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HomeMy WebLinkAboutSAN JACINTO COLLEGE ALLIED HEALTH BUILDING SITE PLANSLOPE COMPACTED EARTH O 1.5% MIN. TOWARD DRAINAGE PIPE W a o _ _ d- N N N w t� O O J 3 Li �O i o LL; vI X O 3 w 1- �X w _J I-- U X > 3 a D LO I _ N X rn N T m n / O — F__ co I Ch I YX r7 to O O ^ N � � M " O / � O U X N 0) O N Q� � / O 11'g .9i$ ,wZ aZZ =moo U_ m � 2 M ,�UF 0 wwa r, 0 IJ IV PROPOSED BIO-SWALE MATERIAL (REF. LANDSCAPE PLANS) NDS- EZFLOW FRENCH DRAIN SYSTEM (EZ-1001F) CROSS SECTION "A —A" N.T.S. n 9 z / °1a4° i o ■ 0 0 / Eel / EXIST. MUSIC BUILDING FF=29.8U n EXIST. ALLIED HEALTH BUILDING FF=2&58 =v,.o E PROP. BUN,DING F.F.- 2L58 (MATCH DOST 91 BUN.DNO F.F.) , . •, /A I:. a a= --11,. 101 rYMAP 30 0 15 30 - �L I � SCALE: 1"= 30' ° '.. :l r Ewa I �h LEGEND ABBREVIATIONS L CLEANOUT KEY M IP 578C CM - CREPE MYRTLE O CLEANOUT (RECORD) SCALE N.T.S. EJB - ELECTRIC JUNCTION BOX ,g GAS VALVE (RECORD) FL - FLOW LINE SURVEYOR'S NOTES: GP - GATE POST T. HOSE BIB (RECORD) '.. .. N.C.D.R. MH -MANHOLE -HARRIS COUNTY DEED RECORDS EB INLET 1. THE BEARINGS SHOWN HE EON ARE BASED ON THE PLAT PG. - PAGE IRRIGATION CONTROL VALVE "BROOKGLEN STREET DEDICA ION" RECORDED UNDER VOL. PVC - POLY VINYL CHLORIDE PIPE rCv 198, PG. 76, H.C.M.R. RCP - REINFORCED CONCRETE PIPE IRRIGATION CONTROL VALVE ' SAN. - SANITARY (RECORD) 2. ACCORDING TO F.LR.M. M. P NO. 48201C0940L SWR. - SEWER (COMMUNITY -PANEL NO'S 4E )3070940L & 4854870940L), TR - TOP OF RIM ❑ LIGHT STANDARD MAP REVISED DATE: JUNE 1',, 2007. THE SUBJECT VOL. - VOLUME MANHOLE PROPERTY LIES WITHIN THE REAS DESIGNATED AS ZONE "X" UNSHADED. DETERMINED. rO BE OUTSIDE THE 0.2% ® PEDESTAL ANNUAL CHANCE FLOOD; AN ZONE "X" SHADED. AREAS OF -0- POWER POLE 0.2% ANNUAL CHANCE FLOOI AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERA E DEPTHS OF LESS THAN 1 -•- SIGN FOOT OR WITH DRAINAGE AR AS LESS THAN 1 SQUARE MILE; �mn WATER METER AREAS PROTECTED BY LEVEE FROM 1% ANNUAL CHANCE FLOOD. ' WHEEL STOP THIS STATEMENT IS BASED'. )N SCALING THE LOCATION OF THE SUBJECT TRACT ON THE '.ABOVE REFERENCED MAP. THIS NEW AREA HATCH MATERIAL THICKNESS REINFORCING GRASS OR EXIST. CONC NEW CONC. PAVING 8 RATWORK CONCRETE 4' 1113 BARS O 15" O.C. EACH WAY PERMABLE GONG. PAVERS GRASS PAVER SYSTEM NON-PERMBLE CONIC. PAVERS BRICK PAVERS PAVING & WALK SCHED. INFORMATION IS TO DETERMIIE FLOOD INSURANCE RATES ONLY AND IS NOT INTENDED', ED IDENTIFY SPECIFIC FLOODING CONDITIONS. 3. ALL UTILITIES SHOWN HER ON ARE LOCATED USING "APPARENT & VISIBLE" EVIDE 4CE BY ON -SITE OBSERVATION UNLESS OTHERWISE NOTED.'. '.. 4. ALL RECORD UTILITIES PU TTED FROM DIGITAL FILES PROVIDED BY BROOKS & SPI RKS, INC., PROJECT No. 726-0079, FILE: SAN JACINi ) COLLEGE CENTRAL CAMPUS MASTER PLAN, DATED MAY 1 I, 2007. REFERENCE BENCHMARK: RM 020255 - HCFCD ALUMI) JM DISK STAMPED "B112 BM 03" ON BRIDGE AT SPENCER HIGHWAY AND WILLOW SPRING BAYOU LOCATED ON DOWNSI;EAM SOUTH CONCRETE WALK AT THE CENTERLINE OF THE 3RIDGE INKEY MAP 538Z IN THE ARMAND BAYOU WATEREiED NEAR STREAM 8112-00-00. ELEV.=24.11' (NAVD 88, 200 ADJ.) TEMPORARY BENCHMARKS: TBM "0" - BOX CUT ON "BE INLET LOCATED IN THE WEST NOTES: R.O.W. OF'LUELLA BOULEVAR ±433' SOUTH OF BAKER DRIVE. 1. PARKING: ELEV.=23.98' CITY OF LA PORTE PARKING REQUIREMENTS TBM "Zi" - BOX CUT ON CC ICRETE BASE OF LIGHT ARTICLE VI CITY OF LA PORTE PARKING STANDARD LOCATED ±41' SC ITHEAST OF THE SOUTHEAST ORDINANCE, SECTION 106-835 CORNER OF THE R.S. SLOCOI 3 FINE ARTS BLDG. FOR COLLEGES AND TECHNICAL INSTITUTES ELEV.=30.29' NO NEW PARKING IS REQUIRED, WILL UTILIZE EXISTING PARKING SPACES ON SITE 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 SAN J A C I N T C C O L L E G E OTHERWISE APPROVED. 4. FENCING AND SIGNAGE WILL REQUIRE SEPARATE PERMIT FROM CENTRAL L' S A M R U S THE CITY. ALLIED HEALTI-'' BUILDING, ADDITION FLOOD STATEMENT This tract is in Zone 'X' and not within the 100 year Flood Plain according ZONED R3 to the FEMA Map # 48201 CO94OL, Revised June 18, 2007. B 0 6 ❑ S R E N (I E R H WY. LAPORTE, TEXAS 77505 CITY APPROVING AUTHORITY CERTIFICATE This is to certify that the City of La Porte, Texas has approved this site plan OWNER: SAN JACINTO JR. and development of SAN JACINTO COLLEGE - CENTRAL CAMPUS ALLIED HEALTH COLT E13E DISTRICT BUILDIG ADDITION in conformance with the Ordinances of the City of La Porte. DEVELOPER: SAN JACINTO JR. COL( E13E DISTRICT \ By. BEING A SUBDIVISIOI I OF 1 7.5554 Director, Plan ing Department (TR 1 7E & TR 1 ' TR, HCAD# 043-1 48-01 BO) ACI!ES OUT OF THE TRACT OF SAN JAE INTO JUNIOR COLLEGE DI STRICT IN W KA DONEc SURVEY SITE PLAN ACCURACY CERTIFICATE ABSTRACT NI I. 482, I, W. Joel Seybert, am registered under the laws of the State of Texas to practice CITY OF LA )ORTE, the profession of engineering and hereby certify that above site plan is true and HARRIS COUN-) Y, TEXAS correct; and that all bearings, distances, angles, curve radiuses, and central angles are accurately shown on the site plan. JULY 201 zyBROOKS & SPARKS, INC. & SP ARKS, INC. W. el eyber F-880 BWOKS ert Op o CONSULTING ENGINEERI, 'G E..F.�4p r .., E -.101 TEXAS REGISTERED ENC NEERING FIRM F-880 Texas Registration No. 92999 .........`... 0 """""" "*� 21020 PARK ROW PHONE: (281) 578-9595 D�• W. JOEL SEYBERT KA7Y, 7X 77449 FAX: (281) 578-9686 '0 �+...... .....:hz- 92999 SPR. 01 BROOKS & SPARKS INC. I F04)607A) n 1 � IT I d \\. ❑ I T- 1 / 0 15 30 cl­ � as .1 '� SCALE: 1"= 30' 1I LEGEND: PROPOSED MANHOLE MAX INlkf / _ ® PROPOSED MANHOLE W/GRATE TOP m R 1227 PK Iris am / 13 PROPOSED GRATE/CURB INLET R 12- PVC IS) a05 / PROP. 2-8-XS- TS&V n 6' PK (Sw) u.0.5 R 6' PK (Sw) 2502 -- DIRECTION OF FLOW 1-FB1E HYDRANTBO / FL FLOW LINE 1-s ON. w Box *C.O. w 7 .w mAre PREr NDSPRO-EZ FLOW OW FRENCH DRAIN CLEkNOUT 12- P36V1' Q z29a PROP. CRATE INIEI' PROP. TIN AND FOG Q , (E n n b• vK IE) u.0 / R 2320 ��MODEL �NO. / / I i1 APPROVED EOUAL td� `t EXIST. MUSIC BUILDING ❑ (INSWLID ABOVE 2-6• PK FF=29.80 PROP. 30IL 0 0x PROR. 6" FlRE LINE 1-B•X22s BEND. AB is reAic z .e] tt PROP. GRATE INLET SN s'x]• C .G (x) 2 66 b TG 28.50 067 25x]G..G. (s) 8 .00 o . I g PROP. GRATE INLET FL 2 725.72 PROP SWR. O 0.44X WATER LIN�MESTIC PROP. C INLET ITG R 15. 25.47 (B R R 2520 P. INLET3•-BACKROW CONTRACTOR SHALL TIE R 18. 24.72 B PROP. GRATE INLET / 28.90 R 24. 2218 R 25.87 / SOP. R / bC RCP SM. SWR TO I I R 15. 25.09 EIOSL.:S'x3' BOX AS PER PROP. 25 if 24' RCP 8 R 18' 24.64 PROP. 32 LF CONNECT EXIST. - 24' SM.SWR WATER INSET "A• THIS SHEET. SM. SWR. O OSik O O.t8x LP 15" STM. SWR 6• SQ1. SWR. PROP. 33 LF 12• 7R SET 3• ABOVE F.G. Ewsv� si3 I78 SM. I 00, TO PROP. 12• SM. SWR. O " O 28X �(• ):12- O•,447, R 24" ) 20.08 FRENCH DRAIN // / -, • ,A R 12• 23.07 I R 18.08 / 2-B' PK 6- PK ' P-6- PK 3 O 0.32X 3 S coxcRE1E P 2 � ,. I I �wLF NDS-EZ PROP. B"X3" TS&V 9 1 PROP. SWR. 1 0� P P PROP. 57 LF IS- SM. SWR O 026%78" SM. 1 DRAIN O 0.75X / FRENCH O 0.18X I I (UNITSTO INLET TG 2 68 2 TO n!43 R 2266 R 10' N (s) 18:52 sru. sxR W. O I SEE SHEET SPR01 R 2o(n) zlsz w/ ORAM TAP "o O 0 PROP. AREA INLET R 36'(E) IB.97 rG 27.60_ "� 6 AR IN R W'(W) t&93 ° 7G 27.70 PROP. AREA INLET PROP. V TIRE W<lEa R mWRA,S) n.43❑ I FL 12" 24.86 7G 27.30 (sM uER Puxs) 1 I - FOR CROSS R 15" 22.18 FL IV 22D4 R 21.59 R 16• N 27.30 POOP. J' DOM. WAIEfl SECTION A -A' / R 18. 21.79 �l/,f� TG 27.40 R 24• (NE) 20.37 (SEE MEP PVNSf A 1e• Rc_ P _ b• Rre .are u ( , �i� R 21.44 A 9 PROP. 20 LF 13" SM. ���rrr CONTRACTOR SHALL RO E i+ SWR. O 0.32% /i Ucv EXIr IST. RCP SIM. SWR. PER ( ❑ -/� � I I BE' RKZT / y23,21 2 2C RCP (SE) 10.20 / YL wsEr •A• L 1 SHEET. I ��. Q R tY 2281 R 15• (SW) 2242 _ UM 8 - m. SWR. YN MST. R VXS 31.614 R 15• \:" 2210 /F(�.F� 23.94 m-n.1 • xDP I -AREA • R 75• OMTM EM SPROP. 11 LF WR O 0.44%12" SM. R SX]' CB.G (N) 21,56 R SxY CBA (S) 21.57 ��6�y�� ❑ R 2a• NW (E) 2t.ss m INLET KWM�V F•F.) 6 \ PROP, .5 m. SM./ INLET a• �� Y u ❑ I R 2224 \ (35 uw'Aa' Sfi6o m.PC) R 2424 R 24.19 4 _ PROP. 29 lF 12• 7 LF AIDS-EZ FLOW / I A IxuT 1 t / `� SWR. O 0.32% F;20 CH DPAIN O 1.00% ST SWR, O 0.44% PROP. 51 LF 15" STU.FRENCH ORNN O 1.00% 1 26.75 PROP. CRATE IN PO u' m. swa. 12 LF NDS-EZ PROP. AREA �" s'xJ C.B.(x zLso BUILT ON E%ISf. O / N xu9 ° / 1 8• P - , 12. ROW' FRENCH INLET a $. TG 27.35 6" P \ P (Ia as SB.�ji6) OP. AREA INIEf R 2520 DRAIN O 1.00X R 24.98 / I � RAINWATER � /S° ❑ / .O TO 27.50 24.37 R 25.00 '4 ( NO TANKS 4 R 25.02 / \ �SCHDAA '2�9q,� ` �` R 15" 24.10 5 LF NOS-EZ FLAW \ \ PROP. RAZE Q/ PROP. 49 LF 72• SM. FRENCH DRAIN O 7.ODX 6 PROP. AREA INLET_ R .90 \ p ❑ PROP. 5 U 72' RCP INLET T x '•SWR. O 0.44X PVC PROP. 1.00 MIN. 72 TO 26.90 PROP. 8' M. SOUR. L 5 5' / SM. SWR. O 0.44% ( t t / R- 24.se R 1Y ((N) 24.05 p R 24.55 '' (sEE MR PU ) t6 15 7 R ie (E) 21.35 P ,rye_ 11 1 II 6 IpxTUE \ PROP. GRATE 4 (36oa so.m) - ! y TO 27.45 T 26 x yl21.32INLET ` TG 27.50 INLET R 25.07-/ 20 R 777 cs.0 (x) R 25.00 ' FL 22-33 n 'x GB. (s)1211 R124 ❑ R 24.32 PROP. AREA INLET PROP. AREA IN 13 ROP. GRATE INLET / R .41 CONTRACTOR SHALL RE 12• PROP. \ RO-Z77P- a 14 R 21.45 PROP- J" BOX 6 RCP SM. SNIT. TO EXIST. TO M.P.G. 3 \ PROP. 140 LF 8" R 4• N \ 5'x3' BOX AS PER INSET •A• SDR26 PVC SAN. O 24.95 R 4" (N) 24.93 P .GRATE INLET R 12" ro' s_n. _ a PROP. 8 IF 4' (E) 24.26 TGZTW-12 PVC O 1.IF MIN. THIS SHEET. R 8" 224.E i ..1 \ . O 0. R 72• (E) 2428 PROP. AREA INLET"I I16• acP R 4"(N) 25.05 ° R 12. 2231 R 12. 24.81 0 2 R 6• S)) 26.18 e" Ma. a• swR PROP. GRATE INLET BUILT ON / (, 7 0 tt Ewsr. s'x3 zv31& PROP. 6" SAN..SWR.. i 0 _ R_ 23se TG 28.90 PROP. TRENCH �?N ET 799 -7"9- o ,j ! R 22.56 � / (s6E uw Pwrs1 10• SM TG M.E.W. r 1a R 2622 - 1r 10 `' O 1.00x 2 6 4 CRATE ANIET EXIST. 12" RCP R 27.54 PROP. 6 lF I ❑ ❑ ❑ R 25.32 ❑ vaoP. a• coxnExsAre ro-ur 2� / rt .2s�s R IS PCP (5) 2] 26 R /2• (W) 24.33 R t0- sTL (111 3z51 /0 ' R 27.31 RCP e" - R 28.9 PROP. TRENCH ORNN (sEE uEP P6AV5) K. 16• are (E) 21.37 Fxlsr. R 1r z3.3sz WASx cAw SWR...O 1.OD% PROP. 50 LF ACO Ki00S R 25.20 _____ _ PROP SO IF AO O K1U)S 10 TG .90 -P. A- ^^ ,. ^ ,..A PROP. 45 tF ACO K1005 TRENCH DRAM FL 26.85 TRENCH DRAIN R 27.74 4i vi TRENCH .DRAIN . TR CH W/ IN-UNE CATCH BASH PROP. 12' SM. SWR. W/ IN -UNE CATCH BASIN L__ W/ IN-UNE CATCH 0 R 21.37 O W U 28M PROP.:TRENCH ORNN _ __ _____� _ _ _ __ PROP. 15 LF 12 / a Z 2 27.40 PROP. AREA INLET © SM. Own. O 0. x 6 - a / R 27.14 STM S�'W'R. O 71 0.44 • 2'.. •.tV- R 24' - •. 6 / / (. 41 M In k' sA1 rfl. ie PROP. TRENCH DRAIN /R 27.74 20 _ 18.34 / NQ• �R . H R 10• cu P(N) AREA INLET / R 1828 �O R to- cLA (s) z7z PROP. \ w 27.01 ¢ R PROP. 45 LF ACO K1005 28.30 - _ ______ _� R 27.14 R 26.95 R 24.40 27.49 _-PROP. 50 LF AGO K1 / mAsx cAx TRENCH DRAM PROP.: TRENCH DRNNt �__�___ _., __--y - TRDICN DRAIN I -'/ M. srm. ux / / / W/ IN-UNE CATCH B PROP. 15 LF 12" SM. FRENCH DRAIN / n. 36- RCP ) 156s j W IN-UNE CATCH BASIN R 2&95 10 R 27.37 PROP. 9 LF R 27.14 10 R 26. TG M.P.C. SWR O 0.44% R 1627 / / PROP. SWR. PROP. 7RD CN `` RCP . SLF \ R 24.64 / ❑ PTF >' �R 2625J SWR O 1.00X PROP. 50 Lf ACO N100S -R 2592 ❑ R 2527 8 ❑ PROP. GRATE INLET BUILT o TRENCH DRAIN 10 R 26.40 ON EX6T. /2' RC OS R 4 (V!) 76.00 R 27.54 PROP. •J" 80X °'TF W/ IN-UNE CATCH BASK 17 0 / \ TO 2720 ///TG 25.80 FLAWS) 2 7 19 \ R 8• (N) 2520 CA 12• Ia. 24.33 R 4�5) 25.37 TO 27.40 Ensr. R 12• 24-3 R 8• N) 28.18 R 12 (E) 19.79 PROP. 9 LF 4' R BZ 2 10 PROP,' GRATE ° ° O / ON O(I5II EXISTING AREA INLET 2PVOUC2T LF NDS-EZ REF INSET •B" PVC O 1.00X MIN. 4 1 'reA I I 6 R 27. 2 PROP. 5M. SWR MH 7 34 LF NOS-EZ ROW r RAIN O�2CX / N k -rs• / c.7 rW R 25.47 is-26.75 u i W CRATE TOP \$ O FRENCH DRAIN O 1.00X Y FRENCH DRAIN 8 / L FIT ' R Ski C.B.C. (N) 21.20 - R 5'x3- c .c (a) n.1a u R 24.92 GRAB Ix6ET R 16.70 le O / J, R 25 0 16 PROP. 24 LF PROP. 51 LF 12• R 28.05 / TL-zs.69 ° SM. SWR O OAOX R 12' PK (w) vM. / P p K O 0.44x d R 12- RCP (N) 23.57 R 26.10 ° Y'(Y Vie• yy� 6- MC 12' RCP z• a al%s 7 5 LF NDS-EZ FLOW S� �� o CRATE w1Er e \ '� FRENCH DRAIN O 1.00% Tfi-26.62 2 / 1z Pk' R 5'X]' GB.4 (N) N 62 GIAIE IMET R s•xr cB.c (s) zt.z9 I ca"Tc n.4 R 1] Rm M 21J7 / n-27.52 / p• J I R t2' RCP IE) 35.6{ CRAtE wuT ° I I' M n 13' ftCP (E) 25.47 PROP. 24 LF 4• R iS RCP (w) 2569 / '� PROP. GRATE INLET n I2' RCP (w) 2s.4 PVC O 1.00X MIN. 1a-i{e5 o piAlE WIEi • Il :AI uxS � R 23.40 sRAn MUST 1 / R Wff COO. (NN) 2628 I ( R 3? RCP (� M,3 I R IV RCP ISw) 1652 'S• -,I( �� R 5.0 CB.C. (5) 21.n I TG 27.40 R I2• RCP (S) u.13 / / % R 4Y aCP INE) 19.6.63 c� / R 36- nCP (xWj 16s5 R 12" (SE) 2329 PROP. SM. SWR R 1: PK (SE) 1s.z6 R 12" (W) 22.35 R e (SE) 25.8 ' ❑ ° ❑ 5 1 Is.. SwR. Mx. R 12" (NW) 25.13 CRAM R&ET y AmI RUT � / 41 Tfi26.]{ `� GB.C, (N) 2136 R 5'Xx GB.G IS) 21.26 ( can EXIST, ALLIED HEALTH BUILDING 00 Is' are (w) UR"M To DECAL g CONTRACTOR SHALL RE 12• O YY RCP SIM. SNIT TO EXIST. FF=28.58 G 5'x3' BOX AS PER INSET •A• / .0 p8 o THIS SHEET. R fY 2 2e Rp 36- RCP ° . Rw Ex35T. R 29 .s zl.uz PAVERS (TOW) 6 TO ElED EAL. SERVICE O) QO-• _ TO AELJEC HEAL SERVICE ADDITION - IN 4• CONDUIT / / j CRflE 1 CC F. � D006393 SN. SXR MN. J AE SOUD TOP PLATE / w/ GRAIE 1x6n � � I aGn. n°. no6c393 O rc u.aD p, R te'(SWj 322a / 6P p• SIM.. SwA. UK. R-2{.03 m. A AS YX. 4 4- FILTER FABRIC / R RCP (9» 16.50 WTM MAm IoP FO n S I I ,Sr . / A :' A �� / R 4' RCP (NE) 16.52 R 36-(r) 1&64 R V' .(xws) ,7.,4 m - QUTE W TN) a . > ° s JUNCTION BOX ,EXISTING PAD MOUNTED TRANSFORMER INSET "B" N.T.S. NOTES TO SHEET: O1 PROPOSED RAINWATER HARVESTING TANKS. REFER TO IRRIGATION PLAN FOR PUMPS, FLOATS AND ELECTRICAL O2 PROPOSED BIO-SWALE UNDER DRAINAGE PROVIDED ON LANDSCAPING PLANS. O CONNECTION EXIST STORM SEWER TO PROPOSED GRATE / INLET. O4 PROPOSED 15" RAINWATER HARVESTING COLLECTION LINE O 1.00% MINIMUM GRADE. O ADJUST GRATE INLET TOP TO FINISHED GRADE REFERENCE GRADING PLAN C2.03 FOR ELEVATION. © PROPOSEDIEZ FLOW FRENCH DRAIN SYSTEM AS MANUFACTURED BY NOS. MODEL #EZ-1001F. O7 PROPOSED SOLID WALL 4" PVC DRAIN PIPE FROM EZ FLOW FRENCH DRAIN. CONTRACTOR TO PROVIDE ALL FITTINGS REQUIRED FOR CONNECTION. O CONTRACTOR SHALL TIE 11 LF 120 RCP STM. SWR. TO EXIST. 10'x6' BOX AS PER INSET "A" THIS SHEET. ' FL 12" 19.75 Og CONTRACTOR SHALL LOCATE AND PROTECT THE EXISTING UTILITY LINE AS NECESSARY. ANY AND ALL DAMAGES SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER AT THE EXPENSE OF THE CONTRACTOR. CONTACT ENGINEER IF CONFUCT EXISTS 10 FOR ALL ACO TRENCH DRAINS, CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A SHOP DRAWING FOR REVIEW. STORM SEWER L F • NQ: 1O. PROPOSED 13 LF 12" SIM. SWR. O 0.44X O PROPOSED 33 LF 12• STM. SWR. O 0.44% 3O. PROPOSED 24 LF 12" STM. SWR. 6 0.44X PROPOSED 22 LF 12' STM. SWR. O 0.44% 5O. PROPOSED 7 LF 6• SIM. SWR. 0 1.00% PROPOSED 7 LF 6" SIM. SWR. O 1.00% 7O. PROPOSED 12 LF 12" STM. SWR. 0 0.44% B0. PROPOSED 10 LF 12" RCP STM. SWR. 0 0.44% 9O. PROPOSED 28 LF 12' SIM. SWR. 0 0.44X Q0. PROPOSED 22 LF 12" SIM. SWR. O 0.44X it PROPOSED 30 IF 12" STM. SWR. O 0.44X 9PROPOSED 16 LF 12" STM. SWR. 0 0.44% 13 PROPOSED 23 LF 12" SIM. SWR. 0 0.44% ©4 PROPOSED 18 LF 12" STM. SWR. O 0.44% ©5 PROPOSED 22 LF 12" STM. SWR. O 0.44X ©PROPOSED 22 LF 12" STM. SWR. ® 0.44% • CRY SHALL INSTALL PROPOSED FIRE HYDRANT. • CONTRACTOR SHALL MAKE 3 INCH WATER CONNECTION ©7 PROPOSED 12 LF 6" STM. SWR. O 1.00% AND INSTALL 3 INCH DOMESTIC WATER METER. 18 PROPOSED 12 LF 12" SIM. SWR. O 0.44% • PROPOSED 3 INCH WATER METER SHALL BE A NEPTUNE R 9001 COMPOUND METER. 19 PROPOSED 23 LF 12" STM. SWR. O 0.44% • WATER METER SHALL BE INSTALLED ABOVE GROUND. ©O PROP. 7 LF e PVC O 1.00% MIN. • TAPPING SLEEVE SHALL BE STAINLESS STEEL WITH SS NUTS AND BOLTS • TAPPING VALVE SHALL BE CLOCKWISE TO CLOSE. • ALL CONNECTIONS TO WATER AND SANITARY SEWER LINES SHALL BE INSPECTED BY PUBLIC WORKS. FINISHED GRADE CONSULTING ENGIG EERING TEXAS REGISTERED, '''ENGINEERING FIRM F-880 21020 PARK ROW PHONE. (281) 578-9595 K4M 7X 77449 FAX: (281) 578-9686 SURVEYOR'S NOTES: 1. THE BEARINGS SI OWN HEREON ARE BASED ON THE PLAT "BROOKGLEN TREET DEDICATION" RECORDED UNDER VOL. 198, PG. 76, F C.M.R. 2. ACCORDING TO F R.M. MAP NO. 48201CO940L (COMMUNITY -PANEL VO'S 4803070940L & 4854870940L), MAP REVISED DATE: DUNE 18, 2007. THE SUBJECT PROPERTY LIES WITF N THE AREAS DESIGNATED AS ZONE "X" UNSHADED. DET RMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FL OD; AND ZONE "X" SHADED. AREAS OF 0.2% ANNUAL 0 kNCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITF:AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRANI AGE AREAS LESS THAN 1 SQUARE MILE; AREAS PROTE TED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. THIS STATEMENT IS BASED ON SCALING THE LOCATION OF THE SUBJECT TR ICT ON THE ABOVE REFERENCED MAP. THIS INFORMA• ON IS TO DETERMINE FLOOD INSURANCE RATES C ILY AND IS NOT INTENDED TO IDENTIFY SPECIFIC F DODING CONDITIONS. 3. ALL UTILITIES SHI 6NN HEREON ARE LOCATED USING "APPARENT & VISIBI EVIDENCE BY ON -SITE OBSERVATION UNLES OTHERWISE NOTED. 4. ALL RECORD UTIL LIES PLOTTED FROM DIGITAL FILES PROVIDED BY BROOK ; & SPARKS, INC., PROJECT No. 726-0079, FILE: SA JACINTO COLLEGE CENTRAL CAMPUS MASTER PL N, DATED MAY 15, 2007. 5. THE SUBJECT TR/ :T IS AFFECTED BY THE CITY ORDINANCES AND Z( JING REGULATIONS FOR ZONES "R-3" OF THE CITY IF LA PORTE, TEXAS. 6. THE SUBJECT TR) ;T IS AFFECTED BY THE CITY ORDINANCES AND Z( JING REGULATIONS FOR THE CITY OF PASADENA, TEXAS. REFERENCE BENCHMI 2K: RM 020255 - HCFCI ALUMINUM DISK STAMPED "B112 BM 03" ON BRIDGE AT ! )ENCER HIGHWAY AND WILLOW SPRING BAYOU LOCA ED ON DOWNSTREAM SOUTH CONCRETE WALK AT 'HE CENTERLINE OF THE BRIDGE INKEY MAP 538Z IN 'HE ARMAND BAYOU WATERSHED NEAR STREAM B112- )0-00. ELEV.=24.11' (NAVD I8, 2001 ADJ.) TEMPORARY BENCHM RKS TBM "O" - BOX CUl ON "BB" INLET LOCATED IN THE WEST R.O.W. OF LUEI .A BOULEVARD ±433' SOUTH OF BAKER DRIVE. ELEV.=23.98' TBM "Z1" - BOX CU ON CONCRETE BASE OF LIGHT STANDARD LOCATED -41' SOUTHEAST OF THE SOUTHEAST CORNER OF THE R.S. SLOCOMB FINE ARTS BLDG. ELEV.=30.29' BRO( (S & SPARKS, INC. F-880 ,,PjE.L�1 rf�400 \J ti;r N •JOEL SEYBERT 1 .92999.. .•'NO CC40 s(�CENS`���?�\V !4p/ONAL 6P 15" PIPE TO SIM. Sm.�'6Ta+ IRRIGATION PUMP A D D ITI O N F---1 STATION PAS) R'°"TI°" SAN JAC I NTO COLLEGE -15" PIPE HARRIS COUNTY, TEXAS I INFLOW PIPE FL 22.51 FL 22.51 FL 22.51 36' PIPE 36" PIPE 411" DLA. m�l 1 L I 1 STM. SWR. MH 96" DLA. FL 16.75 FL 16.25 FL 16.15 SIM. SWR. MH 96" DA. 16.25 STM. SWR. MH RAINWATER HARVESTING TANK SCHEMATIC N.T.S. PROP.TH#550 UTILI'`IES PLAN C-C LONG. EXIST. CONCRETE BOX CULVERT BARRSS 0 6" C-C NOTES, 1. HOLE CUT IN WALL OF 4'x3' BOX TO BE NEAT AND DONE IN A WORKMAN LIKE MANNER. BREAK OUT CONCRETE FOR COLLAR CONNECTION 2. TIE COLLAR STEEL TO LONGITUDINAL AND ELLIPTICAL STEEL WHERE APPLICABLE. NO. DATE REVISIONS BY PROP. 12" OR Jtc PROP. 24" #5 3. ALL REINFORCING TO CONFORM TO ASTM-A-615, GRADE 60. ALL 24" RCP STM. O 6' C-C LONGITUDINAL STEEL SHOULD BE OF SWR. - ADEQUATE LENGTH TO PROVIDE LAP TIE 4. ALL CONCRETE SHALL BE CLASS "A". DRAWN BY: QLY CHECKED BY: SPG 3" CLR. 4000 psi 6 28 DAYS. 24• DESIGNED BY. SPG '... APPROVED BY: WJS INSET "A" N.T.S. PROJECT NO. 229-254 DATE: MAY, 2010 SCALE. 1' = 50' SHEET SPR. 02 OF 4 Brooks 8 Sparks, Inc. STORAI SE\TER DESIGN Consulting Engineering Project Information HGL Staling Elec ,fi:. 4iA. rtged_ Aied Health Acdme, Mil Cover(0i. `IiA AbBoure lrteoeti only ,'Go No 229257 Mach Car F 11A Dentin Stoll, 3 3st m: 'lstem'A' Mul To Win) It = 77 27 Ces.gned: CLY Date 5,2712010 Default" Cris d= 1710 cl -c ed: EP3 Date: 5/27010 Default Junction K. 'LA e = 0.81 From Area Tc Flow Dlam. Dist INLET/ - M.H. fact") (min) iris) Pipe or : Design (it) Am Retch C Area I Re1rA Shope. Rise :Den In Slops Cap tan To No. Aar. Pipe (InIll AM ow) (in) m) D'•f (ctsl Ro INLET/ M.H. Cup Tofnt C. (fl) C. 1 03s 2090 :a16 ➢ At Ca 000 .110 R 12 0013 044 237 29 2 035 2020 1 416 29 2 010 2382 C31 23 A2 Ca 0.16 355 R 12 0013 044 237 1 1 0 G 2398 047 1 15'< 3 0 33 2039 0 10 5'< A3 06 019 412 P. Jr 3013 023 372 85 0 is 20 58 0 57 147 1 _ C 3 2141 0 Zf 147 1 08 04, lot R 15 0013 077 372 32 u ma 21 6a 0 33 179 _5 21 09 ` a Z0 179 ca o1a 4e6 R 12 ag13 026 :3- r 6 0 32 21.27 ' 102 225 6 C It 19,44 a 03 225 ..G Oa 026 429 R 24 0013 013 563 25 ]. SSFR O i3 19 70 1 06 29 a to -Ii'E7 0 32 0 .. as 000 4r3 R 12 0013 044 237 10 LSL1R 0 10 2167 0 32 -_._...._......_ 10 .. 3 0 37 21.25 0 23 A3 0.8 000 4Us I:S:VR C 37 2121 023 9 003 21 Al 026 0 A9 OB 0Go 405 R 12 0011 0J.. 237 ° SAR C ]3 2141 1 1 0 2E s to C 10 2167-- 0 32 0 Ata as 0cc 4e, R 12 0013 a44 2_. 11 0to 21.67 032 11 11 0 19 2167 0 32 a Alit 08 000 403 R 12 0oil 044 237 11 a 10 2167 0 32 11 12 0 33 2039 0 10 0 Al2 0.6 000 414 R 12 0013 C44 237 24 13 0 33 2039 0 i0 24 13 0 ]i 23.82 0 03 24 Al2 0.0 0.00 386 R 12 0013 944 237 22 :65'.PR 0 N 2382 0 13 46 1J 0to 223, a57 AU 08 1 000 1 397 Y..S4.Ri 1 0 Is 22.39 1 057 Brooks 6 Sparks, Inc. STORM SE11TR DESIGN Consulting Engineering Project Information H3L Elading Elo:. lsl: '1fA Prclect. Allied Health Addloo Mal Cc er,lu NA AtsoM0 Intent/im1hrl Jet N0. cec 204 March C cr F. N'A Desgn 310hn: 3 S7stem-slam'E ,dinro,mni: t= 1727 Cesgfl CLY - Cate _nh-2010 Default n-. 0013 d = 17 10 Ctcceed: 8po Date. 12701C Default Juno(, K N.A a= oal From Area To Flow Dim. Diet INLET/ M.M. (crop (min) left) Pipe or D"ign ID) Am Reeeh C Are• I Rnen shop. Rise Stuart n Slope Cap AN To No. AM.. Pipe Partial AdW (ANB) lip) (fl) M) lots) Reach INLET/ M.M. Can. roar CM.. (it) Cum. 1 0Ca 2090 016 0 61 08 0go 4.10 R 6 0013 1to 056 12 2 0 05 20.00 0.t6 12 2 111 2382 003 12 E2 06 007 385 R 12 0013 044 237 12 3 0 06 2389 0 19 24 3 a 01 20 67 a 13 24 E3 08 007 a 11 R 12 0013 044 227 23 t.1H 010 2074 033 _ 47 4 aas 21 J1 024 0 E4 0B eta 405 R 12 0013 044 237 61 LAM Des 2141 0 20 51 MH gC0 23.32 000 98 Et,iH OF: 08 023 3➢4 :22 R 12 0013 044 2J7 71 JE 0 13 24 10 0 a9 169 s o 05 2090 0 16 0 E5 08 000 4L0 R E aCP_ i'u0 a56 20 JE 005 2090 ato 20 JB 000 2362 a CO 189 EJE ato on 01t 305 C'9 R 12 0013 044 237 13 J 023 2393 075 202 6 004 2a fit ot3 0 66 0.a 000 4.12 R 6 gets 109 06f 7 004 2067 0.Is 7 0 J2 5.B2 a.06 7 67 as 004 366 R 12 0013 044 237 J2 B 016 23 Be 0 19 39 a a CE 2382 0 18 241 so 3 = 08 01a 384 ;'i R 12 C013 044 237 24 9 0 35 24 CC 1 13 265 9 0 C9 23 62 0 13 265 E9 0a 013 385 R 12 0013 044 237 22 13 041 2395 131 287 t0 ow 2067 013 C E19 CB 000 412 R 6 0011 1C0 055 7 ii 0G 2067. OP 7 11 003 2382 009 all 08 a04 166 R 12 0013 044 231 t2 JE 007 2386 0! 19 JE 000 2382 000 19 EJE a6 007 1us R 12 0013 044 237 72 12 007 2389 022 91 12 0C4 2382 012 91 Bit 08 0.10 303 R 72 6011 044 237 49 13 gtt N22 a35 140 14 0 92 23 62 1 63-- E14nRD 0a 42a 384 R 16 0013 031 472 16 107 24 10 3 35 520 15 001 2382 003 >! 615 08 028 384 R. 15 0013 033 3'2 20 17 1 as 24 10 3 38 -_3 16 G 02 20 02 9 07 0 915 0a COG 417 n 12 0013 044 i37 23 17 902 20 C2 007 23 17 002 23a2 0OB 576 E17 1G8 GB C16 2C5 332 R 15 0013 023 372 .ia 18 112 2392 ltl 6t5 to a01 2382 a02 - 619 Eta as 024 .,n. R iu 0013 Obi 537 70 19 1 13 24 Ur 3 54 1 6c7 19 004 23 62 0 12 691, E19 08 043 313 R 10 0013 026 537 20 t 17 24 26 1 3 56 I'04 29 a a, 23 82 o ar. -c4 E20 C3 C 32 203 P. •, 0013 C23 °.'> •., 21 i IS 1_4 1 3 7z_ gas 21 00] 2 2 aC 10;. J 01 22 1 2at J 3' ( Ez C 1.10 H r.4 ( a C:J 5 f •. - - T 23 0 19 � -- _- 24 0 02 11 C: I 24 a 32 L ^• .. act,.-- e2• L'1 I o .e 1I 3 1 26 J us a 5a J 1C �7. _ e_ 26 001 2382 626 06 0 39 : 6i. R 12 a 01) B Lt 3 27 001 23 91 a12 9 27 003 23 82 0 09 - 927 06 413 1Ga R ti C^.0 4 �. 3- 1 007 1 23 98 0 22 y_ -- 23 0 to 21 f-7 0 32 928 Ge C00 4r3 R to a013 e:•: '84 a5 a to 21E7 0 12 29 0 19 22 AS 060 a e29 as 000 396 R 12 0013 C14 237 0 30 0 19 22 40 0 so �- 0 30 001 P_82 003 a 910 08 000 386 R 12 0013 044 237 a 12 020 2382 a63 0 31 ael 1944 a03 0 531 0a coo 423 R 12 0.013 C44 23T to 10 001 1944 003 16 32 001 2382 aas 15 832 021 as ago 385 053 R 12 0013 014 237 C N 922 23 e0 070 15 33 gel 1944 003 0 -33 0a 000 423 R 12 0013 01 237 15 14 001 1944 It03 1s 34 001 2382 003 30 E31 322 08 008 3as 97C R 12 0C13 C44 237 36 021 2390 I 1 07G 1 1 30 35 003 2362 003 '0 535 01- as 000 386 13 ma R 1s 0013 026 537 CP 0 44 23 62 1 40 3, 36 0 C.", 2109 0 20 B29 08 000 403 op 0GG 21 as 020 LEGEND: AREA No. AREA (AC) 0.09 CUMULATIVE (AC) 0.29 CUMULATIVE (CFS) DRAINS TO STORN SUB -SYSTEM "A" DRAINS TO STORM SUB -SYSTEM "B" IN ABSHIRE DRIVE IN LUELLA BOULEVARD DETENTION BASIN SHALL BE PROPERLY OPERATED AND MAINTAINED BY PROPERTY OWNER. DETENTION SUMMARY 1. ORIGINAL POND VOLUME _ 0.97 AC -FT 2. ORIGINAL RESTRICTOR = 24" PIPE 3. ADDITIONAL IMPERVIOUS AREA = 0.51 AC 4. DETENTION STORAGE RATE = 0.55 AC-FT/AC 5. DETENTION STORAGE VOLUME REQUIRED = 0.28 AC -FT 6.- REVISED POND VOLUME = 223 AC -FT 7. REVISED POND - ORIGINAL POND = NET STORAGE 2.23 AC -FT - 0.97 AC -FT = 1.26 AC -FT TOP WALL -A2M SOD FG TOE 21 20.25 r0E 21.00 19.25 23.2' - I 1 10' BIO-SWALE r (SEE DETAIL THIS SI CROSS SECTION "A -A" N.T.S. CROSS SECTION "B-B" RTS SLOPE C EARTH C TOWARD DRAI Brooks 8 Sparks, Inc. STOR\I SE117ER DESIGN' Consulting Engineering Project information HGL Staling Ele: kill UFA Ncleel Allied Heath Add4,cn tdm Cover Ifl): 4:; Absolute Intenski (,M'nO Job No 129d54 Lialch C Cr P: '4:A Cesgn SIC" 3 System S,sLm'B (din. To inn): b= T7.27 D sigred `._Y Date. r27.201C Derauitn: 0,013 d= 0.10 Ch cred: S=G Dma. 5272010 Cofauit Junctcn K: N_A 0.81 Fram Area To Flow Diem. Dist INLET M.H. - fact") - (min) (cf.) Pip. or D"Ign (11) Attu elect, C Arco I Reeth shape Rise span n Slope Cap start TO No. AM Act firdbil AM (111131 on) (it) (y,) ,dal Rarcn INLET/ M.M. Ciao on., CAA iS) Cra X-NRFi1 14 N at as 27.60 Bt.. a 55 coo 316 R CP 14 a4 3I a0 27 60 DP O.Sa 2382 1.34 0 DP 2u 00 000 386 G Gs R 24 0013 0is 962 ]0 OUT iJ SE 2382 3563 30 a 40 0 20 40 SCALE: 1"= 40' 19 a0 PLAN a 23.V 10' BIO-SWALE DETAIL BRWKS & SRAAK$ INC. CONSULTING ENO VEERING TEXAS REGISTERS) ENGINEERING FIRM F-880 21020 PARK ROW PHONE. (281) 578-9595 Kill 7X 77449 FAX: (281) 578-9686 SURVEYOR'S NOTE 1. THE BEARINGS: HOWN HEREON ARE BASED ON THE PLAT 'BROOKGLEN STREET DEDICATION" RECORDED UNDER VOL. 198, PG. 76, HC.M.R. 2. ACCORDING TO ".fR.M. MAP NO. 48201CO940L (COMMUNITY -PANE: NO'S 4803070940L & 4854870940L), MAP REVISED DAT DUNE 18, 2007. THE SUBJECT PROPERTY LIES WI HIN THE AREAS DESIGNATED AS ZONE "X" UNSHADED. 'DI rERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE I LOOD; AND ZONE "X" SHADED. AREAS OF 0.2%, ANNUALHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WI H AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DR INAGE. AREAS LESS THAN 1 SQUARE MILE; AREAS PRO', 7 CTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. THIS STATEMENT S.BASED ON SCALING THE LOCATION OF THE SUBJECTIRACT ON THE ABOVE REFERENCED MAP. THIS INFORM mON IS TO .DETERMINE FLOOD INSURANCE RATES ONLY AND IS NOT INTENDED TO IDENTIFY SPECIFIC' FLOODING CONDITIONS. 3. ALL UTILITIES E IOWN HEREON ARE'LOCATED USING "APPARENT & VIS ILE" EVIDENCE BY ON -SITE OBSERVATION UNL SS OTHERWISE NOTED. 4. ALL RECORD U' LITIES PLOTTED FROM DIGITAL FILES PROVIDED BY BRO 1KS & SPARKS, INC., PROJECT No. 726-0079, FILE: ANJACINTO COLLEGE CENTRAL CAMPUS MASTER LAN, DATED MAY 15, 2007. 5. THE SUBJECT 1 ;ACT IS AFFECTED BY THE CITY ORDINANCES AND TONING REGULATIONS FOR ZONES "R-3" OF THE CIl ' OF LA PORTE, TEXAS. 6. THE SUBJECT 1 IACT IS AFFECTED .BY THE CITY ORDINANCES AND I.:ONING REGULATIONS FOR THE CITY OF PASADENA, TEXAS REFERENCE BENCF HARK: RM 020255 - HO' CD ALUMINUM DISK.STAMPED "B112 BM 03" ON BRIDGE AI SPENCER HIGHWAY AND WILLOW SPRING BAYOU LC :ATED ON DOWNSTREAM SOUTH CONCRETE WALK ! f THE CENTERLINE OF THE BRIDGE INKEY MAP 538Z'i1,1THE ARMAND BAYOU WATERSHED NEAR STREAM B111-00-00. - - ELEV.=24.11' (NA\ 1 88, 2001+ADJ.) TEMPORARY BENCI MARKS: TBM "0" - BCX C )T ON "BB"- INLET LOCATED IN THE WEST R.O.W. OF L ELLA BOULEVARD ±433' SOUTH OF BAKER DRIVE. ELEV.=23.98' TBM "Z1" - BOX UT ON CONCRETE BASE OF LIGHT STANDARD LOCATI ) ±41' SOUTHEAST OF THE SOUTHEAST CORNER OF THE i S. SLOCOMB FINE ARTS BLDG. ELEV.=30.29' UTILITY C NE CALL CONTRACTOR >'CALL BEFORE DIGGINr !!!! PHONE: HOUSTON (717 223-4567 (STATEWIDE of (SIDE HOUSTON) TO ARRANGE FOR Ull :S TO BE TURNED OFF OR MOVED, CALL CENTERPOINT AT 71:-207-7777. PRIVATE' UTILITY LINES SHOWN AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR EASEMENTS CALL TH LONE STAR NOTIFICATION 713-223-4567. Date: 30 LF TM. SWR 4X CenterPoint Energy/Ele trio Facilities (Approved only for cros ng underground ductlines, unless otherwise noted., Valid at time of reviev only. Dote: SBC Approved for undl 'ground conduit facilites only. Signature valid for on( year. Date: CenterPoint Energy/Go ,Facilities (Gas service lines arelot' shown) E .`OOKS & SPARKS, INC. I : \ X F-880 W. JOEL SEYBERT •p6• 92999 •c CENS ALI .I ED HEALTH ADDITION SAN J/ CINTO COLLEGE HARRIS' COUNTY, TEXAS rLTS DRAINIkGE AREA MAP ANC DETENTION PLAN NO. DATE REVISIONS BY DRAWN BY: OLY CHECKED BY: SPG DESIGNED BY: SPG APPROVED BY: WJS PROJECT NO. 229- 154 DATE: MAY, 2010 SCALE: 1" = 50' SHEET SPR. 03 OF 4 `w -N- PLANT SCHEDULE _ TREES QUANTITY COMMON NAME BOTANICAL NAME SIZE BC 14 BALD CYPRESS Taxodium distichum - 65 GAL, 4" CAL SINGLE TRUNK, 12'-14' HT, 6'-7' MIN SPRD MS 6 MEXICAN SYCAMORE Platanus mexicana 65 GAL, 4" CAL SINGLE TRUNK, 12'-14' HT, 6'-7' MIN SPRD LO 10 LIVE OAK Quercus virginiana 65 GAL, 4" CAL SINGLE TRUNK, 12'-W HT, 6'-T MIN SPRD PC RM 10 POND CYPRESS Taxodium ascenders 65 GAL, 4" CAL SINGLE TRUNK, 12'-14' HT, 6'-7' MIN SPRD CM 7 RED MAPLE Acer rubrum 65 GAL, 4" CAL SINGLE TRUNK, 12'-14' HT, 6'-T MIN SPRD - 32 CREPE MYRTLE Lagerstroemia indica Z.M.>.nlMk 30 GAL, 2" CAL MULTI TRUNK, 8'-10' HT, 4'-5' MIN SPRD RO 2 RED OAK Quercus shumardii 65 GAL, 4" CAL SINGLE TRUNK, 12'-14' HT, 6'-7' MIN SPRD RB LG 3 RIVER BIRCH Betula nigra'Dura Heat' 30 GAL, 2" CAL MULTI TRUNK, W-10' HT, 4'-5' MIN SPRD 5 MAGNOLIA'LITTLE GEM' Magnolia 'little gem' 65 GAL, 4" CAL SINGLE TRUNK, 12'-14' HT, 6'-7' MIN SPRD GRASSES & 4tIRUBS QUANTITY COMMON NAME - BOTANICAL NAME SIZE SPACING/ NOTES GM 163 GULF MUHLY Muhlenbergla capillaris 3 GAL 2.& O.C. HT 74 HORSETAIL REED Equisetum spp. 1 GAL 2' O.C. LI 35 LOUISIANA IRIS Iris brevacaulis 1 GAL 2' O.C. DA 14 EVERGREEN DAYLILY Hermerocalis spp. 1 GAL 2' O.C. SIOSWALE PLANTING QUANTITY COMMON NAME BOTANICAL NAME SIZE SPACING/ NOTES BF LF 236 BLUE FLAG IRIS Iris virginica 1 GAL .18" O.C. 141 LOUISIANA IRIS TULVA' Iris fulva'yellow blooms' 1 GAL 18" O.C. CR 798 COMMON RUSH Juncus effusus 1 GAL 18" O.C. NOTE: CONTRACTOR TO VERIFY ALL QUANTITIES CONSULTANTS Structural Ehpiheer ' 7 "� Haynes Whaley Assot 3tes, Inc. 2000 W. Sam Houstor Pk* S. Suite 1800, Houston, K 77042 Phone: (713)868-1591 Fax:(713)868-0046 MEP Engineer JSE Consulting Engine 3rs 16225 Park Ten Place Suite 810 Houston, Texas 77084 Phone:(281)945-4545 Fax:(281)945-4549 Civil Engineer Brooks & Sparks, Inc. 21020 Park Row Katy, Texas 77449 Phone:(281)578-9595 Fax:(281)578-9686 Landscape Architect z Jarreau & Associates 3346 East T.C. Jester I B 24 Houston, Texas 77018 Phone: (713)682-5299 Fax:(713)682-8344 Technology Consuitani Tech Knowledge 6575 W. Loop S. Suite '10 Bellaire, Texas 77801 Phone: (713)840-7800' Fax:(713)840-7801 CFTC 1, .� �1 rip 1ei, 5/21/201( C ^t O e, ■� LO WC O CU C Q CU O CU `EJ n C =' 'CO O 00 BAY AwHT , ECTS 18201 GULF FREI WAY '.. P.O. Box 89121 HOUSTON, TEXAS 17289 281.286.6605 IOJECT NO. 0822 ,TE: 5/21/20 0 ;AWN BW IECKED JAJ, HI TE ISSUE 1/2010 FOR PE OMIT/ CONST tUCTIION L 1 e , Landscape Pla Ming Plan