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HomeMy WebLinkAbout10-5201 FAIRMONT PARKWAY SHARED USE PATHCKEY TO ALTA-SURVEY FL�ZONING INF03RMATION E5:111:::B�UlLDING HEIGHT HIE:L7EGEND '1::: MAP VIC::INIIT�Y BASIS OF: BEARING spENcER HIGHWA Y 0 F- F SU 30 1:0 IMM SPENCER US 1, LLC RVEY DRAWING .. I rio �i 11 T968m, FENCER MS 2 LLC CCF# X554205', 0. P. R. H. C. T. N M&M ADDI AHMADALI WRANI TION CCFf Y9721901 CCF,f REMAINDER OF LLOYD DOUD 4 CCF# I C TL VA AN A PLORTE P co Y415450, O.P.R.H.C.T O.P.R.H.C.T. .16.56250, O.P.R.H.C.T. I 1 _ PRO ER7y, _LC CCFf 20070609241, !a O.P.R.H.C.T. r GRANWLLE RD % ER =: gt1:1CL1E1:T11�NF1R1A11N 131X CCF,f J662140, :SURRV7EYOR`S NOTES M �-60' PUBLIC RIGHT-OF-WAY aP.R.H.C.T, BRUCE MEISMER VOL 28B9 PG' 75 ' SURVEY D!�� D.R.W.C.T. AND DENNIS MCCLUNG I L M CCF COO 75, -6'22" E 2,260.61' O.P. T. T:11: �CEMETERY� # R!9H8 60' PUBLIC ROAD AND U77UTY RIGHT-OF-WAY � ��I' A �R' SURVEY DESCRIPTION HUMBLE PIPE U CcFJ F395945, D.R.H,C.-T. N 86 �5 112' IRS COMPANY :POSsIBLEENCa0A IVOL 5380, PG. �:4, �CHMrWS EA[:B:U71LDIN��GARFA D.R.H.C.T. 73.3 112" IRFBEARS OHNW N 31-39 W. ar Y STEELAND To' U77LJTY EASEMENT AND WIFE; BONNIE 29.4' TRACT 3 STEELAND N3 ASPHALT G CCFIF E63.qO3I CCFf H312075 L, (A PAVEMENT D.R.H.C.T. O.P.R.H.C.T. 0 L 4Z F2O I ISURVE (CONTROLLING N 86-52'09" E Y DESCRIPTION �E 1 6 7.7' MONUMENT FAIRMONT PARK EAST 389.58' AS SURVEYED SEC71ON EIGHT, 518* IRF Ir FENCE POST BEARS CCF'# U91,9568, TEXAS, AND BEING PART OF THAT CERTAIN CALLED 54RSALL SURVEY, ABSTTACTNO. 625, HARRIS COUNTY A 234-71 ACRE TRACT OF LAND OUT OF THE RICHARD PE O.P.R.H.C. T, 60 N 37-43 W. 1.2- INDUSTRIES, INC., AS RECORDED IN COUNTY CLERK' 485.51426 ACRE 7RACT OF LAND DESCRIBED IN A DEED To PPG TEXAS, SAID 234.71 ACRE TRACT BEJNG ORE PART S F'L'E NO- G484569, OFFICIAL PUBLIC RECORDS HARRIS COUNTY. ICULARLY DESCRIBED By METES AND BOUNDS �s FOLLOKS. PARKWAY (250 FOOT RIGHT-Or-wAY) AND THE VES7ERLy LINE c 0 WOODED COMMENCING AT A 518 INCH [RON ROD FOUND AT THE INIERSE 71 N OF THE NORTHERLY LINE OF FAIRMONT AT THIS POINT), OF SAY AREA BOULEVARD (150 FOOT RIGHT OF WAY IN A DEED TO 8 BEING THE' SOUTHEAST CORNER OF THAT CERTAIN CALLED 4.451 ACRE TRACT OF LAND DESCRIBED AYPORT INVESTORS, AS RECORDED IN COUNTY CLERKs FILE NO. C816532, OFFICIAL PUBLIC RECoRD� HARRIS COUNTY� TEXAZ AND ALSO THE SOUIHKST CORNET? OF THAT CERTAIN CA,, 1.738 ACRE TRACT OF LAND A DEED TO THE C17Y OF LA PORTE, As RECORDED IN COUNTY CLERKS FILE No. H6 5 2 PUBLIC RECORDS, HARRIS COUNTY; TEXAS; Be 3 . OFFICIAL THEJVCE N 01'05'30' W W`7H THE WESTERLY LINE OF BAY AREA BOULEVARD A DISTANCE OF 504.66 FEET TO A 518 INCH IRON ROD FOUND IN THE SOUIHERLY LINE OF SAID 485.51426 ACRE i�FG INDUsTRIES TRACT FOR BEGINNING. AND BEING THE NORTHEAST 7HE POINT OF CORNER OF SAID BAYPORT INVESTORS TRACT AND THE NORTHKEST CORNER OF SAID 1.738 ACRE CITY OF LA PORTE TRACT AND ALSO BEING THE SOUTHWEST CORNER OF THAT CERTAIN CALLED 9.898 ACRE TRACT OF LAND DESCRIBED AS TRACT 2 IN A DEED TO THE CITY OF LA PORT& AS RECOROW IN C COUNTY CLD?KS FILE No- E351190, OFFICIAL PUBLIC RECORDS, HARRIS COUNTY. TEXAS, AND 7HE SOUTH -MOST ORNER OFTHAT CERTAIN CALLED 1,629 ACRE TRACT OF LAND DESCRIBED ASP�RCEL OF LA PORTE, AS RECORDED IN COUNTY CLERKS FILE No. X6266 7&' IN A DEED To THE CITY TEXAS; 65, OFFICIAL PUBLIC RECORDS HARRS COUNTy I THENCE S 86'56'40' W. GENERALLY ALONG A FENCE M771 THE SOUTHERLY UNE OF SAID 4a5.51426 ACRE PPG INDUS7RIES TRACT A DISrANCE OF Z723.5J FEET TO A POINT IN THE EASTERLY UNE OF THAT CERTAIN CALLED 6.0589 ACRE TRACT OF LAND DESCRIBED IN A DEED 7D BAYSHORE PIPE AND EQUIPMENT INC., AS RECORDED IN COUNTY CLERK'S FILE NO. U725265, OFFICIAL PUBLIC RECORDS, HARRIS COUNTY. TEXAS, AND BEING THE NORIHWEST CORNER OF THAT CERTAIN CALLED 4.255 ACRE TRACT OF LAND, DESCRIBED IN � L)al) TO JIM M. MORMAN, JASON R- MORMAN, AND JACK R. MORMAN, AS RECORDED IN COUNTY CLERK.S FILE No. 5 7BI5624 OFFICIAL PUBLIC RECORDS, HARRIS T81 B24, COUNTY CLERKS FILEN0. COUNTY TEXAS, AND FROM WICH BEARS � 86-48' E, 0.7 FEER A 518 INCH IRON ROD FOUND THENCE N OJII'14' KEST, GENERALLY ALONG A FENCE WTH THE EASTERLY UNE OF SAID SAMORE PIPE AND EQUIPMENT TRACT A DISTANCE OF j90.04 FEET TO A POINT AT THE NORTHEAST CoRNER OF SAID BAYSHORE AND EQUIPMENT TRACT AND FROM PIPE WHICH A 518 INCH IRON ROD FOUND BEARS s lo-49- w, aq FEET. THENCE S 66'56'40' W, GENERALLY ALONG A FENCE WTH THE NORTHERLY UNE OF SAID SAYSHORE PIPE AND FAIRMONT PAR,;( EAST EQUIPMENT TRACT, A DISTANCE OF 390.11 FEET TO A 518 INCH IRON ROD FOUND AT THE NORTHWEST SAID BAYSHORE PIPE AND EQUIPMENT SEC71ON SEVEN, CORNER OF TRACT, AND BEING IN E EASTERLY U E OF THAT C AIN CA D 200 FOOT WIDE STRIP CF- LAND DESCRIBED IN A DEED TO HUMBLETH N ERT LLE CCF# U434406, PAGE 582, DEED RECORDS, PIPE LINE COMPANY AS RECORDED HARRIS COUNTY, TEXAS. IN VOLUME Silo, O.P.R.H.C. T. 77-IENCE N 0371'14- W, GENERALLY ALONG A FENCE MTH 771E EASTERLY LINE OF SAID 200 WOE STRIP, A OISM�CE OF- ZBJ4.19 FEET TO A 5/8 INCH IRON ROD FOUND IN TH E SOUTHERLY LINE OF THAT CERTAIN CALLED TRACT OF LAND DESCRIBED IN A DEED To HUMBLE PIPE 5,52 ACRE DEED RECORDS HARRIS COUNTY, TEXAS. AND BEING THELINE COMPANY. AS RECORDED IN VOLUME 5380, PACE 545, NORTHEAST CORNER OF SAID 200 FOOT WDE STRIP, THENCE N 86'52'09" E, GENERALLY ALONG A FENCE, A DISTANCE OF 389.58 FEET CORNER OF THAT CERTAIN CALLED ZJ47 ACRE TO A POINT AT THE SOUrrr1EAST TRACT DESCRIBED IN A �DEEO To - JOHNNY STEEZAND AND NFE, AND SONNIF STE-EU-ND, AS REL-CORDEL, IN COUNTY CLERKS FILE No OFFICIAL PUBLIC RECORDS TEZA H312075' NO MOM KNCIII AN 8 INCH- FEN r i�RS-N-37'43'-W,-I.-2-FEL-T.----ttA CE COR ER-POS � _RRIS-COUNTY CD THEN IV 02 M '50'41' W WITH 7HE EASTERLY UNE OF SAID STEELAND MACT A DISTANCE OF 32J.90 FEET TO A 112 4 INCH H IRON ROD MTH A YE THAT UOW PLAS71C CAP MARKED 'IST CfR TA AUER 4053785800- SET AT THE SOUTHWEST CORNER OF z IN CALLED 60 FOOT WDE STRIP OF LAND DESCRIBED IN A D PURPOSES, AS RECORDED IN VOLUME 2869, PAGE 75, DEED EED To HARRIS COUNTY FOR ROAD RECORDS, HARRIS COUNTn TEXAS; THENCE N 86'52'42' & A DISTANCE OF 59.98 pLI, I TO A POINT AT THE SOUTHEAST CORNER OF SAID 60 FOOT WOE STRIP, BEING THE SOUTHWEST CORNER OF THAT CERTAIN CALLED 1.8821 ACRE 60 FOOT WOE STRIP DESCRIBED IN A DEED To THE OF LAND PUBLIC FOR ROAD AND U77UTY PURPOSES, AS RECORDED IN COUNTY CLERK'S FILE -00 NO F'395945� DEED RECORDS, HARRIS COUN`FY E_� Q4 C3 PPG INDUSTRIES, INC. CCF# G484569, O.P.R.H.c. T ;a i3 ICM OFLA PORTE CCF C.P� E375198, LA PORTE PROPERTIES R. H. C. T. PARTNERSHIP CCFf J86020A JOHNNY V. FUSILER SHELL FEDERAL CREDIT UNION O.F.R.H.c.T. UJ ILOUIS WLSON AND CCFf Y501711, O.P.R.H.C. T. PAUL Mvmk6y CCF# S464515, 518. IRF_ N 86'31'11" El 586.67' 112' IRS ro-PAH.C.T. CITY OF LA PORTE TRACT I CCFJ EJ51190. GPASS O.P.R.H.C.T. 10' UTILITY ASEMENIT G" TRACT 3 INL CCFf E639037 D. R. H. C. T 20' PIPELiNE EASSUENT—_�\_ (DVOL 2.529, PC. D.R.H.C.T. 112" 0' YkER EISEVEN T ( Jr CCF#'V'83803 & 143jr7153 D.R.H.C.T. Ss 112" IRS 15' UTILITY EASEME X62668n) CcFf D.R.H.C. GRT IML RP t1l W ED - t - — Qq P M X �0 01 co REMAINDER OF PPG I�DUSTRIES, INC CCF# G484569, OP.R.H.C.T. fq SITE (NOTTO SCALE) CONTROLLING MONUMENTS: 5180 IRON RODS FOUND AT THE WEST -MOST SW CORNER A140 WEST -MOST NW CORNER OF THE SUBJECT TRACT (CCF# G484569, D.R.H.C.T,). LINE TABLE # BEARING DISTANCE ELINE L1 lam N 865242" E 59.98' L2 N 02'37'58" W CURVE TABLE CUR VE # LENGTH R ADIUS DEL TA I CHORD BEARING CHORD DISTANCE C1 694.65' 11305.00' 30*2955" S 12*12'07" W U2 �1 1,294.-qg' 1,567.18' -d7'20'40- CJ S O3-464­q-'. W 1,258.46' 498.07' 1,488.80' 10'18'38" E 495.75' 31-39 W, 0.7 FEET- Zs AND FROM CH A 112 INCH [RON ROD FOUND BEARS N C4 234.71 ACRES N LIS Z 10,224,022 SQUARE FEET THENCE N 86�56'2 _2' & GV4ERALLY ALONG A FENCE AND PARTLY KITH THE SOUTHERLY LINE OF SAID 1.8821 ACRE 60 FOOT WDE STRIP, A DISTANCE OF 2,260.61 FEET TO A POINT AT THE SOUTHEAsr CORNER OF THAT CERTAIN TRACT OF LAND DESCRIBED IN A DEED To BRUCE MEISME FILE NO. W980075, OFFICIAL PUBLIC R AND DENNIS MCCLUNG, AS RECORDED IN COUNTY CLERKs —10' WATER EASEMENT r (D FOUND SEARS N 82'11' W. 0.8 FEET, RECORDS HARRIS COUNT4 TEXAS, AND FROM WICH A 112 INCH IRON ROD CCFf "18MO3 & U367153 GR > D.R.H.C.7-. IRS= 112 INCH IRON ROL) SET WITH INLT 7:__ _< � YELLOW PLAST7C CAP MARKED THENCE N 0"7'�580 W, GENERALLY ALONG A FENCE IWTH THE EASTERLY LINE OF SAID MEISMER AND MCCLU NO BUILDINGS 112- IRS' > 1ST AMER 405 785800� ERNTAIN IRF'= 112 INCH IRON'3 TRACr, A DISTANCE OF 156.86 FEET TO A 5/5 INCH IRON ROD FOU D IN THE SOUT LY UNE OF THAT C 0 CALLED a069 ACRE 7RAC7` OF LAND DESCRIBED IN A DEED FU SHE N HER FAIRA40NT PARK EAST, COUNTY CLERKS FILE JVD. Y501711, OFFICIAL PUBLIC RECORDS, HAR LL FEDERAL CREDIT UNION, AS RECORDED IN SEC77ON SIX, _U ROD FOUND RIS COUNTY, TEXAS- CCF# T569294, cm L'�� =LIGHT STANDARD 7HE74CE N 86*31'11' & GENERALLY ALONG A FENCE AND PAR 0. P. R. H. C. T U3 > 15' U77LJrY T__ "0' =FIRE HYDRANT CREDIT UNION TRACT, A DISTANCE OF TLY WTH THE SOUTHERLY UNE or SAID SHELL FEDERAL EASEME�N 0 'IST AMER 4053785800- 566.67 FEET TO A 112 INCH IRON ROD WTH A YELLOW PLAsTC CAP MARKED FPd =POWERPOLE SET IN THE WESTERLY UNE OF BAY AREA BOULEVARD (200 FOOT RIGHT -OF --WAY AT THIS Cr-chr Ls Su = GRr T SIGN POINT) AT THE BEGINNING OF A CURVE TO THE RIGHT, HAWNG A RADIUS OF I,j 00 FE A CENTRAL ANGLE OF X6266860 30'29'55", AND A CHORD BEARING AND DISTANCE OF S 12'12'07' 05. ET THE SOUTHERLY LINE OF INA r CERTAIN TRACT OF I AND DES I If@ =GRATE INLET W 686 48 FEET SAID IRON ROD ALSO SONG IN D.R.H.C. I. -A M PARTNERSHIP, AS RECORDED IN COUNTY CRIBED IN A DEED To LA PORTE PROPERTIES \ < S'@ =SAM. SEW. MH CLERKS FILE No. J560208, OFFICIAL PUBUC RECORDS, HARRIS COLIN 0 STAIC AFOREMEN77oNED 1.629 ACRE CITY 6� LA PORTE TRACT. _n TEXAS, AND BEING THE NORTHWEST CORNER OF THE AFOREMEN77ONEO 9 898 ACRE CITY OF LA PORTE TRACT AND =STORM SEW. MH THE NORTH -MOST CORNER OF THE Ty, lHENCE IN A SOU774ERLY DZREC71ON GENERALLY ALONG A F04CE W774 THE PROPERTY LINE DISTANCE OF 694.65 FEET TO A 112 INCH IRON ROD KESIERLY UNE OF SAID BAY AREA BOULEVARD AND SAID 1.629 ACRE CITY Op LA PORTE 7RACT ALONG SAID CURVE 7-0 THE RIGHT AN ARC LENGTH OVERHEAD U77LITY LINE OHL.— SET A T THE END OF SAID CURW. K17H A YELLOW PLAS770 CAP MARKED _1ST AAfER 405J76,5800- CHAIN LINK PENCE WOODED THENCE S 2727104" W CONTINUING GENERALLY ALONG A FENCE WTH SAID WSTERLY UNE OF SAY AREA WOOD FENCE WIN A YELLOW PLAS71C CAP MARKED I BOULEVARD AND SAID 1.629 ACRE CITY OF LA PORTE 7RACT A DISTANCE OF 39Z68 FEET TO A 112 INCH IRON ROD HAWNG A -1ST AMER 40SJ785900' SET AT THE BEGINNING OF A CURVE To 7W LEFT WRE F 03*46'44* W RADIUS OF 1,56ZI8 FEET A CENTRAL ANGLE OF 47'2040, AND A Ls E�yqE , 1,256.46 FEET; CHORD BEARING AND DISTANCE OF S 0 =ASPHALT THENCE IN A SOUTHERLY DIREC710M CON77NUINC GENERALLY ALONG A FENCE V4TH SAID WES7ERLy UNE OF SAY 0 AREA BOULEVARD AND SAID 1.629 ACRE CITY OF LA PORTE TRACT ALONG SAID CURVE To THE LEFT N 4053785600' SET AT THE END or SAID CURW. LENGTH DISTANCE' OF 1,294,99 FEET TO A 112 INCH IRON ROD Iff 7H A YELLOW PLAS77C CAP W�K6 'IST AMER f A ARC WOODED 1711 SCALE THENCE S 19*5 '3J7" & CON77NUZNG GENERALLY ALONG A FENCE KITH SAID WESTERLY LINE OF BAY AREA BOULEVARD AND SAID 1.629 ACRE CITY OF LA PORTE TRACT, A DISTANCE OF 1006.86 FEET TO A F12 INCH IRON ROD KITH A YELLOW PLAS71C CAP MARKED *1ST AMER 40SJ785800- SET AT THE BEGINNING OF A CURVE TO THE RIGHT HAWNG A RADIUS OF 1,488-80 FELT, A E, 495.75 FEET; CENTRAL ANGLE OF 19'10'05', AND A CHORD BEARING AND DISTANCE OF S 10-18-38- 5' PIPELINE EASEVENT THENCE IN A SOUTHERLY DIREC770M CON77MU114G GENERALLY ALONG A FENCE CCFf J7,37901 40 AREA BOULEVARD AND SAID 1.629 ACRE CITY OF L4 PORTE TRACT ALONG SAID CURVE 70 THE 0 V47H S410 WSTERLY LINE OF BAY 200 300 LENGTH DISTANCE OF 498.07 FEET To THE POINT OF BEGINNING, AND Co TAI ING 10, LEFT AN ARC f12' IRS 234.71 ACRES OF LAND, MORE OR LESS. N N 224,022 SQUARE FEET OR D.R.H.C. T. I SCALD V= 200, r The survexng company. rst Am d and ereon. A M e C .1 HrstAmeri . cai7 P'rofcsslOnafLandSer�ices CONTACTRONPRATT 40"78-58o8 L E-MAIL: rbpraffafimtAm _L 516' IRF ELFARS % 5,1a- IRF S 10-49 W�. 0.9- 5' @ - ; , , , , —X) S 86-56'40" W I F1PELJNE EASEMENT 0 (CONTROLLING , U MONUMENT) CCFf J7jI9OI 150�.DPI14NAC,_ FASE71ENT 390.11' D.R.H.c.T. C�Ff X626G,97 z D.F.H.C. I. FAIRMON'T PARK EAST. SECTION FIVE, CCF# XAXXXX'. to O.P.R.H.C.T.' P POINT OF CA 11E & ZE BEGINNIN' EQUIPMENT 5/6" IPF SEWS CCFJ U725265. S W-48 & 0.7 O.P.R.H.C.T This Work Coordinated By: Its, AR,R,C ' FirstAmefican It I i�4—' PrOfessionalLandServices 1700 S. Broadway, Building E Moore, Oklahoma 73160 (405) 378-5800 www.FirstAmPLS.com Drawn By: ALH Date: Surve r Revision: I--. Ref.No: o 9-02-0275 Date - Approved By: evision: DRH Field Date: Date: 03-03-09 �!Revisjorr. Scale: )ate: 1"=200, levision: P rePared F-or: BAYPORT IN TORS S 86-56'40' W 2, - 72j-53 VES SA IRP 00 M UlientRef No- QQ _:& Z AMMIGIMI, CcFf G8165J2, -_4 c, 00 C) Ln SIEAfEMS REAL 0�0 O.P.R.H.C.T. JIM U. P 0 0�1 CCC GROUP, INC. ES TA TE, MORAfAN, DQZ P-n GREEII BISHOP ?i -D iilg INC. TRACT 2 ;C�� Project Addr JA CCF"# T2204591 POINT OF ess: SON R, A40RUAN N3Z.9 U �, �� �;Ij 2?� LING P. CGF# U72J491, X�4 AND I : 4 �a I :0�� Chc M1 JACK R, ?DQ O.P.R.H.Cm T. ZS2 . 1901 West Avenue H & South 16th Street L Li .10MMENC P MORUAN a zu 0 f ZI L2 5, O.P.R.H.c.T. CCF,f 71815824, c- SR F 8 IRF 0 SE P;g SAYPMT WWS Project Location: N Mr X 9 T U P t� -to 5EO FAZIR 0. P. R. H. C. T. :ZE � tJJ O.P.R.H.0 T PANREK Y or La Porte, Texas Copyright 0 Project Name: First American t-rOfesslon; I Land Services, L,P. This fOnT at and Style is pr ­i��'ed 0 'ion kom First American Professional Land Services, L.P. out prior PPG La Porte Af rights are reserved. Ar y use of this formal: and style is strictly Prohibited with ----------------------- Sheet of Job Number: 09-02-035:001 I I . I I KEY TO ALTA-SURVEY MLTITLE DESC_ K11 �ZONINGINPORMATJON� C511 ::BUtLDINGHEIG�HT __ KI :T�:ITUE �INFORMA�TION R:1:: :LE:G:END�� Eq [:IV�ICINITY MAP� __ _ - I __ - _�SCALE � R:1J:SCHE:1)U7LE '131'rTEMS Vd,J BASI!OFB�TRIN�G _ __ R1 :� __ - KISUR YORCERTIFICA�'nON fl:J:S:U�g ___f_� VEYOR'S N�OTES gil :CL71ENT�INFORMATION�BOX _ __ __ ______) El �FLOOO INF�ORMATION � R[P:A:R�KING �INFORMATION Eq,E :SU7RVEY DRAWING _ _ EE1:CEM7ETER7Y ___) 13,,!! LANDAREA gl':1:SlUR�VEYDESCR�IPTION rl I F�OSSISLE ENCFlOACHMENTS 1141'1 BUILDING AREA _ - 13 11 SCHEDULE'B'ITEMS ______ � ��� I jNOTES CORRESPONDING TO SCHEDUl F "B": ' _ - 13. O_ Subted to any easements, building Set bact' fineS, rwk`i�ys, eta., that a survey ,nd,1,, F 9 4 � � , physical inspection may disclose.. 1�1 \ k'?�, - Subisci to any portion of the Property described herein within the limits or boundaries of any Public Or p,,,,,,e ,ed and/or �� � �7 highway, including but not limited to that certain IJ&4 acres lying within Fairmont Parkway dedicated for maidway "_ i_ _ � _ PurPda by an UnISCOrded Inst-Ument as disclosed In instrument moct,ded under Herds County C4ark's File Number(s) 8790BS6� (DOES NOT AFFECT SUBJECT PROPERTY) Q_ Easement' ,or Pip -line Purposes granted to Shell pipetine Corporation by Instrument m_-.med in Volume i272, Page 189 Of the need Records Of Harris County, Texas and amended by Instrument recorded under Harris County Clerk's File Numberls) BT5684T. POES NOT AFFECT SUBJECT PROF�ERTY) I 0- Easement for pipeline purposes granted to Shell Pipeline Corporation by Instrumom recorded in vo4ume 1272, Page 188 I of the Deed Records of Harris County, Texas. (DOES NOT AFFECT SUBJECT PROPERTY) Easement for drainage purp,, , as Over. line most easterly Sixy (60) fe& of the sub,�ed- land, 9. anted to Harris County Flood (D-Control District as evidenced by instrument recorded In Volume 2108, Page 382 a, the Deed Records of Herds Count ty, Texas. (DOES NOT AFFECT SUBJECT PROPERTY) &_Easement for pipeline purposes Fifty (50) feet in width as granted to the United States orAmerics (naw ll-skl by Texas Eastern Transmission Corporation) as evidenced by Instrument recorded in Vdume 1544, Pope 470 afthe Deed Records . of Harris County, Texas. (DOES NOT AFFECT SUBJECT PROPERTY) . @�_Easement for pip -fine Purposes granted to Defense plant Corp., (nare held by Texas Eastern Transmission Corporutiort) . by Instrument recorded in Volume 422, Palle WO Of the Contract Re--xcis ci Harris Co.inly, Texas and In Volume 1432, 1 Fogs 557 of the Deed Records of Harris County, Texas and amended by instrument m---vd-d under Harris County I Clerik's File Number�s) B756848. (DOES NOT AFFECT SUBJECT PROPERTY) . � e�N � Easement for Pipeline purposes granted to Gulf Refining Company and Gulf Oil corponardoin by Instrument recorded In Volume 2323, Page 114, of the l5ced Records of Hards County, Texas and amended by Instrument recorded under Harris County Clark's File Number(s) B75W46. (DOES NOT AFFECT SUBJECT PROPERTY) - I (D- Easement for pipeline purposes twenty (20) feet in width as granted to Gulf Refining Company and Gulf Oil Corporation � by instrument recorded in Volume 2329, Page 48 of Ithre Dead Records of Harris County, Texas. (AFFECTS SUBJECT 1-N. PROPERTY - AS SHOWN HEREON) � Q,)l- Easement for pipeline purposes One hundred twenty-ftye 0 25) feet in width as cra ssee Gas ro,emission Deed cords xes. Easement for Company by Instrument recorded in Volume 3047, Page 443 of he � mSd to Tenne- - T See Products Pipeline Company within the easement described In the preosding pipeline purposes granted to Tennes, Re of Harris County, Te Paragraph instrument recorded in Volume 331 9, Page 1 00 of the Deed Records of Harris County, Texas. AS affected by I Instruments recorded under Harris County Clark's File Number(s) N470798, W707-09, ". 5619, POD0837. Po0o&18, POD0839 and POD0840. (DOES NOT AFFECT SUBJECT PROPERTY) (7N ,�� Easemant for poeline purposes thirty (3,9) feet in width as cranteed to Magnolia Pipeline Conlipsny by instrument , under Herds County Clarit's File Num,b,ar(s) B401040. (DOE�s NOT AFFECT SUBJECT PROPERTY) recontecl I Easement fx Pipeline Puq`osas ten (10)1881 in Width as granted to Humble PipeNne Y I stru . u H 0- Compart by n mem nder� arris Coumv ClsrVs Fits Numbar(s) D085827 and corre--ted by Instrument recorded under Harris County Cl,d(,s File __ - , Numbeqs) D1216Z2. (DOES NOT AFFECT SUBJECT PROPERTY) I � 0- Easenemsfor electric distribution facilities granted to Houston Lighting and Plosver Company as evidenced by Instrument . recorded under Harris County C4erk's Fil- Numberls) 8417301. (DOES NOT AFFECT SUBJECT PROPERTY) . (D_ Easements for public utility purposes ten (I 0) and twenty (20) feet in width granted to In- City of La Porte, as Svki,,wd . by instrument under Harris County Clark's File Number(s) E639031. (AFFECTS SUBJECT PROPERTY - AS SHOWN HEREON) @_Pipeline easement granted to Big Three Industries, Inc. as set forth In instrument recorded under Ha�. Count ty Clerk's File Number(s) J731901. (AFFECTS SUBJECT PROPERTY - AS SHOWN HEREON) 5- Pipe-4ine easenne-rd granted 10 Channel Industries Gas as Set forth In instrumen(mcomed urd� Herds County Clerk's File NunibeqS) L431139. (DOES NOT AFFECT SUBJECT PROPERTY) @_ PIP'llne eessment granisd to Union Carbide Corporation as set forth in Instrument mco,dad under Hams C� I ounty Cla*'s File Numbeqs) L5324$5 and amended under Harris ca�, rity Oerk's File Numbeqs) 1,8887 al. Sam- having been assigned to Union Carbide Industrial Gasses, Inc, a Dolawarst corp,,,tk,, as setta-th In instrurriwt recorded under I �-% Harris County Clerk's File Nurrtber(s) M572659. (DOES 140T AFFECT SUBJECT PROPERM Water line easement ten (10) feet in width omnt&d to the City of La Podui by Instru ,trit, filed to- record under Harris L U� -County Clerk's File No. M1&380r3 and amisr�W under Harris C�nty CIcrkls File No. l,4367153. (DOES NOT AFFECT SUBJECT PROPERTY - SHOWN HEREON) - (D- Aerial easement granted to Jouston LighUng & Power Company by instrumsent as set " in Instrument recorded u Harris CotrmyClark's File Numbar(s) p169782. (DOES NOT AFFECT SUBJECT PROPERTY) nds (D- Ea��tfbrL,Gd�pmundteie=nmunfc�tio _ . __ nfsscfiftj,,gmntadtOSOcrdT�esmm BefiTelaphorl-Companyas,, PROPE _'l re' P998 CQ , t forth in lnal`um�' -Ordad under Hstm,'s County Clarn's File Numb-_Js) Is .(DOES NOTAFFECT SUBJECT RTY) . I Pipeline easement granted to Saaddil Pipeline Cbrp,,tIon as set forth in insburnerd ffled for record under Harris County (D_C[,srk's File No. T677515. (DOES NOT AFFECT SUBJECT PROPERTY) (D-Pipeline ��M-Trt granted to Lavaca Pirelt�_ Com, party as set fOrIll in instrument recorded under He ir County Ci.cdes File No. U503728. (DOES NOT AFFECT SUBJECT PROPERTY) , (D- A �n4srys�e.�ancfvmteiiinseasemer.t granted to the CIYOfLa Podecon ,nL 1. - O, by metes and bounds attacl,ad ft,mto. (AF "My Oeries File Numbe�s) �e26686 and being more particularly described I recorded under Harris CO to: ng 34OZ acres, mcm. . less _ forth In Instrume , as, set FECTS SUBJECT PROPERTY - AS SHOMq HEREON) A drainage easement gmntad to lite Cry of Lz Porte containing 7.7943 acres, mo;c ,,),s,, S, W, I n - me zmcl being more particularly described by metes and (D-recorded under Harris County Clones File Number(s) X626587 n Orth I instru ent bounds attached tftereW. (DOES NOT AFFECT SUBJECT PROPERTY - SHOWN HEREON) . I (D-kn Easement coritaininq 0.1 36 acts, More or les�s. granted to SO4�yeslern Call Teiaptrorta, LP. for u I ndergmund , electrical and Telephons, tc4eam.ph, signal and cins, t&l,,,,mmu.1I,,tbn syst s &S Sol. forth in lns�trument recorded 'a Number,$) Z234459 arid b�.;hg more particulady located by metes and botinds and under Herds County Ck-.,k,s 6 am �_ sketch austoned Insm-to. (DOES NOT AFFECT SUBJECT PROPERTY) The surveyng company. First American Prelfessional Land Services certhies to the accuracy and III] sufflielency of the Survey Provided hereon. __ I __ - - N $ S I AM it .V , C I , k 11, "' I- " - �, � ,(" - - _�_��V�41�__41 1 FirstAmerican I P-OfessionalLandSeridices CONrACTRONPRArr 405-376-5808 .___ E-At4tL:rbpratt@fimtam.com �,77 F!-7, � � 10� - A � - ;�, , � . , r , r I I 2 . li .,,�, - ,�. . , M-11 1 J1 TITLE DESCRIPTION AS FURNISHED 1 485.51426 acres, more or less, the same being all of the 495.40639 acre tract hereinafter defined, SAVE, LESS and EXCEPT the 9.89213 acre tract THENCE North 01 * 05' 00' West along the east fine of sold 4.451 acres and the West line of said 1.738 acres same being the existing west hereinafter defined, more Pardmiarly described as follows: right­of-way line of said Bay Area Boulevard for a distance of 505AT feet to a 518 Inch Iran rod with a cap set for the northeast comer of said 4.451 That certain 495.40639 acre tract of land out of the Richard Pearsall Survey, Abstract No. 625, Harris County, Texas, said 495.40639 acre tract being acres and the northwest comer of said 1.738 acres, and in the South line of said 485.51426 acres, from which a 112 Inch Iran md was found south the residue of that certain 499.4305 acre tract conveyed to Fairmont, Ltd. by J09 k Morris 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 called 9.898 acre tract (Tract 2) as conveyed by deed 8076 on Page 16 of the Deed Records or Harris County and having County Clerk's File No. 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. McIntosh to the City of La Porte, as particularly described by metes and bounds as follows, to_wIt recorded under Harris County Clarks File Number E351190 of the Deed Records of Harris County, Texas; I BEGINNING at a 314 inch imin pipe found In the west rIght­af-way line of the GAA SAR.R., said pipe being called for as the 'BEGINNING POINI, THENCE North 86' 59'29' East, (called South 86* 66'40* West) along the north line of said 1.738 acre tract and the south line of sold 485.51426 for the aforementioned Fairmont Ltd. 499.4306 acre tract and Is also located North 03 deg. 27 min, 48 sec. West, 3131.76 feet and South 86 deg. 56 acre tract, departing the existing west right­of-way line of said Bay Area Boulevard, for a distance of 150.09 feet (called 150.00 feaQ to a 5/8 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 cap 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. 56 min. 40 sec. West� 791.60 feet to a 1/2 Inch iron rod found for an Interior comer orsaid Fairmont. Ltd. 499.4306 acre tract Iran rod also bein and an Interior comer of the herein described tract g 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 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" found In the present north right-of-way line of of Harris County, Texas. Same being In the existing east rlght�of-way line of said Bay Area Boulevard (width varies); Fairmont Parkway for the most southerly southeast comer of the herein descdbed tract; THENCE along the existing east rightmof-way line of said Bay Area Boulevard with a curve to the left having a radius of 1155.52 foot, (called 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 of 250 feet 1501.04 feet) a central angle of 18' 56! 21% an am length of 381.96 feeL (called 381.94 feet) and a chord bearing and distance of North 10* 26,45" West - feet to a copperweld rod stamped *A-1 04" found for the most Southerly southwest comer of the herein described tract; 380.22 feet to a 1/2 Inch Iron rod found for the point of tangency; THENCE North 03 deg. 16 min. 45 sec. Wast, 504.12 feet to a coppenveld rod stamped.*A-103' found for an Interior comer oFthe herein described I tract I THENCE North 19* 54' 1 0* West (called South 19' 54'24* East) continuing along the existing east right-of-way line of said Say Area Boulevard for a THENCE South 86 deg. 56 min. 40 sec. West generally along a fence, 3293. distance of 1163.16 feet to a 5/8 Inch iron rod with a cap, set for the point of curvature of a curve to the right-, 23 feet to a M inch Iran rod found for the southeast comer of a 0.1 1 5 THENCE continuing along the existing east r1ght­of-way line or mid Bay Area Boulevard, with Sold curve to the right having a radius of 1442.18 feet, acre tract conveyed to Amoco Pipeline Co. by Fairmont Ltd. and being of record In County Clerk's File No. E283667; an am length of 11 91.71 feet a central angle of 47* 20'42" and a chord bearing and distance of North 03* 46' 1 I" East - 1158.09 feet to a 112 Inch THENCE North 03 deg. I I min. 14 sec. West, 100.03 feet to a 318 Inch !ran rod found for the northeast comer of said Amoco tract; Imn rod found for the point of tangenW, THENCE South 86 deg. 56 min. 40 sec. West, 50.00 feet to a 3/8 Inch iron rod found for the northwest comer of said Amoco tract, said rod set In the THENCE North 27* 26'3 I' East, (called South 27* 2s, 1 r West) continuing along the existing east riqht�l-way line of said Bay Area Boulevard for a I east line of a Humble Pipe Line Company 200 foot wide strip Per Volume 531 0, Page 58Z Deed Records; � distance of 491.14 feet to a 1/2 Inch Iran red found for the point of wwature of a curve to the left . THENCE North 03 deg. I I min. 14 sec. Weak generally along a fence, 3124.20 feet to a mpperweld rod found for the northeast comer of mid 200 THENCE continuing along the existing east right-of-way line of said Bay Area Boulevard, with said curve to the left he I 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 ving a radius of 1276.35 feek a described tract central angle of 30' 29'59', an are length of 679.43 feet and a chord bearing and distance of North 12* 1 1'31* East - 671.44 feet to a 5/8 Inch Iron 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 CarterJr., THENCE North 86 deg. 52 min. 09 sec. East, 389.58 feet along a fence to an 8 inch fence comer post for an Interior comer of the herein described Trustee, to the City of La Porte as recorded under Harris County ClerWs File Number E375198 of the Deed Records of Harris County Texas. Said tract 5/8 Inch Iron md being In the south line of a called 1.9203 acre tract as conveyed by deed dated May 23, 1997, from Decker McKim tt� Johnny W. THENCE North 02 deg. 60 min. 41 sec. West, 323.90 feet along a fence to a 1/2 Inch Iron rod found for the southwest comer of a strip of land Fuslier, Louis Wilson and Paul Kennedy as recorded under Harris County Clerk's File Number S464515 of the Deed Re sofHa a un , conveyed to Herds Coutny for road purposes and recorded in Volume 2889 on Page 75 of the Deed Records of Harris County, Texas and an ell cord ni co ty comer of the herein described tract Texas, some being In the north line of said 485.51426 acres, from said 5/8 Inch Iron rod, a 3/8 inch Imn rod was f und east 0.38 feet and a 3.23 1 feet a outh THENCE North 86 deg. 52 min. 42 sec. East, 59.98 feet along a fence to a 112 inch !ran pipe found for the southeast comer of the sold strip of land THENCE North 86* 3 V 25* East, along the south line of said 1.9203 acres and the north line of said 485.51426 acres for a distance of 50.81 feet to a conveyed to Harris County and an angle point SIB Inch Iron rod with a cap set In the proposed east right-of-way line of said Bay Area Boulevard (200 feet wide) for the point of curvature of a non 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 from which a 518 inch Iron was found west 0.20 feet and wuth 0.50 last; described tract; tangent curve to the right, ' THENCE along the Proposed east right-of-way line of said Bay Area Boulevard with said curve to the right having a radius of 1505.00 feet an am THENCE North 02 deg. 37 min. 58 sec. West, 156.86 feet along a fence to a 1/2 Inch !ran rod found near the Intersection of a nonh-south-east retire length of 802.66 feet, a central angle of 30' 33' 27" and a chord bearing and distance of South 12' 1 O' 34" West - 793.18 feet to a 518 inch Iran rod for an ell comer of the herein described tract; I with a cap set for the point of tangency; I THENCE North 86 deg. 31 min. I I sec. East, 956.84 feet to a point for the northwest comer of that certain called 1.00 acre tract conveyed by THENCE South 27' 2T 17" West continuing along the proposed east right-ol-way line or mid Bay Area Boulevard, for a distance of 397.88 feet to a Fairmont, Ltd. to the City of La Porte and being Tract 4 In County Clerk's File No. E351 I go; . 5/8 Inch Iron rod with a cap Set for the point of curvature of a curve to the left; THENCE South 03 deg. 03 min. 43 sec. East 123.29 feet to a 5/8 Inch galvanized Iran bar found for the Southwest comer of Said 1.00 acre tract THENCE continuing along the proposed east rIght­of-way line of said Bay Area Boulevard Will said curve to the left having a radius of 1367.18 feet, THENCE North 86 deg. I 1 min. 31 see. East, 352.81 feet to a point for the Southeast comer of said 1.00 acre tract; an arc length of 1129.73 feet, a central angle of 47' 20'41", and a chord bearing and distance of South 03* 46'57" West - 1097.86 feet to a 518 inch 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 strip conveyed by I iron rod with a cap set for the point of tangency; Fairmont, Ltd. to Harris County and called 0.6535 In County Clerk's File No. D423632; THENCE South 19' 53'24" East, continuing along the proposed east right-of-way line of said Bay Area Boulevard for a distanm of 1006. f ttoa I THENCE North 86 deg. 56 min, 17 sec. East along the south line OF said 21.5 foot wide ship, the present south line of Spencer Road (also referred 518 Inch Iron rod with a cap set for the Point of mrvature of a curve to the right I THENCE continuing along the proposed east right-of-way line of said Bay Area Boulevard with said curve to the right having a radius of 1688.80 feet, . I � to as Spencer Highway), 724.59 feet to a point for the most northwesterly comer Ora 0.6275 acre tract conveyed by Fairmont, Ltd. to the City of La 94 ee Pate as recorded In County Clerk's File No. E607849; an arc length of 556.77 feet. a central angle of 18* 53'22", and a chord bearing and distance of South 10' 26'42' East - 554.25 feet, to a 518 inch Iran .� 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; I I described parcel of land and containing within these wits 6.359 acres or 276,987 square � THENCE generally Eastivardly with a curve to the left having a Centra(Angle of 1 0 deg. 00 min. of sec., a Radius of 1196.91 feet and an Arc Length THENCE South 86' 56'00* West, along the north line of sald 1.028 acres for a distance of 50.06 feet to the POINT OF BEGINNING of the herein of 208.91 feet Thence North 86 deg. 56 min. 43 sec� East, 31.71 feet to a point In the centerfine of 20th Streak Tom of La Porte for the I most northerly northeast ' feet of land; . I comer of the herein described tract; PARCEL "B': (1.629 acres or 70,956 square feet of land) I �i I 1 COMMENCING at a mppenveld rod found In the north right-of-way line of Fairmont Parkway (based on a 250 feet wide riqht�f-way) as recorded I THENCE South 03 deg, 03 min. 17 sec. East. 332.50 feet along the centerfine of 20th Street to Its interseclon Will the centedine of Avenue A, Town under Volume 3642, Page 41 of the Deed Records of Harris County, Texas. Said coppeiweld rod being the Southeast comer of a called 4ABI acre � I of La Porte, 5/8 inch iron bar found for an Interior comer of the herein described tract; I � tract as conveyed by dead dated December 30, 1 980 from Friendswood Development Company to Bayport Investors as recorded under Harris THENCE North 87 deg. 31 min. 54 sec. East, 296.02 feet along the centerfine of Avenue A to Its Intersection with the west right-of-way line of the County Clerk's File Number G816532 of the Deed Records of Harris County, Texas, and being the Southwest comer of a called 1.738 acre tract, also I BEGINNING and containing 495.40639 acres of land, all bearings recited herein am Lambert Grid Bearings, Development Company to the City of La Porte, as recorded under Hanis County ClerWs File Number H68a532 of the Deed Records of Harris County, I G.H.& SAR.R., 518 Inch Iran bar found for an interior comer of the herein described tract being In the existing west right-of-way line of Say Area Boulevard (I 50 feet wide) as conveyed by deed dated October 12, 1982, from Friendswood 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 SAVE AND EXCEPT., South Central Zone of Texas; Texas; I . , . THENCE North 01 * 05'00* West, along the east line of said 4.451 acres and the west line of said i.738 acres same being the existing west 4 I Save and except from the'above described 495.40539 acre tract, a 9.89213 acre tract of land, called 9.898 acres for the purpose of extending Bay right-of-way line of said Bay Area Boulevard for a distance of 505.47 feet to a 5/8 Inch Iran rod with a cap set for the northeast comer of said 4.451 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. E351 I 90. Tract acres and the northwest comer of said 1.738 acres, and in the south line of said 485.51426 acres, fimm which a 112 Inch Iron red was found south 11, said 9.89213 acre tract being more particularly described by metes and bounds as follows, to -wit 0.68 feet. Said 518 inch Imn rod with a cap set for comer also being the southwest comer of a called 9.898 acre tract (Tract 2) as conveyed by deed BEGINNING at a point In the South line of the above described 495.40689 acre tract of land, said point located South 86 deg. 56 min. 40 sec. West, dated December 13, 1974, from Stephen T. Cochran, Stedwell Johnston, Eugene B. Smith and Winston W. McIntosh to the City of La Porte as 79,41 feet from a copperweld rod stamped 'A-103" found for an Interior comer of that certain 499.4306 acre tract as described In Volume 8076 on recorded under Harris County Clark's File Number E351190 of the Dead Records of Harris County, Texas. Said 5/8 inch Iran rod with a cap i;ei for Page 16 of the Deed Records of Harris County. Texas, said coppenveld rod also being an I ter! r comer of the above described 495.40539 acres ,. tract - I . . 12 . I i :, I � I I 1, . . �. � � . n �: o . . . I ,; I - I - I I corner also being the POINT OF BEGINNING of the herein described parcel of land; I . I , I THENCE South 66 deg. 56 min. 40 sec. West along the south line Of above describe' I � ". , THENCE along the proposed west right-of-way line of said Say Area Boulevard (200 feet wide) with a curve to the left having a radius of 1488.80 THENCE generally Northwardly d 495.40639 acre tract 150-00 feet to a point; feet, a central angle of IQ* 09' 49", an arc length of 497.96 feet and a chord bearing and distance of North 10' 18'3Y West- 495.64 feet to a 5/8 Inch - with a Curve to the left having a Central Angle of 18 deg. 53 min. 16 we., a Radius of 1967.56 feet an an Are Lengt - of 648.61 feet to a point of tangency; h Iron rod with a cap set for the point of tangency, from which a 5/8 Inch Iron rod was found south 0.83 feet., I T -_ I THENCE North 19 deg. 54 min. 24 sec. West 857.81 fast to a point of curvature; THENCE North 1 9* 53'24' West, continuing along the Proposed west rIght­of-way line of said Bay Area Boulevard for a I of I stance of 1006.88 feet to a . 518 inch Iron rod found for the point of curvature of a curve to the light; fus of 1567.18 fiesk THENCE North 27 deg. 26 min, 18 sec. East, 303.85 feet to a Point of mrvature; 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 I THENCE generally Northwardly with a curve to the right having a Central Angle of 47 deg. 20 min. 42 sec., a Radius of 1542.18 feet and an Arc THENCE continuing along the proposed west right­ol-way line of said Bay Area Boulevard with said curve to the right having a md Length of 1274.34 feet to a point of tangency; Iron rod with a cap set for the point of tangency, from which a 518 inch Iran rod was found west 0.15 feet; � THENCE generally Northwardly with a curve to the left having a Central Angle of 30 deg. 30 min. 00 sec., a Radius of 1483.67 feet an an Arc Length THENCE North 27* 27' 1 r East, continuing along the proposed west right­of-way line of mid Say Area Boulevard for a distance of 397.88 feet to a I ,of 789.80 feet to a point in the northerly line of the above described 495.40639 acre tract for the northwesterly comer of the herein described tract; . 1/2 Inch iron rod found for the point of curvature of a curv'e to the left I THENCE North 86 deg. 31 min. I 1 sec. East, along north line of said 495.40639 acre tract, 150.00 feet to a point for the northeasterly cal,,,, of the THENCE continuing along the proposed west right-of-way line of said - . herein described tract from which the northwest comer of that certain I 00 acre tract described I Co . I I . . n unty Clerk's File No. E351 190 beam North 86 deg. 31 min. I I sec. East, 220.99 feet THENCE generally Southwardly with a curve to the right having a Central Angle of 30 deg. 30 sly Ai as Boulevard with said cuN a to the left having a radius of 1305.00 feet a central angle of 30' 29* 53*, an arc length of 694.64 feet and a chord bearing and distance of North 12' 21" East - 6$6.47 feet to a 5/8 inch iron I T rod found for comer, said 5/8 Inch Iron rod being the Intersection the min. 02 sec., a Radius of 1276.35 feet an an Am Length of 679.44 feet to a point of tangency; I THENCE South 27 deg. 26 min. 18 sec. West, a distance 491.14 of � proposed west right-of-way line of said Bay Area Boulevard and the existing . west rfght-of-way line of said Bay Area Boulevard. and being In the north line of said 485.51426 acres and the south line of a called 3 acre tract conveyed by partnership agreement deed of f THENCE generally Southwardly with a curve to the left having a Can eat to a point of curvature; Length of 1 191.71 feet to a point of tangcricy: tral Angle of 47 deg. 20 min. 42 sec., a Radius to 1442.18 feet and an Arc as I dated January 12. 1985, from Thomas H. Sullivan, Executor and Trustee, to the La Porte Properties I Partnership, as recorded under Harris County Clerk's File Number J997395 of the Deed Records of Harris County, Texas. Said 3 acre tract being out � of Lot 80, of the La Porte Outhots, as THENCE South I 9 deg. 54 min. 24 sec. East 1163.16 feet to a Point of curvature; THENCE generally Southwardly with a curve to the right having a Central Angle of 1 8 deg. 53 recorded in Volume 59. Page 313, of the Deed Records of Harris County, Texas; THENCE along the existing west right-of-way line Of said Bay Area Boulevard, with said curve to the right having a radius of 1489.55 feet (called 1483.67 feet), an arc length of 789.94 feet (called 789.79 feet) min. 16 see., a Radius of I 1 58-61 reat and an Arc Length of 381.94 feet to the PLACE OF BEGINNING and containing 9.89213 acres of land. NOTE: This Company does not represent that the acreage or square footage a central angle of 30' 23! 07" and a chord bearing and distance of South 12* 14* 58* West - 780.72 feet to a 1/2 Inch iron rod found for the point of tangency; THENCE above calculations are correct, PROVIDED, however, that the Property Includes all rights and estates (including; without limitation any reservations of easements and minerals) of GrIntor under Instruments filed In the Office of the County I I . South 27' 26'31' West, (called North 27' 26' 17" East) condnuing along the existing west right-ol-way line of Said Bay Area Boulevard for a � distance of 308.85 feet to a 1/2 inch Iron rod found for the point of curvature of a to Clerk of Harris County, Texas and recorded In the Official Public Records of Real Pmperty of Harris County, Texas as follows: Clerkts File No. D423632, Film Code No. 134-30-0563; Clerk's File No. E283667, Film Code No. 11 1-12-0232; Clerk's File No. E351190, Film Code No. 115-1 3-1597; curve the left; . THENCE continuing along the existing west dght­of-way line of Sold Bay Area Boulevard, with the curve to the left having a radius of 1542.18 feet, an � arc length of 1274.34 feet, a central angle of 47' 20'42" and a chord bearing and distance of South 03' (includes the aforesaid ex6luded 9.39213 acre tract); and ClerWs File No. E607349, Film Code No. 131-05-1280. . 46' 10'West - 1238.39 feet to a 112 rich n 1 rod found for the point of tangency; I Im � I THENCE South 19' 54' 10' East, (called North 19' 54* 24" DESCRIPTION OF 7.988 TOTAL ACRES OR 347,943 TOTAL SQUARE FEET OF LAND OUT OF A CALLED 485.51426 ACRE TRACT AS CONVEYED BY DEED DATED MARCH 28,1980 FROM FAIRMONT, LIMITED, West) continuing along the existing west right-of-way line of said Bay Area Boulevard for a 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 right THENCE continuing along the existing A TEXAS LIMITED PARTNERSHIP TO PPG INDUSTRIES, INC. AS RECORDED UNDER HARRIS COUNTY CLERK'S FILE NUMBER G484569 OF THE DEED RECORDS OF HARRIS COU NTY, TEXAS. SAID 7.988 ACRES BEING SITUATED IN THE RICHARD PEARSALL SURVEY, west right ­al -way line of said Bay Area Boulevard with said curve to the right having a radius of 1961.oG fast 1 , (called 1967.56 feet) an arc length of 648.52 feet (called 648.12 feet) a central angle of 18' 56'52', and a chord beating and distance of South 10* 26'40' East - 645.57 feet, to the POINT OF BEGINNING B 5, IS TY, MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS POLL ABSTRACT NUM ER 62 HARR COLN TEXAS AND BEING Bay Area OWS. (Ali bearings are based on the existing dght­of-way of the herein described parcel of land and containing within these calls 1. 70,956 square feet of land. 629 acres or west line of Boulevard (width varies) as recorded under Harris County ClerWs F dated December 13,1974.) Ile Number E351190 of the Deed Records of Harris County, Texas, (ONLY A PORTION OF THE TITLE DESCRIPTION IS SHOWN.) PARCEL "A*. (6.359 acres or 276,987 square feet of land) � COMMENCING at a coppenveld rod found in the north right­of-way line of Fairmont Parkway (based on a 250 feet wide right ­al -way) as recorded under Volume 3642. Page 41 of the Deed Records of Harris County, Texas. Said copperweld rod being the southeast tract I � camu of a called 4.451 acre as conveyed by deed dated December 30, 1980 from Friendswocd Development Company to Bayport Investors as recorded under Harris County Clerk's File Number G816532 of the Deed Records of Harris County, Texas, and being the I , I Southwest comer of a called 1.738 acre tract, also being in the existing west right-ol-way line of Bay Area Boulevard (I 50 feet wide) as conveyed by deed dated October 12, 1982, from Friendswood Development Company to the City of La Porte, as recorded under Harris County Clerks File Number H688532 of the Deed Records of Harris unty, Texas; 00 ; � - : 1 5 11 FLOOD INFORMATION By GRAPHIC PLOTTING ONLY SUBJECT PROPERTY is SHOWN ON THE . NATIONAL FLOOD INSURANCE PROGRAM FLOOD INSURANCE RATE MAP , FOR HARRIS COUNTY� TEXAS, MAP NO. 48201CO945L, EFFECrvE DATE-' JUNE 18, 2007. THE SUBJECT PROPERTY IS SHOW To BE LOCATED ZONE 7" ON SAID MAP. RELEVANT ZONES AREDEFINED ON SAID MAP AS FOLLOWS. ZONE - X" - 07HER AREAS DETERMINED To BE OUTSIDE THE ANNUAL CHANCE FLOODpLAIN, 0.2Z - - L11 I : CEMETERY _____ - ( T=HERE IS .NO WSIBLE EVIDENCE OF CEMETERIES. ) D � I -�-�_� 0 - U-17UTY POLE� FENCE AND A SPHALT PAVEL/r(EINIT (WAX 73.j') 0 - FENCE (UAX. 7. 1 ') F---------) 8 11 ZONING INFORMATION ------------------------------------ � � - --"--% ACCORDING To THE CITY OF LA PORTE ZONING MAP, THE SUBJECT PROPERTY is ZONED pUO, PLANNED UNIT DEVELOPMENT. PER MASUD IN THE CITY OF LA PORTE PLANNING DEPARTMENT (PHONE.- 281-471-5020, pLcnaM9aZ&__Q9Ltq,t TH SAID Zo _W E NE ,�_ X6 STANDARDS FOR RE AS F LL6WS.- SETBACK LINES: FRONT' 50 FEET REAR., 40 FEET SIDE: 30 FEET (GENERALLY) MAX BUILDING HEIGHT. - NONE % ___ - I - -E:F== [1-011 BASIS OF BEARING BEARING SYSTEM FOR THIS SURVEY IS BASED ON A BEARING OF N 03'11'14' W, FOR THE WESTERLY LINE OF THE PPG INDUSTRIES, INC. TRACT (CCF# G484569, O.P.R.H.C.T.). 11611 VICINITYMAP ___) _-) I 1 1 1 1 SURVEYOR'S NOTES - - , 1. This survey is" bosed on deeds, easements and/ar recorded plots and other records furnished by the client andlor the client's representative as well as significant visible monuments found on the subject property and adjacent properties, field me0surements and evidence of be However, this Survey short not represent warranty of title or guarantee 0 undarles found on the ground. f ownership. The surveyor did not abstract the subject property. This survey was performed with the benefit of a current title abstract provided by Chicago Title Insurance company, GF. No. 7NB3384, effective date January 29, 2009. 1 . 2. Subject tract has direct access to Bay Area Boulevard, a public right-of-way. 3- There Is no observable evidence of earth moving work, or building construction. I - 1 4. No observable I evidence of any chcn � � I or repair. 1, gas in street right�of-woys or recent street or sidewalk construction � I � I I . 5. No observable .evidence of site use as a solid waste dump, sump I or sanitary landfill. 6. All statements I within the certitmation and other references 0 ted esewhere hereon re ted to Improvements, �structures, buildin - - - �"_;' walls, easements, I ca 1 , 10 utilities, solely on above ground, visible egr?demce, u servitudes, and encroachments are based hereon. ­ nless another source of information is specifically referenced 7 Controlling mo.numentation found during this survey as noted hereon. . I I . 8- NO underground utilities have been located andlor shown on this surveY. Only visible and'apparent above ground utility appurtenances are shown. I � 9. This survey doer not provide a determination or opinion concerning the locatia I n or existence of wetlands, foultlines, toxic.or hazardous waste areas, subsidence, subsurface and environmental conditions or geological issues. NO Statement is made conceming the suitability of the subject tract for any intended use, purpose or development. I , 10. The word 'certIV or "certificate* as shown and used hereon means an expression OF professional . opinion regarding the facts of the survey and does not constitute a � Implied. . warranty or guarantee, expressed or I 11. Excep.t as speci . f7colly stated or shown on this plat, this survey does not purport to reflect any of the following which may be applicable to the subject tract.. easements; building setback lines, restrIctive covenants; subdivision restrictform,, zoning or other land -use regulations, Agreements; Lease Agr am nts; . and ownership title evidence. a a I I I . - � 11 - 11 - . � - � 12. Any declaration made'hereon or herein ' is made to the partiess� listed, in - th - ' I I - not transferable, ,to additional institutions or subsequent owners. I a certification hereon. If is I � � I . _�� � . � ; 14 1 [SURVEYOR CE'RTIFICATION � - To. PPG Industries, Inc,, . Chicago Title Insurance Company. I This Is to certify that this map or plat and the survey on Which it Is based were made In accordance with the 'Minlinum Standard Detail Requirements for ALTAIACSM Land rifle Surveys;," jointly established Und adopted by ALTA and NSPS In 2005, and Includes items 1, (except in states th re � 6, 7(d), 7(b)(1), 7(c), 8, 9. ,0. ,,(,)of quire record monument platting), Z 3, 4. (location Of utilities per visible, above -ground, on -site observation), 13, 14, 19 (a) (to the extent possible, graphically depict on a ck lines), 19(b) (observable evidence of earth moving work, building construction or building odditions 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 my professional opinion, as a land surveyor registered in the State of Texas, the of this surv0Y does not exceed that which Is Specified therein. ' Executed as of the 23 day of March, 2009. e "'� ,�:,%f 0 F _�,4� Sit _ _ � , .................. _ D.R. Helmuth i " , .. .............. . . . i�l , -. ssl .* . I - OeA .. ...... We-gisler-ed Professional �Lond Surveyor Nc73-674 _ I I . - I I - 11271----------) FE:jjEE - . 1 PARKING INFORMATION 1411 BUIL . _: _ 211 1 TITLE INFORMATION ' � F 11 - � " CEHEED . 77HE TITLE DESCRIP770M AND THE SCHEDULE 8 ITEMS HEREON ARE (IiE) [�F;ROM CHICAGO 777LE INSURANCE COMPANY, GF NUMBER: 7NBJ364, . . I I 1� I � � EFFEC77VE DATE* JANUARY 29, 2009, ISSUED: FEBRUARY 9 1� �T � .- EA[,..�� I I C/11 TAIA-CSM Land Title Surve v - - � 1181 1 CLIENT INFORMATION BOX) -1 _ I "I .- .. - ..... . I This Work Coordinated By: I '* S , A-,, I I I * 11 . 1. 1�1� I KmtAmeficn � -- - .. I �%,_qw,/_/_--� I PrOfessiolialLandServices . I . I 1700 S. Broadway, Building E , � Moore, Oklahoma 73160 (405) 378-5800 www.FirstAmPLS.com I - =ALH7Drawn By: Date: L Revision: I Surveyor I �. Ref.No: 09-02-0275 Date: 11 . . Approved By: � Revision: .1 DRH I . i Date: .. I , Field Date: . Revision: , � 03-03-09 , � - ( Date: �� . Scale: I !­� 11 1"= 200' 1 � Revision: - _� isw�nz_=�=­ , - I � . Prepared For: . __ I . I nj_.���� _ L5 11 BUILDING HEIGHT , _ � 2 D I ( I D (: ED . ­ I I First American Professiona � Copy:right @,=[ Land Services, L.P. This format and style is protected ' I is re ry by Copyright, all rights are reserved. Any use of this format and style is strictly prohibited Without prior ' [b Copy � gh , a I n s y p Issi from irst m ric wd:tftten pe:rmission from First AmericalnProfessional Land Services, L.P. I . P Client Ref.. o: � I I 11 � ::11g: is r1r! V ;I!!;!;!: � Project Addreas; 1 1901 West Avenue H & South 16th Street . I � , Project Location: La Porte, Texas I � I * I I I Project Name: I � . . I PPG La Porte Vacant Land - I Sheet 2 of ­ Job Number: - 1 -02-035:001 � v to Q. U? 0) cli C4 0 z 1 9 00 C� _j _j VICINITY MAP SCALE: 1"=3 MILES 11111111;vjim 2111111111 mem; w-1:5111111 m A F IRMONT P RKWAY THE CITY OF LA PORTE, TX MAYOR CITY COUNCIL, GEORGIA A. MALONE JOHN BLACK MIKE MOSTEIT CHUCK ENGELKEN TOMMY MOSER LOUIS 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 Sheet List Table Sheet Sheet Title Cq 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 n 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 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 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 >0 28 CANADA ROAD 1 OF 3 29 CANADA ROAD 2 OF 3 30 CANADA ROAD 3 OF 3 31 BAY AREA BLVD I 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 I OF 2 z 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 OF ....................... A EMMANUEL DE PAU ;# ................................... 82627 it -'-�/CENS /ON Huift-Zolfars Inc. Firm Registrafion 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 PORTIEv TX 77571 (281) 471-5020 DRAWING SCALE SHEET NUMBER HORIZ: AS NOTED VERT: AS NOTED 01 OF An moul FOR REDUCED PLANS 1. PAVING 2. 1. DESIGN THICKNESS OF PAVING 11. STABILIZED SUBGRADE TO A DEPTH OF 111, DESIGN STRENGTH OF CONCRETE psi IV. TYPE AND PLACEMENT OF STEEL: DRIVEWAYS 1. NUMBER OF DRIVEWAY APPROACHES PROPOSED: 2 It. HARRIS COUNTY STANDARD DRIVEWAY DETAIL APPEARS ON SHEET 27 FIRE APPARATUS ACCESS ROAD * REQUIRED AND SHOWN ON SHEET(s) * NOT REQUIRED DUE To NOT PROPOSED CURBING 1. ISLANDS AND MEDIANS REQUIRE STANDARD 6" CURBING 11. X STANDARD 6" CURBING PROPOSED 1-] 4" x 12" CURBING PROPOSED EXCEPT AT MEDIANS AND ISLANDS TRAFFIC CONSIDERATIONS 1. MEDIAN CUTS 0 NO MEDIAN CUT OR RELOCATION IS PROPOSED X MEDIAN MODIFICATIONS ARE SHOWN ON SHEET 09, 19, & 23 11. LEFT / RIGHT TURN LANE X NO LEFT / RIGHT TURN LANE IS PROPOSED 11 LEFT / RIGHT TURN LANE IS SHOWN ON SHEET Ill. TRAFFIC CONTROL PLAN f-1 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 0 TRAFFIC IMPACT ANALYSIS HAS BEEN APPROVED ON DATE: 7. SUBDrVISION O\STORM SEWER El fZQADSIDE DITCH El CITY OF R OTHER El TO DETENTION Po' 0 DETENTION POND M%A 0 TO HCFCD DRAINAGE 13 TO HARRIS COLIN ROAD NAME: TY) FISTATIC W.S.E. 0 OUTE EIPROPOSED STORM BY UNIT NO. E DITCH 3. COMMERCIAL / OTHER SITE DRAINAGE 1. PROPOSED DRAINAGE AR 0 NEW DEVELOPMENT AREA: X RE -DEVELOPMENT AR&= INCREASED IMPERVIOUS AREA): 11, DETENTION VOLUME * El .55 FREQUENCY NEW AREA_V_AX =-W-A-ACRE FEET * E3 .65 DETENTION REQUIRED E] .75 ElOTHER: PROPOSED VOLUME NZA ACRE FEET CAPACITY AOCATED TO TRACT FROM D. A. MX: (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 PROEIABIUTY PRE- EV D PEAK RUNOFF POST -DEVELOPED PEAK RUNOFF (CFS) DETENTION BASIN PEAK OUTFLOW (CFS) MAXIMUM SURFAC ON PEAK STORAGE VOLUME (AC -FT) STORAGE AC -FT P 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 oe� ENGINEERING FIRM OR FLOODPLAIN ADMINISTRATOR HCFCD HEAD CONDITIONS. FOR THE PROPOSED WORK CONTAINED IN THESE PLANS IS PROVIDED BY 019-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 D PROPOSED RIGHT OF WAY DELINEATION M I To CLU FO AND FORMATION TO INCLUDE apt;it- OF ES7 T, CLERKS FIL A E (e.g., ENT, L�����G'R'ANTEE (e.g. COH, HZF�CD, PUBLIC, TX NOTES, 1. COMPLETE ONLY IF HCFCD OR HARRIS COUNTY IS REQUIRING DETENTION. 11. COMPLETE ONLY IF PROJECT HAS WITHIN IT OR IS IMMEDIATELY ADJACENT TO AN EXISTING OR PROPOSED HCFCD MAINTAINED CHANNEL OR DETENTION WIN. 111. COMPLETE ONLY IF PROJECT INCLUDES NEW OUTFALL. EIACKSLOPE INTERCEPTOR OR OTHER RELATED WORK WITHIN AN EXISTING OR PROPOSED HCFCD MAINTAINED CHANNEL OR DETENTION BASIN. IV. COMPLETE ONLY OF PROJECT HAS WITHIN OR IMMEDIATELY ADJACENT TO IT AN EXISTING OR PROPOSED PUBLIC DRAINAGE CHANNEL OR DETENTION BASIN. HCFCD PROJECT 111. OUTEAL OUTFALL TO X H.C. ROADSIDE DITCH X EXISTING H.C. STORM SEWER 0 OTHER ROADSIDE DITCH OUTFALL: ALLOWABLE OUTFALL RATE _N (CFS) PROPOSED OUTFALL RATE: NYA OSTORM 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 FACILITIE 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: 8. FLOOD PLAIN STATUS 1. GENERAL INFORMATIO FIRM PANEL(S) FOR PROPERTY: 48201CO94011_, 48201CO845L FIRM PANEL(S) DATE: JUNE 18, 2007 STATUS OF PROPERTY ON MAP 0 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 El LOCATED ENTIRELY IN ANY "A" ZONE OR SHADED ZONE "X", (INDICATE BASE FLOOD LEVEL 0 LOCATED IN THE 10-YEAR FLOODPLAIN 0 LOCATED IN CYPRESS CREEK LOMR 08-06-2369P (INDICATE BASE FLOOD LEVEL-) 0 SITE REMOVED FROM FLOODPLAIN BY LOMA OR LOMR-F CASE NO. El OTHER ELEVATION INFORMATION BENCHMARK USED El 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 AIV.) F1000PLAIN REFERE14CE MARK 11, FLOOD PLAIN DETERMINATION BASED ON GROUND ELEVATIO 171 PROPERTY LIES ENTIRELY ABOVE THE BASE FLOOD LEVEL AND IN SHADED ZONE "X' PROPERTY LIES PARTIALLY OR ENTIRELY BELOW THE BASE FLOOD LEVEL Ill. FLOODPLAIN STORAGE SUMMA (APPLIES ONLY TO PORTION OF LAND LOCATED WITHIN FLOODPL41N AS DELINEATED BY FIRM PANEL). A. TOTAL VOLUME OF MATERIAL PROPOSED TO BE PLACED WITHIN THE FIRM DELINEATED FLOODPLAIN (FILL, BASE, CONCRETE, AS PHALT, ETC.): 0 i.e., BELOW ELEVATION 10.5L (2001 ADJ.) - CUBIC YARDS B. TOTAL VOLUME OF MATERIAL PROPOSED TO BE REMOVED FROM THE FIRM DELINEATED FLOODPLAIN: i.e., BELOW ELEVATION 115L (2001 ADJ.) 0 CUBIC YARDS NOTES 1. COMPLETE FOR ALL PROJECTS 11. COMPLETE ONLY IF PROJECT IS ADJACENT TO 100-YEAR FLOOD PLAIN 0 & 9. In 4.\�KATER AND WASTEWATER MUNICIPALITY: MUNICIPAL' 0 UNICIPAL UTILITY DISTRICT: R 0 ER DISTRICT: I W El PRI E WATER AND WASTEWATER T I EED PRIVA WATER SYSTEM AND INDIVI R INDIVIDU WATER WELL AND OSSF :1 OT R OTHER: LETTER FROM DIS AND CONNECTION TCEQ APPROVAL PERMIT FOR WAS' E] OSSF SUBDIVISPI 0 12 5. DESCRIPTION OF PROPERTY 1. LEGAL DESCRIPTION A. ACREAGE:- N/A B. E] SUBDIVISION: N/A AS OSSF E] SURVEY & ABSTRACT: N/A C. ADJACENT ROADS: FAIRMONT PARKWAY BAY AREA BOULEVARD CANADA ROAD UTHORIZING SERVICE It. PLATTING A. SUBDIVISION PLAT IN R SYSTEM AND E3PROPOSED PLAT / REPLAT TER STEM. DRECORDED PLAT / REPLAT T UTHORIZ W R SYS TER YSTEN ANNIN REPORT PLAT NAME: ---------------------------- PLAT NUMBER --------------------------- XNO PLAT REQUIRED B. STREETS PROPOSED 0 PUBLIC UNITS E3 PRIVATE LOTS El PUBLIC & PRIVATE A\VERAG DAILY FLOW NOTES 1. COMPLETE FOR ALL PROJECTS 11. COMPLETE FOR ALL PROJECTS. fil. COMPLETE ONLY IF TCEQ DISCHARGE PERMIT IS PROPOSED WORK IN HCFCD RIGHT-OF-WAY El OUTFALL 0 UTILITY CROSSING El ROADWAY BRIDGE / CULVERT CROSSING 0 FILL ACTIVITY E] REHABILITATION OF CHANNEL El MAINTENANCE 0 TEMPORARY CROSSING X OTHER 11, PERMIT 0 US ARMY CORPS ENGINEERS NATIONWIDE PERMIT NUMBER(S) 0 US ARMY CORPS OF ENGINEERS INDIVIDUAL PERMITS X OTHER 0 NO PERMITS REQUIRED EXPLAIN: III, REFERENCE / BASIS OF DEJERMINATION 0 ENVIRONMENTAL CONSULTANT REPORT BY REPORT TITLE REPORT DATE El OTHER NOTES, 1. - 111. REQUIRED ON PROJECTS WITH WORK IN A HCFCD CHANNEL PLEASE REFERENCE SECTION 17 OF THE FLOOD CONTROL DISTRICT POUCY. CRITERIA, AND PROCEDURE MANUAL FOR MORE INFORMATION. HARX-IRIS COUNTY PUBLIC INFRASTRU CTUIDV_lc_� DEPARTMENT X NONE Ill. JURISDICTIONS CITY OF HOUSTON CITY OF LA PORTE ETJ, CITY OF HOUSTON ETJ, CITY OF El NO ETJ IV. HCAD ACCOUNT NOS. (AL V. -UNOBSTRUCTED VISIBILITY EASEMENT (U.V.E.) E] REQUIRED AND SHOWN ON SHEET(s) X NOT REQUIRED KEY MAP 0paqe(s)___L78.AZ9.A9A *CPC 101 FORM MAY BE REQUIRED 6. STORM WATER QUALITY 1. CONSTRUCTION PROTECTIVE MEASURES. SWPPP SITE PLAN AND DETAILS ON SHEET(S) ---- 4 1 -4-4- 11. APPLICABILITY FOR PERMANENT FEATURES. 1:1 EXEMPT NEW DEVELOPMENT OF LESS THAN 5 ACRE PARCEL. El EXEMPT REDEVELOPMENT OF A 5 ACRE OR LARGER PARCEL WHERE TOTAL IMPERVIOUS SURFACE (EXISTING PLUS PROPOSED) IS LESS THAN 1 ACRE. El EXEMPT "GRAND FATHERED" BY AN EXISTING STORM SEWER LINE. El 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. E] VEGETATIVE CONTROLS USED: (FILTER STRIP, GRASSY SWALE, URBAN FORESTRY) DETAILS AND CALCULATIONS APPEAR ON SHEET(S) ------------ 0 POND STRUCTURE USED (WET, DRY, WETLANDS) DETAILS AND CALCULATIONS APPEAR ON SHEET(S) ------------ El HYDRODYNAMIC TYPE SEPERATOR MODEL: ----------------- ------- X OTHER(S): TWH RECEPTACLES AND SIGNS, SHEET 45 NOTES I - 11 REQUIRED ON ALL PROJECTS, Ill 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 DWISION BY INTERPOSE NO OBJECTION DATE 10 SITEWORK SUMMARY By AS TO PAVING AND/OR DRAINAGE ONLY DATE HARRIS COUNTY ADMINISTRATIVE ft (THIS SECTION TO BE FILLED OUT BY HARRIS COUNTY REVIEWER) BY AS TO LOCATION OF ITEMS IN COUNTY RIGHT OF WAY DATE CRITICAL FACILITY El YES 0 NO El STORM WATER QUALITY A1101 fisp4r &Uawd /ZA1109 El DETENTION BY AS TO STORM WATERXUAUTY .4& DATE El DRAINAGE SWALE 0 CUT_CU.YDS. / FILL CU.YDS. ADDITIONAL COMMENTS: - 94vue 0 FILL PLACEMENT ---#ACRES Tha SWQM# is A-vt .4t4eml.; c, Ewa #�w&Z%Ar El ORGANIZED SEWER El PUBLIC ID PRIVATE El ORGANIZED WATER 0 PUBLIC 0 PRIVATE 0 UNDERGROUND UTILITIES (COMBINATION WATER/SEWER) 0 PAVING I-] PUBLIC OPRIVATE HAMS COUNTY FLOOD CONTROL DISTRICT 0 DRIVEWAY WITH CULVERT- CURB AND CUTTER- TXDOT --- INTERPOSE NO OBJECTION El CULVERT -- SEPTIC El NO 171 EXISTING E] PROPOSED By DATE FOR ITEMS LOCATED OUTSIDE OF HCFCD RIGHT-OF-WAY 0 OTHER --- By SIGN CLASSIFICATION 10jo ZPROVED: DATE LOCATED IN: FOR ITEMS LOCATED WITHIN EXISTING HCFCD RIGHT-OF-WAY r-1 Eri APPROVED: 0 SCENIC DISTRICT BY DATE C:l TOLL ROAD FOR ITEMS LOCATED WITHIN PROPOSED HCFCD RIGHT-OF-WAY EASEMENT AUTHORIZATION ADDITIONAL COMMENTS: El LETTERS 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 ONO BEEN COMPLETELY CHECKED AND VERIFIED. THESE DRAWINGS ARE SIGNED, DATED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF TEXAS, WHICH THEREFORE CONVEYS THE ENGINEER'S RESPONSIBILITY AND ACCOUNTABILITY. THIS DOES NOT RELIEVE SIDEWALKS PROPOSED 0 NO ANY PARTY FROM COMPLYING WITH APPROPRIATE FEDERAL, STATE AND LOCAL ENVIRONMENTAL RULES, LAWS, AND REGULATIONS AND ANY OTHER A. HOME BUILDER 0 YES LEGALLY ADOPTED REGULATION OR ORDINANCE RELATED TO LAND DEVELOPMENT. IF THE CITY SIGNATURE$ ARE REQUIRED BY ORDINANCE, COUNTY B. DEVELOPER 0 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. 0 YES D. OTHERS CITY OF LA PORTE ENGINEEWS CERTIFICATION 12 LANDSCAPING El 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/12ermits FOR EACH SCOPE OF WORK IN HC OR IN HCFCD ROW. �% OF �4,41 1, EMMANUEL DE PAU A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, DO HEREBY CERTIFY x, 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 o RULES CONCERNING THE PRACTICE OF ENGINEERING AND PROFESSIONAL ENGINEERING LICENSURE. 001­1 *­'­­­­­­ ...... ...... ANY VIOLATIONS WILL BE FORWARDED TO THE HARRIS COUNTY DISTRICT ATTORNEY'S OFFICE FOR PROSECUTION, B2627 THE COMPLETED PROJECT CONSISTS OF DRAWING SHEETS 0 1 THRu 49 '.. �I'C �115� - - 0 SEAL Huitt-Zollars Inc. Firm Registration No. F-761 R E V I S 1 0 N S DATE I SHEET H.C. APPROVED DATE I EXPRESS REVIEW SHEET PROJECT NO. 2004087 H-0 NON GENERAL NOTES IN STREET R.O.W. OR TION 713-223-4567. Date: 0) 0 CD 0 ob 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 ASTIVI 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. I 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 N01ES 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, Al-L 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 (6/.). 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. I No net fill allowed in flood plain. (provide calculations) 2 No fill allowed in Floodway. 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- year) 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-year) 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 I oor 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_Harr�ty and Harris County road rights -of-way. I 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 ore not shown) TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT AT 713-207-7777 F-5.0 HUITEZOLLARS 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 OF ................. 82627 EN AU Hui`ft�Zoll%ars �Ir c. Firm Registration No. F-761 SURVEYED BY: DRAWN BY: HUITT-ZOLLARS JIMIH PROJECT NO: DESIGNED BY: 02-1168-01 JIMH CAD DWG FILE: CHECKED BY: 1168-NOTE.dwg EDP OWNERICLIENT: CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281) 471-5020 611111 1 T 1 0 li, . i *L W W1 01 r-, I L, 4 =1 0 It I 1---i =0 9, % GENERAL NOTES DRAWING SC.!'-E HORIZ: N/A VERT: N/A SHEET NUMBER 030FAC1 WrA&F FOR REDUCED PLANS U177, t� a. cli c1l z 9 co (10 c� n rN r)p r) -7 ()Q I n 1 1 4 e*% I Iq 10 Or) r) 1 r) r) r) -z r) A n = I SCALE (1-=400') HORIZ 0 200 400 Soo LEGEND PROPOSED HIKE AND BIKE PATHWAY I REV I DESCRIPTION I APP I DATE I HUFff AlM 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 OF to Huitt-Zollars tul 'raflon No. F-761 Fl. Reg:=01,1�n SURVEYED BY: DRAWN BY: HUITT-ZOLLARS JMH PROJECT NO: DESIGNED BY. 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168.OVRL.dwg EDP OMERICLIENT. CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281) 471-5020 ?6 FAIRMONT PARKWAY SHARED USE PATH r LGIT, a U INUILW-� 10 a DRAWING SCALE HORIZ: 1 " = 400' VERT: N/A SHEET NUMBER 040F j&Q— = low FOR RFr)l JrFr) P1 ANR CN! CY) 0 1 9 GO to C� _r: U) _J ON PRIVATE UTILITY LINES SHOWN FAIRMONT PARKWAY STA. 0+00 TO 4+00 AT LEAST 48 HOURS BEFORE EXCAVA71NG IN STREET R.O.W. OR EASEMENTS CALL THE LONE STAR NOTIFICAMON 713-223-4567. Date: Centerpoint Energy/ElectrIc Facilities (Approved only for crossing underground ductlines, unless otherwise noted.) Valid at time of review only Date: SBCZproV for underground conduit facilities only. 21,26 2 Sign 0 Ed for one year. 21.30 < 15 21L 21.68 21.56, Date: CenterPoInt Energy/Gas Facilities D11-1 21,94 1 2 2L48 (Gas service lines are not shown) 22.15 2215) 21,36, 22.41 22-41 22.50 21�87 21,84 1 1 TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT AT 713-207-7777 22.25 22.47 22.25 22 46 Z.94 F21.46 5CRCTE �BARRER WALL 8: WALK �21 22.5 22.17 ;2,24,3 BENCHMARK 80 HARRIS COUNTY FLOODPLAIN + 115 8' N REFERENCE MARKS 0 nJ I (Data by Harris County Flood Control District) 2P,4,9 I'AtIRMONT PARKWAY 22,3E PROPOSM'S"ENDE (4 x (F�.ST�OLII40 LAN RM 020250 0 CLEAR SPAN'PREFABRICATED v PROP. 10 WIDE Floodplain Reference Mark Number 020250 is a brass CNI 22-15 PEDESTRIAN BRIDGE OM CONC. SHARED US PATH r disk stamped "RM 020250" on bridge abutment at 22.1o, /-TAPER 22.24 J, Fairmont Parkway (Westbound) and Willow Spring Bayou 2LE31 21.72 22. ORE �2 x CRE--ARRIER WALL & WALK 5' To 1911 located on the downstream, southeast comer of bridge KEEP TEXAS 13EAU nFuL' SIGN ON 121.11 C"I 00 T 1'R T FIR Hol, abutment of westbound lanes, 0. 1 mile west of Somerton 207 FL 24RCP-16.74 0. 21.90 EXPOSED - TOP OF 18�92 20( 20.04 6' UTILITY PIPE BRIDGE BEN r 3,52 21_ 06 20.3 to 20.91 24" F 2 24 1 SPOT LIGHT lilt T2 0*9 Street. 16�� 0. SANITARY SE R MH t 19,82 0 LOCATION UN NO -4 20.25 SIL 16�13 16 4 19.43 (PIER CAP) + S ARY SEWER MH L TIE A 'n UNKNOWN . 1.61 161 20,75 2 FL 'LA PORTE- Elevation 18.91 feet (NAVD 1988, 2001 Adjusted) 1 9. �O 18-44 3 15.43 15 ' 470 rilluitl IS 18 -A r%C.0 ig,�V ONC. HEADER,00-,,,,. C14 10' 8 * 811 0- 17� 19.22 17.51 J" 17-24 L. &j 24 RCP=17.25 BRICK SIGN NOTE 18.19 __0+0 18'2� 18 . 1 18. 2 2+ FTw`_P+A0 I _400 2t4O 1 17�70 17.76 "20 74 20 7, 6' PALM20.74 20.75 1 7 9.82 0 kI,20.6 Ed 1. SEE SHEET 35 FOR TYPICAL SHARED USE DITCH BOTTOM 19.79 7.80 SPOT LIGHT SOLAI PATH CROSS SECTIONS. 16 3.73 I8.S2 k 4 qk 17.72 ON M DITCH BOTTOM HORIZ SCALE (1-=20') 9�1_ .75 0 10 20 40 2. CITY OF LA PORTE WILL MAINTAIN BRIDGE. 04 4.02 ��C, 3. PEDESTRIAN BRIDGE INCLUDING ZIM/ OF P4FjDe 8.82 t R?2 FOUNDATION TO BE PROVIDED BY R35' 19-84 right of WO)/ CONTRACTOR. -- - ---- 9,40 Ce-LINK FENCE ___1` 8 W I z >- 4-C 4. DESIGN TO BE SIGNED AND SEALED BY 20.59 Z, I �01 TAPER FROM TO7 3+ 0 41 TEXAS PROFESSIONAL ENGINEER. REFER TO SECTION 02890 - PRE -FABRICATED BRIDGE. D 11 1 10' TO 8' WIDE /38C 19.68 Q) BIKE ROVE 9 9.07 Jz: 2 a. 20.75 20.04 X M4-11 PROP. 23 LF. 10' WIDE CONC. 10' PEDES TRIA N/ BIKE SHARED USE PATH EA SEMEN T BEGIN STA. 1+16 H. C. 0. F ---- -- END STA. 1+39 a P. R. R. P. H. 0. T LA. 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. P02J711 O.P.R.R.P.H. C. T CLEAR VAN PREFA48RICATED ... ....... ....... ....... ....... ....... . .. ....... 24 ..... . ....... ....... ... .... ... PEDE-STRIAN BRID-GE (SEE NOTE 24 REV DESCRIPTION APP DATE EXIST CENTER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ­1 .. ...... TEi XIST CENL .. ....... ....... ....... CAIR)VON r P/ RKWA Y EDGE OF ASPh AL T (RT) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EDGE Of- SPHAL T (RT, c-AIRMONT PARKWA Y .... ....... ....... . . . . . . . EASTBOUND . . . . . . . . . EL GE OF A SPH 4L T (L T) . . . . . . . . . . . . . . . . . . . . . . . . E GE OF D SPHAL T (L T) 80&1VD' EASr - HUITTZOLLARS 22 ..... . 22 1500 S. DAIRY ASHFORD, SUITE 200 EXISTIN6 TOP Or 2�A PROF 5" THICK (281)496-0066 . . . . . . -GROUNL it. tat L *4 'E�' ST HIKE 20 TOP OF BANK-/ -MIN. LOW CHORD 2tV tt4 - 'G8 2UND /�'CONCRETE AND BIKE -PATHWAY 4%4% . . . . . . . .... .. ....... ....... ..... . . . . . . . . ... . . . . . . . . . . . . . . . . . . OF X7 . . . . . . . . . . . . . . . . . . 100,YR W,1E 19;W . . . . . . . . . . . . . . . ...... .......... 00. EMMANUEL DIE AU 0 .............. ................ .... 18 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 82627 ......... fit 111% . . . . . . . DI BO TTOM' _?1_TCH_B_0TT0,_ .. ....... ... V1_7__ . I . . L . I . . . . . � I . . I . I . . . . I . . . I . . . . . . . . . . . EXIST 24. ". ROP. . . . . . . Huitt-Zoill rs Inc Firm Registration No. F-761 16 EXIS T 2 4 RCP R CP ....... .. .... ..... 16 SURVEYED BY: D PAWN BY: HUITT-ZOLLARS JMH PROJECT NO: DESIGNED BY: . ...... ....... ....... . ..... ....... ..... . ...... 02-1168-01 JMH 14 . . . 14 CAD DWG FILE: 1168-PLAN-04.dwg CHECKED BY: IEDP J. OWNER/CUENT. ... .... CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY 12 .. ....... ..... . ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 LA PORTE, TX 77571 (281) 471-5020 *115 n, SHEETTITLE: FAIRMONT PARKWAY PAY UWTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0. � 7' 10 10 SHARED USE PATH K,�.'Rkj (2) `-i'S INLv i:�, I T T 1 T I i E R S FAIRMONT PARKWAY 8 ....... ....... ....... .. . .. ....... .. .... . ... ..... ... ... ....... ....... ....... ....... ....... ....... . ....... ....... ....... ....... ...... 8 PLAN . ...... STA. 0+00 TO 4+00 DRAWING SCALE SHEET NUMBER 6 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 HORIZ: 1 " = 20' " 05 OF49 0:;00 1+00 3+00 VERT: 1 = 2' FOR REDUCED PLANS FAIRMONT PARKWAY STA. 4+00 TO 12+50 T LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR kSEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567 Data; 8 4 44 W t� 18 Z>- :3 2 IL 1. R LL; r Co a. 0) CD a CN! Cl) 04 no n 1 9 co CD C� VOL. 7089, PG. 4,30 D.R.H.C. T FAIRMONT PARKWAY STA. 12+50 TO 21 +00 041 W. LAJ z R LA. LL, :3 I CL I.- R W SCALE (1-=50') HORIZ FTTTT%i� 0 25 50 100 SCALE (1'=50') HORIZ 0 25 50 100 Centerpoint Energy/Flectric Facilities (Approved only for crossing underground ductlines, unless othemise 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 sho�) TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT AT 713-207-7777 1 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 SHEETTIUE: FAIRMONT PARKWAY SHARED USE PATH ILI STA, 4+00 TO 21 +00 DRAWING SCALE M.-Imuncyll-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: (L 0D 0 CNI Cl) C14 Ei 101, Cb C� 0 8 "t�P% c z LL MATCHUNE FAIRMONT PARKWAY STA. 21+00 SEE SHEET 06 IO'HOUSTON LIGH77NG AND POWER Co. COMPA N Y EA SEMEN T PIPEL INE EASEMENT H.C.C.F No. L-99JB75 H.C.C.F No. E417J76 0. P. R. R. P. H. C. T 0. P. R. R. P. H. C. T SCALE (1-=50') HORIZ 0 25 50 100 I SCALE (1'=50') HORIZ ENN;i;iiammmmwmmmmmlm 0 25 50 100 Centerpoint Enargy/Electric, Facilities (Approved only for aossing underground ductlines, unless otherwise noted.) Valid at time of review only Date. SBC Approved for underground conduit facilities only. Signature wild far one year. Dote: Centerlaoint Energy/Gas Facilities (Gas service lines are not shown) TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CIENTERPOINT AT 713-207-7777 1 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 I 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. F-T..Q. HUff ZOLLNPS 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 4AHuitt--Zollars Inc. Firm Registraflon No. F-761 SURVEYED BY: HU117-ZOLLARS DRAWN BY: JMH PROJECT NO: DESIGNED BY' 02-1168-01 JMH CAD DWG FILE: CHECKED BY; 1168—PLAN-06.dwg EDP OWNFRICLIENI'. CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281) 47"020 WA; FAIRMONT PARKWAY PLAN STA. 21 +00 TO 38+50 -----1—SHEET NUMBER DRAWING SCALE HORIZ: 1 " = 50' VERT: N/A FOR REDUCED PLANS FAIRMONT PARKWAY STA. 38+50 TO 47+00 LLI z :3�� 1 IL LL. CNI 0 CO �0' 8 4 wl�s z :3 9 ri, I 0 �VV�Al IAI� ��Jdn,f A/� �A =JI�A/r r'F%%.#r". F-1,41IJ 1,&I%J &-.I . 1%0 linflut- F %AFA ASPHALT SHARED USE PATH CONIC. SHARED USE PATH BEGIN STA 49+35 STA 49+35 END STA 50+30 ............ Dote: Centarpolint Energy/Electric Facilities (Approved only for crossing underground ductlines, unless otherwise noted.) Valid at time of review only Date: SEIC; Approved for underground conduit facilities only. Signature wild for me year. Dote: CenterPoInt Energy/Gas Facilities (Gas service lines ore not shown) TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT AT 713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS N (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 I SEE SHEET 35 FOR TYPICAL SHARED USE PATH CROSS SECTIONS. SCALE (1-=50') HORIZ 2. EXCEPT IN THE CASE OF A BONA FIDE 0 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 ........... C� N................... �W-. 00. EMMANUEL DE ................................... 82627 it Huitt-Zollars 11 c Firm Registration No. F-761 SURVEYED BY: DRAWN BY: HUITT-ZOLLARS JMH PROJECTNO; DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168—PLAN-07.dwg EDP SCALE (1-=50') OWNERCLIENT: HORIZ PMMMM%;im��� CITY OF LA PORTE + 0 25 50 100 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281) 471-5020 Wt9c z SHEETTITLE: = �j � 39 is FAIRMONT PARKWAY SHARED USE PATH R FAIRMONT PARKWAY PLAN STA. 38+50 TO 57+00 DRAWING SCALE I SHEET NUMBER HORIZ: 1 " = 50' VERT: W 108OF49 FOR REDUCED PLANS C) 0 c1t co Cq R, 1 9 co QO C� _J _J PRIVATE UTILITY LINES SHOWN CANADA ROAD @ FAIRMONT PARKWAY AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567. PEDESTRIAN USE ONLY Date: CenterpoInt Energy/Electric, Facilities WIDE (Approved only for crosalng underground ductlines, unless otherwise noted.) Valid at time of review only /—PROP. 50 LF. 10' ASPHALT SIDEWALK R5-3 Dote: FAIRMONT PARKWAY PROP. SAFETY 24 STRIPE SBC Approved for underground conduit facilities only. Signature wild far one year. SEE SHEET 08 END TREATMENT 25 L.F. 4" STRIPE (W) (SLD) _\ D11-1 11�9 -1 6 ct I MOTOR VEHICLES (W) (SLD) P _� 6RIPE 12 9 rr PROP. 52 L.F. 6' WIDE Dote: CenterPoInt Energy/Gas Facilities BEGIN STA. 49+10.42 z PROP. 93 L.F. 6' WIDE ASPtt�LT SIDEWALK SLD) 1) - CONC. SIDEWALK W/ 5 LF. 4" STRIPE (W) (SLD) z 0 DETECTABLE WARNING TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED. CALL CENTERPOINT AT 713-207-7777 BENCHMARK A BIKE ROUTE UJ 0- 0 0 STRIP (TYP) A R <?,4> (01 �4 60 N HARRIS COUNTY FLOODPLAIN REFERENCE MARKS 25 L.F. 4" )Ill( (Data by Harris County Flood Control District) STRIPE (W) (SLD) STA, 49+47.42 M 7-5G (0 Top. 23.04 A RM 020220 BEGIN O/S 9.0, L !D1 J1 Floodplain Reference Mark Number 020220 is a Harris "B 1 - D11 County Flood Control District aluminum disk stamped LQ R7 le 12" STRIPE g 109 BM 02" on bridge at Fairmont Parkway (Eastbound) and Spring Gully located on concrete walk on the co le) Cz D11-1 0 0 (W) (SLD� CONCRETE: PAVEMENT downstream side at center of bridge of eastbound lanes, BIKE ROUTE 'o -PROP. 54 LF. 0.5 mile west of Underwood Road. BIKE ROUTE FS 1 7-213 1 O'_WIDE CONIC. 12 IST�`RIPE Elevation 23.77 feet (NAVD 1988, 2001 Adjusted) (L 5 L.F. SIDEWALK (W) (SLD) 24" STRIPE 0 3: W M7-2G 4" STRIPE 07'6P > M (SM it 0 NOTE 5 25 L.F. 4" STRIPE (W) (SLD) (W) (SLD) Pp 2 PRbP 2 X 18 > 1 8 1 SEE SHEET 35 FOR TYPICAL SHARED USE PATH CROSS SECTIONS. < BEGIN STA. 49+59.42 I-_ Q. E� R RCf 5 U U -VERT > < z SCALE (1*=20') to LLJ :z- J r , � > HORIZ 0 10 20 40 2. EXCEPT IN THE CASE OF A BONA FIDE EMERGENCY, CONTRACTOR SHALL NOTIFY C-) 12" STRIP6 M C� 07 Po SAFETY (W) (SLD) N EXXON MOBIL PIPELINE COMPANY (EMPCO) BY CALLING 925-3890 AT LEAST z: END tEATMENT Eil (281) M FORTY-EIGHT HOURS IN ADVANCE OF C-4 Q) (Z� INITIATING ANY ACTIVITIES WITHIN THE RIf T OF WA Y CORRIDORS, AND SHALL GIVE EMPCO THE PROP.10 WIDE 2 08 OPPORTUNITY TO HAVE A REPRESENTATIVE ASPHALT SHARED q< g� PRESENT. USE PATH C) 14' 3. SIGNALIZED INTERSECTION U) 9* 2Ej Z� Is- >- -57, Z18 Z 03:0 4. PEDESTRIAN LIGHTS ARE PROPOSED AS 2 �z x SHOWN. REFER TO SHEETS ## FOR SIGNAL NOTIFICATIONS. 10' SHA RED USE 7 L4! zl� mix 0: W PATH EA SEMEN T ;-C < (n W 0- < �0_ O.P.R.R.P.H.C. T W PROP. 52 LF. 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 .... ....... ... ....... ....... . ....... ... .. ..... .... ....... ..... . ... .... (281)496-0066 28 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28 OF . ....... . % . . . . . . . . . . . .. ....... ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................... . . . . . . . . . . . . . . . . . . 44 26 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . ....... . . . . . . . ..... . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . ....... . . . . . . . . ... 26 10 82627 10 1# 0", ENS. fillilit"'. NAL . . . . . . . . . . . . . . . . . . . . . Hulft-Zollars Inc. 24 . ..... . . . . . ..... . . . ....... ..... ...... ... FA IRA (ON T . . . . . . . . . . . . . . . . . . . . . . . . ....... ..... . . . . . . . . ...... ....... . . . . . . . 24 Firm Registration No. F-761 SURVEYED BY: D PAWN BY: FA IRMON T PROP. ASPHA T PARX WA Y PROP. CONIC. HUITT-ZOLLARS JMH PARKWA Y SID SID WALK WAL�. r1mrs- Wulvr!�_ zi ULVIALK PROJECT NO: DESIGNED BY: EA IS TING EL =2, 51 �tASWoUND, I I I I I . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . I . . I I � . I L . � L . I . . I . I I . . I . . . . . I . I . . I . . I I . I I � I . . I . . L I . I I . I I . . I I I I . L . . . I I I I . . I I I . 02-1168-01 JMH PROP. CONIC —\ . I I I I . . . . I L . I . I . . I I I .. . I I I I . . 7 . . I . L . I . I I I . I . I . I . I I I I I I . I CAD DVvG FILE: CHECKED BY: 22 ....... ....... .. .... ..... .. ....... ...... SIDEWZi� � � � . . . . . . . . . . . . . . . . . 1168 PLAN 08.dwg EDP CITY OF LA PORTE PROP. ASPHALT SIDEWALK ..... 1 X/S TING GRO JND . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 604 WEST FAIRMONT PARKWAY 20 20 LA PORTE, TX 77571 (281) 471-5020 ...... .. .... .... PROP. GROUND . ...... ..... ...... . ..... . . . . ..... . . . ....... ..... ....... SHEET TITLE: FAIRMONT PARKWAY 18 ...... ....... .... .... 18 SHARED USE PATH PRII1IIP.__2-_T8 _EA-U_T_z_4_L_ ROD-- — RCPCULVERT . ....... ...... ...... ...... ....... . ..... ..... . ....... . . ....... ....... ....... ....... .. .... ...... . ..... ... .... CANADA ROAD @ 16 . . . . . . . . . . . . . . . . . EXIS 7, �07 . ..... ...... ... . ...... .. . . . ..... ....... ..... . ....... ....... 16 FAIRMONT PARKWAY .... ....... .... .. ..... ...... ....... PLAN ..... ....... .. SEC ON .... .. ... ....... . ..... DRAWING SCALE SHEET NUMBER 14 ...... ....... ..... . ....... ....... ....... ....... ....... ....... .. . 14 HORIZ: 1" = 20- f%rk OF A Ch %-F 4�7 or 47- r__ VERT: I"=2' FOR REDUCED PLANS FAIRMONT PARKWAY STA. 57+00 TO 63+50 AT LEAST 48 HOURS Dote: -1L 0 n.51wni 0 PROP 6 LF. CONC WINGWALL 0 FAIRMONT PARKWAY 0: (EAST BOUND) ASPHALT PAVEMENT x 23,21 PROP. END 250 L.F.- METAL BEAM GUARD FENCE. 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 �_ PROPOSEb-M LF. 10' WIDE CONC. SHfRED,,USE PATH 5 BE IN S 9+04 END S wwii ixo�� 4* STRIPE (Y) (SLD)--- 18.64 REMOVE EX IST. f� WIRE FEIN (WIDTH OF PA 92 2 (L PARCEL 2 - BAYPORT PIPELINE 1 PROP) 46x ENkit. tA I N 0) "10" STA:EX + 2' 58 8 CORRIDOR - SEGMENT 1 H.CC.f_. No. R9J01J8 X.20�05 'BUCKEYE"-z:z- ' 20.. 5- 866-285-47963%20. C3 a CNL + O.P.R.R.P.HC T 5 "EXXON' 4" STRIPE (W) S 0 -- - - - - - - - - - - - --- - - - - - - - z (L :3 00 57 58tOO _�50 0) 01 z IL PROP. BEGIN STRIPING70'_ ELI STA. 58+12.87 00 10' SHARED USE PA TH z EASEMENT 4" STRIPE 1z H.CCF - ------- R Ill. aP.R.R.P.H. C. T EXIST 236 ACRES REGIONAL DETENTION POND H.CFCD. NO. B509-OJ-00 H.C.C.F. NO. X202178 H.C.D.R. 50 $ 10' 1 WIDE SHARED USE PATH CLEARANCE TYPICAL CLEARANCE SEC11ON SCALE NIS PROP. BEGIN 150 LF. GUARDRAIL STA. 59+62.29, O/S 5.17, L PROP. 150 LF. GUARDRAIL 0 7*-2" O.C. MAX RE: COMBINA11ON RAIL DETAILS ON 21.47 SHEET 39 FOR DETAILS. 21.i N.71 21�6 2 1 f 24.06 O.N 23.32 2304 ------ 7r Y, CONCRETE BARRIER &'CURB �4-PBT( .5,50G DO co P_ PROP. BEGIN STRIPING CON ETE CRETE DOW SIDEWALK ON X1 >N ETE 7 AROU LO CONCRETE Do 2137 STA.' 60+89.10 2128 ASPHALT PAVEMENT A\PPR�ACH + P 0) E & WIDTH + APPROACH U) I SECTION THROUGH 1 23 21P RAILPOST/39 (TYP) 6 IL PROP. END 150 3.27 _,,�STA. 60+97.98, LF. GUARDRAIL 0 1?0,�7, L __ $ 1/1 23.2 ONCRE " BARRA & WALK W/CURS 60tOO TE 60t5O 21.5 ---'21 27 �-TNQ38 21.31 2 IDEWAIf - I DRAIL 4" STRIPE R12 21.5 MATC E�`%f 6 GRA H8`R S TAORC nE fr6TH fVN f Q1 nN !OP. END STRI 'A. 59+47.50 (SLD) x 20.11 ALUMIN5M �FER&q RM 020220 - ELEV� 23.�, STAM 1 9 1 PING: B log Em[ D2 - I 16 2% SLO rL 3O_CVP­=06 44 rl�7 3B. G.M.P. N 30 .%9+09.04 x ENCE 079 OVE XIST. ROP. 50 LF. I WIDE WIRE NCE 3 HAR PA (WI TH OF ATH) 'ND-ST" e a exxon bu0c 20.31 EA SEMEN T oxxon ,�. C. 0. f -. oxxon 0 PROP, BEGIN STRIPI G_.� STA. 61+81. 4 0) BEGIN 25( LF. 0- 0 10' WIDE (ONC. ISHARED 20.85 M USE DATH .END 824 LF. 10' ODE T79 11-- IBEGIN STA. 64-93 CONC. SHARED USE PATH 2 STA. 58+54 10' SHARED US R1 Ile EA SEV2 IT PA TH EASEMES H. 0. C. f-. -_ _ T O.P.R.R.P.H.C. T EL .5-// R 40 EMO EXIST. WIR FENCE (WIDTH 0 PATH) E)?P,9T 85' DRAINAGEI FEE I I EXISIT 85' DRAINAGE f-EE H. 0. F C, D. UNI T NO. B 1 -00-0017,94 H.C.FC.D. UNIT NO. 8109-00-00 H.C.C.F NO. J81887J, r.C.D.1 H.C.C.F1 NO. K529267 H.C.D.R. U TL IMA TE 170' DR, I INA GE EA SEMEN T P ED 59 LF. 10' WIDE 0 NC. HARED USE PATH C BEGIN STA. 60+83 4" S E STO e END STA. 61+42 (SLD) DITCH BOTTOM RIGHT OF WAY I SCALE (1: 20) HORIZ 0 10 20 40 2XIB 1 STA. 61+43.52 111.82 201, 15/2 51 L 50' EXXON PIPELINE Co. PROP. 51 L.F. 10' WIDE A SEMEN T S US fSX L I1T:61+ig.oi ASPHAL SHARED E H.CCF No. E087645 20.83 P�G%L SM. _61+42 T 20.5,' 2D D-STA,61+ GH 0 Y 0.. AX 20.54 ------t.-20-M SLOPE- '0 20.35 Pcme-5' *.-Z; PROP. END STRIPING 2 STA. 62+49.88 a co 96 2L09 2 ;tER PJLy- 4" IPL* + co 9 N ..,o b IT 6' OAK 6. 0 K 0 Q) W Z 6,3too 613. - /4rP 6 OAK 610A :3 A 5% MAX SLOPE A 2 25.64 E 3 '15i EL=21.4 5.91_4 .8 21 9L OAK 30 x 4w RI 4" TRIPE (W) (SLD) ---j 21.21 LZ - ------- 0 6' OAK 21.20 6 OAK ----------- -------- EL=25.6 LL ONE-STORY BRICK BUILDING RES TRIC TED RESER VE 19 " REPL A T BA YPORT NORTH INDUSTRIAL PARK PARTIAL REPLA T No. I FILM CODE No. 516298 M. R. H. C. T Or OL 1� 11'9r. (2) Y-,'�: Centerpoint Enargy/Electric Facilities roved only for crossing underground ductlines, unless otherwise noted.) at time of review only Date: SBC Approved for underground conduit facilities only. Signature valld far one year. Date: Centarpoint Energy/Gas Facilities (Gas servico 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 lia -44 ii��i�UEL D E PA U ............................... 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: CHECKED BY� 1168-PLAN-09.dwg EDP OWNEFUCLIENT'. 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 HORIZ: 1" = 20' VERT: N/A 110OF49 3 FOR REDUCED PLANS 5 0 FAIRMONT PARKWAY STA. 63+50 TO 73+00 BEFORE EXCAVATING IN STREET CNI CY) C14 �0- 1 9 C� -J 0 CO z :3 e 39 R tL 44 LL USE PATH ZCLW -4 wt�I:4 z :3 R LL; I SCALE (1-=50') HORIZ !T 0 25 50 100 Date: Centerpoint Enwgy/E(ectrlc 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 1 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 02n 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) 12- STRIJ (W)(SLD)(TYP) I NOTE 1. SEE SHEET 35 FOR TYPICAL SHARED USE 15, PATH CROSS SECTIONS. 6*0 BOU.4RD Vo BOLLeal) I *s] Elul :4 In 1121 oil] 9 50' LA*SCAPE EASEN"IfNT 10' 50' XXON P OE IPE EASEMENT 18, 'V 10' INDE SHARED CLEARANCE USE PATH wpc Mom iz Lei wixot I w z 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: HU1117-ZOLLARS DRAWN BY: JMH PROJECTNO: DESIGNED BY. 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168—PLAN—IO.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 Illy-OW-1 Mk - HORIZ: 1"= 50' VERT: N/A I I OF49 FAIRMONT PARKWAY STA. 83+00 TO 92+50 BEFORE EXCAVA71NG IN LONE STAR NOTIFICAT! Date: ad :G' CNI C\L co W, 9 00 0 W Mi -4 LL, t; C-4 V— z mi�g � e 39 6 R LL CONC. SHARED Li- J- 0 0 W USE PATH ce. CL iN FAIRMONT PARKWAY STAw 92+50 TO 101+50 C4 W Z? :3 LL - 11B. 4L PARK # 094 I SCALE (1-=50') HORIZ "mm"i 0 25 50 100 50$ '\-10'IWDE SHARED CIFARANCE USE PATH 0 Val Loci Willi N:f o zu i: laiwi:[" 1 [01 g -at 1: 11111) 1 W-1 N IN CA F-1 I mr,21 I L SCALE (1-=50') HORIZ ENS;iiii-m�� 0 25 50 100 Centerpoint Energy/Electric Facilities (Approved only for crossing underground ductlines, unless otherwise noted.) Valid at time of review only Dotc 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 1 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 . U... Q'.. 82627 .:O� �A�s— 1-;ik1Leq16.'R 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 PLak, STA, 83+00 TO 101+50 DRAWING SCALE HORIZ: 1" = 50' VERT: N/A SHEET NUMBER 120F49 FOR REDUCED PLANS FAIRMONT PARKWAY STA. 101 +50 TO 111+50 -- EXCAVATING IN STREET R.O.W. OR STAR NOTIFICATION 7113-223-4567. H -4 04 W V) z 1Z R W W :3 PROP. 10' WDE CONC. SHARED USE PATH spr Rn I ARn nr 1 1. . MALONE DR W 04 W FAIRMONT PARKWAY STA. 111+50 TO 121 +50 I SCALE (1'=50') HORIZ 0 25 50 100 11111611�; 1L I.- r 50' LA SCAPE EASE NIT 101 50 XXON P 1PE E I rill, ASEMENT $IV .'.1 18 "10' 1 NDE SHARED C1 EARANCE USE PATH ofourfuw4im-u, n"WI* �16 M SCALE (1-=50') HORIZ 0 25 50 100 Dote. C;anterpolnt Energy/Electrlo 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 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 1 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 I 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 OF 7) to . U­... 0'.. 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) 47"020 FAIRMONT PARKWAY SHARED USE PATH FAIR-MONT PARKWAY PLAV STA. 101+50 TO 121+50 DRAWING SCALE SHEET NUMBER HORIZ: I" = 50' VERT: N/A 1130F49 1 FOR RFDUCFD PLANS FAIRMONT PARKWAY STA. 121+50 TO 127+50 AT LEAST 48 HOURS BEFORE EXCAVATING IN EASEMENTS CALL THE LONE STAR NOTIFICAT, t� Ca (L C%J 0) CD 0 CNI ce) N *6 9 1 9 00 (0 0 BW1-1L 0 Q PROP. BEGIN 150 LF. GUARDRAIL STA. 123+31.03, O/S 5.26* L PROP CONIC WINGWALL 4" STRIPE (W) (SLD) BEGIN STA. 123+25.70t 0 5.67v L 3+31.0i 0 20.8B / END STA. 1L23+31.03, 0 5.26, L �O-�37C 20, 21. 0 20.02 ',CONCRETE BARRIER & CURB 0.5 0 io- PROP. 150 LF., GUARDRAIL 0 7 -2" O.C. MAX co RE:, COMBINATION RAIL DETAILS ON x 20.27 COM .56 cc 2 PROP. D 250 LF. APPf coNdSWEETE 39m(FORANDETAILS. A P f(RACH METAL BEAM GUARD FENCE-,, 20,§TA. 123+26.21, /S 6.00* L SEC71ON THROUGH 203,313 - ------ 1: RAILPOST/39 (TW) 20.52G, 0 �.48TC GUARD ase 12j�50 124 CRETE'BARRIER WALK 1V/CURB 12'4�l­50 1 5+0 1.11 1 19.76 __,:Si - __ +00 IL CR R AP 18.26 15-38 16.33 l&66 IDGPE O'FN n�TAYL 0 ,OF) E MET�19.12 20. 23 R Z BIE M R12' f FB 1� ROP. E STRIP14C 0'8' E E 36 FOR I SEE SA 36 FOR ETAIL 18.56 SOLAR 1@ 7- d 0. C. 3 a 19.07 2N MTL po 6i 18.63 EARLY WAR 12 28.48 MONITORING ALUMINUM DISK REFERENCE MARKER F 4 14.59 SYSTEM-HARRIS EQUIPTMENT RM 0201 �O - ELEV- 21.25'(21,25') S COUNTY" SIGN BOX STAMPING: a 106 SM 02 -54 2 2o Bg O,�37C 20 55 /CON, 2 3 20 2 25+0 081 15.34 IGN 15,36 15.05 4L" 7ST R I L F. 10'/ PROP. 60 L WIDE 34y) 14 LF 110, 16.92 CONC. SHARED USE PATI4 4 :fGN PROP. 64 LF '11V WIDE 15.7.4 30 BEGIN STA. 122+68 kRED SE CONC. SHARED SE PATH END STA. 123+2A.08 I STA 12 1647 / I . BEGIN STA. 125+04 T OF WA K 2 5+68--- $1 N X_ 0.97 ".EG N INE Co. EA SEMEN T 9 +_7 -AS E­ R ATU 1, _00876-45--on n 25. &a I WW exyon PRO slor --- 106 i i8 _PA - - - equistor -0.42 PROP. END STRIPING A$ GIN STA. 122+17 17,14 E D STA. 122+68b b uck STk- 10, SH-ARED PA TH 50' LAA49SCA--- ft/vt C_ H. C. 0. F - - - - TO 42 u eye TH FILM CODEPIEZO�. 625094 SEMENT 0. P. R. R. f.�.'C T MR.H.C. T C. 0. F - - - - - - SIGN EXXO IF. SI E MARKER R. T Sl - - - - - - - - - - - - - Sj N NO IRV. OP. EN ±8 10, E 14.00 W UJ 1 Q3 + 8 18 "12 NC. SH ED ATH M P OP. BEGIN 16 1 LF. 1 DE - 0 1 W W H NTI I I B.5 50 CONIC. SH RED USE ATH Cn 0 T: I S 122+1 :1 0180 00 STA 126 18 z a. 0 z 12' EMOVE EX TING >­ I - EMOVE EXISTI G <_ F50 ATE/FENC G GATE/FENCI I t 4* STRI E (Y) SLD) Ito (n Cn M PAT IL 10' SHA USE PA TH 10' SHARED USE H LLI W 4 STRIPE EA SEMEN T A Cn 0 (W) (SLD) H.C.C.F. M EH CF T LLI > 0. P. R. R. P. H. T R. R. P. H. 0. T 4* STRIPE (Y) (S W 4.91 8.99 0 z < z 4" STRIPE (W) (SLD WO < F= Lq 0 10' SHARED USE PA TH W .1-: EA SEMEN T 0 H.CCF 5.13 1.56 W O.P.R.R.P.H.0 T W 19.85 10�27 '20,29 PROP. BEGIN STRIPING STA. 121+60.46 RESTRICTED RESERVE "C" BAYPORT NORTV INDUSTRIAL PARK// FILM CODE No. 625094 M. R.H. C, T EXIST 2JO' DRAWGE FE CF C.D. UNIT NO. W106-0i H.C.C.F NO. D2J96VO, H.C. 2.76 50* 10 50 �.--XXON EASEMENT 10"IWIDE SHARED CLEARANCE USEPATH TYPICAL CLEARANCE SEC11ON SCALE N7S SCALE (1-=20') HORIZ 0 10 20 40 PROP. END 150 LF. GUARDRAIL STA. + 3* O/S 10.79* L 20,10 125 206 ASPHALT PAVEMENT 20.56 0 A01, I FAIRMONT PARKWAY Ix, PRO�P. b " BEGIN STRIPING STA�z 1.2 +20.96 20.31 2* 4" STRIP (Y) (SLD) "-"TRAFFIC SIGNAL AHEAD" SIGN STRIP - 30 RCP=14.1�4 Fl� _r'77T9 -PT. �iOWP§517-92 - 17,41 S 17.54 �f4.4 14, t14.1'4 \ 16.93 17.1 17%9, 17, 4 A t - NO R30 7.82 10' SHARED USE PA TH EA SEMEN T �CCF - ------- .P. R. R. P. H. C, T x 20.09 141 - SITCH RIGHT OF WA Y 20.66 x 20.42 16.79 14.8a PROFiVEND STRIPING STA,025+65.43�74 x ------ 50'EXXON PIPELINE Co. EASEMENTil PIPE:UNE LOCATIONS bmcko UNKNOWN H.CC.F No. E087645 a P. R. R. P. H. C. T (RIGH T Of - WA Y No. 2) BEGIN STRIPING n 126+20.25 ------ --------------- 50' EXXON PIPEL INE COMPA N Y EA SEMEN T, (PARCEL 1 TRACT 4) HCCF No. T671027 O.P.R.R.P.H.C.T (1VUS T CROSS A T JO - OR GREA TER) 8 + N 04 z w D 127 0. PROP. END STRIPING STA. 127+15.21 q3 .Ez: 49.J66 ACRES TO. - NO TSUOH DEVELOPMENT CORPORA TION HCCF No. 20080480467 (�L O.PR.R.PH.CT P_ CL Z;11 ?hJ" -i�'Fco "-4 Date. Centerpoint Energy/Electric Facilities (Appro"d only for crossing underground ductlines, unless otherwise noted.) Valid at time of review only Data. SBCZproved for underground conduit facilities only. Sign 0 wild for one year. Date: CenterPoint Enargy/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 I . 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 OF of .................... t.� A EMMANUEL DE PAU 0 ............... ........... go 82627 .............. 0". '/CENS'0'-' 44 Hu" - ollarsine. Firm Registrallon No. F-761 SURVEYED BY: DRAWN BY: HUITT-ZOLLARS JMH PRO IECT NO: DESIGNED BY: ,02-1168-01 JMH CAE) 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 HORIZ: 1" = 20' VERT: N/A 140F49 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� Ca CL C13 CD Ce) 04 t 0 1 9 C� 0 N 4,* WW- IL I-- 99 R LL 410 11-Z LLI (A z :3 IL R W AT 'jTf A_%_W--AWW r'F%Vr. IV%J L.F. 1%J ____ 11­ EASEMENT BEGIN STA. 142+26 M. R. H. C. T CONIC. SHARED H. C. C. F - - - - - USEPATH aP.R.R.P.H.0 T END STA. 143+31 Ld z :3, I SCALE (1'=50') HORIZ ....... i. I 0 25 50 100 SCALE (1-=50') HORIZ MENq 0 25 50 100 41M W z CL I-- LL. 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 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 1 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 I 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 �A CEN W I Huitt-Zollars Inc. Firm Registration No. F-761 SURVEYED BY: DRAVM BY. HUITT-ZOLLARS JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 11 68—PLAN-1 4.dwg EDP OVMER/CLIENT: CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281) 471-5020 FAIRMONT PARKWAY SHARED USE PATH FAIRMONT PARKWAY 10 1 Z, STA, 127+50 TO 149+80 DRAWING SCALE SHEET NUMBER HORIZ: I" = 50' OF4,9 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: t: ad IL 10 IN 9 0) C6 C"I 0 H 440 WW- z :3 1 ai -1011111W ILI V 111IR 01:4 V I C4 I% - IL LL SCALE (1-=50') �,ORIZ 0 25 50 100 Centerpoint Energy/Elactric Facilities I roved only for croming underground ductlines. unless otherwise noted.) V= at time of review only Date: SBC Approved for underground conduit focIIItI;;-0—nIy- Signature wild far one year. Date: CenterPoInt Energy/Gas Facilities (Gas service lines ore not shown) TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT AT 713-207-7777 1 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 "13 106 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 AAJN�S 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 OF A EMMANUEL DE PAU Huitt-Zollars Inc. Firm Registration No. F-761 SURVEYED BY: HU117-ZOLLARS DRAWN BY: JMH PROJECT NO. DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY; 1168—PLAN-15.dwg EDP A FTA F W-3 I T-eTYV= 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281) 471-5020 FAIRMONT PARKWAY PL4A! STA. 149+80 TO 172+30 DRAWING SCALE SHEET NUMBER HORIZ: I" = 50' A 0% VERT: N/A 16 OF "-ILA wr4af FOR REDUCED PLANS FAIRMONT PARKWAY STA. 172+30 TO 183+80 AT LEAST 48 Date: 440 W V- z :3 R LL; CN! Cl) C11 46 9L 1 9 OD C� Q) aP.R.R.RMCT FAIRMONT PARKWAY STA. 183+80 TO 194+80 H -400 wvv- z SCALE (1-=50') HORIZ 0 25 50 100 SCALE (1-=50') HORIZ se"le ...... Peew 0 25 50 100 Cent rpoTnt Energy/Electric Facilities (App=d 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 1 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 PROJECTNO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168—PLAN-16.dwg EDP CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281) 471-5020 SHEETTrrLE: FAIRMONT PARKWAY SHARED USE PATH FAIRMONT PARKWAY PLAN STA. 172+30 TO 194+80 DRAWING SCALE SHEET NUMBER HORIZ: I" = 50' VERT: NIA 1170F49 FOR REDUCED PLANS FAIRMONT PARKWAY STA. 194+80 TO 206+05 Date: 0) cl� co C%I t 0 19 CL z 141 a. cc W z 1� a. I 0 DO >1 ca 0 9 00 CID C11 _J 0 4 r., wt� V_ z C4 Go La z :3 R LL. PILM (,UUL No. UZ4U45 M. R. H. C. T 50' SCREENING SETBACK ORDINANCE No. 2000—IDA—J4 CITY OF LAPORTE U. H. M. M. H. H. U. /. U5E PATH M.11.1 I. U. 1. FAIRMONT PARKWAY STA. 206+05 TO 217+30 UNRE-S IRIC I—ED RESER VE 'A" GOOD YEAR BA YPOR T 200J F 0. No. 5J5041 M. R. H. C. T 10' SHARED USE PA TH EA SEMEN T HCCF O.F.R.R.P.H.C. T THE to' I EXIST. V CURB EXIST. CONIC. PVMT. EXPOSE EXIST REBAR (TYP) KNIN 75 ACRES TO: GOODYEAR TIRE & RUBBER H.C.C.F. No. F539980 0. P. R. H. C. T. I SCALE (1-=50') HORIZ 0 25 50 100 REMOVE EXIST. 6* CONC. CUR13 400 1161161t� V. z :3 CL I.- LL END CROSS— WALK STRIPE I A IM 4 11 z 1:6 11A r;vw EASEMENT Y) SCALE (1-=50') HORIZ - 0 25 50 100 40 WIV- z :31 >- a. 10* SHARED OE PATH 4' STRIPE (W) (SLD) (BYOTHERS) Centerpoint Energy/Electric Facilities (Approved only for Craning 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. ConterPoInt Energy/Goa Facilities (Gas service lines are not shown) TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED. CALL CENTERPOINT AT 713-207-7777 1 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) 1,11504111AN I SEE SHEET 35 FOR TYPICAL SHARED USE PATH CROSS SECTIONS. 2. INCLUDE COST TO TRANSITION CURB FROM 6" TO I" 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 fi�qk ..................... ........... 'a'.. 82627 .:D- Huitt-Zollars Inc. Firm Registration No. F-761 SURVEYED SY: HU117-ZOLLARS DRAWN BY: JMH PROJECT NO. DESIGNED BY; 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 11 68—PLAN-1 7.dwg EDP OVMER/CLIENT: CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281) 471-5020 SHEET TrrLE: FAIRMONT PARKWAY SHARED USE PATH FAIRMONT PARKWAY PLAN STA, 194+80 TO 217+30 DRAWING SCALE SHEET NUMBER HORIZ: 1 " = 50' A 0% VERT: N/A 1180F 114V 2 FOR REDUCED PLANS FAIRMONT PARKWAY STA. 217+30 TO 222+30 4ES SHOWN L NG IN STREET R.O.W. OR rICATION 713-223-4567. Date: 1= C, CD 1 9 00 C� 9 -J -J I 1W 6.84 19,01 19.30 19.57 19.11 18.09 16 16,86 8A Y AREA BOULEP,,IRD 15.6 01 z 1Q02; ROW < 18.64 USE R9- USE R9-5 TRU 'No' CKS* SIGN - 16.63 PED PED x < A5 "GAS P 16 48 -800 6521 111, 16.37 15.04 16,58 9, 17.44 17.33 16.96 6.18 16,27 -x 1� .. 1 15.85 7.16 2fl, R$ITI LD 15.25 �_PE S 15.15 15.28 7 4 3 15,44 0 +15.15 RG? It 5,49 ���FILOWL-JNE 19-3 - H 14� �8 19.67 It NALS 19.63 1 5ITCH ffOWLINC - 1530 DITCH FL FL 24 -15.25 19 2 FL 21 KCP.I4,S.3 15. 2 20.12 FL 18" -15.18 BIKE ROUTE 20.17 %� CP-15 02 17,53 P PROP CONIC. CURB RAMP 19.62 20.19 20.12, 19.85 FL 18 iiiiiiiiiiiiiiia '2012 0.19 SEE SHEET 40 DETAIL 2 OROS LK s 'L 9 79,60 2 20.06 1 .7 x 16 '46 --'�8 17 if J5 0 M7-5G 9. 8.25 * 0 79, 7 18.66 .07 19.35 19 2 19.78 19.77 r ------------ 19.65 1 2" STRIPE (W) (SLD) 19,69 12" STRIPE (W) (SLD) 20.0 19.80 ASPHALT PAVEMENT x 20.12 20.og x FAIRMONT PARKWAY WESTBOUND x 19,60 19.7 i 9189TC 19,79G 19.00 9.64� 19-97 19.75G 19.49 19,57 CONCRETE TLANDING 19.33 19-56G 19,39 1943 R 1 64 TRAFFIC SIGNALS 19.80TC 19.4aTc I I 19,76T 18. 6 19.500 6' SIDEWALK 18.79 16.17 13.63, 7.76 18.16 FL -11 (0409 FL .30 R .4 " I I I > FL 16.5 3.68 13.3 FL 3 .85 FL '3 5,5 L 3 KL 1,1 4� PROVEMENTS NOT LOCATED IMIAN� USfF 337 ----�2:79 0 jp��N FL 36 Nu -13-56 0 113.3 'PE 6 73.45 19. FF 116 69Tr-- M ==At= 18. FLOWLINE 9.4oG 3.53 T KQ -1.137' 13.6 G I �-< .2 W x 13�88 z 13.2 13.75 14.27 3�8� (I) 17.7 C. METER 14.6 3.98 14.57 < EL TRAFFIC SIGNAL CONCRETE LANDING CONTROL Ox LILJ 1 44 6 19.49 ROR E UNDERGROUND ELEC E UND It. OU D LEC =LOCATIONS IN C 18.56 .21 19-5 19.50 Box INKNO�.44 S L 19,52TC 'PROPOSED 6' 18.48 ELEC 09 19.1�6 ASPHALT SIDEWALK' 8.42 2 1& qlaxg 19.51TC 19.11 19.12G TRAFFIC SIGNALS 19 9T 19-39TC 18 19.43TC 19.060 D11-1 19.35TC 18.16 18.51 18.23 BIKE ROUTE 19.00C 19.14TC 18.95G 1111114-11 72 18.73 19.01 18.89 ASPHALT PAVEMENT x FAIRMONT PARKWAY EASTBOUND PROP CURB RAMP 12" STRIPE (W) (SLD) PROP CURB RAMP 7f SEE SHE SEE SHEET 40 DETAIL 7 1805 + 1 .17 F= tall IlPA I � A %A ss&A 18,18 04 '-'HC ROUTE" SIGN C USE R9-5 17,11 I 4�AR �Eq I:L43 all 2 17,10 END STA. 218+46 /F , (NORTHIAMERICA) /A/L-. T BEGIN STA. 218+12 18.05 �Z - NT-T PC� 4SEM X I 'P� L I/ IE �S P 0 00 F48H.C.C.F No. V598521 EXIST 87 L.F 10' WIDE CONC. 17. 2`19+00 O.P.R.R.PHC T S16W WUNYSE! PA TH x ir>.98 2 18.17 Ar PARCEL PT.- V- 24 15�6 I A III 111 11 1 DITCl FLOVi 6`0 BOLLARD 9 +-W& LINE 15-52 11125 20`-T�60-A7R PIPE0VE ESYT ENTERPRISE GC, L.P. LIOUID AIR, INCORPORATED H C C. f- No. 721 4.08� 17.63 15 E05J721 C. C. f_ 0 18. PROP. 73 LFN5 BIKE: IL' SIGN .94 HCC.F No. 200700319316 H. C. C. F No. No. 06432 TIC CABLE S U 'N�Ls '5 /WIDE CONC.SIDEWALK LOCA ON NKNOW 16.93 0 1? ip Q. P.H.C. T1 + A ti BEGIN STA. 219+57 FIT EMIL' R9-5, END STA. 220-1�19 7.3'4 " SIGN 19.34 fva 5 N 6�93 - 18. T PED7 EXIS T 81KE 12116.40 + OD 19. Sf 18,46 1 TRA It S 6.24 Q437 18, 1 ATFONS x W V- - C11 16.68 D11-1 z XX N PIPEUN 9. BIC 9. G 1 80 -�548-643 15 :3 >* -19-p 1-4 4c 21 =7�50 6C 5 16.51 P -2 N 1 1171 1 SP PIPEL - SIGN =-M-- -M4"427 800-5 6437 SAFETY END TREATMENT 17.7, PARKING AREA 21 R1 �PC +6 F-3-0 W z z EXIST BIKE TRA� IL S TR14E 221�+00 221�+50 22�+00 0. W 1 8" BOU-6an 10' PEDES TRIA N181KE ESM T - M E ISTING GRADE < FILM CODE No. 624045 M. R. H. C. T < 19.60TC 119.151 18.08 1813 PROP. BEGIN 1108 LF. 10' WIDE 17-02 x 16-54 IL x 19109G 19.66 EXISTING CONC. 0 R 4" ii�IPE (BY OTHERS) SHARED USE PA TH CONd. SHARED USE PATH LL STA. 220+19 10' SHARED USE PATH EA SEMEN T 19A Y AREA BOULEVARD PROP. 10' WIDE H. C. C.f W USE PATH O.P.R.R.P.H.C. T ;t 150 11ruw LL. I I I I I 1 2 3 FOR REDUCED PLANS OWING% -NTkM 17.466 ACRES TO.- TRI-GAS, INC H.C.C.F No. UJ40690 O.P.R.R.P.H.C. T SCALE (1"=20') HORIZ iiiiiammmmmomm�m 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: CanterPoInt Energy/Gas Facilities (Gas service lines are not shown) TO ARRANGE FOR LINES TO BE TIURNED OFF OR MOVED, CALL CENTERPOINT AT 713-207-7777 BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARKS Data y Harris County Flood Control District) RM 060020 Floodplain Reference Mark Number 060020 is a Harris County Flood Control District aluminum disk stamped 'IF 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 I . 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, .............. A MANUEL DE PAU A f..................... .. .......... of 8262 Huitt-Zollars Inc. Firm Registration No. F-761 WRVEYED BY: DRAWN BY: HUITT-ZOLLARS JMH �ROJECT NO: DESIGNED BY: 02-1168-01 JMH AD DWG FILE: CHECKED BY: 1168-PLAN-18.dwg EDP )VVNERICLIENT. CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281) 47"020 ;HrETTITLE: FAIRMONT PARKWAY SHARED USE PATH FAIRMONT PARKWAY PLAN STA. 217+30 TO 222+30 DRAWING SCALE SHEET NUMBER HORIZ: 1" = 20' VERT: NIA 19 OF49 FAIRMONT PARKWAY STA. 222+30 TO 226+80 STREET R.O.W. OR N 713-223-4567. Date: WHE OD IN U? 0) C:' C> cl� ce) 04 C� _J 0 N r 0 ASPHA LT PAVEMENT (EASTSOUND LANES) 20.27 ASPHALT PAVEMENT (EASTBOUND LANES) 14.62 18.26 18.57 x 15.54 x - 14.69 X 14.13 x ME PROP. 10' WDE CONC. SHARED USE PATH 73 14.17 14.53 x - ­7151TCH -FLOWUME x - AIRE FENCE 16.23 14.80 1729 _J�L8 4 (IMPROVEMENTS NOT LOCATED IN MEDIAN) Q:: Q) 17.92 x 18.22 18.08 17.89 11149 IS .49 17.99 COt4cfh1Rk"T PARKWAY EASTBQU14D x x x 6 1&26 1118.08 17.68 17.61 17.29 17�as "SPEED LIMIT 45 SIGN r17.70 17.65 17. 5 17.40 17.25 17.58 17.48 17.18 T17.51 1 .20 17.2 "TU WOUND 17.46 AHEAD' SIGN 17.44 E .15 20' LIOUID AIR PIPELINE ESM T - E T EL 18 RCP.74.64 �CP-74644 17.41 0 FL 18 RCP-14.47 c OF- 4' EASEMENT TO- H. C. C. F No. E05J721 SP P1PEL1Nffi5,CH1Ak1Q90' AM 1 40 'A =598621 H.C.C.F_. No. F906432 1 Rep 14.91 17.. 91 4.47 14.93 HCC.F NF 0. P. R. R. P. H. C, T C T .34 FL IS RCP.14.,34 0. R. R. R, P. H, C T FL IS 14.64 18" Rep 16.21 16.84 16.83 16.34 16.99 - - - - - - - - - - - - - - - ----- - - - - - - - - - - - - - - - - - - - - - - - - - %___ -------------------------- ------------------------------- PARCEL I It OF 10'EASEUENT 70.- ENTERPRISE GC, L.P. H.C.C.F No. 200700319J6 O.P.R.R.P.H.C. T 225�+00 225�tfiO 226++ 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 226+50 z :3> IL II-- 43 OF- EA SEMEN T TO.- 2 LIOUID AIR, INCORPORATED 1Z R H. C. C, F_. No. E05J721 W 0. P. R. R. P. H. C. T Centerpoint Energy/Electric Facilities (Approved only for c`oes2y underground ductlines, unless otherwise noted.) Valid at time of reli.. on 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 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 OF -:c 79�% 82627 pto .. �/c 'A N4)" J� �Wui%ft%Z7o11Srs IncCT Firm Registration No. F-761 SURVEYED BY: DRAWN BY: HU117-ZOLLARS JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED EIY�. 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' OF4'9 VERT: N/A 120, FOR REDUCED PLANS FAIRMONT PARKWAY STA. 226+80 TO 231+80 AT LEAST 48 HOURS Date: Ca CP CD cNi X _J _J 0 -DITCH TLOWUNIE I - y 5 '95 Q� 'I< Q� Q� to 14.90 17.72 WIRE FENCE 16.26 15.95 T 'T,4.ga /'16.30 1-800-5'32-5�60 -"" �ZI16.24 �16-oa 16.13 & I I -71 T 1595 - SIGN (IV7 2 3 16.36 15,24 1 - I - - -x­­DITCH FLOWLINE WRE FENCE 16.80 18.01 x 18-32 18.40 X 17.79 17.62 17.52 17.48 17.78 EXIS T PA IN T S TRIPING Cb 17.47 17.31 17.15 17.'12 17, x FkIRMONT PARKWAY EASTBOUND D11-1, x x co C\1 E�4 DIKE ROUTE Will 1� EXIST CRA SH 17.03 BARRIER PC: 231+55.96 16.77 EXIST TRAFFIC TO.- B 16.69 S WIL (W) (SLD) S A IR, 6.44 10RC W1 6-,7pL, No. t UO.J5 ' 7 2 16.38G 0. P. R. R. P. H. C. T i OF- 4' T TO: 0' 16.83TC BP PIPE1 (NOR TH A I SWHA RE P" H. C. 0. F. No. 'V598521 EA SEMEN T, FL 24 PT: 2 + DI CH FLUALINE H.-C. T 14.31 H. 04'Q& - .18 16.28 14.78 16-85 14.63 16. LIQUID A14 PIPEL 16.52 DITCH FL C.CF No 1 .61 OP SAFETY H.C.C.F No. F9064J2 L__z L16.56 END TREATMENT PC: 2R __0.P.R.RP'HCT_16.56 1 .94 16.86 16.65 IP N 16.44 5.41 IGN ------ 16.501 16.49 S 116.53 4" STRIPE (Y) (SLD) 6. a PI LIN ' SIGN -520 16.40 - ffNES - - - - - - - ro-D S� ELI E' SIGN 1674 P - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 80 - - - - - - - - - - - - - - - - - - - -64B U') 0;E7 7 EXX N I EUNE' SIG W - - - - - - - - - - - - - - - - - - - - - - - - - 4" STRIPE (W) (SLD) 5200 (A - - - - - - z - - - - F a. :3 4 227 7 50 228+00 01 229+00 2294+ 23 23.0�+50 -C 6 4!00 22_ + I I 1 1 _04+00 4 _4_ _4_ 1_50 2% a. Z U. PROP. 10' WIDE -J CONC. SHARED USE PATH 10' SHARED USE PA TH EA SEMEN T H.C.C.F. O.P.R.R.P.H. C. T N % Q� zl� L4A rl,� NN'q. N CE ZZ Q; PARCEL I Ir i OF 10' EASEMENT TO: ENTERPRISE CC, L.P. H.C.C.F. No. 20070OJ19J6 0. P. R. R. P. H. C. T PROP. BEGIN STRIPING_X EXIST POWER POLE STA. 230+34.78 10' H.L.&P EASEMENT H.C.C.F No. 1184689 0. P. R. R. P. H. C. T -5L SCALE (1'=20') HORIZ - 0 10 20 40 :3 IL II-- LL. PROP. END 1108 L.F. 10' WIDE � CONC. SHARED USE PATH '4'*'* S !T�A * 231+27 N 0 OTOR R5-3 MOTOR MJCL�S W mus I= PROP. SAFETY END TREATMENT C Int Energy/Electric Facilities (Z'solp-od only "or 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, CAUL_ 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 I . 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 . ..... .. lit EMM A NU EL .............................. 82627 0 /C 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 TIM.E: FAIRMONT PARKWAY SHARED USE PATH FAIRMONT PARKWAY PLAN STA, 226+80 TO 231 +&:r� DRAWING SCALE SHEET NUMBER HORIZ: 1 " = 20' VERT: N/A 12,10FAQ MV*F FOR REDUCED PLANS AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567 OD CD c1t to C14 t M C* C44 0. I.— IJ6 FAIRMONT PARKWAY STA. 231+80 TO 242+30 (NO SIDEWALK IMPROVEMENTS= FOR INFORMATIONAL PURPOSES ONLY) 232+50 233+00 233+50 234+00 234+50 235+00 ------------ — ------- Tel�' 7-7 ...... . .. gm FAIRMONT PARKWAY I ,.STBOUND 'AIRMONT'PARKWAY EM­ Itw i+50 236+00 236+50 ------------------ w Z9 A TO.- COMPA N Y 1 WORK FAIRMONT PARKWAY STA. 242+30 TO 252+30 (NO SIDEWALK IMPROVEMENTS= FOR INFORMATIONAL PURPOSES ONLY) no W-111" FAIRMONT PARKWAY WESTBOUND 04 A -410) W N 2 :3 IL 11— R I&; Date: lnt Enerily/Elactric Facilities d only for crossing underground ductilnes, 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 (Goo 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 N (Data by Harris County Flood Control District) RM 060020 Floodplain Reference Mark Number 060020 is a Harris County Flood Control District aluminum disk stamped 'T 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 ;;;;;WNEMENNNWN0=" 0 25 50 100 0 A .0 11 V-04 AM W. 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 ........ .... It N ......... ....... #0 EMMANUEL E PAU 40 ................... ......... .... 10 '�'CEN AL 6/2 PA7 Huitt-Zollars Inc. Firm Registration No. F-761 SURVEYED BY: DRAWN BYL HU117-ZOLLARS JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168 — PLAN-2l.dwg EDP SCALE (1-=50') OWNERICLIENT: HORIZ FMMMMM%ii-m� 0 25 50 100 CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281) 471-5020 APPROVED SHEETTITUE; ,�or it i locdcd wlihln vy' I g HCFCO IFAV-!. FAIRMONT PARKWAY Harris Coil* r1oid 0wti-41 District SHARED USE PATH D E C 0 0, 2 oo 0, THE SIGNAT!`M�E,�' XVE V,11 F; FAIRMONT PARKWAY 'A T lh�') (2) Y S 0 W PLAN STA.231+80 TO 252+30 DRAWING SCALE SHEET NUMBER HORIZ: I" = 50' VERT: N/A 1220F49 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. At FOR Rr-ni ir.pn Pi AKi.q (8 Y 0 7HERS) PROP. 40 LF. 10' WIDE CONC. SIDEWALK 121 STRIPE (W) (SLD) r- 24" STRIPE 0 0 1-07 ROAD WDENING (BY OTHERS) SEE NOTE 2 I 19 SCALE (1'=20') HORIZ 10 20 40 A� /0 7 1 Z17- 0 0 0 0 0 a 0 13 0 0 0 1 CP co 0 a, 00 00 0 M 00 Do oo 00�� W1 1 —1 SHARE Q) THE W1 6-1 ROAD PROP. BEGIN 41 LF. 10' WIDE CONC. SIDEWALK T co LID c N Ai I!] U 59 04 64 Centerpo;nt Energy/Electric, Facilities (= roved only for crossing underground ductlinw, unless otherwise noted.) V at time of review only Date: See Approved for underground conduit facilities only. Signature wild for one year. Data: 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 I . 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 Hulft-Zollars Inc.. # ///s ;A ZOIIE H u 1 %istratic n (]���Firm R�eg No. F-761 SURVEYED BY: DRAWN BY: HUITT-ZOLLARS JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 11 68—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 HORIZ: I" = 20' VERT: N/A 1230F49 FAIRMONT PARKWAY STA. 257+30 TO 265+80 48 HOURS BEFORE EXC ; CALL THE LONE STAR Date: r Co ,n 0 1 C6 0 0 C�L co N t5 0 I 0 ob C� 0 C14 in C#4 W U) z :3 0. I.— Z LA. Z)"- INUIL z FAIRMONT PARKWAY STA. 265+80 TO 274+15 J 7 �J C (0 &1 C) + + cq QZ tr) Cq N + 2 'CQ4 '? CO CO + a. V) # __J PROP. END 302 LF. 10 WIDE CONC. SIDEWALK PROP. 107 L.F. 10 cc WIDE CONC. SIDEWALK ;z 1 4.4525 ACRES TO.- LL' FA IRPOR TE GREEN A SSOCIA 7FS, L. P. H. C. 0. F. No. Y421650 aP.R.R.P.H.0 T SEE NOTE 2 1 1 1 FOR RFr)tl('Fr) PI ANR co a. a. 2ZI+CID PROP. 161 LF. 10' WIDE CONC. SIDEWALK 4.4525 ACRES 7*0.- FAIRPOR7E GREEN ASSOCIA7FS, L�P. H.C.C.F No. Y421650 0. P. R. R. P. H. C.. T i S.H. 146 52.5' ROW 272+00, 272+50 273+00 SEE NOTE 3 0 z :D #�% 00 M < 0 5i 6 273+50 274+00 Z ZE >- < 3: >N T < I U) LLI 2 z 0 00 z � M M ki I SCALE (1-=40') HORIZ FMMMMMN� I 0 20 40 80 IN 0 I W11-1 1 SCALE (1-=40') HORIZ 0 20 40 80 Centerpolint 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/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. I REV I DESCRIPTION I APP I DATE I HUFff AXOM 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 <Z� �Huitt-Zollars Inc. Firm Registration No. F-761 SURVEYED BY. DRAWN BY: HUITT-ZOLLARS JMH PROJECTNO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: I 168—PLAN-23.dwg EDP OVMERICUENT: 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: 1" = 20' VERT: N/A 1240F49 10 rluum� M=rvm� MAUAVAIINU 11 FAIRMONT PARKWAY STA. 274+30 TO 279+80 EA EMENTS CALL THE LONE STAR NOTIFICAI Date: STREET R.O.W. OR I N 713-223-4567. V- cc (n CD CD 0 C11 (15 C"I z 0 I C? 00 UP C� 0 71 TO ISO C4 12.810 .13.44 IL 3.62 TO 13 43TC 0 1 920 71 12192G g9 I S.H. 146 J82.5' ROW 13.62TC 13-12G NOTE 3 -Z'R )W �3.45 1145 00 OR LO l'- C-4 a k.71G z 13.20TC 8 a 13.27TC M 12.720 0 cc LLI z LLJ ADJUST ELECTRICAL 22TC 72c; BOX TO PROP GRADE 20TC 67C 1. 34 W 1 0 . 7 TO 13 f�3 4 1 %70G 17,171 5175G 17.76 3 1 REMOVE - EXISTING CREPE MYRTLE PROP 6" C UR.S 04 SEE sHEE Pell W W z !�00 x Cr F: (nob LIJ W ix 05 W 0 Cf) �A/ 04101 IN H 6-1 ,v 1, - z r'l-, PROP 144 L.F. 8' WIDE CONC. SIDEWALK PROP, 91 ""J'- L r ; I, 11;� ) Adm-^Wao� NI 13-82TC 04 V BEGIN� STA. 27 13:460 13.30G NC� SIDEVALKS,'G' C� + 3 1 61 TF NG LA QUINTA 0 EN 4C EXISTI / I BEG STA. 277+28 ISM 14 '34TC P SIGN TO BE REMOVED END STA. 278+19 1-3.82C PROP PEDESTRIAN SEE SH RAMP SEE SHEET 40 PROP PEDESTRIAN PROP PEDMIA� SEE S E DETAIL 13 RAMP SEE SHEET 40 2 r DETAIL 13 C) SAWCUT 0 U c� 2.67G o6 130 12.811) 112.1 2 3.15TC 12X 4a 7-zw- 12.7 0 J7 IZ721C _�t40 1371� 1 X14.1 14,70TC 'MO 13,35G Qk 1 1 BIT, REMOVE EXISTING CREPE MYRTLE IN - T EXISTING SBC CABINET TO REMAIN REMOVE EXISTING CREPE MYRTLE BREIL 0 TX PROPERTIES L.P. H. C. C. F No. Z095206 0. P. R. R. P. H. C. T SLOCK 1100 TOWN OF LA PORTE VO�. 60, PG. 112 D. R. H. C. T D�46G 1-1 1 1 15,68TC "' L- lo''lo, , log/ 1 IS. 4G C4 PROP. 6"CuAg omsiorwxt:�l S�l T - SEE SHEEur 35 REMOVE AND 141-4� f - REMOVE AND REPLACE EXIST! NG DRIVEWAY - E-g.Mt4G--DRtVEWAY- -- -- 1-1- --- '1 1 1 --- PROP. BEGIN 1209 IfF. 10' WIDE CONC. SIDEWALK STA. 278+43 ROV: 2� Err. 1F V�,LU -T�u (2) Y-F,1A,,S,0Nil v 04087 N W11-1 6-7pR Ee RAMP SEE DETAIL 7 13 SCALE (1: 20) HORIZ 0 10 20 40 7 12.7 3G FAIR ONT PA 3* (EAS OUND) 12,72 x 12,97 12.42 13-33 12.15G 12.76TC 12.8 Zf (D C�i rKvr -�" "'I N rt --ut x ROP PMES rRIAN SEE SHE RAMP SEE SHE T F AMP 'diFS -IEET 40 DETAIL 7 6.Z 1 7 1 ETAC-13 10' C), ;1- U P 10' SHA '?&9 TH 4 ED U PA T EA T SE"' T C"I H.C.C.F -ff — 0. P. R. C. T 44TC 13.98 890 4.471C 14 17� EXIS T 125' DRA INA GE FEE .C.FC.D. UNITNO. F216-00-00 H.C.C.F. NO. H598827H.C.D.R. 1456TC 4:06G 1 1111 MATCHLINE 9TH STREET ROW STA. 279+65 SEE SHEET 26 IF HLOCK 1101 TOWN OF LA PORTE VOL. 60, PG. 112 D. R. H. C. T Centerpoint Energly/Electrio Facilities (Approved only for craning underground ductlines, unless otherwise noted.) Valid at time of review only Date: SEC Approved for underground conduit facilities only. Signature wild 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 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 GROSS 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 I REV I DESCRIPTION I APP I DATE I HU1TF~XA1ARS 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 Huitt-Zollars Inc. Firm Registration No. F-761 SURVEYED BY: DRAWNBY HUIT7-ZOLLARS JMH PROJECT NO: DESIGNED BY. 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168 PI AN 25.dW9 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, 274+15 TO 279+65 DRAWING SCALE SHEET NUMBER HORIZ: 1" = 20' VERT: N/A 12-5OF49 FOR PFnI IrFr) PI AKI.q 9TH STREET ROW STA. 279+65 TO END AT LEAST 48 HOURS BEFORE EASEMENTS CALL THE LONE ! Date: co �i C� C� C) (Ni co C14 t 0 1 9 00 (0 C� -J W, 11q 9) 440 W C'4 z :3 IN I.- R W BLOCK 1100 TOWN OF LA PORTE VOL. 60, PG. 112 D.R. H. C. T 1-1 1GL SCALE (1:50) HORIZ 0 25 50 100 otnt Energy/Electric Facilities C tM (��P d only for crowing 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 1 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. 9. �q HUITEZOLIM 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 0 I Huift-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-26.dwg EDP CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281) 471-5020 $11EETTITLE: FAIR-MONT PARKWAY SHARED USE PATH 9TH STREET ROW I z W_-1 V - STA, 279+65 TO END I DRAWING SCALE I SHEET NUMBER I FOR RFDt]rFD PLANS HORIZ: I" = 50' VERT: N/A A - USE FOR ALL PROPOSED DRIVES ON CURBED TYPE STREETS: AT LEAST 48 Date: V cc LO �i U? CD C\L n L91 PROP. SAW CUT 18" GUTTER LINE --- 8" STEEL OVERLAP --- EXISTING PAVEMENT . -7 CUT UNDER EXISTING PAVEMENT 1:50 MAX CROSS SLOPE #4 0 24-1 C/C - BACK OF EXIST, CURB ROW. LINE 3" CLEARANCE STANDARD 12 172" \11 BOARD EXPANSION OR 1/2- NON -EXTRUDING T PREFORMED JOINT 3- CLEARANCE (TYP.) 7- THICK REINFORCED CONCRETE IC S S EE GENERAL NOTE Ill COMPACT SUBGRADE TO 95% STANDARD PROCTOR DENSITY 4' MINIMUM WIDTH OF DRIVEWAY R 0 W LINE 2' 36' MAX. SLOPE 1: 50 MAX SIDEWALK BOARD EXPANSION OR 1/2" NON -EXTRUDING PREFORMED JOINT DRIVEWAY RADIUS 5' MIN./ 15' MAX. BACK OF EXISTING (TYP.) CURB (TYP.) L 12" TO 18" SAW CUT---/'� GUTTER L EXTEND EXISTING EXPANSION JOINT FROM (PROP.) INE -�7�7 -_ 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. I X \/ V-11* 1 l-2* PLACE r YELLOW RIYLECTIVE TAPE 4 COMPACM SAW" MP) 2'4� 11 C DIA NO)L Gill PM SM93X)LE 40 FILL Ill =11C, (It lit X :A CONCRErE X V-20 1 2'-r 1 1-2* 1 V-111* HARRIS COLINTY FOR SN"ALKS DMVEWAYS ON CURBED TYPE S7REETS 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 INFORMA11ON 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 NTH CURBS AND SIDEWALKS). 11. REINFORCING STEEL TO BE ELEVATED A MINIMUM OF 3" ABOVE SUBGRADE. (3 INCHES TYPICAL BOLLARD DETAIL 5 SCALE. 1* =121 1 131 0 1 2 3 FOR REDUCED PLANS Working Point (at intersection of Cross Pipe Length nontinol I.D.) 2" Q2 (See Table) QI (See Table) 21* tt -Top of Riprop ,ttii,t?B - ' '�I­ ­,�, -Tri mmed Edge Cross Pipe Cross Pipe Flow Line of Pipe over over 6 4 1 ns; de Outside a 15/, D i 0 Barret Barre$ 11,16 T rough Hole (Typ) G-------- NOTE: All Cross Pipes, calculations, and dimensions are based on the pipe culverts End of Invert > mitered as shown in this detail. Alternate PIPE W/ BOLTED ANCHOR for Concrete .ul styles of mitered ends will require that Pipe Culvert --- Toe,011 appropriate adjustments be mode to the 3" M , n1l 12 1/4 volues presented on this standard. 3" c Overtop 12 #6 Anchor Bar Typ w/ C.M.P. SIDE ELEVATION OF TYPICAL x 1' -4' (Tyl i_4 4" PIPE CULVERT MITER 30, (Showing Corrugated Metal Pipe Culvert.) Typ DETAIL "A" (Details at Concrete Pipe Culvert are sim;lor.) (Showing Invert with Corrugated Metal Pipe Culvert. Concrete Pipe Culvert details ore similar. Cross Pipes not shown for clart . ty.� CBend first Cross Pipe 0 0. , Oss Pip:.ry Anchor Bars a, lecelsor to maintain 2" clear cover to Toewoll edge --k 5C RTprop of concrete R;prop Z 0� 3 PIPE W/ ANCHOR BARS (i Cross Flow Line P, pe > p (DQ 3-<Ty SECTION B-B (Cross P i pes not shown for c t or i ty. #6 Anchor Bar Riprop x 1'-4" (Typ) SECTION C-C Cross Pipe CROSS PIPE LENGTHS, REQUIRED PIPE SIZES, & RIPRAP QUANTITIES `,9 Nominal Conc Pipe Single Mul ti - Conditions for Cross Culvert Riprop culvert Barrel Barrel Q? use of P i pe 1. D. (CY) 6 spa - G - III - Q1 Cross Pipes Size 12" 0.6 91, N/A 2'- 1" 1'- 9" 3 or more Pipe Culverts Std 43.500"O.D.) 15" 0.7 ll., N/A 2'- 5" 2'- 2-1 18" 0.8 1'- 2" N/A 2'-10" 2'- 8" 21 0.9 1,- A.. N/A 3'- 2" 3'- 1 24" 0.9 1'- 7-1 N/A 3'- 6" 3'- 7" 27-1 1.0 il- 8.. N/A 3' -10" 3' -1 1 3 or more Pipe Culverts 30" 1.1 1 11 _101l N/A 4'- 2" 4'- 4 2 or more Pipe Culverts 3 1/2" Std (4. 00041 O.D. 33" 1. 2 1 1 ' -1 1 'l 4'- 2-1 4'- 5" 4'- 8" All Pipe Culverts 36tl 1. 3 2'- 1 'l 4'- 5-1 4' - 9" 5'- 1 " All Pipe Culverts 4" Std (4.500" 0. 0. " 42" 1.5 2' - 4 4' -11" 5'- 5" 48" 1.7 ?'- 7" 5'- 5" G* - 0" G'- 7' All Pipe Culverts 1 1 51, $to (5.563"0. 0.) 54" 2.0 3'- 0" S' -1 1 " 6'- 9" 7' - 6" 601, 2. 2 3'- 3" 6'- 5' 7'- 4" 8'- 3" 661, 2. 4 3' - Y 6' - 1 1 t' 7'-10" 8'- 9" 72" 2.7 3'_ 4" 1 7'- 5" 8'- 5" 9'- 4" (D The proper installation of the first Cross Pipe is critical for vehicle safety. The top of the first Cross Pipe must be placed at no more than G" above the flow line. Size of Cross Pipes, except the first bottom pipe, stroll lb� as shown in the PIPE SIZE table. The first bottom pspe shot I be 3 1/2" Standard Pipe (4" 0. D. I. The third Cross Pipe from thelpottom of the Culvert sholl always be installed using a bolted connection. Care sholl be token to ensure that RiprOp Concrete does not flow info the Cross Pipe so as to permit disassembly of the bolted connection to allow cleonout access. At the Contractor's option, oil other Cros� Pipes may also be installed using the bolted connection details. Motcri Cross Slope as shown elsewhere in the plans. Cross Slope of 6:1 or flatter is required for vehicle Safety. Riprop placed beyond the limits Shown will be polo as Concrete Riprap in accordance with Item 432, "Riproo". Quantities shown are for one end of one reinforced Concrete 2" Pipe Culvert. For multiple pipe culverts or for Corrugated (Typ) F low CROSS PIPE DETAILS rL Cross Pipe (flush #6 Reinforcing Metal Pipe Culverts, quantities will need to be odjusteO. 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 T_yp) Cross Pipes ore designed for a traversing with S E.T. for ----Tangent to load of 10,000 pounds at yield as recommended by "Safety Treatment of paymen;) widest portion Research Report 280-2F, of Pipe Culvert of Roadside Parallel-Droinoge Structures", Texas ISOMETRIC VIEW OF Transportation Institute, March 1981. TYPICAL INSTALLATION Riprop Pipe Culvert Safety End Treatments shown herein ore intended (C M Riprop Pipe Culvert . P or for use in those installation& where out of control (C.M.P. or Concre�e) -- veh;oleS ore likely to traverse the openings Concrete) opproxi mate ly perpendicular to the Cross Pipes. R;Prop and oil necessary inverts shall be Limits of Riprop (to be included with S.E.T. for payment) SHOWING TYPICAL PIPE SHOWING CROSS PIPE Concrete Riprop conforming to the requirements of Item 432, "Riprop". 31-61 2'-0" Cross Pipes CULVERT & RIPRAP WITH ANCHOR BAR Payment for riprop and toewoll is included in 2'-0" 6" the Price Bid for each Safety End Treatment. max --- Cross Pipes shall conform to the requirements 6" Min 4" Min Q2 or Q1 of ASTM A53 (Type E or S, Grace B), ASTM A500 6(D C. Cross Pipe (flush - - H_ (Grade B), or APT 5LX52. n Botts ondnutS Shall conform to ASTM A307. Trimmed Edge of Pipe Culvert - Y4' x 12" Bolt All steel components, except concrete Hex NUt & Washer reinforcing, shall be golvonized after in accordance with the specifications. fabrication. Galvanizing comoged during ---------- C. Cross Pipe with top of Riorop) 2" Mi Gross Pipe �flush transport or construction sholl be repoired Point chor Bolt - Working An wi th top of Ri prop) 3'/," Dia ------ Cross Pipe(D II- ------ J -_ ------- I ------ M Lo t Top of Cross Pipe 0- 0 0. L�C And Toe Pipe Culvert (C. M. P. or - - - - - - - - - - - - - - - - - - - - - - - - - - - - Concrete) -- 78 F4 A 12 A (:See DETAII "A" SIDE ELEVATION OF CAST -IN -PLACE CONCRETE IShowing Concrete Pipe Culvert.) (Details at Corrugated Metal Pipe Culvert ore similar.) Center Anchor Bolt0etween Pipe Culverts Pipe Culvert 1. 0. (Nominal) SHOWING CROSS PIPE WITH BOLTED ANCHOR SECTION A -A -z* Texos Departmnf of Tronsportotlon �r BrIdge DIvIslon SAFETY END TREATMENT FOR 12"DIA TO 72"DIA PIPE CULVERTS P Spo G ItJ TYPE 11 - PARALLEL DRAINAGE ipe Culver SETP-PD m,,Ti��et__Ppodse.dgn �114 GAF I It CAT I ;_____JR_P _r1_1GAF Z71�001` Way mo_05- 11.01L ll� ��.111T SAFETY END TREATMENT FOR 1r CIA TO 7r DIA PIPE O.LVER75; - TYPE 0 - PARAUEL ORMAGE Cantarpoint Energy/Electria Facilities (Approved only for crossing underground ductlinat unless otherwise noted.) Valid at time of review only Date: SBC Approved for underground conduit facilities only. Signature wild for one year. Date: Cerl 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 FLOOCIPLAIN 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 "IF 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 %Xt 4 - "`� �� c:g:-:! �F�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) 471-5020 SHEETTITUE: FAIRMONT PARKWAY SHARED USE PATH DRIVEWAY AND SAFETY END TREATMENT DETAILS DRAWING SCALE SHEET NUMBER HORIZ: As Noted VERT: N/A 1270F49 --------------------- 0 + 00 0 9 ca Lp Co 18+00 ---------- --------- - -- -- — — — — -- ---- --- Lli EXIST. 30" STIVI. SWR. 0 000 F- L; 6 < 041 �m 0 0,F7 ('0+ +99 0. Ar' �/lv EXIST. EXIST. 11 rEXIST. S.S. N C� 12 S.S. - - -.-- I ----/ ---------------------------------- 0 --------- j ------------------------------------ I EXIST. 8" S.S. 16+00 - - - - - - - - - - - - - - - - - - - - 14+00 -t ---- ------ rEXIST. TYPE "H-2" INLET -iEXIST. EXIST. 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 BOX STIVI. SWR. EXIST. TYPE EXIST. 24"-IAI I AST. EXIST. S.S. M.H. "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. 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 #3 DOWELS 6* 0 2,C O.C. - TOW EET MAX 23 ARD SIR SIREFT 6vi?8 SAND #3 9 1pt-7ow eO.C. SIDEWALK CROSS—SlEcTION "A" & "B" SIDEWALK AT EXISTING CURB STA. 4+25 EXIS77N.9 4�0' MEWALK FT07117 077 —1 #3 DOWELS 0 2r D.C. MAX 9Z WWARD SIREk"t SAND #3 0 IS- O.C. SIDEWALK CROSS—SECTION "A" & "B" Ld ;-21 >:- 0 V), W X W x Ld 12" SS* L....... ............. ..... .......... .. . ............ . ------ ..... ...... ---------------------- HEADWALL L (N T-T- EXIST. I PLUG 'ZEXIST. 30" 1 0) STM. SWR. 10+00 ------------- ---------- Lij Z -j EXIST. 8" W.L. -17 0 EXIST. EXIST. F-- < 8"TEE/GV 112" W.L. 587.97 101 Z =5 F- Z F- U) 0 W- LL SCALE 1 "=,30' .......... i6ii The seal'appearing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on EXIST. EXIST. + S.S. M.H. 12" S.S. rEXIST. 30" STM. SWR. ----- ol ------------ EXIST. 24" W STM. E ... R EXIST. TYPE 1 JNCT, V) 5+00 BOX W/CURB INLET TOP 34+00 LLJ �EXIST. TYPE "H-2" EXIST. TYPE H 2 INLET W/5' EXT. INLET W/5' EXT. 0 F— .7 7 EXIST. TYPE 1 JNCT. BOX W/CURB INLET TOP 33+00 STM. SWR. 0 0 0-0�O EXIST. STM. 7EXIST. I SWR. M.H. TEXIST. WOOD FENCE CHN—LINK F CE f 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. "Ble), (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 n /1/�T­ 11 EX . GV & TERMINATION e%4 - 0 PROP. 17 L.F. 2'WID EXISi�'\\ E OLITFAL'�\, CONC. SIDEWALK ADDITION 1 EXIST. EXIST. 12" S.S. f 36" STM. SWR. I '—EXIST. TYPE 1 JNCT. BOX W/CURB INLET TOP 30+00 EXIST. 24" EXIST - TYPE "H-2" STM. SWR. 'I /INLET W/5' EXT. —11-11—H-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 �e I z z � EXIST. CRETE �-)j CHNLNK FENCE EXIST. CON EXIST. TYPE "H-2" 112" S.S. DRIVEWAY /-EXIST. S.S. M.H., /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. UTILJITES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDMONAL 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. I VEXIST. 24" STM. SWR. U_ �4 z 3: x ul PROP. END 207 L.F. 2'WIDE CONC. SIDEWALK ADDITION EXIST. CHAIN rEXIST. S.S. M.H. LINK FENCE j_'0- 24" STM. SWR. EXIST. TYPE 1 JNCT. BOX W/CURB INLET TOP 2� EXIST. 2 A" STM. SWR. EXIST. TYPE "H-2 INLET W/5' EXT. 7--------- -- ...... 7EXIST. WOOD FENCE PROP. 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 �5 0 1�_� ------------ ------- ���EX�IST \EXIST. TYPE 1 JNCT. S.S. M. is. 29+00 BOX W/CURB INLET TOP 28+006 0 EXIST. 12" S.S. ­­ ----- -----------------­----- ­ ---------- U — — --------- -------------------------- ------- 23+00 22+00 21+00 — — — — — — — — — — — — — — — — — — — — — — — i — — — — — — — — — — — — — — — — — — — — — — — — — — — --------------------------------------------------------- --------------- EXIST. 30" STM. SWR. EXIST. TYPE 1 JNCT. BOX /EXIST. TYPE "H-2" INLET W/5' EXT. EXIST. GV EXIST. 8"TEE/GV EXIST S S M.H. EXIST TYPE --------- ----------------------- UN= L htqt:ET_� ------ — ---------- * ------------------------------ --------- I EXIST, 24" 1 STM. SWR.\�l 20+00 19+00 ------ - ---------- --- ------------ ----------------------------------------------- EXIST. 30" STM. SWR. Z 3T. TYPE 1-/ JNCT. BOX EXIST * TYPE "H-2" INLETA! ---------- ------------------- - ------- ... ..... ----- - --- ----- ------------ - ------------- -------- EXIST. EXIST. 12" W.L. F.H./GV Vrje OFZE�llj It ......................... RODNEY LEE SLATON 90298 The seal a—ppeoriing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on _10-W-09- Cq V) LLI z _j M 21 0 00 F_ Lli 0 SCALE: 1"=30' EXIST. PLANTER ;01 + + + .t_� Z 0 co W F- (.5 U) Z < W W IOL CD LLJ ..3 EXIST. 6 SIGN n LL_ 0 LL1 TYPE "H-2" INLET W/5' EXT. 3+00 321.66 EXIST. SIGNAL I 3+00 CONC. SIDEWALK fSEE-S-.W,jaR_OSS BEGIN AT STA. 3+ END AT STA. 3+34 2-1-00 DET."A"), 47+00 2. 0' L ' 25.0' EXIST. SIGN CONC. SIDEWALK ADDITION, (SEE S.W. CROSS -SEC. DET. "A!'), BEGIN AT STA. 3+38 END AT STA. 3+54 2+oo EXIS S S. S. H. .S. H. EXIST. PIPELINE VALVE EXIST. CHN-LINK FENCE M. H. 1+00 2. 0' EXIST. TYPE 1 JNCT. BOX W/CURB INLET TOP EXIST. CHAIN LINK FENCE 1.5' EXIST. �'�'�ETER CON C� EXIST. DRIVEW Y S. S. M. H. EXIST. CHAIN LINK FENCE CONC. ---------- _CxFSf._f1�p_E 1 JNCT. BOX W/CURB INLET TOP 0 EXIST. 24" STM. SWR. C) t� EXIST. TYPE "H-2" INLET W/5' EXT. Lo - F 7X� 7 _r to ------ Ll J- CD < U) Lo 2. 0, R'q* * W _j -1/4"/ FT SLOPE MAXIMUM 0.125'(TYP.) ---EXIST. 4.0' SIDEWALK PROP. 2.9 SW. ADDT NOTE: 4" REINFORCED CONCRETE V #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!(rYP.) - FT SLOPE MAXIMUM PROP. 1.5' I S.W. ADD'N % is ------ NOTE: 4!' REINFORCED CONCRETE #5 SACK/ C.Y. 3000 P.S,L, 28 DAY NTH #4 (EPDXY COATED) 0 2,C O.C.E.W. SIDEWALK CROSS-SECTION "B" FOR 2' ADDITION N.T.S. EXIST. CHAIN EXIST EXIST. CHAIN EXIST. HOG- EXIST. HOG- EXIST. CHAIN EXIST. CHAIN LINK FENCE GAS �ETER LINK FENCE EXIST. CONCRETE EXIST, WIRE FENCE WIRE FENCE LINK FENCE LINK FENCE ASPHALT ASPHALT EXIST. S.S. M.H. DRIVE GAS METER� CONC. CONC DRIVEWAY DRIVEW�Yl DRIVEWAYd' DRIVEWAY GAS METER 0 + L0 + - --------------------------------------------------------------------------------------------------------- -- -- ---------- _.;�w ---------------- ro ------------------------------ \EXIST. EXIST. TYPE 1JNCT. _kTx_1S_T ------------------------------------------------------------------------- t56§f. EXIST. EXIST. TYPE 1 JNCT. 30" STM. SWR. d BOX W/CURB INLET TOP S.S. M.H. 30" STM. SWR. S.S. M.H. BOX W/CURB INLET TOP 40+00 .39+00 +00 .37+00 C co 43+00 42+00 41+00 F- EXIST. 24"­_1 EXIST.— w V) 1.5' EXIST. 24" STM. S EXIS TYPE "H-2" 1.5 1.5' WR. I LO STM. SWR. 0 12" S.S. Ljj Ltj I EXIST TYPE "H-2" INLET W/5' EXT. t- Z .5,751 �25W 'W/5' EXT. 71 Z I AT % 0 _j I _17 tj -11 -11 0 §89.5S F_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - 7 - - - - - - - - - - - - - - - - - < < li-VEXIIIST. WOOD FENCE 2.0' EXIST SAN. SWR. M.H. TIE-IN EXIST. 2.0' EXIST. 36" STM. SWR. EXI IITPROP. 752 L.F. 2'WIDE EXIST. STM. SWR. TYPE "A" INLET CONC. SIDEWALK ADDITION, REECH AVENUE S.S. M.H. WET ELL (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'WIDE7 BEGIN AT STA. 40+47, CONC. SIDEWALK ADDITION, CONIC. SIDEWALK ADDITION, END AT STA. 3+15 (SEE S.W. CROSS -SEC. DET. "B"), ADD 05TO WEST SIDE OF EXIST. SIDEWALK. (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. 482011CO940L. 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 UTIU11ES 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. OF 'rq,%Xl ......................... RODNEY LEE SLATON ......................... 90298 The seal :dppearing - 6W this document was authorized by RODNEY LEE SLATON P.E. 90298, on SCALE: 1"=30' :�E ry (L C u co co W Z -j 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 The seal-AplYe6ring on this document was authorized by RODNEY LEE SLATON P.E. 90298, on H 1] \gl 11 Lve -XIIFF--�\ :D' IN 0 100 20 S ALE; ?= 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. WX0101,1111, 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 I STREET LIGHTS 0 SMALL BUSH G CREPE MYRTLE (10 GALLON) LIVE OAK TREE (25 GALLON) PECAN TREE (25 GALLON) PARK BENCHW/WTR. FOUNTAIN PROP. PARK BENCH &F PROP. BEGIN IT CONC. SW WATER FOUNTAIN FOLLOWS R.O.W. AT STA. 10+24 �j STA. 9+17 j r PROP. 24" RCP PROP. G.V. STA. 5+55 PROP. 387 LF PROP. 24"RCP 2" PVC W.L. INLET TYPE "A-4" q STA. 8+00 CL I,- 6+GO 8+00 9+00 Z 0 C) C0 o �7+00 N ca " �m , PROP. END 8' OFFSET 0 FROM ST. CURB AT STA. 9+72 u- U) R.O.W. 0. BREAK-OUT INLET PROP. CONC. SIDEWALK SINK INLET TOP APPIR. 3* FROM NATURAL GROUND-\ INLET TYPE *A-2" �A� 0 45 SL'T 4 F 1 +42 PROP. 8' CONC. "4' SIDEWALK ,4� 4- 44 STREET LIGHT STREET CURB STREETLIGHT DETAIL N.T.S. PROP. 1706 L.F. PROP. 24" 8'WIDE CONC. SIDEWALK EXIST. 10' UTILITY ESMT. INLET TYPE OB-20 q STA. 10+45 24* FL DUST. TYPE 'Ir INLET 24" RCP (VARIABLE LENGTH) TYPE -A- INLET (TYP-) BOUND EXIST. 10' UTILITY ESIVIT. ... RODNEY* LiF *gI:4i6W ......................... 90298 11.0 X-r .a The seal A�p-eoring on this document was authorized by RODNEY LEE SLATON P.E. 902-98, on �A kz/ 0 W 10D NNNC==MMMC= - SCALE: 1'= 501 PROP. 24"RCP - INLET TYPE OC-24 �_ STA, 20+27 24!' f� (o C14 UJI Z -j 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*50 Z 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 STA. 24+25 fl- C14 CA 111 Z INLET TYPE *8-2", STA. 26+15, STA 27+31 1 TYPE -C M.H. D-3 W/ GRATE TOP, S��Li BREAK 1OX15' T.C.E. STUB OUT 1-4 JT OF 36" RCP & PLUG FL 17.11 10'XI5' T.C.E. . ..... 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 31+00 3 0 30+00 3 PROP. 715 L.F. 8'WI E CONIC. Sl EWALK ;U C) INLET TYPE *F-2" STA. 32+29 0 0 42" FL 11.58 BAY AREA BLVD. Z5 DRAINAGE DITCH PROP. 8' CONC. SIDEWALK 4. STREET LIGHT STREET CURB STREETLIGHT DETAIL N.T.S. PROP, CONC. SIDEWALK SINK INLET TOP APPR. 3" FROM NATURAL 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 IZ STA. 35+82 42* FL 11.72 DUST. TYPE 'C' INLET PROP. 24!' RCP (VARIABLE LENGTH) TYPE "AN INLET (TYP-) dl 2;�;j ... i6ii;6. .......... SLATON ......................... 90298 .a The seal o0i5earing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on — 9 -)1 - (� � — N M M 100 SCALE: 1"= 50' STA. 37+67 SWALE BREAK STA. 31 TYPE 'Co M.H. H-3 W/ GRATE STUB OUT 1-4 JT OF 42" RCP & FL CITY OF LAPORTE. DWN: JR PLANNING IDEPT.ENGINEERING DIV. 604 W. FAIRMONT PKWY. CK'D: RLS LA PORTE. TEXAS, 77671 281-471-5020; FAX: 281-470-5005 APP'D: RLS 1 00 YN, Mal V WA an] AMA 1- 11 SIDEWALK STA. 22+46 to STA. 39+62 1"=50' FEB. 2009 )roject No.: 2009-5201 SHEET: 33 C-i Co 0) CV) Q VA R PROP. 8' CONC. SIDEWALK 4. 4 <4 �+77 OP: STREET LIGHT STREET CURB ,LUG 11-90 LEGEND ? STREET LIGHTS GENERAL NOTES :15' T.C.E. STREETLIGHT DETAIL 1. CONTRACTOR TO REMOVE & N.T.S. DISPOSE OF VEGETATION OR 0 SMALL BUSH TREES IN THE PATH OF THE SIDEWALK. //- STA, 37+67 BEGIN VPI SWALE INLET 0' Xl 5' T.C.E. V TA. )77 �00 . 4 FL 1.88 8 C0 00 M 0) LLJ STA. 41+02, TYPE V 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 42" FL 10.99 0 0 n t6 6 SOUTH BOUND NORTH BOUND 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 PECAN TREE (25 GALLON) DETAIL. STREETLIGHTS LOCATIONS ARE SHOWN IN APPROXIMATE LOCATIONS. IIIIIIIIIIIIIIIIIIII101PARK BENCHW/WTR. FOUNTAIN STA. 44+75 ---��VPI SWALE FL 18.20 PROP. 1733 L.F. 8'WIDE CONC. SIDEWALK PROP. END B'CONC. SM STA 46+72 C' d4 FOLLOWS R.O.W. AT STA. 49+22 ----PRQP �4,�:RCP STP. 46+72 P ry E V M.H. J-3 W/ GRATE TOP, EXIST. 10' UTLITY ESMT.. PROP PARK BENCH& -14 T 1-4 JT OF 42" RCP & PLUG RU FL 41 WATER FOUNTAIN STA.49+57 STA 50+75 R25.V TYPi V M:H. K-3 W/ GRATE TOP, INLET TYPE "J- q STA. 46+73 STUB OUT 1-4 JT OF 42" RCP & PLUG FIL = 12.45 42" FL 12.38 0 Q� X15' T.C.E. INLET TYPE OK-2" STA-_5QtM _-UM 42" FL !?;A 48+00 51+00 M.H. J--T- STA. 46.50 FL M84 X 4! BOX STA. PROP. 435 LF 2"PVC W.L. R.0,W .17�p-q f 1*71 ... RWNEY*IUEE`*iai&­ 90298 1 1% ine seci-appearing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on 9 --:D (- () 9 M 0 so 100 SCALE: 1'= 50' PROP, 24"RCP INLET "L-2' STA. 53+74 FL = 14.35 PROP. G.V. STA. 53+98 PROP. END 8'SIDEWALK, OFFSET AT INTSECTION OF SPENCER HWY. & BAY AREA BLVD. W1 WCR STA. 54+15 Z 04 W EL U) 10.00, 1.00' 10.00' 1.00, MIN 6" PARKING LOT PROP GROUND 0 3:1 MAX SLOPE (SLOPE VARIES) cc 0 04 C6 04 0 2.50' #3 BAR @ 12" O.C. #3 BARS@ 1 8"O.C.E.W.— A owe, A- PROP 5" THICK CONC. HIKE AND BIKE PATHWAY TOWARDS STREET 2% COMPACTED TYPICAL CONCRETE SECTION NTS 8.00, PROP 5" THICK CONC. HIKE AND BIKE PATHWAY 3"R NATURAL GROUND PROP GROUND 0 3:1 MAX SLOPE (SLOPE VARIES) ±2' TYPICAL SECTION EAST OF SH 146 36" 8" 1/4' OR PER BRIDGE MANUFACTURER BRIDGE , X m.m", .4 .' . * * A. 4 * 4j 4 1/4" RAD. (TYP.) FAIRMONT PARKWAY EASTBOUND 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 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.) *A .-77% wlp� j 18" LONG #5 DOWEL 0 12" O.C. 8" EMBED W/EPDXY GROUT . ..... . . . CONCRETE 4-1/2" ABUTMENT COMPACTED SAND A #3 BAR 68" LONG 9 Do 0 N VARIES SITE l7p 1.00, 1.00, wz 1;c- mm < w 0 0 m Cn 4.00' T NATURAL� GROUND 40'-0" (MAX.) (MAX.) (MAX.) TOC=13.92 -G=13.46 FAIRMONT PARKWAY EASTBOUND 1/4"xl/4" HAND TROWELED GROVE (MAX. 10 FEET ON CENTER) -.A 4- V-6" JOINT (MAX. 40' ON CENTER) V-6" 1/2"1 JOINT SEALANT a5l #3x3'—O" DOWELS @1 8"O.C. (SLEEVE L3/4" geDwool> op. ASPHALT Impgae?. ONE SIDE) rAAr69lAl— NOTE: EXPANSION JOINT W/ DOWELS IS REQ'D. AGAINST ALL WALKS AND CURBS. 0 rl 71 =0- HUITT-ZOLLARS 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 —0066 (281)496 OF ....... ......... t. 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 HORIZ: As Noted VERT: N/A 135OF A--Q FOR REDUCED PLANS L > a) 0 -1 L_o+_ 0- (0 (0 _i_'Q 4- 010 L-- C.Ca 3:_0 S_ C: Q) a) 0 L 0) (0+-4- C 0 Q) a 0) U)L U) C C W OL-C+- +__ Y) ;�) Z) x 0 0 0 0 C4- W a) LC L = 00(0 4-.- 4) (D (0 U .cl­_ L a 4-OIDE 0 > 0 >1 x C:,o ni­_ 0 OL 'a>, 0 L ID 4- 4- G)'o - > 0 L Z) 0 E 0 U) 4- a) W >I L 'a C_ (D L---- L 0 _%Z.Q L_ '0 --a a C C C C >)(0 0 9- (0 L 0) 000 +--1­- 0 L C C 0 4-0 0 L (0 U) ir (0 E W :) CO L M 000 " Q)Z 04- <Z -il­- -�-L 0 00 +_0 r- 0 X_�_ <1­_ 0 IMMME MEMO NONE NONE MEMO MMEM MEMO MEMO NONE NONE SEEN SEEN MEMO MEMO NOME ONES 6"x 8"x 14" Treated Do not use Wood Block Washer -al between Bolt 811 Head and ea Post Bolt with % " Button H Rail Element Nut & 1 Y4"O.D. Washer(See Generall Note 3) . 7/8 " D I a. hole in post & block. Front slope Edge of shoulder or widened crown. TYPICAL POST 00 4- U C 0) _J C Z 0 9, C 0 +_ Ill (0 0 0 0 3: C :3 0 0 0 L 0 4- 1`0 I I (10 WOOD BLOCK TO Toenail with one 16d Galv, prevent t WOOD BLOCK TO RECTANGULAR WOOD POST Note: See Rail Splice Detail for the required hardware. r61/4- N N 18" min 6,, X, l 7" I 000 ; I , W6 X 9.0 or W6 x 8.5 WOOD BLOCK TO STEEL POST -Permissible square punching guide hole, %" max. (Typ.) 13'- 61/2" 6'- 311 1 61- 3" 1, W d 1011 1 11 'U 13 LY4 3/4 x 1 W, T Rail _��M Guard Slotted Holes _L� _� , 31/811 9 (Min.) oo oc Steel Post F I I I Depth Stee I Post Connection to % culvert slab (use when there a(ASTM 11 % is less than __TZW_ 4411 cover over %IIx 10"x roll culvert slab) A36)P I ate Culvert Slab > 1 1/4" di a. Holes Post(s) may require field modifications to ensure _T 3/4" d I a. (ASTM A307) Bo I ts w lWasherS7 proper guardrail height. Bolt length slab+ 1/4"x 6"x 8"(ASTM A36) olip topside washers If Steel Bottom Plate necessary to clear weld. (151'6" Holes) Direction of bolt placement is upward. *LOWFILL CULVERTPOST FOR USE ON NON -BRIDGE CLASS CULVERTS ONLY ROUND WOOD POST A 29y 1, X 11/1,, S I otted 32 8 C+D I t =m Holes (Typical) M CD ct) _T CT M C� i 9? W I I I 1 144*1441 - Y4 " x 2 1/2 11 S I otted Holes (Typical) ELEVATION 12 V2' (NOM.) W-BEAM SECTION 25 foot sections may also be supplied (See General Note 2) MBGF length of need (L) A --- Terminal Anchor Section (TAS) 25' 6'-311 61-31, '-3" UlFeQT[Qn OT (See Options Below) ** TERMINAL ANCHOR SECTION (TAS) Adjacent Traffic Terminal anchor sections are only for downstrean use, when located outside the horizontal clearance area of opposing traffic. Provide 4 additional Y4" holes in end of terminal rail section 8 %"x 2" hex bolts with nut and 1 Y4 x 3 " x 3/16 " p I ate washe 13/1�' o es Z W-Beam Rail Top of sp 12 0 � � ; �2 r ft loll x 1/4" x 15 V2" lit W-Beam with 2.- -0- - -1 /� % �-'_ % standard splice connection 0 A lit it /Z 4 1 �2 12 0 411 70 oj t 4 4 Finished Terminal \<,� Max.1 1, it I Grade 3/le Connector 0 C (See detail) (Do 0 0 PIZA�Nw *� Mal 1\1/4 4 4' 0 0 Max. Top Of V Finished 'F :2 D , 3 /4" 0 4 Post Bolt L Varies lice Bolt L 1 1/4 It or 2" Ova I Shou I der $M a5/. Button Head BUTTON HEAD BOLT (See General Note 3) o Grade _ 0 61, 11 - - - L 6 x x min. x 16 Y4" bent to 700 Oft W8 X 18 tl�_ 4 1" Dia. 4- 0 If or 2 X1 6 Y, W8 X 18 -4 n Ici Note: Terminal Connector to be It S 6"X 5/16 4 _Efl (2' mi Holes for7/8" x 2 welded to 700 or 12" (2'-4" min) used with terminal anchor Hex Bolts with Nut and x VIG"x 16 Y4" plate 1 Y4 It 0. D. Washer. post options 2. bent to 700 10 Ga. OPTION (1) OPTION (2) Note: This anchor post requires four additional Y4" holes Note: This anchor post requires the use of the 10 go. T IS)— (A (shop or field) in the rail member with eight %" hex terminal connector with four Y8" hex bolts with bolts with nut and plate washer. nut and washer. 21-611 4 clit, 11 H LL - - - F ,,--Term I no I Anchor Post < TERMINAL ANCHOR POST OPTIONS at 100 C! 4 1" Dia. (See General Note 11) D', re * I ral I _t�irtermino Holes * 01 11 It m I �n Terminal 2 4 1 411 Notes: Anchor Post Either concrete anchor may be used :1� I I = A with either post option above. 18" dia. round No construction joint is allowed in the concrete anchor. by 5'- 0" deep or 1611 square Terminal rail may be bolted t - 0" post and in twist position prior by 5' 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) 301, square x 2'- 411 deep or 3611 dia. round (min.) by 2'- 411 LL Deep Anchor to Place face of post approx. on (� of anchor 7 1/4 It 8 29/3211 x V8 1 4 '/4 41/411 Slotted Holes. (See Note 3 — I — T for hardware) 2 V2 Ilx Y4 It S lotted Hole TERMINAL CONNECTOR For connection hardware to concrete rails, see the MBGF transition standards. 12 1/2 2",41/4". 41/411.211 RAIL SPLICE DETAIL GENERAL NOTES I % Button Head Post Bolt with Nut and 1 Y4 "0. D. Washer. (See General Note 3) Direction of Adjacent Traffic % " Button Head ice Bolts and Nuts ie 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 V2 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 N 11 O.D.)washer and not more than 1"beyond it. Button head "splice"bolts (ASTM A307) (ire % 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, "Ga I van! zing. " Fittings shal I 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 1V: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. solid rock is encountered within 0 to 18"of the finished grade, drill a 22" If 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 G 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,"Hydroulic Cement Concrete."Concrete shal The subsidi ary 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 materi al posts and/or blocks. !P . , * ....... ................. EMMANUCUL DE PAU 82627 F- .7 TexaS Deporffivnit of Tronsportatlon Af Deslign DIvIslon (Roadway) METAL BEAM GUARD FENCE FILE., rrbgf 09. dgn CK: DN: AM CK: AM Dw: BD @TxDOT JULY 1994_ DIST FEDERAL AID PROJECT SHEET REVISIONS 136/49 F_ HwAY COUNTY CONTROI 1 SECT 'OR I 11713110111Y (D 0 . L a) a) * > (10 * (D 0 * 0+- CL W (0 DO L-- C.0 0 -- �'V E L CO 0) a) 0 L C 0 (1) .- a 0) DL CO C C >) C 4-- CO X 0 0 (D 4) L I-_ L C 000 4-- — a) a) (0 0) .C�- L 0 4-0 Q) E Im > 0 x C'O .01­_ 0 'a>) 0 0 L 0_0 a) C: C (0 L 0) > 0 L Z) 0 E 0 W 0 4-- (D (00 L 4- -1- 'a-0 C_ a) L---- L 0 _�Z -0 L -0 ­0 C: �-., 0 0 0 C: C C +-00-- V) CL 4- CO L U) 0 4) 0 Z >� L 4-- -I- -1- 0 L 0 L (0 (0 4) Lo 2 +0 (0 31; :3 E UJ :) (0 L M 000 OZ 04- <.0 _J I-- L Q 0 0 0 r- 0 x+_ <I- 0 _J a- V) _J UJ _7G GuardralIF60 End payment for terminal installation (EA) begin payment for standard metal beam L.guard fence (MBGF)(LF) Standard MBGF postsl 6t- 311 1 6/- 311 8 Oval Shldr. button head % " x 1 1/4 " HGR sp I i ce fl& nutsF334o-G boltsF336—oG 1"Hex nut & washer each end Finished Grade, 11 8 x % x 811 Bearing fLF782G a 0 a) -1- -1- a a FLn 0 1 1/8 D hole 50' Standard Installation 61- 311 6/_ 311 8 Oval sh1dr. button head % x 1 1/4 HGR sp I ice bolts� & nuts 1_4 1­4 I _J I _J Wood post Pipe sleeveF705G� BCT cable Ass'y.[300OG Angle Strut F33875G Long X 9 1/2 Hex. hd. bolt & HGR nut with 2 washers Steel tubeF724G] BEARING PLATE f 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) A PLAN in MBGF length of need 61- 311 6'- 3" C k4 I I Finis i , Grade I _J TYPICAL ELEVATION (TYPE 1) (See Section B-B for Post and Tube) (See Section C-C for Post Only) x 1 Ou Lon 7 '/2 �H a 0 t HGR bolt 350� with nut&HGR Hex.nut 334OG &(1) (Washei­P_3_00G�under nut) It x 18" Long % HGR bolt with HGR Hex.nutF334OG &(1) (Washer ----]under nut) F330OG f SECTION A -A (at post 2) Finished Grade %it x 7 1/2 Hex. Hd. Bolt & NutF34787G Steel tube F741G] Cob I e Assemb I y F3_0_0_0G_1 811 x %it x 811 -_ Bearing fE F782G] Angle strut y L V %Jvk'j Bear Guardrail exit sio I t away from Cable anchorF7044A traffic TJ Terminal U F9_95A] _ 1 V2" GuardrailFG62G 2-Object Markers on front face ____ I F6018B -Right -Left TRAFFIC Do not attach rail to post (D. This applies to this "wood" post design. 6/- 311 6t- 311 Wood post % It x 4 11 Lag screwis I B 2-Object Markers I F-9 r �i I on front face f �Mlralll- 1­4 I _J C Wood post Toe nail Wood block 1111-2 % X 9 V2 F-3497G Large Hex Hd bolt & nu� (No Washers) SECTION B-B (Typ. at Posts 3 thru 8,Type II & III) 251 at 25:1 Fiore rate DETAIL A Placement at curbed locations (See General Note 4) A Cable Anchor I F7_6�4A 7Angle 1 Strut I I U Nil dia post hole with it F3_5__8___1 F3_3___1 % x 18" CIG bolt & HGR nut 4OG 1 % 0. D. washer 330OG under nut only F Wood B I ock 8 Deep beam guardrail Wood CRT Post Finished Grade 31/2 d i a. breakawa holes SECTION C-C Face of (Typ. at post only positions) curb 5'-011 50' Approach Grading C 0 Approach gra V ding may be decreased or eliminated. As directed by the Engineer. Oil 4- a 4) DIRECTION OF Edge of pavement TRAFFIC Approach Grading 4- OV : 10H or Flatter) 0 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 thru 2 Posts (3) thru (1) Type II Posts $ thru Posts (5) thru @ Type III Posts T thru 6 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 looking device,(vice grips or channel look 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. Y4" dia. hole K, \ JJ WOOD BLOCK Y4" di hole 2 1/2 d i hole d i a. hole BILL OF MATERIAL Code POST & TUBE TIONS DESCRIPTION 7 -yp—e Id Qt rT —yp e II Qty. TJy pe 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 Y8 41 min 741 G 0 1 2 6 Steel Tube - 6" x 8" x 54" x 1/8" min 41 47B 2 1 4 8 Wood Posts - 5 V2" x 7 V2" x 45" 4063B 6 4 0 Wood CRT Posts - 611x 811x 7211 4075B 6 6 6 Wood Block - Vx 8IIx 1411 705G 1 1 1 Pipe Sleeve - 2" std. pipe x 51/2" 782G 1 1 1 Bearing Plate - 8"x 811x % It 704A 1 1 1 Cable Anchor 300OG 1 1 1 It Cable Assembly (Y4 x 78") 33875G 1 1 1 Angle Strut 995A 1 1 1 ET-2000 Plus Guardrail Terminal HARDWARE 5148G 2 2 2 Y4 " x 9 Y2 " Hex Hd (Top of tubes 1 &2) A325 330OG 7 7 7 5/8 " Washers 3478G 2 4 8 It % x 7 '/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 Bo I t (posts thru (2j) 336OG 1 16 1 1 ro 16 %" x 1 1/4" HGR Sp 1 1 ce Bo I t 3340G 25 27 31 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 Y4" Washer 3704G 1 2 1 2 2 It Y4 Heavy Hex Nut 3497GI 0 1 2 6 %" x 9 V2" Hex Hd (Top of Tubes 3-8)A307 �—Bottom of Texos Departimnt of Transportatlon post DesIgn D/vIslon (Roadway) All measurements should 0*: 0 ... . ................ SINGLE GUARDRAIL TERM"INAL be taken from bottom of POsts-g EMMANUEL E PAI A WOOD POST 82627" o (ET-2000 PLUS) .... rA� ...... (WOOD POST) POST & TUBE OPTIONS Ice,% 0 Mc. -09 SGT (7) Type I Posts thru 2 Tv. 9-r�pAo, F- ;w-1 FILE: sgt709.dgn ON. MAM CK: MAM I Dw: BGD CK* 4 Type II Posts $ 8 Type III Posts (D thru (B) (K)TxDOT APRIL 1997 DIST FEDERAL AID PROJECT SHEET REVISIONS 3T 49 COUNTY CONTROLISECTI JOB HIGHWAY PEDESTRIAN RAIL COMBINATION (TRAFFIC/PEDESTRIAN) RAILING TYPICAL TWO-WAY ROAD N. T. S. 0 jcjk-,. I iv 11 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 SECTION N.T.S. N. T. S. m 4" SIDEWALK FACE OF PIPE RAILING 1/4 IN/FT PEDESTRIAN RAIL ATION (TRAFFIC/PEDESTRIAN) PEDESTRIAN RAIL nON (TRAFFIC/PEDESTRIAN) NQI:� 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 "Am 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. F 3'-6" # 5 @ WINGWALL SEE NOTE 12, SHEEr 7 FOR CONNECTION INFORMATION FOR RAILING MNFORT5 COMBINATION RAIL OF .............................. t.100. EMMANUEL DE.P�y ...... �01 81, D� VARIES VARIES VARIES 2'-6" # 5 @ 6 11 0 C E.W. # 5 9 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 I Huitt—Zollars Inc. Firm Registration No. F-761 TIRE N�. BY: D.W. FILE No N.T.S. lc�-al*71< lWa 49 CA INT. EXPANSION JOINT AT INTERIOR BENT 31 TOP OF PIPE "-3" Min. CONC. SLAB EDGE OF SLAB it NEW EDGE OF SLAB WASHER & HEXAGON HEAD NUT 4 4 r 4-1 1. .41 4� 4 4 .4 T. ... .. < 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"=l*—O� 5 — 3/4" BOLTS 2 1/2" x 1/4" WASHER frs 1� 00 z < < . f� I L� CONC. SLAB TYPICAL SPAN - ELEVATION SCALE: 1"=l'—O" —SEE BRIDGE LAYOUT FOR LENGTH OF SPAN — BASE PLATE (TYP) 1/2" (Min.) TYPICAL SPAN - ANCHOR BOLT PLAN SCALE: 1"=I'—O" C-4 t 4 ll� rl In a 2 1/2" STD. WT. PIPE SLEEVES (Min.) FOR PEDESTRIAN RAIL 8" RADIUS —1/2" PLATE f— 1/2- PLATE (TYP) TYPICAL SECTION THRU RAILPOST SCALE: 1 1/2"=l'—O" 8" LONG SLEEVES SEE SCHEDULE FOR SIZE 3 1 (Min.) 1110ZI 5 — 3/4" BOLTS x 10" (Min.) BASE E DETAIL SCALE: 3"=l'—O" PIPE END DETAIL SCALE: 3"=l'—O" /4" T "OP OF WNGWALL kBUTMENT IENT APPROACH SLAB EXPANSION JOINT ATABUTMENT 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 -OR 3/4" BOLTS OF -414 ........ N4,11 ........................... EMMANUEL DE PAU 'Q ' Huitt—Zollars Inc. Firm Registration No. F-761 SPLICE DETAIL AT INTERIOR BENT SCALE: 3"=l'—O" NOTE: ONE SIDE ONLY __7 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" J.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" �m "Y.. � �m: FAD/MDA COMBINA110N RAILING DETAILS n or. D.W. WT N� 3 4010 TYP E 1 PERPENDICULAR CURB RAMPS Street Pitch A Planting or other non —walking surface :;;ago 6*r.=. M cross S%ope 1-.50 TYP E 2 MOO .... ... amp 6urb r1o" J-.12 TYP E 3 PM A Arxt%LLEL CURB RAMPS Perpendicular to the Tangent of the Curb Radius and Contained in Crosswalk Planting or other non —walking surface CROSSWALK TYPE 10 Romp sidewalk Wide sidewalk TYPE 11 TYPE 21 11 - 4. V A. A -A.*, % ..e. % W W W W ww* 0 4 1, V 4 q V CURB171AMPSAT MEDIAN ISLANDS FX/-% TYPE 12 Apron offset sidewalk TYPE 7 Romp Limits of Payment a & p A4 IQMAV��e = '5' SidewOlk LondirIg 4 Cross slope not to exceed 2X on any nortion of ram or P, transition to street. ZR('11,np 41 Widflt�j Z DIRECTIONAL RAMP WITHIN RADIUS (Sidewalk set back from curb) TYPE 10 Romp Limits of Payment Planting or other non —walking surface TYPE 13 Setback sidewalk 5 8 SideWolk LQt7dir?g Cross slope not to exceed 21 on any 4-: 9 por on o ramp or 41 transition to street. r f)p nP DIRECTIONAL RAMP WITHIN RADIUS (Sidewalk adjacent to curb) General Notes A 5 foot sidewalk width is preferred. Diagonal curb romps with flares shall have a 24" long section of straight curb located on each side of the curb romp 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 romps shall have a light reflective value and texture that significantly contrasts with that of adjoining pedestrian rout es. Textures may consist of pavers with truncated domed surfaces or rooves. Textures are required to be detectable underfoot. urfaces 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 romp 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 romp. If a romp 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 romps shall be provided wherever an accessible route crosses (penetrates) a curb. Curb romps 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-- ­ ­­ I - PROJECT TITLE: 1 GENERAL NOTES AND TYPE 4 RAMP 12ZOO VIEF OF 2 H A 1IR-11INt I S C 0 U N T Y REPLACED RAMPS TYPE 5 & 6 NTH RAMPS TYPE 7 & 10 06/09 JIVIH 01 DRAWN BY: SHEET DESCRIPTION: JOB NO: VEF PEDESTRIAN RAMPS ..................... ........... t. CK'D BY: FILE NAME: 00 EMMANUEL DE PAU 0 PUBLIC INFRASTR U-ICTUTZ"FE DEPARTMENT 0 ................................... 00 TYPICAL DETAILS RAMP —DETAILS 0 82627 SCALE: FILE NO: 1836 1101%. SHEET 1 OF 2 EN NTS .......... Huitt—Zollors Inc. 7PPROVED BY: SHT 1\10�0�49 ENGINEERING DIVISION Firm Registration No. F-761 r�5�E/25/2000 G;\ACAM0\1W_SWNftAMP—=AIUS TYPICAL INTERSECTION LAYOUT WITH OFFSET SIDEWALKS Perpendicular Curb Ramps n mmi=* --, Perpendicular to the Tangent of the Curb Radius and Contained in Crosswalk 4'— 0" min. �00 Single Diagonal curb Ramp Per endicular C2 Ramps TYPICAL CURB RAMP PLACEMENTS AT INTERSECTIONS ed curbs nitted iormally 5'-6" MIN. 1/2 to MMAX. 4" TYP '*f 4 ROADWAY 7_ 7 A- . , 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 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 f FA11 9 a A D I A WK9 13 0 0 0 0 0 0 0 0 t / //0 Concrete paver with truncated dome surface to to PUBLIC INF-R-A-STRUCTUI(EE DEPARTMENT ENGINEERING DIVISION, (Typical) er with truncated t e flare (Typical) 1/2 M A XA.- "' 4 M - I ROADWAY 'A* r -'A* 5'-6" MIN. 4-1/2" TYP. -V �SAWCUTAND 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 op— 1/4 to Ramp surface to have contrasting color from adjacent surfaces Groove pattern Side flare (Typical) TYP E 8 Groove Pattern Curb Ramp (15 Degree to Horizontal) General Notes Concrete surface areas that are identified in the Ions to receive sealer/stain treatment, shall not e 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 �leaned 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 A . NU . EL .. D . E ...... 000 ...................... ...... 82627 �01 Q� it Huitt—Zollors Inc. Firm Registration No. 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: APPROVEDBY: SHT N%/49 5/25/2 00 1 1 0: \ACAM 0\7W_SW\RAMP—MA&S SPECIAL TRAFFIC REQUIREMENTS r Lb d> CD Cl) C14 no, 1 9 00 UP C� _J _J A W10 MIN. 10' LANE L """ 1� ( : U6 0 10 16 txp h y 1771 I - I 0' TO 7 5' 7— WORK AREA DIST. VARIES 100 1 It X ) 0 .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 sFacing for c�anne izing devices) OFF —DUTY UNIFORMED POLICE OFFICER J__L_L TYPE III BARRICADE 0 FLASHING ARROW PANEL o TUBULAR MARKER Min. Desirable Taper Length 1" Posted Speed (mph) Sign Spacing PIX)o 10' Off set 11' Offset 12' Off set 20 35 25 55 30 85 30 120' 150' 165' 180' 35 120 35 160' 205' 225' 245 40 170 40 240' 265' 295' 320 45 220 45 320' 450' 495' 1 540' 50 280 50 400' 500' 550' 600 0 55 335 F 1 55 1 500' 550' 605' 660 0 * ENGINEER TO STRIKE THROUGH ALL SPEED LIMITS NOT APPLICABLE Al E I F I MOUNTING HOLES _PJ CHEVRON FOR VERTICAL UTILITY WORK RIGHT LANE CLOSED <i END ROAD WOR < > PANEL OR CHEMON AHEAD CW21-7D CW20-5R 48 X 48 G20-2a CW4-2R CW1_8 48 X 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 'N 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 I REV I DESCRIPTION I APP I DATE I HUITEZOLLARS 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 W Huitt-Zollars Inc. Firm Registration No. F-761 SURVEYED BY: DRAWN BY: HUITT-ZOLLARS JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DING RUE: CHECKED BY: 1168-TCPT.dwg EDP CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281) 471-5020 L — L 1&1611181" 01,11A , W'1 ; FJ J :4 DILIL'I J."t A - IIIIIIIII DRAWING SCALE SHEET NUMBER HORIZ: As Noted VERT: N/A 1420F49 FOR REDUCED PLANS PROP. 10' CONC. PATHWAY 10' PAY LIMITS CD CD �6_' co CD c� 0 cl) 0 D SEE DETAIL-2- SEE DETAIL 1 i5ll A rPROP. 10' SHARED -USE ) PATHWAY SEE DETAIL 3 [A 171 �1: Yl wi5 z U) X X� LEGEND FsM PO 9__� FILTER FABRIC FENCE FENCE SEEDING SODDING rz�_/ L A 11 1 IV -TSBBT- STABILIZED CONSTRUCTION ACCESS BEGIN PROJECT PROP. 10' CONC. PATHWAY r-10' PAY LIMITS SEE DETAIL 3 PROP. 10' CONC. PATHWAY DETAIL 7 SCALE 1*-W z 1 Ol PA 10' CONC LIMIT, 0 ED-USE PATHWAY CROSS SECTION A -A FROM WILLOW SPRING BAYOU TO SPRING GULLY DETAIL 5 SCALZ 1*-5V 10' CONC. ky PROP. 10' CONC. PATHWAY FILTER FABRIC FENCE BEHIND CURB 119WEIN *zT$l*,W:(4TON C-C FROM 16TH STREET TO 91FA STREET R.O.W. 4DIllatT07�1wl M MEAN a I w 11, FWN DETAIL 2 SCALE lm-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 �/_Hui �-Zol2ars lnc.�;/g*/� /5� Firm Registraflon 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-Ol.dwg EDP CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281) 471-5020 vild .- = lkilli0al 4A. Al STORM WATER POLLUTION PREVENTION PLAN DRAWING SCALE HORIZ: I" = 500' VERT: N/A SHEET NUMBER 430FA 0% 4w FnR RF:nl lr.Fr) P1 ANIR Ca U) 7t L9 CD C� C> N Cl) C\I 9 00 (0 C� 0 MA 1. SET POSTS AND EXCAVATE �'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). PLAN EXTENSION OF F INTO TRENCH FLOW FILTER FABRIC 2. SECURE WIRE FENCING TO POSTS (SEE NOTE 2). 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SE0TION_0 POINTS A SHOULD BE HIGHER THAN POINT B, OR AT TOP OF BANK (TYP) "V-DITCH"__ SECTION/ELEVATION CONSTRUCTION NOTES: OF 6 FEET APART AND EMBEDDED A MIN OF 12 INCHES. I. SET 2 INCH BY 2 INCH WOODEN STAKES SPACED A MAX 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 NA71URAL 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 Iiiiiiiiiiiiix SYMBOL REINFORCED FILTER FABRIC BARRIER A MIN (SE'E NOTE 4) PLAN TRAPEZOIDAL SECTION/ELEVATION 1. SET POSTS AT REQUIRED SPACING. 31 (si�c 3. A171ACH FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. EXTENSION OF FABRIC INTO TRENCH FILTE FLOW 2. EXCAVATE A r xe TRENCH UPSLOPE ALONG THE LINE OF STAKES. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL, B 18' Iwav EE NOTE 2) ALTERNATE V-TRENCH EXTENSION OF FABRIC INTO TRENCH 7,7' F7 SEgn!j WETEERNATE X 1 . 2 INCH THICK BY 2 INC14 WOODEN STAKES TO BE SET AT a 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 [NCHES 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 CONSTRUCTION NOTES: 0 a a a 0 a a 0 a INLET F — 0 jj OC 0 9 0 a 0 0 I L 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 50' MIN PUBLIC FRIGHT-OF-WAY SEPERATION GEOTEXTILE FABRIC FOR FULL WIDTH AND LENGTH OF EXIT EXISTING GROUND 1- 9' MIN GRADED TO PREVENT RUN-OFF FROM LEAVING SITE PROVIDE APPROPRIATE TRANSITION - BETWEEN STAB!UZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF-WAY 1- 5OR MIN F COARSE AGGREGATE PLAN VIEW PUBLIC T-OF-WAY CONSTRUCTION NOTES: 1. LENGTH SHALL BE AS SHOWN ON THE CONSTRUC110N DRAWINGS, BUT NOT LESS THAN 50 FEET. 2. THICKNESS SHALL BE NOT LESS THAN 8 INCHES. 3. WIDTH SHALL BE NOT IESS 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 T AREA. AN OUTLET SEDIMENF TRAP MUST BE PROVIDED FOR THE TRUCK WASHING AREA. 6. SEE COH STANDARD SPECIRCAMON FOR STABIUZED CONSTRUCTION EXIT. 7. STABILIZED CONSTRUCTION EXIT SHALL BE MAINTAINED FREE OF SYMBOL (�TAPII 17p'n rOr\IqTPI IPTInKi 17Y[T WOOD OR METAL STAKE (MIN 2 INCH BY 2 INCH WOOD POST) POST SECTION D SYMBOL PLAN SILT FENCE INLET PROTECTION BARRIER 2 INCH BY 2 INCH WOOL) 4 '"' r COMPACTED SOIL STAKE EMBEDED 8 INCHES TO PREVENT PIPING STAKED STRAW BALE 14271 4 FLOW 4 . i-!NLET SECTION 11,1192 1 W07131111HETATS =rr 24 INCHES CONSTRUCTION NOTE: I. SEE CONSTRUCTION NOTES FOR RFB. CITY OF HOUSTON DEPARTMENT OF PUBLIC WORKS AND ENGINEERING ENGINEERING. CONSTRUC'nON AND REAL ESTATE DIVISION 1 STORM WATER POLLUTION PREVENTION PLAN DETAILS (NOT TO SCALE) WORKS AND ENGINEERING EFF DATE: OCT-01-2002 DWG NO: 01571-01 HUITT~ZOL"RS 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 �� OF .............. . 82627 a;r Huitt =ollars Inc. Firm Registration No. F-761 SURVEYEDBN. 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 SHEFTME: FAIRMONT PARKWAY SHARED USE PATH SwPPP DETAILS DRAWING SCALE SHEET NUMBER li FOR REDUCED PLANS HORIZ: As Noted VERT: N/A BEGIN PROJECT F ri : w zoi t� LO CD 0 Cli z 1 9 CO (D 0) 0 SRI I wai z WE :3 LEGEND LITTER BARREL "USE LITTER BARREL" SIGN D9-413 (24" X 30ff) I— T I 2.25 24 01 I SCALE (1: 500) HORIZ ENOMMONNIIIIIIIIIIII 0 250 Soo 1000 See page 6-46 D9-4b *Smaller plaques may be used LLI-r-1-11 1-1-1-11 for symbol design in rest areas. �6 COLORS:LEGEND - WHITE (RETROREFLECTIVE) w BACKGROUND - BLUE (RETROREFLECTIVE) 3-49.1 REV DESCRIPTION APP DATE FAIRMONT PARKWAY PROP. 10' SHARED -USE PATHWAY a V) END PROJECT HUITEZOLLARS 1500 S. DAIRY ASHFORD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 t Zollars Inc. ?""`Hu�ift-ZoIIamInc e Firm Registration No. F-761 SURVEYED BY: HU117-ZOLLARS DRAWN BY JMH PROJECT NO: DESIGNED BY: 02-1168-01 JMH CAD DWG FILE: CHECKED BY: 1168-SWOMP-Ol.dwg EDP OWNERICLIENT: CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281) 471-5020 SHEETTITUE: FAIRMONT PARKWAY SHARED USE PATH STORM WATER QUALITY MANAGEMENT PLAN DRAWING SCALE SHEET NUMBER HORIZ: 1" = 500' OF A1% VERT: N/A 4-5 09 4w Fr)R RF=ni irF:n PI AKI.q p w I CURB" �.o< *R1 NEW= offiffiel in SEE TABLE 1 *R2 I �,— � 3�: 1 1 1 11 1 3�� 1 1 0 PUBLIC STREET DETAIL "A") R.O.W. 1+ Z'�W. /--WIAT MtrLr_tIUMILrU Wr1IIL RAISED PAVEMENT MARKERS (TYPE 11 C-R) 80% OF STORAGE LENGTH 4" WIDE DASHED WHITE STRIPE 32' 32' 8' 8' 8" WIDE SOLID WHITE STRIPE 500'R_ 7 SEE DETAIL "D" 500'R RAISED ESPLANADE 100' MIN. AT MINOR STREETS IP , 11 100' MIN. P.1 150' MIN. AT MAJOR STREETS 160' DESIRABLE 40' 1 5'� 12.5 25 L 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. LEFF 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 llDll ESPLANADE NOSE CURB I u Dc rp Lg� TYPICAL CURB SECTION PAINT FROM THE BACK OF CURB TO THE GUTTER LINE IN me, DETAIL "All NON-REFLECTORIZED WHITE 8" WHITE STRIPE RAISED TRAFFIC BUTTONS 0 E 0 0 0 0 0 El 0 171:!:� '0 El 0 El!!:: _5' _5' 5' lc-n xDn IN I r� I I - - - - - - FOR DIVIDED ROADWAYS USE 4" SQ. 2-WAY REFL. PVM'T MARKERS (TYPE 11 C-R). CENTER LINE DETAIL TANGENT SECTION 40' 40' E 1 4* E3 eP E 11 A -A PVM'T MARKERS 4" YELLOW STRIPES CROSSHATCHING DETAIL 40*00 DIRECTION OF TRAFFIC 4" SQ. PVM'T MARKER 4" YELLOW TRAFFIC (TYPE 11 A -A) BUTTON (NON-REFL.) E 2" FROM STRIPE 2" FROM STRIPE/7 0 7?a<T 0 0 24" WIDE SOLID YELLOW STRIPE @ 45- (20' C-C) DIRECTION OF TRAFFIC ��, E I e� 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' E 1 4* 171 E 9PE 11 A -A PVM'T MARKERS 4" YELLOW STRIPES 1 11 CONTINENTAL TYPE 24" WHITE STOP LINE 1 8' 1 4' 1 24" WHITE STRIPE--,, tm f-m (1) LEFF 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 80-38' 90' W/5 >38' N/A 15' PAVEMENT MARKER LEGEND SYMBOL DESCRIPTION E] TWO SIDED REFLECTORIZED RAISED PAVEMENT MARKER El ONEE SIDED REFLECTORIZED PAVEMENT MARKER 0 NON -REFLECTIVE 4 ), DIA. RAISED TRAFFIC BUTTON 12" WHITE STRIPE I STANDARD TYPE I , �U"� ---d I STREET TWO-WAY LEFT TURN DETAIL "B" CURVE SECTION NON-REFLECTORIZED WHITE TYPICAL TWO-WAY LEFT TURN SECTION RAISED TRAFFIC BUTTONS­ N3( _)o( _>o< -)O<- 8" WHITE R.O.W. _>04 -Z STRIPE 4" 2-WAY REFLECTORIZED D Li 0 �,E] 0 0 0 R3-9b 4" 2-WAY REFLECTORIZED I � Z --6-F YELLOW RAISED PAVEMENT YELLOW RAISED PAVEMENT 0 0 19 EDGE OF SHOULDER 24" X 36" MARKERS (TYPE 11 A -A) MARKERS (TYPE 11 A -A) 7 o 1:1 10 2�� o 2 1 5' 5' DIRECTION �-131�� XX ->13< XX Kl< MON. 4" WIDE DASHED WHITE STRIPE 24" WIDE SOLID YELLOW 20' 20 OF TRAFFIC STRIPE 20' C-C @ 45' 2-4" WIDE SOLID YELLOW STRIPE (8" C-C) - SEE CX 0* - EX - o< IN (SEE CROSSHATCHING DETAIL) '3< -4-1 8' 1 32' 8' 32' "C', 80' 4" SQ. 1 -WAY REFLECTORIZED WHITE _>o< I XX XX �-D<_ DETAIL XX ->O( o< RAISED PAVEMENT MARKERS (TYPE I-C) 13( ot SEE NOTE #4 6 XX _)o< %L , =1 n �_, - ;;13 500' R TWO-WAY LEFT TURN ficif �00< TANGENT J _>o< XX DETAIL 4" WIDE DASHED YELLOW STRIPE 500' R SECTION 8" WIDE SOLID WHITE STRIPE (SEE DETAIL "B") TANGENT SECTION X3 - _)o K3 ->13 �.o )o 0 4 4" SQ. 1-WAY REFLECTORIZED WHITE P.I. 160' DESIRABLE P.I. 100' MIN. AT MINOR STREETS 24" WIDE SOLID RAISED PAVEMENT MARKERS (TYPE I-C) 100' MIN. 150 �MIN.AT MAJOR STREETS WHITE STOP LINE (TYP.) _>o* XX NON-REFLECTORIZED YELLO I W 5' 5 5' z RAISED TRAFFIC BUTTONS 4" 2-WAY REFLECTORIZED \\4 F`� TYPE I-C PVM'T. MARKERS @ EDGE OF SHOULDER YELLOW RAISED PAVEMEI\ 0 20' C-C IN CURVE AREAS ONLY IT z 0 7 El z�E 0 7'�] Eli* 2�:� El EE 0 2��t El ��E MARKERS (TYPE 11 A -A) 0 jz:� — (SEE NOTE #5 FOR TANGENT SECTIONS) 0 0 Elz* 0 El E '0 :��: E R.O.W. 4"WIDE SOLID WHITE STRIPE-/ — r�/�R.O.W. Xjv, 40, �-o< 40' X3 1.0 1 - I 4" YELLOW STRI 7 PES PUBLIC STREET 4" 2-WAY REFLECTORIZED YELLOW NO. REMSIONS DATE NWE RAISED PAVEMENT MARKERS (TYPE 11 A -A) 7m/w R" FAIRMONT PARKWAY SHARED USE PATH ]F 2 ADIM 00011101MAL CROSINIALK ALP HARRIS COUNTY ORAMBr, wm DDsCwuw 3 ADOW RNNT IM LANE 4/19/01 AM *00 RLS PAVEMENT MARKING DETAILS 4 mmm affm Loan IASI/" "s 0 .............................. IA - PUBLIC INFRA.STRUCTUIWIE DEPARTMENT I ....... ...... If 82627 0' RUM NTS lkk,,S� ........... DAM �TM ENGINEERING DIVISION /oNAL V:g0' Huitt-Zollars Inc. !� 6 Firm Registration No. F-761 qL99 46/49 QAACAM0\7RAFR0 STM1DARDS\PWM 18 R=1)!r 6" 3 2"C 18" 6"C* 24" 6" BR1 BR1-1 reduce spacing 40% Legend — White (refl.) Legend — Red (refl.) Background — Red (refl.) Background — White (refl.) 3" 2 " W 1 Y; t: CL L0 0) C> vi C14 46 0 3 17/0 Legend Block Background White (refl.) R=1Y2" 12" R9-5 Legend Black Background White (refl.) 12" 1 X" 18 ft %11 -y4 to ob 0 D X *reduce spacing 60% R7-9 Top Left — White on Red Legend — Red Background — White (refl.) 5 " 3 IS 2 IfIc in 2"C 1 $9 2 00C 2 to 2"B* 3 sic 1N) 3 )PC '3"D 2" 3"D 2 " NN 4" 5"C R3-17 Background — Block Bottom Legend — Black — Background — White (refl.) 18 " R=1)!r 12" V� LD TO 6Z, PEN) R9-6 Legend — Black Background — White (refl.) R-1Y2" 12" 18" 5 " 3 " 2"C 2"C 2"C z" R7-9a Legend, Circle & Dia. Red (Refl.) Border, Letter "P" Block Background — White (Refl.) 5"Em 2—y2" 2VC in :?X"C 3y2" 4"C $PC 2h" 41 ft� Bog I 11PI 4 of 2X2 4"B 3X2 to R5-3 Legend — Black Background — White (refl.) r5% to 2%" 3"C* 1" 1 of 5 " 5" 1" 1 to 3"C* R3-16 Legend — Black Background & Symbol White (refl.) R=1Y2" 12" 0 IN lli! Flip, 'C A , 770, 19 R9-7 Legend Block Background White (refl.) Circle & Dia. — Red (Refl.) Symbol — Black Background — White (Refl.) X" 24 1 WIR _ 36 " 3V 4 f1c 2" D 4"B* 34" 10 YED4"13 3h R4-4 Legend Black Background Wbite (refl.) EVA oil, SR8-4 Legend — Black Background — White (refl.) R5-1 Ob 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—REFLEC11VE 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 vinyI 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 ......................... ...... ....... �00 82627 CENS Z Huitt-Zollars Inc. Firm Registraflon 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 )WNERJCUENT: CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TX 77571 (281) 471-5020 HEET 7nnE: FAIRMONT PARKWAY SHARED USE PATH BICYCLE LANE REGULATORY SIGNS DRAWING SCALE SHEET NUMBER HORIZ: I "=50' OF VERT: N/A 147 49 0 1 2 3 FOR REDUCED PLANS SPECIFICATION REFERENCE TABLE 17 8%" MATERIALS AND TESTS DIVISION SPECIFICATIONS Z,q- /0 1" 1 6" PLYWOOD SIGN BLANKS B-9-7100 4 5%" /1 ALUMINUM SIGN BLANKS D-9-7110 R 3 4 3" 9%" FLAT SURFACE REFLECTIVE SHEETING, TYPE C - I 3-YA44- (HIGH SPECIFIC INTENSITY) D-9-8300 2? 1 %" VINYL NON-REFLEC71VE DECAL SHEETING D-9-8320 536" 79" 6Y4" 4" 4 AV— 89fi" %n 1 1 COLOR USAGE REFLECTIVE SHEETING OR OTHER MATERIAL 1 1 6" /6 AV 2 BW1 -2R rl'B W1 - 4R 3 2% 4 73 L BW1-lR 3" 23fi" RED BACKGROUND TYPE C (HIGH SPECIFIC INTENSITY) W1-5R BW2-1 GREEN BACKGROUND TYPE C (HIGH SPECIFIC INTENSITY) WHITE BACKGROUND TYPE C (HIGH SPECIFIC INTENSITY) 2% 2-y2" YELLOW BACKGROUND TYPE C (HIGH SPECIFIC INTENSITY) BLACK LEGEND/BORDERS VINYL NON -REFLECTIVE DECAL SHEETING 5YA" WHITE LEGEND/BORDERS TYPE C (HIGH SPECIFIC INTENSITY) 1b GENERAL NOTES: 6%"J_6%" N I The alphabets and lateral spacing between letters and 3" 6" 02 numerals shall conform with the Texas "Manual on Uniform 7;%� 3" Traffic Control Devices for Streets and Highways", latest edition, 5 SIT 1 3"C and any approved changes thereto. Lateral spacing of text shall 3 provide a balanced appearance. All materials shall conform to 3" N4 Department Specifications. 7%" %" D 3"C Sign blanks shall be fabricated from 0.08 inch thick aluminum *4 3" 8%" W, alloy (Type A) or 5/8 inch plywood as noted elsewhere in the 6" 1 1 3" plans. Signs shall be mounted in accordance with Standard SMD -IN (series). ///BW2- 2 BW2-3 BW2-4 BW2-5 BW3-1 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% 8" 7 It so A 5 L; 078 ---- 11 1 A 14M �"4� 5 3 4" It OF 11 r 11 V If ki it MAR cm 5 %" I rI t Le f� of I jur 8 ICY BW5-4 61X6" I 61X, reduce S Lj TV3-3 BW7-5 BW8_1 0 1 % PO spacing 40% MW1 1 —1 %5; Iwo Top circle - red, middle circle - yellow, and bottom circle - green. ca LO U) C6 N 16 0 R=1X" 18n 5?" 6?" ��`IYV Y2" 1 AV 5"D 4 of A M1 -9 Bike, border & numbers - Black Background White (refl.) 'j-- R=1h" 12" 9 of of 4 it 1 i4m i%" M7-7R .r- R=1)!F 24 6" E3 LLD M4-11 T V .I_R=1Y2" 24 to - 3ND6" _M4-12 it 4 )PC in in 4 $PC 1 R=1h" 12" 9" 04" -140- 444" M7-1 j—R=1Y2" 1 12" T_ 'Cu" 90 2% %" %00 R=1Y2" j .12 9" M7-1 G 9 R=1Y2" 24" 1" 6" 4"C M4-13 1 Y2" Y2" M-41/to 9 D11-1 R 12" 7" 3y2" 3"C 12" M7-3GR 12 > 9" Y2.1 9" 9 X R=lY2" 12" R=1X" .12 9 of Ir* 3" 9 of It 3 -y4 3 to W_ �i 3%" I M7-2, M7-3R R=1X" to 12 of 12 F 9" 4 4%" 9 to to 3" it . . - 11%" . - 4 - 1 -Y of -Y4 .-a to 2%" *._ 14"If 2 1 4 M7_0N M7-5G Signs in this section: Legend - White (refl.) Background - Green (refl.) 1AV R=1X" �91 M7-2G R=1Y2" —12 M7-4GR R=11V 12 M7-6GR Signs in this section: Legend Black Background White (refl.) R=lV 12" I G D4-3 Legend Green Background White (refl.) R=1X" 12 2 to of 18 t 3" 3" of A M1-8 Bike, border & numbers Green Inside oval - White (refl.) 5X" 3h" 09B 2X2 3 to 3h" 5A4 4" 511D 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 MITE LEGEND/BORDERS TWE 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). ML 1500 S. DAIRY ASHFOERD, SUITE 200 HOUSTON, TEXAS 77077 (281)496-0066 Huitt-Zollars Inc. Firm Registrafion No. F-7 I 3URVEYED BY: DRAM BY HUITT-ZOLLARS JMH IROJECTNO: DESIGNED BY: 02-1168-01 JMH 'AD DWG FILE: CHECKED BY: 1168-BIKE-05.dwg IEDP aWNER/CLIENP. 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 OFAQ VERT: N/A NERIM RIP, Pin, WER,