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HomeMy WebLinkAboutCANDLEWOOD SUITES SITE PLAN- - -- --------_-- - Lr) z m I 14- 1 ,gz 9: 1 9z '9z 00 CN _40 ;z i '9z '9Z 0) I Go II it 11 11 II II II II II 9z gz gz '9z gz '9z gz gz gz gz gz '9z 11 L — — — — — — — — — — — — — — — — — — — — — — — — — - — - — - — - — - — - — - — - — - — — - — - — - — - — - — - — - — - — - — - — - — - S. 12TH STREET (601 R.O.W. (UNIMPROVED R.O.W) IN 9 Lq S T04!1W W — 400.00' all Eli i W �X 1 83 1 82 1 20 81 1 80 1 79 1 78 773g 76 175 1 74 1 73 1 72 1 71 1 70 1 69 6B (D O O I PI (D 3: op (D Q 0 W Lo q iE CC CID n CID i I wo coil co o �.l 10 > E) Uj I W 0 0 10 50 149 1 48 1 IS471 46 1 45 144 �43 42 141 140 PROPOSED 4 84 185 186 1874r8l 88 81 �10 111 112 113 0.0❑ Lj__ C-4 co CN 19z '9z '9z '9z gz _J I _: - — - — - — - - — - — - — - — - — —10, emwif—LWE O 66 65 64 63 62 61 60 59 58 57 56 55 54 53 1 M CD 4- d b �2&26 Ln IN 3: E 14 30 29 Uj 39 38 37 36 35 34 33 32 3 10101 -1 + LLI + 0 > C6 1 CNI z le 0 111 UNIT HOTEL _74.64— C%J �r z Ik U� LO 1 co rim I r 10M V i co Z _j 94 95 96 97 1 98 1 99' 100 101 102 103 104 W W I T (0], MON.- MMEEMEN ids �g %30 U 0 IMP" 11W I�FMW7.� P/ TP=13.3711\ �—�Tlvl SWR MH % 14.25 S. 13TH STREET (• 80'R.O.W) TYPE "C' INLET 10 TO BE IMPROVED BY THE DEVELOPER (VOLUME 60, PAGE 112, H.C.D.R) 7� TYPE "C' INLET 24"FL=10.40 S T4!18' E ow 400.00' ------------------------------- ------------------------------------ 3Nrl OM01M tozi 5C Uj > Uj Uj j < 1- 7 - - - - CD I 0T) CD 0-) In CD X o F 7 r- 9z L-Li LL_ 04 04 L -1 NIM NOUN3130 01 U014 .*Z ------------------ VICINITY OF 6�......................... !.3 S. CARNES, JR. .............................. ; 46041 Zf; ............ ON tI 1'%9/OIVAL AIA rn DESIGN ENGINEERING COMMERCIAL RESIDENTIAL INSPECTIONS CARNES ENGINEERING, INC. 12605 I.H. 10 EAST BAYTOM, TEXAS 77520 (281) 385-1200 (281) 385-0920 FAX CARENG.NET VMW.CARNESENGINEEFUNG.COM z CF) W LU CV Q� NAME OF DEVELOPMENT: CANDLEWOOD SUITES LA PORTE U) W TYPE OF DEVELOPMENT: MOTEL COMMERCIAL C13 ZONING TYPE: GC LU ADDRESS: 1250 SOUTH THIRTEENTH STREET 0 W W W LEGAL DESCRIPTION: HOME PORTE SUBDIVISION, COMMERCIAL RESERVE T, LOTS I THRU 32, a- 1:0 Lo X C/) Z CO W BLOCK 1135, AND ABANDONED 16'PUBLIC ALLEY PER CITY OF LA PORTE ORDINANCEI 2004-2800 W 2 TOWN OF IA PORTE, 2.44 ACRES OUT OF THE JOHNSON HUNTER SURVEY, A-35, IA PORTE, HARRIS COUNTY, TM 0 F- LU ' =) T- AREA: 106,400 SQ.FT.-2.44 AC. o W z e W L_ Z �e Uj OWNER: MAHALAXMI HOSPITALTY INC. 0 F_ 0 DEVELOPER: SAM GANDHI U) 0 0 SCALE: I"=30' LU P _j LLJ 0 0 < ­3 ca CL 0 ENGINEER: D. SPENCER CARNES, P.E. F_ 0 0 z LANDSCAPING CALCULATIONS z cl� 0 0 W CL in TOTAL AREA DEVELOPED 106,400- < COVERED AREA 14,913 3: z 91,487 X .06 5,489 C) A M LANDSCAPING REQUIRED 5,489 SOFT U-) LANDSCAPING PROVIDED 6,987 SOFT C\1 IL LANDSCAPING LEGEND 1. TREES TO BE LIVE OAK (3 INCH CALIPER MIN., 6 FEET IN HEIGHT MIN.) 2. SHRUBS TO BE INDIAN HAWTHORN, DWARF VARIETY (WHITE OF PINK), 5 GALLON OR BIGGER (18 INCH TALL MIN.) OR THE EQUIVALENT, HEDGEROW TO BE 3 FEET HIGH MIN, WITHIN 2 YEARS OF PLANTING. TREE SHRUB (D 3. 4' MIN. PLANTING STRIP PROVIDED ALONG REAR PROPERTY LINE ABUTTING RESIDENTIAL DISTRICT COMPOSED OF A COMBINATION OF TREES AND SHRUBS. z PARKING CALCULATIONS 4 SPACES MINIMUM PLUS 1PER ROOM AND 1 PER EMPLOYEE 111 ROOMS = 111 SPACES Lij 10 EMPLOYEES = 10 SPACES TOTAL REQUIRED = 125 SPACES SPACES PROVIDED 130 W 0 0 DETENTION iz LESS THAN 3 ACRES (0.2 AC-FT/AC) (2.44 AC,) (0.2 AC-FT/AC) 0.48 AC -FT REQUIRED = 0.48 AC -FT 0 M PROVIDED = 0.63 AC -FT BENCHMARK/FLOOD NOTES 1, THIS PROPERTY IS NOT WITHIN THE 100 YEAR SPECIAL FLOOD HAZARD• L AREA AS INDICATED BY F.E.M.A. COMMUNITY NO. 485487, PANEL 0945J, BENCHMARK DATED JUNE 18, 2007, ZONE X = C. 2, ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE - USC & GS NORTH AMERICAN DATUM OF 1927. THE CITY OF LA PORTE SURVEY MARKERS L.P.S.M. NO, 33 AND L.P.S.M. NO. 35 ARE USED FOR BASIS OF BEARINGS, 3. GRADE AND CONTOUR LINE ELEVATIONS ARE BASED ON THE CITY OF LA PORTE SURVEY MARKER L.P.S.M. NO. 33, ELEVATION = 14.13 FEET, NGS SEA LEVEL 1929 DATUM, 1978 ADJUSTMENT. CONTOURS SHOWN AT ONE FOOT INTERVALS, DRAWN BY: MM DATE: 07-10-07 4. THE ENTIRE ALLEYS IN BLOCK 1135, BLOCK 1136 AND BLOCK 1137 AND THE PORTION OF 14TH STREET RIGHT-OF-WAY BETWEEN BLOCK 1135 AND SCALE: 1 30 CHECKED BY: S.C. BLOCK 1137 ALL IN THE TOWN OF LA PORTE, HARRIS COUNTY, TEXAS PERMANENTLY VACATED, ABANDONED AND CLOSED BY ORDINANCE 2004-2800, REVISED BY: DATE: THE CITY OF LA PORTE, TEXAS. SITE PLAN ACCURACY CERTIFICATE ENGINEER: D. SPENCER CARNES, P.E, 1, D. Spencer Carnes, P.E., am registered under the laws of the State of Texas SEAL to practice the profession of engineering (or surveying) and hereby certify that the above plot or site plan is true and correct; and that all bearings, distances, angles, curve radiuses, and central angles are accurately shown on the plot. D. Spencer Carnes, P.E. Texas Registration No, 46041 CITY APPROVING AUTHORITY CERTIFICATE This i;, to certify that the City of Lo Porte, Texas has approved this site plan and develophient of CA LEWOOD SUITES HOTEL in conformance with the Ordinances of the Ci)y of r DRAWING NUMBER 1 OF 3 Director, O o� (0 i"1 1 O N ■ cl) Lo F=- 000 L c.i Q �O i z _ v N tn 4 PROP EED PM w SCOEDA S - k )RNEWAY_ 25.00 W z J PROP. STORM INL T PROP. 24 ' HDPE.-j STORK SEWER i . 10.55 f 20P. 10" RESTICTOR GROUT BOTH SIDES 8. r S X04118" W . 400.00" I I- .. .. � � - 10' BUILDING ONE i 1 1 i TP=13.3711 � 'STM SWR MH 11 ` TR= 14.25 S. 13TH STREET (801 RmOa W) TYPE "C' INLET 24 FL=10.37 _ TO BE IMPROVED BY THE DEVELOPER 11 47.9' CONC. PVMT. EXISTING CURB INLET `24" HDPE STORM SEWER FL 10.37 PROP. 24" HDPE STORM SEWER FL 10.00 STORM SEWER CONNECTION SCALE: N.T.S. EXPANSION JOINTS NOT TO EXCEED 20' SUBGRADE STABILIZATION 6% LIME STABILIZED 6" STABILIZED SUBGRADE COMPACTED A MINIMUM OF 95% MODIFIED PROCTOR DENSITY (ASTM 0-698). CONCRETE SHOULD BE 3000 PSI CONCRETE WITH REINFORCEMENT AND THICKNESS AS DESIGNATED. #4ONC. PVM'T 3 0 18" O.C. EA. WAY LIME STAB. SUBG. i_ TYPICAL 5" CONC. PVM'T (PARKING AREA) SCALE: NTS #4 0 12" O.C. EA. WAY 9: LIME STAB. SUBG. PV ONC. M'T 3• i J 6 BASTE STABIUZED COMPACTED, �BGRAD TYPICAL 6" CONC. PVM'T (DRIVING AREAS) 0 CO w w VJ z I DRAINAGE AREA KEY mom,�® ©MIN wwom• �[Ili:�iE•1�Z1� • EPA DA1= 15533,24/43560=0,35 ACRE DA2= 25421.03/43560=0.58 ACRE DA3= 19336.07/43560=0.44 ACRE DA4= 15044.43/43560=0.35 ACRE DA5= 19428.40/43560=0.44 ACRE DA6= 11637.26/43560=0.26 ACRE 100 YEAR EVENT TC = 10 (A)1761 + 10 MIN A = 2.44 ACRES TIC = 10 (2.44)'1761+ 10 MIN = 11.16 MIN I = B/(TC+D)e .75 1 = 125.4/(11.16+21.8) 1 = 9.2 IN/HR PREDEVELOPED Q100 = C 1)(A) Q100 = (0.30)(9.20)(2.44)= 6.73 C.F.S. POSTDEVELOPED Q100 = (C)(1)(A) Q100 = (0.85)(9.20)(2.44)= 19.08 C.F.S. DETENTION SUMMARY 1. AREA SERVICED.......................... .............................................. 2.44 ACRES 2. DETENTION STORAGE RATE = Cs ^........ ^ ^ ^ ^ ......"'•"'• 0.20 ACRE-FEET/ACRE 3. DETENTION STORAGE VOLUME REQUIRED '^ ..... I•'••"•• 0.48 ACRE-FEET 4. DETENTION STORAGE VOLUME PROVIDED ••'•^'....... I ...... I.......... 0.63 ACRE-FEET 5. MAXIMUM DESIGN WATER SURFACE ELEVATION ......•• ^..... 36.00 (79-- ADJUSTMENT) 6, MAXIMUM OUTFALL RATE ALLOWED " "' ""'............... .... ...... 6.73 CFS 7. MAXIMUM OUTFALL RATE PROVIDED ^ ^••••^•••••.............. 6.44 CFS 8. RESTRICTOR SIZE.................................................................. 10 INCHES 9. AREA OF IMPROVEMENT ... • ..... ...................•.... 2.04 ACRES DETENTION PROVIDED IN PAVING @ 0.5' DEEP X 55195FT! 0.63 AC -FT ORIFICE D 52 D= 6.73(3 /4 2.2(H) �� 2.25 3 D=5_01 3.64 D=0_88 USE 10" RESTRICTOR A o�Q �OF CONSTRUCTION JT. OR CONTROL JT. SAWED JOINT FACE i/4' CONC. PVM'T. SAWED JOINT, SEE BAR OR USE A FLANGE COUPLER 1_ SEALING DETAIL SPLICE SYSTEM AS MANUFACTURED 1/4' BY REBAR COUPLER BOX, INC. T/2 15 15. CONCRETE PAVEMENT D SEE SPECS. -i SCALE: NTS JOINT COMPOUND AS RECOMENDED BY MANUFACTURER BACKER ROD SIZE - SEALING DETAIL SCALE: NTS UVAN 7� 7 DESIGN ENGINEERING COMMERCIAL RESIDENTIAL INSPECTIONS CARNES ENGINEERING, INC. 126051.H. 10 EAST BAYTOWN, TEXAS 77520 (281) 385-1200 (281) 385-0920 FAX CARENG.NET VW W.CARNESENGINEERING.COM F. r z /\ W LU N 00 U)q LU (f) > O f_ = O w U)Lu 7C W C z a. m M H uj LU W W T O F- U h 0 w �W _jpU Q m a- cn z = �� g� U �a = O L0 0 eJ N UV uj V Q z z g a o Lu Q z z > Q n BENCHMARK: DRAWN BY: MM DATE: 07-10-07 SCALE: 1" = 20' CHECKED BY: S.C. REVISED BY: DATE: ENGINEER: D. SPENCER CARNES, P.E. SEAL OF ............... .............. D. S. CARNES, JR ............•.................. '.. 46041 G -2z-67 DRAWING NUMBER 2 OF 3 ,HIV NCIA a 11 I I Et. i i 1 sz sz sz sz sz sz sz 1sz sz sz sz 1 a sz sz z ,sz ,sz ,sz o. ,c P —'—'—'�""—'—'—'—'—'— —•—•— — '—I2 W.L (EXIST) ;EXISTING FIN 1- 12 X 6' T.S. & VALVE � ! 1- 12" X 3• T.S. &VALVE l a °O FOR IRRIGATION SYSTEM o 12TH STREET C 60'R,O,w) • � NOTE; THE FIRE SERVICE I I LINE TO INSTALCONTRACTORNTRACTORS■ 8 ) o^ I w W " PROP 60LF SCH40 1 WATER LINE ( UNIMPROVED R.O.W.) 1- 6' X 6k 6" (TEE) 1 Z PROP 6OLF SCH40 3" WATER LINE I- 8" W.V. W/80X I i z@ c 9 1- 6 FH. I s� � I I I os N e J S 3'04' 18" W— 400.00' LO U"i Ii H s 12 ' W.M. i— i " W.M. FOR IRRIGATION 1 / I 2 3 X 2 REDUCER — IRRIGATION DESIGN BY OTHERS 10, BUI INC LINE i I - - - - • - � iNWED ■PWE E w SOmtE WOM I ( I ) z I 1 I 0J ■ 1 n (g W I ( 3 ; 0Sim ( 1 1 n19 I ■ ROPMED j I BYMx"�`�rE, I C"I I ry 1 LAJ ' N I ! o � � I I PROP 125LF SCH40 3" WATER LINE I o WM s a 1 N I 1 0 I I ( vJ �-- 0o I G ❑ I i W > EXISTING FH I i uiCD O C1 CV I PROP FDC Q {.,{. Q 1 I'-^ i I O N PROP SAMPLE WELLN I v) Z i■ -I--'--'--- --------- 1/ I C:1 I [0PROP GAS LINE I Z) 0 I SIZE TO BE DUE MI ED BY CONTRACTOR L I A _ �3 = Z 1 = CO �.■ 00 F- '0^ PROPOSED 4 STORY 111 UNIT HOTEL i PEA i� J 1 yJ o L I j I W \ q ' 0 1 . 0 i \ 00 O�DT) QO 1 (� a U) ! 'I Z Z \ \ I W I LLL. i i = PROP SAN SWR MH \��A i�FL12"N=7.00 ! 'I ! I I I PROP .H. >m !I MONUMENT SIGN I i I 1 I ! I� ! IM ! I I d- I ! 29oe u I M� j EXISTING fH R GoI 1� s00 \ UNDERGROUND POWER \ % — 1 FLAG POLE \ 0-- 2 BUILDING LIRE_ \\$ \ PROP 12" SAN SWR (TO BE INS LLED DURING 13TH STREET CONSTRUCTION)\\ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — a POLE MONUMENT SIG "N P 6R o TP=13,371I STM SWR MH II \ TR= 14.25 STREET 13THS■(801 R■O■W■) TYPE "C' INLET _ 24 FL=10.37 TO BE IMPROVED BY THE DEVELOPER (VOLUME 60, PAGE 112, H.C.D.R) I1 S 3*4'18" E N 400.00' -_ TYPE "C' INLET 24"FL=10.40 u wo x"ar zEaE°Eo wn u PPE EMU WtliE9 PPE LATERAL STRAP —ON SADDLE 4 WATER MAIN METER BOX CURB STOP (MUST MATCH METER SIZE) CORPORATION � 1��� 5.11E COCK MUELLER No. 15000 SDR-9) OR EQUAL TYPICAL WATER TAP DETAIL FINISH GRADE DESIGN ENGINEERING COMMERCIAL RESIDENTIAL INSPECTIONS CARNES ENGINEERING, INC. 12605 I.H. 10 EAST BAYTO WN, TEXAS 77520 (281) 385-1200 (281) 3854920 FAX CARENG.NET V, /W.CARNESENGINEERING.COM W w N 00 '^ ' ^ > O vQJ �LLJ�, O //► W i— Q� W r- 0. co ul K W n V. 0� ��UH=O TO BLDG U V, R w f- ._.I L u O5 O Q -i m a (n w— U o ODU S�pWN ivp RAI BACKFlIMRRANT(ERIIALp ASSTRENCH ANDA D O AIL z ;1y gyp: ✓%T`�(�, CEMENT STABILIZED SAND LL "NIN J F- BENCHMARK: DRAWN BY: MM I DATE: 07-10-07 SCALE: 1 ° = 20' CHECKED REVISED BY: DATE: ENGINEER: D. SPENCER CARNES, P.E. SEAL *.............. ............ D. S. CARNES, JR. ...............................:.. 46041 a-W-.6-7 DRAWING NUMBER 3 of 3