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HomeMy WebLinkAboutCARL'S JR. SITE PLANSITE PLAN NOTES E 1. ALL UIMCIIJIVIY° AMC IAKUV IV rAUL Vr UUM0 VK bUILUINU 10. rKUV1Ut CAVANNUN JUNI MAIMAL Al ALL LUUAIIUNb WKtKt UNLESS OTHERWISE NOTED. CURB AND GUTTER ABUTS OR IS ADJACENT TO WALLS. 2. CONTRACTOR SHALL VERIFY DIMENSIONS AND NOTIFY ENGINEER 14. AUTOMATIC UNDERGROUND IRRIGATION SYSTEM MUST BE OF ANY DISCREPANCIES. PROVIDED. CONTRACTOR TO PROVIDE SLEEVING FOR UNDERGROUND IRRIGATION SYSTEM AND COORDINATE WITH - 1 3. USE DIMENSIONAL INFORMATION GIVEN. DO NOT SCALE IRRIGATION PLAN. DRAWINGS. 15. ALL HANDICAP PARKING SPACES SHALL HAVE SIGNS AS 4. CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND PROTECT INDICATED ON THE PLANS AND AS PER DETAILS. ALL EXISTING SITE IMPROVEMENTS AND UTILITIES DURING CONSTRUCTION OPERATIONS. 16. LIGHT POLES OR SIGN POLES ARE NOT ALLOWED IN PARKING OR DRIVEWAY PAVEMENT AREAS. COORDINATE LOCATIONS WITH 5. ALL WALKWAYS LEADING TO ENTRANCES ARE TO BE CENTERED LANDSCAPE PLAN. ON DOORWAYS UNLESS OTHERWISE NOTED. 17. CONTRACTOR TO PROVIDE CONDUITS FOR SITE LIGHTING. 6. AT LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW PAVEMENT, CONTRACTOR SHALL BLEND NEW PAVEMENT TO 18. PIERS FOR LIGHT POLES SHALL NOT BE ABOVE CURB. EXISTING CONDITIONS. PAVEMENTS SHALL ALIGN BOTH ••'� VERTICALLY AND HORIZONTALLY. PONDING AT JOINTS WILL NOT 19. ALL LIGHT POLES WILL BE A MINIMUM THREE (3) FEET BEHIND BE ACCEPTABLE. ANY CURB. 7. PROVIDE MINIMUM 1/8" PER FOOT CROSS SLOPE IN DIRECTION 20. CONTRACTOR MUST OBTAIN, READ, AND COMPLY WITH ALL OF SURFACE DRAINAGE ON ALL WALKWAYS. GEOTECHNICAL RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT PREPARED BY: TERRACON. 8. WHERE NEW CONCRETE PAVEMENT MEETS EXISTING CONCRETE OR VERTICAL SURFACES PROVIDE 1/2" EXPANSION JOINT. 21. ALL CURB AND GUTTER LOCATED AT ACCESSIBLE PARKING WHERE NEW CONCRETE PAVEMENT MEETS EXISTING ASPHALT, SPACES SHALL BE SPILL ONLY. SAW CUT EDGE OF ASPHALT AND BUTT NEW PAVEMENT TIGHT. • SCORING JOINTS SHALL MATCH EXISTING CONDITION WHERE NEW 22. ALL LIGHTING IN THE PARKING LOT SHALL BE HOODED AND CONCRETE PAVEMENT REPLACES EXISTING OR. ABUTS EXISTING SHALL NOT BE VISIBLE FROM THE NEIGHBORING RESIDENCES IN CONCRETE PAVEMENT. COMPLIANCE WITH SECTION 106-521(c). 9. FINISH ON CONCRETE SHALL BE PERPENDICULAR TO TRAFFIC 23. SEPARATE IRRIGATION AND SIGN PERMITS ARE REQUIRED FROM FLOW. THE CITY. 10. WHERE NEW ASPHALT PAVEMENT MEETS EXISTING ASPHALT, 24. GENERAL CONTRACTOR IS RESPONSIBLE FOR MAKING SEWER SAW CUT EXISTING ASPHALT. ALL NEW PAVEMENTS SHALL TAP INTO EXISTING SS MANHOLE. CALL PUBLIC WORKS AT (281) MEET EXISTING FLUSH. 471-9650 FOR INSPECTION. 11. PARKING LOT LINES AND TRAFFIC CONTROL MARKINGS SHALL 25. OWNER/DEVOLOPER SHALL BE RESPONSIBLE FOR THE BE PAINTED ON PAVEMENT WITH MINIMUM 4" WIDE LINES OR AS MAINTENANCE OF THE DRAINAGE DITCH AT THE REAR OF THE SHOWN ON PLANS. PROPERTY. 12. ALL COMPACT SPACES AND AISLES SHALL BE SIGNED OR 26. DRAINAGE, DETENTION, AND DRAINAGEWAY MAINTENANCE SHALL MARKED "SMALL CAR ONLY". BE THE RESPONSIBILITY OF THE OWNER/DEVELOPER. SITE DATA TOTAL SITE AREA 35,000 S.F. 0.80 A.C. TOTAL GROSS S.F. 2,911 S.F. PROPOSED USE RESTAURANT STORIES 1 HEIGHT 28.00' FIRE SPRINKLER PROTECTED NO FINISHED FLOOR 24.75 ZONING GC TOTAL IMPERVIOUS COVER 22,197 S.F. 0.51 A.C. PERCENT OF TOTAL SITE IMPERVIOUS COVER 63.4 % USE REQUIRED PROVIDED STANDARD HANDICAP 11 TOTAL RESTAURANT - 10 SPACES PER 1000 SQFT - 2,911 SQFT 29 33 2 35 L Grandvie Memorial Park Bethany W �Q Cemetery SITE AY HIGHW Lu Cemetery SP CE _R w - - w Q Qy } In o BEE HA N Q m BANDRID Y. U ¢ �O � e I a x a w Willm m 0 Iz E m 2 LAJ 3 It W 3 0) C 0 z -� I 1 a W m 0 SFIELD. 0 UNTE N. � a.O I. z O 0� I o LOCATION MAP C4 0) -J NTS a I FLOOD STATEMENT O THIS TRACT IS IN FLOOD ZONE X AND NOT WITHIN THE 100-YEAR FLOOD PLAIN ACCORDING 3o TO THE FEMA MAP #48201CO94OL, DATED JUNE 18, 2007. ` C I CITY APPROVING AUTHORITY CERTIFICATE THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF CARCS JR. IN CONFORMANCE RDNANCES OF THE CITY OF HI LA PORTE. • v) BY: ECTOR, LANNI EPARTMENT SITE PLAN ACCURACY CERTIFICATE H 1, BRYAN ERIC MOORE, AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO 0 PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT ABOVE PLAT IS TRUE AND CORRECT; AND THAT ALL BEARINGS, DISTANCES, ANGLES, CURVE RADIUSES, AND Y CENTRAL ANGLES ARE ACCURATELY SHOWN OF THE P T. d Ld BIRYM ERIC MOORE TEVAS REGISTRATION NO. 98920 uj V) ATTENTION THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE EXISTENCE OR LOCATION OF ANY SURFACE OR 0 SUBSURFACE STRUCTURES. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL AGENCIES AND/OR I OWNERS TO VERIFY THIS INFORMATION. CONTRACTOR SHALL CONTACT THE TEXAS EXCAVATION SAFETY Lj SYSTEM (DIG TESS) AT (800/344-8377) AT LEAST TWO FULL WORKING DAYS BEFORE COMMENCING ANY d- SUBSURFACE WORK OR ANY OTHER WORK THAT WOULD AFFECT UTILITIES. yALL CONSTRUCTION MATERIALS AND TECHNIQUES SHALL CONFORM TO CURRENT CITY OF LA PORTE O STANDARD SPECIFICATIONS. � Vo=l L/ kic Copyright © 2011. NO PART OF THIS SITE PLAN MAY BE REPRODUCED OR E DISTRIBUTED IN ANY FORM OR BY ANY MEANS, OR STORED IN A DATA BASE OR RETRIEVAL SYSTEM, WITHOUT THE PRIOR WRITTEN PERMISSION OF CONSORT, INC. TYPE OF DEVELOPMENT PLANT LIST RESTAURANT BOTANICAL NAME COMMON NAME ZONING SYMBOL QUANTITY SIZE GC - GENERAL COMMERCIAL PROPERTY DESCRIPTION0.80 ACRES OUT OF THE WILLIAM M. JONES SURVEY A-482, HARRIS COUNTY, TEXAS (SUBDIVISION IN PROCESS CONCURRENTLY - SPENCER AT CANADA RESERVE) OWNER STERLING SQUARE CO. 9798 BELLAIRE BLVD. STE. C HOUSTON, TX 77036 512-469-0500 DEVELOPER BURGER BARONS, INC. MARK VON WAADEN (512) 401-6550 BUILDING DESIGN STANDARDS 100% MASONRY/GLASS PRODUCTS REQUIRED ALONG MAJOR THOROUGHFARES. PARKING STANDARD SIZE IS 9'x18' FOR REGULAR AND 14'40' FOR ACCESSIBLE. MANEUVERING ISLE WIDTH FOR 90 DEGREE PARKING IS MIN. 25'. MANEUVERING ISLE WIDTH FOR 60 .DEGREE PARKING IS MIN. 18'. GREASE TRAP A MINIMUM OF 6" CLEAN OUT AND SAMPLE WELL ARE REQUIRED NEAR THE BUILDING. BUILDING TYPE VB (2009 IBC) rTa7G13 ✓:S 5 QUERCUS MUHLENBERGII CHINQUAPIN OAK SINGLE TRUNK; DARK GREEN: MATCHED; CONTAINER• FULL CROWN; HEALTHY; PLANT AS b`HOWN 30' GALLON; 2" CAL MIN. W-10' HT 4'-5' SPREAD MIN. BRANCHES TO BE MAINTAINED SO THAT A CLEAR AREA OF VISIBILITY BETWEEN THREE AND SIX FEET MEASURED VERTICALLY FROM ADJACENT PREVAIING GRADE IS MAINTAINED. QUERCUS SHUMARDII SINGLE TRUNK; DARK GREEN; RED OAK MATCHED; CONTAINER; OSHUMARD ° 5 30' GALLON, Y CAL MIN. FULL CROWN; HEALTHY; W-10' HL, 4'-V SPREAD MIN. PLANT AS SHOWN QUERCUS MRGINIANA SINGLE TRUNK; DARK GREEN; LIVE OAK MATCHED; CONTAINER; O 3 30" GALLON; Y CAL MIN. FULL CROWN; HEALTHY; W-10' HT, 4'-5' SPREAD MIN. PLANT AS SHOWN ULMUS CRASSIFOIJA SINGLE TRUNK; DARK GREEN; CEDAR ELM MATCHED; CONTAINER; 8 30' GALLON; 2' CAL. MIN. FULL CROWN; HEALTHY; 8'-10' HT, 4'-5 SPREAD MIN. PLANT AS SHOWN 34 LEUCOPHYLLUM FRUTESCENS 15EXGA SAGE FULL; HEALTHY; BRIGHT GREEN; PLANT AS SHOWN LF 2 r HT, 24' SPREAD (MIN) MYRICA CElBFERA 76 DWARF DWARF WAX MYRTLE FULL: HEALTHY; DARK GREEN; 5 GAL PLANT S O.C. MC 24' HT, 24" SPREAD (MIN) MYRICA CERIFERA 26 SOUTHERN WAX MYRTLE FULL; HEALTHY; DARK GREEN; 5 GAL PLANT 3' O.C. MY 24" HT., 2r SPREAD (MIN) EUONYMOUS JAPONINCA 'SILVER KING' SILVER KING ELIONYMOUS FULL; HEALTHY; DARK GREEN; 64 5 GAL PLANT 3' O.0 EJ 18" HT, 18" SPREAD (MIN) EUONYMOUS JAPONINCA 'MICRO' O DWARF EUONYMOUS FULL; HEALTHY; DARK GREEN; 12 5 GAL PLANT AS SHOWN EM 12' HT, 12' SPREAD (MIN) HESPERALOE PARVIFLORA 0 RED YUCCA FULL; HEALTHY, DARK GREEN; 49 5 GAL PLANT AS SHOWN HP 18' HT., 18" SPREAD (MIN) NANDINA DOMES71CA 'NANK DWARF PURPLE NANDINA FULL; HEALTHY; DARK GREEN; 21 5 GAL PLANT AS SHOWN NO 12' HE, 12" SPREAD (MIN) URIOPE MUSCARI 17 URIOPE FULL; HEALTHY; DARK GREEN; 1 GAL PLANT AS SHOWN LM 8" HT., 8' SPREAD (MIN) PITTOSPORUM TOBIRA 'WHEELERS DWARF 12 WHEELER DWARF TOBIRA FULL; HEALTHY; DARK GREEN; 5 GAL PLANT AS SHOWN PT 127 HT, 12- SPREAD (MIN) LANTANA MONTEWOENSIS FULL; HEALTHY; DARK GREEN; + + +++ + * 232 TRAILING CANTINA PLANT 6' D.C., TRIANGULAR 1 GAL 8- HT, 8" SPREAD (MIN) SPACING LA CYNODON DACTYLON REFER TO NOTES SHEET FOR BERMUDA # BERMUDA HYDROMULCH APPLICATION SPECIFICATIONS SOUD SOD AS INDICATED AND GRASS &SOLID SOD ON SLOPES 3:1 OR GREATER AVAILABLE FROM: CUSTOM STONE SUPPLY 120 S.F. BROWN LANDSCAPE GRAVEL 5/8"-1 1/2" SUPPLY (713 937-3966 - 'HILL COUNTRY FLAGSTONE AVAILABLE FROM: CUSTOM STONE SUPPLY 324 S.F. 1"-1 1/2' THICKNESS, 1Y-18' WIDTH SUPPLY (281) 937-3966 MOSS BOULDER AVAILABLE FROM: CUSTOM STONE SUPPLY 8 MIN. BOULDER SIZE 24' WIDE, 12" HT., 38" LONG. LARGE BOULDER SIZE 36'-48' WOE, 24'-36" HT, 48" LONG. SUPPLY (281) 937-3966 BOULDERS SHALL BE APPROVED BY DESIGN ' LANDSCAPE ARCHITECT BEFORE INSTALLATION•, (CALL 512-469-0500). 1 ° NOTES O EXISTING 10' WATERLINE EASEMENT, CITY OF LA PORTE, H.C.C.F. NO. N175423 W/ EXISTING 12" WATERLINE. O EXISTING 10'x5O' SW BELL TELEPHONE COMPANY EASEMENT H.C.C.F. NO. E079902 OINSTALL ASPHALT PAVING IN PARKING AREAS AND DRIVE AISLES 4O EXISTING CONCRETE SIDEWALK O INSTALL CURB AND GUTTER (TYP.) OINSTALL WHEEL STOPS (TYP.) 7O EXISTING FIRE HYDRANT 8O INSTALL PAINTED ARROW (TYP.) O EXISTING 24" RCP STORM INLET 10. PROPOSED DUMPSTERS AND ENCLOSURE REF. ARCH. PLANS 11. PROP. RESTROOM SEWER LINE TIES INTO PROPOSED SEWER LINE AFTER GREASE TRAP 12. CONNECT PROPOSED 6" PVC WASTEWATER LINE TO EXISTING SANITARY SEWER MANHOLE, HE = 17.58 13. EXISTING 8" SANITARY SEWER LINE 14. EXISTING 8" WATER LINE 15. PAINTED PARKING STRIPE (TYP.) 16. EXISTING 24" RCP STORM LINE 17. EXISTING OVERHEAD POWERLINE (TYP.) 18. INSTALL 1,500 GALLON GREASE INTERCEPTOR. 19. PROPOSED NATURAL GAS METER BY LOCAL UTILITY 20 INSTALL 14" WATER METER AND FEBCO RPZ BACKFLOW PREVENTER 21. INSTALL 2" DOMESTIC WATER LINE 22 INSTALL 6" SANITARY SEWER ® 1% MINIMUM PROPOSED 4" ROOF DRAIN LOCATION. ROUTE PRIMARY BELOW GRADE THRU CURB �F •+y 24 CONNECT TO EXIST 12" WATER MAIN WITH 12"x2" SERVICE CONNECTION TAP AND VALVE • � art APPROXIMATE NUMBER ONLY. CONTRACTOR TO FIELD VERIFY EXACT QUANTITIES WITH LANDSCAPE ARCHITECT. • 25 2 DOMESTIC WATER TO BUILDING REF MEP FOR CONTINUATION NIA •311 - r ��1�pi �.T�..r1T-t--r.--►'=r►ZtS.ir-�'':,rii� I Ire",%.y�.`.��a_��4►...'�OfA!/�l;••i���i'iO.i���:•-�'�i�� •� �,�;'iZi3°?�".�313.i3-li�r�i31iil�r.� %.Q.'I 1 �YlS' , 175. \ • .ask l�. :. -wG= • , ►. ♦ ,�►:�.. _ n j r���:c .� IiE-' �i�i�i�>J�ir7il�+.�_u tiF .... :O, � . ';` ••i ��! li�� EIERMUDM . i, �_'46 ��'�Ij''S•KL•'e� �6� 1 �I_�.'�iar,• °!'?� �t►1 RIv7 -�i•IQ �� � I �,� :° • 26 27 6" WASTEWATER STUB, IE = 20.75 REF MEP FOR CONTINUATION INSTALL 4" CONCRETE SIDEWALK '' 28 BUILDING OVERHANG (TYP.) 29 INSTALL CURB RAMP 30 REMOVE EXISTING CONCRETE CURB AND GUTTER AND CONSTRUCT 25' DRIVEWAY WITH CONCRETE APRON IN ROW 31. REMOVE EXISTING CONCRETE DRIVEWAY, CURB AND CONSTRUCT 35' DRIVEWAY WITH CONCRETE APRON IN ROW 32 INSTALL SANITARY SEWER CLEANOUT FLUSH w/GRADE (TYP) 33 INSTALL 12" STORM OUTLET W/ CONCRETE END TREATMENT FL=19.85' 34. INSTALL 12" RCP STORM LINE 0 1.00% 35 INSTALL CONCRETE RIBBON CURB - -. - - - - -- - 36 INSTALL LAY DOWN CURB TO MEET RIBBON CURB - -- - - 37 INSTALL CONCRETE DRAINAGE FLUME wv - 38. NOT USED 39. INSTALL 24"x24" CATCH BASIN TG=22.20' FL=20.20' 8REMOVE 8 EXIST CONC. SIDEWALK, CURB AND GUTTER, AND CONSTRUCT 25' DRIVEWAY • PER TO CITY OF LA PORTE STANDARDS. 41. PROPOSED 2" GAS SERVICE. INSTALL 4" SLEEVE 2' BELOW GRADE UNDER DRIVE THROUGH LANE AND PARKING AREA ■ 42.INSTALL ELECTRIC SERVICE cc 43 INSTALL ELECTRIC METER 4. 21.71 l 48 PLANTING .i' W W 44 INSTALL ACCESSIBLE PARKING SIGNAGE (TYP) 5, 45 25 LA STRIP TYP 3 EXTENT OF Q I21. 88.00' 48 sTRIP ,;.;• .',�::` ll) _ 42 S "'; z �' 0 45. INSTALL LANDSCAPE BOULDERS (TYP.) TO APPEAR RANDOM WITHOUT PATTERN AND SET 3. 41- I 48. 6 2. I I O OIN SOIL •� 35 36 52 I PL NCF �/ 56 44 BERMUDA v I ■ I Q y Q O REMOVE EXISTING CONC SIDEWALK AND INSTALL 5' SIDEWALK STRI SOLID SOD 55 m :,' ■ z U LISOD 37 37 ~ 17. ;;:;• , ■ U ¢ Lu 47 INSTALL 1" IRRIGATION METER AND FEBCO RPZ BACKFLOW PREVENTER. . ELL I ° 5 i, ■ LL 48 PROPOSED DIRECTIONAL SIGN REF. ARCH. PLANS II �29,,.;. '• ■ � I iJ = � 49. PROPOSED MONUMENT SIGN REF. ARCH. PLANS HYDRO ULCH • 5 ` ' , s:.:'• ���� r `. ; ■ ( 50 PROPOSED DRIVE-THRU MENU BOARD REF. ARCH PLANS Z ■ (s j. _ .._�.I r r :. * 4 • 1 12-EJ BE IMUDA SOLID SOD I 27 ■ 51. INSTALL GREASE TRAP SAMPLE WELL 00 rri I Y I i 3� REMAINDER OF 52 PROPOSED PARKING AREA LIGHT POLE, SINGLE WILLIAM M. JONES SURVEY A-082 j • N• �I m I 29 i• o ';� ■ 1ACRES : (� 43 t 3. 53 PROPOSED PARKING AREA LIGHT POLE, 90• DOUBLE PROPOSED RESTAURANT i ,z1.aa 0 1 0 BERMUDA 2,911 SF.<. ■ 54 PROPOSED WHITE PAINTED CROSS WALK c) o L_.--._ SOLID SOD ■ ■cQ I m FFE. = 24.75 U- �� I o ( 25 J FLANEXTENT 5IRIP I ■ ©5 INSTALL ROLL DOWN CURB .u) t9 _i 28 16'" PECA PP 52 *.;. ■ I 56.INSTALL 18" FLAGSTONE BAND (TYP.) _, ■ 57 26 57 23 r : I 57. INSTALL LANDSCAPE GRAVEL 2 MC 11. " 58.81' ■ ■ . 35. 6' T- ___, �---� i-� BERMUDA- �V .`'. ■ -L 48 HYDROMULCH 9 I ■ i I I4-PT1 4 ■ I 32 � 2-■ LEGEND 4-LA I • : I 41 --- --L_ - - I ■ ® PROPOSED CONCRETE WALK 56 ,• , PRIVATE COMMON OPEN SPACE 0 PROPOSED CONCRETE PAVING '.i PROPOSED ASPHALT PAVING ■ 56 45 8' 46 x2t 37 TIC TOP OF CURB_ PROPOSED CONTOUR BERMUDA BC BOTTOM OF CURB ■ 22. 45 • • . �'I I HP HIGH POINT MORTAR STACK ROCK WALL HYDROMULCH 1 = *? " GRD GROUND "�' RETAINING WALL 1 56 18. 48 32 ■ R15.00 FL FLOW UNE - �� ATER LIVNE D FENCE ■ o I O ' 2-HP ''?,x ;?'r'` TO TOP OF GRATE 8-ND `;7•;s�' TW TOP OF WALL WASTE WATER LINE STORM SEWER LINE -HP '� "' 'f:+:' -O/U- OVERHEAD UTILITIES 78. 5 O 39. _ s-EM .II` •'+ v,. I PVMT PAVEMENT i r: 1;. Y MH MANHOLE DOWN GUY 51. 22. 13 MY 25.00 CID CLEANOUT o I 35 1 _ - ■ -U/u- UNDERGROUND UTILITIES O •�• a-••^• . +y REF. DET. REFER DETAIL 0 0 •.Y',.�': -G GAS LINE !•'fit ::;,.r; ■ I REF. ARCH. REFER ARCHITECTURAL PLANS ■ o I O 32 O `•i .; •, 10- - - - `. .^f. ■ R15.00 TYR TYPICAL ;' EXISTING TREE 0 1 52 CONC. CONCRETE TO REMAIN +> e; Y EXIST. EXISTING 20 BLDG SETBACK LINE " I N90.00'00"E SURVEY DATA r' /1001 EXISTING TREE 13. ---------------- - - --- - ._-- ■ 46 I --- - -- - ( TO D --------- _ - 36 ,c BENCHMARK - - - - M K - --- 16 UTILITY EASEMENT _ - - 34 12. _I _ - _:...-- ---_ _= 13. I ' �� ' ' II 90'Q TBE TEMPORARY 1`' ', SILT FENCE - --"-V -_--. - N!C-'li BANK - -- • 0 MONUMENT-R+F-I-I+'I- FILTER DIKE ..`ice- -.. - - - _.__.._fir- - ,. ,.':. 21.18 • IRON ROD FOUND - - )------V " O IRON ROD SET TREE PROTECTION FENCE 170.49' cl .,_,.:: 0 COTTON GIN BOLT EXIST. SIGN ■ / / / / / / /c / / ■ �~ ■ •EXTE• • / ■B•MUDA■ COTTON SPINDLE W/SHINER SET EXIST. LIGHT POLE %M E N / M ■ ■ ■ PLANTING i WELL LOCATION N 86°56'03" E DS DOWNSPOUTS 229.17LIMITS OF CONSTRUCTION STRIP �-.- 41 n _ r. .��_.---.-----' - II _ _ CALLED: TRACT 1_ 38.3939 ACRES-- ,r -- - - -' , .I - � � � � HAND RAILS __ 100.00 EXISTING SPOT ELEVATION _ _ 1 100.00 PROPOSED SPOT ELEVATION � ^ ^ ^ TRAFFIC GUARD L c+r aw:FIRE LANE DESIGNATION --- 1W EXISTING CONTOUR ACCESSIBLE ROUTE --""---/� - G OWNER: PECAN PLANTATION LIMITED =_ __-_- ___ -_ U II A -- -- -- Chi RECORDING: H.0.GF. NO. T807178 - _ _ -. -. - - -- -- -' "- - - �- _- -- DATED: JUNE 18,1999 I I a N k. ............................. BRYAN ERIC MOORE Q Z X J 0. W W IL I- O U cc J Z Cn J < .L Z U� Q U J W co 00 o rn 0) oco lI 1/ 1 �� N O �z . v +� o l 1 Mo 0 m .-• O cE a� d '3 W ma M F- JOB NO.: 1451-001 DRAWN BY: SCALE: 1 "=20' DATE: 06/27/11 FILE: 01-SITE_UT-LA XREF: REV./CORR: SHEET Of 2 SHEET Of 2 In w W UN N �o_O 00 J U) N �x0E- NUODCO w w Z Z N LLi N 2 00 W = m � Fq' Z a O U 0 - 0 0 ¢ - 0CC M a FLOOD C� THIS TRACT IS IN FLOOD ZONE X AND NOT WITHIN THE 100-YEAR FLOOD PLAIN ACCORDING Z TO THE FEMA MAP #48201CO940L, DATED JUNE 18, 2007. D: CITY APPROVING AUTHORITY CERTIFICATE 9 THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN Uj AND DEVELOPMENT OF CARL'S JR. IN CONFORMANCE WITH THE ORDINANCES OF THE CITY OF LA PORTE. D_ I BY: Rs PLAN ACCURACY CERTIFICATE % SITE DIRECTOR, PLANNING DEPARTMENT I}- I, BRYAN ERIC MOORE, AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO j PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT ABOVE PLAT IS TRUE AND CORRECT, AND THAT ALL BEARINGS, DISTANCES, ANGLES, CURVE RADIUSES, AND Y CENTRAL ANGLES ARE ACCURATELY SHOWN OF THE 0 ERIC MOORE AS REGISTRATION NO. 98920 w t- ATTENTION THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE EXISTENCE OR LOCATION OF ANY SURFACE OR o SUBSURFACE STRUCTURES. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL AGENCIES AND/OR I OWNERS TO VERIFY THIS INFORMATION. CONTRACTOR SHALL CONTACT THE TEXAS EXCAVATION SAFETY in SYSTEM (DIG TESS) AT (800/344-8377) AT LEAST TWO FULL WORKING DAYS BEFORE COMMENCING ANY SUBSURFACE WORK OR ANY OTHER WORK THAT WOULD AFFECT UTILITIES. yALL CONSTRUCTION MATERIALS AND TECHNIQUES SHALL CONFORM TO CURRENT CITY OF LA PORTE O STANDARD SPECIFICATIONS. (:b=jt, 1L C, Copyright © 2011, NO PART OF THIS SITE PLAN MAY BE REPRODUCED OR IT: DISTRIBUTED IN ANY FORM OR BY ANY MEANS, OR STORED IN A DATA BASE OR RETRIEVAL SYSTEM, WITHOUT THE PRIOR WRITTEN PERMISSION OF CONSORT, INC. HIDROLOCaC SIME%L1RYTABLE Proposed Conditions: Subarea Area ,Tc* 6 i25 --i100 C Q5 Q25 Q100 Asphalt % Bnilduts 4'u Concrete ^o Crass °o Total °-o Number (acres) (war) (iu 1u') (a1 lu) (a1,hr) (cfv) (cfs) (cts) P1 0.80 5.00 7.16 9,05 10.65 0.71 4.07 5.15 6.06 0.51 63.75% 0.07 8.75% 0.01 1.25% 0.21 26.25% 0.80 100.00% HIDROLOC3C SuAzLsRYT_4BIZ Existing Conditions: Subarea Area Tc* 6 L15 i100 C Q5 Q25 Q100 AsphaN % Buddaig % Concrete % Crass % Total %Number (acres) (man) Gallo) (aV11r) (inihr) (cfs) (efs) (ccs) %1 0.80 5,00 7.16 9.05 10.65 0.85 4.84 6.12 -.20 0. N 92 2590 0.00 0.00% 0.00 0.0000 0.06 7.754'0 0.80 100.00% NOTES 1O. CONTRACTOR TO ADD 4" DRAINAGE HOLES ALONG BOTTOM OF WALL 36" APART. FL = 23.00. BASIN BOUNDARY DIRECTION OF FLOW =0 DRAINAGE AREA 49) LEGEND 0 PROPOSED CONCRETE WALK ® PRIVATE COMMON OPEN SPACE PROPOSED CONCRETE PAVING TC TOP OF CURB PROPOSED ASPHALT LCONTOURPAVING BC BOTTOM OF CURB 00 PROPOSED HP HIGH POINT MORTAR STACK ROCK WALL GROUND RETAINING WALL FL FL FLOW LINE _�I "X' HT. WOOD FENCE TG TOP OF GRATE - - WATER LINE TW TOP OF WALL _ WASTE WATER LINE PVMT PAVEMENT STORM SEWER LINE MH MANHOLE -O/U- OVERHEAD UTILMES CO CLEANREFER UT DOWN GUY REF. REFER DETAIL DE -U/U.- UNDERGROUND UTILITIES REF. ARCH. ARC REFER ARCHITECTURAL PLANS -G- GAS UNE TYP. TYPICAL i' EXISTING TREE CONC. CONCRETE ; TO REMAIN EXIST. EXISTING N90'GO'00"E SURVEY DATA _ t' g1ao1 EXISTING TREE (N90'00'00"E) RECORD DATA ' i TO BE REMOVED ♦ BM BENCHMARK - 0 TBM TEMPORARY BENCHMARK ' SILT FENCE ■ SURVEY MONUMENT FILTER DIKE ■ IRON ROD FOUND -��� TREE PROTECTION FENCE 0 IRON ROD SET EXIST. SIGN O COTTON GIN BOLT EXIST. LIGHT POLE COTTON SPINDLE W/SHINER SLT IDS WELL LOCATION •• - PROPERTY LINE DOWNSPOUTS LIMITS OF CONSTRUCTION EXISTING SPOT ELEVATION � HAND RAILS 100.00 PROPOSED SPOT ELEVATION G TRAFIICUARD RAIL --- 1W --- EXISTING CONTOUR FIRE IC DESIGNATION . ACCESSIBLE ROUTE t, .......................... .. BRYAN ERIC MOORS ten': 98920 a V) X ir • \L cr J co aj Q T + Ua: w U z w 0) 0 rn co z Q a 0 z Q w Q z Q oc 0 vZ � o0 Cr a� 3W m n: ^, m M t- NORTH JOB NO.: 1451-001 DRAWN BY. SCALE: 1 "=20' DATE: 06/27/11 FILE: 02-GRADE-DRAIN XREF: REV./CORR: SHEET 2 Of 2 SHEET 2 Of 2