surfaces (adjacent surfaces include the side flares). The color of the sealer/stain shall be shown elsewhere in the plans. Sealer/stain shall be applied in accordance with applicable specifications. Areas receiving sealer/stain treatment shall be cleaned using a "dry" (sand) blast cleaning method in accordance with applicable specifications. Concrete paver units shall meet all requirements of ASTM C-936, C-33, and shall be laid in a two by two unit basket weave pattern, unless shown otherwise in the plans. Concrete paver units shall have a truncated dome top surface for detectable warning to pedestrians. Concrete paver unit color for the ramp shall be a contrasting color to the adjacent surfaces. The color of the concrete paver units shall be shown elsewhere in the plans. (Adjacent surfaces include side flares). Concrete paver units shall be saw cut only and any cut unit shall be not less than 25 percent of a full unit. CURB RAMP TEXTURING •'�� F Tilt+ f� *..:....... *•� EMMANUEL DE PAU 82627........... t1 G — , '���� �? rS Firm Registration No Inc. F-761 PROJECT TITLE: ;AWN BY: SHEET DESCRIPTION: JOB NO: VEF PEDESTRIAN RAMPS ;'D BY: FILE NAME: TYPICAL DETAILS RAMP —DETAILS :ALE: FILE NO: NTS SHEET 2 OF 2 kTE: APPROVED BY: SHT N%/49 5 25 2000 0:\ACAD10\1RAF.SW\RAMP--MA S SPECIAL TRAFFIC REQUIREMENTS i 00 UP O a J J I EMIN. 10' LANE """ ( : E 10 16 tXp h y - - --------------- I • I 0' TO 75' `X' WORK AREA DIST. VARIES 100' It X' TYPICAL RIGHT LANE CLOSURE OF A MULTILANE STREET Length for Longitudinal Buffer LEGEND (TYPICAL) TYPICAL SIGN SPACING AND TAPER LENGTHS. Posted Speed (mph) Length in Feet' (B) PLASTIC DRUM see sppacing for c annelizing devices) OFF —DUTY UNIFORMED POLICE OFFICER ... TYPE III BARRICADE 0 FLASHING ARROW PANEL 0 TUBULAR MARKER Min. Desirable Taper Length 1" Posted Seed p h P Sign Spacing "X" 10' Offset 11' Offset 12' Offset 20 35 25 55 30 85 30 120' 150' 165' 180' 35 120 35 160' 205' 225' 245' 40 170 40 40' 65' 295' 320' 45 220 45 320' 450' 495' 1 540' 50 280 50 400' 500' 550' 600' 55 335 F 1 55 1 500' 550' 605' 660' * ENGINEER TO STRIKE THROUGH ALL SPEED LIMITS NOT APPLICABLE AlD E I F I MOUNTING HOLES CHEVRON FOR VERTICAL UTILITY WORK RIGHT CLOSED END ROAD WORK PANEL OR CHEVRON AHEAD AHEAD CW20-5R X 48 G20-2a CW4-2R48 CW1-8 482X 48 PLAQUE 48 X 24 36 X 36 18 x 24 VP-1 30 X 12 PLASTIC DRUM 1. Contractor shall provide and install 8. Lane closure time(s) shall be traffic control devices in specified on the lane closure conformance with part VI of the permit. Texas Manual on Uniform Traffic Control Devices (Texas MUTCD, 9. If the contractor chooses to use a most recent edition with revisions) different method of "Traffic Control during construction. Plans" during the construction than 2. Contractor will be responsible for replacing and maintaining pavement markings which include centerline, barrier lines, lane lines and raised pavement markings. 3. This traffic control plan represents the minimum required by traffic conditions in the field. Contractor to maintain access to adjacent properties at all times. 4. No lanes shall be closed from 7:00 a.m. to 9:00 a.m. and 4:00 p.m. to 6:00 p.m. Monday thru Friday. 5. No lanes shall be blocked between 7:00 a.m. to 6:00 p.m. Monday thru Friday in downtown area. Exception to these times, if necessary, should be sought during lane closure permit application. 6. Contractor shall cover open pavement excavations with anchored steel plates during non -working hours, and open lanes for normal traffic flow. 7. Off -duty Uniformed Police Officers are required to direct traffic when lanes are blocked. what is outlined in the contract drawings, they shall be responsible to prepare and submit an alternate set of plans* to Plan Review Section for approval ten working days prior to implementation. *These plans shall be drawn to scale on reproducible mylars and sealed by a Licensed Engineer in the State of Texas. Plans will become a part of the contract drawings. 10. Approved copies of Traffic Control Plans and lane closure permits shall be available for inspection at job site at all times. Contractor must secure'Lane Closure Permits' from City's Traffic Management and Maintenance Branch before closing a lane/sidewalk. The request must be made at least three business days prior to the date for which the closure is sought. Note that working hours may be restricted or the request may be denied. Call 713-837-7280 for an application. 11. Lanes shall be kept closed during pavement surface restoration and opened only after pavement is restored completely. SPACING FOR CHANNELIZING DEVICES 1. Plastic drums on merging taper @ 30' c-c with chevron sign @ 60' c-c and type'C' warning light (for overnight closure) 2. Plastic drums on downstream taper @ 35' c-c 3. Plastic drums on radii @ 5' c-c 4. Plastic drums on tangent @ 35' c- c with vertical panel @ 70' c-c and type'C' warning light @ 70' c-c (for overnight closure) 5. Plastic drums in front of construction zone @ 20' c-c with vertical panel @ 40' c-c and Type 'A' warning light @ 40' c-c (for overnight closure) 6. Concrete traffic barrier (CTB) or low profile concrete traffic barrier (Ipctb) with reflectors @ 10' c-c if pavement drop is more than twelve inches (12") 7. Tubular marker @ 20' C-C. Note: Spacing shown on traffic control plans shall supersede the above spacings. STA. 0+00 TO 255+00 FAIRMONT PARKWAY 55 MPH SPEED LIMIT STA. 255+00 TO 280+00 FAIRMONT PARKWAY STREET NAME 35 MPH SPEED LIMIT REV I DESCRIPTION I APP I DATE 1 HUITEZOLLARS 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 EMMANUEL DE PAU Huitt-Zollars Inc. Firm Registration No. F-761 SURVEYED BY: DRAWN BY: HUITT-ZOLLARS JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG RUE: CHECKED BY: 1168-TCPT.dwg EDP CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281)471-5020 DRAWING SCALE SHEET NUMBER HORIZ: As VERT: N/A pled 1420F49 FOR REDUCED PLANS 0 SEE DETAIL-2- SEE DETAIL 1 0 i5ll o A PROP. 10' SHARED -USE ) PATHWAY 0 3 SEE DETAIL 3 177 "1: Y w i5 z_ y 4X X� LEGEND FILTER FABRIC FENCE FENCE SEEDING SODDING cl �U L A 11 I 1 IV �, S� I � � �'�SL\ z � SBB STABILIZED CONSTRUCTION ACCESS BEGIN PROJECT PROP. 10' CONC. PATHWAY 10' PAY LIMITS PROP. 10' CONC. PATHWAY I-10' PAY LIMITS SEE DETAIL 3 PROP. 10' CONC. PATHWAY DETAIL 7 SCALE: i•-W z 10' PA � 10' CONC LIMIT: w a 0 a SHARED -USE PATHWAY CROSS SECTION A -A FROM WILLOW SPRING BAYOU TO SPRING GULLY DETAIL 5 SCALE: 1'-5V 10' CONC. AY PROP. 10' CONC. PATHWAY FILTER FABRIC FENCE BEHIND CURB FROM • • STREET R.O.W. 4DIllatT0• l i - ♦a I w 11, FWN DETAIL 2 SCALE: 1 •-5V SCALE: 1•-5V FAIRMONT PARKWAY SCALE (1:500) HORIZ 0 250 500 1000 DATE HUITEZOLLARS 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 OF EMMANUEI DE PAU Huitt-Zoflars Inc. Firm Registraffon No. F-761 SURVEYED BY: HUITT-ZOLLARS DRAWN BY: JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168-SW3P-01.dwg EDP CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281)471-5020 ® Al lkilli0l ® 4A. STORM WATER POLLUTION PREVENTION PLAN DRAWING SCALE HORIZ:1" = 500' VERT: NIA SHEET NUMBER 43 OF 49 FnR RF:nl ICFr1 PI ANIR 1= m t a U) 7t L9 CD N Cl) N 0 MA 1. SET POSTS AND EXCAVATE 4'x4" TRENCH UPSLOPE ALONG LINE OF POSTS (SEE NOTE 1). 3. ATTACH FILTER MATERIAL TO WIRE FENCE AND EXTEND IT INTO THE TRENCH (SEE NOTE 3). 4� PLAN EXTENSION OF F INTO TRENCH FLOW FILTER FABRIC �f 2. SECURE WIRE FENCING TO POSTS (SEE NOTE 2). 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SECTION A I POINTS A SHOULD BE HIGHER THAN POINT B, OR AT TOP OF BANK (TYP) "V—DITCH" SECTION/ELEVATION CONSTRUCTION NOTES: I. SET 2 INCH BY 2 INCH WOODEN STAKES SPACED A MAX OF 6 FEET APART AND EMBEDDED A MIN OF 12 INCHES. 2. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH STAPLES. 3. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE, WITH TIES SPACED EVERY 24 INCHES AT TOP AND MIDSECTION. 4. MINIMUM HEIGHT OF FILTER SHOULD BE 18 INCHES AND A MAXIMUM OF 36 INCHES ABOVE NATURAL GROUND. 5. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED 6 INCHES AT THE POSTS, AND FOLDED. 6. SEE COH STANDARD SPECIFICATION FOR FILTER FABRIC BARRIER. X®X SYMBOL REINFORCED FILTER FABRIC BARRIER (SEEIN MNOTE 4) t dl PLAN TRAPEZOIDAL SECTION/ELEVATION 1. SET POSTS AT REQUIRED SPACING. 31 iSEc 3. ATTACH FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. EXTENSION OF FABRIC INTO TRENCH FLOW FILTE —o 2. EXCAVATE A r xe TRENCH UPSLOPE ALONG THE LINE OF STAKES. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. ALTERNATE V-TRENCH EXTENSION OF FABRIC INTO TRENCH \oo\\oa\\\\\ EN_ ERN ET__�� ALTERNATE X� a — X 1. 2 INCH THICK BY 2 INCH WOODEN STAKES TO BE SET AT MAX SPACING OF 3 FEET AND EMBEDDED A MIN OF 8 INCHES. SYMBOL IF PREASSEMBLED FENCE WITH SUPPORT NETTING IS USED, SPACING OF POST MAY BE INCREASED TO 8 FEET MAX. 2. ATTACH FILTER FABRIC TO WOODEN STAKES. FILTER FABRIC FENCE SHALL HAVE A MIN HEIGHT OF 18 INCHES AND MAX HEIGHT OF 36 INCHES ABOVE NATURAL GROUND. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHOULD BE OVERLAPPED 6 INCHES AT THE POSTS. AND FOLDED. 4. SEE COH STANDARD SPECIFICATION FOR FILTER FABRIC FENCE. SECTION B CONSTRUCTION NOTES: 0 0 0 0 0 0 0 0 0 0 0 ° ° INLET o 0 I I jj o ° ° O° ° 0 0 0 0 0 0 o ° STRAW BALES STAKED WITH 2 STAKES PER BALE FILTER FABRIC FENCE /� BALE 4-24 INCHES / FROM INLET FILTER FABRIC EXTENSION OF FABRIC INTO TRENCH FLOW EXISTING GROUND SEPERATION GEOTEXTILE FABRIC FOR FULL WIDTH AND LENGTH OF EXIT EXISTING GROUND COARSE AGGREGATE 50' MIN PUBLIC "y RIGHT-OF-WAY 1-8" MIN GRADED TO PREVENT RUN-OFF FROM LEAVING SITE PROVIDE APPROPRIATE TRANSITION - BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF-WAY 5O_MIN % PLAN VIEW PUBLIC IT -OF -WAY CONSTRUCTION NOTES: 1. LENGTH SHALL BE AS SHOWN ON THE CONSTRUCTION DRAWINGS, BUT NOT LESS THAN 50 FEET. 2. THICKNESS SHALL BE NOT LESS THAN 8 INCHES. 3. WIDTH SHALL BE NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS. 4. STABILIZATION FOR OTHER AREAS SHALL HAVE THE SAME AGGREGATE THICKNESS AND WIDTH REQUIREMENTS AS THE STABILIZED CONSTRUCTION EXIT, UNLESS OTHERWISE SHOWN ON THE CONSTRUCTION DRAWINGS. 5. STABILIZED AREA MAY BE WIDENED OR LENGTHENED TO ACCOMODATE A TRUCK WASHING AREA. AN OUTLET SEDIMENT TRAP MUST BE PROVIDED FOR THE TRUCK WASHING AREA. 6. SEE COH STANDARD SPECIFICATION FOR STABILIZED CONSTRUCTION EXIT. 7. STABILIZED CONSTRUCTION EXIT SHALL BE MAINTAINED FREE OF SEDIMENT FOR TE•§E DURATION OF THE PROJECT. SC SYMBOL CTAPII 17Fi1 rOr\IgTPIIPTInKi 17Y[T WOOD OR METAL STAKE (MIN 2 INCH BY 2 INCH WOOD POST) POST SECTION D SYMBOL PLAN SILT FENCE INLET PROTECTION BARRIER COMPACTED SOIL 2 !NCH BY 2 INCH WOOD STAKE EMBEDED 8 INCHES TO PREVENT PIPING -I --�y STAKED STRAW BALE 271 4' FLOW 4M 4" 1-!NLET _a. SECTION oe, C� i:i• ► •:i W07131111HETATS• r 24 INCHES CONSTRUCTION NOTE: I. SEE CONSTRUCTION NOTES FOR RFB. CITY OF HOUSTON DEPARTMENT OF PUBLIC WORKS AND ENGINEERING ENGINEERING, CONSTRUCTION AND REAL ESTATE DIVISION STORM WATER POLLUTION PREVENTION PLAN DETAILS (NOT TO SCALE) I WORKS AND ENGINEERING EFF DATE: OCT-01-2002 f DWG N0: 01 571 -01 HUITT~ZOL"RS 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 .. �F....... II EMMANUEL DE PAU q 82627 + �.• ENS•. a;r Huitt-Zollars Inc. Firm Registration No. F-761 SURVEYED BY: DRAWN BY: HUITT-ZOLLARS JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168-SW3P-DET.dwg EDP CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281) 471-5020 SHEETTITLE: FAIRMONT PARKWAY SHARED USE PATH SWPPP DETAILS ( DRAWING SCALE SHEET NUMBER I 3 FOR REDUCED PLANS HORIZ: As Noted VERT: N/A BEGIN PROJECT Fri SR WE y LEGEND ® LITTER BARREL 0 "USE LITTER OBARREL" SIGN D9-413 (24" X 30") T 2.25 24 01 IL * SCALE (1:500) HORIZ ENOMMONNIIIIIIIIIIII 0 250 Soo 1000 * See page 6-46 D9-4b *Smaller plaques may be used LI-r1-11 1-1-1-t I ti 11 rl-I tt-frt-I-t1-I-1 1-11 f Ifi1 I for symbol design in rest areas. �6 COLORS: LEGEND - WHITE(RETROREFLECTIVE) W BACKGROUND - BLUE(RETROREFLECTIVE) a 3-49.1 REV DESCRIPTION APP DATE FAIRMONT PARKWAY PROP. 10' SHARED -USE PATHWAY s 0 END PROJECT HUITEZOLLARS 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 Huitt-ZOIIam Inc. e Firm Registration No. F-761 SURVEYED BY: HUITT-ZOLLARS DRAWN BY: JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168-SWOMP-01.dwg EDP OWNERICLIENT: CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281) 4715020 SHEETTOLE: FAIRMONT PARKWAY SHARED USE PATH STORM WATER QUALITY MANAGEMENT PLAN DRAWING SCALE SHEET NUMBER 500' VERT: N/A 4-5 OF 4 FOR RF=ni ICFr1 PI ANC p w CURB *R1 913E offiffiel in SEE TABLE 1 1- 1- 111 0 PUBLIC I STREET DETAIL "A") R.O.W. 1F JIJ. L—WHT NCtt Ltt.l UMILtU WFlllt RAISED PAVEMENT MARKERS (TYPE II C-R) 80 o OF STORAGE LENGTH 4" WIDE DASHED WHITE STRIPE 913E 9 f 913E 913E 32, 8' f• 32 ► i 8' /� 8" WIDE SOLID WHITE STRIPE IJ 500'R rO — SEE DETAIL "D" CURB 913E 913E 500'R RAISED ESPLANADE 100' MIN. AT MINOR STREETS P.I. 100' MIN. P.I.I 150' MIN. AT MAJOR STREETS ��� 160' DESIRABLE �1 913LE 913E i' I 9°E -2 I 913E4oE � �oE 313E I _ - r� 40' 15' 11 5 25' 9 CURB - 24" WIDE SOLID TYPE I-C PVM'T. MARKERS WHITE STOP LINE 20' C-C IN CURVE AREAS ONLY NOTES: 1. ALL STRIPING & MARKERS SHALL CONFORM WITH THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. 2. ALL TRAFFIC BUTTONS AND MARKERS SHALL BE INSTALLED ADJACENT TO STRIPES (APPROX. 2"). 3. LEFT TURN STORAGE BAYS SHALL BE A MIN. OF 100' AT MINOR STREETS AND A MIN. OF 150' AT MAJOR STREETS. 4. REPEAT ARROWS AT APPROX. 1000' INTERVALS WITHIN TWO—WAY LEFT TURN SECTION. 5. WITHIN A TANGENT SECTION THE TYPE I—C PAVEMENT MARKERS CAN BE PLACED AT 40' C—C ON ROADWAYS WITHOUT CURB AND GUTTERS. TYPICAL ESPLANADE SECTION DETAIL FFD" ESPLANADE NOSE CURB TO BE PP'"'T�^ Lg C TYPICAL CURB SECTION PAINT FROM THE BACK OF CURB TO THE GUTTER LINE DETAIL "All NON-REFLECTORIZED WHITE 8" WHITE STRIPE RAISED TRAFFIC BUTTONS O ❑:- O O ❑:- :❑:- O❑:- OxDn ❑ O :❑'- ❑ O ❑:- 5' 5' 5' FOIVIDE ROADWAYS USE 4" SQ. 2-WAY REFL. PVM'T MARKERS (TYPE II C-R). CENTER LINE DETAIL TANGENT SECTION 40' _ 40' ❑* ❑. ❑� TYPE II A -A PVM'T MARKERS 4" YELLOW STRIPES CROSSHATCHING DETAIL 40*00 DIRECTION OF TRAFFIC 4" SQ. PVM'T MARKER 4" YELLOW TRAFFIC (TYPE II A -A) BUTTON (NON-REFL.) c 2" FROM STRIPE 2" FROM STRIPE 3❑�❑c O — 1, 7 0 — �❑c 24" WIDE SOLID YELLOW STRIPE ® 45' (20' C-C) DIRECTION OF TRAFFIC ❑: TABLE 1 TYPICAL LENGTH OF ESPLANADE OPENING "C" FOR PUBLIC STREET NOTES: ESPLANADE (1) (1) (1) INTERRUPTION NO LTB 1 LTB 2LTB UNDIVIDED STREET < 40' 45' 51?� 60' 44' 50' 5M) 60' DIVIDED STREET D+10' D+10' D+10' CENTER LINE DETAIL CURVE SECTION 20' ( 20 TYPE II A -A PVM'T MARKERS 4" YELLOW STRIPES 1 11 CONTINENTAL TYPE 24" WHITE STOP LINE 1 8' 1 4' 1 24" WHITE STRIPE L_ f-— (1) LEFT TURN BAY (2) DISTANCE FROM CENTERLINE OF OPENING TO ESPLANADE NOSE WITH LEFT TURN LANE MUST BE 30' ALK RADIUS DIMENSIONS ESPLANADE *R1 *R2 <8' N/A W/2 8'-38' 90' W/5 >38' N/A 15' PAVEMENT MARKER LEGEND SYMBOL DESCRIPTION ❑� TWO SIDED REFLECTORIZED RAISED PAVEMENT MARKER ❑� ONEE SIDED REFLECTORIZED PAVEMENT MARKER O NON -REFLECTIVE 4" DIA. RAISED TRAFFIC BUTTON 12" WHITE STRIPE L STANDARD TYPE I VU" STREET TWO-WAY LEFT TURN DETAIL "B" 3 CURVE SECTION TYPICAL TWO-WAY LEFT TURN SECTION RASED TRAFFIC ORIBUTTONSZED ITE 913E 9oE 913E 913E 8" WHITE STRIPE R.O.W. 913 913E - z 2 4" 2-WAY REFLECTORIZED z Q O❑❑ O R3-9b 4" 2-WAY REFLECTORIZED I �LJ O 24" X 36" YELLOW RAISED PAVEMENT YELLOW MARKERS RAISED PAV11 EMENT N o g O ' O ❑ ❑ O EDGE OF SHOULDER �^) MARKERS (TYPE II A -A) w 2'° 913 913E J 5' 5' 5' DIRECTION 313E X E 20, OF TRAFFIC STRIPE 9I E 20, 913E 913E M► 4" WIDE DASHED WHITE STRIPE R WIDE SOLID YELLOW F• �-I • �� STRIPE 20' C-C ®45' 2-4" WIDE SOLID YELLOW STRIPE (8" C-C) of EX of of pE 13E (SEE CROSSHATCHING DETAIL) - 8 32 8' 32 80 4" SQ. 1-WAY REFLECTORIZED WHITE 313E 313E 913 E 913E 913E 913E 913E 913E SEE DETAIL C RAISED PAVEMENT MARKERS (TYPE I-C) 913E 9 E 913E 313E 913E pE 1 SEE NOTE #4 r 913E°E 0 9OE 313E i0E '�oE DOE 913E TANGENT 500' R 1 913E �13E TWO-WAY LEFT TURN DETAIL FFCFF 4" WIDE DASHED YELLOW STRIPE 500' R SECTION 8" WIDE SOLID WHITE STRIPE (SEE DETAIL "B") TANGENT SECTION - X3 90 913 9 9p 913 90 913 9p 4" SQ. 1-WAY REFLECTORIZED WHITE P.I. 160' DESIRABLE P.I. 100' MIN. AT MINOR STREETS 24" WIDE SOLID 3c1E RAISED PAVEMENT MARKERS (TYPE I-C) 100' MIN. 150 MIN. AT MAJOR STREETS WHITE STOP LINE (TYP.) 913 913E XE NON-REFLECTORIZED YELLOW , , z RAISED TRAFFIC BUTTONS 5 5 5 z 4" 2-WAY REFLECTORIZED z YELLOW RAISED PAVEMENT o I g z O:❑:- O ❑:- :❑:- O:❑:- O EDGE OF SHOULDER OP C C IN VCURVE AREAS ONLY MARKERS (TYPE II A -A) = w (SEE NOTE #5 FOR TANGENT SECTIONS) N R.O.W. 4"WIDE SOLID WHITE STRIPEr�/�R.O.W. 913 �13E� O O :❑'- O :❑'- :❑:- O 7 9L 40, 913E 40' 9' E [ • `T'� �'� 4" YELLOW STRIPES PUBLIC I j • ►� STREET 4" 2-WAY REFLECTORIZED YELLOW RAISED PAVEMENT MARKERS (TYPE 11 A -A) N0. REVISIONS DATE NAME 2 ADOFGOOlV�71T�CROSI IALK ;3,9! � HARRIS COUNTY g�P-� 'OF ,/ �� �„ er FAIRMONT PARKWAY SHARED USE PATH 3 ACOW RNNT IM LANE 4/19/01 AM r *: *, Res PAVEMENT MARKING DETAILS 4 °" '° '�'"' PUBLIC INFRASTRUCTURE DEPARTMENT ".`..` ...... EMMANUEL OE PAU / 7k �.............82627......., ....0' detl.dw / FAE NQ r ENGINEERING DIVISION T 18ss �-, �k:<iOE...... � .. N,~; +� %oNAL V:g Huitt—Zollars Inc. DAM Aamov�n er. sT Na ��L�>, ���• Firm Registration No. F-761 9 99 46/49 QAACAM0\7RAFR0 sfAMARDS\PAAEII. 18" p_1)!» 6" " » 3 2"C 18" D 6"C* 24" ?" 6" BR1— B R 1-1 * reduce spacing 40% Legend — White (refl.) Legend — Red (refl.) Background — Red (refl.) Background — White (refl.) 3" 2" W 1Y; r a L0 N� 0 N N 0 3 18" %" -y4" 0 ob N 0 g J 0 D x 1 7/" Legend — Black Background — White (refl.) R_1Y2» 12" R9-5 Legend — Black Background — White (refl.) " *reduce spacing 60% R7-9 Top Left — White on Red Legend — Red Background — White (refl.) 5" 3" 2"C 1" 2"C 1" 2"C 2" '3"D 2" 3"D 2" NN 4" 5"C R 3-17 Background — Black Bottom Legend — Black — Background — White (refl.) 18" R_1)!» 12" V� LD TO PE6Z, R9-6 Legend — Black Background — White (refl.) R-1Y2» 12" 5" 3" 2"C 1" 2"C 1" 2"C 2" R7-9a Legend, Circle & Dia. — Red (Refl.) Border, Letter "P" — Black Background — White (Refl.) 5"Em 2-y2" 2VC 1" :?X"C NO ICI V�' I V I\ VEHICLES I I 3Y2" 1» 4"C 2h» 24 4"C 2X» 4"B 3Y2" R5-3 Legend — Black Background — White (refl.) •5%» 2%" 3"C* 1" 1" 5" 5" 1" 1" 3"C* R3-16 Legend — Black Background & Symbol — White (refl.) R_1Y2» 12" —� 0 IN lli! Flip, R9-7 Legend — Black Background — White (refl.) Circle & Dia. — Red (Refl.) Symbol — Black Background — White (Refl.) 24 1 WR 36" 3V 4�C 'D� 15t/11�� 4"B* 3Y --- " — 9 —10 YED 4"B 3h R4-4 Legend — Black Background — White (refl.) EM rRCE;�CY SR8-4 Legend — Black Background — White (refl.) �( BANS I l.L_L_J PE��St► t11`IU L FP�HI : �TED R5-10b Legend — Black Background — White (refl.) SPECIFICATION REFERENCE TABLE MATERIALS AND TESTS DIVISION SPECIFICATIONS PLYWOOD SIGN BLANKS D-9-7100 ALUMINUM SIGN BLANKS D-9-7110 FLAT SURFACE REFLECTIVE SHEETING, TYPE C (HIGH SPECIFIC INTENSITY) D-9-8300 VINYL NON —REFLECTIVE DECAL SHEETING D-9-8320 COLOR USAGE REFLECTIVE SHEETING OR OTHER MATERIAL RED BACKGROUND TYPE C (HIGH SPECIFIC INTENSITY) GREEN BACKGROUND TYPE C (HIGH SPECIFIC INTENSITY) WHITE BACKGROUND TYPE C (HIGH SPECIFIC INTENSITY) YELLOW BACKGROUND TYPE C (HIGH SPECIFIC INTENSITY) BLACK LEGEND/BORDERS VINYL NON —REFLECTIVE DECAL SHEETING WHITE LEGEND/BORDERS TYPE C (HIGH SPECIFIC INTENSITY) GENERAL NOTES: The alphabets and lateral spacing between letters and numerals shall conform with the Texas "Manual on Uniform Traffic Control Devices for Streets and Highways", latest edition, and any approved changes thereto. Lateral spacing of text shall provide a balanced appearance. All materials shall conform to Department Specifications. Sign blanks shall be fabricated from 0.08 inch thick aluminum alloy (Type A) or 5/8 inch plywood as noted elsewhere in the plans. Signs shall be mounted in accordance with Standard SMD (series). For red background signs, legend shall be applied by screening process, cut—out white reflective sheeting applied to colored background or combination thereof. Background shall be reflective sheeting (Type C). For white background signs, black legend shall be applied by screening process, cut—out vinyl non —reflective decal sheeting or combination thereof. Red, green or other colored legends, symbols, and/or borders shall be applied by screening process with transparent ink, cut—out reflective sheeting--dpplied to white background or combination thereof. Background shall be reflective sheeting (Type C). HUITEZOLLARS 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 OF r / ,.*..;......................... / EMMANUEL DE PAU / �.....: .......82627 ............� CENS�Q:� r +I I �bNA� ECG Huitt-Zollars Inc. Firm Registration No. F-761 URVEYED BY: DRAWN BY: HUITT-ZOLLARS JMH ROJECT NO: DESIGNED BY: 02-1168-01 JMH :AD DWG FILE: CHECKED BY: 1168-BIKE-03.dwg EDP IWNER/CLIENT: CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281)471-5020 HEET TITLE: FAIRMONT PARKWAY SHARED USE PATH BICYCLE LANE REGULATORY SIGNS DRAWING SCALE SHEET NUMBER HERE N/A 0' 147OF 49 VERT: N/A 0 1 2 3 FOR REDUCED PLANS 1" SPECIFICATION REFERENCE TABLE MATERIALS AND TESTS DIVISION SPECIFICATIONS �. l �i0"R ' ' 8" 1" " PLYWOOD SIGN BLANKS D-9-7100 d " 5%" /1 " �, Q` ' I s ALUMINUM SIGN BLANKS D-9-7110 " FLAT SURFACE REFLECTIVE SHEETING, TYPE C R I 3 " 2" 3$'a — 4" " ' 3 9a _ j 3 (HIGH SPECIFIC INTENSITY) D-9-8300 5 �" �— 7?" 2?" - — -" - 1 %" - - — - " 4" - - — 4" 3" " Ya" - - - - — T— VINYL NON -REFLECTIVE DECAL SHEETING D-9-8320 6Ya � 1Ya" �" 6Xa" 11� 8� %" ,. „ 1 " " 2Ya" 1" I2" BW1-2R 1" �" — 1" 3" " 1" 6" COLOR USAGE REFLECTIVE SHEETING OR OTHER MATERIAL 6 2 �, " 2 B W1 4R 2 3" 2 2� " d�3 d�1 RED BACKGROUND TYPE C (HIGH SPECIFIC INTENSITY) B W1-1 R W1- 5R B W2-1 GREEN BACKGROUND TYPE C (HIGH SPECIFIC INTENSITY) Xi 2" WHITE BACKGROUND TYPE C (HIGH SPECIFIC INTENSITY) 2% 2y2" YELLOW BACKGROUND TYPE C (HIGH SPECIFIC INTENSITY) BLACK LEGEND/BORDERS VINYL NON -REFLECTIVE DECAL SHEETING 5Xa" WHITE LEGEND/BORDERS TYPE C (HIGH SPECIFIC INTENSITY) 5lys" " I " �g ( GENERAL NOTES: The alphabets and lateral spacing between letters and 3" 6" 6" �� r� 6 ' s r 02 numerals shall conform with the Texas "Manual on Uniform " " " �,�Q` "Q' 0 p Traffic Control Devices for Streets and Highways", latest edition, 7�'a 3 , " 3 , SITS p1�a 3"C and any approved changes thereto. Lateral spacing of text shall _ _ _ _ 5 _ _ — _ _ _ 3" 1 �'a" provide a balanced appearance. All materials shall conform to 3" �— - - — - - - - — - — - - — - Department Specifications. ' 7�a %" ' 1Ya n (�(� /� D " 3"C Sign blanks shall be fabricated from 0.08 inch thick aluminum 6" "1" 2Ya" "1" 3" 8%" "1" I 6%a" W,1" �a alloy (Type A) or 5/8 inch plywood as noted elsewhere in the �83 �81 , 1 �d" plans. Signs shall be mounted in accordance with Standard SMD '1 3 �d-I(series). ///BW2- 2 B W2- 3 B W2- 4 B W2- 5 B W3-1 For yellow background signs, legend shall be black and applied by screening process, cut-out vinyl non -reflective decal sheeting or combination thereof. Red and green symbol shall be applied by screening process with transparent ink on white sheeting, cut-out reflective sheeting or combination thereof. Background shall be reflective sheeting (Type C). tK 12%' a D 8" �� W Llll Gil 1 " 3 I� so�.�`�� Q .,►� 'his _ - — - 5" a - — - �� ©W 3 "UZI�C* 4" " " " - -f - - " 5�'a jur 1" 8 1" 1" 1" a" �p B W5— 4 '�1 5 " ' S" ��� �A4 61X�s" 161Xis" �3 v3 3 3" BW3-3 *reduce ( BW7-5 BW8-10 ( MW11-1 Top circle - red, middle spacing 40% 1" circle - yellow, and bottom circle - green. R=1X" 18" 5?" 24" 1 Y4" Y2» 1 Y4" 5"D 4" M1-9 Bike, border & numbers - Black Background - White (refl.) R=1Y2"— 12" 90 of 2)'4 4» �,4» " 1Y4 » 1%» M7-7R R=1)!F 24„ 6LD � ��� M4-11 V R=1Y2" 24" - 6" C- 3N D M4-12„ it 4"C 1" 1" 4"C 1„ R=1h" 12" 4Y4" -M- 4Y4" 9 M7-1 R=1Y2" 12" T_ 'Cu" _... s 2%» 1 » 3" %" I %" 3" 1 �» R=1Y2" 12" - 9 ,» I M7-1 G Yi" 9 R=1" 24" M 1" 6„ �O 4"C y2" LLI► 1" M4-13„ 1E Y2" o—aL" 9„ D11-1 R=1Y2" 12" 1�» 7" 372" 1�» 3"C 12" M 7— 3GR -R=11Z" 12„ - -- 9" Y2" 9" Y2" 9„ X» R-1Y2" 12" R_1X" 12" - 9" 3" 9" 3" -y4» - - - 3" i " 3» M7-2 M7-3R R=1X" 12„ R-11c2" 12" - 9" 4 „ 4%„ 9to 3"„ 2 I 1 » - 1-Y -Y4" 2%" » 1 Y4 2 4» M7-5 M7-6R M7-5G Signs in this section: Legend - White (refl.) - Background - Green (refl.) R=1X" .,.» M7-2G R=1Y2" 12" M7-4GR R=1V 12" M7-6GR Signs in this section: Legend - Black Background - White (refl.) R=lV — 12" D4-3 Legend - Green Background - White (refl.) R=1X" 12" 2" 2 to 18" I 3" 3" of I i I M1-8 Bike, border & numbers - Green Inside oval - White (refl.) 5X" 3h» 2Y2"B 3" 3Y2" 4" 5"D 1" is area reserved for special bicycle route sign details. ........_. SPECIFICATION REFERENCE TABLE MATERIALS AND TESTS DIVISION SPECIFICATIONS PLYWOOD SIGN BLANKS ALUMINUM SIGN BLANKS FLAT SURFACE REFLECTIVE SHEETING, TYPE C (HIGH SPECIFIC INTENSITY) VINYL NON -REFLECTIVE DECAL SHEETING D-9-7100 D-9-7110 D-9-8300 D-9-8320 COLOR USAGE REFLECTIVE SHEETING OR OTHER MATERIAL RED BACKGROUND TYPE C (HIGH SPECIFIC INTENSITY) GREEN BACKGROUND TYPE C (HIGH SPECIFIC INTENSITY) WHITE BACKGROUND TYPE C (HIGH SPECIFIC INTENSITY) YELLOW BACKGROUND TYPE C (HIGH SPECIFIC INTENSITY) BLACK LEGEND/BORDERS VINYL NON -REFLECTIVE DECAL SHEETING WHITE LEGEND/BORDERS TYPE C (HIGH SPECIFIC INTENSITY) GENERAL NOTES: The alphabets and lateral spacing between letters and numerals shall conform with the Texas "Manual on Uniform Traffic Control Devices for Streets and Highways", latest edition, and any approved changes thereto. Lateral spacing of text shall provide a balanced appearance. All materials shall conform to Department Specifications. Sign blanks shall be fabricated from 0.08 inch thick aluminum alloy (Type A) or 5/8 inch plywood as noted elsewhere in the plans. Signs shall be mounted in accordance with Standard SMD (series). For white background signs, black legend shall be applied by screening process, cut-out vinyl non -reflective decal sheeting or combination thereof. Green or other colored legends, symbols, and/or borders shall be applied by screening process with transparent ink, cut-out reflective sheeting applied to white background or combination thereof. Background shall be reflective sheeting (Type C). For green background signs, legend shall be applied by reverse screening process with transparent colored ink, cut-out white reflective sheeting applied to colored background or combination thereof. Background shall be reflective sheeting (Type C). M 1500 S. DAIRY ASHFOgD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 f 6 Huitt-Zollars Inc. s Firm Registration No. F-761 SURVEYED BY: DRAWN BY: HUITT-ZOLLARS JMH IROJECT NO: DESIGNED BY: 02-1168-01 JMH 'AD DWG FILE: CHECKED BY: 1168-BIKE-05.dwg EDP 3WNER/CLIENT: CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281)471-5020 3HEETTM.E: FAIRMONT PARKWAY SHARED USE 'PATH BICYCLE LANE GUIDE SIGNS DRAWING SCALE SHEET NUMBER HORIZ: N/A AQ OF AQ VERT: N/A NERIM RIP, Pin,.J1A1P