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LOMAX JR HIGH SCHOOL ADDITIONS & RENOVATONS PH2 SITE PLAN
110 S �N m m ',b � w m Z Z 0 m� w oo ZF- : ad Uj > LLI W IW Z Q cf)LU I W Z � o>�-� ; oo00 Q���, a 1 ARCHITECT VLK Architects 7915 F.M. 1960 West Suite 214 Houston, Texas 77070 281.671.2300 La Porte I.S.D. LOMAX J NIOR HIGH SCHOOL PHASE 4 STRUCTURAL Matrix Structural Engineers 24 Greenway Plaza Suite 1508 Houston, Texas 77046 713.664.0130 Kalmans Marshall Engi 10930 West Sam Houston Pkwy, Suite 900 Houston, TX 77064 281.664.1900 neering Inc. CITY OF LA PORTE -SITE PLAN REVIEW CITYAPPROVING AUTHORITY CERTIFICATE THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF ADDITIONS AND RENOVATIONS TO LOMAX JUNIOR HIGH SCHOOL — PHASE H IN CONFORMANCE WITH THE ORDINANCES OF THE Cl OF LA PORTE. CIVIL Landtech Consultants Inc. 2525 North Loop West Suite 300 Houston, Texas 77008 713.861.7068 K3� DIRECAOR OF PLANNING kR ARCHITECTS VLK . Architects 7915 F.M. 1960 WEST Suite 214 Houston Texas 77070 281 671 2300 STRUCTURAL Matrix Structural Engineers 24 Greenway Plaza Ste.1508 Houston Texas 77046 713 664 0130 M. E. P. KALMANS MARSHALL ENGINEERING, INC. 10930 West Sam Houston Pkwy, Suite 900 Houston, Texas 77064 281.664.1900 CIVIL Landtech Consultants Inc. 2525 North Loop West 300 Houston, Texas 77008-1094 713.861,7068 FOOD SERVICE Frank Clements Associates, Inc. 10850 Richmond Ave #330 Houston , TX 77042 713.784.3212 DECEMBEF 10, 2008 CV LU o = C/3CL z C/3 O O Q O O = cU LU = _ W = C z o M F— o Q� 75 0 DIRECTOR PROJ. COORD. SJA TDK DESIGNER DRAWN BY TDK TDK SHEET TITLE COVER ISSUE DATE FOOD SERVICE OCTOBER 23, 2008 REVISIONS Frank Clements Associates,lnc. 10850 Richmond Ave. #330 Houston, Texas 77042 713.784.3212 PROJECT NO. 2775.00 SHEET NO. OF SHEETS COVER COPYRIGHT © 2008 VLK ARCHITECTS W r d I F S CD N = 0 w Z Z N N O m _� Z fl p� p z OQ Z Z W o o ¢¢ Q�z ° d W Z J Q 00 W Z co O �; O 0 N00as � l I in�I ■ I i ■ ' ■'�`■ i i IV ■ I. i ■ i ■ I ■ I I (■ ■ i ■ i ■ ipt1 � i % ' 120 ' ■ . �ti R 1 W° ■ (�! ■ ■ I . ■ I ■ 'I �II ■ i ■ i ■ ' ■ .■ Lo 14 Lot 17 Lot 18. Lot 19 Lot of Elev 23 IQ Old Fence Past % Rim E/ev 23.19 9 On Ditch Bonk _ - I 7 Ffowt%Ine t7.69 Lot 15 Lot 16 ■ ° 7 T7 ^" r 1y1. Fnd 5 8" R. W .. - 3 243, 012.95 �-- L ryk` ry�9 ry y X x x x x rya i X= 3, 243, 980. 6 I Fnd 518 IR ry Y- 693, 099. 047.83 0 ryb0 ryk ryk' W ry g. ryySb Sand s5 %' b 60 ry6'Fnd 5. 8'• 1R ryp_ Fnd 5/8'"l n +r�' + _ rate !me .�.-.---- rt $Q� ro- Fria 5 8"IIR \ d 5/8" Iron Rod 0. 1 ryo6 yy Fencend b n6 1h' +� 36" Storm Sewer rote inlet +1�6 F Ell 58�- ry�6 ry B 7.st of OldCorner \ 1' 0' *1' "'- d �• ryry' \°j 0 +1 Rim ev Elev 19.26. n �+ja Gry rye.. ry - 36" Storm Sewer ry9' Goon Iposi ■ rate Inlet +�� hk �ryb �09 4G 6 �- ■ l�im�a5.50---= 6 rykt +ryk. +`Dd- ry.j �9 +�. `!" ry0 ry6 �G 1' �G rL I - F Elev 19.97 6 b b° ry0.' + p+++ I `So + Sry G ry+j. G ry+j. ry� Se 1p + 6 ° ry 91 ryh9 +ryh' +rye' +ry + vk + ■ 3 6 +ry * 25 Drainage Easement t crate Inlet �G stof cry - ry0' HCCF YE79520 g �% Rim Ere 22.71 36" ■ (Deed Mentions Only bo *,� t rL Eiev 18.°3 I % Out Lot 413) y kti +� b> yk I , ,ry - ■ 6 b yk ryb6 �b' +1k + ryk��b0k1 *ry ry ry +rye' ry Gry� % +ryryl I t 1O I h1 1y1 +h + + + ^i+ ry +rLk' , k?e '( . \\ { +1 t 1 + % ( ' % f 1 % I 'h+I i, Grote to- - +Ly'1• +� + ry� ry + t ,� . 2- Goalpy�syt Fr E/ev/e19 57 V10 I II + -- 0 O+�PPk 60 �,h} `Lh1 rL� . rypi ryb� +ryk`1 ryj¢ ryy0+ *`lkp +� k I I -- ■ Lot :20 rye. .. ,ryb• +ry + kr- I rote lev . Elev 22:80 I 10' Ground Easement m/ F E+ev 1e.zo ry - ryry�' ry + f G 1 % �I h 11.5' Aerial Easement 1+++ + % I �° +�ry9 a ■ o f HCCF K393187 $ ry� a I by +rys' I I -- ° 0 ki k: ryh' ry I 1{ I + + RimsEle1e22.80 1v - ■ I ry�1 +ryycj +ryg. +1 +%J k ry�6 nV 0.+ F Elev 18.25 lof 21 11 ry6 + / / % (� 1 -* �. / 1�$ Gry I ry rL�tp+ry I I .. t I ry I O t.t q h ry 1 ry 0 6 1 + % 1.6ry .+61+5- +y' +V7' ryb' +nb• +b`I• +1ao 1;k' 1t;5'. ak ryi' by �RG rL i ; 19 ry, + +ry +1, ry . I ■ ry I I f .Sewer j -- -- ctorn, I I ( ryry j ry I \ 2 ry�� % - j-- I �1� + SO 'L� ■ Not 22 1G Lot - I ! I I - ■ L�6 * II I 9 i Gas line As Snown on Centerpoint �'ntex Map ryk ry - * + + rynh , I a ■ y. ry -� �\--+-+ , • 0 + b. rye. I ( o ''C� 0 Grate M1st + c +ry ryp ryy. +ryg +1 + 10.g MATCH PAV. h 24.00 ry I -0 If I ` ryn)• 6 Rim £lev . 2.65 b 10Ground Easement 'N/ c/ Mannhaie iyy ,� 4 � + / / 1 i o PSI I i + ry� .Rim _e 2. 56 'tis• - L FL flee 20.23 p I I - I I + t ry \ _- I I %2 10 Aerial Easements Flowline 20^'� / A I n Grote Inlet I !/ ZQ TP24.60 ( , , 25,OD ! I 1b- / 4 �; ` I I. n1 i. Z' I i � HCCF , _j 187 2a sst ti' + Lot 23 v o bb 9 +ry ! / - ` 1 I II I C�' v Rim Elev 22.60 +ryry ^ry ■ I g ry ryk• I ! �`3.70 ryh k I i F Ele 18.81 ry�"�+ryry % O i y1 +ryh' - PP MATCH Pal * yyj+ �iq_ + ykP c�e4 1�' TW24. 3.10t I I $+. ry$9 G ■ LOt / 3 `- LrY ry �0520 9QF` �oc� t TW24.4 Tw23.tOt t ! {SG' + START CURB ON GRADE �6 TD T -- P �`- M• �0i i I PROP. 180'-CURB ON GRAb45 I \ 22-60 i j Q L g t I •i \ I 1 22. 0 22.60 5,33pp 24.00 ryy a �fW25.4 • , ,• I n' REFER TO DETAIL r ry� {' ■ TW25.6 5.50 'G23.pp'Lgg 3.801 E I- -- O.aO e'et 9 ap ^os PG +v j % Goa Grote /n/ t•' fG23.30, o I + I ryry. 52 •2 O 1 ." 0 0 P O >` I � i to + `T82� 6 0.40 0 /: a nk• br \ 7r_ q. 24 50 n° • I jF.im Elev 2 TG23.20 ` na ■ ■ l of 24 I Ihg I ~ �ryR 2500t ry . ,k 'v e 6.50 /; 9 qG ! I L' 9 l 19 L J ', p0 h 9ry .O %ham + +I� k9 / / kg t' * G yet \c 6.SB,rq + �6.� " 5.65 : FG23.380OI' ryy +1� 1 +ry ryy, 1' o 1, t/ ■ + 1\ �� +1y i r +1 Qq n 24.30 6.40 % X+ ■ % VI I PROPOSED �. //� F 5.75. * FG25.90 1Bzz. 0.4o DETENTION 60 \ k� �o P } /' a 1�►y I ry ' + I % .5POND r. 5' ry'. eF >�k. iC •2,4.83 �g1 ry6. \ 1 O 48(i.._. ryr.�"G25.75 '_ 8.5550 F+G25.90 •Cc. I+ /. 5.00 1.9 G I ry y' c - __ I g ry 'vp / ry + + 5.1 .ry 9 Grate Inlet --�� ry Rim Efev 22.60 O I % 7 y .h ry ' _ 77�p2y /% ,8.. G Nate: Original Drawing fry 25.0 0.+ I TT 1 I + •y' t % I + + PROP. SLOP TP2 . / +24.5 't Shows Gas Line to Re • * 6 .'TM126.58 a TW2510 I r Grate Inlet ■ 1 I v FF� 26.58 ry I ; + F E/ev 20.32 1 1' CONC PAVIN 5 % I I n1� v jb T Located SW' of Located Transformers Rim Elev 22.67 I 4ti ,. r1 . (� ( 1 I lP Aoi /TC2 Ot.oplGr \e nrap a But Meter i Located as \ o / �P24.90 'Cona�- �• ' TC23.00. z _ l III Trs .20t� X +" J \ - 25.51 - \ + 1�G23.50: II l,y- EJev 20.1; � I �G, � 1J i I' (� t' v 3. Snows t I / _ .; I _ / o Efev 0. I 0 - t TW26 4 ,,,- RW24.65 I r'1 h' 1 ry 22.60td, % /°h ` �. \ % / 1?.` C \ 6' TW26 TW24.75= ^g+ 3 g I {T I `L .yo y. e / 1rJ 1. ° /� ` 2•` 1'y' ; . + r !"\ • 1' (I + 0.40 + ryh' rya /� \ 6 1 �P25.2 \ k TW26. \ 9 �G I 1 i - j T822 6 qc�`t 0 4G 1�r �6, TW26.55 yy� , ; FG23.30� / y Grate \ *ry 3G ryq: Lr� to 6� Sign r6 6 FG25.60 ' cle 6+ \ TW26.4 / 5; 4 Goat- r 2260� 0. s .59 S \ N ! Goy < `+o0 9ry 0\ t :fit _ ry - \ TW26.50 ! + 23.20 tewestormEND CURB ON GRASS n' ■(� �O gp S oto ryk6 ryh +2h' c, 5 \ \ + 6.4R I ny PROP.k 180 'CURB�ION GRADE I 6y I o°ta \Gsi n h�+ E �k \:.' rc2 ` 0 REF FfR TO DETAIL+ +" �G u lip 2260 2260 F ryk0 Gr 1¢ G2 �� I TW26.58 6.55 TY124 6 G23.30 ry'0 Grate Inlet k o % ryry¢ (•\ �S y. 1 �^ .�G Q' Grate Inlet V0�`f1 g to 1h' TW25�O!! \ %ry Rim Ell 22.63 Rim Ell v 22 53 \'S _ wrote Inlet 1k `b+ ryh1� 0.°" ` rL Elev 20.4D FL flev 20.39�Q Rim Elev ryb. �0" o p 4-pp Elev 2 .6 e 5% !C� TW24.50f ' qG n . G23.40 1 1 r _ I 5• ryh' F ryy' Srgn t Q- 0 ryy 00 y% + ryh yL �` Sign e e1�h ryyb\G L7 ryk F TW24.50 23.20t� l�1 aj�a Gry G26.00 %+ SG n qG 4G - T A* ■ 1 4G ry ryy. \et +ry9 - 47, t0 _ 4.40 k ryry ' ■ % ryk�6 sh �t �e School Building %� % nbQ6 �"% a.30 +rye �y�-- �_ 1 y0 ryyh + 1G h� v� ry S0 %� tG ,p S p qG ry �G rye' D I ! I 1 I ■I■ I■ 1■ 1 IN 0.1.■ .. - ■'■ I i I■■.■■■■i ■■■.■■■ ■■ ■■■o" �. I F1,IJ + d ry I tG o +y 0$ . b 5e +1� k\ k G�,ry ° tp bt anhole ■ (� 9� .y6 I G 24.35 9$ 9y 'L 24.10 Lot 28 = _ . O h + _ +q � \ 1 % FI line 21.1 + � " 1 r'7 k\ `� G ryb �G 23.89 24.14 24.60 + ` FH �� o\µ`t��c - I b�9+yk? k,tig \ \ +L 6 \ + ryrO� 6 Rim s inlet 22.90 L Z ■ Lot 3 ryry _ r c�. \ bei tG 2 . 1G 6 v ry 0 n� l9 yh �°7'11 F Elev . O: 15 �I \+ o\ r 1 I . I I `7t 9 i g'� P s^ �. / R%rrrryy iev 24. n?ry . / a� ry _ I rL 0. Y25.6 21 I ■ I9ry b. 6, % 3 Lot o\� +ry ^� \ \ ry ry ^9 - �' � � ryry0 r,de4��oi . +ry✓ 1�. ^3. 24 E _.r, Srgn '•�, �r net \a- 9 v %5.4 et .�G 9 k% +ryry � 1�' ■ (TI26.4 /bry,\2n4% .++ry. LO/26nhole g Grote J t 1• �Ri El 24.79,E 16 ryg,- Rim !ev 3. 15\ v2 Manhole •y 6 SC ti I ` I ( 0 hk + ^, c�% low ne 21.59 ry0.• 9 Ele• 1. Rim E/ev 22.80 rye' . 10� - - qO ry ti \ rig R 6 5 nv 3c0 <% ti \ Grote !n!e Flowline 20.4b ry * rye' n 24.63 24:17 . ■ Lot 30 1' 9�5.5 1k 1+ 50. \ F t5ev 2 8 k9 ryyh 23.92 24.22p 0 1 \ -- 0 7 rp ry % + �C ti G ut ry e tarot Ini t 1• % y . _ _ ■ 1 . ■. ry6' 01 TP350 ,� '\R \ /�\ae + + n Grate 7 !et G L 9++ G Ep.. �• 2 9'.i:: '. hk. e + Ffeu .6 \ 1 \ 9 RimQ1a I y tC2 .50 g n 1 �iy \6 - hb 1 . $ E/! 20.. ti• $ 1 IS - 42�.DO � + +'y.-- �Y,� \\\\� Vj i ■ 0.. 6. �. m . .`.:. :�:•. ''..../it]• M ./0 9' .Ott 9 qG 1\ r4J'- q Lot N_&_ROLFE 1. I g. $ 1 c. Cr h•. +"` `G 9 0 �k G 1.. •5;yL 1' +'S1• ry 1 CENTERPO/NT - ry ry 1G m �, 4 4 o• ry •( 'S• '�' ry ' + Wl DO NOT SHOW + + n ° ! t TC25 • y; % %i +`L 6 k :0+ "l Lk v� �' G ry �� \ G 1 + o* + +1 ■ Lot 31 II ry7' j o ,Iw y. 1 1 k kl <G ryk. Vb. l p +1. 6 I 9 . ` ` may, _ I G ;h' a Jr, % / ' ' '� (�' ti \ J. G 1 ml'3 may' *` Light 0. \/ ra + y� . I o + I o ..'7k7'. Ri. 4.67 k$ rdk. 1•+l' 'in+ G 1''� ��' / n"J7 .. ry'j. ry'y. 1k1 .. X=■44,027. .�J6 % ,a. 22 x u 4 50 .. 74i"I 7 % G 1 Gi h \ r 1 g+ n 0 \r +v + n. - tiy. ryh9 o ry '�► h n c 1 ry�� 1 / e ry = -�2, 203. 29 t. Y- ' 1 1 \G TC25 00 I % b. % ryry. b, �: `G•1 � ry, '\0 + \G + / � .. I . I• 'S' .. +1 % .. . h' 5. k: \ b TP25.00 ry'�2 ry 9 2 k L 5 7 + k L ' � 1�In, + •� i. .�:60'�i G ., h' k• qG Grat /nlei +1• ECG +ry ryb' 'S k + i•ry- 1 5 & A 4. L:" TP24. +1 +1 1b Rim_Elev 23.98 ryb' �( �Gry y' SWB Pedestals 0 9v� 'I1�9 �p yk qry 1 ry - - - o ry.l h\ ryh'61 y. TC25.�i0 % ¢9 J 0 0 66 + +ryy + TP24. T �, 3 Manhole ry (G 5v7 y. 1• <G y ,. ry L k Fnd 5 �1 ,!.; ^v I Rimi Elev 25.48 4G k\ .. 9 i . `L.y. `L 9h SG ,�5 rye. _ +ry. b \ *. 'h6PP� G ry+j. k 'S. _ \ rL\ ry /8 f -.. . I-■ \ 3 1• G h 5. �.t`i ; v F! I fine 1748 00 k. k. - 1 qG 1. 1' + k - ry -+._ -y+ Rod 0 Corm kG I. h� tY2�... jj 4. 1 1 0 �k. .(G + + + J' - 1 Lot t 32 \ Grate I ret 1' I TT��2Qgg 55pp 25.QQt I 4G +ryk + + ry�1 PP - ' Rim £1 . 24.94 + 6ry iP25.00 -; '(G ry I f"oult �G ryy. 61 ry0.. 6 �y fib+ 6 + 9 h g ■ ,243, 050.50 ` 1 5`�I IF Ell 451 i . I. 5 i w, nk.S.- PP G k • � + ry. •ny.-��1 ry"J. n"T v-eT'r � n--��- ry _ry Sign � t '' nrl- ry' `�- --' 1 rgn '3 + - h;S) - i 1 9 rrJry p ryb �• +. `I. ry +24.3 * v --*1 j 7 7 f ryk. ry =692 150.86 Fnd 15 '".IR ry5 Irygh1 hp9 I ry ryg. 25' k PA L +24.7 + .2 ryl' 23.7 2 0 .. ry' + �,• + ., �„i 6 4 ryk.. Water line ry / 22.46 y 1 b- ACity 'G15 Shows this to be an 8 22.38 ry Record Drawings of'Schodl Shaw it to be 12" - 22.46 - T oter Line � b � ryh' ry ry g - " ' ra k FL P4' i S1gn 22.47 h9 �.. yryg ryyti .. ry9• Sign rye. 22.70 ry' R - ryg. k ryh' % `Street - b I rib• 1• 1� N W*E ARCHITECTS 0 20 40 80 SCALE: 1' = 40 FLOOD PLAIN INFORMATION(2001 DATUM ADJ.)- PORTION OF THIS TRACT LIES WITHIN THE 5;.OYR FLOOD PLAIN, ALSO KNOWN AS SHADED ZONE "X" 'AREAS DETERMINED TO BE INSIDE THE 0.27.(500 YR) ANNUAL CHANCE FLOOD PLAIN AS DESIGNATED ON THE NATIONAL FLOOD INSURANCE PROGRAM - FLOOD INSURANCE RATE MAP ISSUED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY UNDER COMMUNITY PANEL NUMBER 48201CO940L FOR HARRIS COUNTY, TEXAS AND INCORPERATED AREAS DATED JUNE 18, 2007. THE "100-YR FLOOD HAZARD AREA" IS SUBJECT TO CHANGE AS DETAILED STUDIES BECOME AVAILABLE AND/OR WATERSHED OF CHANNEL. CONDITIONS CHANGE. BENCHMARK INFORMATION BENCHMARK TSARP MONUMENT 020190 ELEV. 24.19', NAVD88, 2001 ADJ. TOPOGRAPHIC SURVEY PROVIDED BY ARBORLEAF ENGINEERING & SURVEYING, INC, TRS .413 & 414, LA PORTE OUT LOTS, LA PORTE, HARRIS COUNTY, TX. LEGEND: EXISTING FEATURES .9 k1) EXISTING SPOT ELEV. "BB" INLET BOLLARD Q CLEANOUT -� FIRE HYDRANT )a GAS VALVE GUY WIRE I HOSE BIB, ® INLET ICV . IRRIGATION CONTROL VALVE ® LIGHT STANDARD e MANHOLE rnG PAINT MARKER (GAS) e POWER POLE SIGN WATER VALVE LEGEND: PROPOSED FEATURES 48.00 x PROPOSED SPOT ELEV. + DRAINAGE FLOW ARROW - -R!- - RIDGE LINE - �- - SWALE/FLOWLINE - -�= - GRADE BREAK 13 PROP. GRATE INLET FFE FINISHED FLOOR ELEV. TIN TOP OF SIDEWALK TP TOP OF PAVEMENT TG TOP OF GRATE TIC TOP OF CURB G GUTTER TR TOP OF RIM FIG FINISHED GRADE TB TOP OF BANK TS TOE OF SLOPE RIP -RAP 0 CONC. PAD ® H/C RAMP LANDTECH CONSULTANTS; INC. Civil Engineering * Land Surveying 2525 North Loop West Suite 300 Houston, Texas 77008 Tel. (713) 861-7068 Fax (713) 861-4131 DATE: Dec 2008 DRAWN BY:JER SCALE: 1'=40' DESIGNED BY: JER DWG No.: CHECKED BY: TL JOB No.: 0710271 SHEET: 2 OF 10 FILE DIR.:S:\2008\0810036\ENG\ DWG NAME: C2.0-GRADING.dwg VLK Architects 7915 F.M. 1960 WEST Suite 214 Houston Texas 77070 281 6712300 STRUCTURAL Matrix Structural Engineers 40 Loop Central Drive Sulte 505 Houston Texas 77081-2225 713 664 0130 M. E. P. W4LMANS MARSIl ENGINEERING, INC. 10930 West Sam Houston Pkwy, Suite 900 Houston, Texas 77064 281.664.1900 CIVIL Landtech Consultants Inc. 2525 North loop West 300 Houston, Texas 77008-1094 713.861.7068 FOOD SERVICE Frank Clements Associates, Inc. 10850 Richmond Ave #381 10 Houston , TX 77042 713.784.3212 is. - CM oQ z%w cn oWo QoP�U;ILLII I.. w M CE Ll = o o Q. 4D O oCL -' DIRECTOR PPAJ. 000F D. SJA TDK DESIGNER DRAWN BY TDK SHEET TM.E OVERALL PAVING AND GRADING ISSUE DATE OCTOBER 23, 2008. REVISIONS Q ADDED GRADE ELEV. 12-3=08 TO NEW FIRE LANE PROJECT NO. 2775.00 FLOOD PLAIN INFORMATION(2001 DATUM AD . PORTION OF THIS TRACT LIES :WITHIN THE 500YR FLOOD PLAIN, ALSO KNOWN AS SHADED ZONE "X" AREAS DETERMINED TO BE INSIDE THE 0.27•(500 YR) ANNUAL CHANCE FLOOD PLAIN AS DESIGNATED ON THE NATIONAL FLOOD INSURANCE PROGRAM - FLOOD INSURANCE RATE MAP ISSUED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY UNDER COMMUNITY PANEL NUMBER 48201CO940L FOR HARRIS COUNTY 'TEXAS AND INCORPERATED AREAS DATED JUNE 18, 2007. THE "100-YR FLOOD HAZARD AREA" IS SUBJECT TO CHANGE AS DETAILED STUDIES BECOME AVAILABLE AND/OR WATERSHED OF CHANNEL CONDITIONS BENCHMARK INFORMATION BENCHMARK TSARP MONUMENT 020190 ELEV. 24.19', NAVD88, 2001 ADJ. TOPOGRAPHIC SURVEY PROVIDED BY ARBORLEAF ENGINEERING & SURVEYING; INC, TRS 413 & 414, to PORTE OUT LOTS, LA PORTE, HARRIS COUNTY, TX. go- 4 CONIINlNK15 4 • Ir• C-C CURB ON GRASS DETAL E Ff P REBAR 0 12• C-C 12 MIN SLOPE PAVING NOT TO SCALE �- Bt`ock l� 0 V `� I of 25 Lot 27 I Lot 23 Lot z4 Lot z6. Lo 14 Lot 1? Lot 1R ' Lot 19 Lot 20d Lot G1 LOt 22 i + Lot 1 G Ole Lot � � Rim Elev 23.19 I i Jr 9 Ftowlilne ?7.69 �n`„• yr(Fnd 5 8IP.X o C L`JT i Woo Pn X X X X X �. W ilk Pi �-R ARCHITECTS 0 15 30 60 SCALE: i' = 30 A �, �4 , ytsu. u� I g 6 Fr i d 5; 8 IR 2 L Y= 6y3, 0�4.94 I i �0 �41 ^ tNOo ncs FerS �� I Sand k .r, 1* G {i ', j 18 tR h Fnd 5/8r ' + �� t 1, Fsd 5 f 17 + D L 6 6� Frid 5 8,, IR 16 + `rote lnle� 1 / I I 61 yh' Wood nc� 9,�' 80-- ` Flsoholt a Sand - ��!yt' I, + y +2 36' Storm Sewer Grote Inlet__ - Rim Eley a-t r 36" Storm Lh t E/ev 19.26 Sewer Goalposf ' c, Grote Inlet olI m -ems S SO \ 1' �' l5. Elev 19.97 9 n�0 l�' +L� +2 �1 y°' + 0 0 6 G.� G n I 1 h° �S6 +�h +Lb +e + �0+++ L +�^� �n, V I 6` +tip' +`�' + L25 Drainage Eosemen%G �G ti� se 45. 0 HCCF Y6 19520Grote Inlet Rim Elev 22.71 �o i (Deed Mentions Only - ko +��. i EErev 18.03 Out Lot 41 5) , �i +� t �1 �p I li /+ bh ^v Lot Wz Illl I +� +V + + w b11�.b I i I n6 eke o^\ tit o. I I • I 1 �� I� Vi. o+ + �� ou� ' r 4/4 �+ �� 9 Grate In m o o: �• Cx 1 + + + �% t n^ ' (' r POSE c/o ' ^5 �� I I o h.. + n L vool Rim v 2_ E j I E Elev 19.57 v Ord. 1 �6. +� + + + + + G Grote Inlet I `4f{7(\ Rim Elev 22.80 ti I n'S i I r. ;_.. e o on vi _ I I III I n G��V +WSJ G LS I y o l = z I I En Mop �� �� N i Gos Line As Shown on Centerpoin 1 + + z w - 5. yh� + 5� ` +l�h k� +fig I o �k I }I�G !� 0 Grote Inlet ��� yy. UI X I 1 + b� Q b I I h Rim Elev 22.65 m I �o om F �. + g .;t �• + Lh x g• '�• ti �• MATCH PAV. + ; Z 91 + 10 Ground Easement try/ Manhole 24.00 I I o j 4) `❑ f � �, + � ry r c, I a I rl Elev 20.23 �. O (D z Q �� I n , Rim Elev 24.56 / I. ^+' ' ` I i + Y . � a ti 2 r_ Aerial Easements Flow.,ne 20 6 I r �G 2 > 1 1 I ° �' �' w G �I i HCCF K3931 �7 TP24.6o 0 25;ob y� i n . hk n� I z = = o `` I I / .. l 24.50 1 I + + ��' I Grate Inlet n 0 0 a I �I I / a 1+ �yy I Rim Elev 22.50 I Z Q ao¢ ¢ �0 �b ^k. P23.70 k I t . I 4G + p w H t aII I �- 1 h --�-- PP MATCH PA + + T C : +� �0 eke Gh I FL Elev 18.81 O W of I ti�� , 4 'Q� I .. 1 g + TW24.3 23.1.0t Q O Z I I 31� - ��e P V24 20 OFT ` + c� TW24.4 n I + N w P 5� 1 Ttiu23.1ot �� START CURB ON GRADE nf,6 I o p� Co I O I 1 �- 22.60 1' / y �9EJ a O I h E- V�j. / m I 22.60 T 25.30 � k ti F I 24.00 rQ I 25.4 / �• i REFOER TO DETAILP. ON GRASS NQO_MM i / \ - ,922.6D + r I 4.89/ I.. IIIIi . iI'i f <�• t ¢ 2030 tiry �o +2�.050 th�.o ��/\ PG0�` 550 •y i G23.80�P TW25.6 23 ¢23.301W25.5 S20.40 OGrate InTW240 24•50 0 Rir- E;ev', t : 0t 220T6260 S20.40 + 50 0�Y/ TC23.SOi 26.5�EolfI,i• +v ! +n 1 I 1 �ti• I f 26.58 ,� FG23.301 + /"' +/ +} 25.65(��I ` I ro ti T /+ 'Q9 26.40 I � � ��!. �� �� \ O 24.30 n /rj'" -- -�- - --! I PROPOSED ' - �`� F t FG25.75` + FG25.90 !f I'v. R TB .6o S20.40 DETENTION °° 1�. . Z �5� I To �/ i :. o / ., j + � � I ��l C• +n �. TC � 4 8 � 1 , �6 ! rr ; Q ..- I. • : d Fx 75 / y':: TW26:50 )� Fj• . + i � Q I POND .... >t �. r , 24.so + k ti 25.00 nay. i i 60 ti h TC g2 �. Hof Oribino; 0rawino ! 0. i `` I TW�6.55 rG25.90 * TW25.1 + h Grate Inlet I h h O b o ti L! + I I I 1 {+ + PROP. SLOPt TP24. 1+24.5 t Shows Gas Line to je +� P25. _ �, i i f rye Rim Elev 22.60 1' ! CONIC .PAVIN Located .SW of Trans, h 6 - TW26.58 2510 I Grate Inlet + rL Eiev 20.32 0 ransre In 26.58 } TCi4.00 P �` T 2 Ot Toa Gr e h• But Meter is Located as o.P24.90 , Shawn b d \ + I '� _j,.G23.501 Rim Elev. .11 1 Elev D. 6. 25.5 - 1+TW26.4 y+ �rl.Elev 20.11 �\` / I l TW26.5 6 TW24.751 rrW24.65 i + y0 �h.. �e h �g5 �° I 25.2 \� 1 TW26.5 �' �i 2� ti S20.40 O e ti ti 0' [k• 1 1 9 �G �y e• 6 TC2 510:: 1 ` TB22.60 ,C� Q 4G 2 �6 Lh lop Grate . +2 TW26.55 �. + FG21.30' b2 T •.oe �Sign as`�°60 t Elev 25.9q ty+\ TW26.4 T822.60.`c/�O: 1.59 y r (. 7CN�I O Go5 c� 0� 1 ° -_ l� `� TW26.50 + G23.20 1 ewe torm END CURB ON GRASS n �1+0 ' h PROP.rx 180 CUR tON GRADE '� 9 It '1 +/ _iTC2 eo REF�z TO DETAIL'hTB22.60 �e� �� Sign rp GO 4�FG2 0 / + TW 4.6 .30 `, s a t _+ + rn I ry , n = g _.) 4? TW26.55 V) TB22.60 ti I TW26.58 24.5 G23.30 16 et - Grote inlet l� c� rtG. y1 t X c Grate inlet Rim, Elev 2253 '5 k� l :. TW25 0' 2244�pppp + \ Rim Elev .40 if Eiev 20.39\ rate In/et k1 �' / �� �� N�/FL Elev 20.40 _,J-- - --- Rim E/eJ L �G 24.50t I1 I i vh9 I :40� E Efev 2jZ S �hj�S;gn.\ (ihh� 4 t. n / ! Si00 i c . v nd TW24.50 9 ti S. �L ce G23.20z1t5 1 25. 1 ` 4 y �\ h \ G26.00 + �0' I 24.40 School BU/iGilnG k24.30� 5h+ �G "Zko G 0 5 91 �G LEGEND: EXISTING FEATURES a A�1 EXISTING SPOT ELEV. x "BB" INLET BOLLARD G CLEANOUT -� FIRE HYDRANT 0 GAS VALVE GUY WIRE 3 HOSE BIB EB INLET 'CV. IRRIGATION CONTROL VALVE LIGHT STANDARD C MANHOLE •PMG PAINT MARKER (GAS) POWER POLE �- SIGN WATER VALVE LEGEND: PROPOSED FEATURES 48.00 x PROPOSED SPOT ELEV. -► DRAINAGE FLOW ARROW - RL _ - RiDGE LINE - - - SWALE/FLOWLINE - -�= - GRADE BREAK 0 PROP. GRATE INLET FFE FINISHED FLOOR ELEV. TW TOP OF SIDEWALK TP TOP OF PAVEMENT TG TOP OF GRATE TIC TOP OF .CURB G GUTTER TR TOP OF RIM FIG FINISHED GRADE TB TOP OF BANK TS TOE OF SLOPE RIP -RAP p CONC. PAD ® H/C RAMP LANDTECH CONSULTANTS, INC. Civil ;Engineering * Land Surveying 2525 North Loop West Suite 300 Houston, Texas 77008 Tel_ .(713) 861-7068 Fax (713) 861-4131 DATE: Dec 2008 DRAWN BY: JER SCALE: 1"=30' DESIGNED BY: JER DWG No.: CHECKED BY. TL, JOB No.: 0710271 SHEET: 3 OF 10 FILE DIR.: S: \20D8\0810036\ENG\ DWG NAME: C2.1-GRADING.dwg VLK Architects 7915 F.M. 1960 WEST Suite 214 Houston Texas 77070 281 6712300 STRUCTURAL Matrix Structural Engineers 4888 Loop Central DM Suite 505 Houston Texas 77081-2225 713 664 0130 M. E. P. MLM WS MARSHALL ENGINEERING, INC. 10930 West Siam Houston Pkvuy, Suite 900 Houston, Texas 77064 281.664.1900 CIVIL Landtech Consultants Inc. 2525 North Loop West 300 Houston, Texas 77008-1094 713.861.7068 FOOD SERVICE Frank Clements Associates, Inc. 10850 Richmond Ave #330 Houston , TX 77042 713.784.3212 CM ILLJ ■ LLj LLj ■ ■ ■ _ ■ ■ • . .■. ■ • SJA ■ DESIGNER DRAWN BY TD SHEETVLE PROPOSED PAVING AND GRADING ISSUE DATE OCTOBER 23, 2008 REMSIONS •• • GRADE ELEV. •. TO NEW FIRE LANE PROJECTNO. 1, SHEET NO., OF CONR%rr®2om VILKNarm FLOOD PLAIN INFORMATION(2001 DATUM ADJJ: PORTION OF THIS TRACT LIES WITHIN THE 500YR FLOOD PLAIN, ALSO KNOWN AS.SHADED ZONE "X" AREAS DETERMINED TO BE INSIDE .THE 0.274500 YR) ANNUAL CHANCE FLOOD PLAIN, AS DESIGNATED ON THE NATIONAL FLOOD INSURANCE PROGRAM - FLOOD INSURANCE RATE MAP ISS ED T BENCHMARK INFORMATION BENCHMARK `TSARP MONUMENT 020190 ELEV: 24.19% NAVD88, 2001 ADJ. TOPOGRAPHIC SURVEY PROVIDED BY ARBORLEAF ENGINEERING & SURVEYING, INC. U BY HE FEDERAL EMERGENCY MANAGEMENT TRS 413 & 414, LA PORTS OUT LOTS, LA PORTS, HARRIS AGENCY UNDER COMMUNITY PANEL NUMBER 48201CO940L COUNTY, TX. FOR HARRIS COUNTY, TEXAS AND INCORPERATED AREAS DATED JUNE 18, 2007. THE 7100-YR FLOOD HAZARD AREA" IS SUBJECT TO CHANGE .AS DETAILED STUDIES BECOME AVAILABLE AND/OR WATERSHED OF CHANNEL CONDITIONS CHANGE. Wrk ec t lul Lot 27 { ,, Lot 23 I Lot 24 Lot 25 Lot 26 Lot 17 LOt 18 Lot 19 Lot �0 Lot 2 Lot �L `` ale -Olc I ( Rim Dev 23.19 9 On Flow/ifne 17.6.4- y o Woo 9 0 Fnd 5 '8" IR X X I f� R VYood FAn X { �Sr I �' I '�' ,. X X X X X �. 1� ?'= 693, 099.94 2^ Fnd 5 f ��? Sand__y l i 1 62 �h{ TIk Wood Fence /8 R r�- h I -� 0b Il C '/ nGJ" Fnd 5/8,. 16 i n �b•'Fnd 5 8' IR + + + k- +2 G. ote In!eij 1 v 36" Storm Sewer rO --Tmjr 80- As huff I Sand I { Grate Inlet F Elev 18. 5 yb n` ��7 0- - -. - - Rim Elan_ -I I Q5 k� �h' j 19 + FL Elev 19.26 Goalpst o-Go -° •' I �G + ni �� 1 1 �� v 45b 2b 0 b I 26 +y +v + 0+ +' I� '59 fi �p�G + + . �y • �� 11 2 25' Drainage Easement tik + IP I �G �G �5. i-ir^' g �I �V' Y6 � 9�20 Grote Inlet .�G SzorR` ,� I' G Rim Elev 22.71 g6' 1 (Deed Mentions Or1v k0 + L' FL Elev 18.03 I Out Lot 413) nN� +� 1 I hk ti6 +'AJ +��N + k� kP 5 t 1 i + + ti++ti rye �V * +� �G� \ +2� Lot zo ; ^ 2� . t�, SPA 0 Z c� / Ld '� 4s + Grote !nr+ t GoaJ+ PcRim Elev 2_ + + +z + F Efev 19.5.? S �, n p1 I II i+Z nj , . - 11 a + Grate Inlet I i Rim Elev 22.80 9 ��1 q,15I �FL Efev 18-20 Iy a ` k +1�' I b Grate Inlet �G + { + Rim Elev 22.80 k 1 it RE Elev 18.25 i? k b I Lot { I \. 1 6 i +� + + +� +� +. + tx 0 i.�G i b ` 7 45. �k• / I Ij +lam 3 f / i 1 ��g t - -- FIRE ACCESS GATE Storm+Sewer pt+. , �V h I I + +� G�� J r4 Na c �� { Sh +' Q P k �p ., , + +� _ STOP I +� + R LOCATED BACK a./ { r� 0 + aII1,I I+ti � �.� p + ��` 2� ° * w Grate Inlet I � Z �MATCH P V. 1 +� n +b^� Rim Elev 22.65 o» 1p = z N Monho e b 24.00 a b FL Eiev 20.23 ? Rr Elev 24: �.+, o • . ` j �C9 w �. :. �. I -� Z o w = !owline 2C + ^ = m TP24.60 5:00 .� I �' v r^�1 i pie c I Z a r. 24 1 +2 +� I n�2 Grate Inlet ^ I �, J rn O U' n¢ats 26 Rg +� �� &.70 b { 2G v Rim Elev 22.60 +2Z - I m p + I y " p e � D FL Elev . 18.81 Lh' +rO , w = MATCH PA + C + I es ti �G O z o iHE- 0_g� �9O + TW24.4 23:10t G L�j• +��g L z> w s h > 24 `` F c ` 23.tOt �, ' I Q PG/ G� , ` { 0 1 ti ( ^ START CURB ON GRADE ti E o n w 11 �� / 'S�q� a O / w23. 20� 3PROP. 180'�CURB ON GRA{lE 11 M w > DTP 4.8 + P/ �/. e +`� F ./� /� 0 24 00 �Q� / �'y • 25.70 .. chZOQ L oti 5 I �o m' i.� �.� A r \ mil{ REFER TO DETAIL 00 Fr D_ z o ' s r PG , t 3 / + �P 25.80.. TG23 90 23.80 f E i w' 000 r r et ro lh / O TW25.9 W25.80 G23.30 01 + 0�1-o a n9 C o + a { °-- r I { I G --� o O ccu�e ,. 9 so ,9� '� Gaolpost /,p i$.5 f I Grate ini f 2„4700 ; �%i� _ �' - cv Q Q 0),q i CZ �00f `i �k ^�F / \ +tP 24 4 I �� O TMi�fi 5 26.5 Rim. Elev TG23.20 ; 11 p ` �� 1 fP 4.50 + �k /+ . + { /+ t TW224'��} 9 +�G + / C� �. + . Ca � 26.5 7 \ 2 6.. % TC23.830' RII1 1. rw26.5 FG23.301 hl� + �G I /b� G Lb 1 \ tt rb F ./ �J + z = TW26. ,r 26.50 . l I Iv TO 24.30 FG25.7 n DS TW26.5 x1 7.0 .24.83 / 26.50 9 ! ! 1 7/.• ` .L I 25.7 ,. TW25.2 IG �+ \ ti 24:801' ;;'� - ,k� 6.55 + 4 25.00 I ,�9 I �--- Z Note: Original Drawing ; B +� + TW 5.3p �tl: G �k : , / ' + �� Grate inlet +�4.5 t Shows Gas Line. to 8e � 1+ 25.00 + ` ( I { O -�l\ / 5 I Rim' Elev �2.60 O Located SW of Transformers ` h <. ' b TW26.58 T�N25,10 1 Grate Inlet + EL Elev 20.32 e �hQ But Meter is Located as b� �P24.90 Cpncref yJ � F 26.58 +.a } T64.00I P,im Elev 22:67 �ti. o + Showr, ✓ 2 d ' + I I ll af..G23.50 R Elev 20. 1 1 1^� �* ` 24.65 I C� 0. b 25.5 1+TW26.4 ' r ( \ { T�• TW26.5 24.75 ��+ 0�T C I �� b 9 10 I >2 \ k 1 TW26.58 �o i 1 9 qG �� i + V 1 ti b• ti� Top Grate It �' +° TW26.5 I: TC233.gg1D �� • I ti 6• Elev 25.90 \ - FG23:30` Y sSr FG25.60: �7:59 ���+ \ TW26.4 45 y: �� G23.20 12" Storm I S + ewer END. CURB ON GRADE y �'`'� l F tih + . 2@4 h PROP.I, 180 U N GRADE y n g 4^ III S �. :�=pop TC2 o RE +�]R TO DETAIL'1' + ,, h. 0 ' Cv280 ! +h� �4.6 Z23.30 ` : + s , al: + / / b� 1 TOM W �:§� 24.5 t X G23.30 b Grate Inlet' ni Grate Inlet Rim Elev 22 63 S a ' C 4 pp + Rim Elev 22.63 EL Elev 20.39� ti51 G�3.50 EL Elev 20.40 L7 n \ G23.40 . G26.00 I +2 �G �G l 6 _: '. G23.20>� G �, 2�• �G. LOMAXJUNIQR HIGH SCHOO >W G + � J\G 9 { 24.40 6 �T- SC/7001 f3 !lldlnq { _ �10 dab 24.30 +l� 0 �G �P TW23 80 IV W-4;�-E 0 15 30 60 SCALE:.1• = 30 LEGEND: EXISTING FEATURES -�9 ' EXISTING SPOT ELEV. "BB" INLET BOLLARD Q CLEANOUT -� FIRE HYDRANT VLK Architects 7915 F.M.1960 WEST Suite 214 Houston Texas 77070 2816712300 STRUCTURAL Matrix Structural Engineers 4888 loop Central Drive Suite 505 HouM Texas 77081-2225 713 664 0130 MMANS WRWU ENGINEERING, INC. 10930 West Sam Houston Pkwy, Suite 900 Houston, Texas 77064 281.664.1900 CIVIL Landtech Consultants Inc. 2525 North Loop West 300 Houston, Texas 77008-1094 713.861.7068 FOOD SERVICE Frank Clements Associates, Inc. 10850 Richmond Ave #330 Houston , TX 77042 713.784.3212 OF rF�9s • THOMAS R.•LANG.ORD, III 67fi30 0"F•I C Sc�-.. ss`a CM IZI GAS VALVE LU GUY WIRE O 3 HOSE BIB ® INLET CD ' ICV. IRRIGATION CONTROL VALVE O O LU Q LIGHT STANDARD O W O MANHOLE = Cn v♦ z � -' �MG PAINT MARKER (GAS) e POWER POLE LU ♦♦_r� 3 � _ SIGN V = _ LU e WATER VALVE Cn = z-<0. o, Q J DIRECTOR PROJ. COOED. SJA TDK DESIGNER DRAWN BY TDK SHEET TITLE ALTERNATE PROPOSED PAVING AND GRADING ISSUE DATE OCTOBER 23, 2008 REVISIONS 1 ADDED GRADE ELEV. 12-3-08 TO NEW FIRE LANE k. ti o Light LANDTECH CONSULTANTS, INC. h9 s�o ,p �frn + �'y. �--, Civil Engineering • Land Surveying rxg + ti ti� s ^a � . ti�� 2525 North Loop West 2 - 40 k • 1 �� � G G 2�' o� ^o � + � . PROEM0. T. �. ^ . ` Suite 300 . Houston, Texas 77008 2775.00 - - - Tel. (713) 881 7068 Fax (713) 861 4131 SHEET NO. DATE: Dec 2008 DRAWN BY.• JER SCALE: 1"=30' DESIGNED BY: ER DWG No.: CHECKED BY TL OF SH<£rSCI JOB No.: 0710271 SHEET: .5 OF 10 IA FILE DIR •S:\2008\0810036\ENG\ DWG NAME: C2.1A-GRADING.dwg 0OPYRIGHT102007 VLKARCHfTECTS LEGEND: PROPOSED FEATURES 48.00 x PROPOSED SPOT ELEV. �►: DRAINAGE FLOW ARROW RIDGE LINE --� - SWALE/FLOWLINE - -Pk- .- GRADE BREAK o PROP- GRATE INLET FFE FINISHED FLOOR ELEV. TW TOP OF SIDEWALK TP TOP OF PAVEMENT TG TOP OF GRATE TC TOP OF CURB G GUTTER TR TOP OF RIM FG FINISHED GRADE TB TOP OF BANK TS TOE OF SLOPE RIP -RAP CONC. PAD ®. H/C RAMP MATCH LINE. _ SEE SHEEN'C2.1) J h ry 1 g• G _ AVOID CONFLICT WITH DEPTH AND LOCATION. ev 24.35 \n\ k1 p0 nag �G + FI line 21.1' O. 1 9 L \ Gr a Inlet _ h - i IX� F{RE 2 3 h' - h� HYDRANT + .90 �H \ a���t a\c 2 . G �k1 +k �6 �0+ 6 Ftrjrn Et \ Lk L evev0. 15 1+ Gra.t .inlet 1 2 G ti 0. e 21 + +�h 125: 25.6 15 1• �. h � �y' 23. + Sr n Y; �r 'F•70 Sign o� C� vd qk' 9. t� �o�L + rG ' g +q, 6 I. +.. Lh6 �. �. �Q 25. 25.44 26.4 r +�k`' �h G 4.90t ` 26. nhole G.. O L I I Ri EI 24.79 �6 ��j• Rim !ev Manhole � yj.-, k. 0 O h + ; �?OO ti� hh o Rim Elev 22.80 '. +��" �N0 low ne 21.59 E(ev 1.2 ,� 1 G fij �A' . (G Grate In/ Flowline 20:4 TC2 gg� :. Lrgh �>S. 25 +20�" 2 Rim E 2 + yb. 1 30 f E v �1 h' 2� ,.TG24:. '. deco . +y� eoo. ti Grat Inlet +� G I6 g TP P .e .o / ,g `Y ra e� Ri E/e1 4.06 Rim Elev ' G `.' h. + 6� I `f5. 1 sL . k 6 Elev 6 k1 1FL E(e 20. h `TP25.00 + .�nt / 01. �j0 1 + k e��0. w 6 11bh9. z II I+ c Lr b g 1 + TC25 k�0. k.G. g +� 6 I 7 I y• o + o . - +4. at ( G r �G h . �G �+ q 1 ��. '5 O Light k + h �0o F c 1 y 3 + a G2�}.3U . ..� Ri .4.67 $� nk6 1�1 9+ , lh' G j• n1J' S nj• • r v k 2 l 5 y^� 2 2 1. 45Q► 2 !�.' v cr 7T4�25.7 : e G 2 4G Li h �1 �' �h+ . ^�1 �� p �G + +�• 3Iu� G TC25}.50 k k . 1 4 . TP25.16 00 • FH 1 k� �k� P. �G �1 ` +� .k 1g +L + . k r s . ^L. ��g• } '60 .. G . 5. h' N. \G Gro' Inlet + L 61�G +�. �1k 1 �k k a ti h k ' 4 �3; +� +L 1k�Rim Elev 21.98 �k. �G { qG h.l tih _ SWB Pedestals 1b gp H l �k h hk TC25.30 + jl. ' Manhole 2k' ph 1 h Ib 5 5 kp 2 N ` a I.. Ih6 �h. nh6 I + TP24.80 `' i • `� '.. L 5_�501� G 1 0 �� G h �G �6 L� ` + 6 G ___.. _, I Rim Elev 25.48 4 1 & g� ti n ^r n-) L + h ^1• PP ti VLK . Architects 7915 F.M. 1960 WEST Suite 214 o ,s 30 60 Houston Texas 77070 4. 10 +V GALE: ,"i = 30. 281.671 2300 ISTRUCTURAL k . Matrix Structural Engineers + 4N8 loop Central Drive Suite 505 Houston Texas 77081-2225 713 664 0130 2 M. E. P. MANS MARSF`:r1LL ENGINEERING, INC. +� I :10930 West Sam Houston Pkwy, Sub 900 Houston, Texas 77064 281.664.1900 1 CIVIL ------ Landtech Consultants Inc. +�� p 2525 North Loop West 300 �210 �2 i Houston, Texas 77008-1.094 713.861.7068 FOOD SERVICE + 1 + Frank Clements Associates Inc. 10850 Richmond Ave #330 Houston, TX 77042 713.784.3212 n1J'-.++�k 'i PP - - 6 OF re • i n ".S/R trn g`P: 9S LANDTECH CONSULTANTS, INC. Civil Engineering * Land Surveying 2525 North Loop West Suite 300 Houston, Texas 77008 Tel. (713) 861-7068 Fax (713) 861-4131 DATE: Oct 2008 DRAWN BY: JER SCALE: 1"=30' DESIGNED BY: JER DWG No.: CHECKED BY: lL JOB No.: 0710271 SHEET: 4 OF 10 FILE DIR.: S:\2008\0810036\ENG\ DWG. NAME: C2.2-GRADING.dwg ,+ .THOMAS R. LANGFORD.. Ill 67630 S •• lot S�Ory N W Cn co CL � J W CD Q C) �. W S Cn H z C W _ Ci L1-1 C)6 _ o C:) E-- C/3 CL °c 0 aq. it z 00 ) 75 0 DIRECTOR PROD. COORD. SJA TDK DESIGNER DRAWN BY TDK SHEET TITLE PROPOSED PAVING AND GRADING ISSUE DATE OCTOBER 23, 2008 REVISIONS PROJECT NO. 2775.00 SHEET N0. OF SHEETS C21' OOPYFIIGHT02007 AKARCH9ECTS 9 E w 1 Z 2i, ao w `< : - . _r Z Z¢ w m ¢ 8 D - CC0 d Q. , W CD I tl. (9 . N v QL N LLi D 3 . X� o w w . ~ Q D Z 9 o : , iN J Cn "" W OP J m m ja - . co . o w . ZI--n ¢o n OC)W J W % a' Z m I;=_ r )C)0 -LL 0 W , 1¢� tlrnco , . F I . I11 CONSTRUCTION NOTES -..III � Lot o 16 � Rim EJev 23:19 9 Flowlilne 17.69 - On Ditch Bank_ _ Lot 15 Lot :. 7 9 J (�l� .. r,1r _ i1 8" ' o _ - - - N' . .. I�- J a" 5 C ry Fnd 5 W X X I X=..3 2 .. . 1O. REMOVE 'EXIST. UTILITIES UNDER FOOT PRINT.OF NEW BUILDING AND BACKFlLL WITH CLEAN a a .L J 6 L Fnd 5 8" rR ryki h i W F ryy9 .. ri,R� ryh. X y, X y, P.rt Sond P y Y- 69 .. W E ' GRANULAR MATERIAL, COMPACTED TO 95°% OF 0 6° h` Fnd 5/8" i ryh ry Fnd 5 8" 1R ry +ry • ry' ryg,h - ry8 . S MAX LAB .DENSITY FOR MORE .INFORMATION -61 h ry 6 . 6.. 6 h• +� ryh. 6• Fnd 5 8" IR`1• oj. +ry Woo Fena 36" Storm Sewer rate !n(e2 Rin lnle n1 - - -- �; - - nr� A ana.. ryg6 Ri , . 2.80 6 F El..v 18. 5 g ry - sand .a + - . ON SUBGRADE UNDER NEW ADDITION REFER = 1 +L +� Rim tev + �. a g. f a $ ry' 9 9 -- -- TO GEOTECHNICAC ENGINEER REPORT. 0+ 36" Storm 'Sewer ry0•' .� g Elev 1926 Goolpost -� ryg ryg. .I 4G ryg S> t' -G rrV - _ O2 ALL EXCAVATED AREAS SHALL BE BACK FILL. rare Inlet 0 i f�im /ev �5.5 - - - 1 o �. 16 i g" gryb 509 b 6 `l WITH CLEAN. GRANUAL MATERIAL COMPACTED k. r Ekv 19.s7 6 a k9 t16 +ryk' . +2 9 y`I + +�I' �a 1, 1 yo ryh �G ,�G - -� +ry . .. TO .95°% OF MAX LAB DENSITY. - � 1 h� ryh9 +ryh +ryh' 6' +ry * 25 Drainage Easement ryho .t ry` ryg' . ' ryg. ii. + qG ,�c ryg'. 0g1 gib s ry 0 20 ao so 11 : O . THE LOCATION AND/OR ELEVATION OF EXISTING I HCCF Y619520 - Grote lntef yG $ Gra Elnl 22.71 36 fm 5to qG . UTILITIES AS SHOWN ON THESE PLANS ARE BASED . (Deed Mentions Only h0 F Elev' 18.03 I . SCALE: 1" = 40 . ON RECORDS OF THE .VARIOUS MAINTENANCE PERSONEL. Out .Lot 413) g. . ', I .. ryhry +ry �` i +ryg ga iry . . THE .INFORMATION IS NOT TO BE RELIED UPON AS BEING 6 h. h , N. ry°' +ry"' 1 k° .; *ry I ry ` . . ry' + ry ti. 21 EXACT OR COMPLETE. CONTRACTOR SHALL. CONTACT . ,�I 1 1 c ry5... +y ryh• .. �5' 9P +`� * +++ `l1 k .. ' a. qL 7 � *l AUTHORITIES .HAVING JURISDICTION FOR FIELD LOCATIONS. h* I: + .' ryg.. +ry + y . 5e�et sfa.? 1 . .. CONTRACTOR SHALL BE RESPONSIBLE: FOR .PROTECTION OF -' : .. o " 1 1g1 � S& 9 P . IN .P.LACE AND RELOCATED UTILITIES DURING CONSTRUCTION. . yy i . I a� ryh' O hi ry15� o +ry . g+ + +Vd' t +� �° 1 6 s`° 1 I t l �h* ryh' 9 3 ___ - O 1 +y' Grate In. I .. CUT, :PLUG AND REMOVE IXISTING STM SWR, REFER TO ry h1 h ry + 1 �+ T a g U ryg. , \ L ry qG ry Goalpo Rim fJev 2. �0' g Elev 1957 ry L 2 NOTE 2. FOR FUTHER INSTRUCTIONS. . .I I PP0. ` ' ,N ryh1 ryh! ryg :y +h ., hg. - + . . 05 CONTRACTOR .SHALL :FIELD VERIFY LOCATION AND o+ 60.. ryhg rya' Lh5 ryh. +ry. * + * +ryg _ +y� ryg? G rate inlet . DEPTH OF-IXISTING WATER LiNE, PRIOR TO I 'Easement .Q 1 1 ' Rim'Etev 22.80 ryg' rc Elev 78.20 9 +ryry'' i . FLOOD PLAIN INFORMATiON(2001 DATUM ADJ.). . CONSTRUCTION .AND ADJUST WATER. LINE IF NEEDED 10 .Ground w/ - +� 21P + C 1 . TO ,AVOIDCONFLICT W PROPOSED STM SWR. / I ,,I . ' 1 1.5 Aerial -Easement HCCF K393187 +++ry'1 g� * ry ga o g *ryry' e ry ryg. ORTION OF THIS TRACT LIES WITHIN THE 500YR FLOOD LAIN, ALSO KNOWN AS SHADED ZONE "X ' AREAS 6 . .. CONTRACTOR SHALL COORDINATE W/ GAS' COMPANY, . 11 :. .. , i 5 ryh: rya 0 ry a• ryg' I _. Grote Inlet �G h DETERMINED OHANCE TO BE INSIDE THE 0.27(500 YR) ANNUAL FLOOD PLAIN AS DESIGNATED ON THE NATIONAL . :PRIOR .TO CONSTRUCTION IN ORDER TO LOCATE AND RELOCATE EXISTING `GAS LINE IF NEEDED IN ORDER . I , h1 ryk6 _ + .. 9 ryhh .. +2h' +`1 Iry6�1 J f 4 1 � _ I h1 R;m Elev 22.so . Ib . ,yr+f:L Eiev 18.25 `b"5 rtk '; . ry �. ryh" g +ry LOOD INSURANCE PROGRAM.- FLOOD INSURANCE RATE AP ISSUED BY THE FEDERAL:EMERGENCY MANAGEMENT . TO AVOID CONFLICT 'W/ PROPOSED STM '_ :ryh . . I - 0 o ` L'o ` aOP 1++I � <G y9 5. 1�p +ry AGENCY UNDER COMMUNITY PANEL NUMBER 48201CO940L ,SWR. 'TO + t +ry�� ryg_. h l OR HARRIS COUNTY TEXAS.AND INCORPERATED AREAS "100-.YR 07 CONNECT DOWNSPOUTS PROPOSED STM. SWR .. .,. i aoA $ DATED JUNE 18, 2007. THE FLOOD HAZARD AREA AS SHOWN IN DRAWINGS. . . h �� hry h� hry ry p I I ryh h0 g6 1 + ry 0° y ryg' ry AVAILABLE SUBJECT TO CHANGE AS DETAILED STUDIES BECOME AND/OR WATERSHED OF CHANNEL CONDITIONS 8 - PRIOR TO :CONSTRUCTION CONTRACTOR 'SHALL VERIFY 6ry Iry6'`., -. ryh6 �h. +,' + ry•. ry .*ryl`• '..ryp. + + �' h ryg. 0__ + ZG. �_ ' - g HANGS. . 1 .+. .. . . tio' . 1,h• I +ryry' ry . DEPTH AND LOCATION OF .EXISTING WATER LINE, IN 1 + 9 ` � ryry .I ORDER TO AVOID . CONFLICT W/ .PROPOSED CONCRETE �� � 1 21" StOIm sewer ryg +ry gh - �i I ?o �G II BENCHMARK INFORMATION . PAVEMENT SUBGRADE. IF NEEDED CONTRACTOR SHALL I' ryh, ry +ry . S 1�cry' . ADJUST WATER :LINE TO HAVE .A MINIMUM COVER 'ti h• h ryh` + ryg . BENCHMARK TSARP MONUMENT.020190. . OF 3 i' tAa P $ g6 +g �� ry +ry . . . / 9 20 D 01 A DJ Gas Line As shown on Centerpo;nt Entex ryA.. ryx• I +ry .. _ + _ _ . ryg ,. ryry' s i ELEV. 2419' NAVD88 . .I " �L +..+. ry g +'L`' . +h" (1r 4.! a� +, +ry'� .+INI ry49 o SG + to . 1415" HOPE Grote Inlet Rim E/ev 22.65. 03 +try . TOPOGRAPHIC SURVEY PROVIDED BY ARBORLEAF - . -. . '. ry)'' 1 +ryh' +ry ryk Monho(e +g.. +ry . h Ci 10 rdund casement W/ h a g... _ ' - Rim Elev 24.56 +ry `i hit 2 10 Aerial Easements Frowline 20.06 ,, _ STM 0 6 I II , PROP. GRA INLET t �. 1 .. +ry Ef 0.2 rL ev'2 3 Q Pb!. 4G I. I ENGINEERING & SURVEYING, INC, 413 LOTS, . . . . . I�I I . r 1 7 - HCCr K.393 8 h _ p. g 6 /. 1 +ry ryh' gI 0 TG23.00 ry} ry1 c h rote Inlet . PROP. FI (15719.10 ti Rim Eiev 22.50 1 O I tiry TRS & 414, LA PORTE OUT LA'PORTE, HARRIS COUNTY, TX. . . . , .. . .. . . G +ryry 9 , `l LT 0 ryh. �. . +ti -( v rL Elev 16.81 1 - ryg. ryry .13 t , . . . �I. 5 �h. ryg`h + ^,k .. + g .�G `j . o i . ryh - +ry $+ ryh. 0e�e + _ .. 3 P . aG -P- -- . ryg. .1. tot ry Gry +$ti' ryg' GRA INLET (I; 3! TG23.20 I I : . . I T I + h11 +ryhh 4g0 i +g5 P I o " IXIST,FL(24')NE18.99t g E PROP.FL(18�S18.99 ry� ry ,G Lg' I II . .. .. .. . .I qG 9 0� o,>s " "`+ r :` .a3 o _�,f . - oa g 0 G P ry I ° REMOVE EXIST. v.. ate J 1 t': t - inI 84.I�Gryg h + ryry' 1 * .. m.:i : I 5e g x'1 b9 n , 24 20. F h� * P FI ( 0 ry *ryh 0 +ryg' e +ry nrE/ev 1 I �( 9 Bi4CKFILL W/ SELECT ;� ; gig I�fI =wf ,III , h. a . `°` 1 hi g g h ry +ry h9 *ryh +h + /� +' g� 6 Flu. ro' BE g ; DEN3(51Y PROCTOR COMPACTED Gry I I i LEGEND: EXISTING FEATURES �I.+.I ry1lf: . cGry 9h I +ryh9 Sorg 7+.�. {F ZGrygl PROP.112'�24''HOPE . . - ` PROPOSED F ,.' .I' STM�S-fi 24� I I DETENTION - ��j .8ti g / ry I 9 1. REMOVE t4T�EXIST. +ryry 4 t-- ry R,I,a EXIST NG SP ELEV x I OT . 'r I .' I c L, 24.83 6. yPOND h', ?. r•'' '' �' ." h9� L h - .2 Gry g. 9 . 6 , y ry' y,. / Note: Ori inal.Drowin ` Fri 1 h +� US. -p� %: 6 ry . ryh. 7 ryD + _ i g ' n I 1 AR. t BACKFILL AROUND k y I 'L � R;meEtleve22.60 - Cry + r--I . O � "BB" INLET f x' .. +h 6 � +24.5 4 Shows Gas Line to Be 1 1 + o� ry1 o Located SW of Transformers I I CONC PAVIN S Tap Gr But Meter `located • + t g `' O' 6 o O J �L• `t- gry �IIiLDING PAD + ry . Grote � NG TO LDITI�N 1. Rim Ei . . E/ev 20.32 ry� a ry I ' BOLLARD 1 e h is as P .. Q(°4 . rj v.va0 + Shown 6. ryh' L 6 Pa Q _ \\ �i PROP: 1+ 7 ! j(G E1evSTfIGCTURAL ( g 1G l I Q CLEANOUT . 1 1h. 1 ry . °ta .51 ryh. \ ryy. ti S DRAWINGS. I \FL(12'1PRO g� ryry 01 ry. 0i + 11 1 . � h� +" ryh ryh *h0 . t ec ry ih ryh ry 9h 1 i* . * ry Q h- k• /\ 9 1 a �G \ - � I 6 01 ryg Tap Grate ry \ PROP... S/W I i{ P 57 10 HOPE I i \ C 0+' a . �' SOM `SWR O 0. I I � �Gryy. I (� I i I . FIRE HYDRANT .I I. I+..o .�e . Sign 26 - s\ 6• Elev 25 0 6+ \ - °�' g�. Goafoost Et Zir g EP 1i^ ---a-- I ,a GAS VALVE . . ^' l V G t oyt 0' N _ ° jry 4•, _ � o I h6 ryhp �., a0I 4G ryh h `�c c NG I �°� FOR CONt OF h1 DRAIN. n ...:. ROOF I n.. ewer g \ v ! \ gry9 0 �g� ryh q� 1'5'= ry 0 ry• ' :I Sr `i`J . < GUY WIRE I 00 ry1' ryh. + * c°c s; n i+ 6/ GRATE INLET +0 9 h' ( I ryh$ V.�e ry G� " T023.94 c -i�. 5 \\�.���/// h�. PROP. 1 + L C G 1 ", ho 70'�10' HDPE 9,$ + i+ Grate Inlet 9g' + . I ryry$ . a HOSE 'BIB . D, EXIST,FL(21")NE20.36t a h_ t° a EX IST.FL(187SW20.36t `L h - I h�0 1 , �t� I, aG 'S qG Grate Inlet ( + o Rim E/ev 22.63 F Elev 20.40 EIev2039\ ryg g INLET .I ._ Yoie lnfeE (//� 1 I Rim +a PROP.FL(247NNf20.35 @i PROP. SAN ^� [X.FI{E A I . . �-� Gry 1I ,Eiev ry� i� V. 9 0 hEtev2.6 h S;n Pe 5 h ryh �B ` G C' HY,1"°"" TG22.80 I I ' ACV IRRIGATION CONTROL VALVE ... .' . . etryhh6 - +h ryy`G� 1G S, n I 7 PROP. 180'�6' Vh09 hi '; hit 24-,NSW 2, ih.. G,yg2i.. - . . . � . �,ry ry 9 �`�e _ NIOR HIGH SCHOOL Gry e` h LVfYi�/� �lJ 0.65X �G Cr r ry ry W20.00 1G g. Gry ry,I,9 i ® LIGHT STANDARDII . +ryh gh yt° ry- I a her . School Buildin uA, g I PROP. STM C - a� - t7 g" PROP. 1 .. ry . 5 0 P 58 «24 ryk g- I 0 MANHOLE . . .. '.' .. .. .II v 1 1 16 I h * qG h� � �' 0 1 h +h' �h 9 3 ., _ 9 G m N� FL(15"I = -_ I STM 5 ryg. e j <.: io �. STM 0. G F a rya•+ry s.. 1 blot h0 gi \s, h 6oF Gry < i g 2 ®Mc PAINT MARKER (GAS) . . 5ry �o h ryh6 16 t h' Light s +ryg" ry S% STMn j g0 ry . . . . .I + x h I G o + h0 PROP. SADDLE TEE g N+ CONNECTIOFT�3f�$ h• ih e P e� ` P . , 9 `' PROP. F4 2,4 ''C9. , 8 POWER POLE . . , . ���.� I�+ oryh 0 �0+ 61 I. - I l I. v CONTRACTOR TO FIELD VERIFY DEPTH AND ' LOCATION BEFORE CONSTRUCTION IN ORDER TO 0 gh \_0 EXIST/��(05'�P- oxP h +. - 1 ' .. ry -- SIGN . 1 SIIg� ryh. ryh. N EXISTING = �._ VI . ev 24.35 9G1 \ 0y\ I 24.16' . , . + I. ... G O t LET + AVWD CONFLICT WITH DEPTH AND LOCATION. Fr line 27.1 4 4 tiJki ry Gryg Gry 23.89 T.24.74 24.60 I ° WATER VALVE . � � I +I� 1h' IX. FIRE ryy g 5� 1G24 - J e I ' * 4FH h' (187NW20. of I ' _ 1g a•- ry �\ h1 h \ + Gr e Inlet `L pry [, + ry Rim ev 22.90 9 I +�I I� ry HYDRA �\ ST. 157SE20. \\ �\ae+p 2 . _r . ry ry ry-Gryg Etev 0.1s . . . ..%�I \ G ( ii+ : ao 7SE21. � �'� rygry9 Grit , Inlet' 1 < Ri -lev z4�� \ a I LEGEND: PROPOSED FEATURES . . .�I I h a ryh• 1 1 h- o a` \ 5 0< s p. I D ry1 `' ryh5 ry a1g rygry hg L; t g. Er o +. 0 ry + . ' - . � . . - I I� I.. �1. ... .I .I. I:�� .+� .�. II�\ . + n1g+,I zs c . + .ry it +25.3 .. et \ .ti ryh 1 £ \ ry 1 . . °\�' e e a .: ROD. 62 �72 8 °o rf. ry� + -..\ ryh6.. ae .. +h... }.'Sign .,Gr nsign 9 `� \\\\ I� h I, I.I�1. q. 1 q qL _ qG / 1 a! \ ' hry `I' �' h ryry' h e 11oi��1 '�. gih ry ryry g?3. l h. +ry 9ry + ry ry 0 i 4.31 24-6 4:6 9 .2 , t } I 4&00 x PROPOSED SPOT ELEV. - _� DRAINAGE FLOW ARROW I. I. .. I .. �� I..I�. . . .. c -' q... \ ":'m v 24.6 25.4 . .. g 0 E rgn {, y r _,. 82 - 1 Iryh i .° eP' 0 +ryry' °' g0. G i 1 0 n \ ry i h' 4G + ° = _- - RIDGE .LINE . . �I . .. i+ ryh0 V< Rio° 26:4 Vn L 0 1° G ry __ -� SWAL WLINE E FLO ` _ � .. .. . . ' ' .. .1 '.II 4 0 2. 4 ry :�G I -. _. i'� ., 0 hh 26. , C, . i g ,, h• + + nhole �R; Et z4. is 6 Ci ry a\ g* G to t _iry + . ry.5h i r2, , g Rim /ev 31 Manhole 6 -G i - -� - GRADE BREAK . I - - . . . �I. Dry hag ,t'. ry" + . 5' �„ _ - ry' I 7 to ne 21.59 ryh h �, 0 ry go . I L R;m E/ev 2. " ' ng' _ i0 , .. ' '. .II1I�. I . I - .. ._. _ - . G + i 0 L +• h.. -,S.• .25.5 h o, i `b A: y� o°' qG - � `6 4. y a. + o I t \' g \ Grote /n!e Flowfine 20.4 ° +. . :� ry Rim .E 2 . . h,b \ rl 8 g. Zd.92 4 2 .54 2 .2 24.s3: 24.27 7 + .5�. .O ' PROP. GRATE INLET. _ I � � I. I I1 I .. . h qc : �o ' o �o - { .. ry : 6+ - �:•.-`. 6 if / 6 _ - h' ,,h + a a i1 g. °. ry nh. +ry E v 2 h9 g. ry ph ry 4G61 g .. p ryho h• 1 +g. 2 FFE FINISHED FLOOR ELEV. :. - .. � .. -, - I�..II..� .�. °iu- 2 , �6`a' aea + .I - a g ?�', 9 za Grot Inlet "Ri Eiev 06 +g � Grate I�ylet G 1g g G t + g +++ryg TW TOP OF SIDEWALK III I I : G. 60 ryh :' + + I I. et . Elev o" 1 �9 . R;m EieJ 22.a h ? \ e 20. F E7 ,'VI,O - . .� - . � .. � _ I .+h . _ - $1+ ti, + TY'A ry ary "h e�� G rya.6+ +ryga v +ry . ry +g• pis ti TOP OF PAVEMENT . . +I. ��. I � I. .. +.I�.. �1 i6 + 0 h9 ryh. ,.. �j ° ryh Si 20 e y h- rya ryg' oc1 hy9 1G. ryry g, +ryg g h +ry ryg g ry ry . TG TOP OF GRATE . a tG ryh. i 1� + + 4G 4 ° sz+ 0 12'j119 'I' °t; t' ry h ' Y 5°c ry 0 a 1 tG k rya \ . �G� Go gt 1G i g tig +g + ti TC TOP OF CURB . I. + I I. I ry ryho 9 ` a h ryg. +ry ` I' h o h h .. + 1 ryh• ago .1 q k h a1 �G G h 4G - 9 ryS• G ryg i + . ry$+t, +1 9. ry G GUTTER II I.I I...I � � I ��I. I.� ...+ m a. a ry ry c + a b + - . dote ! let G i of + Ri Et 24.67 / i e �6 ry' ry 6 G G. a qG i ,( 1 , g O a ry' 0 6g h6' 1 9+ g `l- g:5 #Light 'b + �. ^J �: g' i ry .1 . . . '. . ..+�. i I h�+ - ry $ i ryh. hgi 2 ryh' :�, .�7. E! I i.42 . ryh ry ryg . G +ry g5 +g . 2,51``I qG 1G LI , - i1 i. . h 'Sig * ;Li - pJ .�G +ry +0- z : Z TOP OF RIM . . FG FINISHED GRADE 1... . ' . . - .. .. Gry 6i FH ,. �: ti lh. ..rya• ." 1 gg. 1 ryh. , gh 0 yS� ryh 6 .Gg1 .i + Gry . +g *ryg' SG g vgh g- + +g. . .. .. .. . .I. I�:+. .�. v ry I 0 1. 4J. } G�. . c ry h . ... i ry . N �, '� IX.FIRE '+ +ry i hry ryh• +ry ry. i g' , h.. 'a' Grot inlet ry G ry h. 'c .ry Elev 23:98 ry h g h h -. SWB Pedestals: 0 9 9 + . i h .' g•ry• ry ryry I TB TOP OF BANK - I. .. ��...I�I .. .I I .I1� II ,. .I� � ry. :1k 3.� ., h.. .. ryh0ry + BA 3 Manhole I. hJ:a .R;m .. �G' 4G G h ry 9.. - -9 .'h ryg.. .. +' 1 r G 6: 0 ryg' . ryg• h0 I, i ry gk. g. h g. .+ + . . '. . . o, 6. ry + h ......' a 0 6 h _ ' V Rim Elev 25,48 ° ry GRATE MLET : ry •,;. t'(E?'- �' r , ._ hi 0 5- - h• O g .. h 2 g + ry h qG g- S ry 6 G h g .. ry� + + &- g• PP ry , . ry ' i. ry 1^ `.-F- .. -�'� .. TS TOE OF SLOPE. . ', ,.. .. ..�I .. - . .I.. .+ 3 . .. .ry G _ .. . h , •.. Ft wl;ne 1748 .. .. G TGL4.30 i Srgn -Grote /'e` ryh. 1 .• :.' 1 � .. 0$. 6 ai Gry- h. ryh" ry . t - I ,+ .1G +`6 1+ ry i h' . + 'h. 1G +2 ak. + .. .+ - + _ ,- ,-- . y i• - . RIP RAP .. ...�� .� � � � I I . I. ..I .. .. ��� - 7 ry - Rim El 2,2'21.4 + ry I , ry Elev 60 . 4Ghry Dull y . +ry PP �G .. hi 1 ryh g`'. h+ - -- n9. i 1 ,hh a 6 0 1 L "i �� - 1+ '_ 6 G 'i' i GONG. PAD II �1 . I � I 1.I,. i . 1• . h ry y. .GA h .. h. . ry +' S'gn .g ry L PP. " . " 'ryry Q. : . i .. -.ryg -_ -- t` N. 1 . " , 1. h. ti ( .. .� I . .. '.. . . - .. . . . .. - . . .. �I ..: h. ry . Fnd !R :ryh h1 h' g . ? ' y ' hti o ryh. c .G +`L 23.7 ry' ry n . pg .: ry + ,ryry., + _- -r'1: *24.3 - -6 - , y ) % . )Srgn. h ? h. ryb. . `L : _ . . _ H/C' RAMP . .. .. .� +� .I.I - I I . ' I , � �' , � �' -�- � � � . :..: � .. ..,, .1 �1 h hp9 ryy. ..ryh + .2 ry + 24.7 � � � ry g * ryry 22:87 ry a - 3 22.38 - 2246 - 9p � h@ h ry City GfS Shows . �y}!�'6 egg . 'lhi T.ry Record Drow;ngs H S the fo be an 8' Water Line . of Schoot'Show it to be £2" . .. I. II . .�I.. .. ... ... _ . I .. g -,- -. .� .22.4 ater Line .22.46 _ 0. .ih P. ryh9 .L - _ ry �OD I�t . . . . . .. .. _. . .. .. - �0 .�II .' - h9 ryhry9 ryhry ...ryh � . .g0 p. Q,V% 24" 4Sign. � . . .. . . I � _ ,, . . .. .. ..��.�. .. .�.�� I1. ,I •.. I -+��. .1..+I d Sign . ri, G 22:70 .. .. •� . I,. NORTH L ST. h1 L .I ryh. a I� I. l i . . . . . . .. 6i I602 J ry . .. _ . o .. . LANDTE CONSULTANTS, INC. CH .�.I1 �I.+I�.I� � . . .. .. .�, I �. Civil Engineering * Land' Surveying . .1 ..I .... _ . , ..I ." F ra .. .. ,.y 2525 North Loop We st . . :. . a. . 75" .Sanitary Sewer _ .. © .. 'te Sui 300 ... .. . . . . . Houston, Texas 77008 1II 1:. . . .. _.�I. 0 * .. .I I.+ �. I .�� 1 + -II; � . . - . . . Tel. (713).861-7068 Fax (713) 861-4131 ... .I . ... . . . . � . . . . .. . DATE: Oct 2008 DRAWN BY: JER . . +�I� I1 . .' � ..� SCALE: 1"=40' DESIGNED BY: JER' �� �. . . I � �-,.1..II..i �/+ DWG No.: CHECKED BY: TL III �.I1 .. � I - .. . JOB No.: 0710271 SHEET: 6 OF 10 - .. .. . . . . I : . . . . .. FILE DIR.:S:\2008\0810036\ENG\ . DWG NAME C3 0 UTILITIES dwg VLK Architects 7915 F.M. 1960 WEST Suite. 1 214 T Houston exas 77070 281 671 2300 STRUCTURAL 'Matrix Structural Engineers 4888 loop Central Drive Suite 505 Houston Texas :77081-2225 713 664 0130 M. E. P. KAWNS MARSHALL ENGINEERING, INC. 10930 West Sam Houston Pkwy, Suite 9W .Houston, Texas 77064 281.664.1900 CIVIL . .Landtech Consultants Inc. 2525 North Loop West 300 Houston, Texas 77008-1094 713.861.7068 FOOD SERVICE . . Frank Clements Associates, Inc. 10850 Richmond Ave #330 Houston , TX 77042 713.784.3212 y�P.. O F T F�%9J' ♦. .r. 1.*, .* .� TiOMAS R�LANGFORD,Ill �'� 6763D a W R . 13- 1 o r- J O w . Q * . O `^W F_ OI U mil . . W =� = F.Cr 1.1.E V CC LLJ W ' CC LJ.. cc Z C). O O ^ o z \0-0 Im 0 _� 0 0< 0 DIRECTOR PROJ.000RD.. SJA I I TDK DESIGNER . DRAWN BY TDK . , SHEET TITLE . PROPOSED . UTILITIES ISSUE DATE OCTOBER 23, 2008 . . REVISIONS . SHEET NO. 1. OF SHEETS C31. ■ Q COPYRIGHT © 2007 VLK ARCHTiECTS . i � � w Z 1 WM ?N ca " N 5 H a w = g Z' Z M Z a' Z m 0 Q', C3 CD CD CD Z 0 . s U) = a2 Y � Zs W n" 4 r- H J a Zcow Q > 06 U J¢ W 0 Z > P 1 zg< N W po0�dZ001 1 .. }} CO � u..i r U_ i I NQU)CM I-- 1 1/41' W.x 11/2" D. SAW -CUT GONG. PAVING JOINT AT 20'-0" O.C. UNLESS SHOWN OTHERWISE FILL JT. WITH SEALING _ COMPOUND r o 4 P. P i • TYPICAL CONCRETE WALK CONTROL JOINT seA�E:11rr'=r-a SEALANT OVER 1/2" PREA EXPANSION JOINT FILLER 2'-0" J (- 1'-011 1'-01, _I NEW I EXISTING CONCRETE CONCRETE 0 0 P TYPICAL CONCRETE PAVING EXPANSION JT. DETAIL 1 1/2" fl=112° fl=112' #3 BAR CONT. T ° 0 _9 AN c ° v T P C:P #3 BAR CONT. CONCRETE CURB DETAIL SCALE: #5 SMOOTH BAR 24" LONG, ASPHALT COATED AND SPACED 36" O.C. LUBE END AND FIT INTO 3/4" I.D. PVC PIPE W/ CAPPED END AS SHOWN -8"LM w STABILIZED SUBGRADE SCA.E:11/P'40' 21-011 J 1'-0" LOCATE THIS JOINT AT #5 SMOOTH BAR 24" LONG, ASPHALT MAX. OF 30'-0" O.C.E.W. COATED AND SPACED 36" O.C. LOBE IN CONCRETE PAVING END AND FIT INTO 3/4" I.D. PVC UNLESS SHOWN NEW NEW PIPE W/ CAPPED END AS SHOWN OTHERWISE CONCRETE CONCRETE . Q D P ' ' a 1/2" PREMOLD EXPANSION JOINT FILLER W/ 1/2"JOINT SEALER ABOVE 8 LIME ///// STABILIZED SUBGRADE j TYPICAL CONCRETE PAVING EXPANSION JT. DETAIL CONC. WALK DRY BRUSH FINISH #TS AT 1 B" TRUNCATED CONCRETE PAVING O.C.E.W. DOME q c _ CONCRETE CURB BEYOND EXISTING PAVING TYPICAL CONCRETE PAVING EXPANSION JT. DETAIL DOWELED SCALE: 1"=14 It 5'-011 4AIt 5'-011 CURB FLUSH W H TRUNCATED DOME SYSTEM FACE GUTTER 24" X FULL WIDTH OF RAMP. OF CURB CAST -IN -PLACE SYSTEM TO CONT AST ADJACENT CONCRETE. SLOPE IN. EX P NS.ION ' , ...:... SLOPE ON. JOIN 1:12 .:.::: :::. N 1:12 .. ACK OF CURB Z � N vJi 4" THICK CONCRETE 6 CURB RAMP PLAN -DETAIL SCALE: 1/4"=14" CURB RAMP PLAN -DETAI SCALE: 1/2"=V-0" L E.J. L W DENSITY LE-< I � 20' - FRONT', SETBACK i 20'r_ PROPERTY UJ E i PR�PI I i I I � i i I i , 1 1 , i 1 i , 1 10' —SIDE bETBACK 1 ' I I 1 I I i PROPERTY ONE 1 h ' I N I g EXIS77NG PRACTICE FIELD g 1 I I I i I I I I I I 1 I , ' , , 1 I ' i I I I , I I I i , I i , I I , 1 ______________________________________ ____--- i i Out Lot 473 I I i I I I I 1 1 I� I z la ICI I� 10' -SIDE SETBACK Iz W (� 0 I� I 3 FIRE ACCESS GATE TRASH RELOCATION AREA — 1 A1.03 GV N / OQ P 1 4 12 �♦ 3 // - IX. FIRE HYDRANT J� EXISTING LOMAX JUNIOR HIGH SCHOOL EX. FIRE A1.03 = — HYDRANT yz 4 � 00 rA:o„ � O \0 �. F � :9C ��`' a ♦ 5 G ♦ _ 16 1 A, 13 : 13 ♦♦ (0 14 . 2 6 ♦♦ �♦ CE � ♦ 'e a ♦♦ 4.:. . r ♦ � C 4 1 ♦ EX FIRE/1 30' - FRONT SETBACK ♦♦ CE HYDRA / I _ a♦ •e f ♦ •. is °": // 251-0" PROPERTY LINE ♦ 1 / `4�����i 25,E NORTH L ST. $ SITE PLAN y N SCALE: 1" = 404" PLAN NORTH TRUE NORTH LANDSCAPING CALCULATION FIELD HOUSE ADDITION Landscaping = 23668 sq.ft. (Developed Site Area) — 8,971 (Roofed Over improvements) = 14,697 sq.ft. x .6X = 882 sq. ft. CLASSROOM ADDITION Landscaping = 3,068 sq.ft. (Developed Site Area) — 2,438 sq.ft. (Roofed Over improvements) = 630 sq.ft. x .6X = 378 sq. ft. TOTAL ADDED AT MAIN ENTRY - 2a50 sq.ft. LANDSCAPING LEGEND TREES COMMON NAME QUANTITY CE CEDAR ELEM - 4" CAI. 13 MONGRASS SOD NA FLOOD STATEMENT THIS TRACT IS IN ZONE X' AND NOT WfMlAf THE 100 YR FLOOD PLAIN ACCORDING TO THE FEMA MAP/ 48201CO940L REVISED ✓UNE 18th 2007 FOR THE ADDRESS - 9801 NORTH AVENUE L LA PORT&, 7X 77571. SITE PLAN Lomax Junior High School La Porte ISD TRS413and 414 La Porte Out Lots La Porte, Harris County, Texas 4" CONCRETE PAVING • 6" CONCRETE PAVING a .4: °• 7" CONCRETE PAVING e . ' • (FIRE ACCESS ROAD) ------ _..., — x X f — x — f — x — x — f — _ — x — Ex. 6' CHAIN LINK FENCE x + �THC+CK------- Coo/post _----------------- a4CKSTOP I I n I I I 1 i '�'-- Ex. ' cHAIN LINK FENcE I i 1 I I i i 1 ' I I I I I I I I x I I 1 1 1 _ i 11 Ii 1 I II 1 II ESL 4' GWN LINK FENCE x I yl 1 1 I` - 1!---------------_ -_>----------_ ---------------�I �I i d — i ' I I d --1- t I Out Lot 4 r �I ir--------------- ----------*--------------- i -4I 1 *---------------------------------------- 3I 4I I - - 1 I`" F..yl - - - r ~I_ _ RELO TED BACKSTOP ' - - --------------•----- -------p--- 1 w _ _ 41 W1E---------------------------------------:1i i m I Ir------- EXISTING PRACTICE FIELD---- fl 4 5ALT. 1E--------------------- 1 Z + 1 —�— _ _ •� --1 4A anffim 01": '..' A1.03 A1.03 w I. IE-------------------- _------------- - - 4: i~ a _ IE-----------------#------------------�j /'' ------------Gcatpost / . 11 � �' • . s FINEW PROPOSED ELD HOUSE ADDITION ♦ C MEW 0 i''''Q - P - r - - P - ---yl it — — —Ii __________ iE-------------------------�---------------� ~ - Ir — iE-------------=--------- - 'II — yl — 7 --------------3 E--------------- ---------- ;--------------� .----------1----------_,•-_ �E----- ------------�1 I - E - _ - :E---------------°-----------'-----------F---3i -41 - --- -I 1� ARCHITECTS qI I I VLK Architects 7915 F.M. 1960 WEST Suite 214 Houston Texas 77070 281 671 2300 I STRUCTURAL Matrix Structural Engineers 24 Greenway Plaza Ste.1508 Houston Texas 77046 713 664 0130 M. E. P. KALMANS MARSHALL ENGINEERING, INC. 10930 West Sam Houston Pkwy, Suite 900 Houston, Texas 77064 281.664.1900 I CIVIL i Landtech Consultants Inc. 2525 North Loop West 300 I� I Houston, Texas 77008-1094 713.861.7068 FOOD SERVICE Frank Clements Associates, Inc. ct 10850 Richmond Ave #330 Houston , TX 77042 i Q I 713.784.3212 I al �ok u A,9 y 0 may, I DECEMBER 10, 2008 1fi i1 C)) ARE I W ' RANT I I W NO � _ 16 Cn + i '^ 2 "' PROPERTY LINE z 1 V J A1.03 x 10' - SIDE SETBACK I O O Q Ix J C-P C'6 EX 4 CININ LINK FENCE "" x DL IV CIPAIN LINK FENCE -� 4 �f_xx—x_7,-Nx—x—x� i I p t� _ VJ I �c�ocw 06 _ � I� -- -- -- ( � O_ CL x i I C) z H o --ni xl I o I ( J I DIRECTOR PROD. COORD. SJA TDK 30' - FRONT SETBACK I DESIGNER DRAWN BY 116 O i I TDK LPY PROPERTY LINE 25'-011 K SHEET TITLE o, SITE PLAN NORTH L ST. SITE DETAILS SITE PLAN KEYED NOTES 1. NEW CONCRETE CURB. 2. PROVIDE NEW HANDICAP PARKING SIGN. 3. PROVIDE NEW PARKING STRIPING AND PAINTED GRAPHICS FOR NEW PARKING AREA. 4. SAW -CUT AND REMOVE PORTION OF DAMAGED CURB. FIELD VERIFY. PROVIDE NEW CURB TO MATCH EXISTING. 50 REPAINT EXISTING EXTERIOR CANOPY AND STRUCTURE. PRESSURE WASH AND REMOVE EXISTING LOOSE PAINT THROUGHOUT. SCRAPE ANY REMAINING PAINT NOT REMOVED FROM PRESSURE WASHING. PROVIDE ADA ACCESSIBLE RAMP. RE. 6/A1.02 AND 7/A1.02. 7. SAW -CUT AND REMOVE EXISTING CURB TO NEAREST CONTROL JOINT. PREPARE SUB -GRADE TO RECEIVE NEW CONCRETE CURB AND HANDICAP RAMP THROUGH ISLAND. CLASSROOM ADDITION. FIELD HOUSE ADDITION. FIELD HOUSE ADDITION. ALT. BID CONCESSIONS PROVIDE NEW EXTERIOR METAL WALL PANEL. MATCH EXISTING. FIELD VERIFY. PROVIDE NEW LIGHT POLE. PROVIDE NEW HANDICAP PARKING SIGN -VAN ACCESSIBLE. PROVIDE NEW WHEEL STOP. PROVIDE NEW HANDRAIL. PROVIDE NEW CONCRETE SIDEWALK. PROVIDE NEW ACCESSIBLE CONCRETE RAMP. MAX SLOPE 1:12. ISSUE DATE OCTOBER 23, 2008 REVISIONS QADDENDUM #211-10-08 QCITY OF LA PORTE COMMENTS. ASI#1 12-10-08 PROJECT NO. 2775.00 SHEET NO. 202 OF SHEETS 1 COPYRIGHT © 2008 VLK ARCHITECTS I i cc Z LU Z N mLj ow Z Z' - Z � • Z a m Q' w o Q o M' M a 6' �! I N I LLI x 0- Z U) (D Q N _~ W Z' Z Lj� 0 N :2 L� _ a W X t Q U) Ld o = � o O Z Z o m I- EL - U) W LU ZE-5 o o QU)Z IL M owZ Q I _. 00WErZ00 oogo0 0 N Q W (3)00 1 ( :1 SITE PLAN SCALE: 3/32" = P-0" 2 SITE PLAN SCALE: 3/32" =1'-0" t 8 SPACES AT ti z PLAN NORTH TRUE NORTH NOTE: 1. HANDRAILS SHALL EXTEND AT LEAST 12" BEYOND THE TOP AND THE BOTTOM OF THE RAMP SEGMENT & SHALL BE -- PARALLEL WITH THE FLOOR OR GROUND SURFACE. 2. THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE 1 1/2". 3. GRIPPING SURFACES SHALL BE N_ CONTINUOUS. - -- - 4. ENDS OF HANDRAILS SHALL BE EITHER ROUNDED OR RETURNED /�\\/��/ SMOOTHLY TO FLOOR, WALL OR POST. \\\\/\\/\\\/��/�\\/ 5. HANDRAILS SHALL NOT ROTATE EXISTING BUILDING IN THEIR FITTINGS. 6. HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF RAMP 6 HANDRAIL ELEVATION at RAMP SCALE: 1/2" =1'-0" PROVIDE CAP FOR SIGN POST, TYP. 12" x 18" "SARGENT-SOWELL, ® SIGN INC." SIGNS #09X345 ANDS 10" #09X622 (BOTH VAN ACCESSIBLE PRECAST CONC. WHEEL BLUE AND WHITE WHERE APPLICABLE STOP, 64" x 10" w. x 6" h. ALUM. NON REFLECTIVE) o TWO # 4 BARS 2 3/8" DIA. GALV. STEEL SIGN POST, a SA-SO-03-098 12" LONG x 1/2" DIAMETER STL. r I ° RODS, TWO PER STOP M a 12" x 24" DEEP CONC. FOOTINGS 8 a°. Li ° .a EXTERIOR DETAILS SITE DETAILS DETAIL of PRECAST TRAFFIC SIGN ELEVATIONS $ CONCRETE WHEELSTOP SCALE:3/8"=1'4' SCALE: 11/2"=V-0" S008 3 SITE PLAN SCALE: 1/16" = V-0" TE SQUARE GRID ISE FOR SYMBOL kTTERN LAYOUT VLY) !LUE an 4 SITE PLAN AT BASE BID SCALE: 3/32" = P-0" �-LAN NORTH TRUE NOR7. RAMP PLAN y 1 PQLAN/DETAIL at H.C. SYMBOL 5 SITE PLAN ALT. BID 9 ti SCALE: 1/8" = T-O" Z SCALE: 1/2"=1'-0" HC000 SCALE: 3/32" =1'-0" 0 PLAN NORTH TRUE NORTH PLAN NORTH TRUE NORTH kiP ARCHITECTS VLK Architects 7915 F.M. 1960 WEST Suite 214 Houston Texas 77070 281 671 2300 STRUCTURAL Matrix Structural Engineers 24 Greenway Plaza Ste,1508 Houston Texas 77046 713 664 0130 M. E. P. KALMANS MARSHALL ENGINEERING, INC. 10930 West Sam Houston Pkq Suite 900 Houston, Texas 77064 281.664.1900 CIVIL Landtech Consultants Inc. 2525 North Loop West 300 Houston, Texas 77008-1094 713.861.7068 FOOD SERVICE Frank Clements Associates, Inc. 10850 Richmond Ave #330 Houston , TX 77042 713.784.3212 DECEMBER 10, 2008 GV W/� �� C13 0 = w �- z cn 000 O A O VJ W = LU Cc (D EM _ W c = 0 z°C�CD CD 0 I� O C Q O J DIRECTOR PROJ. COORD. SJA TDK DESIGNER DRAWN BY TDK LPY SHEET TITLE ENLARGED SITE PLAN SITE DETAILS ISSUE DATE OCTOBER 23, 2008 REVISIONS QCITY OF LA PORTE COMMENTS. ASI#1 12-10-08 PROJECT NO. 2775.00 SHEET NO. OF SHEETS 1 03 COPYRIGHT © 2008 VLK ARCHITECTS