Loading...
HomeMy WebLinkAboutDNV PETROLEUM SERVICES, INC. SITE PLANLANDSCAPE LEGEND: NERIUM OLEANDER A E] GRASS AREA LIVE OAK TREE ALL LANDSCAPE IS EXISTING. rT3:I_��I:ti1:QQ lFi3GL 318 NORTH ILTH STREET; LEGAL DESCRIPTION: LOTS I THRU 8, AND 1/2 OF EAST ALLEY, BLOCK 481, TOWN OF LA PORTE AS RECORDED IN VOL. 1, PG. 33, H.C.M.R. IN THE ENOCH BRINSON SURVEY, A-5, CITY OF LA PORTE, HARRIS COUNTY, TEXAS. SURVEY: ACCORDING TO FLOOD INSURANCE RATE MAP 48201CO945J DATED 11-6-96 THE TRACT HEREBY SURVEYED LIES WITHIN ZONE "AE t X-GRAY" AND IS PARTLY IN THE 100 YEAR FLOOD PLAIN. THIS STATEMENT IS BASED ON SCALING THE LOCATION OF SAID SURVEY ON THE ABOVE REFERENCED MAP AND IS FOR INSURANCE RATES ONLY AND NOT INTENDED TO IDENTIFY SPECIFIC FLOODING CONDITIONS B.F. ELEV. = 20.0' 402 NORTH ILTH STREET; LEGAL DESCRIPTION: SURVEY OF LOTS 13 THRU 20 OF BLOCK 652, MAP OF LA PORTE RECORDED IN VOL, 58, PG. 462. H.C.D.R. JOHNSON HUNTER SURVEY A-35 LA PORTE. HARRIS COUNTY, TEXAS. NOTES. THIS TRACT SUBJECT TO THE CITY OF LA PORTE ORDINANCES. THIS TRACT LIES IN ZONE "AE" AS SHOWN ON FEMA FLOOD INSURANCE PURPOSES ONLY AND DOES NOT ATTEMPT TO IDENTIFY SPECIFIC FLOOD HAZARDS. B.F. ELEV. = 20.5' FLOOD INSURANCE RATE MAP (FIRM) NO. 4820lCO945J REVISED NOV. 6, 1996. THIS STATEMENT BE USED FOR SITE PLAN ACCURACY CERTIFICATE 1, H. CARLOS SMITH , AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING (OR SURVEYING) AND HEREBY CERTIFY THAT ABOVE PLAT OR SITE PLAN IS TRUE AND CORRECT) AND THAT ALL BEARINGS, DISTANCES, ANGLES, CURVE. RADIUSES, AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE PLAT. SIGNATURE PRINT NAME H. CARLOS SMITH TEXAS REGISTRATION NO. 1228 SURVEYOR'S SEAL t SIGNATURE CITY APPROVING AUTHORITY CERTIFICATE THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF DNV PETROLEUM SERVICES, INC. IN CONFORMANCE WITH THE ORDINANCES OF THE CITY OF PO • BY: DIRECTOR, P ANIN DEPARTMENT'® j�� i 4 1 U O N EME{ST. LINK_ GATE R I5TH STREET (UNIMPROVED 60' R.O.W.) «•Ilkd!mrvT•JC•T•Ji GREEN AREA - - - - - - - : LOT 13 THRU 20 OF BLOCK 652 MAP OF LA PORTE •: '- VOL SB PG. �82, H.GO.R. :•: JdiNSOfJ HUNTER SURVEY A-35• :• LA PORTS, HARRIS COUNTY, TEXAS •:• DEVELOPMENT OF REMAINDER OF THIS SITE REOUIRES A REVIEW BY HARRIS COUNTY • .. , :- ENGINEERING DEPARTMENT : 40'-O' 10 1 13 DO�LLARD TV EJ. ♦i 12 WAREH UBE METAL BUILDING blO F.F.E.- 20.5' - ► O NOTE: BUILDING IS FULLY SPRINKLERED �144,,PP��RR11�� CONM E�. SAD —i✓EI 4MW m iocAnoN Ba BB)ss= 5 I STING 8• WATER MAIN RCP RHO'-0' R10'-D' 402 NORTH 16TH STREET SOUTH 60.00' 3q DNV y'ACANT WEST I TYLER (UNIMPROVED 60' R.O.WJ ABANDONF'D AS PER ORDINANCE 11q ]ODl - 29.13 APPROVED BY THE CITY COUNCIL OP LA PORTE OM MARCH MU% 2001 i E O EX19T. ) 1 1 I (POLE I I I I EXIST.IC CHAIN LINK FIR o NEW LOCH _ FORTREOSl i I 1 GERASVE 4-- I DRNE� 1 t w I'i Uf I ze I w' I I = I I ( DfaRRAyEVEL N <e I I U� I.. I LU I nl 1 0 i W i MOST. O' ♦ i o SO IO ) o i ) C 1`VIIIIIillllll Ley ■ `'.:� - EXIST_C CHAIN LINK FENCE TO r W W De HWY 146 U) Z s N IITH STREET m DNV SITE DEVELOPMENT tn 14 TH STREET O m B = a m LU F U Z tD w w °- EB N NORTH 23 RD. STREET VICINITY" NO SCALE D N V PETROLEtril&,iL EAST RESIDENT: ROSENBAUM INVESTMENTS, INC. CF R104013 H.C.O.P.R.O.R.P. CENTRIFUGE REPAIR t ENGINEERING, LTD. « « EXISTING STABILIZED BABE ' NORTH 1 O N RTH 60.00'1 ` :; '.LOCA . . P'EMD&N RMOVE OTHER �ti LA 9GPe O NAM s—_ _ _ _ • oL E%IST_OPEN DITCH ) •' to•-K•:-0. DRIVEWAY WIDiN S7. B' —� - �- » -- •• -- » — »-- » » DRNEWA EXISTING '-0 '- " ..9?(PA NEW 101 CONCRETE DRIVEWAY R lvd*oo�+ i D N V ONE STORY OFFICE ETAL BUILDING x F.F.E.- 19.85' u Bf11LDING t Bull SETBAGK9 ARE PRE-EXISTING NCONFORMING USE m' f- LU OTE: O Ill. DIN IS FULL SPRINKLERED a O� E OF L' /OOFOVERHANG S co © O I n O O O 10 11 12 13 14 « 20' FRONT 4 ETBACK ems'-ifa'�" .+w•-'�"ig•r���•- -... T, .�.- � i 4 i EXPANSION & SIDEWALK m SIB NORTH 16 TH STREET (60' R.O.W.) CONCRETE SURFACE RE: AI.0 160• R.O.WJ CONCRETE SURFACE STING 10- SANITARY BEII R ; 8 88 88 66 8B 88 88 BB 88 88 88 88 68 88 86 88 88 86 88 88 BB BB 88 88 BB SITE PLAN DEVELOPMENT SCALE: I" = 20' SERVICES U7(L Za� wp Fd� waQ z>-w_j Q Z= a1 n - wZ am LLw SzvO'W =UU))azL7 co neU UW OWNER: D N V PETROLEUM LA PORTE 318 NORTH 16TH STREET LA PORTE, TEXAS 77571 281-470-1030 ARCHITECTS: TIM BROADHEAD / 1405 THIRD STREET SEABROOK, TX 775E 281-291-7202 U z v5 w U S �cf) w� w 00 00 wL O ozCN 05000 INC. lU �n z P S cd „ I— ui Q Lu S 0 Do 0 o O m N J_ z 0 � � Ir) R M E EXIST. DITCH 000 ll 0 24 IRADE BEAM T i a0 EXIST. D N V BUILDING EXIST. 4' GATE POLE TO BE RELOCATED 318 NORTH 16 TH STREET (60' R.O.W.) CONCRETE SURFACE NEW DRIVEWAY & SIDEWALK PLAN 2-u5'S 9 THIRD POINTS SGALE:1/4" =1'-0" FILL JOINT WITH APPROVED W/43 STIRRUPS 9 12- O.C. JOINT SEALANT (TYP.) AT u5 DOWELS ALL JOINTS IBis-F ' O.C. EASE EDGES 43'5 • 12' O.C. BOTH 3/4" REDWOOD DIRECTIONS STRIP EXIST. _- __ -- 0 -- PAVING m - ' 51- '- '•I EASE EDGES FILL JOINT WITH APPROVED3' SMOOTH BROOM JOINT PRIMER t SEALANT - TROWELED -P4 FINISHED �IIij I —II 1�=(j=IIII=�11 III • 1 'Ii TYP. ALL JOINTS, 15' O.C. -II=1 L��f-_1i=EDGE 2•BASE MAXFli BROOM FINISHED =1-==u4S 12O.C. I11=a 6 MIL POLY W.P.I_—III INAM"I hIMEMBRANE a o 024 3" SMOOTH o )i T=1 -11=I- I Ij—IIli=1111�1111- \ �{ — \' Ili=`1(=T17"�1= 1.=III:. {I_ IN -COMPACTED SELECT I� b�� I� F' �l M N 10 k TROWELED =IIII-I I I i-1111�1111-IIII-IIII-IIII lil III-i�_I=fir=--FILL AND 1/2" CHAMFED SAWN OR PERFORMED EDGE=I 1=i1 :- EXP. JT. 11'I��I=T�1)=I = =I 1=1I ;-I=1�SUBGRADE_ PREPARED BASE °BAR-LOC LOAD • EDGES C.J. 95'-00 a 20'-0' COMPACTED IIII-1�-1 i-l=1�==I i=a �Ilil 1':IL=IIII. III TRANSFER UNIT OR EQUAL SUBGRADE • 2'-0" O.C. 01 SIDEWALK PLAN 02 SIDEWALK 03 PERIMETER BEAMS 04 E J. EXPANSION JOINT SCALE:1/4" =1'-0" SCALE:11/2" = P-0" SCALE: 3/4" = F-0" NOT TO SCALE z 100.0 U L° � u1 F X z X I- p r pU i U� N ' O Q- Z O AA O Qk < In w a- w Lo r >r- � X F- < F- w O O 0 CL v/ w w Lu LOU oc OL O to Q E3 w F- uj (L .Z } w�•. �'yy.. �•' Yrt rR 4't�}Ni z O REVISIONS BY I AS PER CITY COMMENTS T B A O4-17-08 DRAWN : CHECKED: J E K TB DATE: 04-04-08 SCALE: AS SHOWN JOB NO.: 0424 SHEET ALO OF SITE