Loading...
HomeMy WebLinkAboutSAN JACINTO COLLEGE CENTRAL CAMPUS MAINTENTANCE & POLICE BUILDINGWARD R HB 23.00 HB 23.00 -� 4 �1 r4 COLLEGE 1I SAN JACINto TRS 17C & 23), VE Y , SUR H iN W.M. JONo 482 LD ABSTRACT z O i.DOx UN. *I. O t.00x W TOE 17.00 - r_------ TOE 17.00 " SECTION "B-B" N.T.S. VOL 198, PC, 78, H.0 H.C.M.R. G o CONCRETE 1 EXIST. PRIVATE DRAINAGE CHANNEL � 4 O < SY 03' 17.59"E •r 8 �- ' 0 1280.00' TOM 2 -m e 3 !` $ d5- . - . - . - . _ . _ - . w P OR 1 N O� In O OLOCK InW PUNIER Do Q z 5.W i 1 , 30.00' i SIGN GUARD RAIL 5 I i cuARD RAIL SURVEYOR'S NOTES: 1. THE BOUNDARY LINES SHOWN HEREON ARE ORIENTED TO THE TEXAS COORDINATE SYSTEM, SOUTH CENTRAL ZONE, NAD 83. 2. ACCORDING TO F.I.R.M. MAP NO. 48201CO940L (COMMUNITY -PANEL NO'S 4803070940L & 4854870940L), MAP t1 REVISED DATE: JUNE 18, 2007. THE SUBJECT PROPERTY LIES V) WITHIN THE AREAS DESIGNATED AS ZONE "X" UNSHADED. I DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD; N AND ZONE "X" SHADED. AREAS OF 0.2% ANNUAL CHANCE O FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE O DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS 1 THAN 1 SQUARE MILE; AREAS PROTECTED BY LEVEES FROM 1% r ANNUAL CHANCE FLOOD. t9 co THIS STATEMENT IS BASED ON SCALING THE LOCATION OF THE / __._..SUBJECT TRACT ON THE ABOVE REFERENCED MAP. THIS LLI ~ INFORMATION IS TO DETERMINE FLOOD INSURANCE RATES ONLY LY AND IS NOT INTENDED TO IDENTIFY SPECIFIC FLOODING O CONDITIONS. a. 3. ALL UTILITIES SHOWN HEREON ARE LOCATED USING Q "APPARENT & VISIBLE" EVIDENCE BY ON -SITE OBSERVATION -) UNLESS OTHERWISE NOTED. 11 O 4. ALL RECORD UTILITIES PLOTTED FROM DIGITAL FILES PROVIDED BY BROOKS & SPARKS, INC., PROJECT No. 726-0079, FILE: SAN JACINTO COLLEGE CENTRAL CAMPUS MASTER PLAN, DATED MAY F- 15, 2007. U r 5. A PORTION OF THE SUBJECT TRACT IS AFFECTED BY THE CITY ORDINANCES AND ZONING REGULATIONS FOR ZONES "GC', 'NC' & "R-Y OF THE CITY OF LA PORTE, TEXAS. LCn 'J 6. A PORTION OF THE SUBJECT TRACT IS AFFECTED BY THE CITY ORDINANCES AND ZONING REGULATIONS FOR THE CITY OF PASADENA, TEXAS. J s 7. THIS SURVEY DOES NOT PROVIDE ANY DETERMINATION CJ 3 CONCERNING WETLANDS, FAULT LINES, TOXIC WASTE OR ANY OTHER ENVIRONMENTAL ISSUE. SUCH MATTERS SHOULD BE U DIRECTED BY THE CLIENT OR PROSPECTIVE PURCHASER TO AN EXPERT CONSULTANT. O (n I REFERENCE BENCHMARK: O 1 RM 020255 - HCFCD ALUMINUM DISK STAMPED "B112 BM 03" Ln T ON BRIDGE AT SPENCER HIGHWAY AND WILLOW SPRING BAYOU 3 LOCATED ON DOWNSTREAM SOUTH CONCRETE WALK AT THE O CENTERLINE OF THE BRIDGE IN KEY MAP 538' IN THE ARMAND O 1- BAYOU WATERSHED NEAR STREAM B112-00-00. r ELEV.=24.11' (NAVD 88, 2001 ADJ.) � I X TEMPORARY BENCHMARKS: TBM "K" - BOX CUT ON THE NORTHEAST CORNER OF CONCRETE 0� 3 HEADWALL ALONG THE EAST TOP OF BANK OF DRAINAGE DITCH >, O a LOCATED t225.5' WEST OF LUELLA AND ±1164' NORTH OF >' S_ FAIRMONT PARKWAY.. / p ELEV.=26.11' z 1 "T" I TBM - BOX CUT ON THE SOUTHEAST CORNER OF CONCRETE Q YI X HEADWALL ALONG THE EAST TOP OF BANK OF STORM It O CONVEYANCE CHANNEL ±22' NORTH OF FAIRMONT PARKWAY. I:� O ELEV.=23.83' O 1r) M 4-- O X N U Q) 1n o m J 0 -p CO / U O L� u f: e - •f�-�i 20.0' HB 10'0' 5.0' 22.78 � 22.60 � I � HB 22.78 .+ 22.60 FL 22.10 - 21.53 �- FL 22.10 - 21.53 SECTION "C-C" N.T.S. e • CONCRETE �-LIMITS OF PHASE I 4:1 N - O- a 1 c ,p o RIB l�l LJ �� Yi, MAX. N TP 3 ZO O) . ONI: $ ^, p"> 1. E .,r :, %i,(l.SG�ni•,,,� ,r i..: , ,; r-:e !, .r' •'l4.=.' .,�,r A N 'e0,/` ,.., r, $ 8 tz 7P *.ITN x N Z a' .. PROP. DETENTION POND MAX.(n ' H 1 0 i 4.99' t1 n-5.00'.: O 310.01' O B® PROP. 1887 LF00-YR, EVENT 20' DE �I 2500 1800 n2498 T800 �) 2501 1 W g t10N1NG SWAU: O 0.20X R100�1 Toe® DETENTION BASIN SHALL BE PROPERLY OPERATED I g $ AND MAINTAINED BY PROPERTY OWNER. ( Rr TOE f- I n rTOE® 24.9E a� II r O HB S,_:;,, � 30 FRO JT SETBACK + 33 17.59 W 1270.18 PROP. 6' CHAIN $ LINK FENCE CONCRETE I W/ DOUBLE GATE 1° -64.96' � �"'� PROP. LEFT cc `--TURI1_LAt1E LUELLA BOULEVARD (]5`R.O.WJ CONCRETE LEGEND: 7" REINFORCED CONCRETE PAVEMENT 5" REINFORCED CONCRETE PAVEMENT DIRECTION OF 100-YR '1101 EVEN' SHEET FLOW DETENTION POND NOTES: tO TIE PROPOSED CONCRETE SLOPE PAVING TO EXISTING CONCRETE CHANNEL. Q2 PROPOSED 5" CONCRETE SLOPE PAVING WITH REINFORCING. O3 PROPOSED 6" RESTRICTOR SEE DETAIL THIS SHEET. ® CONTRACTOR SHALL SPRAY FLEXTERRA HYDROMULCH MIXED AS SPECIFIC BY MANUFACTURER AT NO LESS THAN 4,500 LBS PER ACRE TO ENTIRE AREA OF DETENTION POND AND TWENTY FEET (20') BEYOND HIGH BANK OF DETENTION POND. f� CONTRACTOR SHALL INSTALL A 4' (FOUR FOOT) WIDE SOD STRIP AS SHOWN ON PLAN. © CONTRACTOR SHALL HYDROMULCH ALL AREAS OF POND NOT SPECIFIED TO BE SODDED. DETENTION SUMMARY 1. SERVICE AREA 3.334 ACRES 2. STORAGE COEFFICIENT (Cs). 0.55 AC.FT./AC 3. DETENTION REQUIRED 1,8337 ACST 3.334 AC X 0.55 AC.FT = 1.8337 AC.FT 1.8337 AC.FT. X 43,560 SQ.FT./AC. = 79,876 C.F. 4. DETENTION PROVIDED 4.81 AC.FT 209,788 CU.FT./4.81 AC.FT. 5. WATER SURFACE ELEVATION 21.33 6. RESTRICTOR SIZE 6' NOTES: 1. PARKING: CITY OF LA PORTE PARKING REQUIREMENTS ARTICLE VI CITY OF LA PORTE PARKING ORDINANCE, SECTION 106-835 FOR COLLEGES AND TECHNICAL INSTITUTES PARKING SCHEDULE - VISITOR Comments Type Count VISITOR PARKING 20 VISITOR - HICINT �9'x18'-90deg-90deg 9x188;-90deg VISITORVISITOR- POLICE PARKING 28 50 PARKING SCHEDULE - STORAGE Comments_ Type Count STORAGE STORAGE - MAINT.PARKING 9'X18'-90deg 51 SSTORAGE - H.C. 19'X18' - 90 deg 29 80 2. DUMPSTER: TRASH COLLECTION WILL BE ON SITE WITH EXISTING DUMPSTERS ON CAMPUS. 3. PER CITY OF LA PORTE BUILDING DESIGN STANDARDS THIS STRUCTURE SHALL 100% MASONRY/ GLASS PRODUCT UNLESS OTHERWISE APPROVED. 4. FENCING AND SIGNAGE WILL REQUIRE SEPARATE PERMIT FROM THE CITY. 326.74' SAN (TRS J17C1 & 23COLLEGE IN W M. JONES SURVEY 482 • ABSTRACT N0. s TOE OF SLOPE-/ P� � � e GUARD ML @ s CONCRETE DITCH. 1CIY OF LAMP ))>TE� T CONCRETE CONCRETE -F F J 6' CHAIN LINK RNCE 10' UE `._,.........._.._D....-........._..�..._.._,..C_,.__,,.rv. VOL 7959, PC. 615, H.5.O.R J GUARD RAIL �" �� / VOL 198, PG. 76, HONA. i VOL 7959, PG, 615, HA. D.R. I I VOL 7959. PG. 615, H C.D.R. -" j �� 10' UTILITY EASEMENT. j .,.► BY SEPARATE INSTRUMENT i i I j IBM 'K• j j � ( ) � 20 REAR SETBACK n� � � '�a rs s •I, BUILDING (25,085 SF) aFF=28.75 256.83' 181.2V Y' Dill .. voI 24.38' NT 03' 17.59"W 688.29' s•�' PROP. 5' CONC. SIDEWALK FLOOD STATEMENT This trc:+ct is in zone "X" unshaded. determined to be outside the 0.2% annual chance flood; and zone "X" shaded. areas of 0.2% annual chance flood; areas of 1% annual chance flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; areas protected by levees from 1% annual chance flood. according to the FEMA Map # 48201CO940L, Revised June 18, 2007. CI"'Y APPROVING AUTHORITY CERTIFICATE This is tD certify that the City of La Porte, Texas has approved this site plan and development of SAN JACINTO COLLEGE - CENTRAL CAMPUS MAINTENANCE & POLICE BUILDING in conformance with the 0 dinances of the City of La Porte. • BY ";AI Director, Planning De artment SITE PLAN ACCURACY CERTIFICATE I, W. Joel 'Seybert, am registered under the laws of the State of Texas to practice the profession of engineering and hereby certify that above! site plan is true and correct; and that all bearings, distances, 'angles, curve radiuses, and central angles are accuratelyshown on the site plan. W. J05. V.ybert Texas Recistration No. 92999 TOP OF BANK TOP OF BANK EL. 23.00 EL 23.00 HB 23.00 HB 23.00 4' VARIES VARIES 4' SOD r SOD SOD / I 21.33 .� ' FLEXTERRA r FLEXTERRA ! 4 - tI e TOP SOIL 1.00% 4' SOLID 6' 4' SOLID 1,00% SOD SOD 4" TOP SOIL •:. . :•... I SEE PLAN ... PROP. 131 LF PKX 4' TOP SOIL "" "" 4" TOP SOIL CHWAL o O.35s FL 16.50 SOLID SOD SOLID SOD TOE 17.00 TOE 17.00 5" CONC., 5 SACK -`i 12" x 8" TOE WALL 3000 P.S.I. O 28 DAYS R „ 6x6 SECTION A -A', OxW4 5xW 5WWF N.T.S. PROVIDE REDWOOD' EXPANSION JOINTS EVERY 40' PILOT CHANNEL N.T.S. N ,O .al E b ta. a, D• O a w iv 18 2500 800 78.' 2500 18.00 fig,£ OR 500 m O `a. 1 a,. N O A s' 3 `31'c x a: � m IN R14.0 *� ::s 1„"} SAN JACINTO COLLEGE (TRS 17 -1), SURVEY, IN W.M. 2 ABSTRACT N0. 48 10 P.S. O 9.0'=90 00 1900E 25 g �? T m b N C T $" .. .. ? LIMITS OF PHASE f 8.00' 8 00 1 , �G Pa` o M I 8 O CONCRETE ( .-.0,.,,,,,,yA ; 6' WRWGHT IRON FENCE 50 0 25 50 �W% I I I SCALE: 1"= 50' SAN JACINTO COLLEGE CENTRAL CAMPUS MAINTENTANCE & POLICE BUILDING, ZONED R3 3802 LUELLA BOULEVARD LA PORTE, TX 77571 OWNER: SAN JACINTO JR. COLLEGE DISTRICT DEVELOPER: SAN JACINTO JR. COLLEGE DISTRICT BEING A SUBDIVISION OF 3.334 (TR 1 7K, H CAD# 043- 1 4B-000-0 1 29 & TR1 7K-1 , HCAD# 043-1 4B-000-0306) ACRES OUT OF THE TRACT OF SAN JACINTO JUNIOR COLLEGE DISTRICT IN W.M. JONES SURVEY, ABSTRACT No. 482, CITY OF LA PORTE, HARRIS COUNTY, TEXAS CONCRETE in i -_10,r_. KEY MAP 578C SCALE: N.T.S. BROOKS & SPARKS, INC. F-880 V ..................... W. JOEL SEY13ERT ' 92999 11 F CENS `'� 1111 BROOKS cG,SPARKS, l/vG. Ct":+ls?.1L;7/J;> Wn%t^,:Nt_EK;Nc TEXAS REGISTERED ENGINEERING FIRM F-880 21020 PARK ROW PHONE.• (281) 578-9595 KATY, TX 77449 FAX: (281) 578-9686 SPR. 01 lc?-SoZ0000d6 GUARD FL 24' RCP (N) 74.14 R 24' RCP (E) f3.9393 GUARD RAIL GENERAL NOTES PROPOSED STORM SEWER 1. ALL UNDERGROUND UTILITIES SHOWN ARE NOT GUARANTEED LEGEND: TO BE COMPLETE OR DEFINITE, BUT WERE OBTAINED FROM BEST INFORMATION AVAILABLE. PROPOSED MANHOLE 2. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. E3 PROPOSED GRATE/CURB INLET 3. THE LOCATION OF ALL UTILITIES PRESENTED ON THESE Q PROPOSED JUNCTION BOX DRAWINGS IS SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK. HE AGREES TO BE FULLY - DIRECTION OF FLOW RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND FL FLOW LINE PRESERVE THESE UNDERGROUND UTILITIES. *C.O. PROPOSED CLEANOUT 4. CONTRACTOR TO OBTAIN ALL PERMITS AND APPROVALS REQUIRED PRIOR TO STARTING CONSTRUCTION OF UTILITIES OR WORK IN THE STREET RIGHT-OF-WAY. DIRECTION OF 100-YR y EVENT SHEET FLOW LEGEND: C.O. PROPOSED CLEANOUT -& PROPOSED FIRE HYDRANT 0 PROPOSED GATE VALVE PROPOSED T.S.&V. FIL FLOW LINE DIRECTION OF FLOW .1 <. 1", ­.,, PIPE SCHEDULE Ot 6" SCH 40 PVC ® 1.00% O 8" SCH 40 PVC ® 1.00% O3 12" SCH 40 PVC ® 1.00% ® PROP. 5 LF 12" STM. SWR. ® 1.00% O5 PROP. 28 LF TRENCH DRAIN ® 1.07% NOTES TO GENERAL CONTRACTOR (GC): Oj PROPOSED 3" DOMESTIC WATER CONNECTION AND METER TO BE INSTALLED BY THE CONTRACTOR. PROPOSED 3" DOMESTIC METER SHALL BE INSTALLED ABOVE GROUND. 3" DOMESTIC METER SHALL BE A COMPOUND TYPE NEPTUNE R-9001 OPROPOSED 3" RPZ (ABOVE GROUND) W/ENCLOSURE SEE DETAIL: RPBPS-1 ON SHEET C1.16 OCENTER 1-20' JOINT OF 3" SCH 40 PVC WATER LINE OVER EXISTING SANITARY SEWER. O¢ CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING NEAR EXISTING GAS LINES. OCONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING NEAR EXISTING OVERHEAD UTILITY LINES. OPROPOSED 2" IRRIGATION METER -PER CITY OF LAPORTE'S STANDARDS. CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR ALL REQUIRED DEPOSITS AND BONDS. O7 PROPOSED 2" RPZ (ABOVE GROUND) W/ENCLOSURE. SEE DETAIL: FMC-1 ON SHEET C1.16 PROPOSED 6" DETECTOR CHECK BACKFLOW PREVENTER $ R ASSEMBLY w/ PN & FDC (MODEL DDBPPF-4" THRU 10") SEE DETAIL: DDBPPF-AL-SL ON SHEET C1.16 Og PROPOSED FIRE HYDRANT WILL BE INSTALLED BY THE CITY OF LA PORTE. CONTRACTOR SHALL DETERMINE THE LOCATION OF THE FIRE HYDRANT. �Q ALL CONNECTIONS MADE BY THE CONTRACTOR TO THE CITY OF LA PORTE WATER OR SANITARY SEWER LINE MUST BE INSPECTED BEFORE COVER UP. CONTRACTOR SHALL NOTIFY THE PUBLIC UTILITIES DIVISION AT LEAST ONE (1) BUSINESS DAY PRIOR AND REQUEST AN INSPECTION. SAN JACINTO COLLEGE (IRS 17C & 23)SUR 2 \/EY , IN 1NJ.4. JONES ABSTRACT NO. 48 CONSULT/No ENOrNEERINO Project Information HGL Starting Elev. (P,1. N.A Project: Maintenance & Police Building of SJC Central Campus Min Cover (11): 2 Absolute Intensity (iNhri Job No.: 6670025-00 Match Cor F: F Design Storm: 3 System. A _ Mr. Tic (min)' b = 77.27 Designed: QLY Dale: 11'20!12 . Defaultn 0,013 d= 1710 Checked: SPG Dale. 11,20,,i2 Default Junction K: N;A e= 0.81 1A 0.02 0.8 1 0.00 20.02 4.17 0.07 R 24 0.013 0.18 9.62 35 .. 0.53 23.82 1.63 2A 0.8 0.19 3.64 R 24 0.013 0.18 9.62 85 3 0.55 24,01 1.70 3 0.04 23.82 0.12 3A _ 0.8 0.47 382 R 24 - - _ 0.013 _0.18 9.62 41 4A 0.8 0.00 3.86 R 24 0.013 0.18 9.62 41 5 0.06 23,82 019 5 0.07 23.82 0.22 SA 0.8 0.23 3.84 R 24 0 013 0.18 9,62 49 6 0.13 -44.05 040 ... 6 0.05 23.82 0.15 6A 0.59 0.8 0.27 3.84 1.82 R 24 0.013 0.78 9.62 50 7 0.77 24.09 2.37 7 0.15 23.82 0.46 7A 0.8 0.28 3.84 R 2d 0.013 0.18 9.62 114 10 0.92 24.10 2.83 STATION SW SWR. MH R 24.54 R 6'XS' CDC (NW) 15.34 • A E FL 67r5' WC (SE) 15.44 :.O.R.I 5' WROUGHT IRON FENCE E i g 21 8 ____ 0.08 23.82 0.25 SA 0.8 0.00 3.86 R 24 0.013 018 9.62 41 0.08 _.. 23.82 0.25 _ ..._. 9 0.08 23.82 0.25 9A 0.8 0.23 3.84 I R 24 0.013 - 0.18 9.62 50 10 0.16 24.05 0.49 10 0.02 23.82 0.06 10A 0.92 0.8 0.28 3.84 2.63 R 24 0.013 0.18 9.62 65 11 1.10 24.10 3.39 11 0.12 23.62 0.37 11A 0.8 0.36 3,83 R 24 0.013 0.18 9.62 128 ._. 1. 1 ^G.. 24.18 _. 3.75 12 0.73 23.82 Z22 12A 0.8 0.71 3.80 R 24 0.013 0.18 9.62 129 13 1.95 24.53 5.98 13 0.08 23.82 0.24 _.. 13A 0.8 0.72 3.80 R 24 0.013 0.18 9.62 138 14 2.03 24.54 _... 6.22 14 0.24 23.82 0.73 14A 0.8 0.77 3.80 R 30 - 0.013 0.13 14.83 59 16 2.27 24.59 6.95 15 0.09 21.54 0.29 15A 0.8 0.00 4.04 R 24 0:013 0.18 9.62 42 16.. -0.09 21.54. 0.29 _. _. _.... 16 0.19 23.82 0.58 16A 2.27 0.8 0.23 3.84 6.95 R 30 0.013 0.13 14.83 31 22 2.55 24.05 7.82 17 0..5 22.83 0.79 17A 0.8 0.00 3.93 1 R 24 0.013 0.18 9.62 178 19 0.25 22.83 0.79 18 0.03 0.04 0.19 t8A 0.8 0.00 7.79 R - 24 0.013 0.18 - 9.62 35 19 0.03 0.04 0.19 19 0.30 23.82 0.92 19A 0.25 0.8 0.19 3.84 0.79 R 24 0.013 0.16 9.62 57 21 0.58 24.07 1 1.90 20 0.07 21,26 0.23 20A 0.8 0.00 4.06 R 24 0.013 0.18 9.62 40 21 - 0.07 21.26 0.23 21 0.17 23.82 0.52 21A 0.58 0.8 0.22 3.84 1.90 R 224 0.013 0.18 9.62 " 31 22 0,82 24.04 2.G5 22 0.00 23.82 0.00 22A 2.55 0.8 0.18 3.85 7.82 R 30 0.013 0.13 14.83 351 OP.,. 3.37_ 23.99 10.47 CONCRETE DITW . QJy „OF P NA r CITY Of LAWRTE R IY TS (x) Rm 10' U.E. R 12' °w (sq 1nm VOL. 198. PC. 76. H.C.M.R. 10' UTILITY EASEMENT (BY SEPARATE INSTRUMENT) PROP. 50 LF 24" STM. SWR. O 0.18% FL 22.29 (S) FL 18.70 (E&W) PROP. 41 LF 24" STM. SWR. O 0.18% FL 18.77 586' 56' 42.41 "W - 220.00' O RA E INLET 2A 5 18.92 SAN JACINTO COLLEGE (TRS 17K_1)' SURVEY, IN W.M• JONS 462 ABSTRAC 50 0 25 50 1 ® f- 1 l SCALE: 1'= 50' & SPARKS, INC. F-880 W. JOEL SEYBERT ................. • 92999 I�CENSEO Via" , FSS/oNAL ENG\_ SOUTH AL 21 F. i CAN01 8 CANO 8 CANO 1 PLANT SCHEDULE Sym. Botanical Name Common Name Scheduled Size .ILE COR Ilex cornuta burfordii Dwarf Burford Holly 30" HT., #5, 36" O.C., FULL so o zs so ILE VOM Ilex vomitoria'nana' Dwarf Yaupon Holly 24" HT., #3, 24" O.C. LAG IND Lagerstroemia indica Crape Myrtle -Tuscarora 8'-10' HT. MULTI TRUNK. #30 .MAGVIR Magnolia virgliniana Sweetbay Magnolia 10'HT. MIN. VSPRD. MIN., #30 SCALE: 1"=50' MUH CAP Muhlenbergia capillaris var. filipes Gulf Coast Muhly Grass FULL, #1, 30" O.C. QUE FAL2 Quercus Falcata Southern Red Oak 10' HT. MIN., 6' SPRD.MIN., #30 QUE VIR3 Quercus virginiana Live Oak 10' HT. MIN., 3" cal. min., #30 RAP IND Raphiolepis indica'Snow White' White Indian Hawthorn 12"-18" HT. min., #3, 24" O.C. TAX DIS Taxodium distichum Bald Cypress 12'-16' HT., #30 TRAASI Trachelospermum asiaticum Asiaticlasmine (3) 4" stems min., #1, 18" O.C. SOD Cynodon dactylon Bermuda Sod & SPARKS, INC. F-880 `VW................ERT 1 W. JOEL SEYBERT 92999 f LENS 00 lONAL �_ BROOKS & SPA RKS, INC. cNC.:;vE"r i?7NG TEXAS REGISTERED ENGINEERING ARM F-880 21020 PARK ROW PHONE: (281) 578-9595 KATY, TX 77449 FAX: (281) 578-9686 SPR. 03