Loading...
HomeMy WebLinkAboutLOMAX ELEMENTARY SCHOOL SITE PLAN0,704 N 1 LOMAX ELEMENTARY SCHOOL - PARTIAL SITE PLAN - PROPOSED PARKING LOT SCALE: 1"=20'-O" NOTE 1: CONTRACTOR SHALL HIRE A LICENSED STRUCTURAL ENGINEER WITHIN THE STATE OF TEXAS TO DESIGN THE PROPOSED POLE BASES. POLE BASES SHALL BE ENGINEERED TO MEET THE REQUIREMENTS/SIZE OF THE PROPOSED LIGHT POLE. CONTRACTOR TO INSTALL PER ENGINEER'S DEISIGN. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR FINAL REVIEW. REFER TO ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. I ii ITOP OF GRADE / PAVING rI =I= 13 tI— —1- V —11T I ( 1. — — I I 11fills NOTE NOTE 1 I! 3 TYPICAL CONCRETE LIGHT POLE DETAIL SCALE: 1/2"=l'-O" «>Mff I= PROPOSED PARKING LOT , '3E I' gg E)aSTING ASPHALT DRIVE i EX MTL. BLDG. �I N 4 ALTERNATE BID - IRRIGATION PLAN SCALE: 1"=80'-O" = EXTENTS OF IRRIGATION NOTE- 7HE PLAN ABOVE REPRESENTS ALL AREAS TO RECIEVE IRRIGATION. REFER TO SPEC SECT70N 32 8000 FOR RELATED REQUIREMENTS FOR PRODUCTS, DESIGN, & DELIVERY, ALL IRRIGATION SHALL COMPLY WITH THE CITY PLUMBING AND ELEC7RICAL CODES CONTRACTOR TO CONNECT IRRIGA7701V LINE TO EXIS77NG METERED SITE DOMES77C WATER LINE. LAPORTE OUTLOT 1142J EXISTING ASPHALT DRIVE ACCESSIBLE PARKING SPACES EXISTING SPACES ..........................70 NEW SPACES.................................29 DOTING HANDICAP SPACES .......3 NEW HANDICAP SPACES...............2 TOTAL PARKING IN LOT .......... 99 MIN. ACCESSIBLE SPACES REQUIRED = 4 (FOR 76 -100 SPACES) TOTAL ACCESSIBLE SPACES PROVIDED = 5 REFERENCE TAS 4.1.2 TABLE 2 N86°50'36"E 726.16' PROPERTYLINE 20'REARSETBACK ---L------L---------� --------- -- -- — --------------I, II II �I I I D101 P I I j PROPOSED PARKING LO I tt I, cc Mn II a I i T ASPHALT DRIVE .v I r EXISTING - I v � -.:-............::::::_:::: ::::::::::::::::::::::::::::: ::� ----- m, I I MTL. BLDG. i i 11 I e :..... V 1 EXISTING PLAY AREA W/ WALKING TRACK I , ICI IWLU ml \ I Z _� II �I EXISTING LOMAX I �) ELEMENTARY SCHOOOL \\CLI a 9801 NORTH AVE. L ST. EX. PARENT DROP OFF\\ I a I �I LA PORTE, TX 77571 r...-"— ... .... ._.. I ICI MAIN ENT I it , r j I I i ._ui I i 'i Ii E _.............— • EXIST ING CONCPARKINGLOT (70 SPACES) i I , ff I I 30' FRONT SETBACK I — — — — — — — — — — — — — — — — — — — — PROPERTY LINE 9s I Ly_ -�'_ p--- ---•-- ----- --------- ?------ 9 0 NORTH AVE. L ST. o CITY OF LA PORTE - SITE PLAN REVIEW CITYAPPROVING AUTHORITY CERTIFICATE THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF THE LOMAX ELEMENTARY SCHOOL — PARKING LOT IMPROVEMENTS IN CONFORMANCE WITH THE ORDI CES OF THE CITY OF LA PORTE. DIRECTOR 6F PLANNING SITE PLAN ACCURACY CERTIFICATE 1, William Wilkinson. am licensed 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. D— -- William Davis Wilkinson Texas License No. 85626 LANDSCAPING REQUIREMENTS 11,100 SF. (Developed Site) - 0 SF (Rooted Over Improvements)=11,100 S TOTAL LANDSCAPING REQUIRED: 10,768 SF x 6% it 646 SF TOTAL LANDSCAPING PROVIDED = 670 SF NOTE: THE EXISTING SITE LOCATED AT 9801 NORTH AVE. L ST. HAS AN EXISTING ASPHALT PARKING LOT THAT IS TO BE REMOVED AND REPLACED WITH THE PARKING LOT SHOWN ON 1/AC.01 B. THE PROPOSED LANDSCAPING PLAN PROVIDES NEW BERMUDA SOD SURROUNDING THE NEW PROPOSED LOT WITH DROUGHT TOLERANT/ LOW MAINTENANCE ISLAND GROUND COVER. THIS SCHOOL CURRENTLY HAS NO IRRIGATION ON SITE. UNDER THE BASE BID PROPOSAL, NO IRRIGATION IS PROPOSED FOR THIS DEVELOPMENT. CONTRACTOR TO MAINTAIN LANDSCAPING UNTI SOD AND PLANTS ARE WELL ESTABLISHED. 2 LOMAX ELEMENTARY SCHOOL - ORIENATION SITE PLAN SCALE: 1"=80'-0" FLOOD STATEMENT THIS TRACT IS IN ZONE 'X' AND NOT WITHIN THE 100 YR FLOOD PLAIN ACCORDING TO THE FEMA MAP# 48201CO940L REVISED ✓UNE 20OZ LANDSCAPING LEGEND TREES COMMON NAME QUANTITY © Lj CM LIRIOPE MUSCARI (MATURE HEIGHT 12"-15" IN 2" DEEP BARK MULCH) BERMUDA GRASS SOD (REFER TO PLAN FOR EST. SQ. R CRAPE MYRTLE 30 GAL. MULTI TRUNK 8'-9' HEIGHT 4'-5' MIN. SPREAD 1 147 NA Q4 N N VICINITY MAP SITE INFORMATION ADDRESS: 9801 NORTH AVENUE L ST. ZONING: LARGE LOT DISTRICT LEGAL DESCRIPTION: OUTLOTS NUMBER 422 AND 423 LA PORTE, HARRIS COUNTY, TEXAS DEVELOPMENT NAME: LOMAX ELEMENTARY SCHOOL PARKING LOT IMPROVEMENTS HCAD #: 0231400000422 V L K I A R C H I T E C T S WD Engineering .6 f.�G F-p'Y85 410 AtSbury Street Houston, Texas770V7 b`.ai?. r'' :nne: 713.426.3477 4i•Y. `t.li'GEn�3inF?::rin�;.6CT i it i'�a4 WLLIAM DAVIS W(LICINSDN I . 85626 "LtiCEN5E0. "��4me @®0® S/ONdI• E�a�49 r ISSUED: JANUARY 20, 2011 ev;siort No. 1 MY REVIEW COMMENTS (ADDENDUM 1) 2-3-2011 Director Drawn By SJA TDK Designer Quality Control TDK Proj. C oor. TDK 2921.02, 2921.03 SITE PLAN - LOMAX ELEM. C 1.01 B 0 (_ 1 0 ry�h Invert of 24" CMP 21.46 Fnd 518" Iron Rod r(� ( , OPER,�Y LINE) r� N86 0 36 E 726.16 (I�R ,K• 7-7 ~^ - INVERT 24" e ( "-' hCj -21.46 l a+ ) tK°tiROPERTY LINE + �O PROPERTY LINE �� `w/� ry'7 - h ? 'y - + i1 yti +� tit 4i+ L�� + r { i ! ! i j: +k i 1 t rytx* +rya +ti°`� j g +ti + + O I I +y° � � :f__-._ ........................._..._. ry`'�� L..-.._......_...-----_------.__...------._ ti���y ......._......... _+ + X i + + Yh ti e i LAPORTE + 422 f. _ k # tih ti� ti ! + ! + tK + t k X I 1 X vt ItLLI Q + + 0 l Tp ti ti I! 9 + o� 25. 0 Q + �a ! 5 ti 24 ti ti l 25. _ > I + WS ELEV 25.20 " WS ELE ;T5 CO 25.20 2 2A i AREA B , 2287 SF ' T�pp 5.20 AREA A = 2150 SF P G LOT 24.95 ! I ! 25.50 QTG 24.70 2 TG 24.7 + Tp �3 I FL 21.39 FL 21.75 CIO 1 25 J Asphalt Area 25/ 0 8 P Tp PROP 82 25.2 ; 25.25 i PROP "CH RESTRICTOR 1�5.20 12• SIMI 0.441U TP A N INVERT 24" ELEV 20.61 ' INVERT 2405" Ng6°50',36 "E 726. 16' ELEV 20.1 INCH = 20 FEET SETBACK .-- - - - 20' REAR - - - TOPOGRAPHIC SURVEY OF THE NORTHWESTERLY PORTION OF THE CAMPUS OF LOMAX ELEMENTARY SCHOOL BEING A PORTION OF LAPORTE OUTLOTS NUMBER 422 AND 423 +°°� LAPORTE, HARRIS COUNTY, TEXAS SURVEY PREPARED BY.` ARBORLEAF ENGINEERING & SURVEYING, INC TBPLS # 100543-00 16000 STEUBNER AIRLINE ROAD, #200 SPRING, TEXAS 77379 281-655-0634 h t LAPORTE OUTLOT #425 GRATE INLET c`� 2$(0 I ELEV 24.007PL INVER (i 0 OI �t INVERT 21.40 �., 5� "25.2 �44 +'L V .5 !y may. O� + +�° • TP OH \� IPB a _ o �� __ • --- OH OH,6Di5i89 a. _ _....._..__ ! OH OH °' o 12=' STORb1 SEW ti�� - - - ti� ...................... ... N i / �• IPB - 21 24 •� �h - - - --- - -- - -_�S L F.. j ASPHALT DRIVE 24. �a E>aSTING PJIVEMENT TO EXISTING AS �1 i f 1 25. 0 PROP (2) 4 8 �k 4 � 3 �NN� Concrete y°c' CNN TtgS AREA UNLESS I' OTHERWISE! NOTED I I ! I l 1\ �' a4i % 24. 9 O yh yh $ +� Pavement ) y doh hti� + Asphalt Drive + '� ryh.tv iw II-------- -- � 7 ,� . ! ��t,t' W ( 'moo �`''_............................................_....... tih �� Concrete �h � 1 i ` `4 i + 0 1a+ W --... Fire Hydrant and Water Valve ;_LQ I!/� ti°w '" +ry Xl ry EXISTING BLDG I r l J e00 o� I) AC I TO REMAIN y i i JJ a + I EXISTING METAL BUILDING Ao� Concrete GRA; x Area o l ! ELEI + INVE I p i S 4ry +ry 49 + ��/ 1 AC! I hl a i / a n--------- cf G��RM 6 ry - o l-- lJ� Sidewalk ry + h� + • � o p t , Q I e tia 25.01 I' I I I 1 I EXISTING BLDG TO REMAIN EXISTING 9L$ M NORTH q�ARYSTSCH000L LA PORTE, TX 77571 C FLOODPLAIN INFORMATION LOMAX ELEMENTARY SITE. A REVIEW OF THE FEMA FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NUMBER 48201CO940L REVISED JUNE 18, 2007 INDICATES THAT THE PROPERTY IS LOCATED aE ENTIRELY WITHIN UNSHADED ZONE X. WHICH HAS BEEN DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN (0.2X ANNUAL V L K I A R C H I T E C T S PROBABILITY). DEWALT ALTERNATIVE SCHOOL SITE: A REVIEW OF THE FEMA FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NUMBER 48201CO945L REVISED JUNE 18, 2007 CIVIL ENGINEER ---�e- INDICATES THAT THE PROPERTY IS LOCATED ENTIRELY WITHIN UNSHADED ZONE X, WHICH _I WD Engineering HAS BEEN DETERMINED TO BE OUTSIDE THE • 500 YEAR FLOOD PLAIN (0.2X ANNUAL SMS 410 A rxir; ;: PROBABILITY). a�3 ra:;:3nf xii£:Y. - �r.<�S::Yii'JSiii: -YYyS 4G5.;f�?Y BENCHMARK NOTES THE BASIS FOR THE COORDINATES AND BEARINGS OF THIS SURVEY IS THE CITY OF LA PORTE MONUMENTATION SYSTEM. THE BASIS FOR THE ELEVATIONS IN THE LOMAX ELEMENTARY SURVEY IS HARRIS COUNTY REFERENCE MARK 020190, ELEVATION 24.19, NAVD 1988, 2001 ADJUSTMENT. THE BASIS FOR THE ELEVATIONS IN THE DEWALT ALTERNATIVE SCHOOL SURVEY IS HARRIS COUNTY REFERENCE MARK 060010, ELEVATION 13.86. NAVD 1988, 2001 • ADJUSTMENT. SANITARY SEWER NOTES 1� NO PROPOSED SITE SANITARY. WATER NOTES Q NO PROPOSED SITE DOMESTIC WATER. GRADINGIPAVING NOTES 11) CONTRACTOR TO MATCH EXISTING GRADE AT ALL CONNECTIONS TO EXISTING PAVING OR NATURAL GROUND. ® CONTRACTOR TO PROVIDE 6-INCH REINFORCED CONCRETE PAVEMENT WITH 6-INCH SUBGRADE (6 TO 8 PERCENT LIME BY DRY WEIGHT OF SOIL) FOR ALL DRIVES. • SEE CONCRETE PAVEMENT SECTION SHEET C1.04B. Q Q3 CONTRACTOR TO PROVIDE 5-INCH REINFORCED CONCRETE PAVEMENT WITH 6-INCH SUBGRADE (6 TO 8 PERCENT LIME BY DRY WEIGHT OF SOIL) FOR ALL PARKING AREAS. CONTRACTOR TO RESTRIPE ALL AREAS AFFECTED BY PAVEMENT REPLACEMENT AS SHOWN. SEE CONCRETE PAVEMENT SECTION SHEET C1.04B. ® CONTRACTOR TO CONSTRUCT 6-INCH MONOLITHIC CURB AS SHOWN. FOR TOP OF CURB GRADE, ADD 0.5 FEET, EXCEPT WHERE NOTED ELSEWHERE. CONTRACTOR TO BACKFILL AREAS AS NECESSARY PRIOR TO ESTABLISHING GROUNDCOVER TO ALLOW POSITIVE DRAINAGE TO IMPERVIOUS SURFACES AND EXISTING INLETS. CONTRACTOR TO PROVIDE GROUND COVER TO ALL DISTURBED NONPAVED AREAS PER LANDSCAPING REQUIREMENTS, SEE SHEET m C1.01B. © PROPOSED SIDEWALKS SHALL HAVE SIDE SLOPE OF NO MORE THAN 2 PERCENT. - SEE DETAILS FOR RAMP REQUIREMENTS. d8 DEMO EXISTING PAVEMENT THIS AREA. 9Q PROPOSED GRADING SLOPES SHALL NOT EXCEED 4.1 EXCEPT IN SOUTHEAST CORNER WITHIN DRIPUNE OF TREE WHERE PROPOSED GRADES SHALL NOT EXCEED 3.1. 10 REMOVE AND REPLACE APPROXIMATELY 5 FEET OF SIDEWALK TO MEET 1:20 (5X) t GRADE, MATCH ELEVATION AT BUILDING AND SIDEWALK. • ............. STORM SEWER NOTES��"�� 1Q ALL STORM SEWER SHALL BE HDPE OR RCP C. ` ,p of rggq ............. s c, •. ;9Sggo UNLESS NOTED OTHERWISE. 121 PROPOSED TYPE A INLET BY PARK WILLIAM DAAS WILKINSON EQUIPMENT OR EQUAL 4 0.% 85626 � a 11PROPOSED STORM MANHOLE. , $qqqSsi_- .lS���G`�m+ DRAINAGE NOTES THE PROPOSED DEVELOPMENT HAS BEEN DESIGNED TO NOT IMPEDE, IMPOUND, OR BLOCK THE NATURAL FLOW OF WATER ACROSS ADJACENT AND CONTIGUOUS PROPERTIES. EXISTING IMPERVIOUS AREA: 0.16 ACRES PROPOSED IMPERVIOUS AREA 0.26 ACRES IMPERVIOUS INCREASE = 0.10 ACRES RATE = 0.20 AC-FT?ACRE = 0.02 AC -FT RATE RECIUIRED = 871.20 CF Ponding in Drives Tap Area (SF) Depth (Ft) Vol (CF) Vol (Ac-Ft) A 2160 0.6 358 0.008 B 2287 0.5 381 0.009 Volume 740 0.017 Pipe Storage Size (In) Area (SF) LF Vol (CF) Vol (Ac-Ft) 12 0.79 82 65 0.001 Inlet/MH Storage Inlets Vert. Ft (Each) w10 Pipe Vol (CF) Vol (Ac-Ft) 2 3-1 2.1 67 0.002 Total Volume Provided (Ac-Ft) 871.70 0.02 Acre -Ft aygy ONAL ISSUED: JANUARY 5, 2011 • tft BIDDING CLARIFICATIONS 01/20/2011 i Dula/ a' Dre/a/e[ D6 SJA DwVw arefflej TDK .. �,a'. TDK PAVING, GRADING, k__4 AND UTILITY PLAN C1.02B