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HomeMy WebLinkAboutCORNBREAD'S CAFE SITE PLANm �z . a m 0 �� wA o0 d a vo 0 N N ao NUN � 0 ry�6 C3 O a n >�O, CV 0 ry�g ryy. _p P_ PROP. OFF -SITE SHEETFLOW ti9 INTERCEPTOR SWALE O 0.20% 300.00' P.L. a°6 tiy' ti m M O F.L. 23.60 2% MAX. SLOPE ti 6 16 m ry6� X 0 X ,TP26.50 _ WAD( chRIFFINISH FLOOR L-te' 27.20 FFI CDOLEI 27.202% MAX. SLOPE T } NOTE: ROOF DRAIN RECEIVING z PIPE TO BE 6' P.Y.C. jo TC26. O ti6 20 L.F.-10' P.V.C. O 0.38% TYPE "A" INLET ti TG26.00 TYPE "A" INLET ((W))12" F.L. 21.93 TG25.70 (N)10" F.L. 22.10 W)12" F.L. 20.23 (E 12" F.L. '23.28E&N 12" F.L. 21.70 PROP. 60x24' P.V.C. RESTRICTOR GROUTED WITHIN PROP. 12" P.V.C. 66 �6 0a EXIST. DRAIN rye' ti>~' tia' TOP 23.03 F.L. 15.89 O EXIST INLET TOP 24.00 .._ TC26.70 ! F.L. 19.18 TC26. 0D m® G26.20 PROP. 12" F.L. 20.00 G25.7 ' 35 L.F.' 59 0 2" P.V.C. _ 81.0 N 0.30%h; 1 �y. 53 54 55 56 57 58 v, 25.80 X TC2 0 I zo ( > �,h `L G28.20 I r YPE "A" INLET o N"' CONCRETE DRIVEWAY U o 'G25.45 t TC26.70 N o N 10" F.L. 22.01 �O off' G26.2W j a r \ 'S)12" F.L. 21.84 126 7E a I v �T�Q 1\ I Ie �Gti� oyH�C 24 24 q $ 60 L.F.-10 P.V.C. . 2 .04 � O 0.38% 47 - 26 111 123 1P 22 " h o, N ��,Lg°f�6 27 ITP25. to 111 45 28 a 21 44 29 oY Q ' oY 20 04 4Ix En it 00 Q 43 30 ` N 19 n m '�' TYPE "A" INLET My 42 a TC25.45 18 y czi 10" F.L. 22.24 ha z 60 W ' a 41 0 o0X 32 17 Xry ti Y Z `10 56 L.F.»10"P.V.C. ' 1 6 40 . < O 0.38% 33 . I• Y 20.5 39 25.0' 3420.0 20.115 38 t 35 ' 14 37 z (n 0 a, 36 ' 13 0 h X ( G2&11 .... 0 G25.95 X.. LIGHT LIGHT POLE ry�h CONCRETE DRIVEWAY Nro TYPE "A" INLET 1p, TG25.45 10" F.L. 22.45 /TP26.20 DO NOT DISTURB EXISTING SWALE (OFF -SITE SHEETFLOW) ti 3`' 00.00' P.L. P P P P • P P- P P • P EXIST. SANITARY SEWER MANHOLE EXISTING 8" SANITARY SEWER LINE TOP 26.16 8" F.L. 19.16 X 3,4 X ❑❑❑ ❑❑ ❑❑❑ El ❑❑ M X ❑❑❑ ❑❑ x to N ❑❑❑ ❑❑ ❑❑❑ ❑❑ X B Y PLAN PLAN GRATE FRAME is io io 3/4" 3/q" M 2'-6- II Il !I II 11 11 II SECTION Y-Y SECTION X-X MORTAR _ _ _ _ MORTAR FILLED DOWELS TO BE 3/4" x 6" BOLTS AT EACH SIDE NOTE: WALLS TO BE ® PRECAST. SECTION B-B NTS 1'0 I4 2 I W 3 TC26.2o G25.7 z 4 z ZB as m 5 Cn om ^ _ C4 O N' 6 TC2 .2G� 7 81 3 Of 9 p TC28.20 p G25.� 1 `0 Of 11 W 12i uo TC28.71 v 'rG G26.20 z 28.70 v 26.20 1n s 0 tiy. I O ti w I o O p J e- N (O- Cr q O N SIGN POLE O o ( EXIST. 12" WATER (FIELD H•RELOCAERIFY TION) O z O RELOCATE Lij FIISTING RES HYDRANT Q z (THE RELOCATION OF THE EXISTING FIRE HYDRANT WILL BE THE RESPONSIBILTY OF THE DEVELOPER. COORDINATE WITH MR. CURTIS HERROD (281)471-9650) _ a z M ♦z a �o Q I W rye. P P P-p P P P P� 1- EXISTING OVERHEAD ELECTRICAL SERVICE THIS END CONNECTED GROUT AROUNG SYMMETRICAL TO INLET OR J-BOX RES PIPE ABOUT --- HALF SECTION HALF SECTION UNDER GROUT AROUND UNDER PAVEMENT r NATURAL GROUND gL RES PIPE PAVEMENT RESTRICTOR PIPE SUB GRADE 6" MIN. BACK FILL PER 1.-0" SPECIFICATIONS RESTRICTION 6" 6" _ PIPE SPRING LINE SIDE VIEW END VIEW CEMENT STAB. 3" DISCHARGE DRAIN LINE WITH RESTRICTOR PIPE TRENCH WIDTH SEE NOTES 3 & 4 PIPE BEDDING DETAIL NTS ti tag " NO.4 BAR CONTINUOUS LONGITUDINAL NO,, 4 DOWEL BARS 24 CTRS. ' o TO _- �j4 BARS Q 24" 0-C E.W. D U CONCRETE CURB W.S.E. VA 1 1V� TES SIGN 12"x18" w z J MAINTAIN SLOPE ALONG GUTTER LINE-, e , J A 6111994.118 SQI IARF POUT TRA(`T our OF LOT to. BLOCK 2, W. 1. FAYNE SUBDIVISION, IIARRIS COUNTY, 'TEXAS, ACCORDING TO The PLAT AS RECORDED IN VOLUME 384. PAGE 161. IIARRIS COUNTY DEED RECORDS - BEGINNING AT A 1,V IRON ROD FOUND AT THE INTERSECTION OF THE NORTH LINE OF SAID LOT I" AND TIIE EAST RIGHT -OP -WAY LINE OF UNDERWOOD; THFN('E S R9' 57' Zr 6, ALONG THEE) NORTH LINE OF SAID LOT I• AND THE 30UM LINE OF BLOCK 9 OF CREEKMONT SUBDIVISION SECTION ONE ACCORDR40 TO Tim FLAT AS RECORDED IN VOLUME 279, PAGE 145 OF THE HARRIS COUMT bW RECORDS, A DISTAW T OF"m.9t FEET TO A WIRON ROD SET FOR CORNER; THF.NC'F. S M" 41 11171: 230 M FEET TO AA" IRON ROD SET PORCORNER; THENCE N 89" 37' 22- W :.100.02 FRET TO AN "X" SET IN CONCRETE ON THE EAST RIGHT-OF- WAY LINE OF UNDERWOOD. THENCE N wr 41' 3111" W. ALONG THE EAST RIGHT-OF-WAY LINE OF UNDERWOOD. A DISTANCE OF 210.00 FEET TO THI! POINT OF WA"ING AND CONTAINING A COMPUTED 9R AREA OF 01t9RA SQ( IARE FEET OR 1 SW ACRES OF LAND NOTE: SEE SHEET L-1 AND S-1 FOR DETAILED LAYOUT OF UTILITIES, MECHANICAL EQUIPMENT PADS, CONCRETE, ROOF DOWN SPOUT LOCATIONS, DIMENSIONS AND ELEVATIONS. SIGN 12"X9" MAXIMUM SLOPE 12 HORIZONTAL TO 1 VERTICAL SAWCUT 6 L-REINFORCING STEEL EQUAL TO STANDARD 18" CONCRETE WALK SECTION "A -A" HANDICAP DETAIL N.T.S. Y 4e O/ 1 PRO E !LOCTI VICINITY MAP NTS 20 0 20 40 60 Scale 1 " = 20' BENCH MARK: RM 5 (78-12-25) CHISELED SQUARE ON S.E. CORNER OF TRAFFIC LIGHT SWITCH BOX PAD AT S.W. CORNER SPENCER & UNDERWOOD. ELEVATION 25.04, 1978 ADJUSTMENT. FLOOD PLAIN MANAGEMENT INFORMATION: COMMUNITY NO.: 48201C PANEL NO.: 0940 SUFFIX: J DATE: NOV. 6, 1996 ZONE: 'X' Owner. Lomax Restaurant Management 10423-1/2 North "H" Street Lo Porte, Texas 77571 Developer: E & S Construction 4913 College Park Deer Park, Texas 77536 Property 2501 Underwood Road Address La Porte, Texas 77571 D SITE PLAN ACCURACY CERTIFICATE 1 �' 1, Joseph A. Costanza, am registered under the laws of the State of Texas t4 F to practice the profession of engineering and hereby certify that the above site plan it is true and correct. The survey was prepared 2/26/01 by Billy L. Shanks, R.P.L.S. #1821. 1 W f central angles are accurately shown on the plat. ,qSPH A. COSTANZA,� ,pp ......................... � a ` f • f . + 48384 �w,% J ph A. Costanza, P.E. FGISTEP�v��°' T xa Registration No. 49384 qi%;;`GfVA%, �s{pl CITY APPROVING AUTHORITY CERTIFICATE This is to certify that the City of La Porte, Texas has approved this site plan and development of Cornbreads Cafe in conformance with the ordinances of the City of Lo Porte. (�j By: 0- Di 3 �� rector Plan nir/d epartment DETENTION REQUIREMENTS DEVELOPMENT AREA 1.58 AC. DETENTION STORAGE RATE REQUIRED 0.20 AC-FT/AC DETENTION STORAGE REQUIRED 0.32 AC -FT DETENTION STORAGE PROVIDED A. PARKING AREA 0.22 AC -FT 0.33 AC -FT B. DETENTION BASIN 0.11 AC -FT DETENTION STORAGE RATE PROVIDED 0.205 AC-FT/AC DESIGN WATER SURFACE ELEVATION 26.20 MAXIMUM DISCHARGE RATE 0.20 CFS/AC 0.32 CFS DISCHARGE RATE PROVIDED 0.32 CFS RESTRICTOR SIZE 6*(MINIMUM) REVI MNS R x i W U. zUcn � O J � U Z m Z n. O U r� N v U O N 10 Jd C n 2 N m c teW C m(n xx 'o, m .:3 L N~ W 0 4) ._ 07 �- 07 ¢, C CMN �La•rpU SHEET isvipel D JOB NO. 200119 O /- 8" 1 13 N cc w ul z� CO -71 a m 7 Z 0 z a 'a 0 w z N Z N om z O a .W > U [0 2 A 1 u o N N aD , O Q O M i /i___ w 0 N CU ti C> 0 v to 0 L 3 C� Z ;< a 0 N N L U .o L CL i -P ryd�O O CD O ry6. CV O ryy� ryy, .L.25.00 PROP. OFF -SITE SHEETFLOW INTERCEPTOR SWALE ® 0.20% 300.00' P.L. d�6 by ti 40 6 �F.L. 23.60 TEI J26.40 X TP2 7.1_ rcv�r rwnv 60.29' (TYPInuvr A ) 2% MAX. m SLOPE 0 U a 0 i L �ro ry60 _j rn ry6 X x TP26.50 WALK -I o FINISH FLOOR REF. 27.20 FF -� 27.20 COOLE TP 7.10 w } �01^ W "A" TYPE INLET U A/C TG26.00 � 10" F.L. 24.06 U o ELEc SE I Ton. n G2.6 20 ry,�0 TYPE "A" INLET TG26.00 TYPE "A" INLET ((W)12't F.L. 21.93 TG25.70 (N)10" F.L. 22.10 W)12" F.L. 20.23 (E)12" F.L. 23.28 E&N 12" F.L. 21. tid�6 0.30% O.w/ 76 L.F y' P.v.c. 51 52 �GGry�,; 2s.1 0 X N o H/� 50 m Ln t6 ryyoY S. TGFH/c 49 L 5 4 1551156i 57 1 TP25.80 X U y7 IL ryy. 0 E "A" INLET '5.45 z 10" F.L. 22.01 W 12" F.L. 21.84 Q PROP. 6"x24" P.V.C. RESTRICTOR GROUTED WITHIN PROP. 12" P.V.C. �6 0d .EXIST. DRAIN yd' tid' TOP 23.03 F.L. 15.89 _- ❑ 0 EXIST. INLET TOP 24.00 TC26.70 ( F.L. 19.18 G26.20 0 75 L.F.- N 12" P.V.G. 0 0.30% / 0 G26.2 26.20 NCRE E DRIVEWAY TC26.70 7 G26.20 LtJ TC26.70 N Ne"ti9�Hc 24 24 60 L.R-10"P.V.C. 4g 30� 2 .04 _ 0 0.38% oti 2% MAX. 47 ti6ry� 26 Q 23 tiy�Q 2 SLOPE o n I ' e m n N a ti a 2% MAX. N SLOPE oM 20 L'i0 NOTE: ROOF DRAIN RECEIVING I N PIPE TO BE 6" P.V.C. oCLEANOUT X 0 tib 20 L.F.-10" P.V.C. 0 0.38% 56.7' y 15.0' Tr�n� n TTC26.70 X G2%11 X 14, 4P tiy' tih' SC /CONCRETE DRIVEWAY TP26.20 TP26. ME 1 i • , J •• t / t PROP. 12" F.L. 20.00 1 h• I = Z O In (L x wQ O O Ly. CD hry ' Y tid' t- J 3 w 0 LJJ U Z O 0 N w SIGN POLE O Od' 3 EXIST. 12" WATER I z (FIELD VERIFY PRIOR TO F.H. RELOCATION) W RELOCATE EXISTING FIRE HYDRANT I� (THE RELOCATION OF THE EXISTING FIRE HYDRANT WILL BE THE RESPONSIBILTY OF THE G25.95 X X G26.20 6 tt5b S CONCRETE w o Z a DRIVEWAY za `W ~ TC26.70 ¢ x o �d° G26.20 w a 20 TP26.20 1END CURB DO NOT DISTURB I (15'0"RADIUS r EXISTING SWALE i �d:`� PLANTING (OFF -SITE SHEETFLOW) a y .. rp 300.00' P.L. ti�b Cam__---_ ----- - P P 0- P P P P-- P P-- P P EXIST. SANITARY SEWER MANHOLE EXISTING 8' SANITARY SEWER LINE 70P 26.16 8" F.L. 19.16 EXPANSION JOINT _ ASPHALT RUBBER PLATE 26 GA. STEEL TUBE z ` `. OR HARD PLASTIC ° LOOSE FIT. END - DEFORMED REDWOOD EXPANSION " JOINT FILLER 3/4" SMOOTH BAR DIPPED IN ASPHALT. THIS END STAKE TO SUPPORT THE REDWOOD HEADER SHALL BE REDWOOD. EXPANSION JOINT DETAIL NTS P - P P-- P-P P P P EXISTING OVERHEAD ELECTRICAL SERVICE " cuRVE RAwlus . C2 10.00 C3 14.00 ' C5 14.00 GROOVD CONSTRUCTION M C6 10.00 JOINT Woc OYP.) OBSINLK;I N Umtte of Ramp EXPANSION JOINT AT -� EXPANSION JOINT ALL DRIVEWAYS AND EXPANSION JOINT OTHER TERMINATIONS 25• oc (TYP.) 48• Lr-� /4 Longitudinal EXPANSION JOINT/or SAWCUT IF THIN IS TO EXISTING PAVEMENT •T- Fibermeah 1-1/2iba/cy -NOTES 1. WHEELCHAIR RAMPS ARE INCIDENTAL TO Alternate Re-Inforcing SIDEWALK 2. CONCRETE SHALL BE 2500 PSI 4 SACK. 3. MAX. 1/4 • /FT CROSS SLOPE 4. MAX 1/2"/FT RUNNING SLOPE NOTE: EXTEND SLOPE AT ALL INTERSECTIONS (SIDEWALKS. STREETS, St DRIVEWAYS etc.) AS REQUIRED TO ACHIEVE A UNIFORM SLOPE 1:12 MAX. AS PER A.D.A. GROOVE PAVEMENT AS SHOWN IN GROOVE DETAIL. 24• CURB TO BE MONOLITHIC WITH SIDEWALK 3/4 ' UP --+..a-'."mow. • 't 2• Bonk Sand 6x6xj6 w.w.f. /4 BARS SECTION A -A SIDEWALK DETAIL WT.S I � k A 6999R.RR 501JARE FOOT TRi11'r OUT OF LOT IQ BLOCK 2, W. J. PAYNB SUBDIVISION, HARRIS COUNTY, TEXAS, ACCORDING TO THE PLAT AS RECORDED Q4 VOLUME 394. PAGE 161. NARRIS COUNTY DEED RECORDS- REGINNINO AT A'h" IRON ROD FOUND AT THE INTERSECTION OF THE NORTH LINE OF e SAID LCIT 10 AND TIM EAST RIGIIT-OF-WAY LINE OF UNDERWOOD. ' THENc'F. S 89' 57' M" k ALONGTHE NORTH LINE OF SAID LOT IO AND !f(8 SOUTH LINE OF BLOCK 9OFCREEKMONT SUItDtvism sect ON ONE ACCOMM TOIM PLAT AS RECORDED IN VOLUME 279. PAGE 145 OF THE HARM COUNTYMAP RECORDS, A DISTANCE OF100.e2 FEET TO A %" IRON ROD SET FOR CORNER; THF.NCR C 0Ir 4U 18" 1: 2300) FEET TO AA" IRON ROD WrFOR CORNER; . THENCE N 4r 57' 22" W 300.02 FFET TO AN "X" SET IN CONCRBTEON THE EAST RIGtR-OF- WAY LINE OF UNDERWOOD; THENCE N txr 41- 3R" W, ALONG THE EAST RIGHT-OF-WAY LINE OF UNDERWOOD, A DISTANCE. OF 230.00 FEET TO THE POINT OF BEOMNINO AND CONTAINING A COMPUTED AREA OF GR998 RR SQUARE FEET OR 15R40 ACRES OF LAND SC EJ SAWCUT EXPANSION JOINT NOTE: SEE SHEET L-1 AND S-1 FOR DETAILED LAYOUT OF UTILITIES, MECHANICAL EQUIPMENT PADS, CONCRETE, ROOF DOWN SPOUT LOCATIONS, DIMENSIONS AND ELEVATIONS. •e�k•E t 20 N• VICINITY MAP NTS 0 20 40 Scale 1 " = 20' FLOOD PLAIN MANAGEMENT INFORMATION: COMMUNITY NO.: 48201 C PANEL NO.: 0940 SUFFIX: J DATE: NOV. 6, 1996 ZONE: 'X' Owner: Lomax Restaurant Management 10423-1/2 North "H" Street La Porte, Texas 77571 Developer: E & S Construction 4913 College Park Deer Park, Texas 77536 Property 2501 Underwood Road Address La Porte, Texas 77571 DRIVEWAY SHALL BE 6" STRUCTURE REINFORCED CONCRETE 5 SACK, 3,000 PSI WITH - - #4 (1/2") BARS ® 24" O.C.E.W. 1/2" PREMOLDED EXPANSION JOINT APPROACH SHALL BE 6" VARIES REINFORCED CONCRETE R (VARIES) _ (10'-0" MIN') 5 SACK, 3,000 PSI WITH R.O.W. 5 MIN. - - #4 (1/2") BARS ® 24" O.C.E.W. I TIED TO THE EXIST. RE -BARS L LIN�W� IN THE STREET. 1-1 /2" SAW CUT EXIST. PAVEMENT * IF NO REINFORCING EXISTS, DOWEL #5 BARS INTO EXIST. CONC. AT THE MIDPOINT VARIES OF THE THICKNESS ® 24" O.C. & SECURE SEE PLAN WITH POROCK EPDXY OR APPROVED EQUAL. CONCRETE PAVEMENT tt !4 TYPICAL DRIVEWAY DETAIL �stot R ►► kfi LIJ LL Q LLJ 0 r0 VJ H Q J � U � Z a Z z I� O U 44)) a o, O a In m n n m Nto c C CA v> X 'M O (D c ,zt tT . •M to LaJ dM C) SHEET C�? JOB NO. 200119 -'/3 --- 0 z � Z o m z � � Z Z a a m A> 3 �¢ � N O Q O M N U N M c a, 84'8-1/2" c o O 60'3-1/2" c0 cal m 20'0" 20,0„ 25'0„ 20,p„ 5101# I � • �a I I � � I - c5 I NEW Z' WATER LINE TO B ING I I — — — 300_00' P.L. — } ,,F-•.:-;-.:` ''. ., .- •....._..-„y DSC/+APE REQ HIRED TO B LDING AT CH SIDE r _YIvGI"IR214s-t1oN WA1gfC UNI: ✓ B G' G' B C PIANTDID J '^ 4. PLUM PLANitNO �,; (µ � ' MAN"D i w D A I f D 1 51 52 53 54 55 56 57 58 59 ' +° - o I CONCRETE DRIVEWAY o 'Co ilia 0 IN m 49 VuwWxg ( I Iaw D I IN B 24 , 24 1 V .7 - VAN 48 1 1 C ( O o 1A ® E 3 � o I W �u;aj Oo d $ ' 47 26 '1' 23i 2 >*�c9 _ c I I Q 46 27 ' i' 22 3 ' A 1 O 00 -- A ' . o 1 ' 45 28 ' I' 21 1 4 ' C 1 O � 1 i® D ' tn 44 29 ' i 20 i 5 Puu11MD 1 r ' 43 30 �' 19 6 o °D I i - � � Q i D1 42 31 �;� 18 i 7 ,� N a 3 © I 1 ------------ - -=----------� 8 �� 41 a 32 �I' 17 I G CL v 1 . tDa TM % I \�� 33 � 1 � � 16 ; 1 , 9 ' � q � O t 115.D,� z I - 39 L 34 , 15 f' 10 I I ' 3 ?� HAIRpiB 'IN i I D ' 38 35 ' I' 14,' 1 11 J w >Q.VIONROFAM an B >mmy ' 37 � 3&,, ..13 i 12 r C 6,9„ i 1 ' 1 YORAM 10W VD: a AUT(ON i p XUWrM ti AM CM UM � 1 CONCRETE DRIVEWAY 1 CONCRETE DRIVEWAY 1 iC Cx�l ' i:� `crcrfl� �" urF,e�rzou Nnalc>„ r'r D I o - ► I 1 FF�C.iSL "RieaL 5e12.vItE res-glGi RANi1N0 15'0"RADI s 0 PUN1D«r , ( E _ 1 A d+ I D Y F4 Y ea�vry l� rrcrrrr♦anat vtA�ezz �InE _ 1 _ A E 1 C I dj, .-_... B C B C L— -- 300.00'P.L. —1 B C --------------- - - - - '- =7 STING NATURAI.GASLINE — `-.,� _-'�- -r g -}-- STING SANITARY SEWER MANHOLE - - - - - �- - - - - -REQUIRED-- �- - - - - E1tISTING OVERHEAD ELECTRICAL SERVICE- ✓ x ° y 1 LANDSCAPE TO BUILDING AT EACH SIDE S" EXISTIN SANITARY SEWER LiNB L1 , BLDG. LINE ? Fol Le valm L L% lu,\\Ii B 0 C & P E ill 20'-011 2015 1D 5 0 20 40 60 HH H i 1 I I I I SCALE IN FEET 1 1 60'3-1/2" I 81011 1 , , PARKING REQUIREMENTS FOUR SPACE PLUS ONE FOR EACH 100 SO. FT. OF BUILDING. BUILDING SQUARE FEET = 5437 P L a H 4 PLUS 55 -- 59 PARKING SPACES REQUIRED. --------------------------------------- TOTAL PARKING SPACES FURNISHED = 59 SPACES, OF WHICH 3 MUST BE UNIVERSAL ACCESSIBLE HANDICAPPED. THE ABOVE PARKING SPACES HAVE BEEN PROVIDED. z3'-p'+ 2'6-1/21' +s �i o-I- Ul� � %w li :i -- -- W co C tub '�1 CO �. �. �O •-+ W z 11)011 o �I. ea-r--- - - --- c0 4'9-1/2" j GAS ETE. w Ids r'I 3,p„ , 3' 1-1/2" w t _ 5'0 Z i imum o v i I Y 1 IN Wawl s1®� ' N� — TO SM DRARIS. i�--+---- ----- Y i � I 1 1 1 I � d . ENLARGED PLAN AT BACK OF BUILDING 1" - 10'-0" LANDSCAPE INDEX. k I�Ci.blP�ss� arpe rt,0ai'1-Igr AT 50'0" O.C. MAX.. 5 REO0. C� & WAXLEAF UGUSTRUM (UGUSTRUM JAPONIEUM) 3 GAL CONT. AT 30" O.C..125 REO'D. C. ALL LANDSCAPED AREAS TO HAVE DECORATIVE BARK MULCH WO" AROUND PLANTING. D. ALL AREAS INDICATED PLANTING TO HAVE GRASS FINISH. LANDSCAPE REQUIREMENTS J �'4 TOTAL AREA TO BE DEVELOPED = 1.58 ACRES OR 43560 x 1.68 - 681125 SO. FT. TOTAL LOT AREA = 661520SQ. FT. LESS ROOF AREA OF 6224 SQ. FT.=62GOISQ. FT. 62601 SO. FT. x 6% REQUIRED LANDSCAPED AREA = 376650. FT. TOTAL LANDSCAPED AREA TO BE DEVELOPED = 6315 SO. FT., OR APPROX.%%. ''�.'fy�%wr.r7.s«mer`:,-»�...:z�:��aw�_-, ..:._.,�,....:..__z,.K..:..w.,.u,„.K,,,,,,r..:Aw.,,,...�-.-_.....,..--"'.-,w.. •_: UNDERGROUND IRRIGATION SYSTEM UNDERGROUND IRRIGATION SYSTEM TO BE PER OWNER REQUIREMENTS AND INSTALLED BY AN APPROVED QUALIFIED IRRIGATION CONTRAC7011. A SEPARATE PERMIT IS REQURIED. NOTE: IRRIGATION SYSTEM GENERAL CONTRACTOR TO PROVIDE AND INSTALL 1" WATER METER AND TAP COST FOR IRRIGATION SYSTEM. IRRIGATION SYSTEM CONTRACTOR TO BE LICENSED AND SHALL PROVIDE ALL REQUIRED DRAWINGS, PERMITS & ESTIMATE COSTS AS REQUIRED. E� d Q3 13 d C3 IZ.".. L. "" �❑ VV ❑ C:7 • Now&... 0 i U L N 00 W f— x 0 S V � W z C e Q U [L LL. W o Ld a Z 0 �W "a7 Z 0 V1 N cad fide no. GRSP5.VWF job no. 2016 drn. by Guy L. Ford Jr. date 04--16-2001 revised 04-20-2001 05-31-2001 06-15-20Q1 L =� Gller?r 3610,1