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Home My WebLink AboutDEWALT & LOMAX ELEM PARKING LOT SITE PLAN, WEST MADISON STREET ►�a►►� � o� nn► iAc�nra�r�rv.�'�� EXISTING DEWALT ALTERNATIVE SCHOOL 401 NORTH 2ND ST LA PORTE, TX 77571 k}....................................................................................................................................................................... r LOW DENSITY RESIDENTIAL F i , t 2 7 F N 1 DEWALT ALTERNATIVE SCHOOL - PARTIAL SITE PLAN - PROPOSED PARKING LOT SCALE: 1"=20'-O" TOP OF GRADE PAVING m I I I I 1= —III 4 w I I z — T i- A 4--4 �J SCALE: 1/2"=1'-O" NOTE 1 W f2 z CV SCALE: 1 "= 32'-0" ®= EXTENTS OF IRRIGATION i I P NOTE. THE PLAN TO THE LEFT REPRESENTS ALL AREAS TO RECEIVE IRRIGATION. REFER TO ..I SPEC SECTION 32 8000 FOR RELATED REQUIREMENTS FOR PRODUCTS, DESIGN, & DELIVERY. ALL IRRIGATION SHALL COMPLY WITH THE CITY OF LA PORTE PLUMBING AND ELECTRICAL CODES ii REFER TO C 1.02A FOR PROPOSED CONNECTIONS TO EXISTING WATER MAIN. l)) 1 1' 1 �V 1 `j—(14) VL -WAX LEAF LIGOSTRUM:, (e� SHRUBS IN 2" DEEP BARX:MULCH'� ;,< 1 WITHCONTINUOUS METAL EDGING. ?w YP. LLJ 2, i �U_ W - O )J 1 can; )I 32'- Now I 4: IDE SETBACK ,....,, _ POO 2 4^ .71 :i ............................................ : ............... 2 k k k 12" x 18" SIGN L,P.I.S.D. PROPERTY »..... NO "F PAAgNf 2 3/8" DIA. GALVANIZED STL. SIGN POSTS, SA-SO-03-098 0 -12" x 24" DEEP CONCRETE FOOTINGS 1 SITE DETAILS 5 TRAFFIC SIGN ELEVATIONS SCALE:677- 3/8"=1'-0" ACCESSIBLE PARKING SPACES 6 EXISTING SPACES ..........................47 4 w NEW SPACES................................30 EXSITING HANDICAP SPACES .......4 NEW HANDICAP SPACES...............NONE REQUIRED �vv,hy <it't v\Q TOTAL PARKING IN LOT......... 77 MIN. ACCESSIBLE SPACES REQUIRED = 4 (FOR 76 -100 SPACES) (�'�i�4 •% TOTAL EXISTING ACCESSIBLE SPACES = 4 4' REFERENCE TAS 4.1.2 TABLE 2 EXISTING CONC.PARKING LOT EXISTING CONC.PARKING LOT I 2 DEWALT ALTE SCALE: 1"=504" TYLER STREET RNATIVE SCHOOL -ORIENTATION SITE PLAN SPECIAL CONDITIONS USE PERMIT APPROVAL NOTE. SPECIAL CONDITIONS USE PERMIT #11-91000001 APPROVED BY CITY OF LA PORTE CITY COUNCIL ON 3-14 2011. 1 3 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 DEWALT ALTERNATIVE SCHOOL - PARKING LOT IMPROVEMENTS, IN CONFORMANCE WITH T ORD CE OF THE CITY OF LA PORTE. ♦ • DIREOR PLANNING SITE PLAN ACCURACY CERTIFICA TE 1, William Wilkinson. am licensed under the /aWs 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 plot. William Davis Wilkinson Texas License No. 85626 LANDSCAPING CALCULATION 14,709 SF. (Developed Site - 0 SF Roofed Over Improvements)14,709 SF TOTAL LANDSCAPING REQUIRED: 14,709 SF x 6% = 883 SIF TOTAL LANDSCAPING PROVIDED = THE EXISTING SITE LOCATED AT LOTS <` 1 THROUGH 7, BLOCK 86 LA PORTE, TEXAS HAS 41 EXISTING TREES INCLUDING VARYING SIZED OAK, TALLOW, AND HACKBERRY TREES. THE PROPOSED PARKING LOT REMOVES 1 OF THE EXISTING 41 TREES. PER THE CITY OF LA PORTE LANDSCAPING CALCULATION & ZONING ORDINANCE \ (CHAPTER 106), A TOTAL OF 883 SF OF LANDSCAPING SHALL BE PROVIDED. APPROXIMATELY 8,000 SQ.FT. OF EXISTING SHADED OVER LANDSCAPING IS TO REMAIN WITHIN THE PROPERTY LINES. THIS LANDSCAPING IS TO BE 4 2 PROTECTED AND USED TOWARDS THE REQUIRED LANDSCAPING PROVIDED. ALL EXISTING TREES TO BE TRIMMED THROUGHOUT. y.;t;: \i IN ADDITION TO EXISTING TREES, THE PROPOSED LANDSCAPING PLAN ' : PROVIDES NEW BERMUDA SOD SURROUNDING THE PROPOSED LOT WITH DROUGHT TOLERANT/ LOW MAINTENANCE ISLAND GROUND COVER. THIS v~< SITE CURRENTLY HAS NO IRRIGATION ON SITE. UNDER THE BASE BID PROPOSAL, NO IRRIGATION IS PROPOSED FOR THIS DEVELOPMENT. CONTRACTOR TO MAINTAIN LANDSCAPING UNTIL SOD AND PLANTS ARE WELL ESTABLISHED. SPENCER HWY. FAIRMONT FLOOD STATEMENT THIS TRACT /S IN ZONE 'X' AND NOT WITHIN THE 100 YR FLOOD PLAIN ACCORDING TO THE FEMA MAP# 48201 CO945L REVISED ✓UNE 20OZ :,4...v._. .:\.,.... : ' -- .v....- -- -- \ ",w:.v.\piiv::j;:j•\tiff:\C::<•vvvv,::<j':�:4ivv v�\..v'v.'._.:..:., LANDSCAPING LEGEND TREES COMMON NAME QUANTITY ; BERMUDA GRASS SOD NA a(REFER TO PLAN FOR EST. SQ FT) C: Q LIRIOPE MUSCARI 111\ (MATURE HEIGHT 12"-15" IN 2" DEEP BARK MULCH) Y CM 2 CRAPE MYRTLE 4 30 GAL. MULTI TRUNK 8'-R HEIGHT ` 4'-5' MIN. SPREAD WL WAX LEAF LIGUSTRUM - 3 GAL. •:4t { 48 2 (SPACED AT 4'-0" O.C. IN 2" DEEP BARK MULCH) BAYSHORE PARK / SYLVAN BEACH PARK N VICINITY MAP SITE INFORMATION ADDRESS: 416 NORTH 2ND ST. 1Q ZONING: R1 (Low Density Residential)Q LEGAL DESCRIPTION: LOTS 8 & 9, BLOCK 86 A LA PORTE, HARRIS COUNTY, TEXAS DEVELOPMENT NAME: DEWALT ALTERNATIVE SCHOOL PARKING LOT IMPROVEMENTS HCAD #: 023-207-086-0008Q VLKIARCHITECTS �1 n 1� .O—. ISSUED: JANUARY 20, 2011 ! m r 01 EIL PR REVIEW COMMENTS 2-24-2011 CITY OF LA PORTE REVIEW COMMENTS 3-10-2011 3 CITY COUNCIL COMMEN I S 3-15-2011 SJA TDK 2 TDK proL W_ 2921.02, 2921.03 A , A, 13 SHEET NO. ti::L:tiiviti-i'v:Civ:?:'�'ii: •i'•i'f'•ii'•i'?�:•i:.::.v:. y::.:.i; :y.�-.uv} niti{:•i'•i'{iri^<^: ti'•.'•:C:t3:C:4:L: is J:vi :, v :...ti.:..v ....\. v v v..., v ...v.::.v� iL•i'•i: i•4:vii •iti•. 4'•:v^<-•::. vti••.i^:•... , v , v v v 4'vi%�•v....v v.v v .:.v n..T ...........:.:...v :.\.v..........v:.:..n.�v..:.v.\...v.v.n .....: .v.. v.....v...\ v..:\ .'\ ..v....h.v..v.v.:.:n.:.....v.....v...v.:.:......:\................ n�„v v:4 •: ,••:: •: -:.:n .:\.}v..:.},.,... .: \.\..v.,..,..�:: v-: 4: •: •: •:: ••:4 •: •: v.C.vv: vn\� "Ji'^:.... ti•:Ji:..v. ,.v ,..: v.. v4:v:J�::: `?.:tiv.:.v.. •. •.:... \...,v:. ....,.v v,\:L:ti:J:!•v..v:n:.:y:J•J:C•:v is •`.•.v.v.:.:.:.. v vim: �: ti:4'ti::: :•iti: •: 'i:4•�:O\•::v i\ti•�: :vti•:' vv.yv:n.i::;•.:vh::•::'•:^i::{^:i:?}{}},v(.YvCdt[iTt: v%: v • •.:.v.:...:::.....::.:.,:,:.� .}.; . .... ti............ .......':v . v.,.v .,..:... .:::....: }Y. i1i: i\�:.......... . ..n............. ::•vti:vv -•`:. ,..L^: w:L L:. •.::\v.:vv.:V:.: x:�:.v::: v: hv: •: •\i.\.ivv C::\:'��:::}v{v.;v.::i'!u.}uhh.�iu•}v-4.4:i�: iiuii•;•�.\•.:'•}':M1 is:\3v O:C;:;::iii:•i`'' ,:n•.vw.w:::by:kv:T•>:vJiL:•d:.:...vni::i::i �-vv:;:vvi4}. i:Li.':.. ,•.n..nn .. v ::::v ::::.,•::::.�.::.:::.: :.,.....w :v:::•.vvx::•.,::•.v..vt.:t.:vi.:v'rv'Ltv'.:Lv'Ltv'O:\.:vv..:.:........:.....:.\,\:.....n:..:.:..\.:.:...::............:n...... WEST MADISON STREET ARKING LOT EXISTING OWIALT ALTERNATI STE SCHOOL LA PORTE, TX 77571 )EWALK wEsr So`��Row�0 1 1,�L , EA Inv 24" 15.81 24 " RCP W "M 0 S 0 10 20 40 1 INCH = 20 FEET LOMAX ELEMENTARY SITE: A REVIEW OF THE FEMA FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NUMBER 48201 CO940L REVISED JUNE 18, 21707 INDICATES THAT THE PROPERTY Ia LOCATED ENTIRELY WITHIN UNSHADED ZONE X. WHICH HAS BEEN DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN (0.2X ANNUAL PROBABILITY). DEWALT ALTERNATIVE SCHOOL SITE: A REVIEW OF THE FEMA FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NUMBER 48201 CO945L REVISED JUNE 18, 2007 INDICATES THAT THE PROPERTY IS LOCATED ENTIRELY WITHIN UNSHADED ZONE X, WHICH HAS BEEN DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN (0.2X ANNUAL PROBABILITY). 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 nniuITV orrrorkif+r ueov nd2n4en Cl rve-nnki """%ramv�fowl• 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 Q NO PROPOSED SITE SANITARY. WATER NOTES Q NO PROPOSED SITE DOMESTIC WATER. ALTERNATE BID, CONTRACTOR TO CONNECT TO EXISTING WATER MAIN WITH TAPPING SLEEVE AND VALVE WITH BOX AND INSTALL IRRIGA11ON WATER LINE, WATER METER AND BACKFLOW PREVENTER PER CITY OF LA PORTE REQUIREMENTS. CONTRACTOR SHALL CONFIRM SIZE REQUIREMENTS PER IRRIGATION PLAN. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING WATER LINE PRIOR TO CONSTRUCTION. GRADING/PAVING NOTES Q CONTRACTOR TO MATCH EXISTING GRADE AT ALL CONNECTIONS TO EXISTING PAVING OR NATURAL GROUND. Q CONTRACTOR TO PROVIDE 6—INCH REINFORCED CONCRETE PAVEMENT WITH 6—INCH SUBGRADE FOR ALL DRIVES. SEE CONCRETE PAVEMENT SECTION SHEET C1.04A. Q CONTRACTOR TO PROVIDE 5—INCH REINFORCED CONCRETE PAVEMENT WITH 6—INCH SUBGRADE FOR ALL PARKING AREAS. CONTRACTOR TO RESTRIPE ALL AREAS AFFECTED BY PAVEMENT REPLACEMENT AS SHOWN. SEE CONCRETE PAVEMENT SECTION SHEET C1.04A. ® 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. (S) CONTRACTOR TO PROVIDE GROUND COVER TO ALL DISTURBED NONPAVED AREAS PER LANDSCAPING REQUIREMENTS, SEE SHEET C1.01A. © PROPOSED SIDEWALKS SHALL HAVE SIDE SLOPE OF NO MORE THAN 2 PERCENT. ® SEE DETAILS FOR RAMP REQUIREMENTS. ® PROPOSED GRADING SLOPES SHALL NOT EXCEED 3:1. 9O CONTRACTOR TO PROVIDE ANSTALL RETAINING WALL 3 MINIMUM FROM TREE TRUNK IN ORDER TO MAINTAIN MAXIMUM 3:1 GRADE, SEE DETAIL SHEET C1.04A. 10 CONTRACTOR TO CUT EARTHEN SWALE AS SHOWN IN ORDER TO PROVIDE POSITIVE DRAINAGE TO EXISTING UNDISTURBED GROUND AT SOUTHEAST CORNER OF THE SITE. STORM SEWER NOTES 10 ALL STORM SEWER SHALL BE HDPE OR RCP UNLESS NOTED OTHERWISE. 2Q PROPOSED TYPE A INLET BY PARK EQUIPMENT OR EQUAL. ©3 PROPOSED STORM MANHOLE. ® CONTRACTOR TO BACKFILL WITH CEMENT STABILIZED SAND INCLUDING WITHIN SUBGRADE AREA FOR ALL STORM SEWER LESS THAN 2 FEET BELOW TOP OF PAVEMENT FROM THE PIPE CROWN. DRAINAGE NOTES THE PROPOSED DEVELOPMENT HAS BEEN DESIGNED TO NOT IMPEDE, IMPOUND, OR ALOCK THE NATURAL FLOW OF WATER CROSS ADJACENT AND CONTIGUOUS PROPERTIES. VLK020, Detention Storage Calculations EXISTING IMPERVIOUS AREA: PROPOSED IMPERVIOUS AREA: IMPERVIOUS INCREASE: Ponding in DrKees Top Area (SF) Depth (Ft) A 2376 0.5 S 2363 0.5 C 3270 0.5 Volume Pipe Storage Size (Ise) Area (SF) LF 12 0.79 123 Inlet/MH Storage Inlets Vert. Ft (Each) w10 Pipe 3.1 2A Total Volume Provided (Ac-Ft) IDETENTICN RATE PROVIDED: 0.00 ACRES 0:32 ACRES 0.32 ACRES Vol (CF) Vol (Act) 396 0.009 477 0.011 545 0.013 1418 0.033 Vail (CF) Vail (Ac-Ft) 97 0.002 Vol (CF) Vaal (Ae Ft) 101 0.002 1615°97 0.037 AC -FT 0A 2 AC.-FT/ACRE INCREASED IMP VLKIARCHITECTS WD Engineering �SP2- v�''s C ) ' O MLI_.IMA DAVIS WILKINSON 4 kS /OVAL.° E � ISSUED: JANUARY 20, 2011 SJA TDK �\\x `�� a . " �,m\m \.. TDK 2921.02, 2921.03 PAVING, GRADING, AND UTILITY PLAN AK111 11 ►--.4 I r-_7 BEf Uj Z J 4C W O 00 DO N I I 1 1 I ® 1 I LA PORTE 0UTL 0T 11422 I I 1 HYDROMULCH AS NEEDED HYDROMULCH AS NEEDED 26'-0" 145'-0" 26'-0" 1 - I 1 - I , r- ti I `V P1OVIaE [VITL..: EpGING PROVIDE MTL EDGI G "' I I 1 = o : o 1 LU LU :: S @ -O" = 6' , @ '-O" = 4'-0" S @ ' _ 6' Oil 4 SPA E 3 �� ' IPADES5"' �� 4 SPA E 3 L �\ I 1 ' 1 HYRDOMULCH .:...:: o PROPOSED CONCRETE PARKING LOT (29 SPACE) CH AS NEEDED CONC. POLE BASE N CONC. POLE BASE SN D REF 3/C1.01 B 9, -0 7 SPACES @ 9 -0 - 63 -0 9 -0 9 -0 9 -0 9 -0 REF 3/C1.01 B 18'-0" 1 1 I 1-011 1 o t „ l ::v .. ... :. ... ... ... ..n . :v:•: .. .. � ... .. .. .... ... .. .... ........ .. ....... ........... .. ........ vim....... .. .... .t. .... .. .. \ \\. � .. ... .. \.•\. .., J 1 � PROVIDE• MTI�:'EDGINC: �` • EXISTING ASPHALT DRIVE SAWCUT AND REMOVE ►► SAWCUT AND REMOVE EXISTING ASPHALT PROPOSED STRIPING 1 1 EXISTING CONCRETE �► PAVING AS NEEDED FOR ELECTRICAL CONDUIT p�� %> -��I% AS NEEDED FOR ►► INSTALLATION. PATCH TO MATCH EXISTING. ------------- �� INSTALLATI PATCH li EX SIDEWALK TO MATCH E TING. r 1 Ce) 1 C1.04B 1 x I I 1 I i, ,• .• I. k EX. CONCRETE EX MTL. BLDG. 1 x AREA I a w 1 j ;i 1 _ I-x x x x x x I I I °� EX. SIDEWALK - i �I x w I I REF C:3:02B FOR CONCRTE >, 1 I PA-Vi G REPLACEMENT'... REMOVE EXISTING THRE, HOt . PROVIDE (NATIONAL dUARD) THRE HOLD TO 1 1 MEET TAS REQUIREMENTS. 1 1 EXISTING LOMAX ELEMENTARY SCHOOOL 1 1 _ 9801 NORTH AVE. L ST. LA PORTE, TX 77571 I 1 I / • • / • ■ • • • see , ■ • • • 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 DESIGN. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR FINAL REVIEW. REFER TO ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. I TOP OF GRADE / N PAVING ofco Uj 0 z OTE 1 NOTE 1 NOTE 1 TYPICAL CONCRETE LIGHT POLE DETAIL 3 SCALE: 1/2"=V-0" 1! N 4 ALTERNATE BID - IRRIGATION PLAN SCALE: 1"40'-0" = EXTENTS OF IRRIGATION NOTE: THE PLAN ABOVE REPRESENTS ALL AREAS TO RECIEVE IRRIGATION. REFER TO SPEC SECTION 32 8000 FOR RELATED REQUIREMENTS FOR PRODUCTS, DESIGN, & DELIVERY. ALL IRRIGATION SHALL COMPLY WITH THE CITY PLUMBING AND ELECTRICAL CODES CONTRACTOR TO CONNECT IRRIGATION LINE TO EXISTING METERED SITE DOMESTIC WATER LINE. LAPORTE OUTLOT 1142J EXISTING ASPHALT DRIVE EXISTING SERVICE YARD ACCESSIBLE PARKING SPACES EXISTING SPACES ..........................70 NEW SPACES.................................29 EXSITING HANDICAP SPACES .......3 �4v NEW HANDICAP SPACES...............2 w€€ TOTAL PARKING IN LOT .......... 99 ;w 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' LROPERTY LINE 20' REAR SETBACK 1 I I 1 I I I I I� I 1 _ oux" 14V C1.01 I I I ZI t iLAPOM mmxAw I; PROPOSED PARKING LO w t a 4 .y T EXISTING ASPHALT DRIVE -- / I` I EX MTL. BLDG. EXISTING PLAY AREA W/ I x—x ;I = I � I WALKING TRACK I ( � I . YI Q I :z mlcaI w ICn r 1 1 � EXISTING LOMAX__________________________________________________________ � ( I w �I ELEMENTARY SCHOOOL :::......X\ . ( o 9801 NORTH AVE. L ST. EX. PARENT DROP OFF \'�� - C 1 l a of LA PORTE, TX 77571 I .:...............• Id ICI , ' ( MAIN ENTRY ;.. ft 1 : i EXISI ING CONC.PARKING LOT 70 SPACES I , , 1 I � I I I I _ 30' FRONT SETBACK L _ _ �_— � _— — -- _ _ PROPERTY LINE — --- — —_— _ _— -�- 2 LOMAX E SCALE: 1"=80'-0" 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 ORDIN IC OF THE CITY OF LA PORTS. • FIS 14 DIRECTOR F PL4NNING SITE PLAN ACCURACY CERTIFICATE I, William Wilkinson, am licensed under the /aWs 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. William Davis Wilkinson Texas License No. 85626 LANDSCAPING REQUIREMENTS 11,100 SF. (Developed Site) - 0 SF (Roofed Over Improvements) = 11,100 SF TOTAL LANDSCAPING REQUIRED: 10,768 SF x 6% = 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 4 is NEW PROPOSED LOT WITH DROUGHT TOLERANT / LOW MAINTENANCE ISLAND GROUND COVER. THIS SCHOOL CURRENTLY HAS NO IRRIGATION 4tv:i ON SITE. UNDER THE BASE BID PROPOSAL, NO IRRIGATION IS PROPOSED FOR THIS DEVELOPMENT. CONTRACTOR TO MAINTAIN LANDSCAPING UNTIL SOD AND PLANTS ARE WELL ESTABLISHED. < ' NORTH AVE. L ST. N LEMENTARY SCHOOL - ORIENATION SITE PLAN � FLOOD STATEMENT THIS TRACT /S IN ZONE 'X' AND NOT WITHIN THE 100 YR FLOOD PLAIN ACCORDING TO THE FEMA MAP# 48201CO940L REVISED JUNE 20OZ LANDSCAPING LEGEND TREES COMMON NAME QUANTITY © CM LIRIOPE MUSCARI (MATURE HEIGHT 12"-15" IN 2" DEEP BARK MULCH) BERMUDA GRASS SOD (REFER TO PLAN FOR EST. SQ. FT) CRAPE MYRTLE 30 GAL. MULTI TRUNK 8'-9' HEIGHT 4'-5' MIN. SPREAD A47 NA Q4 W 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 VLKIARCHITECTS WD Engineering d A�� OF 7N4 WILLIAM DAVIS WILKINSUN1 -� :n ; 85626 e t U Ik ISSUED: JANUARY 20, 2011 NiITY REVIEW COMMENTS (ADDENDUM 1) 2-3-2011 Di D, B SJA TDK TDK Pro,. our, 2921.02, 2921.03 SITE PLAN - LOMAX ELEM. 1 ........:v�:i`;.;:: is:;;.::i: i;:.::;:::?>}r, i::.:. `:}.;i: a:;i:.:e<:;a�.x;i.;•: ii+.,;�a�i;:,;x:`;;:.x.`:a:<;i:):.?:::`:.;;•o•::.i:.;i.�..:as:.cr;:a•:x.::::::5:•`.•t v\ v':SvtiiL.iOtitii':6::.:ii>`•:::L:q.::JJti ti: ik. ...:4.tiv::•?J:{is��?J»:vJv:�:vtiv:::::?i+Oi;%i}iii{i.:?i.:bA::V:t::1'L•::y:?tii:^'v vi::?•int::::;;.• .i: i:v.......:... ...:..... .....:.................:n:::5 .:................... emu.... ........:........:.v..:......:.