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Home My WebLink AboutDURCO, LTD. SITE PLAN (4)5COPE O, DOCUMENTS-. THESE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, THE DIMENSIONS OF THE BUILDING, THE ARCHITECTURAL ELEMENTS - AND THE TYPE OF STRUCTURE, MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS. AS SCOPE DOCUMENTS THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR 'FULL PERFORMANCE AND COMPLETION OF THE (REQUIREMENTS OF THE CONTRACT DOCUMENTS. ON THE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION UNLE55 "DATED°. w w w w w w w w a to 3 WEST 'A' STREET { N 86°57'40" E-266.00' 5 86°54'21 • ..-.. yr 3 32 o� Y C IL 0 X OT Y LOT 31 U g LOT 3 30 LOT W , . E;.2 IXcuAA,NCY. 'T r • '� 127"-01 �.-Oe�-C� $000 5�_ FT _z ELEVE LOT 4 a LOT 2q vs 3 -- . w 0 c _ I ' IN' c �- o _ u $ N NON -RATED •0 of o EXISTING LANDSCAPING N Wllq' ACCESSIBLE PARKING 0 WITH 'x Iq' ACCESSIBLE AISLE ON O 4M AND LEVEL SURFACE • LOT 26 NOTE NO ADDITIONAL ON -SITE WATER C} / AND SANITARY SEWER PROPOSED _ LOT 25 � L O g 0 7, L q LOT 24 o V n •�1 w� 0 >t = v L< 10 �' LOT 23 a w w • 0 4f1 V _ LOT 22 3 • Q , EXISTING CONCRETE PAVING -- ALL DRAINAGE EXIli ING T 12 4 LOT 21 a pC �, a FIRE HYDRANT LOT 20 GENERAL C t:`tJSTRtJCiIGN N_QTP!a. 51`iE LAYOUT U7 hI TE`, a 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE INTERNATIONAL BUILDING CODE (I,C.C:.), I. THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES ARE SHOWN LATEST EDITION AS ADOPTED BY THE CITY OF LAPORTE. IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL _ K DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND 2. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR FIELD VERIFY TOPOGRAPHIC INFORMATION BEFORE COMMENCING WORK. (G.C.) SHALL MAKE CERTAIN THAT ALLREOUIRED PERMITS AND AT LEAST 48 HOURS PRIOR TO COMMENCING ANY EXCAVATION, APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR CONTACT FABRICATION SHALL BEGIN UNTIL THE GENERAL CONTRACTOR HAS (OUTSIDE HOUSTON) AND TEXAS ONE CALL SYSTEM AT 1-800-245-4545, RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. DAMAGE CAUSED BY His FAILURE TO EXACTLY LOCATE AND MAINTAIN THESE UNDERGROUND UTILITIES. SITE 3. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR W. OAMOM cu4 AND SUB -CONTRACTORS SHALL REVIEW AND UNDERSTAND THESE 2. BUILDING CONSTRUCTED WITHIN THE DESIGNATED 100 YEAR FLOOD PLAIN PLANS, VERIFY ALL DIMENSION AND SITE CONDITIONS, AND SHALL PER F.E.M.A. FLOOD INSURANCE RATE MAPS SHALL BE SET AT OR NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR ABOVE PER LOCAL ORDINANCE THE 100 YEAR FLOOD PLAIN ruin MW DIFFERENCES FROM THE INTENT OF THESE DRAWINGS. ELEVATION; 4. CONTRACTOR SHALL COMPLY WITH LATEST 05HA AND STATE OF 3. A REGISTERED SURVEYOR OR A PROFESSIONAL ENGINEER SHALL BE i TEXAS REQUIREMENTS FOR EXCAVATION, TRENCHING AND SHORING. RESPONSIBLE FOR ALL LAYOUT AND GRADING, STAKES. y 5. ANY DAMAGE TO EXISTING SITE IMPROVEMENTS OR SURROUNDING IMPROVEMENT, PUBLIC OR PRIVATE, BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. (o. DO NOT SCALE THESE DRAWINGS, CALLED DIMENSIONS TAKE PRECEDENCE OVER SCALE. vicinity map �. key asap no. 580-A w -- w w w -- w w w w EXISTING 120 WATER LINE •L T 14Q - ILOT Iq' o � L LOT t3 L VIP 0,,00000oo 0 00 0 0OLE . - 0/1` s Bb°57'4O" w-266.SE o/� 9�g2110o -6o.t� EXISTING DRIVEWAY /---•--IDCISTtNti 12" SEWER LINE S S // S S S • • ••r/r••IOII�Y� • • • �I�Ii1�R • • • I T P N LOT 8 LOT 10 LOT- 11 ^— LOT 19 I LOT 14 LOT IS WEST B STREET (80' wA) S S c LOT 25 ®o d LOT 24 �d � w . v LOT 22 • L 21 EXISTING CATCH BASIN (TYP) . i . LOT 20 i [LOT B LOT I& I 5 86°54'28" W-266.00' 0/E O/E 0/E EXISTING NATURAL LANDSCAPING AND VEGETATION S S S S S • aso..ngsomi� • 020MRIM wrr • 4NDr6r..w.M.0 rarer • 41MwOMMLOMr • Immommommumr • mm II � r-6100D HAZARD _BOUNDARY: T14I5 TRACT LIES WITHIN ZONE "AE" OR AN AREA OF MINIMAL FLIOODING. THIS STATEMENT 15 BASED ON SCALING THE LOCATION ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY FUDOD INSURANCE RATE MAP (F.I.R.M.) FOR HARRIS COUNTY PANEL NUMBER 4854870g45 L; DATED: JUNE 16, 2007 BASE FLOOD ELEVATION 17.00 LEGAL DE5CRIPTIGI`I: A TRACT OF LAND CONTAINING 5.112 ACRES (222,700 50. FT.) BEING LOTS 1-28 INCLUSIVE IN BLOCK 754, ALL OF BLOCK 753 AND THE CLOSED R.O.W. OF 15TH STREET OF THE TOWN OF LA PORTE, LA PORTE HARRIS CO. TEXAS A HCAD # 024-Oq7-053-0001,024-Oq7-053-0002,024-097-053-0003 02.4-Oq7-053-0004,024-Oq7-053-0005,024-Oq7-054-0010, 02,4-Oq7-054-0011, 024-Oq7-054-0012 GEENERAL SITE _NOTES 1. THIS PLAN WAS PREPARED IN PART BASED ON A BOUNDARY SURVEY DATED: JUNE 23, 2013, PREPARED BY JAMES R. McCLELLAN, REGISTERED PUBLIC SURVEYOR NO. 4g80, BAYTOWN TEXAS 2. EX15TING FIRE HYDRANT LOCATED 180 SW FROM THE 5W CORNER OF THE EXISTING BUILDING 3 IN THE R.O.W. OF 16TH STREET Gg:NERAL CONlRACT0R Jrl MURPHY BUILDERS 3601 SALVADOR PAASADENA, TX 77504 ZQNED GE:RNERAL COMMERCIAL (GC) QJAINER DURCO LTD 2215 SOUTH 16TH STREET LA PORTE TX 77571 EAERKING ANALYSIS BUILDING #1 1016W SQ.FT. FLOOR AREA (EXISTING) 4(MIN) + I PER 300 SQ.FT. (10,600) ® 38 BUILDING #2 igT6 50. FT FLOOR AREA OFFICE (EXISTING) 4000 50. FT. FLOOR AREA WAREHOUSE (EXISTING) 3000 50. FT. FLOOR AREA WAREHOUSE (NEW) 4 (MIN) + i PER 3 NON OFFICE EMPLOYEES (24) = 12 BUILDING #3 1,460 5Q. FT. OFFICE (EXISTING) 511550 50. FT. WAREHOUSE (EXISTING) 4 (MIN) + I PER 3 NON- OFFICE EMPLOYEES (7) =7 BUILDING #4 3700 50. FT. WAREHOUSE (EXISTING) 4 (MIN) + i PER 3 NON- OFFICE EMPLOYEES (7) -7 TOTAL REQUIRED PARKING SPACES 64 INC 3 ACCESSIBLE SPACES TOTAL EXISTING PARKING SPACES ffi 741 INC 4 ACCESSIBLE SPACES THIS 15 TO CERTIFY- THAT THE CITY OF LA PORTE TEXAS HAS APPROVED TH15 SITE DEVELOPMENT OF THE PROPOSED MINOR DEVELOPMENT SITE PLAN FOR DURCC), LTD BUILDING TWO „ADDITION IN CONFORMANCE WITH THE LAW OF THE STATE OF TEXAS AND THE ORDINANCES OF THE CITY OF LA PORTE ATTEST: BY: .a._ BY: LA ORT CITY ENGWEERI,t DIREC OR, LA POR E- ./ PLANNING DEPARTMENT PLAT ACCl1JRACY CERTI ICATE i, ESHRA VATANI, AM REG15TERED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE PROFE55IONAL ENGINEERING AND HEREBY CERTIFY THAT THE ANGLEES, CURVED RADIUSES AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON PLAT ESHRA VATANI, P.E. TEXAS REGISTRATION NO. 01414 VATANI CONSULTING ENGINEERS, PLLC,HO,k'r ai F-4266........>.. ..., 4 691,94 «, revisions ?G SEPT. 2013 m « S VA 6i -At. ;o C X24 No��s�.�MONoii d LOWq'�� bi r M ti Y1 1, b va Nq C O Q��QyO Q G 5 OM �zuu ga�yv�'0 v HHuhoq�O 40.•F4 4VL4h4C V n i w do Am r project C13015 d a t e OA SEPT. 2013 d r a w n FRANK sheet no awl of 1 SCALE: 1"= 30' --0" 3- to2 aoo