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Home My WebLink AboutPORT CROSSING BUILDING A-4 SITE PLANOWNER'S CERTIFICATE REVIS DNS ,...,_.__...--- MARK DATE '.. ESCRIPTION BY 9 'I r m z z N � w m Q.� z - � 3 • a w a 0 m W a o E m + a � U) M <A (O L) M a 00 U cn CD 0 co CO N I rn 3 d Q 2 U 0 z Q v> w H 0 z U N O z U) PO O I 0 0 0 / I V / V / U w J L� WE, PORT CROSSING LAND. L.P. C/O ML REALTY PARTNERS. LLC, AS OWNERS OF THE 11.38 ACRE TRACT DESCRIBED IN THE ABOVE AND FOREGOING SITE PLAN OF BUILDING A-4 DO HEREBY ESTABLISH SAID DEVELOPMENT OF SAID PROPERTY ACCORDING TO ALL LINES, DEDICATIONS, RESTRICTIONS AND NOTATIONS ON SAID SITE PLAN. WE FURTHER CERTIFY THAT ALL IMPROVEMENTS SHOWN ON SAID SITE PLAN SHALL BE CONSTRUCTED IN THE LOCATIONS SHOWN. FURTHER, OWNERS AGREE THAT THOSE STREETS AND UTILITIES LOCATED WITHIN THE BOUNDARIES OF THIS SITE PLAN SPECIFICALLY NOTED AS PRIVATE, SHALL BE MAINTAINED AS PRIVATE STREETS AND UTILITIES BY THE OWNERS, HEIR, SUCCESSORS AND ASSIGNS AND FURTHER, THAT SAID PRIVATE STREETS SHALL ALWAYS BE AVAILABLE FOR THE GENERAL USE OF THE PUBLIC FOR FIREMEN, FIREFIGHTING EQUIPMENT POLICE AND OTHER EMERGENCY VEHICLES OF WHATEVER NATURE AT ALL TIMES. ACKNOWLEDGEMENT EXECU11ON IN TESTIMONY WHEREOF, PORT CROSSING LAND, LP HAS CAUSED THESE PRESENTS TO BE SIGNED BY MARK STUDTM6NN• ITS VICE PRESIDENT, THERETO AUTHORIZED, ATTESTED BY ITS VICE PRESIDENT, RUSSELL PLANK. THIS .DAY OF G�-Eober 2006. BY- ATTEST- �<t C, 7! �/ N CITY APPROVING AUTHORITY CERTIFICATE THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF PO RI CaoS55LNj2 acne,. a-4 — IN CONFORMANCE WITH THE ORDINANCES OF THE CITY OF LA PORTE. BY - SITE PLAN ACCURACY CERTIFICATE 1, DONALD S. PEEBLES, AM .REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE PROFESSION OF SURVEYING AND HEREBY CERTIFY THAT THE ABOVE PLAT IS TRUE AND CORRECT; AND THAT ALL BEARINGS, DISTANCES, ANGLES, CURVE RADIUSES, AND CENTRAL ANGLES ARE ACCURATELY WN ON THSPL DONALD S. PEEBLES RPLS 2437 A METES AND BOUNDS description of a certain 11.38 acre tract in the W.P. Harris Survey, Abstract No. 30, and the J. Hunter Survey, Abstract No. 35 in Harris County, Texas; being a portion of a called 13.3831 acre tract (Tract 1) acre tract described in General Warranty Deed recorded in Clerk's File No. Z027789 of the Harris County Official Public Records of Real Property, a portion of a called 0.2468 acre tract described in Special Warranty Deed recorded in Clerk's File No. Z040699 of the Harris County Official Public Records of Real Property, and a portion of a called 22.6541 acre tract described in Special Warranty Deed recorded in Clerk's File No. Z0440695 of the Harris County Official Public Records of Real Property; said 11.38 acre tract being more particularly described as follows with all bearings being based on the Texas State Plane Coordinate System, South Central Zone, NAD 83; COMMENCING at a found PK Nail marking the southwest corner of the said 22.6541 acre tract, being in the west right—of—way of Powell Road, from which a found 5/8—inch iron rod (with cap stamped "1445") bears South 88'47'08 " West, 295.67 feet; THENCE, North 03'00'40" West, 1198.99 feet along the east line of the said 22.6541 acre tract, being common with the west right—of—way of said Powell Road, to the POINT OF BEGINNING of the herein described 11.38 acre tract; THENCE, South 8659'22" West, 500.00 feet to a point for corner; THENCE, North 03'00'40" West, 991.00 feet to the southwest corner of Restricted Reserve "A" of Proposed Port Crossing Section 1; THENCE, North 86'56'24" East, 500.00 feet along the south line of said Restricted Reserve "A" to a point for corner in the west right—of—way of aforementioned Powell Road, from which a found 1/2—inch iron rod bears North 03'00'40" West, 1815.58 feet; THENCE, South 03'00'40" East, 991.43 feet along the west right—of—way of said Powell Road to the POINT OF BEGINNING, CONTAINING 11.38 acres of land in Harris County, Texas DESIGN C iTE DRAWN C %TE CHECKED f 1TE APPROVED f \TE SEAL AREA /IA.L AREA r G, PEE OF TFt9S eee S �E OF TF r*: � ': JASON ECKERT i DONALD S. PEEHLE / 94993 38946�� e1�0,�''•! gyp' <c./��0 ..� . ,p i lee FS•., CENS•',:G`� �1 FFCESTER 0... GOLDSTON ENG INEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSIN(LAND, L.P. PORT CROSSING BUILDING 7 A-4 LA PORTE, TEXAS MISC. NOTES & VICINITY MAP PROD. N0. A0601 9-03 SCALE 2 SOFT 3 REV sHOH A DRWG. N0. ! LL G 0 O � v rnCO 0U D tf 0 OD (•M L'7 REVISI NS MARK DATE G SCRIPTION BY LANDSCAPE ANALYSIS FORM A 9-18-06 ISSUE ) FOR REVIEW CJE Area of property (A) 495,500 sf 0 10-16-06 ISSUE[ FOR APPROVAL CJE Building pad area (8) - 247,450 sf A - B = (C) 248,050 sf net developed area Landscaping area required 14,883 sf (C X 6%) Landscaping area providedl 87,079 sf GENERAL NOTES 1. ALL PLANTS SHALL BE FI, LL POT AND HEAD, SYMMETRICAL FOLIAGE AN i BRANCHING STRUCTURE. I2. LANDSCAPE CONTRACTOR SHALL LOCATE ALL z UNDERGROUND UTILITIES PRIOR TO EXCAVATION -- I OR TRENCHING. LANDSCA1 E CONTRACTOR SHALL I DO BE RESPONSIBLE FOR RE )AIRING OR REPLACING U_ I ANY DAMAGE TO UTILITIES OR OTHER I w IMPROVEMENTS. w I 3. GRADE SURFACE TO ENSL RE AREAS DRAIN PROPERTY AWAY FROM STRUCTURE`. AND TO PREVENT FF- 18.80 LINE ( PONDING AND POCKETS C F SURFACE DRAINAGE SPREAD AND AVERAGE OF 1" SHARP SAND - PROPOSED BUILDING ' OVER ENTIRE AREA TO BE SOLID SODDED. HAND RAKE ENN 0 • A4 OWNER'STIRE REPRESENTATI EAREA PRIO S TO PPROVIAL OFBTAIN 247 450 S.F. GRADE PRIOR TO SODDINI 11.3751 AC. (495,499.9823 S.F.) 4. ALLOW FOR FINISHED GR/ )E AT EDGE OF z I ( WALKS' AND CURBS TO IE A MINIMUM OF 1 " L6 TO 1 1/2" BELOW TOP (F SIDEWALK AND o. ' ' I CURBS AREAS SO GRASS WILL NOT HOLD WATER ON WALK AND SH, ILL BE CONSISTENT z z I ALONG EDGE. oI 5. LANDSCAPE CONTRACTOR FO COORDINATE AND ESCHEDULE I CONTRACTORS, WOR�RNGNC N TOHTE E PROJECT SITE. I6. IRRIGATION SPRINKLER @ ALL LANDSCAPING. _ I EDGE OF BUILDING n non IRRIGATION ��l :TE1 ® �® 1-1" CORPORATION STOP on? V 1-1" METER ®� 1-1" BACKFLOW PREVENTER I 1-1" PLUG ( ' PARKING NOTES: I 1. ALL AUTO PARKING TO BE 10'Wx18'L (MINIMUM). 38 AUTO PRAKING SPOTS. 2. ALL ADA PARKING TO BE 14'Wx20'L (MINIMUM). 4 ADA PARKING SPOTS. MESTIC DESIGN D. TE 2 SCH 40 PVC IRRIGATION LINE , TY SPRINKLER HEADP X TER LI �E DRAWN D. iE w CHECKED D TE z APPROVED D TE AI a � �� I ( or SEAL AREA S 4L AREA :0m � o 2�j r Z Q c a -1d91Ib1 AMID, AM, AM AIIIIIIIII - - - AM 4 -aft- -db - m v - - - - - - - - - - - - - - - - O E L S L S —L— �— — —L �— — — —L 7— — —L — �` — — — — — — — — m PLANTING DETAIL "D 1 " PLANT SCHEDULE SYMBOL QTY, COMMON NAME SIZE _ EXISTING TREES TO REMAIN _ LIVE OAK 2' CAL. (MINIMUM) _ LAGUSTRUM JAPONICUM 5 GAL. O_ Knock Out Rose 5 GAL 0 _ Nandina 'DoMestica' 5 GAL _ Moss Rock Boulder 3'-5' _ Japaneese Blk Pine 30 GAL. A SPRINKLER HEAD - FULL 360 DEGREE VATH 12'-D' RADIUS SCH 40 PVC IRRIGATIONSLEEVES. r LOCATIONS O. ALL SLEEVES ON PLAN. COPPER NIPPLE OR PVC SM 40. 90' ELBOW COPPER NIPPLE OR PVC SCK 4(L SMREQUIRED) OR PVC SCH 40. . FINISH GRADE 11=I�=I► 1=II-1I-1�=II==1�-II=II- BACKFLOW PREVENTER r RREr AND OUTLET SQUIRED) FROM SOURCE d1&"m AIRCRAFT CORD, GUY WIRES 1/8' DIA., 7X7 STRAND w7 HOSE (BLACK) 1 1/2' DIA. GRADE I I MULCH J (L I�6' SOIL SAUCE ,�-� SHRUB PLANTING jFBACKFILL -L N.T.S. ' (2) 2X2XB' LG. WOLMANIZED PINE STAKES, DRIVE STAKES MIN. 3' INTO GROUND, STAKES SHALL BE PARALLEL AND VERTICAL, TOP OF STAKES SHALL BE EVEN. TREE 'PLANTING G N.T.S. MULCH GOLDSTON ENG NEERING INC. CORPUS CHRISTI HOUSTON iCKFILL PORT CROSSING LAND, L.P. PORT CRDSSING BUILDING A-4 LA PORTE, ;TEXAS LANDSCAFE PLAN PROD. No. A06019-03 SCALE 3 SHEET REV. of 3 O SHOW u DRWG. N0.