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ARIZONA TILE (PORT CROSSING) SITE PLAN
W z Q LIC C3 ii CURVE DELTA ANGLE RADIUS ARC LENGTH TANGENT CHORD BEARING CHORD LENGTH C1 01'34'26" 5259.27' 144.46' 72.24' S 19033'58" W 144.45' r. I 30.00' EXXON PIPELINE/ I I EASEMENT (FNO. ��Z� I Q I I E019983 HCOPRRP) I i I RESTRICTED RESERVE "I" 66.00 AC. i W 2,874,815 S.F. m I STORM SEWER ( I E I Q HEAVY INDUSTRIAL PROP. 8" SAN. SWR. NOT ( DOMESTIC 0 U I \ I 1 2 WIDE BAND SINGLE ( ) r i UNDER THIS CONTRACT () BY OTHERS I °� IIII{I U I,III IRON ROD WITH --- ( -----) ---(1) 2A METERDDLE A& METER BOX-----\�----\\ c - - - - - - - - - - - .. PTiOFs -SAN-SWR" - - - - - I- >, i 1 fil IIII ( EXIST. STM. SWR. NOT UNDER THIS (1) 2 BACKFLOW PREVENTER COTTON SURVEYING EXIST. DUAL 24" CO. CAP CONTRACT. REMOVE II III( (BY OTHERS) / o FIRE HYDRANT,}T, I RCP CULVERTS N 100,178.11 \ PLUG &TIE INTO 8 UNDER THIS CO I I _ - - - - - E-2$,177.54 � - - - - - STUQ_OUT. FL=2.63'- - - - - - - - - - / - - - - - -� III---- - -------------------------\ - o I III 1 FIRE HYDRANT, NOT PROPERTY I H FIRE HYDRANT NOT I R=15' 4' WIDE SIDEWALK IRON ROD WITH COTTON - I- IRON ROD II I I S. 16TH STREET UNDER THIS CONTRACT R-15 LINE 00 UNDER THIS CONTRACT UNDER THIS (TYP) (BY OTHERS) FIRE HYDRANT SURVEYING CO. CAP `0 WITH COTTON �(ZYP) to w R=15 CONTRACT _ - (BY OTHERS) SURVEYING CO. III III (POWELL RD.) \� GL=13.30' GL=12.53 p Gt=13.55' �_ N 100,991.16E 28,135.23 CAP I I i N 99738.76 I III ----- -------------- -----� -- --- - -- _ --- ---�-��----------------- - 3 E 28,200.66 I111j1 l 5' / TP=13.94 / i 111 5'\ EI {I - _ DRFVE ____ ______-- WATERLINE, NOT UNDER - $RI_ - I E- 'o o i THIS CONTRACT o P=15.4 12' WL (BY OTHERS) x OF EXIST. 11 I I 1 I { 1 TP=15.X7 XTP=1 .85 0� i / ,n ITP= 9 rn DITCH III III III I II I 25 B ^ tr N / TP=11.75' { / TP=15. ' i ® ® ® ® I I I \TP ' 15 79' - - -- / CONCRETE - - - ,I SURFACE ( I ( (� I a �/ PROP. 77 LF 8" SDR 26 PVC SANITARY SEWER { III I I III II d N 99,810.24 /� SAN SWR 0 1.00% SLOPE SAMPLE WELL a z I I1 1 E 28,284.40 \\ 8" CLEANOUT P " w g a II I Ilil II 1� I � 1 I I // \ / 1- ALL DOORS=16.48, (TYP.) z PROPERTY III I I I ----------- _�------------------ ------------- w LINE i IIII J a w N II`` ( - DOOR=16.48 \ \ //N _ x o (I I I I{ I I I I N 100 031.22 EDGE OF BUILDING 100,440.65 00,440.65 z r z FIRE HYDRANT, NOT � I I I 218 E 28,335.87 \ NATURAL GAS METER E EDGE OF LL • a w UNDER THIS CON RPGT I it i ,D I VE BUILDING o w 0 0 uj > ,n MARK DATE DESCRIPTION BY A 11/06 ISSUED OR REVIEW DCB 0 03/07 ISSUED'CO COLP FOR APPROVAL DSP LEGEND: EXIST. PROP. FLOWLINE )R POWER POLE O O SAN SWR MANHOLE 4 FIRE HYDRANT d o WATER VALVE O STM SWR MANHOLE O STM SWR INLET ABBREWATI( NIS• BL BUILDI IG LINE DIA DIAMEI:R FL FLOW .INE GL GUTTEI LINE HDPE HIGH I ENSITY POLYETHYLENE PIPE PVC POLYV JYL CHLORIDE RCP REINFf RCED CONCRETE PIPE -N 100,655.09 E 28,240.34 � - ( TG TOP C ' GRATE r TIP TOP 0' PAVEMENT 1 UE UTILITI EASEMENT PROP. RECESSED / / WILE WATER INE EASEMENT TRUCK SCALE r 11 i NOTES: PROP. DOMESTIC 2" / SCH 40 WATERLINE r 1 1. PROPERTY ZONED AS PLANS W UNIT DEVELOPMENT (PUD). / 2. GENERAL PLAN AND SPECIAI CONDITIONAL USE PERMIT -(2) 2" 45' BENDS r I #SCU06-006, 9-11-06. I 3. PARKING LOT PLANS AND R VEMENT DESIGN BY OTHERS. r r j 4. DETENTION REQUIREMENTS F )R THIS TRACT ARE PROVIDED WITHIN THE PORT CROSSING REGIONAL DETENSTION BASINS. (1) 6" GV & BOX r j 5.ALL BEARINGS SHOWN ARE LASED UPON TEXAS STATE 0 w M w w w I I / / U.E.(1) FIRE HYDRANT I PLANE COORDINATES, SOUTH 'CENTRAL ZONE (NAD 83) a ¢ In � '� I I 10 i I / ALL DOORS=16.48' . (4) 10" CONCRETE / 16. UNLESS OTHERWISE NOTED 4LL "TYPE" CALLOUTS REFER o f o w� o z ,�� y 1 I I I , 85.00' (TYP) BOLLARDS r ' TO CITY OF LAPORTE STAND i N l z Q} o I I i'{ / EDGE OF BUILDING 840.00 I ( r RD DETAILS. � wQQz I { I i w i �_--- 0- � m 11 11 I ALL DOORS =16.48 11 I. Iz w o o (I 111 4 ( oo (2) 6" 45' BENDS I i TRUCK o o z (I I i-II II ^ I I CANOPY `- 3 w FIRE WATERLINE I(; M w I' 20' MIN. I (1) 12"X8" TS&V 1 IIII I I i CLEAR F FIRE WHGTI ( (1) 8" BACKFILOW I 1 I. I" II I PROP. 8" d C900 PVC INDUSTRIAL WAREHOUSE � N PREVENTER I li II i I ATERLINE RESTRICTED RESERVE "rn En PROP. PAD MOUNTED 19.14 ACRES -AREA OF PROPERTY I - - - - - - - FL=8.67 II I ELECTRICAL TRANSFORMER 295,389 S.F.-BUILDING PAD AREA, -i D PROP. DUAL 30" I III { I (2) 8" 45' BENDS (BUSINESS INDUSTRIAL OFFICE WAREHOUSE) I PROP. 6" C900 PVC ] RCP W SAFETY ___I __ FINISHED FLOOR ELEVATION=16.50',� I i FIRE WATERLINE I i1 - N 99,831.27 i az END TREATMENTS. I N 28,660.0 54 LF. I I /;[--i1 E 28,630.19 E 28,660.00 o "IRON ROD WITH 1P=11.$ .5 PROP. 8" C900 PVC EDGE OF BUILDING /' � � N 100,671.88 I 11,{X I FIRE WATERLINE 3 E 89 o COTTON SURVEYING I I TP=1 33' I CO. CAP I - -------------- �^ i ALL DOORS=16.48' r \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w N 99,771 J3 I �- i---- ----- ` r---------- ----- - - - - - - - - - - - - - -------- '�-------. E 28,675.57 � � /' r� ---'- -- co --------------------------- � �---------------- �� ------ -r-- 1•-I---, ^� TP=14 91 UT LITY EASEMENT UTILITY EASEMENT U.E. FL=8,59 I TRUCK CANOPY 1 217.50' _ - I 296 0' 1- 12" WL NOT _\' UTILITY EASEMENT I _ 20' MIN. - - _ iIi (2) 8"x 6" TEE a UNDER THIS I 14e-I 307.88 _ I I CLEAi2 FiGT. I i I i (2) 6" GV &BOX w z g o N CONTRACT I I I '' I*i I / - - -11- I I - FIRE WATERLINE - 1 r y . (1) 8"X6" TEE J I 1 6" GV &BOX yIII P� (2) 8" GV & BOX I _j J W'S a ¢ FIRE HYDRANT, NOT i i{ 1 (1) 12"X8" Ts _ _ _ _ _ (1) 8" GV &BOX (2) (1) FIRE HYDRANT 8"x 6" REDUCER z � ? � I UNDER THIS CONTRf�CT { I ;i I i - i -�'-� E (1) FIRE HYDRANT (4) 10" CONCRETE ►� 10, WLE (8) 10" CONCRETE BOLLARDS 10' WILE z a z Q 4 0 { I I BOLLARDS F' m W o I �) it / CONCRETE jcn w t3w wo 8 ' i) { i� TP=13.85' SURFACE Q� h0 z 0' cn= �, I I I / ; 1 02¢ TP=13.80 o� Nv� 'o ao N I II RESTRICTED TP=13.75' o �t RESERVE "0" \ N d I Iil i 1.003 AC. , \ 43,688 S.F. \ d I II I (GENERAL I \ COMMERCIAL) �\ p \ III I PROPERTY EXIST. DETENTION UNE p I ( \ \ POND (BY OTHERS) \ o \ RESTRICTED RESERVE "M" \ \ \ 22.89 AC. \ 997,169 S.F. \ (o \ (DRAINAGE EASEMENT) \ z o \ \ 0 ' o 0 i Y w J Li IRON ROD WITH = \ COTTON SURVEYING \ \ CO. CAP \ N 100,713.09 E 29,025.92 243.25' (2) 6" 45' BENDS 7. FILING DATE: MARCH r r II 8. BEING IN TIRZ #1, SECTION 106-680, EXTERIOR BUILDING DESIGN STANDARDS SHALL E APPLICABLE TO THE SITE. I / 1 TP=13.86' r I I 9. WATER SERVICE CONNECTION i TO BE INSTALLED BY THE CONTRACTOR. WATER SERVIC LEADS MUST BE STAKED AT 1 1 r THE LOCATION OF THE WATE 2 METER. r / I 10. PARKING STALL DEPTH INC USIVE OF 2.5' BUMPER r I 1 OVERHANG. 1 ' I ' r 1 I 1 I r r ELEVATIONS SHOWN RE BASE 0 A E) 0 N FLOOD PLAIN REFERENCE MARKER NO. 010295 LOCATE('AT THE INTERSECTION OF r 1 1 McCABE ROAD AND POWELL F )AD WITH A PUBLISHED / I I 1 ELEVATION OF 12.47 NAVD 8f , 2001 ADJUSTED. 1 I I � r r -/- EXIST. DETENTION DESIGN DATE POND (BY OTHERS) DRAWN DATE rI r 1 CHECKED DATE rr r I ' I APPROVED DATE PROPERTY r I 1 SEAL AREA SEAL AREA LINE / 1 �F�O • jFk�ll TP=13.85'X r I J DONALD S. PEEBLES / ............................... ..� r r �I 38946 ' r �IIiQr'•.AFGISTER r I I GRAPHIC SCALE (3): r ' I 0 60, 120' 1 I I � r I / r I r GOLDSTON El 'GINEERiNG INC. r CORPUS CHRISTI HOUSTON 1 I r i 1 PORT CROSSI VG LAND, L.P. PORT CROSSING r ARIZONA TILE " IR N ROD WITH II r LA POR E, TEXAS C TT N ,SURVEYING 1 ; MAJOR DEVELOPMENT SITE PLAN C .CAP N 1I C49.29 ; ; 1921 S. 16TH T.(POWELL ROAD) 0 I I S( 1LE SHEET REV. PROJ. NO. A05035-01 1 OF 4- O ry�O CITY OF LA PORTE f 1 4i SURVEY MARKER NO. 110 DRWG. NO. SH, IWN `/ 9 J J i w z0 O Oa Q LU (9 z H O'= N �� oolr-v <p 0 0) o a N CURVE DELTA ANGLE RADIUS ARC LENGTH TANGENT CHORD BEARING CHORD LENGT C1 01'34'26" 5259.27' 144.46' 72.24' S 19'33'58" W 144.45' c 0 II IIII L I •i" IRON ROD WITH I COTTON SURVEYING o FIRE HYDRANT,QN (1 III I EXIST. DUAL 24' RCP CULVERTS CO. CAP N 100,178.11 \ UNDER THIS C A - - - - - - E-2$177.54- �\ " IRON ROD i I I I I EXIST. STM. SWR. S. 16TH STREET FIRE HYDRANT, NOT 0 \ III UNDER THIS CONTRACT R=15 N WITH COTTON III III (BY OTHERS) (POWELL RD.) SURVEYING CO. GL=13.30' o CAP III 1 1 = o N 99,738.76 E 28,200.66 I I I I I 1. P=1 gg2' 14 4' TP=14,27'' III 5 U.E. I I� I J'1 L Lf� 1 J L L - - Co CO OF EXIST. „ i 1 TP=15.27 TP=13.85' T�=12.63 % Sl DITCH TP=151718 I-25 B.L. X ^ X M I,r - TP=13.10 I I�i I I I ! 11 it 1 I ® ® TP=1 8' TP=1 7' PROP. TYPE "A" w I III TP=15 79 - - I III STM SWR INLET z I I I I I6 •4 TG=12.17' FL=8.18' Q I I TP=15.98' TP=12.30' N 100,062.95 N 99,810.24 E 28,224.07 z III I I IIII 1 E 28,284.40 \ a PROPERTY I I ! IIII i N 100,031.22 _ - - - III III �,I) I E 28,335.87- - - - - - - LINE-- - N I I I I I I I`' 1 ALL DOORS=16.48' N III 1 PROP. 168LF (1) 24" DIA HDPE 0 I II I I I I I I iII 2I6 TP=15.41' STM SWR ® 0.40% SLOPE z FIRE HYDRANT, NOT 11 UNDER THIS CONTRACTI I- o I 1 i ,TP=15.04' > _j I iJi I to w w luo z wo0cz�o II II !I I,C�p�'1Ii11l1 I TP=15.03' a r_j z �a o L'iII I/ w cn EDGE OF BUILDING LLJ CL z I II Ili ui O �.I UNDERGROUND 1 I DOOR=16.48 ELECTRICAL � CONDUIT I I/j 1I1 1 TP=13.93' F II -PROP. PAD MOUNTED ELECTRICAL 3 FL=8.67 i t ii i TRANSFORMER j PROP. DUAL 30" I I 9 TP=13.57' ,+ (BUS PROP. TYPE A STM SWR INLET z RCP W/ SAFETY y TG=13.26' FL=9.76' a ENDLTREATMENTS. ! /1- N 99,831.27 N 99,790.96 E 28,644.02 o0 „ ITP-11.� ' ,II i I E 28,630.19 EDG w 12 WL NOT �IIX N 99,902.92 UNDER THIS P= 11 3' 1 I E 28,660.00 o CONTRACT (I j1 -- ---I-------- w- - - - - - - - - - - - - - - - - - - - 1-'- --- - --ro-------------z------------------ - - - - - - - T-- N FL=8.59 I h-- ^o TP=14.91 I I(------------- i w / 1 \ % �o PROP. 275 LF (1) 18" iII TRUCK CANOPY I 1 DIA HDPE STM SWR ® iII TP=1. 47 20' MIN. 46r 1 / 0.30% SLOPE iII_ CLEF F{GT• zz-r) I 0 „ - - I FIRE HYDRANT, NO�f I i � � IRON ROD WITH - - I,'�',L _ _ _ _ _ - - - - J UNDER THIS CONTRACT I I it I COTTON SURVEYING LJ I it CO. CAP z i I i (E 28,675.57 / TP o I, // i ROP. TYPE "A (� 0 80 ;I I�/ STM SWR INLET = RO / II i TG=j3:70IFL=8.93' S N '00-,042. ZQ• E 2 3,753. ?4�9 0 I it r RESTRICTED a I _j III I RESERVE "0" S z I I lil I 43 688 S.F. PRP1.003 AC.�P, 256L (1) Lq4�" DIA HDPE it I (GENERAL I STM SW12� 0.30'l.�LaPE\ \ \ z it I COMMERCIAL) \ \ = III I I �- , 0 I , o ,I \ I EXIST. DETENTION 0 I I1 \ POND (BY OTHERS) RE\ SIONS MARK DATE DESCRIPTION BY 30.00' EXXON PIPELINE A 10/06 ISSUED TOR REVIEW DCB EASEMENT (FNO. 0 03/07 ISSUED' '0 COLP FOR APPROVAL DSP E019983 HCOPRRP) RESTRICTED RESERVE "I" � � � � 66.00 AC. 2,874,815 S.F. (HEAVY INDUSTRIAL) STORM SEWER ( I LEGEND I (BY OTHERS) j •' / I EXIST. PROP. FLOWLINE ---------------------------------------------------------------y- c- ----- -- ---- ---- � :� POWER POLE WATERLINE, NOT UNDER 8" SAN. SWR. / - - - - - - - - - O O SAN SWR MANHOLE SAN. SWR. R. / I $ FIRE HYDRANT THIS CONTRACT (BY OTHERS)- - - - - - - - - - - - - - - - n O WATER VALVE \ O STM SWR MANHOLE PROPERTY j I HYDRANT, R=15' FIRE HYDRAN , NOT R=15' 4' WIDE FIRE HYDRANT IRON ROD WITH COTTON - I- 0 STM SWR INLET LINE o p j/ UNDER THIS CONTRACT UNDER THIS (TYP) - - SIDEWALK SURVEYING Co. CAP GL=12.53' (NP) CONTRACT-GL=13:55' (BY OTHERS) N 100,991.16 E 28,135.23 (BY OTHERS) _ :RETE-_/_\__-_� 35 P-1 6 TP=14.16. TP=1 PROP. 291LF (1) 30 DIA ABBREVIATI( yS - - - - - - 13RWE I -I, I -I JIJ. o P=115.4 ' E - - - HDPE STM SWR CAD 0.40% - - - 'fF� 13 54' - , - - - - - - - - FACr TP=11.70 P=12.03 I I,o ,rP= 9 SLOPE /- 12" WL (BY OTHERS) BL BUILDII G LINE TP=11.75' TP=13.89' 1 / ^ TP=15.2 ',� PROP. TYPE "A" STM SWR „ DIA DIAMET :R °I I I I , PROP. 56LF (1) 42 DIA HOPE FL FLOW INE TP=1 8' ® I INLET TG=14.74 FL=5.79 M SWR ® 0.15% SLOPE GL GUTTEL LINE „ „ PROP. TYPE "A" STM N 100,690.06 E 28,191.37 HDPE HIGH I ENSITY POLYETHYLENE PIPE PROP. TYPE A STM . - f/SLT =3.70 SWR INLET T =15.09 323.20 1 PVC POLYVI IYL CHLORIDE SWR INLET = TP=14.16' ++ ++ TG=11.50 FL=6.67 „ „ PROP. TYPE A STM SWR MH RCP REINFG 2CED CONCRETE PIPE TG=11.50 FL=761 N 100,397.48 PROP. 293LF (1) 30 DIA HDPE I PROP. 87LF (1) 8 DIA N 100,230.21 i E 28,206.62 STM SWR ®0.30% SLOPE HDPE STM SWR ®0.57% RIM=14.09' S FL=4.63' I TG TOP 0 'GRATE E 00,230.35/ SLOPE N FL=3.79' E FL=7.37' TP TOP 0 PAVEMENT TP=15.98 N 100,980.41 E 28,176.22 UE UTILITY EASEMENT / ALL DOORS=16.48' (TYP.) PROP. RECESSED ' ' I WILE WATER INE EASEMENT --- - / ------- - - - - - - - - - - - :. TRUCK SCALE ' , PROP. 131 LF (1) 24 DIA HDPE N 100440.65 E 00,440.65 N 100,655.09 STM SWR 0 0.40% SLOPE 28 PROP. 168LF (1) 24" DIA DPE E 28,240.34 NOTES: I STM SWR 0 0.'50% SLOPE 1 1 „ „ j 1. PROPERTY ZONED AS PLANE ED UNIT DEVELOPMENT (PUD). EDGE OF BUILDING NATURAL GAS METER PROP. TYPE A STM SWR INLET 2. GENERAL PLAN AND SPECIAL CONDITIONAL USE PERMIT TG=13.40' FL=7.89' ' #SCU06-006, 9-11-06. EDGE OF N 100,915.62 E 28,290.43 3. PARKING LOT PLANS AND R VEMENT DESIGN BY OTHERS. / BUILDING / 4. DETENTION REQUIREMENTS F )R THIS TRACT ARE PROVIDED WITHIN THE PORT CROSSING REGIONAL DETENTION BASINS. 840.00' I PROP. 305LF (1) 24" DIA HDPE 1 I 5. ALL BEARINGS SHOWN ARE IASED UPON TEXAS STATE STM SWR @ 0.40% SLOPE ' I / PLANE COORDINATES, SOUTH CENTRAL ZONE (NAD 83) 11----------� 1 I 6. UNLESS OTHERWISE NOTED,4LL "TYPE" CALLOUTS REFER I ALL DOORS=16.48 Ir------ l I 1 TO CITY OF LAPORTE STAND RD DETAILS. o I I I TP=13.86 I 1 7. FILING DATE: MARCH o I I CANOPY UCKI EXIST. DETENTION 8. BEING IN TIRZ #1, SECTION' 106-680, EXTERIOR BUILDING POND (BY OTHERS) / DESIGN STANDARDS SHALL E APPLICABLE TO THE SITE. I i CLEAR 1 / / 1 9. WATER SERVICE CONNECTIOh B TO BE INSTALLED BY THE L I ' c CONTRACTOR. WATER SERVIC !LEADS MUST BE STAKED AT INDUSTRIAL WAREHOUSE I I HGT, i / / THE LOCATION OF THE WATE 2 METER. RESTRICTED RESERVE .14 ACRES -AREA OF PROPERTY I-------- 1 / 15,389 S.F.-BUILDING PAD AREA ESS INDUSTRIAL OFFICE WAREHOUSE) DISHED FLOOR ELEVATION=16.50/ I I / I ELEVATIONS SHOWN ARE BASE) ON FLOOD PLAIN REFERENCE I I 1 1 / MARKER NO. 010295 LOCATII AT THE INTERSECTION OF / I I PROP. TYPE "A" STM SWR INLET ' 1 / McCABE ELEVATION OFF 12.47AND PNAVDL8E )A 0011TH A PUBLISHED ADJUSTED. / I TG=13.10' FL=9.11' I OF BUILDING / I i N 100,869.97 E 28,592.35 / N 100,671.88 I , I 1 / ALL DOORS=16.48' E 28,619.89 I I I I I DESIGN DATE --------- - V-- - -- --- I -� - - - - - - - -------------------------- --- I j -- ---- - 243.25' DRAWN DATE ---------------- _ CHECKED DATE APPROVED DATE li ili PROPERTY IIi iII LINE ' / I / SEAL AREA SEAL AREA •LJ CONCRETE SURFACE a 1 I S>tls P�E' Of. T f..4 TP=13.85'X * 3.85...................................� 1 / DONALD S. PEE111m PROP. 194LF (1) 30" DIA HDPE ' I i IA' 38946 STM SWR 0 0.30% SLOPEAFCigT PROP. 244LF (1) 36" DIA HDPE / / �1� �'. TP=13.80 STM SWR @ 0.20% SLOPE / / 1 I / �` A 0 PROP. 149LF (1) 36" DIA HDPE / I PROP. TYPE "A" STM SWR INLET TP=13.75' of STM SWR O 0.40% SLOPE PROP. TYPE "A" STM SWR MH / �'`► TG=13.74' FL=8.16' a' RIM=14.08' / 1 M S FL=6.48' N FL=3.79' I GRAPHIC SCALE (S): N 100,295.30 E 28,791.68 N 100,874.15 E 28,879.18 1 0 6o' 120' PROP. TYPE "A" STM SWR INLET I 1 1 1 1 "-60• PROP. Y F"A" STI' PROP. 56 LF (1) 42" DIA HDPE I \\ STM SWR 0 0.15% SLOPE 1 N 100,487.07 E 28,820.67 FL =3.70' / Ad PROPERTY PROP. TYPE "A" STM SWR INLET LINE \ TG=13.29' FL=7.08' ' I / 1 \ N s57.o2 1 l GOLDSTON E� GINEERING INC. 100,727.51 E 2s \ 1 1 CORPUS CHRISTI HOUSTON I PORT CROSSI 4V LAND, L.P. \ \ \ RESTRICTED RESERVE "M" I 22.89 AC. II I PORT CROSSING \ 997,169 S.F. \ 0 �\ \ \ \ (DRAINAGE EASEMENT) \ - ' I ' I AR I Z0 NA TILE z LA POR' E, TEXAS 0 \\ \ \ \ \ \ " IR N ROD WITH 1 / \'� \\� \ " IRON OD WITH C N URVEYING , , MAJOR DEVELOF MENT SITE PLAN OWNER/ DEVELOPER: \'4� \ \ COTTON SURVEYING NC CAP o OWNERRUSSEL D. PLANK � \ \ CO. CAP \ r rJ/ 1 0,�49.20 I I 1921 S. 16TH c T.(POWELL ROAD) o �� \ N 100,713.09 \ r�f 29, 74.29 NATIONAL PROPERTIES HOLDING, L.P. �\ \ \ E 29,025.92 \ � ry`b / ' I PROJ. NO. A05035-01 sc ALE 2 SHEET 4 REV. 3330 S. SAM HOUSTON PARKWAY E. � � Y HOUSTON, TEXAS 77047 \ \wry CITY OF LA PORTE (713) 578-1234 ��\\\ \\ \ h SURVEY MARKER NO. 110 I DRWG. NO. SH IWN O one w m z 0 z a cc 0 W� J J �W Z3: 00 Na ¢W C9 Z Fn- fA x O'cp M � C-) M 0 O.a. N M PARKING NOTES: 1. ALL AUTO PARKING TO BE 10'Wxl8'L (MINIMUM). 2. ALL ADA PARKING TO BE 14'Wx20'L (MINIMUM). 1-2" CORPORATION STOP 1-2" METER 1-2" BACKFLOW PREVENTER .. ....... .... .... .. .......... UNULNUNUIL)INU UIILIIILZI t-MIUM IL r_ALMV/AIIUI\I OR TRENCHING. LANDSCAPE CONTI ACTOR SHALL BE RESPONSIBLE FOR REPAIRING C 2 REPLACING. ANY DAMAGE TO UTILITIES OR OTHE R IMPROVEMENTS. 3. GRADE SURFACE TO ENSURE AREAS DRAIN I . .... --- --------------- ---- -- ...... ... .... .... . . .... .... .... .. .... .... . ... .... .... .... ... ... .. .... .... .... .... .... .... .... .... .... .... .... _j : i .1 AWAY FROM STRUCTURES AND TO PREVENT DE . ............ ............ ............ ....... PONDING AND POCKETS OF SURF) CE DRAINAGE LLJ ............. ------ ..... . ............ SPREAD AND AVERAGE OF 1" SHAFT SAND m OVER ENTIRE AREA TO BE SOLID S )DIDED. HAND < III --------- - ...... LANDSCAPE ANALYSIS FORM ............ ............ ...................... RAKE ENTIRE AREA PRIOR TO SO[ DING; OBTAIN ............ .... ............ Area of (A) 833,899 sf OWNER'S REPRESENTATIVE'S APPR )VAL OF SODDING. property ............ . ...... GRADE PRIOR TO II .. .. ............ ... ........... ......... .. ......... ....... . . - ----- 295,389 sf 4. ALLOW FOR FINISHED GRADE AT El 3E OF Building pad area (B) ........... .......... WALKS AND CURBS TO BE A MIN AUM OF 1 A m 5,38 510 sf net develoned area TO 1 1/2" BELOW TOP OF SIDEV 4LK AND .. ... ... .. I .. ... ... .. ... .. .............. ......... ............ UUMOZ) /AMLM3 .)U UMIA30 VVILL INUI MUL-IJ Landscaping area required 539851 sjf(c x 10%) ..... .... ........ ...... --- ---- ----- ........................ ...... . .. .......... ......... ... ..... C:! WATER ON WALK AND SHALL BE G INSISTENT ALONG EDGE. ........... ........... .......... Landscaping area provided f 54,249 s] 1. ............ ............ ---------- 5. LANDSCAPE CONTRACTOR TO COORI 11NATE AND -- SCHEDULE HIS WORK WITH OTHEF . ......... ---------- .......... ---------- - .......... CONTRACTORS WORKING ON THE IROJECT SITE. .. ......... . .......... ............. 6. IRRIGATION SPRINKLER @ ALL LANE SCAPING. ........... .......... .............. .......... ............. ............ ............. ............. ..... ...... .......... It ........... . ............... ...... ................. ... ............... ......... .......... . -- -------- ........... . ............. ........................ . ............. ........ b3 (I 8)-NandinaDomestica' .2 5-Gal 24 O.C. Mos s oss Rock Roader o to U 0 bi =J LL. E _mum SOD (3)-Jananeese Blk Pine 30 Gal. (24) Knock Out Rose 5-Gal 2411 O.C. SOD PLANTING DETAIL "D I" PLANT SCHEDULE '-S COMMON NAME SIZE -EXISTING -TREES TO REMAIN LIVE- OAK--, CAL. LAGUSTRUM UAPONIC 5 -GAL. Knock Out Rose 5 GAL Nandinto 'Domestics' 5 GAL Moss Rock Boulder 3'-5- Japaneese Blk Pine 30 GAL. A SPRINKLER HEAD''JFYLL'369,1DEGREE WITH 1X-O" RADIUS e SCH 40 fiVIDARRIGATION SLEEVES. VERIFY LOCATIONS OF ALL SLEEVES, FESCO P65 PV8 VACUU AREA9ER.L1N_E SIZE. COPPER -NIPPLE OR -PVC SCH. 40. COPPER 90- ELBOW PR 90`ELEQW COPPER NIPPLE -OR PVC SCH. COPPER UNION OR PVC UNION COPPER NIPPLE (LENGTH AS REQUIRED) OR PVC SCH 40. FINISH GRADE DESIGN DATE ed" DRAWN DATE T CHECKED DATE APPROVED DATE _4 SEAL AREA SEAL AREA GRAPHIC SCALE (S j: 1 0 60' 1 20' .0-4 • • 'a -IT AIRCRAFT CORD, GUY WIRES VDIAL, 7X7 SMND w7 PORT CROSSING LAND, L.P. 08SE (BLACK) 1 112- DIA. PORT CROSSING FIN. GRADE• 3" MULCH 3" MULCH 6" SOIL SAUCE ARIZONA TI _E LA PORTE, TEXAS --111 1 BACKFILL R4CKFILL IF 2X2XB' LG. WOLMANIZED PINE MAJOR DEVELOPMENT SITE PLAN ADAPT INLET AND OUTLET INTO GROUND. KES, DRIVE STAKES MIN. 3 (AS REQUIRED) 1921 S. 16TH ST.(POV ELL ROAD) 7 -m STAKES SHALL BE PARALLEL AND MAIN FROM SOURCE VERTICAL, TOP OF STAKES SHALL BE EVEN. SCALE SHEET REV. OF 4 BACKIFLOW PREVENTER SHRUB PLANTING TREE PLANTING PROD. NO. N.T.S. N.T.S. DRWG. NO. SHOWN A' lei 4 3 2 6 VICINITY P 1. EY MAP NO.: 539 R 0 2 Z ONf(IAf �� B Pgzlfi 0_ r�'VA2L f~/1 3 PIECE OF REINFORCED RUBBER HOSE ROA7r - (3) 2'n 2" WOOD STAKES ALAM OR METAL STAKESAr 8EX Z > 120' AROUND TREE GG cR ETt (( z DOvi n N \ `` // TREE WRAP TO SECOND 1 Mt AM {tr " BRANCH. OVERLAP 1/2 WIDTH OF WRAP. USE NDRTH P NO TWINE a i DOUBLE STRAND TWISTED ;T' 12 GAUGE WIRE OR 'CINCH TIE Fi@''. T x DGT CoNc Mow, I ND. Tx HOi i:NC. ;rail (CM) W t > `� T SAUCER TO RECEIVE MULCH PRO ECT 3" DEEP X 48" SAUCER o SUNSET RID W/3" LAYER OF MULCH \ i Z FIELD CRrg APPLY PRE -EMERGENT HERBICIDE PRIOR TO w MULCHM.TOPSOIL BACKFILL a DEPTH (SEE SPECIFICATIONS) ( OF BALL ,) o a 6 REMOVE TOP 1/2 OF t1i--__ Z c BURLAP & ALL WIRE. o W 0 PLANT BALL 50 TOP IS ADDRESS: 1440 SENS RD. `') _+ FAIR � i" OR 2" ABOVE FIN.- - IA PORTE, TX. 77571 N H _ GRADE AFTER SETTLEMENT I y as v TREE PLAN AND STAKING TAMPED BOTTOM To JGE THOtviAS KING (50% INTEREST) w "' PREVENT SETTLING V- DORIS ANNETTE KING (507 INTEREST) 'I u T ❑ D R6 ut NOT TO SCALE 5E RESIDUEr I I c arc F Z N TH RE: T OF A_, , D 6.00 AC, ce. FUNTRacK `cam EAST : s m x H.C.C.F. NO. N793005 & N793006 \ 9/3/92 DEVELOPMENT SYNOPSIS- CHEVRONLA FORTE Ou T LOTS TOTAL LAND AREA: 1.2961 ACRE (56,456 SO. FT.) VOL. 61, PG. -574 H.C.M.R. RFMAI'',DER =4,720 ACRES LAND SUMMARY S SUM � SENS FOOD MART = 5,100 SO. FT. _ -x-_ PROPERTY ZONING GC X X. X_...._. 1` X GENERAL DEVELOPMENT STANDARD: RETAIL = s,ao2 s4. Fr. _____- - n - X--- PROPERTY LINE z ( TOTAL: 11,902 SQ. FT. "� -"' Z a EAST - 438.51' 1 OrG N TOTAL AREA OF SITE: L2961 ACRES = 56,456 SF APNEA: to=o" SUILDING cwE I °o Y TOTAL BUILDING ROOFED AREA: 12,900 SF r----------------------------------------- ---------�' i �' CANOPY 2,976 SO. FT. z _ FUEL CANOPY AREA: 2,976 SF s� L Z PAPS M WACES z a MAXIMUM LOT COVERAGE BY ZONING ORDINANCE FOOD MART- 5,100 S.F. = 21 REGULAR I + 1 1 a ^ BASED ON ROOFED STRUCTURE: 40% OF SITE AREA I I RETAIL - 6,802 S.F. = 27 REGULAR 3 w = 22,582 SF TOTAL = 48 REGULAR + 4 SPACES = 52 SPACES I i PETAL SPACE - E: o U LOT COVERAGE PROVIDED: 15,876 SF I 1,�0 SF i ¢ '� PARKING SPACES PROVIDED: 43 & (10 SPACES AT PUMP AREA) SiZE OF PARKING STALL: 10'-0" X 18'-0" n PARKINGSPACES SUMMARY ADA PARiCiU'�a REC UPP'iEPvPEW- i RETAIL SPAM - Ci I TOTAL BUILDING AREA: 11,902 SF PARKING SPACES REQUIRED 52 (IM INCLUSIVE OF PUMP AREA) t3 PARKING REQUIREMENTS BY ZONING ORDINANCE: REQUIRED RESERVED STALL = 3 SPACES I ! REQUIRED: MIN. 48 SPACES WITH (2) ACCESSIBLE SIZED PROVIDED RESERVED STALL = 3 SPACES i 1 A� DACE _ C; PARKING PROVIDED: 48 SPACES WITH (2) ACCESSIBLE SIZED OUTLOT 322 1 � � I PETAL SPACE - B ER'S E= MR" KUL ANT SI H JOE THOMAS KiNG (50% INTEREST) ( L'tl I DORIS ANNETTE KING (50% INTEREST) x) DEVELOPER'S NAME. MR KULWAIT � H RESIDUE OF CALLED 6.00 ACRES �I I H.C.C.F. NO. N793005 & N793006 mI !! RETAIL SPACE - A, 9/3/92 ` of of --LINT to I taei2 i 1.4613 ACRE (63,657 SF) CiTY APPROVING AUTHORITY CERTIFICATE N jjj THIS IS TO CERTIFY THAT THE C� OF LA PORTE, TEXAS HAS APPROVED REMAINDER f4.720 ACRES I THiS SITE PLAN AND DEVELOPMENT OF SENS FOOD MART w i KUIV'NT S'NCH of 1 IN CONFORMANCE WITH THE ORDINANCE OF THE CITY OF LA PORTE. I CALLED 2.757 ACRES jI H.C.C.F. NO. Z2544166 hI I ---- --4 BY: g I z DIRECTOR,10�rljlg DEPARTMENT / I SENS ROAD FOOD O AdAii1 FLOG? AREA- 5,100 SF LANDSCAPING: zI ! I LANDSCAPE ARE REQUIRED BY CITY OF LA PORTE: o x I vj 6% OF (TOTAL DEVELOPED AREA - TOTAL AREA OF ROOFED OVER IMPROVEMENTS) = (56,456 - 15,876) X 0.06 T� = 40,580 X 0,06 = 2,435 SF PLAT (SITE PLAN) ACCURACY CERTIFICATE LANDSCAPE PROVIDED: J 1, MiCHAEL A. ZUMSTEG REGISTERED UNDER THE LAWS OF THE STATE TOTAL DEVELOPED AREA - (BLDG. + SIDEWALK + PAVING +CURB) I x I / j � - ��� t LJTL0T 521 STATE OF TEXAS CALLED 1 28J' Ai.RES (PROJ. #8012-1 95, PAIR. 27) H.C.C.F, NV 766_7¢¢ FND. Tx DOT CONC. MONO. END. Tx DOT CONC. MONIJ. FND. TX DOT CONC. MONU. (Cr l) -_--------- as - -----1 19 27 93 (--- 18 26 1, 32 ' 17 25 31 I I SS 23�� 30 i 15 -- 23 i 29 i 14 -----t3 - 22 1 .. _ -28 _ __ l - -�-� e U e IL-__--_- �l 12 Irk t_ - ..L _. _.. - -- � 11- i ;I 9 I I l I m 1I 7so ( I 1 I I I 5 �d I O I I I i 2 { I 1 oI it OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING OR SURVEYING) ( ) AND HEREBY CERTIFY THAT THE ABOVE PLAT (SITE PLAN) IS TRUE AND = 5b,456 - 49,1US = l,SS3 SF (13.01%) ' i / I 41 j 40 ! 34 35 37 1 36 35 j 34 L _ _^ 'I_ -- -1 � 143 CORRECT; AND THAT ALL BEARINGS, DISTANCES, ANGLES, CURVE RADIUSES, AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE PLAT.rSIGNATURE:1 NCE _ - - - - - - - - "tt vc- - - - - - - - - - - - - - - - - - - - - - - q\� NAME: MICHAEL A. ZUMSTEG CORNER - ---% - FlRPRINT YDRAN - .. .. WEST - 440.Si Q ti.� PROPOSE `--_ ?.g __. ENTRRY TEXAS REGISTRATION N0. 5127 �._ .__ - I � L l ORn/EwAYO • -- C/L FLOY'-OF-DITCH 3" MULCH OVER WEED CLOTH LOCATE SHRUBS PER PLAN x PRE -EMERGENT HERBICIDE I - JJ ROOT BALL JEUILDING OR \ CURB LINE J ! CURB OR LANDSCAPE EDGING BACKFILL MIXTURE SEE PLAN FOR TYPE REOD. (SEE SPECIFICATIONS) 21 SHRUB PLA RUB BEDS NOT TO SCALE RE: NORTH 'P' STREEa 090' RC?.i) � I - (FORMERLY LOMAX RD.) ASPHALT PAVEMENT SAN. SWR. M.H. TOP=78.61 F/L 10"(W)=9.71 FA 10"(E)9.67 '� O - PPt PPS NOTE: -'- -- GAS - - -- - ._.._ ALL TREES SHOWN ARE LIVE OAK UNLESS NOTED OTHERWISE: METER HEN+f re.=.t, of ng the No th right-of-woy line of ,. ,fI, "P" PLANTING STRIPS -SCREENING AND OTHERWISE WILL SUPPLY Street n dlsinnce of 4aD 57 £nat to n point far the rnitharty I - ENOUGH U OJG LANDSCAPING TO COVER THE 6% Rr ! M T 0_ R EN FOR FIELD NOTES FOR .7 74 2 5 ACRES most Southeast corner of the residue es Sue of '1a. ce ,mn call E.'� u0 CITY OF LA PORTS. FIELD NOTE DESCRIPTION OF 2.757¢ ACRES 120,113 ( acre rc,t recorded un er Harris w,,; C-,rk'a �"dr `:o. SQUARE FEET OF LAND UT F q ) O O OUTLOTS 321 AND 32_ 14793006 said point also marks Inc Southwest corner of the LANSCAPING LEGEND OF LA PORTS OUTLOIS, ACCORDING TO THE Mr". OR PLAT herein described tram, from, which a t-:,nd 5 8 ;rich wnm red TREE ©ITLIVE OAK. 02 LOBLOLLY PINE I OO -- -"I CRAPE MYRTL.E_.. ......._._ j SHRUBS CLEYERA DWARF YAUPON (D WAXLEAF MYRTLE LAND © ENGLISH NY COVER j Id+ -� ANNUALS I E 11 - ---- COMMGN NAME ----- - (BOTANICAL NAME ItREEI I !!SHRUBS LIVE OAK OUERCUS VIRGINIANA LOBLOLLY PiNE PINUS TAEDA CRAPE. MYRTLE LAGERSTROEMIA INDICA (GROUND CLEYERA CLEYERA JAPOMCA DWARF YAUPON WAXLEAF MYRTLE ILEX VOMITORIA 'NANA' MYRiCA CERiFERA OVER ENGL1Sti IVY 1 FIEOERr, HELIX ANNUALS 1 VARIETY T RECF RECORDED !"! VCL'J`.'E E? PACE 371 OF THE Gears S 21 37 ',Y, 0.32 feet and found 1/2 inch iron rod bears S HARRIS COUNTY DEED RECORDS AND BEING ALL OF THAT 08'17' W, 0.45 feet, CERTAIN CALLED 2.757 ACRE TRACT CONVEYED TO THENCE, Net th 00'10'32' East, along the 'West ]in,-, of surd cased KULWANT StNGti, BY DEED RECORDED UNDER HARRIS 2.757 acre tract, a distance of 273.27 feet to a point for on COUNTY CLERK'S FILE NO. Z544IGG AND LOCA'ILD IN interior corner of the residue of aid co;7. o np acre that THE ENCOH BRINSCN SURVEY, - E 5 HARRIS COUNTY, and the Northwest corner of the herein ae ;rnned Irani, from TEXAS, SAID 2.7574 ACRE TRACT BEING MORE which a fence Comer bear N 71'21,E. 0 ' " fecf- PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: THENCE, East, along the North [;no of laid called 2.757 cc-e Erect, a distance of 438,51 fleet to T.Dot concrete monarnent BEGINNING at o TxDot concrete monument found at the intersection found in the West righf of way line of Sons Road for the of the YLSt right-of-woy line of Sens Road (140 feet wide) and No. thwcst carrier of said called 0.2743 ace t-cet and the SHADE TREES: SHRUBS FOR SCREENING the North right-of-way line of North "P" Street (80 feet wide) Northeast carnet of ifle herein described iracl; LIVE OAK 3 1/2" CAC./ 6',6! AND BUFFERING: for the Southwest corner of that certain cape d 0,2743 acre LOBLOLLY PINE 3" CAL./ 45 GAL 5 GAL 20" O.C. (Parcel 25) tract conveyed to the State of Texas for the THENCE. South 00'15'23" East, along the West right-of-wav line CRAPE MYRTLE 2 1/2" CAL./ 30 GAL. widening at Sens Road by dead recorded under Horns County of Sens Road, a distance of '{73.27 feet to fit- -'NNT of GROUND COVER: Clerk's Fite No. P590117, said iron red also •narks the Southeast BEGINNING end containing 2,7574 acres (120,113 sg„are feet) of ENGLISH NY 18" WELL ROOTED./ t GAL corner of the herein described tract; land, more or less. PAINT STRIPE =P� SAN. S T N.H. TOP 20,29 F/L {W)=12I8 F/L R (S)=12.18 a j z Qc 1 li to a i a, I ovQ2 �a = Q Ld v F U j t ri qm. tD a- 7 I +✓ N W >- I �EDU 2 W O I= U -' i z - - �- -- ----gin R.O.W te i } ICI I� I I Z W C R W , F j W �� /j V COPYRIGHT RESERVED PP PPA 1 END, Tx DOT CONC. IAONU. ' Sidv. SYxn M.H. / _ TOP 20.29 PP mkt i �F/L 8"(S)71.63 _ _ - - POINT cF ASPHALT i- GAS � �J ttETER END. 5/8 C: R - ri i 7 A.- .1 1- FND. 5/8"'` z F/L 10"{w)=10.61-'- r a Z0N GC LI '�� qq�F #�q,y� ,g p g? p SITE PLAN - ids: LOP FS ENT/LAND7lCiA E 4 SCALE: 1 "=30'-O" 11 n�: ... .RV EY N TOTAL LAND AREA: 2.7574 ACRES (120,113 SQ. FT.) DEVELOPED LAND AREA: 1.2961 ACRE (50,456 SO. FT.) DESCR1IFTICIN OF LAND: TRS 321A + 322A, ILA , OLP LM PER HCAD&.023-138-000--0354 A 2,757 ACRE TRACT OF LAND OUT OF A 3.03 ACRE. TRACT OUT OF OUTI.OTS 321 AND 322 OF A to PORTL UUTLOTS ACCORDING TO THE NAP OR PLAT RECORDED IN VOLUME &i, PAGE 374 OF THE DEED RECORDS OF HARRIS COUNT+, TEXAS AND BEING IFi THE. ENOCH BRINSON SURVEY, A 5, HARRIS COUNTY, CITY OF LA PORTE, TEXAS BURIED IELEPHONE� CABLE MARI:ER 4 c lrvumrnr. X03SlT - CHEVRO' e� PIT JECT TRIk i 12 I rye I U) ir i� WLi PC < PR( ESSANAL SEAL T` r, a �4gpPr1ARCEL hlI'I1F FC$k� D, f_AWINGS ISSi CD ''t la •03-06 OWNER APPROIAI 10 t09-06 1 Pk0 ,RELS PRINT 10 •19-06 PROGRESS PRINT 11 •03-06 PROGRESS PR1 NT 11 -15-06 PROGRESS PRiO 11 �20-06 PROGRESS PRINT - 12 '01-06 PROGRESS PRINT 12 -07-06 PROGRESS PRINT _ 05 •09-07 PROGRE5S Plv� i, FlNAL PRI"1T OPE OF THE DOCUMENT Thl drawing indicates ,he yet of he project in terms of o,chitac u,o: do 'gn concept, the v' " v but ling, the major architecture ere,,,t, an the type of structure,. , x. 01' trical systems. As scope ducun o„1", thl 'drare'ngs do not or, Ieseri6e all work required fo fol nonce and completion of the re qul nmenteof the Ccnircct u c On the basis of the gon_ral scope - did led or described, the centre n.r fui Ish all Items required for me Prove oxl ;utlon cnd corn~ ctio- a• c Thl a drawings shall not be u-aa t - t Itlon unless DATED and noted a. 1sl JED FOR GONSIsitju lot Thi ;nformattrn, d"ta7s tied by Its document can n ' be m ,d r ' or lotoeoplod in o similar manner t v. ex) eased written con Zen t „, IN ERPLAN ARCHITECTS �h,_ RI VISIONS 0. DA P TE DESCRI TION 1'„11-28-06 BY OWNER 2 i12-04-06 CITY OF L/, ! _ 3 05-09-07 CITY OF LA PORT ORAI 1 BY: CHECKED BY: DAT1 sItu TITLE _... DEVELOPMENT/ LANOSCAFEE SITE FLAN ORA1 NG NUMBER I c I G S 4 I 1 - _ I Z f $+"j� 0.�9�$ ppyx /Oyy AVIING 9 R - FND. Tx DOT TECHNICAL STANDARDS 1 GOru'.. UONu. 4 -' 1. 5" AND/OR 8" AS INDICATED ON FLANS, THI K REINFORCE) PC,LIR ) IN PL GE (CM) L_ '`� { ..-.,._..,... , CONCRETE PAVING SURFACE WITH LONGITUDINAL COLD KEY JOINTS 20' 0 C. MAX, I'll/LATERAL WET PRESSED CONTROL JOINTS 20' O.C. MAX OVER 95 PROCTOR -COMPACTED 6" SUBSOIL BASE OR AS RECOMMENDED BY SOIL ENC>INEER. 1 ' ALL CONCRETE.SaL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI MINIMUM AT 28 DAPS ALL CONCRETE SHALL BE PRODUCED WITH A MINIMUM CEMENT, CONv T 1,7 " ! CONC a30AlIJ_ { I ib OF 520 LBS PER CUBIC YARD (5.5 U.S. BAGS). ALL CONCRETE SHALL BE PRODUCED WITH AN ENTRAINED AIR CONTENT OF 4% BY VOLUME. ALL CONCRETE SHALL HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.53, (6.0 GAL./BAG.). THE MAXIMUM ALLOWABLE CONCRETE SLUMP SHALL BE 4 INCHES. PARKING AND DRIVE , YAI(§7 \ Vi AREAS TO BE REINFORCED WITH #4 BARS AT 16" O.C. EACH DIRECTION. 0 EXPANSION JOINTS SHALL BE PLACED AT A MAXIMUM PSTAN(iF OF 40'-0" O.C., PLACE N0.:4 REBARS AT 12" O.C. FOR 8" PAVEMENT INDICATED FAY P!,ANS. SAME \ , sett FOR PAVEMENT OVER TANKS. 2. OWNER RESERVES THE RIGHT TO REQUEST A COMPACTION TEST AND/OR A. CORE SAMPLE. IF TEST PROVE. CORRECT, PER ABOVE REFERENCED SPECIFICATIONS, TEST t, q- F Tcypc WILL BE AT THE EXPENSE OF THE OWNER. OTHERWISE, CONCRETE CONTRACTORS IrE n� T( LJ ftJ _TL_- I hii!rKi-1 i? ROJEC�. SHALL FOR TEST AND BE LIABLE FOR AtNY AND/OR REPLACEMENT OF \ - (FROa. g80i2 1-95. PAR. 27) a - THE PAVING AREA. LOCATION n r ` Y c r- ...E-LO,T .\ 3. CONCRETE'. WALKS PTO CONSIST OF 4 INCHES OF 3000 PSI CONCRETE REINFORCED '" ' in SUNSET kill WITH 6x6 10/10 WWM OVER 2" SAND LEVELING BED (REFER TO NOTES ON -r.� - r Trtit,. SUBGRADE PREPARATION). a, q 4, CONCRETE WALK TOOLED CONTROL JOINTS TO OCCUR AT 5'-0" G.C. 5. BACKFILL r r- \� P\ 8p ----- - -.... -- _ �-'- t s �,. M.f!. zI+ i ai OR SUBGRADE BELOW :ALL PAVING SHALL CONSIST OF 6" COMPACTED SUBGRADE < < \" 4f�` Eris 27 ZR „ o i w\ \ 2i.94 EF f, c r i :>7L:,f CAIi46 THAT.HAS:BEEN STABILIZED WITH A MINIMUM OF 6% BY IOt.UttE O'" HYDRATED -_ -- '�- p /I 0. I C l-, O Is LIME (THD ITEM 260) THOROUGHLY MIXED AND BLENDED. THIS STABILIZED O Ilkr- ----T-^T' - SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95 a OF ASTM D-693 NEAR ADDRESS: 1440 SEWS RD. FAIR OPTIMUM MOISTURE CONTENT: (CONTRACTOR TO VERIFY SOIL REPORT IF REQUIRED) a.?9\')jr. w H7's$,CjYL,IirtrSl) AW: JOc ^HOMS KlN, t a +/ 7 yl & Ri _ us ELEVATIONS BASED ON FLOODPLAIN REFERENCE MARK [7)00ir `N NE I !E k;;NC' '`50--/ INTEREST) J NORTH x NUMBER 060005 IS AN H.C.F.C.D. ALUMINUM DISC = PESID!ic "IF I -AI LFD F) 00 ACRES o Z 1_ g =t „1f"LCK!_ CAST � STAMPED F 101 BM-03 ON BRIDGE AT SENS ROAD �= x H.C.C.F, NO. N793005 & N793006 eND TX DOTor % /' AND F101-00-00 LOCATED ON DOWNSTREAM / a IN i- NOTES- iES CONCRETE WALK ON EAST SIDE OF THE ROAD AND IN L� PORTS _ _ OU I LO I S . t9.ss r� n 47 , cp n f �� { /to {^ ✓ l LL THE CENTER OF THE BRIDGE �Gh.0 MO>„�. T" d _.• I.a t o rrgii Anln COMPACTION OF SITE UTILITIES PER SOIL REPORT Vol I P(�j 3��. i-! r` `•i .t9.80 P.Ft4Ai ILFR -d 7CO AC PEA �I - - -- ELEV,=2U.73 FEET NAVD 1988. 2001 ADJUSTMENT. ( IL' �hJ i L01 1 „ ' -, F[) FOR ON CIVIL DRAWINGS - \ , z VF u1 Y ALL SITE UTILITY REQUIREMENTS WITH RESPECTIVE UTILITY s.93 9.92 ` '` t .10P TO SUBMFt TING BID. VERIFY AND PAY ALL !i m' I ov v G -, rncre InCll In i,c e 9.28 x-' � „-THIS DEVELOPMENT WILL HAVE NO NEGATIVE EFFECT> _2:.33 . evl CONC. MOND. r� N vl Vr 1 „ CLUDIh G, BUT NOT LIMITED TO, TAP FEES. THIS TRACT IDES iN ZONE "X" AND DOES NOT LiE N9THIN THE � �"` ON THE WATER SURFACE: OR TO THE ADJACENT PROPERTIES. - � I � f I z , a FEES, METER DEPOSITS, SPECIAL ASSESSMENTS, ETC. 100-YEAR FLOOD PLAIN, ACCORDING TO FEDERAL EMERGENCY aROPEF. r LINE M W MANAGEMENT AGENCYS FLOOD INSURANCE RATE MAP FOR HAP.RiS t8 G4 m EAST - 43&.57' J GiCR SHALL BE RESPONSIBLE FOR ALL FEES, ^ TOP OF, _41DEwALK CENCcc COSTS AND PAYMENTS TO UTILITY COMPANIES COUNTY, TEXAS, COMMUNITY PANEL N0. 48201C0945 J, DATED ---- 10=0"a^UlzaNGZiN£ / �20. 5 (.« .Z ✓ u f C NOVEMBER"6 1996. THIS STATEMENT IS FURNISHED FOR INFORMATION --=`--- -----------=--.--------- =- -�-=_------=:3J - --- ' y • -J- -moo MEty IAL Av7HCRITIES FOR THE ISSUANCE OF A AND IS BASED ON GRAPHIC PLOTTING ONLY. z I ) �2t - - - - - w _J ti:T ,a.NNDj Jf. FINAL CERTIFICATE OF OCCUPANCY. 5 , NOTE: HARRIS COUNTY FLOOD PLAINS ARE CURRENTLY UNDER A Z2 ,, P OF ,'PEWA! 22 (30 t FOR SITE GRADING AND DRAINAGE REQUIREMENTS RE -STUDY PROGRAM BY FEMA CALLED TROPICAL_ STORM ALLISON 20 nc STORMWATER MANAGEMENT REQUIREMENTS AND RECOVERY PROJECT (TSARP- w IT, ) AND PRELIMINARY MAPS, WHICH j' 20.00 e a I( ARE SUBJECT TO CHANGE, ARE SHOWING THIS PROJECT IN = { I -T T=' - - i i 2.eCJ ° T r + SURVt7 Y AND THIS SHEFTI FOP. LOCATIONS OF ExtSTINd ZONE "X" AND DOES NOT LIE WITHIN THE 100-YEAR FLOOD " lj ego j �g i HE SAVED. PLAIN, PRELIMINARY MAP NO. 48201CO945 L. f RETAIL SPACE - E -____ is _ 27 -_ tut j' y o Iri I - - / it DT - i8 260) �„ o ' E ;NI uar TOP SHALL VERIFY ALL DIMENSIONS AND MEASUREMENTS / ' 2 2a6L' r2325� _ i I .J-i; 01AIA SHOWN ON ONE PART OF .THE DRAWINGS SHALL TO SIMILAR PLACES ON ALL OTHER PARTS OF THE DRAWINGS. 2s 1 � I r y RETAIL SPACE - D ^ i t6 aA �1 243 ( - 'F �c; ' 7 ! Skjfn ONIRAt:TOR SHALL REVIEW EACH SHEET OF THE _ " ? v N OF !H> WVkKM1 GENERAL CONTRACTOR TO COORDINATE 'C.34 / i s" ZL _ } 5) - 02333 AC 1 - CON! 1 `, r tG NERALAS EY CONTRACTOR APPLY TO THEIR +..10^ / jib ia605P kc3.25 Ir '«RFD, m:tD i t t"'S OCCURS, v S, AI I I EPAiR AND MATCH -LIP ANY DISTURBED SOILS, w- IL{JE I� lain �' �� ri�fAR SiA-C rs ` r. _ ,-a I j _ -_ tsEi�I?S, CURBS, DRIVES AND SIDEWALKS. �, T �.. - - -,,f' DA 42 -- _ FF - - - -� + I e-:; �2f T.t� A_f �3 Z5 - ` -'--- -- - u Il �i i u t 1 ail?AGTORS TO COMPLY WITH ALL APPLICABLE LOCAL, CITY, OU TLO T 322 o C) I % w - _ I1, _ u C DUO j e . a ! t g� o13n ac ', f j OA CfM1'T" AND STATE t^OD``S AND UTILITY"REQUIREMENTS. 10 3 :Fi�TAi ACE-8 i2'Ieo8- 0 eDe.� eIORS IO COMPLIANCE SS TO BE F ANYEW AND MEr B( �I l d3" I'�� 23.25 L- -1 Af'LORS PRIOR To COMMENCEMENT of ANY WORK. JOE THOMAS KING (5© INTEREST) Y - S DORIS ANNETTE; KING E / t tt FDA A3 j 1 1i uLrvllw�70RS SHALL COORDINATE WORK:BLT,VEEN (5O7 INTEREST) t THEMSELVES, Cm', ROWER COMPANY, ETC. RESIDUE OF CALLED 6.00 ACRES �!, o � - f 1 i � ' IO.i= AC I j 12 S1 :_itaE� I�tNs ARE To Txe FACE of THE H.C.C.F. 140. N793005 & N793006 �E`I o •zt.. _s to ` ' 21.,'L, S ? f.. f 1 l FLTAIL'SPACE - A O Ix:3 UNLESS OTHERWISE NOTED. 9/ 3 j92 o) `r 3 !+v r-;? - �..-��« a 8 R€iCPFi3 LASS ArA 1362 I t, 2 fip 1 A al, '�1.4613 ACRE (63,657 SF) f� i =-�.1 �litO- Q ,2 �I �j 1 13 CuNn, i`n 1r« aHAti v!fi•IFY ALL SITE CONDITIONS. li �" - .� I ! i,. rG,pr„F.!a `1i C I c�w _ vj - x ct rR., v. TO IN IF,LL 'WEED WEB FABRIC UNDER ALL BEDS. REMAINDER s4.720 ACRES p� r t- I � _ �y Iry ili�tiCr XISiiNG ELEVATION AS PER SURVEY 7 o' 0 � +- {{ i I / hA ED ^ o g L W}�.t�14+�\id I S'�`Cr-7 � t '� FI SH R..C,. Q j I I ,I n �7 u+T c� +vtYi tLc1 AT ON OF TOP OF PAVEMENT nA O _ _ - R i3 n LLED .757 ACRESEL vAl10N �32 :it;:tD (TYPICAL)'can.. -.,..._.ivi.7. ��5441b6 - !n,L' ,}....:? „ n m ,m. li s. a 4 ik .m„f1. L,. t✓.i-. i I _. I i " Gv :� ( 11 n CI;\I l� + 1 ,ja 1IJ WLIUGH GRADE ENTIRE SITE AND HAVE 8 ! 1 1 ,� - - r .- " � HcH uNE tl - ; _v 111E - # i' y w e -_ i � r ml '�i 4, APPROVAL BEFORE COMMENCEMENT (7F ANY PAVING _.__ _ E _. - ,r _ S F44AL� F oD iiA i �is.o � / I Czz.o�I 1 / it rL SITE DMNAGE PLANS FOR THE FUTURE I URE �� � I , - �i r � SURVEY DOCUMENT FOR EXISTING CONDITIONS. � � - !' - - - 1 � : ^` ! �� FLOOR AF�A15,'f00 qa i i � ( - � c i D-E vELOPME �fT OF THIS AREA o.SC. �1 4 DA 35 I \ /Pau { " ni 0 0 MUST BE APPROVED BY THE IT a _ O.LS78 AC t zti `r4 i C22 ec) o G{`' �'i`i O tri' I '_ " N PLACE CONCRETE PAVEMENT RE: TO DETAIL AND 0 / - - a r}I tFc!, ! I !j ( CITY OF LA PORTS j li 3 , I c a ',- _ I oaS. 'J£R7FY WITH SOIL REPORT. � � I �}- _ ` I Yj L1 j�22'9%' \ yojw ,! ". 1 1"✓/ E. IN PLACE CONCRETE PAVEMENT !N DUMPSTER AREA. tl 2 ,4 _ t _) 1N PLACE CONCRETE PAVEMENT OVER UNDER GROUND FUELIt RE: TO DETAIL AND SPECIFICATIONS. VERIFY WiTH :SOIL REPORT. V a r i ! s20 01 22. 0.17 ._ __ !! I-- c _. -c- -a. ;- .,. - '0�- LA ;-.T , i { -. �.. - I i III •,.," - / - -- - __ _ `2 1 D i wile - ! C J { , pp LC p III t .r.:. ;1 ! SO E RUNOFF DISCHARGE = 2.13 CFS / I i R „x 2 F 1 ! A wt rira DA 44 .,�--.._- r 1n w v SITE RUNOFF DISCHARGE 1.78 CFS �l.. _ �1 I� Iia F 0.11-`�D AC �\t\ - I I,E.S RICTOR PIPE) _,_ .. �' tx 70 tI7 - 7 }---- x - x r t � ' n 4 o"i rn {o iv M E/ a�F DESIGNED TO CARRY c> i I \ ,...., I f2 T J ! G0 _Q_"° = rn y F ._ i'L?10E ,-, j L .O ,.G c ee ;,AP STORM CALCULATION TO FLOW AT a ft/sec: FULL : /"'C)RNER 1 ! - ,------------- ,-. - ------------------- __------;� - -- --- - - a 19. r11 _- __19 D4, iFt .._. rIRE� I, ..^`.6 - i� { i .��`\ �p 18.7.,. T"Ti T v T _. H fDRrv+ rpX --- .. AFY� '?- - �. � "v (n.. dt Ti _^, st -. 'WttSt...` 44v.b.\^u-. Ti t a; n Go,nncn o - 11'i-..ice- _ 4f''CQ) •J ..r - �".. 3ENTFtY h+EWAY .,. ...�m ... [� j I T3 Lu961 ACRES = 56;456 S0. FT. " __. _.- -- --- s 9q,_ A_ G2.7fl c 1 17 _ I :7y i- ;.10N STORAGE RATE READ. = Cs = 0.20 ACRE-FEET ACRE t^.g5.'-;T- 't6.62C t ,.!,.a/.t.,/;.... �° :, , --" .. .. .-.,. -x-_ ,/� �,...0 ",� ,9. .TOi �+i� In.yo 11-i'T'-*t ��1 CO, r,/4 4 9J • {AGE vOLUM� E . , <^17A8.1.rL I - "�_._• _� y-- „ :. � R QD - 11,292 CUR. FT. r/;- _a.,<s I i \o - � �,.. ���� i i � none-% -��.� v'? STORAGE VOLUME PROVIDED 11.431 CU. FT. 1 i l l -- ( ' -,_._. 1..------__ t t 10 n n - -76.n3 .i . _ _ -+Ic wi. c. /i : i i k __.._.._ d �- r' r! - i / ( = `. i" f PCIJT OF S1a WATER SURFACE ELEVATION = 22.60 d __ _._ �_ __..-.- 1- �__._- I i � 1 _ .--_ I x 1 � i' l 3. 7 _ 1 ,1.fu._F - _ 19, t,Tii [ l4 Rcp :''o_ o U F ,, -J _, ,<. .A -- -y.__ ,,1 rnPr>n?1. I BEGINNING _Ii-ITFd{, t_ RATE di_LOWED = 2.13 CFS 19.67 EP 'R bt rR i J.93 EP 19 94 FP iI11II 11,--. , _. _____ _........_ __-_.-......_ .-.__.___- _..____..____....._....................-.. Ivan TP H n ,1 vu ,� C -D - 1.78 CFS a a a � e-e-e- aof a t \ C, INCHES CUtTt Or AJrtiALl rJl. ii---��.�..DGE OF S'Il L1 iL -' f f P}'4'4_� ff� g, t � . 7 .7ff.84, Eiji i R H-d F c`i. E t`.7t.P R.O.`�'�.1 I C�994� . EX,..1 ,... P,»„ STP.. i9C91 f 1 �7. ( �C t .21.03.i: /Li21.7G.0 ... s '` s 5`Fe FnPNIERLY LOMAX RD.) PAVEMENT AI: SAN. $WR. M.H_ 2' HOT MIX A4PHAITIC `-NCRFf xlrT!he co!�p7Ti;� - 1 ae•.� COPYRIGHT RESERVED z x J lal I� I FNc, TX DOT - { CONIC. MONU. rDP=%C' PP 'L 8"i ,. 11.5v LL"` {,F/L 6'{�) Ii 63 130- 1CP tin �� i� - - - "j'- - ' -3C- pCo \\ r/L -i 7.47 ASPHALT c u _ E t-cXISTING DRCh TO oc REh10vED - --I- " \ Wi FO" CEMENT STh?IL ___ SNE_L I cr' c, ..^,`cr acEn - TOP=tB GT- �.. `. F/L. 10 fYtl)-9.71 > N TR6 AREA, P._cT_ - \ OR 10" CRUSED LIULSfONE 1 FA 14 ,c) 9.&7 TO GRACE WITH FILL I A ti fEL rT,rr > w B T c I \ � CAM r.t.,rl:rr .. A_ PEP. Ir_..,L 57ANu>•,p_1S. s5 SPECIFIED - t 1 , V tuP.; i ur, L I !USING RATIONAL FORMULA &If - s FIGURE 1; CITY OF LA PORTS I PP- / a FOR 3 YRS. STORM) c,As % 0.8075 METER - 15} = 4.894 in/hr OUTLET SIZING PER 5.2.2 STORM SEWER KEYED PLAN NOTES rss. DESIGN CRiTERiA OF CITY OF LA PORTE: - � ME"R F NDi.a ' 8 '� ` ' r- a " f'w 0,35 X 4,694 X 1.2961 2.13 CFS _ Q 87 LF 12" SDR 26 F 56 LF 18" CLASS N RCP 04 INLET TYPE A UNDEVELOPED RATE OF DISCHARGE - 2.13 DES ASTM #3034 AT MIN. 0 0.50% SLOPE TG: 21.93 SAN. SYYR. FA.h. - � i, •+ n " NDITIONS: USE 6" DI.A. RESTRICTOR PiPE 0 JUNCTION BOX NO. 5: O.SdM1 SLOPE FL: 18.83 TOP=18.42 n w n - A i 1774 ACRES 0= CA 2gh = 0.8 x 0.196 x x 32.2 x 2 a CONTRACTOR TO !t:STALL FRY 8 tNl - I i, i F D z N 05 INLET TYPE A F 1. n1 w1 70.Ht 6" RESTiiCTO FIFE / P - i.D A ACRES : 1.78 CFS < 213 CFS 101 LF 12" SDR 26 TG• 21.93 F/L 1u /t 10hf .; :- tnnrn LAND AREA = 1.2961 ACRES INLET N0. 5 . - ASTM #3Q34 AT MIN. FL:* 18.33 ( u,!v t 1 ' IS + PERVIOUS - 1.1273 + 0.1688 VOLUME PROVIDED 0 0.50% SLOPE 8" SCHED 40 PVC 6 INLET TYPE A + (0.35 X 0.1688)]/1.2961 TOTAL - 11,431 CU. Fr. 1 ROOF DRAIN COLLECTOR TG: 21.93 ZONING ; p Ham; A�FF p t �[� g �H� A F� i p r A [s#f p Ha 3 p F_ s .. n (+NLE7 TIME PER TABLE 1, MAX. DESIGN WATER SURFACE ELEVATION *" 22.60 �C 101 LF 12" SDR 25 0 MIN. 0.50% SLOPE FL: 19.43 SH SITE H-!�AN - PAVING, 4/6"ttS6l�lAGE AND U t L S ES CITY OF LA PORTE DESIGN STORAGE VOLUME PROVIDED: ASTM #3034 AT MIN. nj INLET TYPE A �7 INLET TYPE 0 SCALE: I"=30'-0" CRITERIA FOR ZONE GC) INLET NO. 1 = 8876 x 0.67 x 0.5 2,973 CU. FT. 0 0.50% SLOPE TG: 21.93 TO: 21.60 RE: SURVEY PIPE FLOW TIME INLET NO. 2 - 5278 x 0.67 x 0.5 - 1,768 CU, FT. FL 19.43 FL: 17.70 H TOTAL LAND AREA: 2.7574 ACRES (120,113 SO. FT.) WNS r (244 FT / 3.0 ft/sec)/60 sec/mina INLET NO. 3 = 4402 x 0.67 x 0.5 - 1,475 CU. Fr. OD 56 LF 12" SDR 26 DEVELOPED LAND AREA: 1.2961 ACRE 4`' +F- INLET NO. 4= 5163 x 0.67 z0.5 = 1,730 CU. FT. ASTM A3034 AT MIN, INLET TYPE A INSTALL i - 24" CLASS IV RCP x5b,4J6 5.,. FT.) (USING RATIONAL FORMULA INLET NO. 5 = 6315 x 0.67 x 0.5 = 2,116 CU. Fr. TO: 21.93 CULVERT SLOPED AS SHOWN Lj ! �� LA€�dD )` FIGURE 1, CITY OF LA PORTS... O.sO% SLOPE LESlGHT AS PER CRY OF LA PORTS pis :3°A '�'°'�A,. PER ,,A+°. - `- sJ4 INLET NO. 8 s 2817rx 0.67 x A.5 = 944 CU. FT. FL: f8.93 LA PORTE FOR 3 75 STORM) NOTE, A 2,757 Af'.RE TRACT OF LEND 11111 IlF A iQi AhRE.TRACT EIiIT OF Qi_IIIOTS D.ea7s = 1i,006 GU. FT. E i0 LF t2' SDR 28 (1 INLET TYPE A CONTRfiCTDR TD REALIGN TOA IIF SANK OF . ,-. 1 .,,.. - - 321 AND 7 ,7t .1 + 11.36 �t - S.i73 in hr ASTM 3034 AT MtN. t VOLUME IN THE PIPES - � ,� 425 CU. Fr. TG: 21._3 c a �< Or r, LC I't,Rl J L U LEI„ r,��JKJ11N(, !0 Ill' 1 Ah 0(; (L.77 RE�GRLLU (N yUL�1Y1L THE DITCH ALONG PER L ROAD _ NORTH 'P' STREET c 374 OF THE DFFD RFt. t,iA = iJ.l4a X 5.173 X 1.2961 ss 5.30 CFS TOTAL STORAGE VOLUME PROVIDEO::11,431 CU. FT. 0 0.80% SLOPE FL: 19.43 AS REQUIRED AS PER LOCAL STD. 5i, At,. ,,,. C HA4R!S COJ!JTY, TEXAS AIID Htl!dG IN THE + -- ENOCH BRINSON SURVEY, A-5. IIAR?15 COUNIY, CITY OF LA PORTS, TEXAS �aaacr:atiww+»,.,w ,,.;:: Aa+.>ti cues ::" v„s,. cx,r�u..n .,z.s..«+..,:.:a w,>...,.,..,,.;y« . t+awrre> R„a�.w;ax- •m.,"v ,« ,1...«.:..aw„w.,...;.., .w. �. «., 1: ,,. , .•..: , ..,,«.«,.,,,.....,,»,w:..t,.x<w..wt"xv�m.iv.z ay..,. _,„ ,. ...._t :..e _._. <. ,.,:, .. __w;,:.. �y t RAWiNGS ISSUED FOR: I-03-06 6 YNER APPROVAL -1 �-09-06 PROGRESS PRINT 1 1-19-06 PROGRESS PRINT 1 -03-06 - PROGRESS PRINT 1 -1 05 6 11 PROGRESS PRINT 1 -20-06 PROGRESS PRINT 1 -01-06 I PROGRESS PRINT 1:-07-06 PROGRESS PRINT 0-09-07 PROGRESS PRINT FINALPRINT S OPE OF THE DOCUMENT T is draw.Cg lndioates the fin"i scope a lire proiect in terms of architectural d sign concept. the dimensions of the b Iiding, the major architectural elements a d the type of structural, mechanical o clricai systems. As scope documents. If r drawings do not neceGna'ity indicate a describe all wort, required for full per- t; 'mence and completion of the re q nemantc of the Contract Documents. C the basin of the generel scope In-- d ated or described, the contractor chaff Ill nish all items required for the proper a caution and completion of the work. T ISe drawings chaff not be used for cons - if lotion unless DATED and noted on N SUED FOR CONSTRUCTION WORK. 11, t Information, details and draw!ngs shown bi this docurncnt con not be repmducod, coined q photocap6d le a si tiger Taenff withouhe y vesffod wr tan convent from the owner It TERPt_AN ARCHITECTS. INC. P -VISIONS Nn DATE DESCRIPTION 1 11-28-06 BY OWNER 2 12-04-06 CITY OF LA PORTE 3 LO Q -07 CiTY OF LA PORTE DR NN BY: lxiECKED BY: DATE S111 T TITLE PAVING SUE PLAN r NNG NUMa" E'ii SHEET 14/n. 111. f g � , 8 I 5 ... renvrw;:,uanvnwary.kx«,av?7:?v+xwwwwa,ww'Suw.gwRxv.a ew+wN ,'mPauA w-+vuxvnav4waiww*w.aww,vaw w'mrw..uro-'.u.HjS� f Wmn.Ynaw WwAtU.uWM,.aeNMkWNw,¢aMacM\Hkfvwvw,wwumvwptli"o.;+aW.auwaw:+uu4:uwvwc'umaaxnsrirvwMw'-ma W,�+vtrmrctFuw(#.wu"vaw%`^TM tixW;Wwsswfixu�wtt^WM+a`nT+ Wo.P4�ea✓,4+:>,I�tw. u1 •.Vw6 vRv,e:.a`DNu#I WSU! ^ S ! � r a, sontoi ^ r « 1 !CY e,,• s r1. A -t It i }\ k �7 r v1 kKrTT Z_ T� _ Ai(" PROJECT Ij tis COIN TI7 p t 21 ,l I I +g^ UR Y) Ni F 1 U' xr r S' ,2, i{ 1 sill j y d, ry ��""^ try..,.}.,_, � q?��^£�p;� TR �m �u" �1'.:`, r O pi a L.., `4 il i. €G...$ PARA`% A.�trA. E e✓� wv` 5 �.) ... .,TERIAITIRTE FOR MOTION INRA WATER. t' NT C 1 u, x-J (`RE'v E:il nJI E�TATiCl1 rdF 7ERL; TE r.rr_E xl{ v.)x.. I € 1, t7i ?v i. 'I,tJI_,.F A r.-t_:,!!ON CONSISTING or no.. l, ,,HE%flCAL ELEMENTS ANC CONCENTRAROO4S, : I_,.............._....,....... I € ,i3AN 14 ). 1,0 PERCENT IN `✓AIF:12 tthti. Si(ty. V._ 1 ORP O") a PERCENT!Ni 14 x " USED AS ( 'I LIrAeP t I . r. n. "• ' 7 I-iilt- I AND APP nth r ! ll NI}ED B vit!R t ! i r i, f APPROVED - to t , DINVE FO,' r r '. , { r CH E A" \ IENd IJt ON AR.E.-AT, TC 23,F TREATED. LOu t I k 7 v1; li Ti r. K 1 � J {{ t D 1iONS Oill 1, Y K, APPII D 4 i tiv� rf..:', rE.r rnp T�('.r,tt , C IIr7N AS bCi 1 4 : ST Rr 1 IURE'-t !HEAT SCML BEFORE CORAIRSE MAP, 114EMICAL ,CANY! 10 !,IN, !:r !r7 1,30N, I; Raw i> TMI-045 &BRZ ,°tSOE PE: {a TE .w 07 _ t{Y. (i Cl(ti e i }u F i FNiFfIRlOR Pt, Y?iif (}U w ,. ,, .: D L -_T r`4. ,Lr.:r 4 i TJ OU T I C i 322 to{,1 i ( Y OF 1AI(^ S t [ (li PER qR 1D SO. 1`7 AS 1 i ( L I t ' .. w,w ., SLAD AND A11ACH,, a s. -%S WHERE l i �.. ,, « C_1 CC,V>E.' OR OTHER NOARS`F i^_OR3ENT MATERIAL. -t ! ,[f 10 !� F i < 1 4 k b. L .Ir;Lv :(.. us; � EST) JuC EtttaiJlAS I<I�3C (50 e INTEREST) ' a I rt i Y FROM f^ r T �f i pl i fM1kE/'= OUTSIDEr'!", ti" � 1 t f', P C 1144 A ,'`E{ 1 1" \ r kt ! t h t DORIS rvr r1 I II 3 i) t INTEREST) , r r ,a-- � ,aiUG GI +.tu t. !1 , 1 1 i(,t i U Tli F-t c.4. 4 p ry I ,.. � r rn' Y: t , 1 1 > i t TOP �F 7 F E.J It CALLED VV ACRES L t !:<" 1n 1vvt APPLY c, r'u,`�§, v ,r�D 1,O1. 6diR C„ .b„,.. ,,,,., .:e t F� t `! •rill T Ck H.)_r..... < V.. N7�3 _l�}J v(7,.�Ol�b I . , ,, BEING CPL: .., M"t^I CH. @} S t92 I afi s ,r ..._ Tf tutu .. <. .T • ,. S ,. ,, ,.,.. r r1 kl r:! r 1 A,q 5k !" ,r, r 4 < t};R,i(A[A !" ,.r r sA q.. r. ep^ N} t. i-..,4,.p f`.1_.'... ! I ".„r 1_..I..a 'l.S .«. ,3, .^ ,.l of ., <. .._. .r .. ,... iiv , e1 Nuu f_S .. ,. (fn^J iJD:Er .k .,x20. ACRES p t i _> P '10F%I `i{ " 1 iHA1 NO WU vs i, FD I 50FR r [ t '- k WATER EAWAFNI, f Y `M1 I t A TO BE,FAINTEE F Li,s,",«, j } a f ., ', ID BASE ARE B THE t v t, =< v ItO(t . GENERAL l',1 { iiN .ra „,ri .'r BE BY THE S-;, s-k „tC.,t_ ...:..itl COMPLY AND CONFORM TO IrwY fr _... FNEvIv:,l4 1 .i:F a rconnuirMD T.tf„w .,rt, 15„ ACTOR t ` cr 7 t x '1 h I .• it " .i f(f t YF'. e }ty i 1 A. l t 1 t tc� \'/R I ii E t s E(N r "`rt\ CONTRACTOR t. P 4 i .'t i7h R f CtE`}k. fL C i .,, G q(. ... 17?A,CTOR gH4LLCC70�1'JIt11#{. '+tlTu 1.11. UTILITY Grr,az A„I„_ r, i I :.ls OF SEWME c:;:^,e, },"4 AT r_xirrlr.,:a ,,'i J €PLUMBING 41'„`k � °'r t0 �t'NE:Bt7lLD!NG E_Lk<tR1+.°,r,...xt:.>~' S:-..„._t� i.;- f I 1 LIJITANCE LOCAII)IN, ul„t, C � ! j R[ yy /'. I p .+ «1!1 ixt I!J 14Er4. tr M •: i\ i tTl,t'Y \.E tSvFhi\I\ AM)AI ,rj 4 f { GENERAL CONTRACTOR VIx AT 1- Ln —. ' ._ O tutu „< .,90 , - _ . .. a...' ;aT ai I, ,.. ,. 'ti;StlkiE F.W,S,E:`'+t E,°tr , F r C e 5 t ry Ia� � T t , `R ali"�.�. a� RC7 1sCiI , iA,r .> CiELOe $? J +,, r '""'ctlfttatrz ! uJ.t, ... ,.,,.+ir I.Ja.. ..".....5= , ,. ,.,,..,..oTiViEDITENT WITHOUT { /� rr� N C C �.. 'ri'W � Il /! . !1'I E4Y �ll.. Ynlll. r,.. E„7.. i. ) E , T f At'. }, ..«:.�.... .«.•..... �..n w,w x ,Cer:;a w,"rv.w xaaWxUWYAYN.4Mil m,.w+.Sk t , .},: «,t i S ,b.'h^ r{ Lilrht,t to ECTkT rJvl,.{ THE S+Ct nn } �. -. tutu T i, {; } r t i I a .<,•r v.,tt,t t t ... , ,:tutu., u t t'1 \YS ICt l ... 1 E � � :t - i 1 IFst.I.CuS.i >f , ... 5 t tutu: A .... .......... "..", ^t 4 , V AdAI,N PRIOR Y,_, t1.. .,r.. ,.n•.Y.. ......w,.....,.. ,.= « c ,r:i } •,; FEE FROM FACE TO k `'. OF CURET 'Jt'1,,..:,. . `' .M . « . 0 „A ,talbe .. ': " .> ARE TO ,.,; PA,.: ,,,.:,,~} .A;.. .. .,:. ; « , F tI=1l CHARGE CONSRUCIT S FENCING CING ih,ROMI x A0 7106FINO - ...,.... .,...,. .__. PYL -„-. Ki MPIE ^lNC COaSTalr„ AND FU.r HE .n..•.,T-&D SAN. SWIT ',; __...... .._......_."._._._........ ,-- ANH IF ., c 0v J C t d i .�J.fi t a Frt1_ 76 TL1 J. {y'1 ,,,,tit . E -,E r^,,,r,- «::'. „:'iu .C?12Y1_ ,J_ Si•T_, _ _ :rep r:., _. .., At . ,:L t.. , t f OWN1,R. .:., -,V 1I wrvw,.warw. uam +wwm .naesutm mmwnre,x.arr ,r t1,_.."-r'm €! Dj: r R lND STORAGE Cr,Lt<tY1 hStIt ACT l a -1_L t i Ca. S{IF .I' f 10,000 PROPERTY PV S .., 0I I ( ONE FOR LQJ=nFTTo PERMP n ,m E .. t,' , i1 NATO= e I =.' STORAGE TANKS CON— BTo E PERMISED _S- F{EQUI+Lv.D41,4; iT- P PM t!A,TCP BUiLDt'4C i', : f i "1 41 4T INTURE -� RUNNNG SLOPE AI t314G 1 HE { r C Fr D �11% - CROSS MOPE c,i €(i `tr 7n�A 10 vu I ` PT)'JCCIAPILT&F wwA•.�,m., �, mmr,..:.a...®u, w,.e.. wa ...,.,»,"w,... w m.-T �TIOTE: t Al11 t.! ev.. ,1 tt�1`I'') � k I , ._,r Ulm tutu. .. , t l .^: ! 'tdV I}_i\.t t� ,;_ i{. ,wL. td^., t,eT. tt, ! ,.. \. 1 a _ i _ 'MOPE r_ ;. \ _ ., tutu _ , r. , r __._. .. ,, -:,. -1r.. ._. ,. ;, tutu,: , ,« , sit LS,,.r ,- ... .. �, _ ! .,: tutu • , a .. tutu.. C� t :'} §. tt t .A.,Y' t .a stye.} t .ci.,. _. ^ ,,. ' C?': R LS IND r ,r t, }p{ tuts,.,.,,. / ,:.•} ,!' of ce= -_ t t x,r !'£t.,.: 1 k .. tutu, .:., ...i.,..,,e. ,tu tu, t utu , 7 _ r' i. ' 1 tutu , L,.. i S} * e..Stt;tu.. 1+I ' L4 .; x ^, £_ r iTaS b p « « AI .. ... ram. .«" „.. _ .., n. t. t- . tutu t,.„,., ,. ... -... _ .._^,«tutu DEC. tutu e T .. r r.hr) 1E i , « `••! } T C^,S? 1' "-" tt f : t - 6.,,,r.., , n r =,..e.....,. „ CAPON, , .., ..t f,n.v..«.,.qP.. JYx2N.n'°C„'=wYn'3..,1„xR.... .va, {.,,il , fit, A. .S.,n{t il'C ,wa:,�.K3.SRtv^Tx""` .Y, d..,..., , t .a ...,. \,:. „•'t 1 Xfr).. e..,t i.=,,,--,.1.. L'2.: ym%'yY'.rmra.':..AMH!%SuxN mrWwMwW£ry„U�I(mmwv,%e'ti<: :GaxWau:F`xsy eve'oxtHxww.eXxw,ruwWelnamtaxwhwµmvi»yYNd i.,w::l%fiuwuv�ixM.Mmwaa:vi`.arvb4+: h`nr,^wuav:uew W55+wMlnxwwwwr t wuww+wuWFutwuuMttuupuxnFRariAn�Www _ N r Ty DOT CONQ MONK (CM) ,•Y w FFItI Tx DOT CO1 CC}PJr . I{{}ri il< 1 { t ADDRESS: 1440 SENS rRD � Ig LA PORTr. 1{ 7757 z ,10E TOMAS ld AEST) '!t Saj r DOIAi z ANNET 1E I<Iw; ('5 I•t 11 r 5 RF``}IDUF OF CALLED 600 ACRES FI,C,C,F. NO, N703005 & R79,006 i o 9/3 92 giµ REMAINDER r r.7 0 ACRES OU T LC) T 3 tutu. tutu..._ _ m 1 PROPERTY I Prc c 1 U =3 ( ) " EAST e•, At ..,k.....: a STATE OF IEXA4 CAKED 1.:.' U3 ACRES S (PROd 901e-I 95 PAR. 27) FND In DO -I M.N. IoP Oto 2* r,Li s)•1�1y F/1 ♦? j�)-rs1? FR PND Tx naT� it -. C4C. Ft04U. I�., � I I FtdD. L< DOT — Own -7,9 - .d..a�_� - $$(( r +eta 20 I C` n1 tutu. I Y,C'rX 19 27 ! ``' 33 I I I �13E 4 P .��t� t p 8 it 17 31 ^<tr' 4 .,_ .� ., rtNW. Y\^YI. CCTrtiarM. v t i -.-.t 30 '1 I tutu n. : RETAIL '_ii -) I , ^ N {{ G u13c f_ I C ,_ �", � i a a .L..� 3 jff 4 ._tutu.. L .......^...< 1 ,.,......... pp __> tutu c? . g ! 41 ,! O 4 I bI N t il e j �4 PROP I r site §{R t v` f ai A. Fri Ii, A"_ F r ' z x d Imo, IUi R3S3 1 I F ..., I 0 2 3 i 7`"" S i hMA E 1,4t 13 ACRE (63,G57 SF) n !PROD t i I I E CSC t# I R. , m {BtLC.APB,S,raI, �.1, _ .. CALLED 2, r'57 ACRES �� � STs„."� d � U , f> t� . a., d, to r !,t i tip • T l t .ek '}' ,S.:Gti.x:S., {u,.me9,'"" ..._. '#t(i.ais{'}4.^.t._.,._.yu v^I x. n � {`. .1 "aa t ca ' F«a ,e 2 ram:: � � �3 1 � �. K s?M71D F1itvid<wY4Vr� 1 r �.,, ` ... ..L.. i ={ : at4At/ tiY ` ,aa., i. I -' i-.^.! ! ) • �' i �.. r •T RC } HJ 1t1 I 6 1 9 i 4 I I r � t i !, w t --f _ R _'__° i x #1 ! ? I tags _I",;.;'�......�",...'-....4�._ ,.,i .. 2 t t f i c: t i �9Ii «.., S'. , 2:' Td u. I V .-i ...____ t{.a__t'__ ._ 4S5 39 a8 ,al' ' F,eS ,..�. , � ... .. i,...�. ..w...M ; 1 i _ J ( ID'«D I i,.$ I IE p g jj ( I _- I. i �! °uSs gg , , a i ri r; �i It U � �`, ,..e ! I, ' . ..,.x,.v iri^A�ry-$�V57,N "f91.iQ", A`. { WAYT2Y DRh -,tutu __. 1 R Ctt / t i I � I I S i E %F ,.I .u.«wA..«...................Ji,,,...,.... .„.:.. ... ..d,..... ._tutu.. ^t .:k," 1 ..._..,...... «.:,... .�«.. ,.^..�.. .. ..,,.,.. =,N.,.,,,.„, .«,n .,tutu. „.................»..._„«.�.e.�».,,.,.«.,r..w.,:e.».,....n«.,. NOF-Mq or yyEyr 030" M a ' tr.. —__ I a - `Sr , i p T ILTR.- d r' ¢ y to ) , .. .: Fcii�re ERI...�i i..Q,dTi Ati , T�• f " .. s,_. q R ., ASPHALT PAVEMENT i PP k A T^ <n a .l t> ^ a: 1 COPYRIGHT RESERVED (Z 4- J .L I f- is, J I! t� R i n w ( ,jj , ti I 'I 1 r 1 1 / I � >r= m v� f. -U O c t> t I M Pt N -,i c1 C x LJ_ 1, 01 4 0 _ C i t 4 s I I F ea,.t ry% (n of J - CG f U C N I % �R 0a w -- c coC? � In o Z 1 4a S . , V _ 1 _ - j I R.Q.ti4' It w J 4 I - l.1 z r l 1 I ! a i �•x � , I s i pp u r y 12 �\ J FND. Tx NOT ^E 04 1 I i , t I CGF,C. toGWU 1 i— tl I rnr: ?u I FIL S - 1 f �+4 ' !` 1_ LIE, 7 ! / I I i I i f BEGSNNINC \ \ R I CONCREFE �.,,..-. \' H � ASP A1.T 5i1t TPv1FFiC VlSiCNARY TRIAiCGLE "Ps^ 3 fr-i N _ , ( F 4 W — -- GAS -,.. �.� METER MEMR, - F ,f.,, i,: n :f.: .C- "1 ., `s"..•,n -S. 1W am,"xY.'iS.: <^:�"`"" ^„SYr, ....n�r^?'%r, :,^.C:i .. m,., ,,"""!w""R .. CU5 .,,.<,,., .. ^.tT.w"�r"..1;IG^.R-^:,Lw^^CS I t HI PIH) iIFPHGBE CABLE MARKER l I ICU - S I a prl- r,T AIL - a,g< TC-=1h41 rIEC_ rJ J6='" �tl S F/', CiIt, it s n F/i 10011) 10->1 SFFE Psi N — ARCHF1 ECTURAL RE: SURVEY TOTAL LAND AREA: 2.7574 ACRES (120,113 SQ. FT.) DEVELOPED UJ,11) AREA i ,2`9'i n 1 ACRE (56,456 SQ. FQ IF FtS E�4�Qa+ �rA9{ y $-bpR �q g„,p y°Ra ^�'� S ,qLA £} {#�$y jyfy� V4 t.A2,i.£ tl + 22A, t l F i.M°M? S P @ 4 i�?A$'�.. to Mi�i42 'i' $,eb' ' A C r 1 it lN- F i 3 `(' 'a Cll (' !'T I '9 AND a, 7 A. I N# t A H `R. T F 1 2 �r ACRE nR a1rT �} LANE) .. T 0 ..0. ACRE TRACT l OUT � C�^J LO S >._ 322 O F A L iiORNE OU LC lS , r CORD;NG TO THE MAP OR PLAT RECORDED IN VOLUME E1, PACE 371 OF THE DEED RECORDS OF HARRIS COUNIFY, TEXAS AND SE'i'G 1 t}iF ENOCH BRINSON Si,FVE`O', A-5r IIARR,S CO'JnTYr CITY Cr LA PORTE, TEXAS P; e i i, ry 1AL SEAL 1-a3- 6-F a )-09-06 WNE PP VY� O eR A RQ hL PROGRESS PRINT )-19-06 -a3-06 PROGRESS PRIPl1 PROGRESS PRINT -15-06 PROGRESS PRINT -200-05 !_ -rya -, a1 a.. PROGRESS PRINT � PROGRESS PRINT !-0-06 PROGRESS PRINT i-O9-07 I PROGRESS PRINT FINAL PRINT COPE OF THE DOCUMEhiT Y d•o,,-ir,U :no' clro N 11"17: New{ze Me project in terms or are itactural ^. 5 I ar, acne_ the u mcns Ts of the ,I i ad.n the ma r t l I n e chile #rc elements i i f Id tnc, of N �. f me c,tvn, ,I 1 4. C. ctncai ayuLarns As Scope documents. s � d r t r indicate _.., f i` � .I .._.. _. .. c: vc � ,et ��red 'or full , rmonce and completion of the re- t r , ,re^,c t of -hc Gc tr � ev u c rents. 1 ^ the be of the mere scope in :oto o ae„c-ibed, the coat cetor shall I rmsn all items required for tha proper 1 .. n an^' comp otion of the "V 0'ii. - .. oe,m, nv net to used for co'l5- 1 uct,rn unless DATED and noto 3 on r ) C' !''� ' I ed Il a m i man; sr x th,x„ lha -Stan ..wont fra tho own cr I ITERRI AN ARCF-HTECTC INC i EVISIONS I-onr r ESrfilo N 11-28-061 BY OWNER 1 TVAG !CITY OF Lr"t PORTE 05-09-07 CITY OF LA PORTE DI 'ven A ft 111 g-T.1�'Ci PLAN . C q �'sg A S .. &"LA`r4S "rs SF{TI tip. 01 d IF VOINITY MAP KEYIliY MAP NC. 53 , r IViFit' Ivv.. ..�...r� ; r t) 4 ! I COPYRIGHT RESERVED Fp ETT'�----„"'_ -�--' w N_RTH P PROJECT! r A • --__---p,, ,40ot! LOCATION �L'l,, f WE 1l1NSET RID 01i iyiIc''. .``mitt t49 ttt R F I 4i, Al NORTH G,$ GENERAL NOTES 1 THE GENERAL CONTRACTOR SHALL ,- urRDINAr1- WITH ALL U it III iC)MPANiES TO DETERM6F ExµC I POINTS OF Sl �- COt`,I1N1L,,IIU1N At L; I � 1L UTILIiILA. RLrEI,' TO THE RIILI DING FI FCTRiCA! 11 a PI IJMRING SHEETS FOR SERVICE f ENTRANCE SEES, D LIIutI .�I. IVL G{vi , IiI.G v�v Jlv..� J1Z�J A{)G 2 PROPOSED HTn ITIEO rtRF cl lnlalAl I, I SCHEMATIC ONKY EXACT 1 O ATIONS SHALL BE LIE ERNONFD BY GENERAL FOR T IOST 1CAL1NST1 I L , NFn I r A r ,.I- "O J, l..vl ift'/'iv 1UF( TO RUN VivvLCw J '.VV , ENIPTt w,vv�-11 It PUFTO TELEPHONF ROOTIS NFARFEST ItLt r1+U .F SERVICE OUTLET. 4, j n SiCINI to IN 1 t D NON a IS CI D6CONINECT 5. U 1T LF. 1 IS ,PL. U I-�•E L UUND!NATION V51H PDW P GICMPANY IN DFTFRMI NI Nl CH I f_ I I_nCATUIN 6, CON.IRAC.TOR 0 Pru DE ',i 4 ) CONDUIT FROM TSPENSER SPEAKER BOX TO CASHIER R AREA 7. ELECTRICAL iNTRACTOR T. vn AL1 INPIC- FOR ALL EXTERiORi0Ula11 E LIGHT FIXTURES AND SIGIfS TO BE CONTROLLED B E' _v % ! H CASHIER -'SN'3 PY OVERRIDESVYI 8. i Ilrn lJR HA%+E 1t r'EL S STEli R ALL C(ltlll P7,y FNT AND OF CA(`H PIFCF OF EQUIPM£N T. 3. ALL {_LLGTRiCAL Cfid _I i' I iP 4 L If,n CLEAT ,L. S".9 D 1S TO WHAT EACH CONTR01_S. , . KEYED PLAN . TES - a \ d" (UNUiINt FOR UIvCn::Rt I<tnllw_) i I t.1:TRICAt Stit v t., CONIIIA; ; r L ITT ; U ? _ �. I'IO"v FOR CL L {:, 1, ,. t. i I h.,.•PIL �__ - - CONPU9 TO CANOPFOR S.w.l t_l _._. I CONDil ITS TO CANOPY LIGHTS AND CANOPY SIC NS- ID C) 1 3/4 C,3N 1Ui 1 FROM' �'ti t uE TO f FEf IQ T 3,4CONDUITS PER I`1anlll ,rlc• nic�l-rict- � REFER o L f' t, lANIE, F G CL) IU COORDINATE BEb1 UNDERGROUND TRENCH LOUN!UN In t :E 0 w t �- i 14 '.! COMD Il C FOR STf1DACE TANKS (E-J C f' ) n, TANK MONITOR. r-. Iry .KblNl II ITV CFI i - L>,rd COrTthnl ruri SATELLITE iIv l EMERGENCY PUMP SHIJI&I (FPClj r+l I npt KITH CJN7t20L Y+'H11NG l lt-LI. Ills <� : , IniF . _�•,_.. �_ #_iP{ I ._v RANGE tEvTi-k�R- HIIgS AT FT1 I ..:IiF FhTRtFS iTYr PER .L. 115HEvH. .•Ir .L CODE. _0_. _ _ 1,. _ n_r UP Gi-A-'%___ Ia IHI\ __-tlQ _ ,'A:', a OP.A:4CE BAC „u <L OUTLOT 322 JvL TI 10MAS KING (50% 94 iL10 1 1 ) DORIS ANNET NE KING (5cm IN iEF n i RESIDUE OF CALLED 6.00 ACRES H.t= C F. NO. N 793005 & N793006 9 j /92 REMAINDER' ±4. / 2U .At RES , ( rtty'(:- AA(1NI I I 1 t1 - \? Sla1F nr 7c yr _.. -'� iPROJ. #8012-1-y., PAR. 27) , .._t NI), .� --tAN 'z r M.M. L ADDRESS. 1440 SEIdS F.D. �\ � LA Pt,RTE, 1 ;;51-, z JOF THOMAS KING (50% INIFREST) UW DORIS 41411A41L I Ti KING (50 a 11Y 11 R ST) 1 ' x oI SID )c OF r qi 1 FD 6.00 ACRc c tt H.(-'.C.F. N0. N793005 & N793006 FND 1 DOT 9/3/ 92 __ _ FND. Tx DOT I f I L;', r~t,'KTL UU I LU I J \ - _- __ VOL. z 7 H h '•„� RFMAi 1 JFR 1. .-n A,^ CiCi T LC; I -52 i r 61, PG, , . �..1V ., . 01 h d , 1 1 t NilI PROPERTY U14E EAST - 438.51' 1 = =u WG _______________ f0'-D'6Ufi.D1-LIME --_____-_I(--_ 7���-_____�_-____- -g- nu 7r;,,_r-i ��a___--- nP-Zan •>7n'•, �i� �1 id t f ! � .. 20 14 r_.I.,I 27 I I 19 i a 0 I r 1 ( 0 ! FETAL lama S - E ---- 76 26 { 32 i t 4 0- -2oi N� { , 1 r 17 i� r r- 31 RE:I AL 6PACF-E> '!..$ Ic 24 30 I ## I ':v \ 1i i j 1360 SF- 15 211 i t{ t ! gq it - --�'1V W f 3 29 l I ! 2 28 4 € z l ! RETAIL SPACE - C. y d 2 rqqq 1 /� ! t,380 SF n 6iEW& SsACE - 6 -- 12 Q o $ee 0 aID-11 �aw SF JI I ! ( m 10 ETA� RaNWE - A ! gg / tlY. N E- I tw2 s I { I I ! 9 rJ l ' . 146'13 ACRE (63,657 SF} I ! ! 1 //J ry ye r ! o! IS==I - 7 . �\ ! toto !o I to KULWANT SINGH I J CALLED 2.757 ACRES j! �J - e i ! h I N N . .C.F. NO. i2544166 1122tu SET45 FFIDA I f'l� MAP T ' — ! Ji 1 6 ! I PiCCIt AREA: 6.100 SF O t • yg � S I L: ap is «w 1 I � ! w v J 1!L43, �!-UI! U 1 z 1 w a I I t LOCATION OF PROPOSED NEW POWER POLE ! °t ° ^� �' .i a !, -� !'t I _tl 1 i iltti�i�`•kv wm1=c LB-2/4 FOR UNDERGROUND ELECTRIC SERVICE f i R' BY G£NTERFOINT ENERGY!'N" I n MR. DAVID POSTON (1-261-425-7379) LL<. ! y t_ 1 r- i L J I i,I ! 1V ' t,t,..., I no_ia T) 6"`r1.� [. \I 1 10 -P QU2111.VG L . £ !- rl� rr; t--------------------------- -------- RRE -ti -tO-;I3.(_ _ or -'A li OP �) _ 5�` Cm ' ;nPNiR _. ...,t.. -. NYCRAii 9 '.:A `•'A $ 9 _ d -t , 'p � i - WEST - d-dOS7'---f--= 1?"'�, ;SQ'.'t7"PPbP05 _. , _i- y_7 . . -a- f' ^- T ' ENlRY OPoVt WAY -•.�V i C�L F107t OF DffCH __. :h . l _. .. �-�- — __' --.. a..._ � -. 1 -.y\ _ __ �-- - ` -.=�. (FORMFRLY i OMAX RD.) ASPHALT PAVEMENT \ SAN, sv t. Gt-rI. —.� PROPOSED ONERHEAD L1t4ES- .1 - 'z1 v A1�\ BY CENTERPCINT ENERGYFA 4 _.,.: 1'? P v c P P -- P -- pPap P -- GAS METES LOCATION OF PROPOSED NEW POWER POLE—`� 13Y CENTERPCINT ENERGY ME RNAD POS ON (1-261-425-7770', - POINT OF 13EGINNINC � _XIS'r'•IC PAINT STRIPE \ Hllki) 0 RA LpH(1NE�i w y O s J Ill Cj ! T� y N Cd W 1 0� s r_i A _ V L I PP ( i FDlD Tx DOT a CONE. MONT SAN. ViiF' I T01-20.29 PP F•1 ., ht,-17.,.i 1i , I E';E s-ts,_nI-G3 - II CONCRETE N: 17 LEIS � w N 0, W ® _j ) R Ld Z V W 13 J Of O / I GAS t ;cR PNn gig'., r i R a I SAN z 1FNF)iI v LL/=CLNG C.IC S1TE PLAN - ELECTRCAL f SCALE: 1 RE: SURVEY TOTAL LAND AREA: 2.7574 ACRES (120,113 SO. FT.) DEVELOHED LAND AAA'':: 1.2961 ACRE (56,456 SO. FT.) LESC^-1ii3i€sON OF LANE): TF13 321A + 322A, LA PO TIT (0001LEERiS PER HCA 23-138-000-0354 A 2 757 ACRE T{ AhT OF I AND Ol IT OF A 1 03 ACRE TRACT OUT OF f1IJTLOTS 321 AND 322 OF A LA FORTE UUILUT3 ACCORDING TO THE MAP OR PLAT RECORDED IN VOLUME a ACE 371 OF THE DEED RECORDS OF HARRIS COUNTY, TEXAS AND BEING; IN THE ENOCII BRINSON SURVEY, A-5, HA.RRIS COUNTY, CITY OF LA PORTE, TEXAS w �v xt INN RPLAN ARCHn"E 1I'S 41 .; PI AI MNG ARCHITECTURF IN 11 WU 1e 281-398 2020 PRQ,N !T NUMBER TE K03S!T — UI 1'RC,A a TITLE �. Cu pp 3 g awl ti I i r re i §§§ 1 , Pat tee PON Id LO I eCa ®p Y � k < ®g axe C 0w ��99 � � 4 181 r n e A # z }" t11 Cot 0 C n Aa PRO [`"OVAL 7,I,-L �4 .,11g Yp J, PEES' 'Pr g�3S3 i .ye l D IAWINGS ISSUED I 10 -03-06 '- ah A PP Ai iIr 10 -09-06 PROGRESS PRINT �ROGRESSPRINI 1C •19-06 tt -03 O6 PROGRESS Poi,_ 3 7— 11 -15 06 j PROGRESS s la„ I 11 -20 06 PROGRESS -Efr i 11 -01-06 PROGRESS PENT 15 -07-06 PROGRESS 0! -09-07 l PRO RI c,; r -.4' 1 i FINAL PEtry- 1 S :OPE OF THE DOCUtYIFN TF t em,ning i^dra th . .. of he project in terns of o,u I M In concept, the + I c .s. bl ding, the major a chiteeWrei at the type of s ruc I, n eE trical systems. As ecoae dvcw* cl I th drovr^ ngs o net n2connari!.; vi escrlbe at!� cm cqufred lcr Ic nonce and eomoiction or tre 'e-- qt cments ar 'he Co-r rc ' oI the basis of the qc c of all too or doscrtbc , the .. . fu ish all Items required forIrv,- ci cutlon and -- e rc - - Tt ae droviings shc! r - .- tr Ictlon unless DAIHI and not tics IS IUED FOR CG "_•ILLI ON . 4 ` int •matlon, de' '' ' '' ^ 1 1 this documort Inn, n + of photocopled in o slrn or rn n1 -c ^ HI Tressed urltton consent. .-,m _ - IP rERPLAN ARC'HITWIVI • ,.. R `VISIONS NO DATE DESOOPTICxv �.. 1 11-28-06 BY OrJNE _ 2 12-04-06 CITY Cr I s_ 3 t05_09-071 C T OF LA PORTE OR Ma BY: CHECKED BY: UAI SM IT 1111E BAC 1 1 ttiNAT I.- SMIE PLAN OR WING NUMBER S61LCT t. ij / Y I 3 2 _Y MAP NO.: 5394-fr aa.w In �, CR ET T Z I 9ONi.-. b 5 4 1 _ PLUMBING WATER CONSERVATION NOTES P PROJECT .aa ARflfi LOCATION Q 1 i K it > > N � S ~ z u z N SAt 1 " j NORTH �E FLINTROCK EAST KEYED TES- 1 PROPOSED 1 1/2- WATER LINE (tA PROPOSED 2" WATER LINE GREASE TRAP 750 GALLONS (� SAMPLE WELL AS REO'D BY LOCAL CODE �J 6" SCHED. 40 PVC SAN. SE'.VER LINE P MIN, 0.60% SLOPE 04 RF(FSSEO 1 1/2"SHUT-OFF VALVF FOR WATER ENTRY LINE (C-STORE) CAA) RECESSED 1 1/2" SHUT-OFF 'VALVE FOR WATER ENTRY LINE (RETAIL) (5} 1" WATER LINE VALVED & CAPPED FOR FUTURE (TYR) NEW 2" WATER METER TO BE INSTALLED WITH BACKFLOW PREVENTER FOR (RETAIL & C-STORE) WATER METER WILL BE INSTALLED BY THE CITY, BACKFLOW DEVICES TO BE INSTALLED BY THE PLUMBING SUB -CONTRACTOR, NEW i" WATER METER FOR LANDSCAPERS USE ONLY WILL BE !NSTALLED BY THE CITY. PRESSURE VACUUM BREAKER BY LICENSED IRRIGATION CONTRACTOR, 0 1 1/2" WILKINS MODEL 975 REDUCED PRESSURE ZONE TYPE (PPZ) SACKFLOW PREVEMTER. (OP. APPROVED EQUAL) TO BE INSTALLED BY THE PLUMBING SUB -CONTRACTOR. 0- 1-4" SCHED. 40 PVC SLEEVE EXTEND 5' BEYOND FACE OF CURB (TIP. AT DRIVEWAYS) 0 CAP ALL ENDS (TYP.) �J (DO NOT C£MENTGLUE) Sp 4" CAPPED SANITARY LINE FOR FUTURE CONNECTION (TYP.) �11 2" GAS LINE, CONTRACTOR TO VERIFY POINT OF CONNECTION & LOCATION OF GAS LINE WITH GAS COMPANY AND OWNER. TOTAL DEMAND LOAD IS 1,000,000 BTU PER HR. (909 CFH) GAS LINE TO BE BLACK IRON ASTM SCHED. 40 LINES PROVIDE UNION AND GAS SHUT-OFF VALVE, SUPPORT OF PIPING & WORKS AS PER LOCAL. STANDARD 12 ALL WATER AND SEWER TAPS INTO PUBLIC LINES WILL BE MADE BY THE CITY OF LA PORTE AT THE OWNER'S EXPENSE. REQUIRED SAN. SEWER TAP 15 6" DIA. FOR THIS PROJECT. g 1 i 3/4" WATER LINE TO AIR & WATER UNIT CONTRACTOR MUST PROVIDE REDUCED PRESSURE PRINCIPAL g BACKFLO'W DEVICE FOR AIR AND WATER UNIT AND INSTALLED J AS PER LOCAL STD. PPO''OSED 2' GAS LINE NOTES. " MINIMUM HOR17ONTAL SEPARATION BETWEEN WATER AND SEWER LINES IS 9'-0" SAN. SWP.. LINE MUST BE 1'-0" BELOW WATER L;NE WHERE THEY ARE PARALLEL AND WHERE THEY CROSS p S- , @ �� CONTRACTOR TO CONTACT MR, RENE PORRAS AT PUBLIC WORKS OF CITY OF LA PORTE, s, (TELEPHONE NO. 281 471 9650, EXT. 5100) $ REGARDING THE SIZE AND LOCATIONS OF SAN. SEWER LINES. (B) THE WATER SAVING PERFORMANCE STANDARD FOR A PLUMBING FIXTURE ARE THOSE ESTABLISHED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE(AMSI), CURRENT REVISION, OR THE FOLLOWING STANDARDS, WHICHEVER ARE MORE RESTRICTIVE. (1) THE MAXIMUM FLOW FROM A SINK OR LAVATORY FAUCET OR A FAUC 1 AERATOR SHALL NOT EXCEED 2.20 GALLON OF WATER PER MINUTE AT A PRESSURE OF 60 POUNDS PER SQUARE INCH WHEN TESTED IN ACCORDANCE WITH AMSI TESTING PROCEDURE. (2) THE MAXIMUM FLOP: FROM A SHOWER HEAD SHALL NOT EXCEED 2.75 GALLONS OF WATER PER MINUTE AT A CONSTANT PRESSURE EQUAL TO 80 POUND PER SQUARE INCH WHEN TESTED IN ACCORDANCE WITH AMSI TESTNG PROCEDURES, A.SSOCIATED3FLUSHE VALVE, IF ANY,E OF SHALL NOTEEXPER EED ANSA'ER UM A E OF OrNELAND T. GAI,! ONuWHFN TESTED IN ACCORDANCE WITH AMSi TESTING PROCESURES. (4) 'iHE MAXIMUM VOLUME OF WATER PER FLUSH FROM A. TOILET SHALL NOT EXCEED AN AVERAGE OF 1.60 GALLON WHEN TESTED IN ACCORDANCE WILEI AMSI TESTING PROCEDURES. (5) THE MAXIMUM VOLUME OF WATER PER FLUSH FROM A WAIT MOUIITFD TOILET THAT EMPLOY A FLUSHOMETER VALVE SHALL NOT EXCEED AN AVERAGE OF 2.00 GALLONS WHEN TESTED IN ACCORDANCE WITH AMS! TESTING PROCEDURES. (6) ALL DRINKING 'HATER FOUNTAIN'S SHALL BE OPERATED BY A SELF CLOS;N^, VALVE. - OUTLOT 322 JOE THOMAS KING (50 o INTEREST) DORIS ANNETTE KING (50% INTEREST) RESIDUE OF CALLED 6.00 ACRES H:C.C.F. NO. N793005 & N793006 9/3/92 REMAINDER t4.720 ACRES FND. Tx DOT CONC. MONU. FND. Tx DOT GONC. I.1Or:U, (CM) \ `v STATE OF TYAS •, CALLED e i 1 1 2d0l' r RES (PROD. Ti80121-95 PAR. -47) H.0 QE- NO. 166,5144 rq � rADDRESS: 1440 SENS RD. LA PORTE, in %75?1 z 10F THOMAS KING (50 1N 71FRFS) DORiS r=NNET TE KiNG 0O % INTEREST) �� _j RESIDUE OF CALLED F 0^ ACRES �''— 6- SAI Vri x H.C.C.F. NO. N793005 & N793006 FND. Tx DOT //` CONC. MONU. / I A POF?TE OU! LO 1 S FND. Tx DOTcork. MONu. VOL. 61, PC. 37A H.C.M.R. REMAHIDER ±'-.720 ACRES GLiTi OT 7')I � JL EXISTING o^_r a-d:. SEWER LINE FND. ix DOT---, CONC 410NU. PRORRPEERY LINE (CA.i) EAST - 438.51' /�T tic 10 - BU- -UNE __p. - - - - - - - - - - - - - - - - - - - - - - - - - - - { 20 I { _ , 19 27 33 I r / 3 I } FETAL SPACE - E { 16 26 32 { 1,360 SF i --- { _ 17 25 31 RETAid. BRACES - R _-----is 24 I— 30 I I 0 two SF i 15 29 I o :rlr,L _ c. sEwrR _ --- - ---+ SLAB LFAVEOUT------� i A(iEi'Aei<SPACE - C 7. 14 22 ( ,emg - 1 --- - -_ - - - 1 LIEIAL SP'ACE - B a 12 I r� 8 O ®D.09 •m i 3,50 SF FETAL A - ALAND AIR 1362 SF 1.4613 ACRE (63,657 SF) 2 II KULWANT SiNGH{ t1 - 7 "k CALLED 2.757 ACRES u{ H.C.C.F. NO_ L1544166 fsErss MAD Faa!a MARE p R_0OR AREA= 5,IOO SF I { {-_ 2 i _:id 1_:..d-. i ,i.P t-.. 1_�- II -1 41 1 40 i 39 3$ 37 39 1 35 i .i=. - ,.. L - :- - J ,. 43 E —_----------,--O'C4YLAN0"vix t— — _ — ❑'6A t - 441 C/L FLOW OF OOtTCH - APPROXIMATE LOCATIO}! 6' WATERLINE — NORTH 'P" STREET (80' R O.W.) (FORMERLY LOMAX RD.) ASPHALT PAVEMENT V — -- T n — (--,------ �a APPROXIMATE LOCATION`. OF 2" GAS LINE AS PER CENTERPO;NT ENERGY SAN. SWR. M.H. TOP=16.61 FA I �e y�F/L 10"(E)=9.67 c ® PPS so ® GAS / ®. METER CLNTFR POINT I GA.r PIPrN.1NE MARKER i w 1 ESL tl v11, -1-,& F'l A lC1 in.ih e i? 1 0 E m 4 0 W � w i ENTRY DRIVEWAY POINT Or \ BEGINNiN( EX tC PAINT STRIPE BURIED IFLEPHfN1E - S.WB MARKER T, VA\VVV .� C®Oif i M H. ®P 1 COPYRIGHT `?ESERVED PP'A Fyn Tx DOT - L CONC. tY10NU. _.-- 1 SAN. SAR..'.i.r,. TOP=20,29 pp� F -i t oh F/L 6 (0)=11.63 , i CONCRETE ASPHALT GAS- / w METER w END. 5/8 > SAN. SWR. M.H. t-- TGP=18.42 FND. 5:R" /' FA 5-(N)=11. 12 z FA 10"(w)=10.61 !.R. a FA 110-(E)=1c.e1 _ z GC SITE FLAN - PLUMBING SCALE: 1"=30'—O" jjjJJJ RE: SURVEY H TOTAL LAND AREA: 2.7574 ACRES (120,113 SO. Ff.) DEVELOPED LAND AREA: 1.2961 ACRE (56,456 SQ. r(.} DE NDc OF TPSrr�MDTION pg.pp e9� � p apt A + ad A, L 9 PORTE OLM-ETS PER 4 iCA 3- 3 33 A 2.757 ACRE TRACT OF LAND OUT OF A 3.03 ACRE TRACT OLiT rIF OUTLQTS 321 AND 322 OF A LA PORTE OUTLUTS ACCORDING TO THE IY1AP OR LA1 RLCORDED iN VOLUME 61, PACE 374 OF THE GEED RFCDRDS OF HARRIS COIil17f, TFXA :AND P'FINC iN! THE ENOCH BRINSON SURVEY, A 5, HARRIS COUNTY, CITY OF LA PORTS, TEXAS i EX03SIT — CHEVRON PROFESSIONAL SE. a............. N3 .•.............K Aq gib•. p• •1a' � �� 81393 , DRAWINGS ISSUED FOR: 10-0J10 Qa ii OWNER APPROVAL 10-09-06 _PROGRESS PRINT 10-19-06 PROGRESS PRINT_' 11-03-06 PROGRESS PRINT 11-15-06 PROGRESS PRINT 11-20-06 PROGRESS PRINT 12-01-06 I PROGRESS PRINT 12-07-06 PROGRESS PRINT 05-09-07 i PROGRESS PRINT FINAL PRINT SCOPE OF THE DOCUMENT Thin drawing na1 n+es the grneroi scope of the project in terms of architecture[ design concept. the d r e s:cns of the building, the ma}ar architectural elements and the type ofstructure). mechen;cal electrical systems. As scope documents, the d-awinge do net neconsonly indicate or describe all work required, for full per- formance and completion of the re- quiromonts of the Contract Documents. On the baste of the general scope in- dicated or described, Ina contractor shai' furnish all items required for the proper execu n oncompletion of tho .pork. Tho e d ar+ng -ry ll not be sea to cons tn. Ction nal"AS DATED and noted oe ISSUED i OR CO JS RUCTION WORK Themf_rnotiandetails end drowings shown by this dontmn c- not te r ,.c_jced, cepisd or phot000pled in o simaor monnm without the r�iresaad ., ton congpnt ron. tho owner INTERPLAN ARCHITECTS INC. REVISIONS NO DATE DESrRIPTION _ 1 111-28-06 i BY OWNER 2 172-04- )C CITY OF LA PORTE 3 05-09-07 CTY OF LA PORTS DRAWN BY: CHECKED BY: DATE SHEET TITLE FLi'�"s E PLAN ORAw1NG Ht;MaERPol SHEET ND.