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HomeMy WebLinkAboutSAN JACINTO COLLEGE CENTRAL CAMPUS SITE PLAN10' .`i e :1 +s r U) I IC) 0) N N ry ry O d- Q J 3 iI LL i O w U I x ry ILL o 3 w� Cn x LJ _J 1 i X v > 3 LO N X OT N N 0) a �iq - O t V) I d X O N [� U) m o / O U X N G1 N O N -o _:3 � / U PROPOSED 810-SWALE MATERIAL (REF. LANDSCAPE PLANS) SLOPE COMPACTED 1 I- Ir EARTH O 1.5% ' I l MIN. TOWARD 'I DRAINAGE PIPE COMPACTED -� IT ���T. NDS- QFLOW FRENCH DRAIN EARTH SYSTEM (EZ-1001F) CROSS SECTION "A —A" N.T.S. a N E P ❑ ❑ ❑ ❑ � jI C. I f' EXIST. MUSIC BUILDING FF=29.80 - i v {jpipv� • v v' v v v v v ..•v v v v v ' v v v v v �•' QJs v v v v v v �Onv ❑ _ v v v a o v v v v •v• ❑ v �u�1 fir'.. ❑ . ` v v .. ... _ rr �7 J 11 Mj •I�i:I ra i�d�• EXIST. ALLIED HEALTH BUILDING FF=28.58 VA PROP. BULD NO F.F.- 2&58 o /i 19 30 0 15 30 SCALE: 1"= 30' LEGEND ABBREVIATIONS p CLEANOUT CM - CREPE MYRTLE O CLEANOUT (RECORD) EJB - ELECTRIC JUNCTION BOX Z GAS VALVE (RECORD) FL - FLOW LINE GP - GATE POST : HOSE BIB (RECORD) H.C.D.R. - HARRIS COUNTY DEED RECORDS ® INLET MH - MANHOLE PG. - PAGE IRRIGATION CONTROL VALVE PVC - POLY VINYL CHLORIDE PIPE �Icv IRRIGATION CONTROL VALVE RCP - REINFORCED CONCRETE PIPE SAN. - SANITARY (RECORD) SWR. TR - - SEWER TOP OF RIM ❑ LIGHT STANDARD VOL. - VOLUME MANHOLE ® PEDESTAL -« POWER POLE I SIGN �n WATER METER WHEEL STOP NEW AREA HATCH MATERIAL THICKNESS REINFORCING GRASS OR EXIST. CONC NEW CONC. PAVING & FATWORK CONCRETE 4' f3 BARS O 15' O.C. .EACH WAY PERMABLE CONC. PAVERS GRASS PAVER SYSTEM NON-PERMABLE CONC. PAVERS BRICK PAVERS =_ — PAVING & WALK SCHED. B"NwY Canatery vnn"" KEY MAP 578C SCALE: N.T.S. SURVEYOR'S NOTES: 1. THE BEARINGS SHOWN HEREON ARE BASED ON THE PLAT "BROOKGLEN STREET DEDICATION" RECORDED UNDER VOL. 198, PG. 76, H.C.M.R. 2. ACCORDING TO F.I.R.M. MAP NO. 48201CO940L (COMMUNITY -PANEL NO'S 4803070940L & 4854870940L), MAP REVISED DATE: JUNE 18, 2007. THE SUBJECT PROPERTY LIES WITHIN THE AREAS DESIGNATED AS ZONE 'Y' 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. THIS STATEMENT IS BASED ON SCALING THE LOCATION OF THE SUBJECT TRACT ON THE ABOVE REFERENCED MAP. THIS INFORMATION IS TO DETERMINE FLOOD INSURANCE RATES ONLY AND IS NOT INTENDED TO IDENTIFY SPECIFIC FLOODING CONDITIONS. 3. ALL UTILITIES SHOWN HEREON ARE LOCATED USING "APPARENT & VISIBLE" EVIDENCE BY ON -SITE OBSERVATION UNLESS OTHERWISE NOTED. 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 15, 2007. REFERENCE BENCHMARK: RM 020255 - HCFCD ALUMINUM DISK STAMPED "8112 BM 03" ON BRIDGE AT SPENCER HIGHWAY AND WILLOW SPRING BAYOU LOCATED ON DOWNSTREAM SOUTH CONCRETE WALK AT THE CENTERLINE OF THE BRIDGE INKEY MAP 536Z IN THE ARMAND BAYOU WATERSHED NEAR STREAM B112-00-00. ELEV.=24.11' (NAVD 88, 2001 ADJ.) TEMPORARY BENCHMARKS: TBM "0" - BOX CUT ON "BB" INLET LOCATED IN THE WEST NOTES: R.O.W. OF LUELLA BOULEVARD ±433 SOUTH OF BAKER DRIVE. ELEV.=23.98' 1. PARKING: CITY OF LA PORTE PARKING REQUIREMENTS TBM "Z1" - BOX CUT ON CONCRETE BASE OF LIGHT ARTICLE VI CITY OF LA PORTE PARKING STANDARD LOCATED ±41' SOUTHEAST OF THE SOUTHEAST ORDINANCE, SECTION 106-835 CORNER OF THE R.S. SLOCOMB 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 S A N JACINTO C O L L E C E OTHERWISE APPROVED, CENTRAL CAMPUS 4. FENCING AND SIGNAGE WILL REQUIRE SEPARATE PERMIT FROM THE CITY. ALLIED HEALTH BUILDING, ADDITION FLOOD STATEMENT ZONED R3 This tract is in Zone 'X' and not within the 100 year Flood Plain according to the FEMA Map # 48201 CO94OL, Revised June 18, 2007. B O 6 ❑ SPENCER 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 COLLEGE DISTRICT BUILDIG ADDITION in conformance with the Ordinances of the City of La Porte. DEVELOPER: SAN JACINTO JR. COLLEGE DISTRICT BY �� BEING A SUBDIVISION OF 1 7.5554 Director, Plan ing Department (TR 1 7E & TR 1 7R, HCAD# 043-1 48-01 BO) ACRES OUT OF THE TRACT OF SAN JACINTO JUNIOR COLLEGE DISTRICT IN W.M. JONES SURVEY, SITE PLAN ACCURACY CERTIFICATE ABSTRACT No. 482, 1, W. Joel Seybert, am registered under the laws of the State of Texas to practice CITY OF LA PORTE, the profession of engineering and hereby certify that above site plan is true and HARRIS COUNTY, TEXAS correct; and that all bearings, distances, angles, curve radiuses, and central angles are accurately shown on the site plan. JULY 2010 BROOKS & SPARKS, INC. !v F-880 BROOKS & SPARKS INC. W. y9eligelybert e ETE OF CONSULTING ENGINEERING . �pOC gsp0 TEXAS REGISTERED ENGINEERING FIRM F-880 Texas Registration No. 92999 `• *gyp ...................... . oy, 21020 PARK ROW PHONE.• (281) 578-9595 W. JOEL SEYBERT y KATY, TX. 77449 FAX: (281) 578-9686 A........................ 92999: a; O Cp�44� oONvouIL... `� SPR. 01 /'0— Y.?// O I © Jr T(Fl i w_.. r \ O ® SCALE: 1"= 30' a 7 m \ I / LEGEND: / ® I -- / O PROPOSED MANHOLE Ti 17-1 1 / ® PROPOSED MANHOLE W/GRATE TOP MATS INLET 6 Tc-2a31 - . / r Q PROPOSED GRATE/CURB INLET m , R 12' PVC (M 23.08 !9 a 1T P9c (E) ".o5 / PROP. 2-8'%e• TSRV �® ( `d R 6- Pvx (sw) 25os '- DIRECTION OF FLOW T R 6' PVC (SW) not o FL FLOW LINE lo1-FlRE HYORAM CO .O. PROPOSED CLFANOUT R.12B30ET PROP. CRATE INLET ®' °,� I $�, R I2- PIS (x) .31 PROP. PN AND FDC / NDS-¢ FLOW FRENCH DRAIN i R 6' PK (E) 2s.31 PARK YOOEI. N0. / P. 6- PVC (E) 25.35 / FL 2320 DDBPPF-1 OR / APPROVED EQUAL NOTES TO SHEET: la Y `I 4 EXIST. MUSIC BUILDING CI (INSTALLED o •� RAINWATER HARVESTING TANKS. REFER TO ❑ I I 2-6' P"E FF=29.80 _ O IRRIGATIONPOSED PLAN FOR PUMPS, FLOATS AND ELECTRICAL PROP. 3SWRR.. O 0.µ PROP. 6" FIRE UNE 1-6'Xzz.S• BEND, AB O A. b PROP GRATE INLET 2 PROPOSED B10-SWALE UNDER DRAINAGE PROVIDED ON �T 4 28J LANDSCAPING PLANS. .C. N) 2 68 TG 28.50 n s'X3' a .c. S) 2 .67 ( FL 26.00 FL 20.18 O3 CONNECTION EXIST STORM SEWER TO PROPOSED GRATE TO 27.70 PROP. 29 LF IV STM. PROP. 3' DOMESTIC / INLET. PROP. GRATE INLET FL 12' 25.72 SWR. O 0.44X WATER LINE PROP, G 1E INLET I FL 15' 25.47 ® PROPOSED 15" RAINWATER HARVESTING COLLECTION ® FL 25.20 PROPIN 3'-BACKFLAW LINE O 1.00% MINIMUM GRADE. PROP. CRATE IN / FIL 25 87// / O5 ADJUST GRATE INLET TOP TO FINISHED GRADE. FL 18 24.72 ROP. 33 LF PROP. 3' DOMESTIC REFERENCE GRADING PLAN C2.03 FOR ELEVATION. CONTRACTOR SHALL TIE ( 6 FL 24' 22.18 � I FL 75. 25.OB 24 RCP STU. SWR. 70 1 t EXIST...Sx3' BOX AS PER PROP. 25 IF 24 RCP 9 FL 18' 24.84 PROP. 32 LF CONNECT EXIST. 24' SM. SWR. WATER METER INSET •A" THIS SHEET. SO. SWR. O 0.18% - 0 0.18% / O PROPOSEDvEZ FLAW FRENCH DRAIN SYSTEM AS FL 24. 22.13 �' ,{'g(MR , 15" SIM. SWR. 8• SM. SWR. , PROP. 33 LF 1Y Tft SET 3' ABOVE F.G. - 6 MT. R V• 21.63. tB ' Ti 0 0.32X TO PROP. 12• STU. SWR. O P FL 24• ) 20.08 FRENCH DRAIN MANUFACTURED BY NDS. MODEL /EZ-1001 F. ' e 2 sM. SWR. 0.44% FL 12• W) 23.07 I FL ta.0e / O PROPOSED SOLID WALL 4' PVC DRAIN PIPE FROM EZ O / / FLOW FRENCH DRAIN. CONTRACTOR TO PROVIDE ALL FL 20.00 I I FITTINGS REQUIRED FOR CONNECTION. I °173 1 SWR_ e 0. 2% s 5 I I O CONTRACTOR SHALL TIE 11 LF 12' RCP STM. SWR. TO caxwETE �R.ATE N 1 I 237 LF NDS-¢ PROP. 8'X3 TS&V EXIST. 10'x6' BOX AS PER INSET "A" THIS SHEET, FLOW FRENCH ' FL 12" 19.75 DRAIN 0 0.75% PROP. 43 R. 15 SM. PROP. S7 LF 18• SM. PROP. 54 LF 18' SM. I EXISTING UTILITY LINE AS NECESSARY. ANY AND ALL ptATE WEFT z7.35 9 , SWR. O 0.3 PROP. O 0.1e% SWR. O 0.26X I / O CONTRACTOR SHALL LOCATE AND PROTECT THE n R to' N (s) ssii FL �'S.�M, s. �. / DAMAGES SHALL BE REPAIRED TO THE SATISFACTION R b'(x) &53 W/ :RI TOP ' n M'(Ef 1g.97 ry 27.6 °-I e I „ 9 PROP. AREA INLET P P IN O I SEE SHETT SPROt / OF THE OWNER AT THE EXPENSE OF THE CONTRACTOR. R w'(w) 169] ° I PROP. AREA INLET PF°P. 6' TIFF WATER a 1o'sTxas> In - 27.70 TG 27. I FOR CROSS CONTACT ENGINEER IF CONFLICT EXISTS FL 12" 24.88 (SEE um P S) R 15' 22.18 FL 15. 22.04 FL 21.59 P IN FL 18• (W) 21.30 PROP. 3- DOM. WATER. I SECTION 'A -A" IS FOR ALL AGO TRENCH DRAINS, CONTRACTOR SHALL FL 18' 21.79 ,, \ Tc 21..40 FL 2t' (NE) z0.37 aEE MEP Puxs> q , / 10 PROVIDE THE ENGINEER WITH A SHOP DRAWING FOR 10" RCP 38' R[P 'PCP u I FL 21.44 I A REVIEW. 9 PROP. 20 32 1S• 51tL O I I / CONTRACTOR SHALLITE TO F ❑ SWR O 0.32X12' RCP SIM. SW /�� cv MT \EXIST. Wx3" BOX AS PER ( /////i� Gm.23 INSET •A• THIS SHEET. z4' RCP (M) 19.z0 STORM SEWER LEGEND: L FL 1Y 22.61 FL 15• (SW) 22.42 ��' I I 8 - / SM. $XA Mx F.F.- '�,� E ST. R VXX 21,611 _ x _ FFL 15" L ((SO 23.94 I 1O. PROPOSED 13 LF 12' STU. SWR. O 0.44% m-na 15• (NW) 22.40 �,Rg� �g�gp� R w". cv,Q ((x) 21.OR OMTM �.IEg.T,1. PROP. 11 LF 12• SM. p a W_ ce.c. (s) 21.n ROP. AREA ) SWR. 0 0.44(i I \ O R 24- NOR (o 21.55 4 I INLET BINLDWCt F.F. "T1".-°i4°.sam' S'""' 2. PROPOSED 33 LF 12• STM. SWR. O 0.44% ii 4 \ ❑ \ (SM 141,: RIMS) TO n 2.10 TO FL 24 O I v 3O. PROPOSED 24 LF 12' STM. SWR. O 0.44% FL 2424 0 ° `\ 4 PROP. 29 LF 12' MaN4DRDRAIN o wggX ' / 4O. PROPOSED 22 LF 12' STM. SWR. O 0.44% -, I \ PROP. 57 LF 1S' SM. 14 IF NDS-¢ FLOW / A IxIET I � \ 5V(R. O 0.32X SM. SWR. O 0.44% / TO z6.75 PROP. GRATE INLET FRENCH GRAIN O 1.00% s.. s•q ca (x 21.50 / 12 IF NDS-¢ / / O PROPOSED 7 LF 8" STM. SWR. O 1.00X BUILT ON EXIST. 1 PROP 12' M. swR. FlAI FRENCH PROP. AREA / •m 8' PI - azae INLET \ (sse uEP PT.) PROP. AREA INLET DRAIN O 1.00X / 40. W. TG 27. 6' PI (1wCg w.Pr.) FL 2520 ' 6 O / O PROPOSED 7 LF 6' STM. SWR. O 7.00% °'4' W. I yO\ Go FL 24.37 4.98 RAINWATER \ ,p. ❑�: � FL 25.00 ,� y� \ � � 27•� FL zS.Oz e v / / / 700. PROPOSED 12 LF 12` STM. SWR. O 0.44% �SOHEyATIC \ \ FL 1Y 24.10 FL 25.19 / / 8. PROPOSED 10 IF 12` RCP STM. SWR. O 0.44% FOR PIPING `` ' , FL 15' P. 49 5 LF NDS-¢ FLOW \ PROP. RATE / \ PROP. 4B LF 12" SM. FRENCH DRAIN O 1.00X 6 PROP. AREA INLET' / O PROPOSED 28 LF 12" STM. SWR. O 0.44% LTFSWR. O 0.44% / /- FLPROP. 8 R. 72' RCP MttT \ - \ PROP..5 m. swfl. PO I. 5 LF 4" 5 s. 12 ✓'TG 26.90 - u9 SiY. SWR. O 0.44% l \ 1 / a. 2a.5e PVC O 1.00X MIN. FL t2" (N) 24.05 R. 24M ° (sEE uEP Puns) 10 i6 7 FL 12" E 21.35 / I I I �I it 8yITE PROP. CRATE 4 (]mo w.Fr,) FL 25.07 () / OPROPOSED 22 LF 12" STM. SWR. O 0.44X TO 27.45 n i3,6.c.B. a> 21.32 \ IN W \ TG 27.50 WWI FL 25.00 zO as'a ce.�(s)I21.31 ❑ t3! . GRATE IN °a` / , Oi PROPOSED 30 LF 12' STM. SWR. O 0.44% FL 22.33 FL 24.44 FL 24.32 PROP. AREA INLET CONTRACTOR SHALL TIE tY PROP. PROP. AREA INLET Tct / 0 / FL .41 a I� ( �. 14 FL 21.45 F3' / RCP STY. SWR. R EXIST. PROP. PVC LF 8' per' 8 x \ ° 5'x3': BOX AS PER INSET 'A' TO M.P.G. 0 3 SOR28 PVC SAN. FL T ((E 24.95 FL 1 (N) 224.2 PROPOSED 16 LF 72" 51M. SWR. O 0.44% TC_7W-12 PROP.. B. LF 4' FL 8 25.00 PROP. GPATE IN \ FL 12' 2420 FL ,2' (E) 24.28 PVC O 1.00X MIN. THIS. SHEET. >> 7C 2725 . O 0' (� 1e' RCP / FL 4•(N) 26.16 FL i2' 24.61 t 9 PROP. BUILT N EXIST, INLET 2 / 13 PROPOSED 23 LF 72' STM. SWR. O 0.44% FL TY 2231 8' 2525 FL 6'(S� 26.18 • 7 1s ENsr. 5',Y z1.31: PROP. e• su+. swR.ii PROP. TRENCH FL 12"(E) 19.79 ° ° PROP. 8' SAN:: SWR: 0 _ R. M w TO 25.90 ° I ISM MEP Pu S> PROP. GRATE INLET BUILT ON / ®PROPOSED 18 LF 12" STM. SWR. O 0.44% DRAIN7C YE.W. ' I L R 1O S4 SwF(. 0 1.00% � 2 \ CRATE INLET 'Q TIFF. INSET '8" - 5 4 R. 22.58 10" Sim EXIST. 12' RCP - x ) BROOKS & SPARKS, INC. CONSULTING ENGINEERING TEXAS REGISTERED ENGINEERING' FIRM F-880 21020 PARK ROW PHONE.' (281) 578-9595 KATY, 7X. 77449 FAX: (281) 578-9686 SURVEYOR'S NOTES: 1. THE BEARINGS SHOWN HEREON ARE BASED ON THE PLAT "BROOKGLEN STREET DEDICATION" RECORDED UNDER VOL, 198, PG. 76, H.C.M.R. 2. ACCORDING TO F.I.R.M. MAP NO. 48201CO940L (COMMUNITY- PANEL .NO'S 4803070940L & 4854870940L), MAP REVISED DATE: JUNE 18, 2007. THE SUBJECT PROPERTY LIES WITHIN THE AREAS DESIGNATED AS 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. THIS STATEMENT IS BASED ON SCALING THE LOCATION OF THE SUBJECT TRACT ON THE ABOVE REFERENCED MAP. THIS INFORMATION IS TO DETERMINE FLOOD INSURANCE RATES ONLY AND IS NOT INTENDED TO IDENTIFY SPECIFIC FLOODING CONDITIONS. 3. ALL UTILITIES SHOWN HEREON ARE LOCATED USING "APPARENT & VISIBLE" EVIDENCE BY ON -SITE OBSERVATION UNLESS OTHERWISE NOTED. 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 15, 2007, 5. THE SUBJECT TRACT IS AFFECTED BY THE CITY ORDINANCES AND ZONING REGULATIONS FOR ZONES "R-3" OF THE CITY OF LA PORTE, TEXAS. 6. THE SUBJECT TRACT IS AFFECTED BY THE CITY ORDINANCES AND ZONING REGULATIONS FOR THE CITY OF PASADENA, TEXAS. REFERENCE BENCHMARK: RM 020255 - HCFCD ALUMINUM DISK STAMPED "B112 BM 03" ON BRIDGE AT SPENCER HIGHWAY AND WILLOW SPRING BAYOU LOCATED ON DOWNSTREAM SOUTH CONCRETE WALK AT THE CENTERLINE OF THE BRIDGE INKEY MAP 538Z IN THE ARMAND BAYOU WATERSHED NEAR STREAM B112-00-00. ELEV.=24.11' (NAVD 88, 2001 ADJ.) TEMPORARY BENCHMARKS: TBM "0" - BOX CUT ON "BB" INLET LOCATED IN THE WEST R.O.W. OF LUELLA BOULEVARD ±433' SOUTH OF BAKER DRIVE. ELEV.=23.98' TBM "Z7" - BOX CUT ON CONCRETE BASE OF LIGHT STANDARD LOCATED ±41' SOUTHEAST OF THE SOUTHEAST CORNER OF THE R.S. SLOCOMB FINE ARTS BLDG. ELEV.=30.29' FL 27.54 - FL 26.22 " PROP. 4 COWORSATE TC-25.J, n PROP. 6 LF ❑ ❑ ❑. FL 25.32 ❑ ` Sox. Ewe. R IV PCP (s) n.2g FL 12' (w) / OPROPOSED 22 LF 12 STM. SWR. O 0.44% R. 24.50 R 10' STL (w) 2251 RCP 8' STM. .--_ -N Lx1sr. R 1r z3.3sa i PROPOSED 22 LF 12• STM. SWR. O 0.44% 10 R 27.31 FL 28.9 PROP. TRENCH DNA,,,,,,, (sEE uEP PIA45) R 10' RCP (E) 31.37 1 / SWR O 1.00%, PROP. 50 LP ADD K1005 FL 2520 mAsx cAx PROP. 50 LF ADD rtltxla f0 TG 27.14-+}+a�ac�(xvaa:.w-- / /� Vi PROP. URAJA1N K1005 P. TR CH TRENCH DRAIN FL 26.85 TRENCH DRAIN O FL 27.14 PROP. 12" SM. SM. / / *✓ • CRY SHALL INSTALL PROPOSED FIRE HYDRANT. W/ IN-UNE CATCH BASIN 1W/ IN-UNE CATCH B FL 21.37 / O / (5 PROPOSED 12 LF 6" STM. SWR. O 1.00X o w/ IN-uNE arcH Bash 2&3o PROP: TRENCH D`eAIIN N --- - --- ---- - - PROP. i5 LF 12 / CONTRACTOR SHALL MAKE 3 INCH WATER CONNECTION Z © �- sTM: SWR. o o. % / , / BROOKS &SPARKS, INC. a z _ 2z49 PROP. AREA INLET AND INSTALL 3 INCH DOMESTIC WATER METER. i 6 PROPOSED 12 LF 12' STM. SWR. O 0.44% 2 t� PROP. 71 LF 12' P P. TREN RAN 71+ a / k O FL 27.14 51Y. swR. o 0.44 z .eo % L m F-880 115 T'c6 SAx S ux. I n FL 27.14 FL 24.4o e. 18.34 / no• PROPOSED 3 INCH WATER METER SHALL BE A 19 PROPOSED 23 LF 12" STM. BAR. O 0.44% m ? 7 7B \�. PROP. TRENCH DRAIN / R-° O \ NEPNNE R 9001 COMPOUND METER. r (�j / R 1B' CLA (x) 17.71 RAIN 4v ' P CH N PROP. AREA INLET FL 1828 / �i' \ OF j N o P. H n. le Cu (S) 1.72 FL zzol Tc 9 ^ 1G zzoo '� / 0 PROP. 7 LF 4" PVC O 1.00X MIN. p�.•••""'"'••• F-i• w (n a PROP. 45 LF ADD KIOOS 28.30 _ ._ _ __ _ _ ° _ _. x •• FL Z7.t4 FL yg•gg FL 24.40 3 WATER METER SHALL BE INSTALLED ABOVE GROUND. •.,qJ,O TRENCH DRAIN 27.49 1 I PROP. 50 LF AGO K70 S - / Ac / r/ i(d 1RA$N O.A PROP. TRENCH DRAM TRENCH DRAIN .S" TA.is o' u" • TAPPING SLEEVE SHALL BE STAINLESS STEED.. WITH SS / W/ IN-UNE CATCH BASIN TO 273'� FL 26.95 / W/ IN-UNE CATCH B N P PROP. 75 LF' 12' SM. / FRENCH DRAIN / / a 36- RCP ) Is.9g NUTS AND BOLTS • • • • • • • • • • • • • • • • • • • • •^ t0 FL 27.31 FL 27.14 TG M.P.C. SWR O 0.44X FL 1627 - _ '• `• PROP. 9 IF / R 28• FL 24.64 / PROP. SWR. W. JOEL SEYBERT PROP. TR cH .RCP 6• sM. ` FL z4 (NWj 18. \ TAPPING VALVE SHALL BE CLOCKWISE TO CLOSE. .......................... ❑ C ❑ PROP. 50 LF ACO N1005 ❑ FL 2527 8 ❑ - PROP. GRATE INLET BUILT / )LLIX- FL 2825-• a 1• TRENCH GRAN 25b2 10 FL 28.40 ON IX6T. /2' RC S FL 4 (W) 16.00 'p4 92999 TG M.EW. PROP. 'J• EXU( °'� W/ IN-UNE CATCH BASIN 17 9 \ O • \O FL 47.54 TG 6. Tc z - ( / ALL CONNECTIONS TO WATER AND PUBLIC W Y SEWER OOPa.,• TM' 7 79 \ FL 6. (N) 25-20 O FL t2' (w) 24.33 2 / LINES SHALL 6E INSPECTED BY PUBLIC WORKS. 0 ,° /CENS� FL 4' S 25.37 TG 27.40 MST. R. 12' M.45* I2 Pv / �''••• \ ` FL 8• N 28.18 �`'" 8 ° FL 8' 25.4o 18 FL 12' ( . 9 7 7 Op SS/•0.........•�NG �'A PROP. AREA FL 12 (E) 18.7E PROP. 9 LF 4• 12' 25I.0 ( \ PROP/GRATE ° 7 ° ON EXISTING INLET12"PVC FLOW FRENCH // y? REF. INSET 'B' ° PVC O 1.00X YIN. N0.e, 93% I ' I 5 TG 27.4 PROP. SM. SWR YH • lG-RAN 0 125% ci 2 34 LF NDS-FLOW t 4y 41'0 'e, 1 A8 CN FL Z5.47 °`TO z's s W GR17E TOP \ ¢ FRENCH DRAIN O 1.00X �p7L� R VXV COO (N) 2130 L( B � FRENCH DRAIN FINISHED GRADE R S'X]' CBF.V5) 21.10 \ FL 24.92 O FL ,8.70 O ALLIED HEALTH i4 PROP.. LF ,2" . FL 26.D5 , EAA�=R ADDITION 0 PROP. 24 LF 57M SWR. e D 1V FL IT Pl A 23.64 15" SWR. SYSTEM IRRIGATION PUMP ❑ 12" SM. SWR. a a u' RO+ (x) ms7 i 0 0.44X / t ---� B ac tV RCP V R \ R 28.Y° v 5 LF NOS-¢ Flow Z� / - J~(SEE IRRIGATION % '-YID Ll' }�' '.aL! l' FRENCH DRAIN O 1.00X O / STATION ❑ *F �AxPOLE�25.62 ° ( ; , revtT / /i ,P•Pro 15`PIPE PLANS, SAN JACINTO COLLEGE R V• QB.°. (N) 21.29 oRA,E wGRATE T9_27.0 BRAE w� HAIR R I S COUNTY TEXAS R S'%3 0.B.G (5) A.29 TO.2T.14 R i2• RCP (N) 2137 ID 27.s2 ,Q, R 12' RCP (E) u.6{ R. IY RCP (E) y,q PROP. 24 LF 4• R ¢' RW (W) M69 --• �' �- 6 R 1V RV (w) 25..7 v1 \� \ °) I' 1 -L PROP. GRATE IN(.ET PvC o t.oD% MIN. INFLOW PIPE FL 22.51 FL 22.51 R 42- RED (SN) 16.52 FL 22.51 O CAME 4VIET • FL 23.40 GRATE wLE} / j/ R {Y RCP ME) I6.65 `7-- r6-21.26 ( ,C.P.32 / R J6- RCP (NN) I6.95 36" PIPE `36" 1 \'�\ a 5'XS CB.0 IS) 2118 R IY RV (5) 511] $. R 5'X3' Ce.C. l5j 2138 I 7G 27.40 R 12' flW (5) 2M1 R t2' PVC (Sf) 19.26 / PIPE .13 FL 72' (SE) 2329 PROP. SM. SIAM / / ` 48'STM.DLA. MH 8 ( FL 12' ,. 22.35 FLFL 2 ((� 25.13 / // mi I ❑ ❑ SAx. sm ux. O ORATE xdU TR 2ASJ Balm sxuT O R sXY ae.u. (x) zi.zb m N a O� FL 16.25 FL 16.15 R 5'X3' CS.B. (S) 21.26 u I N EXIST. ALLIED HEALTH BUILDING / gg• piq• kFL 16.75 IS Rw (w) MxgOIE ro oErug CONTRACTOR SHALL TIE 12' 96` DIA. N RCP SIM. SWR. TO EXIST. FF=28.58 pe STM. SWR. MH 16.25 STM. SWR. MH 5'x3' BOX AS PER INSET "K THIS SHEET. �T 2 Rtv �•RQ,• REP ��21u* PAVERS (TOW) a / a��3 \ " RAINWATER HARVESTING TANK SCHEMATIC ° 8 U/C ElECIRIGL SERVICE / N.T.S. TO AWED HEAL.IH ADDITION q• y IN 4' CONDUIT 10' "L&P E".uT. J / WO°°86393 UTILITIES PLAN ->+E SOLID TOP PLATE / .� , PROP. 4-y5 O 6" w•r ": r-s. �F. x°. 00g6J°3 a C-C WITH #5 TONG. EXIST. CONCRETE BOX CULVERT NOTES: BARS O 6• C-C R IB'(5v4 =4 ' R 2P(r4 20.35 \ - 1. HOLE CUT IN WALL OF 4'x3' BOX TO BE •• - : / NEAT AND DONE IN A WORKMAN LIKE Pmis O ux. MANNER. s1M. ATE ' :' : FILTER FABRIC I R 4Y MCP ("E) i6.s2 w/ GRATE Tm R 42- RCP (sw) +s.so BREAK OUT CONCRETE rR MATW Pc - ,°#, ()" t�7 / / / / 2. RE COLLAR STEEL TO LONGITUDINAL AND NO. DATE REVISIONS BY " R J6'(v4 t464 I I I / - / ! > jt + ELLIPTICAL STEEL WHERE APPLICABLE. R. 1o'.sTx'M n.1a cJ - I FOR COLLAR CONNECTION °i TTE G26 W a •n 3. ALL REINFORCING TO CONFORM TO R s•XT C.B.C. (N) 2. 9 R 5'zt CB.0 (5) v.,9 I ✓ ` . , .... ' PROP. 12" OR PROP. 24" (y5 ASTM-A-615, GRADE 60. ALL ,EXISTING PAD MOUNTED TRANSFORMER • n JUNCTION BOX INSET "B" N.T.S. 24' RCP STM. O 6 C-C LONGITUDINAL STEEL SHOULD BE OF SWR. ADEQUATE LENGTH TO PROVIDE LAP RE 4. ALL CONCRETE SHALL BE CLASS 'A'. DRAWN BY: QLY CHECKED BY: SPG Zr CLR.. 400D p6( O 28 DAYS. z4• DESIGNED BY: SPG APPROVED BY: WJS In INSET "A" PROJECT NO. 229-254 DATE: MAY, 2010 N.T.S. SCALE: 1' = 50' SHEET SPR. 02 OF 4 3 d' N m � I X Q s 0 3 a O X C_ X n F (n I XI LO N 3 0 N / (D i- _ F- W I O Q X J LL � O 3 O X O LL L LJ In � J � ( � X / 3 U � Ln N X (T C"i C11j On Ta O O -a-� (n I a_ IX OGo r N cl� T1 / Q) 0 v X N Oa Go 0 Q ::3 Lo / U LL � Brooks 8 Sparks, Inc. STORM SEITER DESIGN Consulting Engineering Projcot Information HGL StadinG Eler di TA miA At ad Hea th Acdten M,n Coten01 UA Absolute lrtntytin,hr. Jot No 22C 25, Match Cor F `IA Dosor. 3 of t m 5tem'A' min. To wirt: a= 7727 Ces.gred: C_r Date' '.272010 woulin U13 d= 17,10 Checked'. SP3 Date. 5;272010 Default Junction K. `eA e = 0.It From Ann To Flo" also.. Dist INLET/ '.. IA.". (aeon) (min) (as). 'Pipe or Design Ol) Area. Ron C Area I Rmrn Shape Rise spent n slope Cap Scat To No. AW.. pipe hills') ART*. (RID) (in). till :(%) left) Ream INLET/ M.H. Cues. 17na (fly cum. I 0 ]5 20 so _cam. 0 i6 0 A 08 000 410 R 12 0013 041 2a7 1) 2 0 05 2090. 0 16 2- 2 a 10 23.82 0 71 =2 O6 0.16 ?3s R 12 0013 044 237 33 3 r, IE 23.98 047 4a 3 C 73 20 39 0 10 62 A3 06 018 412 R 15 0013 0as 372 8: EIs 205E o57 117 4 0 33 2141 a 2E 117 Al 08 017 1C1 R Le 0a13 03) 372 32 a 2t 00 Oa a01 a032t 179 > C 7C 21 a3 : 0 20 173 , -' as 013 4 Ci R 13 0013 Gas e17 46 o a .2 21.27 02 22i G 0 3, 19.44 _ ] a3 226 AG as 026 4 20 R 24 0013 013 562 25 SS`,1;R 0 33 1970 1 as 2E0 -'--- 0 to 2197 '- 0 32 4 47 Ca 000 467 R 12 0013 a44 237 10 ::.S•:tr 0 t0 21 67 J 32 to 3 0 )' 21.2E -- 0 23 t3 0.8 000 4Or V-S'A'R C 37 21 26 a 23 9 0]a 2141 02E a A9 08 see 405 R 12 0013 Oil 237 :•'-371r 0 33 2141 0 26 _ 10 a 10 2167 0 32 0 AAA as 000 103 R 12 0013 a41 a37 I, R 0 t0 21.E7 0 32 11 t1 O iC 2167 0 32 0 All OB 000 403 R 12 aa3 all 237 it i>EVAR 0 to 21 67 032 i t 12 0 33 20 39 0 10 0 Al2 0.8 000 ail R 12 0013 oil 237 21 13 0 23 20.39 0 10 24 13 0 31 23S2 0 03 34 Al2 08 000 3a6 R 12 call 044 237 22 X.S:kR 0 at 23 ad a 13 19 tl 0to 22.39 O31 All OB Goo 397 'x-gi a 10 22.39 ` 0 57 Brooks 8, Sparks, Inc. STOR31 SEMIR DESIGN Consulting Engineering Project Information HGL Stating Ele':. ifit: TA ml :, Allied Heat Motor Mr Co,erlft7. TA Absolute lntenetl Bohol 1c.Na-2N 11 Liston Cor `:TA Design Slom+: 'st m: S'lem'B' Mn. "Clm'.,n) t: = %T27 Cespred: PLY Date. a2712010 Default n'. 0013 d= 171a Checked: SRO Date. v27Y0f0 Default Juncl:on K. !llA e= act From Ann To Flow Dim Dist INLET/ M.H. (mores) (min) let$) Pipe or Design (it)Area Reach C Am, 1 Roan Shope Rise Span n Slope Cap manTo No. A&.. pipe pahni AM (We) (in) 04 (%) (eta) Reath INLET/ M.H. Curt. Taal cum. (it) Cm. I a 05 2090 0 16 a 81 08 000 A10 R E 0013 ice 0Es 12 2 0C: 20-0 OAG 12 2 001 2382 003 t12 82 Oa 007 365 R 12 - 0012 044 237 12 7 006 2389 a19 24 3 O C1 2067 a 13 24 83 08 007 411 R 120013 all 237 23 0 to 2074 0 33 47 4 0as 2141 026 0 84 OB 000 4as R 12 0013 044 237 51 NIA o as 2111 026 51 MH 000 ?I 23.$2 000 GE ernes I' as 029 301 ::: R 12 0013 044 237 71 18 a13 24 is ae9 fee 5 005 2090 0IS 0 Ei 08 coo 410 R E 6013 1Go 056 20 JB a 05 2090 0 16 20 JB 0 CO 23 82 0 00 189 P.JB 013 Oa 0It ME 0?9 R 12 0013 011 237 13 3 023 2391 a75 202 5 a G4 20 67 0 13 0 BE as 000 412 R 6 0013 1cc OEp 7 OG 2067 a13 7 002 23 ?2 0.a, 7 B7 03 004 386 R 12 0013 a44 237 32 a 006 23 Bra0 19 1 39 O 0 Cc 23 12 0 18 241 B8 7c 08 013 38. ?7E R 12 6013 044 237 24 9 0 36 24 CO 1 t3 265 9 0 a6 23 82 0 13 2G5 59 06 413 1as R 12 0013 a44 237 22 13 Olt 2395 1 31 287 t0 DG 2117 013 (1 BIG 0a 000 4.12 R 6 0013 1as 0H 7 11 oG 2067 011 7 11 003 2382 009 7 all 08 004 366 R 12 0013 044 237 12 JB 007 23 BE 022 19 JB a00 2382 coo 19 Big 08 007 305 R 12 0013 as 237 72 U 007 2369 022 9t 12 004 2362 012 91 Bt2 00 010 303 R 1 12 C013 044 237 19 13 Oil 1 24 22 1 a 35 11 1 1 Ila BI16RC 0a G2d 381 R tE. 0013 C 1 ,2 ) L•"- 107 Z: 10 J 35 0 815 08 C23 384 R. 1S 0013 U13 372 20 P I as 2: 10 J :2 6»G - 1s a cz z( T2 - a 7 a Bb5 as 003 J 17 n 12 a013 044 237 213 17 a a2 2( 02 0 07 _ 23 17 002 21 As 0C'3 Fe 817 Oa 016 ado 33: R 15 0013 023 _ _ 13 16 1 12 1 2: 92 3 51 619 i8 001 2: 82 003 619 Big o8 a24 391 R 10 001) 0a. 417 74 19 113 1 2: _0,3 361 697 19 a 04 2E 82 0 12 697 919 Oa 043 333 R 12 0.at3 026 _.• 0 i i] 1+ 2< 7 6r; 754 2a O 02 2: B2 a Or,'=y B20 C0 032 3?) o-. U3 Oat! C 21 21 0 02 2 C2 a 06 3 22 22 Bz, a R 24 I na J 0 15 C. ., � .1. .c ?7 _ CP 161 tG 2 t= I 24 41 B2. � aaz I � u l 0025. • B25 as _2 -- - 26 091 2_2 a03 BEG 03 (79 30i .. 12 0013 -4 27 0']1 2191 a U 27 a03 21 E2 009�-:i 1 827 a ( 13 2a5 R 12 00t Il _ 17,3 3" 007 213E 022 2s 0 IC 2' G7 0 22 B28 0a (GO 4(3 R le 001? 1 r, 5: 1r:1 35 a t0 2167 ( 0 32 29 a19 2F47i 0E0 - 829 03 (00 396 R 12 Oct-. 044 2J7 a 30 1 0.19 2!46 0GO 0 3a 001 2382 003 a 830 08 100 3as R 12 001) 044 231 0 32 02a 2)82 a63 0 31 001 441 aas 0 B31 421 R 12 0.013 044 237 15 7" 00i144 a02 15 22 0 01182 J11,.11 a03 15 832 928 06 305 'a;I R 12 0013 044 a. C 34 022190 970 +5 33 001 1341 003 a a"Oa 1 00 423 R 12 0.Oil 014 237 15 V 'a1 1344 003 15 34 001 2382 003 30 all 'a 22 08 , 08 3a5 9°: R 12 0017 1 0.14 237 36 a21 2390 076 13 35 003 2382 009 n 835 .317 03 ,00 326 934 R 18 0013 1 026 537 CP 044 23 U 1 40 20 3G ao6 2t 05 fff B29 08 �100 400 OP 0cc 2109 LEGEND: ' AREA No. BROOKS & SPARKS, hyC. CONSULTING ENGINEERING TEXAS REGISTERED ENGINEERING FIRM F-880 21020 PARK ROW PHONE. (281) 578-9595 KA7Y, 7X. 77449 FAX: (281) 578-9686 SURVEYOR'S NOTES: ` ® AREA (AC) 1. THE BEARINGS SHOWN HEREON ARE BASED ON THE PLAT "BROOKGLEN STREET DEDICATION" RECORDED UNDER moo CUMULATIVE (AC) VOL. 198, PG. 76, H C.M.R. 0.2Y CUMULATIVE (CFS) 2. ACCORDING TO F,I.R.M. MAP N0. 48201C0940L (COMMUNITY -PANEL NO'S 4803070940L & 4854870940L), MAP REVISED DATE: JUNE 18, 2007. THE SUBJECT PROPERTY LIES WITHIN THE AREAS DESIGNATED AS ZONE "X" UNSHADED. 'DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD; AND ZONE "X" SHADED. AREAS ■ O DRAINS TO STORM SEWER IN ABSHIRE DRIVE OF 0.2%.ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 ®� SUB -SYSTEM "A" AREA FOOT OR WITH DRAINAGE. AREAS LESS THAN 1 SQUARE MILE; AREAS PROTECTED BY LEVEES FROM 1% ANNUAL 40 0 20 40 CHANCE FLOOD. NONE E E ® DRAINS TO STORM SEWER IN LUELLA BOULEVARD SUB -SYSTEM "B" AREA SCALE: 1"= 40' THIS STATEMENT ISBASEDON SCALING THE LOCATION OF THE SUBJECT TRACT ON THE ABOVE REFERENCED MAP. THIS INFORMATION IS TO .DETERMINE FLOOD INSURANCE RATES ONLY AND IS NOT INTENDED TO IDENTIFY SPECIFIC FLOODING CONDITIONS. 3. ALL UTILITIES SHOWN HEREON ARE'LOCATED USING DETENTION BASIN SHALL BE PROPERLY OPERATED "APPARENT & VISIBLE" EVIDENCE BY ON -SITE AND MAINTAINED BY PROPERTY OWNER. OBSERVATION UNLESS OTHERWISE NOTED. 4. ALL RECORD UTILITIES PLOTTED FROM .DIGITAL FILES PROVIDED BY BROOKS & SPARKS, INC., PROJECT No. DETENTION SUMMARY 726-0079, FILE: SAN-JACINTO COLLEGE CENTRAL CAMPUS MASTER PLAN, DATED MAY 15, 2007. 1. ORIGINAL POND VOLUME = 0.97 AC -FT 5. THE SUBJECT TRACT IS AFFECTED BY THE CITY 2. ORIGINAL RESTRICTOR = 24" PIPE ORDINANCES AND ZONING REGULATIONS FOR ZONES 3. ADDITIONAL IMPERVIOUS AREA = 0.51 AC "R-3" OF THE CITY OF LA PORTE, TEXAS. 4. DETENTION STORAGE RATE = 0.55 AC-FT/AC 5. DETEN1ON STORAGE VOLUME REQUIRED = 0.28 AC -FT 6. THE SUBJECT TRACT IS AFFECTED .BY THE CITY 6. REVISED POND VOLUME = 2.23 AC -FT ORDINANCES AND ZONING REGULATIONS FOR THE CITY OF 7. REVISED POND - ORIGINAL POND = NET STORAGE PASADENA, TEXAS. 2.23 AC -FT - 0.97 AC -FT = 1.26 AC -FT REFERENCE BENCHMARK: RM 020255 - HCFCD ALUMINUM DISK.STAMPED "8112 BM 03" ON BRIDGE ATSPENCERHIGHWAY AND WILLOW SPRING BAYOU LOCATED ON DOWNSTREAM SOUTH CONCRETE WALK AT THE CENTERLINE OF THE BRIDGE INKEY MAP 538Z IN .THE ARMAND BAYOU WATERSHED 5' soD' - s' SOD NEAR STREAM B112-00-00. TOP WALL 28.00 ELEV.=24.11' (NAVD 88, 2001 ADJ.) HB 26.8C SOD SEE PLAN _.. TEMPORARY BENCHMARKS: FG 20.25 FIG 20.25 TEN "0" - BCX CUT ON "BB"INLET LOCATED IN THE TOE z1.oD TOE z1.00 Aim WEST R.O.W. OF LUELLA BOULEVARD ±433' SOUTH OF BAKER DRIVE. ELEV.=23.98' FL 19.25 TBM "Z1" - BOX CUT ON CONCRETE BASE OF LIGHT STANDARD LOCATED ±41' SOUTHEAST OF THE SOUTHEAST CORNER OF THE R.S. SLOCOMB FINE ARTS BLDG. ELEV.=30.29' 23.2' 10' 810-SWALE 23,y raft'11ir71F9 CROSS SECTION "A -A" H.T.S. \ EXIST* 18' SIM, FL 20.70 FL 21.21 TOE 21.00 PROP. 24" STM. SWR rt PROPOSED _ y BIO-SWALE O MIN. �Fl 1828 / SLOPE 075X EXIST. 2e STM. Still. FRENCH DRAIN FL 16.70 NDS- 32 LF NDS-EZ 237 LF NDS-EZ S'YSTE FLOW FRENCH. FLOW FRENCH DRAIN O 0.75% DRAIN O 0.75% FRENCH GRAIN FL 16.27 CROSS SECTION "B-B" NTS EZFLOW FRENCH DRAIN FRENCH I (EZ-1001F) FL SLOPE COMPACTED EARTH O 1.5% MIN. TOWARD DRAINAGE PIPE Brooks 8 S arks, lnC. STOR\f SEI1'ER D3:5[GS Consulting Engineering Project Information HGL Sla mg Ele•r t03'. - IVA Pml>m AOl ed Health Addlicn Me Co.er!H): VIA Absolute vlensR] (mho) Jab No. 224.253 Match C or F: '4A Design Slant, __3 System S.stem'B' him To loin):_ b= 77.27 Designod. CLY Data. 5127,2OIC Defatil 0.013 d= 17.10 Checked. B Date, 6727,201C Default Junction K: N_A e= 0.81 From Area TO Floor Diane Out• INLETI M.H. (acres) (min) (oft) Pipe or Design (R) Ann Rnch C Area i Reach Shape Rise Spsn n Slope Cap seer To No. Awe Pp. path,) AM (Rlel On) (it) 1%) Ida) Rom INLET/ M.N. - Cw two Cue 011 C. 1431 3108 27.60 81 055 00a 336 R CP /J 04 31 a0 2760 O.EB 23?2 OR 2t1 0G ODD 786 559 R 24 0013 0.Is 962 30 WIT tt SE - 23 a2 35 63 30 FL 64 24" SM. 10' BIO-SWALE PROPOSED BIG-SWALE MATERIAL (REF. LANDSCAPE PLANS) LCHp�� Y?JiiJWN; FJENCH DRAIN EART 10' BIO-SWALE DETAIL ��!! KTS N UTILITY ONE CALL CONTRACTOR TO CALL BEFORE DIGGING !!!! PHONE: HOUSTON (713) 223-4567 'f (STATEWIDE OUTSIDE IWI HOUSTON) 1-(800)-545-6005 TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT AT 713-207-7777. PRIVATE UTILITY LINES SHOWN AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR --'1 EASEMENTS CALL THE LONE STAR NOTIFICATION 713-223-4567. Date: PROP. 30 LF CenterPoint Energy/Electric Focilities 12" SIM SWR (Approved only for crossing underground ductlines, unless otherwise 1 O 0.44X Vclld at time of review only. Date: SBC Approved for underground conduit facilites only. Signature valid for one year. Date: m CenterPoint Energy/Gas Facilities ca (Gas service lines are nofshown) BROOKS & SPARKS, INC. F-880 NN r<'rL' QA cE..�F.. ........................ W. JOEL SEYBERT •..9•• •+ 2999� �"F �ICE01 ALLIED HEALTH ADDITION SAN JACINTO COLLEGE HARRIS COUNTY, TEXAS DRAINAGE AREA MAP AND DETENTION PLAN NO. I DATE REVISIONS BY DRAWN BY: QLY CHECKED BY: SPG DESIGNED BY: SPG APPROVED BY: WJS PROJECT NO. 229-254 DATE: MAY. 2010 SCALE: 1" = 50' SHEET SPR. 03 OF 4 -N- LF 141 LOUISIANA IRIS'FULVA' NOTE: CONTRACTOR TO VERIFY ALL QUANTITIES CONSULTANTS Structural Engineer Haynes Whaley Associates; Inc. 2000 W. Sam Houston PkWy S. Suite 1800, Houston, TX 77042 Phone:(713)868-1591 7 Fax: (713)868-0046 ? MEP Engineer JSE Consulting Engineers 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 Jarreau & Associates 3346 East T.C. Jester #B 24 Houston, Texas 77018 Phone:(713)682-5299 Fax:(713)682-8344 Technology Consultant Tech Knowledge 6575 W. Loop S. Suite 110 Bellaire, Texas 77801 Phone:(713)840-7800 Fax:(713)840-7801 t1 PE 5/21/2010 O to O,^ ■� LO I _ X O C- W CU V! 'CU^ O Am# LL I� � � TT� y J ' L ■� 0 00 e� BAY CTS 18201 GULF FREEWAY P.O. $ Ox 891209 HOUSTON, TEXAS 77289 281.286.6605 PROJECT NO. 0822 DATE: 5/21/2010 DRAWN BW CHECKED JAJ,HD ; DATE ISSUE 5/21/2010 FOR PERMIT% CONSTRUGTION 4, i i y? L 11 ■ Landscape Planting Plan