The URL can be used to link to this page

Home My WebLink AboutDEWALT ALTERNATIVE SCHOOL PARKING LOT ADDITIONScc W z z M :E z z CI Cc 0 M 0 z z 0. W U) z Z W z r, 0 Do< 0 0 < C6 0 Cc 01-i CL 0 j < 0 z t LOL R < < LLI -r IL 0 Cf) V//, C1.04A MAIN ENTRY ci -�P A' iA top on km- a, 24 . ..... ..... . . .. ...... ........ .. . .. ...... ..... ... ...... .... ...... ..... ...... ..... ..... ..... ... .. ..... ...... ..... ...... ........... .. ..... ... ----- SIDE lop 6131 J to. top to '36"E 125.00'1 (PROPERTY ....... 'TY -1014 * All "T %R nl�3 eo' "i 011�s 2E SE_�BAC CL I t IDE SETBAC .6, toilv� Ott otl v' F IF IRIJOVULCH C? Nt 9814" AS NEEDED \X W, nak IF 11 W1.2 -13/411 tte, PAR ING SIGNAGE It In jns;! REFT/Cl.&A I�D 518 49, :1 i CONO. P Vitt ; I TROVI E MR. L eq /�Q 26 (14) WAX LEAF LIGUSTRUM 2 1 �!N Z)11KUtJZ) IN 2- DEEP BARK LCH� _�2 WITHICONTINUOUS METAL EDGING. CD C.D X_ LU tit'. 1810 U) < A J" L, C13 to nq z_ LZ 20, z, TYPI rs. 9 I t co IF IF IF IF 1P r R Eu- - -- ------ ---- - ------- ------------------------- to CD 1Q, Cn C-3 C U) @ + Lu :Ic 0 C-D Q) LQ C-3 t C/3 zm : ie. CD I SO U� A IYP 2 1p'ook z 21, )no C 3 Q- 6'��' �u PROPOID S IN G� L G Q1 Y REF3/Cl.01A —PROPOSED 3TR POSED 3T CONC. POLE B ASE EXISTING DEWALT Uj C= ALTERNATIVE SCHOOL cm C3 401 NORTH 2ND ST LA PORTE, TX 77571 1A �s top ev LU UU it C1 t CN V", NI f..q :00 ttc EX. MECH. YARD EXISTING CONCPARKING LOT EXISTING DEWALT ALTERNATIVE SCHOOL 401 NORTH 2ND ST LA PORTE, TX 77571 EXISTING CONCPARKING LOT . ......... ........... ........ it WEST MADISON STREET AIN 4� GC # lt 41 — — - — -- ---------- --------------- PROPOSED GM IPARKI LOT (30-SPA '3ES) _d M M In A I M M I I . .. . .. LU Lu W- - - — - -- --- ------------- — - -- — -- ----------------- - --- - -- -- - --------- - -------- - - - - - - ---------------------- - !,LOW DENSITY RESIDENTA ............................................ ...................................... EX DROP OFF ........... .......... ......................... .................... ...... . .. .................. ........... ....... ................................. ......... tj wd �' _Opp ====1DESMIAfAI K 1324"It\ I EISP)CES@19�1O'* I TYLER STREET -------------- ..... ...... ........ ...... . .. .. . ............ X ............. ....... ........ .... . .. .. . 5b HYRDOMULCH AS NEEDED- N )4 -'W', LEA -PGUS- --- - - ----------------- (34Y@I F TF$ I SHM RA,DEEP"BARKMU('i A2 DEWALT ALTERNATIVE SCHOOL ORIENTATION SITE PLAN 71." TINPUS METAL,EOGING-S SCALE: V=50'-O" qlDSIDE SETBACK 4q \", 11 ,,51�5 gi�� '� 4- .7 o,I 5 AA: r P ;7. V It ........................................................................................ ................................................... .......................................................... ........ LOW DENSITY RESIDENTIAL ...................................... ......... ......... ........................................................... ............................................................ .......... ......... ................... to, N DEWALT ALTERNATIVE 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 SPECIFICATI N FOR ADDITIONAL INFORMATION AND REQUIREMENTS. TOP OF GRADE/ PAVING -4 T_ _T 4— —4 TYPIC A 3 16\L CONCRETE LIG SCALE: 1/2"=1411 NOTE 1 NOTE 1 [I HIT POLE DETAI A— L ftm ALTERNATE BID - IRRIGATION PLAN SCALE: 1'1= 324" I 12'x 18" SIGN LP.I.S.0, PROPERTY . ... . .... NO 2 3/8" DIA. GALVANIZED ......... . .. . ......... .................. EXTENTS OF IRRIGATION STL. SIGN POSTS, SA-SO-03-098 NOTE. 7HE PLAN TO THE LEFT REPRESENTS ALL AREAS To RECEIVE IRRIGATION REFER TO SPEC SEC77ON 32 8000 FOR RIELA7ED REQUIREMEN7S FOR PRODUC7S, DESIGN, & DELIVERY ALL IRRIGATION SHALL COMPLY WITH THE CITY OF LA PORTE PLUMBING 0 AND ELECTRICAL CODES. REFER TO C1.02A FOR PROPOSED 12" x 24" DEEP CONCRETE FOOTINGS CONNECTIONS TO EXISTING WATER MAIN. A SITE DETAILS TRAFFIC SIGN ELEVATIONS SCALE: 3/8"=l'-O" 77— ACCESSIBLE PARKING SPACES DOSTING SPACES .......................... 47 NEW SPACES ................................. 30 EXSITING HANDICAP SPACES ....... 4 NEW HANDICAP SPACES ............... NONE REQUIRED TOTAL PARKING IN LOT ......... 77 MIN. ACCESSIBLE SPACES REQUIRED = 4 (FOR 76 - 100 SPACES) TOTAL EXISTING ACCESSIBLE SPACES = 4 REFERENCE TAS 4.1.2 TABLE 2 0112MENUREVERazolm, SPECIAL CONDITIONS USE PERMIT APPROVAL NOTE- SPECIAL COND177ONS USE PERMIT 111-9 1000001 APPROVED BY CITY OF LA PORTE CITY COUNCIL ON 3- 14-2011. A A CITY OF LA PORTE - SITE PLAN REVIEW CITYAPPROVING AUTHORITY CERTIFICATE THIS IS TO CERTIFY THAT THE CITY OF LA PORTE TWS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF THE DEWALT AL7ERNA77VE SCHOOL - PARKING LOT 1114PROVEYENTS, IN CONFORYANCE WITH,,!j ORD CE'6 OF THE CITY OF LA PORTE. �DE/ 11 OR P NNI NG SITE PLAN ACCURACY CERTIFICA TE William Wilkinson, am licensed under the IaWs of the State of Texas to practice the profession of engineering (or surveying) and hereby certify that above plot or site plan is true and correct, and that all bearings, distances, angles, curve radiuses, and central angles are accuratay shoWn on the plat. 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 SF 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 BOSTING 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 PROTECTED AND USED TOWARDS THE REQUIRED LANDSCAPING PROVIDED. ALL EXISTING TREES TO BE TRIMMED THROUGHOUT. 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 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. LANDSCAPING LEGEND TREES COMMON NAME QUANTITY BERMUDA GRASS SOD NA (REFER TO PLAN FOR EST. SO FT) Q LIRIOPE MUSCARI ill (MATURE HEIGHT 12"-1 5" IN 2" DEEP BARK MULCH) @A2 CRAPE MYRTLE 4 30 GAL. MULTI TRUNK 8'-9'HEIGHT 4'-5'MIN. SPREAD @A2 WAX LEAF LIGUSTRUM - 3 GAL. 48 (SPACED AT 4'-0" D.C. IN 2" DEEP BARK MULCH) I Em N VICINITY MAP ( SITE INFORMATION ADDRESS: 416NORTH2NDST.A ZONING: Rl (Low Densi� Residential)A LEGAL DESCRIPTION: LOTS 8 & 9. BLOCK 86A LA PORTE, HARRIS COUNTY, TEXAS DEVELOPMENT NAME: DEWALT ALTERNATIVE SCHOOL PARKING LOT IMPROVEMENTS HCAD #: 023-207-086-0008A ,K A, , A&Vft V L K I A R C H I T E C T S WD Engineering TSPE'NO F-87,795 410A.S�L;rysueel Hourton� Texas"'701,R Ma�s Phonp: "13A26.307 �Woomvdkinui. . ':' . 1111110111111 0-00 1W F %444 to 114 WWAM DAVIS WILKINSON b . ......... ISSUED: JANUARY 20, 2011 br. No. P&Z REVIEW COMMENTS 2-24-2011 C11Y OF LA PORTE REVIEW COMMENTS 34-2011 3 CITY COUNCIL COMMENTS 3-15-2011 Director Drawn By SJA TDK Designer Quality Control TDK prqj� coor� TDK 4W 2921.02, 2921.03 SITE PLAN - DEWALT C1 001A 0 M g z Z M 0 0 0 0 < 0 z 0 Lu U) z Z UJ z 0 M 00< I C"l < 0 0 06 , F— F7 0 0 E (L 5 — 0 _j < C'4 LL_ C-4 Z 0 0? S2 C'j < _r 0 N 0 ARKING LOT )EWALK WEST MADISON STREET EXISTING DEWALT ALTERNATIVE SCHOOL 401 NORTH 2ND ST LA pORTE, TX 77571 4� 'bs, '�" Y4 t_�T& TOP CFL Nb* WEST MAD1,'-5UA1-'-)1rNF-" (80, f?o;v7 EA Inv 24" .81 24- RCE-- w ra S 0 10 20 40 i I I 1 INCH = 20 FEET 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 ENTIRELY WITHIN UNSHADED ZONE X� WHIICH 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 48201CO945L 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 PROBABIUrf). 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, ELEVA71ON 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 [11 NO PROPOSED SITE SANITARY. WATER NOTES 15'NO PROPOSED SITE DOMESTIC WATER. ALTERNATE BID, CONTRACTOR TO CONNECT TO EXISTING WATER MAIN NTH TAPPING SLEEVE AND VALVE WITH BOX AND INSTALL IRRIGATION WATER UNIE, 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. GRADINGIPAVING NOTES (D CONTRACTOR TO MATCH EXISTING GRADE AT ALL CONNECTIONS TO EXISTING PAVING OR NATURAL GROUND. (2) CONTRACTOR TO PROVIDE 6—INCH REINFORCED CONCRETE PAVEMENT WITH 6—INCH SUBGRADE FOR ALL DRIVES. SEE CONCRETE PAVEMENT SECTION SHEET C1.04A. (3) CONTRACTOR TO PROVIDE 5—INCH REINFORCED CONCRETE PAVEMENT NTH 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 GRAM ADD 0.5 FEET, EXCEPT WERE 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 C11.011A. 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. CONTRACTOR TO PROVIDE/INSTALL RETAINING WALL 3 MINIMUM FROM TREE TRUNK IN ORDER TO MAINTAIN MAXIMUM 3.1 GRADE, SEE DETAIL SHEET C1.04A. &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 ICI I ALL STORM SEWER SHALL BE HDPE OR RCP UNLESS NOTED OTHERWISE. J� PROPOSED TYPE A INLET BY PARK EQUIPMENT OR EQUAL 1� PROPOSED STORM MANHOLE. 140 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 QLOCK THE NATURAL FLOW OF WATER ACROSS ADJACENT AND CONTIGUOUS PROPERTIES. VLK020, Detention Storage Calculations EXISTING IMPERVIOUS AREA: 0.00 ACRES PROPOSED IMPERVIOUS AREA: 0,32 ACRES IMPERVIOUS INCREASE: 0.32 ACRES Top Area (SF) Depth (Ft) Vol (CF) Vol (Ac-Ft) A 2376 0.6 396 0.009 B 2863 0.5 477 0.011 C 3270 0.5 545 0.013 Volume 1418 0.033 Size (I n) Area (SF) LF 12 0.79 123 Inlet/MH Storage Inlets Vert. Ft (Each) w10 Pipe 3 3.1 2.1 Total Volume Provided (Ac-Ft) DETENTION RATE PROVIDED: Vol (CF) Vol (Ac-Ft) 97 0.002 Vol (CF) Vol (Ac-Ft) 101 O�002 1615.97 AC -FT 0.12 AC-FT/ACRE INCREASEDIMP V L K I A It C H I T E C T S WD Engineering 4: i Mtitllry Stimot �,M,,,�tinn.Teyan Mure Mhis Ph'mle: 713,426.3477 OF ............. % IWILLIAM DAVIS WILKINSON ISSUED: JANUARY 20,2011 Rwebbn ft MroanT SJA Deslow TDK RmIL Cw& TDK 1 Na-ww'vil syr QL%Iksf Contnxw 2921.02, 2921.03 PAVING, GRADING, AND UTILITY PLAN C 1 102A ffi '� --w 7 -.0 -.0 oft dem C1 E