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HomeMy WebLinkAboutJACK-IN-THE-BOX SITE PLANLEGEND & ABBREVIATIONS ALSO REFER TO LEGEND & KITCHEN DRAWINGS. INDICATES SHEARWALL LOCATION WHERE NO CONDUIT OR PIPING WI BE PERMITTED TO PENETRATE SILL OR TOP PLATE. SEE PLANS FOR ADDITIONAL NOTES. BATT INSULATION ® RIGID INSULATION GYPSUM BOARD CERAMIC AND QUARRY TILE PLYWOOD CONCRETE MASONRY ® ASPHALTIC CONCRETE PAVING IIO= EARTH GRADE SAND BASE KITCHEN ROOM NAME 110 ROOM NUMBER 128 INTERIOR FINISHES 100 ITEMS SUPPLIED BY OWNER 00 EXTERIOR MATERIAL / FINISH AA EXTERIOR COLOR 1 4 A7.0 2 INTERIOR ELEVATION 3 ODOOR SYMBOL N ON CIVIL, SITE, PLUMBING, MECHANICAL, ELECTRICAL S LL & AND @ AT RE[ A.B. ANCHOR BOLT A.C. ASPHALTIC CONCRETE S.C. A.C.I. AMERICAN CONCRETE INSTITUTE SC ACP ACOUSTIC CEILING PANEL SH A.D.A.A.G. AMERICANS WITH DISABILITIES ACT SIM ACCESSIBILITY GUIDELINES SM A.F.F. ABOVE FINISH FLOOR SM ALUM. ALUMINUM SPE A.P.A. AMERICAN PLYWOOD ASSOCIATION SQ. A.Q.T. ABRASIVE QUARRY TILE SQ. ARCH. ARCHITECTURAL SQ. A.S.T,M. AMERICAN SOCIETY FOR TESTING STD MATERIALS STL BLK'G BLOCKING STIRB.N. BOUNDARY NAIL SUS SM. BEAM S B.O.J. BOTTOM OF JOIST BUR BUILT UP ROOFING IT) BOTT.OR(B) BOTTOM THK T& C CONDUIT TN q CENTER LINE T.O. C.J. COLD JOINT T.O. CLG. CEILING T.O. CLR. CLEAR T.O. C.M.U. CONCRETE MASONRY UNIT T.O. COL. COLUMN TYP CONC. CONCRETE CONN. CONNECTION U B CONST. CONSTRUCTION U.O. CONST. JT. CONSTRUCTION JOINT O.F. CONT. CONTINUOUS CONTR. CONTRACTOR COMP COMPACTED (ION) VER C.T. CERAMICTILE V.W. DBL. DOUBLE W/ DEG. OR ° DEGREE WD, DIA. OR 0 DIAMETER W.G. DIAG. DIAGONAL DIM. DIMENSION WT. DR. DOOR DWG.(S) DRAWING(S) EA. EACH E.F. EACH FACE EL. ELEVATION E.N. EDGE NAIL EQ. OR = EQUAL E.S. EACH SIDE EXP. EXPANSION FDN. FOUNDATION FIN. FINISH FLR. FLOOR F.F. FINISHED FLOOR F.N. FIELD NAIL FLR. FLOOR F.O.B. FACE OF BEAM F.O.J. FACE OF JOIST F.O.M. FACE OF MASONRY F.O.P. FACE OF POST F.O.S. FACE OF STUD F.R.P. FIBERGLASS REINFORCED PANEL FT. FEET FTG. FOOTING GA. GAUGE (GAGE) GALV. GALVANIZED G.I. GALVANIZED IRON GLB. GLUE -LAMINATED BEAM G.B. GYPSUM BOARD HOW. HARDWARE HGR. HANGER H.M. HOLLOW METAL HORIZ. OR (H) HORIZONTAL H.S.B. HIGH STRENGTH BOLT HGT. HEIGHT IN. INCH INFO. INFORMATION INV. INVERTED JT. (JNT.) JOINT SHEARWALL / ANCHOR BOLT SYMBOL JIB Jack In Ile Box Inc. L ANGLE LB. OR (#) POUNDS LG. LONG ❑1 FOOTING SYMBOL DETAIL NUMBER A7.0 SHEET NUMBER 1 WALL SECTION NUMBER S5.0 SHEET NUMBER 1 BLDG. SECTION NUMBER A6.0 SHEET NUMBER REVISION SYMBOL ELEVATION/DATUM MARK MAT. MATERIAL MAX. MAXIMUM M.B. MACHINE BOLT MEZZ. MEZZANINE MIN. MINIMUM MISC. MISCELLANEOUS MPH MILES PER HOUR MTL. METAL NO. OR (#) NUMBER N.T.S. NOT TO SCALE Q.C. ON CENTER O.F.C.i. OWNER FURNISHED, CONTRACTOR INSTALLED OPNG. OPENING P. LAM PLASTIC LAMINATE PL PLATE It PROPERTY LINE PLYWD. PLYWOOD PR. PAIR PSF. POUNDS PER SQ. FOOT PSI. POUNDS PER SQ. INCH Q.T. QUARRY TILE MARK 9ALG FREESTANDING PROTO CORPORATE ISSUE: 01/20/2006 RAD.OR (R) RADIUS NF. HED. T. S YM. WWM. REINFORCEMENT SAW -CUT JOINT SCHEDULE SHEET SIMILAR SHEET METAL SHEET METAL SCREW C.(S) SPECIFICATION(S) SQUARE IN. SQUARE INCH FT. SQUAREFOOT STANDARD STEEL UCT. STRUCTURAL P. SUSPENDED SYMMETRICAL TOP THICKNESS G TONGUE & GROOVE TOE NAIL B. TOP OF BEAM F. TOP OF FOOTING PL. TOP OF PLATE S. TOP OF SLAB W. TOP OF WALL TYPICAL C. UNIFORM BUILDING CODE N. UNLESS OTHERWISE NOTED C.I. OWNER FURNISHED, CONTRACTOR INSTALLED T. OR (V) VERTICAL C. VINYL WALLCOVERING WITH WOOD B. WATER RESISTANT GYPSUM BOARD WEIGHT WELDED WIRE MESH PROTOTYPE UPDATE: 03-30-2007 FIRE DEPARTMENT NOTES. VICINITY MAP VICINITY MAP (N.T.S.) CONSULTANT INFORMATION PRIME CONSULTANT: GARRETT-IHNEN CIVIL-NGINEERS, INC 3600 W. PARMER LANE, SUITE 212 AUSTIN, TX 78727 (512)454-2400 (512)454-2420 ARCHITECT: JACOBS EDWARDS AND KELSEY, INC. 3010 BRIARPARK DRIVE, SUITE 200 HOUSTON, TX 77042 (713)474-4000 (713) 474-8686 CIVIL ENGINEER: GARRETT-IHNEN CIVIL ENGINEERS, INC 3600 W. PARMER LANE, SUITE 212 AUSTIN, TX 78727 (512)454-2400 (512)454-2420 STRUCTURAL ENGINEER: STEINMAN LUEVANO STRUCTURES 2579 WESTERN TRAILS BLVD. AUSTIN, TX 78745 (512) 891-6766 (512)891-6966 L OWNER/DEVELOPER: BUILDING ADDRESS: LEGAL DESCRIPTION: BUILDING CODES: BUILDING AREA: TOTAL SITE AREA: SEATING: PLANNING ZONE: OCCUPANCY: TYPE OF CONSTRUCTION: PARKING REQUIREMENTS: PARKING PROVIDED: MEP ENGINEER: LARSON BINKLEY INC. 8900 STATE LINE STE. 1500 LEAWOOD, KS 66206 (913) 383-2621 (913)383-2831 LANDSCAPE ARCHITECT: EVERGREEN DESIGN GROUP 17515 SPRING CYPRESS, STE. C-115 CYPRESS, TX 77429 (713) 983-6144 (713)373-9391 LANDSCAPE ARCHITECT: EVERGREEN DESIGN GROUP, INC. 17515 SPRING CYPRESS, STE C-209 CYPRESS, TX 77429 PHONE: (713) 983-6144 W W W.EVERGREEN-DESIGN.NET SURVEYOR GEO SOLUTIONS, LTD. 1440 LAKE FRONT CIRCLE, SUITE 110 THE WOODLANDS, TX 77380 (281)681-9766 (281) 681-9779 11111111 IC & JACK IN THE BOX INC. (J.I.B.) 9629 Fairmont Parkway La Porte, Texas 77571 A 0.6425 of one acre (27,990 square feet) tract of land situated in the W.M. Jones Survey, Abstract Number 482, City of La Porte, Harris County, Texas SEE NOTES 2,756 S.F. 0.6474 S.F. 64 NC A-2 V 32 (4+ 10/1000) 32 SHEET INDEX _ (TOTAL OF SHEETS) _ p p DEPARTMENT 9330 BALBOA AVENUE SAN DIEGO, CA 92123 © 1999 Jack in the Box Inc. TS1.0 TITLE SHEET TS1.1 EXPRESS REVIEW SHEET CIVIL C1.0 NOTE SHEET C1.1 DISABLED ACCESS SITE PLAN C2.0 EROSION/SEDIMENTATION CONTROL PLAN C3.0 DIMENSIONAL CONTROL PLAN C4.0 GRADING PLAN C5.0 UTILITY TAP PLAN C6.0 STANDARD DETAILS SITE SD1.0 SITE PLAN SDIA PAVING PLAN SD2.0 SITE DETAILS SD2.1 SITE DETAILS SD2.2 SITE DETAILS SD3.0 SITE SURVEY dates RELEASE: 07/31/06 PERMIT: BID: CONSTRUCTION: LANDSCAPE L1.0 L1.1 SITE PLANTING PLAN SITE PLANTING DETAILS L2.0 SITE IRRIGATION PLAN L2.1 IRRIGATION DETAILS ARCHITECTURAL revisions A1.0 FLOOR PLAN AND GENERAL NOTES A2.0 REFLECTED CEILING PLAN 1� 0 0 0 Q AS A3.0 ARCHITECTURAL ROOF PLAN A4.0 EXTERIOR ELEVATIONS A4.1 EXTERIOR ELEVATIONS A5.0 BUILDING SECTIONS A6.0 WALL SECTIONS A6.1 WALL SECTIONS A6.2 WALL SECTIONS A6.3 WALL SECTIONS A7.0 RESTROOM PLAN & INTERIOR ELEVATIONS A8.0 DOOR & FINISH SCHEDULES A9.0 ARCHITECTUAL DETAILS A9.1 ARCHITECTUAL DETAILS A9.2 ARCHITECTUAL DETAILS A9.3 ARCHITECTUAL DETAILS A9A ARCHITECTUAL DETAILS DECOR ID1.0 FURNITURE PLAN & NOTES ID1.1 FLOORING LAYOUT PLAN & NOTES ID2.0 INTERIOR DETAILS ID3.0 INTERIOR DETAILS ID3.1 INTERIOR DETAILS ID4.0 INTERIOR FINISH SCHEDULE ID4.1 INTERIOR FINISH SCHEDULE STRUCTURAL S1.0 FOUNDATION PLAN &GENERAL NOTES S2.0 ROOF FRAMING PLAN S3.0 UPPER ROOF FRAMING PLAN I S4.0 FOUNDATION DETAILS S4.1 FOUNDATION DETAILS S5.0 FRAMING SECTIONS S5.1 FRAMING SECTIONS S6.0 FRAMING DETAILS S6.11 FRAMING DETAILS PLUMBING PS1.0 PLUMBING SITE PLAN P1.0 SCHEDULES P2.0 WASTEIVENT PLAN P3.0 GAS/WATER PLAN P3.1 KITCHEN PLUMBING STUBOUT PLAN P4.0 ISOMETRIC DIAGRAMS P5.0 DETAILS MECHANICAL M1.0 SCHEDULES M2.0 HVAC CEILING PLAN M3.0 HVAC ROOF PLAN M4.0 DETAILS H1.0 KITCHEN HOOD DETAILS ELECTRICAL ES1.0 ELECTRICAL SITE PLAN ES1.1 SITE PHOTOMETRIC PLAN E1.0 ELECTRICAL PANELS E2.0 ELECTRICAL POWER PLAN E2.1 KITCHEN STUBOUT PLAN E3.0 ELECTRICAL LIGHTING PLAN E4.0 ELECTRICAL ROOF PLAN E5.0 ELECTRICAL DETAILS E6.0 POS PLAN AND DETAILS E6.1 POS DETAILS E7.0 LIGHTING CONTROLS KITCHEN K1.0 KITCHEN EQUIPMENT PLAN K1.1 KITCHEN DIMENSION PLAN K2.0 KITCHEN EQUIPMENT ELEVATIONS K2.1 KITCHEN EQUIPMENT ELEVATIONS K2.2 EMPLOYEE & WORKSTATION ELEVATIONS K3.0 KITCHEN EQUIPMENT SCHEDULE K3.1 KITCHEN EQUIPMENT SCHEDULE SPECIFICATIONS SP1.0 GENERAL SPECIFICATIONS SP1.1 GENERAL SPECIFICATIONS SP1.2 GENERAL SPECIFICATIONS SP1.3 GENERAL SPECIFICATIONS SP2.0 STRUCTURAL SPECIFICATIONS SP3.0 PLUMBING SPECIFICATIONS SP4.0 MECHANICAL SPECIFICATIONS SP5.0 ELECTRICAL SPECIFICATIONS 20 u O: w•a_ z ul N W W N IA H Op z 59 En d NNN TiZ W W03Ind' �J ZmInN u dd J QNN '-L3 WW�N W ��~V � y E0 � L W Q ED EL W W 3 W QO O to u � Cq site information MK TYPE: MK9A_LG JIB #: 4733 ADDRESS: 9629 FAIRMONT PARKWAY LA PORTE, TEXAS 77571 LL _ m w DRAWN BY: JLF 0 a SCALE:- AS NOTED 0 m w TITLE Y a SHEET W m 0 TS1.0 07- R,9SI - I - Adjacent property 1 (28,000 SF) o I 1 I cVco 1 This 30 LF section of CO j = curbing depicts the I 1 approximate location of 1 a future cross access 1 drive. Detail "A" this sht. I •rl i 1 ® ,I I 1 1 ;►LL 1 I PharE Dri Joseph Dow (60% interest Horace Leopard (10% interest) (i Lot Creations, Inc. (30% interest)ol Called 8.2628 Acres 3�.! H.C.C.F. NO. 20060294847 ?I CD zi 44_9 1 Detail "A°' - Potential Cross Access Drive Location � F NTS I I Thank You/ i Do Not Enter Sign Adjacent property (28,000 SF) o This 30 LF section of M ' curbing depicts the approximate location of a future cross access drive, Detail "A" this sht,' I o m l W L=_143.35' ----"" SS Rim=22.11' CL FL (W) FL=11.90' CL FL (E) FL=11.94' Wvgt — (Unkown Pi a S' J S End Curb At= Property Line ; I' 40 Po j al DIE _ F Access Drive i 139.4' — _ Proposed V Sidewalk W.M. Jones Survey, R,2S5- _ _ — ---4--- �s°os'z3"E 201.86' Abstract No. 482 R. i w�_ - - a ; Sign 7S 32i - I ® Lift Station Manhole rF E 118.88' _ - _ _ I Gas Vents N 7 i_05 23^ _ u, �.rL (I Concrete O SS MH Line 47.8' 10' Butldln9 I p I I) (I Rim=23.86' ) 24" FL(E)=17.36' 'p I7 I — —� = d 36" FL(N)=12.59' it p�`� I �6 36" FL(S)=12.59' 28.1' Q- I I one Cinder Blopk \ ` I LLall �/- Dumpste I L _ Drive Th I I I R� I I Concrete 10.8' S.. R-5 I I / Gas Filler I / 1 i �, -.Covers 4 / ry I 6Q' Wide Ul M_proved ' I a�td Unus d,Road "�oad N1 C iV P tition for,ancelatirn e- I add Vacatljo ( as record. ' 14. M I udder Volu no 5160, Pie 8 ao ILI Hf.D.R. T \ " 3 1 601� cc�l ANA Inc. E MK9A_LG a 2,756 S.F. FFE= 26.75 °N0 I = 0.647 Acres F.L.L39.4' I I Zoned: NO II I - I I 50' 16.2' _ LL. I hared Access �/ 10' 20' But ding Li e Driveway Ra �: ry' L,J End Curb At Property Line 4.55 �=1A6A2' A=01°42-05_' - _ - o _ _ - - - - R=5fi9 G. 44 —stdewa+k G —" —tf To "of s16 a SS w Jtp _ Wash - - WW TOP-09f Iu�r O N I h (�nI I �� PI d Called 0.918 Acres W 7 I IH.C.C.F. NO. I I= iCS! X727347 co I u� ii/loll i i io; co W11,7L/J uo ED o Itn 1-Story i Concrete p I Carwash 80 i 18' 30' I 18' 4' co I I i i i l 19.4' EM M1S"x15" Cooc-0 II Rc7S, I Light Base n /4L Driveways And j (� Parking Shall Be CI Paved With oncrete Concrete I I IL I 4Y I I ` _ �k 71 - Prop eso d 5j 'TyAjo. II L=132r3178°31'55" E CHD=132.34' _ _ _ OHE- �- 5604.58' Sidewalk I ( R 1 11' CHB= _ OHE ' - G SS �— W - SS - I SS ^WSJ -_ 4T r I ,66- T. M.-..-..-.-... T,_ ter Line s_.-- I e =I ME O/yF FL(E)=17.66' FL(W)=1 T49' SS MH Rim=22.98' CL FL=11.97' (Filled w/dirt) SS - --� WW MH ------�p'' _ - L4.�R----`_......_.._ j WW Rim=23.82' TS M7- _- _---- %r I --. 10"PVC (NE) FL=14.04' #1 vvuy-----'-- 10"PVC (NE) FL=15.84' 30"PVC (S' FL=11 40' Fairmont Parkway 25Y R-O•W FLOOD STATEMENT This tract Is In zone W or'AE' and not within the 100 year flood plain according to the FEMA Map #4201C0940 L, dated June 18, 2007. CITY APPROVING AUT This is to certk that the this site an a d develc conform nce wi h the O to Y CERTIFICATE La Porte, Texas has approved of Jack in the Box #4733 in :e%of the City of La Porte. WW Fire Lane Note: _ _FL_ _ Curbs designated as Fire Lanes (FL) shall be painted RED and legibly marked with the warning "FIRE LANE - TOW AWAY ZONE" in white letters at least three (3) inches in height and at intervals not exceeding fifty (50) feet. Any color other than red may be used in "NO PARKING" areas that are not approved fire lanes. The location of all existing utilities shown on these plans has been based upon record information only and may not match locations as constructed. The contractor shall contact the Texas Excavation Safety System @ 1-800-344-8377 for assistance in determining existing utility locations prior to beginning construction. Contractor shall field verify locations of water and gas crossings prior to beginning construction. 24"PVC (W) FL=11.59' 0 20' 40' Scale 1'° = 20' Legal Description A 0.6425 acre tract of land situated in the W.M. Jones Survey, Abstract Number 482, City of La Porte, Harris County, Texas. Benchmark Note T.B.M. #1: Square cut in end of 24" RCP culvert (located as shown) Elevation: 21.99 T.B.M. #2: RR Spike set in south side of power pole (located as shown) Elevation: 24.89' T.B.M. #3: Square cut in SW corner of concret ditch lining (located as shown) Elevation: 21.98' ° ° DEPARTMENT 9330 BALBOA AVENUE SAN DIEGO, CA 92123 ©1999 Jack in the Box Inc. dates RELEASE: 07/31/06 PERMIT: BID: CONSTRUCTION: revisions A A I 0 1 i ii i O Via• / / zN N ap L.lol W N W ❑ Z ❑ z❑N F9 NNNN � Z Li .4 ' J wr4N �C3 W WNtO Li. a �FDJ c 0)=1a� f'1d W Q W NN (,L 3 w I4 ❑ H L9t�J i L L L c site information `s MK TYPE: MK9A LG C c JIB #: Jack in the Box #4733 a L s ADDRESS: c 9629 FAIRMONT PARKWAY o LA PORTE, TEXAS 77571 " DRAWN BY: a c a SCALE: a DIMENSIONAL 5 CONTROL PLAN C300 I 3 i i Detention Summary Increased Impervious Cover= .607 acres Detention Required: 0.20 ac-ft/ac = 5,288 cu.ft. Per City of LaPorte Detention Storage Volume Provided = 5,288 cu.ft. Volume Provided Underground in 24" Pipes: 1,191 cu. ft. V = L x (7r RI) where, V = Detention Storage Volume L = Overall Length of Pipes = 412' R = Radius or Pipe = 1 J7 Volume Provided by Inlet Boxes: 108 cu. ft. V= BxWxH 4 boxes @ 3'xTx3' = 27 F,43 Volume Provided by Parking Lot Ponding: 3,989 cu. ft. V= J(Axd) where, A = Surface Area d=9" \ - 3 Grate inlet Loc Connect to exis 1 I I I I i Rim= 23.00 6'x3' Box Culvei FL='19.00 FL=14.20 Iiiil / % Loc Zd _--_ ----1 / / \ LOG J� w / 1 ( Loc LOG Now- 41 If 24" RC (M oc 11 Loc �I N LOG Loc �® I l.►"®'e.�® i \ ��6. 3 i '- i Vt - I G I \ �. I �ro _ - NII -- ' LOG.„-"- i 25' \ i iro ��s ��°,,.►�'°24 Undergro n� LOd Utillties' 26. 3 t 25 ®w.���`- - Loc 25.50 / 3- E 201.86' Loc s-OW Loc ......" W.M. Jones Survey, 25.3 "�-! 78°D ® - - i Yr I L / -_ _ I _ - N l.oc -- - Loc _24- - - - - Sign Abstract No. 482 i - - / \ - _ ^ i ^ High Point located 150' from Ma station / , - _ - _ Loc _ -= = = Manhole 3 Grate Inlet _ h Underwood Drive R.O.W. -- - - I I ti Rim= 25.00 " 1143.8$ - - - 25•2 a ' Gas Vents 8" 78'05'23 Oak FL= 21.46 1 _ _ _ N i - " % II Concrete II SS MH IRim=23.86' iZI sloped headwall - 00, 2 53 Grate Inlet / )� o� �` �� 24" FL(E)=17.36' ' w - -' jy - 0 33% 1 I RIm= 25.00 I --f-- 36" FL(N)=12.59'p01 -aEasement - CP @ ( Cinder BlockNNN36" FL(S)=12.59' sed�?rat�ag SS 81 If 24R.ibo'WIN _ prOpo / WDumpstar - 144If 18 RCP 0.33% SS - �� i 25.33 SS I - I A Cbncrete Install 4. If of 6" I �" �� J I Loc Restrictor Pipe �` / o I Joe Co aGas irs r Loc � / I 60' Wid ijnp �- v J0 0 25.7 o cdnd-Ur a R I I I I J eph Dow (60 /o terest) HeNR aVappati dsn ecor Hor ce Leopard 0 o interest} under Volu bll60,P �4II kl -- - -- - - - Lot rea#ions, Ind ( %interest o 2s.ea " IR a1� ANA Inc. I g Called 8. 62 Acres o 26 ° \ /1� �I �Kgy H C.C.F. N 2 60294847 \ 2 5 W 5.80 �°' ti'I I Pad Called 0.918 Acres e a \ -- 25.117 iHP 25.80 IW ( I H I _ ----------- I= 0 � I I ( I I II MK9A LG to I N iN °� ,�iii7T�s,il I I 1-Stgry 27 5 e o 0 2. 5 h l i Conc fe I o 26 5 2,756 • .F. i j ( Carw�sh ^ I 30'City Drain Ditch/PUE J 2 5 II W.M. Jones Survey, N i 26 75 i Abstract No. 482 25.79 2715 FFE= 26.75 26. I g' "444,, -o - - Niovm+iaaa- 26 59 ZXI a4, I I II I � I I 25.75 ( 5"x15' `I Light H Con ` I II ow (60% interest) k/ ase I pard (10%Interest) ffiI Inc. (30% Interest) A City D aiQ�age I CJ (1 / O 1 I� I I 8.2628 Acres 6I 0.20060294847 Ditc i /PI E I Install offsite drainage 0.6 Gres swale 1%slope, 4:1 side ° 004 slopes - le : NC II 25 75 J T Grate Inlet iI oak II I II Cbncrete 9 ' 22 p LocLi I( II ioc j -23--- ------ --------------s=_- °-- -- 5H -JSS Rim-2234' _ SS MH ih-CL'FL (E) Ft.=1i83' Ftim=22.11' RipFRap� jlFL-(W) FL= t 1.8i' CL FL (W) FL=11.9 ' ` - _-2 w I ( I known Pipe Sizes) CL FL (E) FL=11.94 -r•� w110"PVC (N&S) Top of Pipe=14.43' Unkown Pi a Sizes 6:1 Sloped Headwall - - °2-- Per City Standard --- --T. M. WWMH FL=20.40 -23- #3 Rim=22.81' 24"PVC (W) FL=11,80' 1.92' 10"PVC (N) FL=14.04' .92' 24"PVC (E)FL=11.82' Typical Parking Lot Pond Profile N.T.S Flow Summary Q = CIA where, C existing = 0.2 C proposed = 0.8 A = Site Area = 0.707 acres ry1 ( 11 26.15 2 -0 G11 3' Grate Inlet I a Rim= 25.00 1 O FL= 22.00 I - 20' �Ui ding U a w ---- ---- 1 I- - _25.5 _ 2 1 26.15 Storm Event Rainfall Intensity Existing Flow Proposed Flow Increase in Flow year Whr. cfs cfs cfs 3 6.85 0.97 3.87 2.91 10 8.57 1.21 4.85 3.64 100 11.28 1.59 6.38 4.78 Rim= 25.00 FL= 22.22 - I i 25.36 L � \ - 12" I _ I Oak i - - 5.3 I I II R=5604.58' CHB=N 78°31'55" E I �` ltDF1E_4[Pail 2 .75' - 604.58' _L-166.42_ G+ dewa1I "- I G 01 as �_ 4(�,�t 591f 24S1� -P - - o W\N r LOC is _ - 6:1 Sloped Headwall -- - - - - - Per City Standard 25 FL= 20.50 Edge of Asphalt �- -- - - --- GOWNParkWaY Loc°'® Fairmont - G 'La 250' R.O.W. Impervious Cover Data Total Site Area: 0.707 acres Existing Impervious Cover: 0.00 acres (00%) Proposed Impervious Cover: 0.607 acres (86%) Increased Impervious Cover: 0.607 acres 6" Restrictor Flow Calculation 2yr Peak Flow Through Outlet Control Orifice @ Junction Box = 0.97 cis where, Q = Restrictor flow (max)= 0.97 cfs C=0.6 A = Orifice Area (so g = Gravitational Constant = 32.2 Ns' H = head above orifice A=0.097sf-Ddia.=4.251n USE MINIMUM 6" DIA. RESTRICTOR GROUT SOLID WI NON -SHRINK GROUT FOR LENGTH OF 18" STORM RESTRICTOR /- SEWER PIPE \_6" DIA. PVC RESTRICTOR PIPE x 4'-0" LENGTH (RE: THIS SHEET) TYPICAL RESTRICTOR DETAIL NOT TO SCALE W SS WW �24- - -- -- �' roncreto ---- Ss Pondinq Areas MK9A LG 2,7 N FFE"2G r6 Area 1 Area 3 Surface Area = 5,045 FtA2 Surface Area = 3,463 FtA2 Depth= 0.75 Ft Depth= 0.75 Ft volume= 1,261 FtA3 volume= 866 ftA3 Area 2 Area 4 Surface Area = 6,371 FtA2 Surface Area = 1,066 FtA2 Depth= 0.75 Ft Depth= 0.75 Ft volume= 1,593 ftA3 volume= 267 ftA3 Legend x716 Existing Spot Elevation - -718- - Existing Contour 715 Proposed Contour 0716 Proposed Spot Elevation 716.00 715.50 Top of Curb Bottom of Curb monnown Loc ® Proposed Limits of Construction ss Proposed Storm Sewer Line F] G 0 8 SS ; FL(E)=17.66' (From Throat) FL(W)=17.49' (From Throat) I 11 " 1 N w I I � 0 20' 40' Scale 1 20' Benchmark Note T.B.M. #1: Square cut in end of 24" RCP culvert (located as shown) Elevation: 21.90' T.B.M. #2: RR Spike set in south side of power pole (located as shown) Elevation: 24.89' T.B.M. #3: Square cut in SW corner of concret ditch lining (located as shown) Elevation: 21.98' Floodplain Note Based on the Flood Insurance Rate Map No. 4201CO940 L, revised date June 18, 2007, indicates that the subject tract lies within Zone 'I (unshaded) - areas determined to be outside the 500-year floodplain, in addition this map states "This map is for use in administering the National Flood Insurance Program; it does not necessarily identify all areas subject to flooding, particularly from local drainage sources of small size, or all planimetric features outside special flood hazard areas. Certain areas not in special flood hazard areas may be protected by flood control structures." The approximate limits of said zones as determined hereon are scaled from said map. This Information Is not intended to identify specific flood conditions. The location of all existing utilities shown on these plans has been based upon record information only and may not match locations as constructed. The contractor shall contact the Texas Excavation Safety System @ 1-800-344-8377 for assistance in determining existing utility locations prior to beginning construction. Contractor shall field verify locations of water and gas crossings prior to beginning construction. 1 °MOM DEPARTMENT � 9330 BALBOA AVENUE SAN DIEGO, CA 92123 01999 Jack in the Box Inc. dates RELEASE: 07/31/06 PERMIT: BID: CONSTRUCTION: revisions .ram 0 0 ,5 ZL I ? 1r P5 0 : N-`i1 �LL Y d I y Ed Z11 N WW N Z H 0p �N � Lrj En 1Z WL`'td W Zwu1in ®J J��d �-- � N N �J Id j- U w ,n Ln W QZW.. a Z W ul LL WaWN Y. 3 Wa t 3 F. Lt. 0 m � W w 0 3 site information z MK TYPE: MK9A LG o JIB #: 4733 0 0 ADDRESS: w O 9629 FAIRMONT PARKWAY o id LA PORTE, TEXAS 77571 < m DRAWN BY: JLF SCALE: AS NOTED 0 GRADING & O DRAINAGE 19 PLAN J m O Cos® i ` N uN mrta TmfRlrtwx ,1• _ na catx (111j:1hA7V/{ /m aeFRttrlDl -.SAMPLE WELL COVER INPAVED AREAS Fsry VAI Its IS- DIA It N.T.S. VA Its IS< DIA ID BDer eEamry I---I9 15/16 !'I�a.wrxcav I l faM BB"fDW 11/4' IROAPR:� NSVL'I+mI� NMIIII{p BUWIC 0 1 z . amnro mAt rPn 3/16 1 dr[RRROI BlNM FRONTVIEW `"'*""" 1CF:IDIU paexlxm svvia t 1/4' N.T.S. SIDEVIEW Ptecwc N.T.S. : xAanumauRFRe 11/4• IRW"!t"RU ��® ;HIEiFSROI I � I tNtef -e33A6 suns feu. 3 • aI, PRETREATMENT REQUIREMENTS #.� GREASE HIPERCENORS OR men IAETRFgmEm OEVIC5IVIU.BEAyVAm p0. SAMPLE WELL BABIN T!e mumnne racluT�: N.T.S. •METALnnIs11111G NlD FPBNaTIXI F� nD, rst PLAN VIEW MHERCMI. FIASHIS s, lxauaNG mEAroatvAGNn:e Musrse • EDXneacuLuevlAsxiS L uxe weu nlsrNLeD DUDEAAsnAaan rumBnterm"r.. :C • RISTAURMITS i use 33'nG R.0 1, WA IIISTALUTaI WA IN$TAmnDx s'-0'mW NIDIEss. N.T.S. •IASONATUNES 1.use la'nDR.C.r. FOR IIISTALIkrol SamnXTLRI Ca•DECp. (STD NIIb N10 N.N. Cq'[RR[GNAFDJ-6ACE"IESA"D=I SMMANES A. SMILING WRERE SET111 A CIRCIRMMSQUME Ea1CRECE PAD • MEDICAL FALIMIU •COMMERCIAL V.NIDPIfS (e'•0'GRCAZZ Dmsme°0.44 MORI B.ItlSIDC ibSTALUT011HOTrERMIRDtVNCRe OUISIDEDISTAIUTIXI IS •C0.�NIYFA[ItItt TXAT tYRt NABS RWRDRAINB ICSs1BLL 1MC iOLtD'NING ssN1DAR05\VIUAFFLV TO FAnLRSEBDID:ureDABD/E: S.III6TAW.TOII11190t BVIIDIIIG NBBt DCFEUNbI9 PUCE (ISTtn4. YnLLSESnNDRRO II0001GHTC!FllttlIRMIED-ED ,ANINGAU M1EµSTB VIce UNE a- IN . HAVING MEND CL116% AMMEAND IS 0 LEGS IN DIMI%N as RV10E me av,"R,, NNStaNCEm WWI IS Op NDAl AND 15 B'(N.)BI DlTII1YDLBEAEQ'JTEDID PAR0.2m atCttawr T.OR ME)W Wnr.VITRe HTHAT AVEAWISMIUVIl0. TO Of NID aOtt ON PRIVATE PT011 MU I at BRCJSXYT)10C IRD OXIDE. HAVE R CA' SA!RILt VfELL 9. TO Be INSTALLED 011 tA1VATC IRmEATV 111 NI ACC[SSIWEta-ATOt1T0 CF1Y : PCRSan&L R SAN'IOWE(LMUS5TAV.EDRETVlEIITHE / G IMMINENT NCUm' (GREASE F N1Dst%VER eatamlem M. siuss; . °<cl�c cOacAete De oesietl sipeilcm cFasoOrsl arxebAYE. initrnOsnwlwmrte InEtInaTIONS ME. e15. AND 21• SAMPLE MUS ARE ATIACHIOFORYWA CONSTRUMON ATnDOR AND nRSTSTAGE Of WALL VITIN SECDOItat WBRTO RWRED DIM 2.C.I.CAST465S53D,HOHMR"l ReFeaellcE AaDLnD STEEteCVCM1 sxculDaemnucebroTXezreaGunlui A0.CMWYFICTVAm OFGIYCJSFIAtl1 CD IWN11110 TD 'AS pH OrtICN YIMEH NI ODDR IROaLINISIMLYT)K.VA, AM4=H-Te5 ASM AIRJR CLKB ]D,MRw•DVIYAA4110NSD DETAIL SHEET SAMPLE WELL DETAIL, COVER& NOTES N.T.S. LP-DTL-SAN-041 ELECTRIC CENTERPOINT ENERGY 1301 TRAVIS HOUSTON, TEXAS 77002 MIKE MAXWELL PHONE: (281)425-7317 GAS CENTERPOINT ENERGY JERRY RAY PHONE: (281)422-6656 Utility Companies CITY OF LA PORTE CURTIS HERROD RHONE: (281) 471-9650 CITY OF LA PORTE CURTIS HERROD PHONE: (281)471-9650 TELEPHONE AT&T 511 6th ST. TEXAS CITY, TX 77590 SILVIA HUERTA PHONE: (409) 942-8034 STORM SEWER HARRIS COUNTY DAVID SAHA PHONE: (713) 956-3065 The location of all existing utilities shown on these plans has been based upon record Information only and may not match locations as constructed. The contractor shall contact the Texas Excavation Safety System @ 1-800-344-8377 for assistance in determining existing utility locations prior to beginning construction. Contractor shall field verify locations of water and gas crossings prior to beginning construction. Benchmark Note T.B.M. #1: Square curt In end of 24" RCP culvert (located as shown) Elevation: 21,90' T.B.M. #2: RR Spike set in south side of power pole (located as shown) Elevation: 24.89' T.B.M. #3: Square cut in SW corner of concret ditch lining (located as shown) Elevation: 21.98' New Paving Surface New Pavement Depth Mulch or Sod P Natural Ground New Base / (Se:. Note 6) Prime Or Tack Cola Sew Cut - ExlsBng Surface .. Base XS 6" 6" (Seeee Note Notes 4 & 5) 'g Depth Varies 48" Min. $ (Ej Water 48" Mtn. Compacted Backfill p Compacted Backflll Wastewater (See Note 7) W (See Note7) E Z ms cN ° Bedding Envelope ° (See Note 8) Bedding Envelope < (See Note 8) d SO `o center Pipe In Trench O a O O c Center Pipe In Trench a- ro . Undisturbed Earth li Undisturbed Earth :'fP1pe O.D+12"min. Pipe O.D+24" max. Pipe O.D. + 12" min. Pipe O.D. + 24"max. _ Typical Trench with Paved Surface Typical Trench with Unfinished Surface Notes 1. The existing paving surface shall be saw cut in a straight line a minimum of 12" 6. Surface pavement shall be of the kind and thickness as existing, or minimum 2 wider than the undisturbed sides of the trench, symmetrical about the center inches, whichever is greater. line of the excavation. 7. Compacted backfill shall consist of borrow or suitable material excavated from 2. Any concrete paving shall be saw cut 6" wider than undisturbed sides of the trench. It shall be free of stones or rocks over 8 inches and shall have a excavation. plasticity Index of less than 20. The moisture content at the time of compaction shall be within 2 percent of optimum as determined by txdot test method 3. If excavation area is open for temporary public use the surface shall be tex-114-E. Sandy loam borrow will not be allowed unless authorized by a/a. maintained level with adjacent riding surface with cold mix or temporary hot mix. 8. Bedding sand for use as pipe bedding shall be clean, granular and 4. Road base and surface materials in the trench cut shall be replaced in kind of homogeneous material composed mainly of mineral matter, free of mud, silt, equal thickness, or minimum base thickness of 10 inches, whichever is greater. clay lumps or clods, vegetation or debris. The material removed by decantation txdot test method tex-406-a, plus the weight of any clay lumps, shall not exceed 5. All damaged areas of pavement outside the trench cut shall be removed and 4.5 percent by weight. replaced with minimum of 8 inches of base or match existing, whichever is greater. LocBORESSIBROSSORIBROSSIBRIS \ / I LOC I �LOC --��' to Loc ' LOO \ , Ot LOO W.M. Jones Survey, I / -�---- - --' N78°05'23E201.86' Loc."s Abstract No. 482 �- - . o� - �" �- - -24-- - / J a Gas is %Oak N7805 23"E.18.8 _. "�lI II Concrete oo, / tit 110 - �. _----- �nect to Grease Trap. ®.nR►°�� oo, Refer to PS1.0 for i c ��Cinder BIoOk al �I continuation. �ti h I,n , Dumpste SS i I FL=22.77 \ (_ I - ) (� SS I �� I 4 " Clean -out, " ,Ira c Bearing ti concrete 1 FL .2 .11 Clan out I I J J I See Sheet P2.0 \ j ram, FL=22.11 -10^ Gas Fili Loc aB�- ' Loc for continuation. , Oa Covers/ Lved ee 3.25 00 9' d R ad 1 (` d t� dIR ad ad No! O J eph Dow (60 /e ' terest) tijdnf ajQ�celation id Vac � k record Hor ce Leopard 0 o interest) i FL=23.07 Sample \ dd vo 6 160,P*B - - - - _ Lot reations, Ind ( % interest Well is i.R. �I �I 26SheetI a See U I P3.0 E ANA Inc. Called 8 6r 2 Acrest� o - 1 • I Y m g (I for continuation yy i h �y�I I I Pyd Called 0.918 Ac H C.C.F. NO. 20 6029484< N, H.C.C.F. NO �. 1 W o ( to I I MK9A_LG N / / // I I Z -N Eniv %%iiiiii �/ llT/ �� to CTt i 1St i� w 4" Clean out I I� Concrte - y Carwsh / '•1 J Cn �\ See She P2.0 i for contin ation. FFE= 26.75 FL 23.2 $ // I A < I I Ii JI G) O1 in ( I � in I p •I� I NI 1 I / BassI \ I) S )ight on ` light ase II I L I 0.647 cres oak I ® LOC SROSSROSSIBROSSROBERROBBIl ioc - L=143.35' R�n-- SS CFL?(E) FL=11.83' R m= 2.11' Fb(W) FL=11.83' CL FL (W) FL=11.9 ' - -2- known Pipe Sizes) CL FL (E) FL--11.94 10"pVC (N&S) Top of Pipe=14.43' (Unkown Pipe S 24'___- NIW _ 22 WW MH -23-- RIrl 24"PVC (W) FL=11.80' 10"PVC (N) FL=14.04' 24"PVC (E) FL=11.82' - __24-- -/ RPZ backflow preventor is required on domestic water. N I G_ ---- NC - II 2-4" PVC Counduits I II I) See Sheet ES1.0 \ / can -out `I II - I FL=19.f1>; L� d \ o j I Oak �IOw 1 20' Bui ding Lie 1 I / i - - , 1"irrigation n I i I /. �• �-- 1- y w 1"Backflow (P - Fire Hydrant I 1--- 42' A-01°4WCS� _ 1.5"_f _ �58L=1(z� ..'_ ' idewa)k�-�- ---.�- _-----`---mom,,.' �- G --___.__--- o of Slope . ._ - _ - - --- -------- Conti J Coordinate with Centerpoint - - with t Ss- - Energy for gas connection to - _ - conn( - meter at property line. -= 24� - along - - out, _ Contractor to contact prior to - --�Field - _ _ ° construction. _ Loc De tf -SS 11 - _ - Coordinate w/ Clty of La- - Porte for connection to 25 -- J - - existing Trunk Main. Top of SI pe .- Install 4' drop manhole. _ FL(24")=11.70 _ FL 6" =18.55 \ _ 24---' - - -O Edge of Asphalt 7 LacLoc Fairmont Parkway Loc 250' R.O•W' is X727347 I II L=132.35' CHD=132.3 l\ I R=5604.58' CHB=N 78°31 OHE -`- 1^21'11" Ieterlw/Box - - - __-- VV reve'nter Service Line W SS Meter w/ Box \ dow Preventor; :o coordinate _ Ww If La Porte for 12" water line - WW rify Location and �24- - - rnncrete-.-- 0 2V 40' Scale 1" = 20' DEPARTMENT 9330 BALBOA AVENUE SAN DIEGO, CA 92123 01999 Jack in the. Box Inc. dates RELEASE: 07/31/06 PERMIT: BID: CONSTRUCTION: revisions I& 0 A A A A A�P� l / ALL. -, w: ♦Ci N-.• Z N tv WN W ZW� Ld❑❑ ❑N NNNNTIA WL�It ZCONif) ®J <L � % �aNN U w td in in IZ~vV W 4ZW.. a U) J ILi1�R. ~ j I c7 a. waWN 3 W 4 a, Q❑ 1.- LL m r� ❑ F y M3� w F 0 site information Z ss MK TYPE: MK9A_LG a O JIB #: 4733 w a ADDRESS: D F- 9629 FAIRMONT PARKWAY a LA PORTE, TEXAS 77571 w m DRAWN BY: JLF 0 a SCALE: AS NOTED 0 to w UTILITY Z I Y TAP PLAN Am$ Landscape Trees Qty Symbol Common Name Botanical Name Abbreviation Plant Size Remarks 1 O Bradford Pear Pyrus calleryana BP 1 1/2" cal, 6'tall 6 0 Cedar Elm Ulmus crassifolia CE 1 1/2" cal, 6'tall 1 Crape Myrtle'Natchez' Lagerstroemia indica x fauriei'Natchez' CM-N 8 - 10', min. 3 trrunksunkstrunl< 9 Waxmyrtle Myrica cerifera WM 5 - 6', multi -trunk min. 3 trunks Shrubs Qty Symbol Common Name Botanical Name Abbreviation Plant Size Remarks 6 O Snow White Hawthorn Raphlolep{s Indica'Snow, White' IH 3 Gallon 8 0 Dwarf Heavenly Bamboo Nandlna domestica'Compacta' NAN-C 3 Gallon 6 O Knockout Rose Rosa x'Radrazz' ROS-K 3 Gallon 29 Q Waxieaf Ligustrum L{gustrum Japonicum'Texanum' WL 3 Galion AZTEC - Aztec Grass / Liriope muscad 'Aztec': 1 gallon at 12" oc AJ - Asian Jasmine / Trachelospermum asiaticum: 4" pot at 10" oc St. Augustine 'Raleigh' Sod BLDR -Moss Rock Boulder: Average Size 31/2' wide, high and long EVERGREEN DESIGN GROUP, INC. Landscape Designers & Consultants Houston (713) 983-6144 San Antonio (210) 402-7399 Fax(866) 579-8452 www.evergreen-design.net 1141 N. Loop 1604 E * Suite 105-442 San Antonio, TX 78232 GENERAL LANDSCAPE NOTES City of LaPorte, Texas Landscape Requirements Total Site: 28,033 Total Building: 2,686 sf 28,033 sf less 2,686 sf = 25,347 sf 25,347 sf x 6% = 1,521 sf 1,521 sf of Landscape Area is Required 4,030 sf of Landscape Area is Provided (15.9%) 1,332 sf is in the Street Yard 2,698 sf is not in the Street Yard 1. The General Contractor is responsible for removing all vegetation and leaving at( landscape areas at two inches below final grade. The Landscape Contractor will provide and spread a compacted two inch depth of a toamy topsoil to all turf areas - bringing these areas to top of curb / final grade (compacted). The Landscape Contractor will provide and install a four inch depth of planting mix to at( planting beds - crowning for proper drainage. (See specifications for more detailed instruction on turf area and planting bed preparation). 2. 1/8° green steel edging will be installed where planting beds and turf areas meet. Also install steel edging between all Asian Jasmine and other plant materials. 3. A two inch depth of CYPRESS mutch wilt be used as a topciressing for alt planting beds and a three inch depth for all tree rings. 4, Provide and install (2) 12' square concrete stepping stones in front of each menu board, 5. Hydromutch all disturbed areas outside of property limits (unless shown as sod). 6. Boulders are moss rock. Approximate dimensions are to be 3 �' tong, wide and high. 7. Landscape Contractor shall make own plant quantity take -offs using drawings, specifications, and plant schedule. Plant schedule requirements (i.e. spacing) dictate, unless otherwise directed by the landscape designer. Landscape Contractor to verify bed measurements and install appropriate quantities as governed by the plant spacing per the schedule. Ensure all minimium requirements of the local governing authority are met (i.e. minimum plant quantities). 8. No substitutions of plant materaits will be allowed. If plants are not available, the Landscape Contractor shalt notify the Landscape Designer in writing (via proper channels). Plants may be inspected and approved or rejected on the jobsite by the Owner or Owner's Representative. 9, Landscape Contractor is responsible for the landscape maintenance of this project for 90 days from the date of substantial completion. I I I I I i I I I I I I I I I —� I I LOG I I I I LOG I � LOG I I I I LOG I I -oc i ed Draina e E__, asem- ens 4u —` _L=143.36 __-_ im=22.11' L FL (W) FL=1 -L FL (E) FL=1' Jnkown Pipe S BLDR W/ AZTEC J eph Dow (60% interest) Hor ce Leopard (10% interest) Lot reations, Inc. (30% interest) Called 8.2628 Acres t C.C.F. NO. 20060294847 CD i Street Yard BLDR w(_ -AZTEC 0 0 J O 0 SS WW cul ou co G W Stabilized Construction Entrance W.M. Jones Survey, Abstract No. 482 ' F 1ROS-K r- AJ A7BLDR DRIVE Pam' .9 MK9A NICK., 2,756 S..F BLDR w/ AZTEC Mulch Strip 2U IH a=d I I I 78°05'23E 201.86 LOC the I / Gas Vents Oak 1 � _ p' Budding Li O i r = pC5 I ,CinderBloi:k II'r , Dumpste I JBLDR W( Concrete AZTEC I 10" � Gas Filler Oa -Covers I I I Ia 1 WM I I � � I I — I I _ I I i i I I i i — I I I i — I I I — I I I I I I I I I I I I I i i 1-Story Concrete , Carwash ri G) I I 0 (� 1511x15Con Lighkliase 012"�� I Oak i I� C¢ncrete L 12" i Oak I �I I 0 ai WL SS G W r SS U 0 0 2?wW WVV .�"O' LOG LOG Fairmont Parkway 250' R•O•W- SITE PLANTING P SCALE: 1" = 20' ANA I Called 0.91 H.C.C.F X727< L=132- 35' CHO! R=5604.58' CHB=N 76_3V550 OHS p=01°21'11" W 4 W—.__.,_,—_ SS SS ►M N U ====0 NORTH 1 fge�!'al'C� Ar EPARTMENT 9330 BALBOA AVENUE SAN DIEGO, CA 92123 01999 Jack in the Box Inc. dates RELEASE: 07/31/06 PERMIT: BID: CONSTRUCTION: revisions Al A A A Zk d- �_ CN (n c M 00 C cn � — w c to d • E c co �o c o� O `v U o Q iu /cry J p 3 Z z W V) CD `t CN oo' LO LLJ (D 00 w Q C-J d1 O Lo �v00 w •� c 0 c o c � x a o 0 site information MK TYPE: MK9A LG JIB #: 4733 ADDRESS: 9629 FAIRMONT PARKWAY LA PORTS TEXAS 77571 ._ DRAWN BY: JLF SCALE: AS NOTED SITE PLANTING PLAN Ll 00