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HomeMy WebLinkAboutSAN JACINTO COLLEGE ALLIED HEALTH BUILDING SITE PLANSLOPE COMPACTED EARTH O 1.SR MIN. TOWARD DRAINAGE PIPE to• PROPOSED BIO-SWALE MATERIAL (REF. LANDSCAPE PLANS) NDS- EZFLCW FRENCH DRAIN SYSIEM (EZ-1001 F) CROSS SECTION "A -A" N.T.S. rn 3 0 I <i- N N N W F- 0 Q � J 3 '.. ,:, W � i0 Lli � � F- � vl x O � � w 1- �w � � j I U X /_ �> 3 v a / I— � � � I N X rn N N � / 3 � � T m 2 _ � 0 - d � � � I � �I x "� o � O N � � p j O U X N N � O � Q� � � U .- W � � 0 75 30 I � SCALE: t"= 30' r LEGEND ABBREVIATIONS p CLEANOUT CM —CREPE MYRTLE O CLEANOUT (RECORD) EJB —ELECTRIC JUNCTION BOX ,g GAS VALVE RECORD FL —FLOW LINE ( ) GP —GATE POST a HOSE BIB (RECORD) H.C.D.R. —HARRIS COUNTY DEED RECORDS ® INLET MH —MANHOLE PG. —PAGE IRRIGATION CONTROL VALVE PVC —POLY VINYL CHLORIDE PIPE rcv IRRIGATION CONTROL VALVE RCP —REINFORCED CONCRETE PIPE SAN. —SANITARY (RECORD) SWR. —SEWER ❑ LIGHT STANDARD TR —TOP OF RIM VOL. —VOLUME � MANHOLE ® PEDESTAL t POWER POLE -�- SIGN �mn WATER METER ' WHEEL STOP ®®�� vom��i�c�i•, m�o�mo� �.� �- NOTES: 1. PARKING: CITY OF LA PORTS PARKING REQUIREMENTS ARTICLE VI CITY OF LA PORTS PARKING ORDINANCE, SECTION 106-835 FOR COLLEGES AND TECHNICAL INSTITUTES 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 PORTS BUILDING DESIGN STANDARDS THIS STRUCTURE SHALL 100% MASONRY/ GLASS PRODUCT UNLESS OTHERWISE APPROVED. 4. FENCING AND SIGNAGE WILL REQUIRE SEPARATE PERMIT FROM THE CITY. FLOOD STATEMENT This tract is in Zone 'X' and not within the 100 year Flood Plain according to the FEMA Map # 48201C0940L, Revised June 18, 2007. CITY APPROVING AUTHORITY CERTIFICATE This is to certify that the City of La Porte, Texas has approved this site pl and development of SAN JACINTO COLLEGE —CENTRAL CAMPUS ALLIED HEALT BUILDIG ADDITION in conformance with the Ordinances of the City of La Porte. By: �� Director, Plan ing Deportment SITE PLAN ACCURACY CERTIFICATE IP 578C N.T.S. SURVEYOR'S NOTES: 1. THE BEARINGS SHOWN HE EON ARE BASED ON THE PLAT "'BROOKGLEN STREET DEDICA ION" RECORDED UNDER VOL. 198, PG. 76, H.C. M.R. 2. ACCORDING TO F.LR.M. M! P N0. 48201C0940L (COMMUNITY —PANEL NO'S 4E )3070940L & 4854870940L), MAP REVISED DATE: JUNE 1':� ; 2007. THE SUBJECT PROPERTY LIES WITHIN THE REAS DESIGNATED AS ZONE "X" UNSHADED. DETERMINED f0 BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD; ANC. ZONE "X° SHADED. AREAS OF 0.2% ANNUAL CHANCE FL001 ; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERA E DEPTHS OF LESS THAN i FOOT OR WITH DRAINAGE AR AS LESS THAN t SQUARE MILE; AREAS PROTECTED BY LEVEEi FROM 1% ANNUAL CHANCE FLOOD. THIS STATEMENT IS BASED'. )N SCALING THE LOCATION OF THE SUBJECT TRACT ON THE '.ABOVE REFERENCED MAP. THIS INFORMATION IS TO DETERMiI� FLOOD INSURANCE RATES ONLY AND IS NOT INTENDED'. f0 IDENTIFY SPECIFIC FLOODWG CONDITIONS. 3. ALL UTILITIES SHOWN HER ON ARE LOCATED USING "APPARENT &VISIBLE" EVIDE SCE BY ON —SITE OBSERVATION UNLESS OTHERWISE NOTE0.'.'.. 4. ALL RECORD UTILITIES PU TTED FROM DIGITAL FILES PROVIDED BY BROOKS & SP. RKS, INC., PROJECT No. 726-0079, FILE: SAN JACINi) COLLEGE CENTRAL CAMPUS MASTER PLAN, DATED MAY i �, 2007. REFERENCE BENCHMARK: RM 020255 — HCFCD ALUMII JM DISK STAMPED "6112 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 WATER'.iED NEAR STREAM Bt 72-00-00. ELEV.=24.77' (NAND 88, 200 ADJ.) TEMPORARY BENCHMARKS: TBM "0" —BOX CUT ON "BE 'INLET LOCATED IN THE WEST R.O.W. OF'LUELLA BOULEVAR f433' SOUTH OF BAKER DRIVE. ELEV.=23.98' TBM "Zi" —BOX CUT ON CC 7CRETE BASE OF LIGHT STANDARD LOCATED t41' SOUTHEAST OF THE SOUTHEAST CORNER OF THE R.S. SLOCO! 3 FINE ARTS BLDG. ELEV.=30.29' SAN �)ACINTC COLLEGE CENTRAL LiAMPLIS ALLIED HEALTI-' BUILDINC� ADDITION I, W. Joel Seybert, om 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 accurately shown on the site plan. BROOKS &SPARKS, INC. ///VVVJJJ F-880 W. el eybert ` � __ ,_ Texas Registration No. 92999 ........................ W. JOEL SEYBERT i :....92999.. •. i�� ■ • � 606❑ SPEN[.ER HWY. LAPORTE, TEX,4 3 775�5 ❑WNER: SAN. UACINT❑ JR. COL[ EGE DISTRICT DEVELOPER: SAN UACINTO JR. COLt EGE DISTRICT BEING A SUBDIV151011 OF 1 %.5554 (TR 1 7E Sc TR 1 "R, HCAD# 043-1 48-01 8O) ACI!ES OUT ❑F THE TRACT OF SAN JA[ INTO JUNIOR COLLEGE DI STRICT IN W.M. 7JONE� SURVEY, ABSTRACT NI I. 482, CITY OF LA ' �❑RTE, HARRIS COUN-I Y, TEXAS JULY 201 BROOKS & SP ARKS, INC. CONSULTING ENGINEER/, 'G TEXAS REGISTERED ENG NEERING FIRM F-880 21020 PARK ROW PHONE.• (281) 578-9595 KA71; TX. 77449 FAX: (281) 578-9688 SPR. 01 Cy\ \ d l� 3 a of � 3 N m 0 ~ (o U) N � N � Lc)1W N O N n Q pi J 3 1 o� Ii ~' vX o� L- O LL CL (n _J O j X •> 3 U a LL7 I N � X N N pt Q T jN m all F ull I a_ X cq M O ^ N O m O 00 X N N co N � O � C U LL It , n 1 FalF1 - - \EL I II o = o �vE3I I 0 11 So 0 15 30 Eve ELL- 00000w Allow Chi SCALE: 1"= 30' 1IC\71 NON - -- ® ® LEGEND: Q PROPOSED MANHOLE TMAX BINLET ® PROPOSED MANHOLE W/GRATE TOP m OIN F.12' Pvc (m am / 13 PROPOSED GRATE/CURB INLET R t2' PVC (E) am / PROP. 2-8•%8• TS&'V R a' PA; (sir) am ® / n 6' Pic (sw) uo2 -- DIRECTION OF FLOW o I 1-� "DRANT / FL FLOW LINE 1-6• G.V. W BO% O mA uRE7 C.O. PROPOSED CLEANOUT ®•off ( 4 .w a� 11. 112 PIE: (N) 229BPROPGRATE MLEr PROP, PIV AND FDc / NDS-EZ FLOW FRENCH DRAIN R 6' PK 25 (E) 31 / FL 23,20 PARK MODEL NO, TL 6• P.< (E) am DDSPPF-t OR / 1E� APPROVED EOUAL td m" `t t� EXIST. MUSIC BUILDING ❑ (INSTALLED ABOVE \ e ,L ❑ I I I I 2-6 PIN FF=29.80 Iz PROP. 30 LF 12• STM. �� meTEl y SWR. o OANIX PROP, 6" FIRE UNE 1-B•X22s BEND. AB n"z se PROP. GRATE INLET tm rxY G. c (s) 2 67 7q I (I �'so FL 20.18 _ FL 28.00 4 ING u I Illg I TG 27.70 PROP. 29 LF tY S U, PROP. 3' DGMESDC PROP. 27�GRATE INSET FL 1Y 25,72 SWR. O 0.44% WATETL LINE ® PROP. C IN n I R. 2520 FL 15. 25.47 CONTRACTOR SHALL TIE FL 18" 24,72 " PROP. GRATE INLET / 28.90 IN • / 3R BACKFLOW FL 24" 2218 FL 25,87 / _ / 24" RCP STM. SWR TO 1 ( FL 150 25,09 , 33 LF PROP, 30 DOMESTIC DIST, 5'x3' BOX AS PER PROP, 25 LF 24" RCP 8 FL 180 24,64 PROP, 32 IF CONNECT EXIST. - JOIN 24" STILL. SWR. WATER METER INSET "A" THIS SHEEP. SrM. SWR. 0 0.18% O O.i6x FL 24 2213 15" STM. SWR 8• SM. SWR. PROP. 33 IF 12• 7R SET 3• ABOVE F.G. / I78 SM.I O 0.32% TO PROP, 12• SM. SWR. ONO NO MAIL R SxY b.eJt FL 24• ) 20.08 FRENCH DRAIN O 26X SM. SNTi 0.44X // / -, • FL 120 23.07 I FL ,B.OB / / ° ( LN 2-B• PVC 6• P4c Pic FL 20.D0 I / 6 v 0.32X 36 P S / caCRE1E PROF ' � ,. I I �wLFFR oS-EZ PROP. B•X3" TSkV 9 I PROP, SWR. O 03 LF 15 � P P PROP, 57 LF IB• SM. PROP. 54 LF Ism STM. 1 .O 0.78X SVR O 02 I I OPAIN O 0.75X / R IV EM () 26.B4 FL 2288 Sxrt. MR s is 2 z4-It0 ja 7 w/ MAREGTOP 0 PROP. AREA INLET C� G7 PROP. AREA INLET � IN PROP. 6 nRE w<Tn O I I SEE SHEET SPRO1 ]6TE) IB.97Q. u ]s•(p 1s93 TO 27,70 TG 27.30 I SECTION A -A' t '.s•(xns) nu❑ o I FL 12. 24.86 N (OP. La OEM. w.)irzn I FOR CROSS FL 15. 2218 FL 15. 2204 FL 21,59 FL 18• 27.30 / FL 18. 21.78 TG 27.40 FL 24" (NE) 20,37 (SEE MEP PLANKS) q FL 21,44 A 9 PROP. 20 LF 15" SM. CONTRACTOR SHALL 71 R SWR, 0 0,32% O I I tY RCP SIM, SWR 70 ❑ .�%�i I Tam j l V6v EXIST, Ski' BOX AS PER ( I zrzl INSET •A• THIS SHEET. I 2 • �w• BUN.DNIIC I I 24' RCP ISE) 10.20 FL 1E" 22, FL FL 15" (SW) 22.42 _ 8 - / UK Ens7. R s'xr 21.6111 FL 15" (� 440 F•F• UM sn2 Wl • NAP ' FL ,5• R 5x3' c.9 c (x) 2t 5e I (11UTM Ewe PROP. 11 LF 120 SIM, ❑ �� s) 21.57 U ° 8 I INLET �A (o ' siu, svx. KKDING F ' SIYR. O 0.44% O E) 21 ss ❑ R 22.24 \ SEE taw Plµs) =24 - mow �� �O H i< I I \ Sfioo m.PE) FL 24,24 0 8 �+ \4 _ PROP. 29 lF 12" ��6.75 I `� SWR PO 0.32X FRENCH DRAIN O 1,00% SM. SWR. O 0.44% i ---: �PROP. 51 LF 15' SM. FRENCH DRAIN 1.00% 1 26. 5 PROP. CRATE INLET 12 IF NDS-EZ BUILT ON EXIST. ROP 12' m. SwR. PROP. AREA O I NO VAQ 6x3 C.B.. (s 2LN / 1 8" P (SEE uEv6Pvars) FLOW FRENCH INLET $. J� TG 27,35 6• P C (IMAM w".) PROP. AREA INLET FL 25,20 DRAIN O 1.00% FL 24.98 / / /.ff RAINWATER SR ❑ / .O Fl 24.37 �SCHpN '2�9,y�\ FL 12"24.,0 FL 25.02 ` �` FL 15" 24.10 5 IF N05-EZ \ PROP. RAZE Q� PROP. 49 LF 12• STM. FRENCH DRAIN 0 1.0DX 8 PROP, AREA INLET_ FL .90 p ❑ PROP. 5 lF 72' RCP INLET T x '•SWR. O O.µ7G�P • bum. sron. PV0 0 1.05 MIN. L LF N5 s. 72 TO 26,90 SM. SWR. O 0.44% ( 1 t / - iisR FL 10 ((N1 21,35 / n FL 24.55' (SEE MR PUNS) t0 15 7 Fl 1Y (E) 2i.35 II 8 IEr PROP. GRATE 4 (]600 sO.Pr.) \ INLET l a so AREA INLET AFL 25.00/ TO 27.45 F. e (N) v z TG 27,50 / TO 7233 n C. { (S)12 31 FL!24,44 ❑ FL 24,32 PROP, AREA INLET PROP, AREA INLET 13 ROP. GRATE FL .41 CONTRACTOR SHALL RE 12• PROP. (I I �• RCP SM. SWR TO EXIST. \ \ PROP. 140 IF 8" - 74 FL 21.45 PROP. J" DO X 8 5'x3' BOX AS PER INSET we TO M.P.G. 3 I � SDR26 PVC S4N. FL 4• (N) 24,95 FL 4" (N) 24.93 P .GRATE INLET M 12• a PROP. 8 IF 4' (E) 24.26 0' £n 6 TG-TW-1z THIS sHEET. FL 1 224,6 o O. FL 1Y (E) za.28 RcP / PVC O 1.00% MIN. i 'r � PROP. AREA INLET / FL 4"(N) 25.05 ' FL 12. 2231 FL 12" 24.81 0 e" 2525 2 / FL 6• S)) 26,18 7 ,t IEmT. ri3 21.3i3 PROP. 6' ]PIN. sw+e i1 PROP. TRENCH FL 14It) 19.79 8 8• SAN..SWR i 0 _ rt• vse TIC 28.90 .l REF. INSET V - c1 5 4 L 7•� PROP. GRATE INLET BUILT ON / ,,,,J (SEE Mw Pwrs1 10• SM TG M.EW. ) FL 28.22 - 10 ""I• SWR O 1.00% 2 Cwarc-u ]i EXIST. i2" RCP FL 27.54 PROP. 6 lF I ❑ ❑ ❑ FL 25.32 ❑ ` RAN 2 �cowExs41E n 12- R 2C RCP e• STM. _ REP (s) 2] 26 s?2 t (2" 23.35 3 / 10 FL 27.31 - FL 28.9 18' RR (E) 21.37 I PROP. TRENCH BRAIN (SEE UP Pturs) (i'/) zzst / mAsti cut SWR. O ,.OD% PROP. 50 tF ACD K1OGS FL 25.20 PROP SO LF AM K1U)S 10 TG PROP. 45 LF AGO KIO05 .e(7 " / TRENCH DRAM FL 26.85 TRENCH DRAM FL 27.74 • STM, SWR vi TRENCH .DRAIN . TR CM W/ IN-UNE CATCH BASH - Z' W/ IN-UNE CATCH B FL 21,37 O p W/IN-UNE CATCH BASIN. E___ __ _ __ ______� „_ _____ _ _ __ PROP. 15 LF 12 / / �g lil p 28,30 PROP. TRENCH OPNN _Ll a Z a 27,40 PROP. 71 IF 12• �j� PROP. AREA INL1:T B SM. SWR. O 0. x / / k FL 27.74 STM. SWR. 0 0,44 2 . .`"- . © / FL 24.40 18.34 / PI ¢ M. m k� srN u7e. PROP. TRENCH DRAIN /FL ON 27.74 2 O F U to R H R 10 0u () nn N n N PROP. AREA INLET FL 7828 / to• cLA (s) 7.7z FL 2].Ot TG 27.90 27.90 / FL 27.14 FL 26.95 FL 24,40 Ai AR a PROP. 45 LF AGO K7005 � PROP. 50 IF AGO Kt fig+, m .24SIVA.0 TRENCH DRAM PROP.:TRENCH DRNNI �___ --- Ot Jul FL 24,64 PROP. 7RET, CN ❑ 1 C RGP S• SM. PROP. 50 LF ACO N100S ❑ FL 25.27 8 ❑ PROP. CRATE INLET BUILT / /FL. 7G M.EW. N FL 2625 SWR O 1.00% TRENCH DRAIN ••FL 2592 1p FL 21L40 ON EX)Sf. 12" RC S 44 (MN) 16. PROP. •J" 80X °'TF 17 0 / FL 27.54 W/ IN-UNE CATCH BASIN / Ri 27.20 //////���� TG 25.80 / TGm1W-12 7 19 FL 6• (N) 2520 FL MST. 12' AB* 2 / FL 4�S) 25.37 TG 27.40 FL 8• N) 28.18 8 8 FL 8. 25.40 10 Ft. 12• ( . 9 7 O / . R 1T vast 7 R. 12 (E) 19,79 PROP, 9 LF 4" 1Y 2.S \ PRO(%' GRATE 0 8 PROP, AREA INLET BUILT REF INSET "B• Op8 a PVC O 1.00% MIN. / ON EXISTING 10 PVC W DS QL 0,93% TG 27.4 7 ,.,a• O FL 25.47 I I ER i xLEr PROP8 W CRATE SIR MH \ r RAIN O 1.25% An8k /-'Ra FL 2 2 34 IF NOS-EZ FLOW OypLCW tc•xe.7s $ \ O FRENCH DRAIN O 1.00x Rs ixuT R sxJ' C.B.C. (N) 2+. \ 24,92 - FRENCH DRAIN R 6xJ' c9. (a) 21. FL 24.92 FL 16.70 O FL 25 0 18 PROP, 51 LF 12" FL 26,05 GR zs 69 ' PROP. 24 LF SM. SWR O 0.40X R 1z• Pw (w) v.6a ❑ i2• SM. SWR d R 12- RCP (N, 23.57 O 0.44X il �@ 6'acRW AFL 28.f0 7 ieM ZI'-7' oy* I \ '' '-�11' 2 '�I� 4 L� ,Ll LF NDS-EZ FLOW NON FRENCH ORNN O 1.00% O / / C7/ ORATEw 6 7a• TB-26.62 W41E IMET ° / P� R 5•KT MO.. (5) 21.29 I tR"TG 2>.41 R ] N� �223J7 TwtRAM W� JA I R t2' RCP At) 20.6a (E) 25.47 R 12- RCP (w) 25.69 i°T4 .w '� PROP. GRATE INLET �' iz' RW (w) 2s.a7 PPVC 0240OX MIN. - sm.5xa uN �� r •i i i / ti' R� (SIR 1652 �a1F 6]e I FL 23.40 MAKE VAET R 4Y RCP (NE) 16.62 TG•I 7,J2 / R 16' RR (MAN) 16.95 R 5'N3' B.C. (N) 21.28 ( R 2' RCP (S) 231J Kt. ( \� R RAN ca.L (a) 21.20 I TO Ir ( R O RCP (5) SM13WR / / Ih` FL 12• (SE) 23.29 PROP. SM. SWR vc (SE> t9.z6 FL 72' (Y) 2235 FL 4" (SE) 25.8 ❑ ° ❑ 8 'sm . u . FL 12" (NW) 25,13 Y ea1EVD5SHUT O Rsv Oec�� s r /s) . ( Iva, EXIST, ALLIED HEALTH BUILDING O 15' RCP (W) UNJUME To DEEPAL g CONTRACTOR SHALL RE 12• 2 RCP SILL. BAIR, TO DIIST, FF=28.58 VXV BOX AS PER INSET •A• / 8 = THIS SHEET. `t' FL fY 22.25 , j E]7sT. R 5'.r 21.uz PAVERS (TOW) S / pJ 3 8 TO ELECTRICAL HEAL. SERVICE O) w _ /� TO AWED HEALTH ADDITION - IN 4 CONDUIT / / je / - / CRETE Ll �G06639] •L•1 / v SODD TOP PLATE / p/ CR � tl .. Ito. 0066393 O alm R IS'l) =24 / 6P R ]eTE) iBee !/ BAR MN m _ , 15R 2a 02 n I FILTER FABRIC / / / R:a RCP (s» 1652 11 Ri6•tMiass - S I �i �T . /. / P (NE) 16sz R 5%]' C.B.C. (N) 2 . 9 W 11 LIN ",.P :. M. 5'RS• C.B.L. (S) 21.19 I - ° D JUNCTION BOX ,Emsn,* PAD MOUNTED TRANSFORMER INSET "B" N.T.S. NOTES TO SHEET: O7 PROPOSED RAINWATER HARVESTING TANKS. REFER TO IRRIGA71ON 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 150 RAINWATER HARVESTING COLLECTION LINE 0 1,00% MINIMUM GRADE, O ADJUST GRATE INLET TOP TO FINISHED GRADE REFERENCE GRADING PLAN C2.03 FOR ELEVATION. © PROPOSEDTEZ FLOW FRENCH DRAIN SYSTEM AS MANUFACTURED BY NDS. 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 SIM, 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 CONFLICT EXISTS 10 FOR ALL ACO TRENCH DRAINS, CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A SHOP DRAWING FOR REVIEW, STORM SEWER LEGEND, 0 PROPOSED 13 LF 12" STM, SWR. 0 0.44% O PROPOSED 33 LF 12" STM. SWR. 0 0,44% 3O. PROPOSED 24 LF 12" SIM. SWR. 0 0.44% PROPOSED 22 IF 122 STM, SWR, 0 0.44% O PROPOSED 7 LF 6" SIM, SWR. 0 1900% PROPOSED 7 LF 6" STM. SWR, 0 1*00% 7O. PROPOSED 12 LF 12" STW SWR, 0 0.44% 0 PROPOSED 10 LF 12" RCP STM. SWR, 0 0.44% O PROPOSED 28 IF 12" SIM, SWR. 0 0.44X Q0. PROPOSED 22 IF 120 STM, SWR. 0 0,44% ©1 PROPOSED 30 IF 12" STM. SWR. 0 0,44% O2. PROPOSED 16 LF 12• STM. SWR. 0 0.44% 13 PROPOSED 23 LF 12• STM. SWR, 0 0.44% ©4 PROPOSED 18 LF 12" STM, SWR, 0 0,44% ©5 PROPOSED 22 LF 12" STM, SWR. 0 0.44% ©PROPOSED 22 LF 12" STM, SWR. 0 0,44% • CRY SHALL INSTALL PROPOSED FIRE HYDRANT. ©7 PROPOSED 12 LF 6" STM, SWR, 0 1,00% • CONTRACTOR SHALL MAKE 3 INCH WATER CONNECTION AND INSTALL 3 INCH DOMESTIC WATER METER, 18 PROPOSED 12 IF 12" STM, SWR. 0 0.44X • PROPOSED 3 INCH WATER METER SHALL BE A 19 PROPOSED 23 LF 12" S1M, SWR, 0 0.44X NETrTUNE R 9 *1 COMPOUND METER. • WATER METER SHALL BE INSTALLED ABOVE GROUND, QPROP, 7 LF 4" 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 BROOKS & 'SPARKS, /NC" CONSULTING ENGl1 EERING TEXAS REGISTEREQ ''ENGINEERING FIRM FlLl 21020 PARK ROW PHONE.' (281) 578,L KA7Y 7X 77449 FAX: (281) 578-9686 WIN SURVEYOR'S NOTES: ' 1. THE BEARINGS SI JWN 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: JUNE 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 Ct kNCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITr :AVERAGE DEPTHS OF LESS THAN 1 F00T OR WITH DRAM 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 Fl DODING CONDITIONS, 3. ALL UTILITIES SHI 6NN HEREON ARE LOCATED USING "APPARENT & VISIBI I" EVIDENCE BY ON -SITE OBSERVATION UNLES OTHERWISE NOTED, 4. ALL RECORD UTIL LIES PLOTTED FROM DIGITAL FILES PROVIDED BY BROOK i & 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 BENCHMIRK: 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' (NAND I8, 2001 ADJ.) TEMPORARY BENCHM RKS TBM "0" -BOX CU1 ON "BB" INLET LOCATED IN THE WEST R.O.W. OF LUEI .A BOULEVARD ±433' SOUTH OF BAKER DRIVE. ELEV.=23.98' TBM "Z1° - 80X CU ON CONCRETE BASE OF LIGHT STANDARD LOCATED:41' SOUTHEAST OF THE SOUTHEAST CORNER OF THE R.51 SLOCOMB FINE ARTS BLDG, ELEV.=30.29' BRO( tS &SPARKS, INC. F-880 +., N4 ti;ra it Ap W •JOEL SEYBERT VjL �1 ••92999 '�' \0 !4p/ONAL 6� 15" PIPE TO SIM. A D D IiI O N �• �'6Ta+ t----1 IRRIGATION PUMP �-STATON PAS' R'GATI°" SAN JAC I NTO COLLEGE -15" PIPE v a a HARRIS COUNTY, TEXAS INFLOW PIPE FL 22.51 FL 22,51 FL 22,51 36" PIPE 360 PIPE 48" DIA. m�l STM. SWR. MH 1 L 1 1 96" DW FL 16.75 FL 16.25 FL 16,15 STM. SWR, MH 960 DIA 16.25 STM. SWR, MH RAINWATER HARVESTING TANK SCHEMATIC N.T.S. PROP. 4LLl 06" UTILI" `IES PLAN C-C WITH #5 LONG. EXIST, CONCRETE BOX CULVERT BARS 0 6" C-C N OTE$•- 1. HOLE CUT IN WALL OF N BOX TO BE NEAT AND DONE IN A WORKMAN LIKE MANNER, BREAK OUT CONCRETE 2. TIE COLLAR STEEL TO LONGITUDINAL AND FOR COLLAR CONNECTION ELLIPTICAL STEEL WHERE APPLICABLE. NO. DATE REVISIONS BY 3. ALL REINFORCING TO CONFORM TO PROP. 12" OR PROP. 24" #5 ASTM-A-615, GRADE 60. ALL 24" RCP STM. 0 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• CUL. 4000 psi 0 28 DAYS. 24" DESIGNED BY: SPG I APPROVED BY: WJS INSET "A"' PROJECT NO, 229-254 DATE: MAY, 2010 N.T.S. SCALE. 1" = 50' SHEET SPR. 02 OF 4 BROOKS & SPARKS, INC. Brooks 8 Sparks, 1nC. STOR\[ SE\TER DESIGN Consu121ng Englneering Project Iniormatian HOL SUri,n0 Ele, ,e;. 4iA. G d_ I', edHA�d Lcr. Id C Ifl: IA Absoi f t li in:hr, jct No 29 04 Mach Ccr F. A Dag ..f01m' 3 7st m: ;stem A' Idr. Tcf b= 772T C s.o d' LY Date 5,2712010 Cefa it0 Cris d= 17,10 Ch« ed:.P 3 Dale: 5;27n010 Default) cucn K. I A e = 0.81 From Area Tc Flow Dlam. Dist INLET/ M.H. (acres) (min) (era) pipe w Design (it) Area JIMA C Area I Reach Shape. Rise :pan n Slops Cap sun To No, AW/. Pipe flight) ADO. IRIS) (in) m) I%) ch) Reath INLET/ M.H. cup. ioief Cm (fl) cue. 0 35 20 90 : O 16 At 0a 000 110 R /2 0013 044 237 a0 9 2 035 2020 416 29 2 0 t0 2382 a 31 2? A2 0a 0.16 R 12 0013 044 237 3. 0 H 2398 .c5 047 62 3 _ G33 2030 010 622 3 O6 019 412 P. 1E. 3013 023 372 65 0 Is 20 58 0 57 147 J _ 0,➢ 2141 . 02E W 1 08 01, 401 R tE 0Us 033 372 32 ;; 2160 031 179 5 9 6 21 09 = a 2a 179 us G18 4as R 12 0013 026 :3- e - 0 2 21.27 102 225 6 G:t 19A4 V03 o AG Oa 026 429 R 24 0013 017 5C2 2E. ]. SSFR 0;3 1970 106 2E0 . 0 10 - 2197 0 32 0 .. 0a 000 403 R 12 a013 044 237 10 2.51.:F 0 10 2167 0 32 -_._...._......_ to .. 3 0 37 21.25 0 23 A3 9.8 000 406 S:vR e V 21 26 0 23 9 073 21 Al 026 0 A9 as 0Go 405 R 12 0011 0J4 237 ,. 0 3a 2141 4 26 5 to C 111 2167 -- 0 32 0 ..ta a2 0cc 403 R 12 0013 UJ4 -_. 11 0la 21.67 032 11 11 0 19 2167 C 32 a All 08 000 A03 R 12 0oi3 044 2.' 11 S.4R 0 10 2167 0 32 11 12 J. 2039 Ofd 0 Al2 0.6 000 414 R 12 0013 044 237 24 13 0 33 2039 0 10 24 13 0 31 23.82 9 03 24 Al2 0.8 0.00 386 R 12 0013 944 237 22 :c S'.'eR 031 2382 013 46 1J 0IB 2239 057 AU 08 a a 0 397 Y.•S`:.R 0 1➢ 12.39 0 57 Brooks 6 Sparks, IDC. STOA\L SEt1ER DESIGS 23 Consuliing Englneering Project 1piormetlan H3L Slaving El nl: '1iA Frcle t. A.I dHealn hddton N'r Cc rerlRl' lA AbSOMelnteret/ hrl Jet Nc.' 2 l 1 arch C cr F '4_'A Desg teen: 3 siste. slem•S 1d'n. To im',nl: b= 7727 Cespred: CLY - Cate 51271dolo Default n-. 0013 d 1710 creceel: S- Cate. 5272010 Default JuamonK N.A e= 0.ut Fmm Area To Flow Dim. Disc INLET/ M.M. (acres) (min) fell) Pipo or Design (fl) Area Reach C Are• I Reach Shope Rise open Slope Cap AN To No, Ant Pipe (Infhr) AW (l lip) 1fl) (%) Icfal Reach INLET/ M.M. cm. roar cuM.. (it) am. t 00c 2090 016 0 61 08 00o 4.10 R 6 0013 1to 056 12 2 0 C: zage 0.1E 12 2 00t 2382 003 12 E2 06 007 385 R 12 0013 044 237 12 3 0 06 2389 0 19 24 3 a 04 20 67 0 13 24 B3 08 007 a 11 R 12 0013 044 23 23 f.1H 010 2074 033 _ J] a aas 2141 024 0 E4 0B eta 405 R 12 0013 044 237 81 DOB 2141 0 20 51 000 23.32 000 98 Et,aH OE us 023 3➢4 ::: R 12 0013 044 2a 77 JB Ola 24 10 059 169 a 0a5 2090 016 0 EB 08 coo 4to R E aC12 IGo 056 20 JB aUs 2090 aIs 20 JB ato 2362 ago 189 EJE a12 on 01t 305 0°8 R 12 0013 04J 237 13 a 0 23 23 93 a T5 202 6 aC4 2a a] 013 0 6. Oa 000 4.12 R 001? tag 06f - 004 2067 0.Is 7 T 0 32 23.22 0.0E 7 97 Oa 004 386 R 12 0013 044 237 32 .3 0 :6 23 86 0 19 39 0 9 C9 2382 0 is 241 Ba 4;t 08 Ot0 384 ;': R 12 It013 044 237 24 9 0 35 24 Ca 1 13 265 9 0 C9 2362 0 13 265 E9 08 013 385 R 12 0013 044 237 22 13 U 41 23 95 1 31 287 iC 0 W 2067 0 13 0 810 Ca 000 412 R 6 9013 1C0 055 7 ii 0G 2067. 011 1 11 003 2382 009 all 08 a04 166 R 12 0013 044 <_. 12 JE 007 2386 022 19 JB 000 2382 000 19 sie a6 007 3a5 R 12 0013 0J4 237 72 12 007 2389 022 9/ 12 004 2382 a12 91 B72 OB 040 303 R 12 6011 04J 237 49 P all 2422 a3' 1.10 -- Eu6RD 15 10) 2410 l35 ` 1s a.91 z3 6z o 93 Bi5 Oa 028 334 R. 15 0013 03_ 2 20 n 1 as z4 t9 3 3➢ 16 002 2002 a07 D 916 0a 0Go 417 n 12 0013 044 _3. 23 t7 902 20 C2 007 23 17 002 23 d 0 C6 617 103 OB 016 -7 R 15 0013 023 13 18 112 2392 .05 3- ,S 18 001 2382 002 - Gig Eta as 4 R 0013 02. .. 73 19 1 /3 24 Ui -.>. 3 54 5c' 19 004 23 62 0 12 697 E19 08 a 4 3 303 R 10 0013 026 E37 20 1 17 24 26 3 6G T64 sa a02 2362 a0 -= E20 C3 a a3 P. ., 0013 C23 ='7 21 1 13 ^J 3 _ 3L2 41 a 02 L 2 C. ' . 3 C . �, R _, C 913 S . . 1.' 22 t 1 4 t . _ ) ' zz a4 ( , ,. 0 9 T 623 -- --I --- 2A 0 a2 --(to- : F52E* 0---, 32. I 0 Ov': .:5� JIG -I - -[e 001 2382 3.4 --� 626 a b 0 ;^3 e. R •' e 0 013 0 14 d 001 239' . ai3 ---- '9 27 003 23 82 009 1 927 0a 413 3Ga R ti C^.13 .'.A �.to 007 2398 a22 -- 2a 0Ic 21 a? 032 826 Ge C00 .1 Ill R to a013 52•": 164 35 a to 21 -7 0 32 25 019 224r: 060 0 e29 as 000 196 R 12 0013 C44 237 0 30 019 224G 050 0 30 oat 2_82 003 a E30 08 000 386 R 12 0013 044 237 ' 32 020 2382 067 0 31 eel 1944 a03 0 531 oa 000 423 R 12 0.013 044 2?7 15 001 1944 003 - 32 501 23 82 U 03 1C 832 0:C a coo 38i R 12 0013 044 r; 3.1 922 23 90 070 1" 31 Del 1944 003 0 E73 0a 000 423 R 12 P013 0I4 237 15 14 001 1944 003 15 ?3 001 2152 001 30 E34 322 08 008 3a5 4) R 12 0G13 G44 237 36 021 23 90 0 76 30 .> 003 23 52 009 'a 535 01' as 000 386 934 R 18 0013 026 __ CP 0 44 27 22 1 40 20 35 0 05 2109 0 20 B29 03 a 00 4 00 Cp 0 UG 21 V 6 20 LEGEND: AREA jiml AREA (AC) aa9 CUMULATIVE (AC) 0.z9 CUMULATIVE (CFS) IN ABSHIRE DRIVE •� m � SUB -SYSTEM "A" � � � � DRAINS TO STORM SUB -SYSTEM "B" DETENl1ON 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 = 0.2E AC -FT 6.- REVISED POND VOLUME = 223 AC -FT 7. REVISED POND - ORIGINAL POND = NET STORAGE 2.23 AC -Fr - 0.97 AC -FT = 1.26 AC -FT TOP WALL -aAFi SOD . zo.zs f0E 21.00 19.25 23.2' - I 10' DIO-SWALE r (SEE DETAIL THIS SI CROSS SECTION "A -A" N.TS. CROSS SECTION "8-8" RTS SLOPE COMPACTED EARTH O t.5% MIN. TOWARD DRAINA(;E PIPE BlOOkS 8 $ arks, 1nC. STOR\I 5E1\"ER DES[G\ Consutring Englneering Project lnformalion HOL Sfaltng Ele: tfl)'. NiA Prcjeel All.cd Hea•ih AtldAicn A4n Co':er ifl): V:A nbsa ule titans tf (rvTrl Job No 129 2� tlaich C cr F: VA Cosign Sicrm 3 j B sem•B ti' T i in): b 77.27 D sg ed : Y Date. F2L201C Defaultn: 0,013 d= 0.10 cheered: o Daws 512L2010 Default Junctcn M: NAA e- 0.81 Train Aran Tc Flow Diam. Diet IxLEn M.H. - fact") - (min) (cfs) Pipe oc Design (it) Afaa Ream C Arco I Reach shape xiae span n Slope Cap sane TO No, AM Ape fin/hr) AM (RBi on) (it) (%) (Ma) Ream INLET/ M.M. cm. reef cum (fl) cm X-AREA 14 N 3t as 27.60 Bi.. a55 coo 336 R W LI ou 31 00 27 60 CP 0.?8 7.3 52 1.34 0 OP 3u OG 000 386 5 R 24 0013 0to 962 30 OUT 175E 23 82 35 63 30 a 23.2' Ao o zo �D SCALE: 1"= 40' 10' DIO-SWALE JROPOSED 810-SWALE MATERNL REF LANDSCAPE PLANS) 10' BIO-SWALE DETAIL N.TS m CONSULTING ENG VEERING TEXAS REGISTERS) ENGINEERING FIRM F-880 2f020 PARK ROW PHONE: (281) 578-9595 ICA7Y 1X 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 .,kR.M. MAP NO, 48201CO940L (COMMUNITY -PANE: NO'S 4803070940L & 4854870940L), MAP REVISED DAT VUNE 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%. ANNUAL HANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WI H AVERAGE DEPTHS OF LESS THAN 1 FOOT -0R WITH DR INAGE. AREAS LESS THAN 1 SQUARE MILE; AREAS PRO', CTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. THIS STATEMENT S.BASED ON SCALING THE LOCATION OF THE SUBJECT'2ACT ON THE ABOVE REFERENCED MAP. THIS INFORM TION IS TO .DETERMINE FLOOD INSURANCE RATES ONLYAND IS NOT INTENDED TO DENTIFY SPECIFIC' FLOODING CONDITIONS. 3. ALL UTILITIES � 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 ,KS & 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'.:ONING REGULATIONS FOR THE CITY OF PASADENA, TEXAS REFERENCE BENCF HARK: RM 020255 - HO' D ALUMINUM DISK.STAMPED "B112 BM 03° ON BRIDGE AI SPENCER HIGHWAY AND WILLOW SPRING BAYOU LOCATED ON DOWNSTREAM SOUTH CONCRETE WALK ! f THE CENTERLINE OF THE BRIDGE INKEY MAP 538ZiiIIJ.THE ARMAND BAYOU WATERSHED NEAR STREAM B111=00-00. - - ELEV.=24.11' (NA\ 1 88, 2001+ADJ.) TEMPORARY BENC MARKS: TBM "0" - BCX f IT ON "BB"- INLET LOCATED IN THE WEST R.O.W. OF L ELLA BOULEVARD ±433' SOUTH OF BAKER DRIVE. ELEV.=23.98' TBM °Zt° -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 G NE CALL CONTRACTOR ,' >' CALL BEFORE DIGGIt ; !!!! PHONE: HOUSTON (713I223-4567 (STATEWIDE Ot fSIDE HOUSTON) TO ARRANGE FOR L11 :S TO 8E TURNED OFF OR MOVED, CALL CENTERPOINT AT 71i-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: SWR i% CenterPoint Energy/Ele tric Facilities (Approved only for cros ng underground ductlines, unless otherwise noted.', Vol1d aY time of reviev only. Dote: SBC Approved for und, 'ground conduit facilites only. Signature valid for on( year. Date: CenterPoint Energy/Go (Facilities (Gas service lines are. lot' shown) E .`OOKS & SPARKS, INC. I : \ X F-880 W. JOEL SEYBERT 'p6• 92999••••••�� ALI .I ED HEALTH ADDITION SAN J� CINTO COLLEGE HARRIS COUNTY, TEXAS DRAINI�GE AREA MAP AND DETENTION PLAN N0. 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 -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, 614' MIN SPRO MS 6 MEXICAN SYCAMORE Platanus mexicana 65 GAL, 4" CAL SINGLE TRUNK, 12'-14' HT, 6'-T MIN SPRD LO 10 LIVE OAK Quercus virginiana 65 GAL, 4" CAL SINGLE TRUNK, 12'-14' HT, 6'-T MIN SPRD PC 10 POND CYPRESS Taxodium ascendens 65 GAL, 4" CAL SINGLE TRUNK, 12'-14' HT, 6'-7' MIN SPRD RM 7 RED MAPLE Acer rubrum 65 GAL, 4" CAL SINGLE TRUNK, 12'-14' HT, 6W' MIN SPRD CM - 32 CREPE MYRTLE Lagerstroemia indica Zwe m.Pony Mk 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 3 RIVER BIRCH Betula nigra'Dura Heat' 30 GAL, 2" CAL MULTI TRUNK, W-10' HT, 4'-5' MIN SPRD LG 5 MAGNOLIA'LITTLE GEM' Magnolia 'little gem' 65 GAL, 4" CAL SINGLE TRUNK, 12'-14' HT, 6'-7' MIN SPRD GRASSES & 9tIRUBS QUANTITY COMMON NAME - BOTANICAL NAME SIZE SPACING/ NOTES GM 163 GULF MUHLY Muhlenbergla capillaris 3 GAL 2.5' 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. BIOSWALE PLANTING QUANTITY COMMON NAME BOTANICAL NAME SIZE SPACING/ NOTES BF 236 BLUE FLAG IRIS Iris virginica 1 GAL O.C. LF 141 LOUISIANA IRIS TLILVA' Iris fulva'yellow blooms' 1 GAL .18" 18" O.C. CR 798 COMMON RUSH Juncus effusus 1 GAL 18" O.C. NOTE: CONTRACTOR TO VERIFY ALL QUANTITIES CONSULTANTS Structural Haynes Whaley Assot ates, Inc. 2000 W. Sam Houstor Pk* S. Suite 1800, Houston, " K 77042 Phone: (713)868-1 591 Fax:(713)868-0046 MEP Engineer JSE Consulting Engine 3rs 16225 Park Ten Place Suite 810 Houston, Texas 77 084 Phone: (281)945 4 545 Fix: (281)945-4549 , Civil Engineer Brooks &Sparks, In c. 21020 Park Row Katy, Texas 77449 Phone: (281)578-95 95 Fax:(281)578-9686 Landscape Architect z Jarreau &Associates ' 3346 East T.C. Jester I B 24 Houston, Texas 77018 Phone: (713)682-52 99 Fax:(713)682-8344 Technology Consui tanl Tech Knowledge ' 6575 W. Loop S. Suite 10 Bellaire, Texas 77801 Phone:(713)840-7800 Fax:(713)840-7801 . 1hSE �F`TC li * )it t, �\�w wC�• �I 5/21/201( CD.1 CDe, ■� LO O `U C o Is `U C CO CU Q BAY ARCHI' "ECTS 18201 GULF FRET WAY 89121 FIOUSTON, TEXAS 17289'� 281.286.6605 :OJECT NO. 0822 , TE: 5/21/2a 0 ;AWN BW , IECKED JAJ, HI TE ISSUE 1/2010 FOR PE OMIT/ CONST IUCT/ION Landscape Pia lting Plan '