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HomeMy WebLinkAboutSAN JACINTO COLLEGE SITE PLAN (3)GUARD GUARD SAN JACIN70 COLLEGE 17C & 23), (TRS JONES SURVEY. E tABSTRACT 0 0. 482 z 4� -4O O m 04 ^ c to to Y ED m B OLK w PUNTER � Co Z 30.Q0' SIGN I 1 S GUARD RAIL 1. THE BOUNDARY LINES SHOWN HEREON ARE ORIENTED TO THE TEXAS COORDINATE SYSTEM, SOUTH CENTRAL ZONE, NAD 83. 2. ACCORDING TO F.I.R.M. MAP NO. 48201CO940L (COMMUNITY -PANEL NO'S 4803070940L & 4854870940L), MAP 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. A PORTION OF THE SUBJECT TRACT IS AFFECTED BY THE CITY ORDINANCES AND ZONING REGULATIONS FOR ZONES "GC", "NC" & "R-3" OF THE CITY OF LA PORTE, TEXAS. 6. A PORTION OF THE SUBJECT TRACT IS AFFECTED BY THE CITY ORDINANCES AND ZONING REGULATIONS FOR THE CITY OF PASADENA, TEXAS. 7. THIS SURVEY DOES NOT PROVIDE ANY DETERMINATION CONCERNING WETLANDS, FAULT LINES, TOXIC WASTE OR ANY OTHER, ENVIRONMENTAL ISSUE. SUCH MATTERS SHOULD BE DIRECTED BY THE CLIENT OR PROSPECTIVE PURCHASER TO AN EXPERT CONSULTANT. 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 IN KEY MAP 538Z IN THE ARMAND BAYOU WATERSHED NEAR STREAM 6112-00-00. ELEV.=24.11,' (NAVD 88, 2001 ADJ.) TEMPORARY BENCHMARKS: TBM "K" - BOX CUT ON THE NORTHEAST CORNER OF CONCRETE HEADWALL ALONG THE EAST TOP OF BANK OF DRAINAGE DITCH LOCATED t225.5' WEST OF LUELLA AND ±1164' NORTH OF FAIRMONT PARKWAY.. ELEV.=26.11' TBM "T" - BOX CUT ON THE SOUTHEAST CORNER OF CONCRETE HEADWALL ALONG THE EAST TOP OF BANK OF STORM CONVEYANCE CHANNEL ±22' NORTH OF FAIRMONT PARKWAY. ELEV.=23.83' HB 23.00 TOE 17.00 U.E • VOL 196, PC. ]B, H.C.C.M.R. HB 23.00 1I • TOE 17.00 SECTION "B-B" N.T.S. _..M.... ......__ ......._. ........ ...... .._.,... _.......- - ___ ....__ __.... _._.... _..__ _.__.. __..... ........ .. ...... ------- . ...... ... CONCRETE 1 EXIST. F:7IV.ATE DRAINAGE COANNEL Q SY 03 17.59"E Q 1280.00' 20.0' 5.0' 10.0' 5.0' HB 22.78 w 22.60 HB 22.78 22.60 i ti FL 22.10 27.53 FL 22.10 21.53 SECTION "C-C" N.T.S. 2 +, - YI Q 70E YI _ - d3 _ _ _ _ _ _ _ _ FE WE Q'1sO. tP� rn LIMITS OF PHASE 1--� / MIN. TOE g`--� _ \71P 4.1 MPX. TP A m 1'P 4:1 s PROP. DETENTION POND $ © O 4.99' g 0 O N N 3 :r a O N Co Co !n 310.01' e ® 100-YR EVEK SHEEETDE �I 2500 DETENTION BASIN SHALL BE PROPERLY OPERATED Fl 8 FlovnNc swa/E�o o.zoz AND MAINTAINED BY PROPERTY OWNER. n7E rg kcal oo NB �I Q4 YI -y H8 $ �"'- $ 8 I U o $ ?off a 4 $ j N3' 03F 17.59 W 1270.18 PROP. CHAIN I _ LINKNK FENCE CONCRETE S W/ DOUBLE GATE PROP. LEFT - - -1--7IaLLANE - - - - LUELLA BOULEVARD CONCRETE QS`ft.O.WJ LEGEND: 7" REINFORCED CONCRETE PAVEMENT 5" REINFORCED CONCRETE PAVEMENT DIRECTION OF 100-YR EVENT SHEET FLOW DETENTION POND NOTES: iQ TIE PROPOSED CONCRETE SLOPE PAVING TO EXISTING CONCRETE CHANNEL. O2 PROPOSED 5" CONCRETE SLOPE PAVING WITH REINFORCING. O3 PROPOSED 6" RESTRICTOR SEE DETAIL THIS SHEET. ® CONTRACTOR SHALL SPRAY FLEXTERRA HYDROMULCH MIXED AS SPECIFIC BY MANUFACTURER AT NO LESS THAN 4,500 LBS PER ACRE TO ENTIRE AREA OF DETENTION POND AND TWENTY FEET (20') BEYOND HIGH BANK OF DETENTION POND. Q5 CONTRACTOR SHALL INSTALL A 4' (FOUR FOOT) 'WIDE SOD STRIP AS SHOWN ON PLAN. © CONTRACTOR SHALL HYDROMULCH ALL AREAS OF POND NOT SPECIFIED TO BE SODDED. DETENTION SUMMARY 1. SERVICE AREA 3.334 ACRES 2. STORAGE COEF11CIENT (Cs). 0.55 AC.FT./AC 3. DETENTION REQUIRED 1,8337 AC.FT 3.334 AC X 0.55 AC.FT = 1.8337 ACYT 1.8337 AC.FT. X 43,560 SQ.FT./AC. - 79,876 C.F. 4. DETENTION PROVIDED 4.81 AC.FT 209,788 CU.FT./4.81 AC.FT. 5. WATER SURFACE ELEVATION 21.33 6. RESTRICTOR SIZE 6" HB 23.00 21.33 4 PRGI°. tat tf P0.Af CHARNEL o 0.15X FL 16.50 TOE 17.00 '- SECTION "A -A" N.T.S. NOTES: 1. PARKING: CITY OF LA PORTE PARKING REQUIREMENTS ARTICLE VI CITY OF LA PORTE PARKING ORDINANCE, SECTION 106-835 FOR COLLEGES AND TECHNICAL INSTITUTES PARKING SCHEDULE - VISITOR Comments Tye Count VISITOR VISITOR- MAINT.PARKING 9-x18'-90deg 20 VISITOR -H.C. YX18' 2 VISITOR- POLICE PARKING 9'x18'-90deg 28 50 PARKING SCHEDULE - STORAGE Comments Type Count STORAGE STORAGE-MAINT.PARKING 9'X18'-90ceg 51 rSTORAGE -H.C. 9'xl8'-9Odeg 29 80 2. DUMPSTER: TRASH COLLECTION WILL BE ON SITE IMTH EXISTING DUMPSTERS ON CAMPUS. 3. PER CITY OF LA PORTE BUILDING DESIGN STANDARDS THIS STRUCTURE SHALL 100% MASONRY/ GLASS PRODUCT UNLESS OTHERWISE APPROVED. 4. FENCING AND SIGNAGE WILL REQUIRE SEPARATE PERMIT FROM THE CITY. TOE 17.00 TOP OF BANK EL 23.00 HB 23.00 4, 4 1� 4" TOP s CONCRETE LIMITS OF PHASE I t- b- O D, Z o U l m a - 1 Zo _ DO 4 a - N a- . �' to n '5.00' 7800 I'd 00' 2501 ' 1800� ^�'-724-98'.7800 rR • SAN JACINTO COLLEGE \ (TRS 17C & 23)' IN W M. JONES SURVEY, • ABSTRACT N0. 482 • TOE OF SLOPE c�C'P E IL x H _ _ __------j�.--.---pycREreDITCH -�Y� �A�Q�_N7� CIIY Or LAPORE CONCRETE •_...,, .W...W ____ CONCRETE 6' CHAM UhK FGlCE d +•^•""" VOL 7959, PC. 615, H.5 pAS. I b 5' A.E. GUARD RAIL _� � Y�� / VOL.U198. PG. 76. H.C.MA. VOL 7959, PC. 615, H.C.D.R. I 1 VOL. 7959, PG. 615, H.C.D.R. �► % 10' UTILITY EASEMENT. $ ( i t ( 18M •K• ,�• ,� �"' (BY SEPARATE INSTRUMENT) L 1 1 1 i B PVMT PROP. 2-STORY BUILDING (25,085 SF) aFF=28.75 256.83' 181.22' Y I C; CONC PVMT sg 00 =n 326.74' 900 , NT 03' 17,59"W 688.29, 9•00' PROP. 5' CONC. SIDEWALK FLOOD STATEMENT This tract is in zone "x" unshaded. determined to be outside the 0.2% annual chance flood; and zone "x" shaded. areas of 0.2% annual chance flood; areas of 1% annual chance flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; areas protected by levees from 1% annual chance flood. according to the FEMA Map # 48201C0940L, Revised June 18, 2007. CITY APPROVING AUTHORITY CERTIFICATE This is to certify that the City of Lo Porte, Texas has approved this site plan and development of SAN JACINTO COLLEGE - CENTRAL CAMPI MAINTENANCE & POLICE BUILDING in conformance with the 0 dinances I the City of La Porte. • • By. •�t� Director, Planning De artm ('Vv, SITE PLAN ACCURACY CERTIFICATE I, W. Joel Seybert, am registered under the laws of the State of Texas to practice the profession of engineering and hereby certify that above site plan is true and correct; and that all bearings, distances, angles, curve radiuses, and central angles are accurately shown on the site plan. �d 14, f.0 W. Jo ybert Texas Registration No. 92999 TOP OF BANK EL 23.00 VARIES VARIES 4' SOD SOD FLEXTERR FLEXTERRA , I 1.0_0X 4' SOLID 6' 4' SOLID 1,00% ' • •• . , , . SOD SOD .: • ' 4" TOP SOIL SEE PLAN ... 4" TOP SOIL "' "' • • • 4" TOP SOIL SOLID SOD SOLD SOD 5" CONC., 5 SACK 1-12" x 8" TOE WALL 3000 P.S.I. O 28 DAYS W/ #3 O 15" E.W. , OR 6x6xW4.5xW4.5WWF PROVIDE REDWOOD EXPANSION JOINTS EVERY 40' PILOT CHANNEL N.T.S. (/ o y .m m 6' H h c to • •$ 1P 08 . 8 i'r U COLLEGE 1 o s '{o U �W a JACiNTO STR U 17K-1), SURVEY SooM 77 :'.::. $ I w IN W.M. JONES 482 N0. iv 9t !I8.0K 25 00 8 00 18. 25 601 DO tF` IN ABSTRACT Y n� 8.94 �x 4 0 O d d 5 00 ( p 4 5.4b a® a i s n a i '* `'`"'A` to Q O �x -�„i�'�` r � c 1• 110 P.S. O pz i# 50 0 25 50 I t SCALE: 1"= 50' 19 00 :25k4 L 0 LIMITS OF PHASE I R; '-: 4P a -O. 4 CONCRETE MOUGHT IRON FENCE SAN JACINTO COLLEGE CENTRAL CAMPUS MAINTENTANCE & POLICE BUILDING ZONED R3 3802 LUELLA BOULEVARD LA PORTE, TX 77571 OWNER: SAN JACINTO JR. COLLEGE DISTRICT DEVELOPER: SAN JACINTO JR. COLLEGE DISTRICT BEING A SUBDIVISION OF 3.334 (TR 1 7K, HCAD# 043-148-000-0129 & TR1 7K-1 , HCAD# 043-1 48-000-0306) ACRES OUT OF THE TRACT OF SAN JACINTO JUNIOR COLLEGE DISTRICT IN W.M. JONES SURVEY, ABSTRACT N❑. 482, CITY OF LA PORTE, HARRIS COUNTY, TEXAS KEY MAP 578C SCALE: N.T,S. )OKS & SPARKS, INC. F-880 W. JOEL SEYBERT ....................... . �:• 92999; SS�ONA- `NC"�D\` % . D"m00y Cem"t0ry A �WIlO" go7,000o 26 3 N O ry a- ct) I uJ N O O LO CO / W O -J J II O t- O O_ OT O 3 tL -C� W fj� X _J 5 > Q) U (n O X O 1 6 Ln 3 N O O 1- I` D Co I rD X Cn 0- T0 O a- O `VF- Q ) I FO � X O O U) I) OD O / N N U X 0) In C p 0) O L � CL CO / U 0 LL I 'V E" WAR SIGN QO S � . CONCRETE 1 I I IIIIIIII � 17.00 GRATE INLET TG=22. W UNABLE TO DETAIL ID FL 16.23 0 PROP. 30 LF 24" RCP STM. SWR. O 0.18% 130 LF PILOT CHANNEL O 0.35% VOL 198, PG. 76, GRATE INLET TG;2.W UNABLE TO OEGIL GRATE INLET TU-19.95 UNABLE TO DETAIL a SAN JACINTO COLLEGE IRS 17JONES3SURVEY, IN ABSTRACT NO. 482 ® 21 EXIST. PRIVATE DRAINAGE CHANNEL A PROP. 33 LF 24" RCP S3' 03' 17.59"E STM. SWR. O 0.18% `1280.00' 1 t 1 1 1 1 1 1 1 1 i 1 1 1 1 f PROP. STM. MANHOLE W/--�_ �9" RESTRICTOR '--0 T-� PROP. GRATE INLET SET TR TO 0.30' ABOVE F 20' REAR SETBACK TG 22.50 . Fl 1.6.22.-.-.-.-.- ' -FL17.5724"(N) -'- FL 17.57 30" (E) PRO GRATE INLET 21A ' ,sr FL 18.08 ' �B6 LF PILOT PROP. 42 LF 24 0.32% O ' STM. SWR. O 0.}8% ,'• ' PROP. 351 LF 30" S86' 56' 42.41"W ,I ' SIM. SWR. O 0.13% 220.00' 1 FL 17.00 ' PROP. 31 LF 24" 130 LF PILOT STM. SWR. O 0.18% CHANNEL O ' PROP. 40 LF 24" 0.35X SIM. SWR. O 0.18%II o PROP. GRATE INLET ILA PROP. DETENTION POND ' PROP. 187 LF 20' WIDE 22.23 100-YR EVENT SHEET FL 18,08 t� FLOWANG SWALE O 0.20X PROP. GRATE INLET 16A DETENTION BASIN SHALL BE PROPERLY OPERATED TG 22.50 AND MAINTAINED BY PROPERTY OWNER. FFL L 18.11 (E) W) ' .-.-.-.-.-.-.- -. -. _ - - - - - -�- 4""_. - - -4-1 ' FL 11 .70 aw 4 TG 21.33 N3' 03' 17.59"W 1270.18' ONEOBE- _....OBE .......... .... ........._-Ot1E ......__ ....... .... ... ..... _OBE........ ..... _. .ONE...... ............. _...... ..._.............. .... 'BB' INLET : FL-19.00 5 J PROP. J.BOX 16A Q �CFJ4TERPOINT ENERGY GT-16.fi9 • CONCRETE TR 3" ABOVE F.G. R 24' RCP (E) 15.14 v �} 4' PIA, GAS LINE FL 18.65 12" (SE) FL less 2a" (Nw) PROP. LEFT o ED - - -_TURN LANE ¢ LUELLA BOULEVARD n CONCRETE v (75' R.O.W.) W ® Ps � rc ® N ® SWR S. MH. IA.TR�S 9 R. 24-RCP (N) 14.14 FL 24" RCP (E) 13.93T14. GUARD RAIL \\ GENERAL NOTES PROPOSED STORM SEWER 1. ALL UNDERGROUND UTILITIES SHOWN ARE NOT GUARANTEED LEGEND: TO BE COMPLETE OR DEFINITE, BUT WERE OBTAINED FROM BEST INFORMATION AVAILABLE. O PROPOSED MANHOLE 2. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE HELD PRIOR TO CONSTRUCTION. 0 PROPOSED GRATE/CURB INLET 3. THE LOCATION OF ALL UTILITIES PRESENTED ON THESE PROPOSED JUNCTION BOX DRAWINGS IS SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK. HE AGREES TO BE FULLY -" DIRECTION OF FLOW RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND FL FLOW LINE PRESERVE THESE UNDERGROUND UTILITIES. *C.O. PROPOSED CLEANOUT 4. CONTRACTOR TO OBTAIN ALL PERMITS AND APPROVALS REQUIRED PRIOR TO STARTING CONSTRUCTION OF UTILITIES OR WORK IN THE STREET RIGHT-OF-WAY. DIRECTION OF 100-YR -0. EVENT SHEET FLOW LEGEND: C.O. PROPOSED CLEANOUT -6 PROPOSED FIRE HYDRANT 0 PROPOSED GATE VALVE > PROPOSED T.S.&V. FL FLOW LINE - DIRECTION OF FLOW a FL 24''RCP (E) 15.09 ¢ � STM. SM. MH. 1 FL 24- R RCP (W) 15.04 FL 242 F. F24' RCP (N) 15.43 STM. SWR. MN. FL 24' RCP (E) 13.16 ifi n -20.44 FL 24' RCP (S) 14.7 R 24' RCP (W) 14.71 PIPE SCHEDULE O 6" SCH 40 PVC O 1.00% O2 8" SCH 40 PVC 1T 1.00% O3 12" SCH 40 PVC O 1.00% ® PROP. 5 LF 12" STM. SWR. 0 1.00% O PROP. 28 LF TRENCH DRAIN 0 1.07% NOTES TO GENERAL CONTRACTOR (GC 0 PROPOSED 3" DOMESTIC WATER CONNECTION AND METER TO BE INSTALLED BY THE CONTRACTOR. PROPOSED 3" DOMESTIC METER SHALL BE INSTALLED ABOVE GROUND. 3" DOMESTIC METER SHALL BE A COMPOUND TYPE NEPTUNE R-9001 OPROPOSED 3" RPZ (ABOVE GROUND) W/ENCLOSURE SEE DETAIL: R1SBPS-1 ON SHEET C1.16 O3 CENTER 1-20' JOINT OF 3" SCH 40 PVC WATER LINE OVER EXISTING SANITARY SEWER. OCONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING NEAR EXISTING GAS LINES. OCONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING NEAR EXISTING OVERHEAD UTILITY LINES. OPROPOSED 2" IRRIGATION METER -PER CITY OF LAPORTE'S STANDARDS. CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR ALL REQUIRED DEPOSITS AND BONDS. 7O PROPOSED 2" RPZ (ABOVE GROUND) W/ENCLOSURE. SEE DETAIL: FMC-1 ON SHEET C1.16 PROPOSED 6" DETECTOR CHECK 8 BACKFLOW P FL W REVENTER ASSEMBLY w/ PIV & FDC (MODEL DDBPPF-4" THRU 10") SEE DETAIL: DDBPPF-AL-SL ON SHEET C1.16 OPROPOSED FIRE HYDRANT WILL BE INSTALLED BY THE CITY OF LA PORTE. CONTRACTOR SHALL DETERMINE THE LOCATION OF THE FIRE HYDRANT. 0 ALL CONNECTIONS MADE BY THE CONTRACTOR TO THE CITY OF LA PORTE WATER OR SANITARY SEWER LINE MUST BE INSPECTED BEFORE COVER UP. CONTRACTOR SHALL NOTIFY THE PUBLIC UTILITIES DIVISION AT LEAST ONE (1) BUSINESS DAY PRIOR AND REQUEST AN INSPECTION. CONSULTING ENGINEERING Project Information HGL Stating Elev. (tt):: N,A Project. Maintenance 8 Police Building o(SJC Central Campus Min Cover It): 2 Absolute Intensity (inlhr) Job No.: 6670025-00 _ hlalchCorF:_F DesignStonn: 3 System: A Min. TIC (min): b = 77.27 Designed: OLY Date: 11 0!12 Detaultn: 0.013 d= 17.10 Checked: SPG Date: 11)20ii2 Debul(JunctionK: N!A e= 0.8- 1A 0.8 I 0.00 4.17 R 24 U13 0.18 9.62 35 0.02 20.02 0.07 1 2 0.53 23.82 1.63 2A 0.8 0,19 3.84 P. 24 0.013 0.18 9.62 85 3 0.55 24.01 1.70 3 0.04 23.82 0.12 3A 0.6 0.47 3,82 R 24 0.013 0.18 9.62 41 6 0.59 24.29. 1.82 _... 4 0.06 23.82 0.19 4A 0.6 0.00 3.86 R 24 0.013 0.18 9.62 41 5 0.06 1 23.82 0.19 5 0.07 23.82 0.22 SA 0.8 023 3.84 R 24 0,013 0.18 9.62 49 6 0.13 1 24 OS 040 6 ' 0.05 23.82 0.15 6A 0.59 0.8 0.27 3.84 1.82 R 24 0.013 0.18 9.62 50 7 0.77 24.09 2.37 7 0.15 23B2 0.46 7A 0.8 028 3.84 R 24. 0.013 0.18 9.62 114 10 0.92 24.10 2.83 L CONCRETE WATER FOUNTAIN • C / snot", i J ONE STORY MASONRY OLOC iF"25.39 / _LItT STATION Sin. SNR. MH / EYti•yy iR 24.54 J/ ' R 6''XS CDC (SE) 15.44 TOE OF SLOPE D4y GRATE INLET g• A,E• FL 6'%5' CDC (SE) 15.44 70-22.41 / VOL 7959, PG 615, H.GO.R. / ff _ SAN. UNR. .13 O - FL 12' PVC (E) 11.91 FL 11' PVC (NW) I2.062.06 01' k 10 CONNECT PROP. SAN. SWR. OTO EXIST. SAN. SWR. MH o� GUARD RAIL FIL (x 21'40 /4* MOUCHT / IRON FENCE SAN. SWR. MH, iR-25.62 Ii T-T-_-T�- 1-- -'- -- - FL 12• PVC (SE) 1290 GI PROP. 35 LF 8" SAN. SWR. O 10 U.E. a12' PVC (NW) 12.83 iO w VOL 7959. PG, 015. H.C.D.R. 6 1/8":1" (1.04%) 5' A.E. _ V 959, PG. 615 H.C.O.R. INA _. ........_. __.... ........... ...__.... ........... ......... _ S3' 03' 17.59"E - - - - ' - - - - - E E DITCH _ _ �Jjy 688.29' _.._,_,_ - ____ -TG 27.00 7--)0 x t]' cs.c _ - �� CIF iY OL ORTE CONCRETE PROP. 129 LF 24" PROP. 128 LF 24" ��-�_� _- �- -' ...1. ._....._ CONCRETE FL 18.40 (E) STM. SWR. O 0.18% STM. SWR. O 0.18% FL 18.40 N&$ 15 1 1 { P caaN Uw FENCE o a / ,x.ldln 10• u.E N. r2• Pas x) L1.10 PROP. GRATE INLET 13A PROP. GRATE INLET 12A 1 ' ! (. PROP. 114 LF GUARD RAIL ,r / R. r m ICJ U37 VOL 198, PG. 76, H.C.M.R. PROP. 138 LF 24" TO 27.18 i j x STM �' STM. SWR. O 0.18% FL 19.17 N TG 27.18 $ = O 0.18X SWR. �./ 10' IfTILffY EASEMENT O FL 18.28 FL 19.63 g ( IP-' `► ,•Pv (BY SEPARATE INSTRUMENT) y L FL 18.05 (S 1 i �� �• ^_ ROP.: G P�.TE INLET 7A 0 1111111MI 20' REAR SETBACK FL 6" 24.55 PROP. 50 LF 24" _ _ _ PROP. 160 LF 6" PROP. 65 tF 24" ' ' PROP. 49 LF _ STM. SWR. O 0.18% !� PROP. 69 LF -.30"SAN. SWR. O o.73 '� cP 10 24" STM. SWR. O os4 STM. SWR. O 0.18% FL 6" -' o Ti a, STM. SWR. O 0.13X ooe 1/8": 1' (1.04X) 3 FL 6" 22.89 21.92 I l- 0i0.t87. PROP. GRATE INLET 6A �O. �, r..._.. caT ... o.t FL 8" 1 rt rt 2 '. '1 ! r»�:. ; ; ; FL 22.29 (S) PROP. GRA "INLL? •t• i !� . ' 2 •" ! i ! !. a 21.76 ( FL 18.70 E&W PROP. 16 LF 6" € € am ( ) FL 18.00 24" (S) 1 1 SAN. SWR. O 1 (( PROP. 41 LF 24" 0.19 6' SAIJRARY SEWFR E FL 17.50 30" E&W) FLU Z4J5 1/8":1" (1.04%) PROP. 93 LF 6" M, g PROP-G o.os I STM. SWR. O 0.18% PROP. 31 LF 30" (48' B.F.F.) SAN. SWR. O Ln INLET 5A - (SEE MEP PVJ4) PROP. 76 LF 6" 6' SANITARY 24 SEWER O,Oe 1 5R.i. SWfj. O 0.13X SAN. SWR. O rt.- 24.7s t/8":1" (7.04X) y^. M TG 25.95 't OP-FRAI R0� :1" 1.04 (46' B.F.F.) so FL 22.38 0 !L_GB6TE INLP'r 3A COLLEGE ( (SEE MEP PLAN) PROP. 50 LF 24" 0- ( " TG 26.00 SAN JACINTO TR 23.00 STM. SWR. O 0A € rr' ' �y.� FL 18.77 17K-1), v e PROP. 2-STORY €+ l Ix a 0 ( S SURVEY _ FL 17.96 24" (E) BUILDING .PROP. GRATE INL . 9A 42 41 W NRS M. JONE' I� 586' 56' I W p, 482 FL 17.46 30' W&S '" TG 26.95 ¢ STRACT N ( ) MA,j. 25,085 SF ' 220.00' AB ( ) FL 23.37 D.ae ! € 0.06 0.04 INLET """"' 6' FIRE UNE PROP. 41 LF 24" TG 22.60 (SEE MEP PLAN) FF=28.75 STM. SWR. O 0.18% i j i Iwo O Fl- 18.01 0.17 . 21• ooMEsnC PROP. GRATE INLET BA PRO ET GRATE PROP. GRA INLET 2A ( FOG WATER LINE TG 26.95 ! s o TG 23.75 PROP. 57 LF 24" PROP. 6" FlRE DNE (SEE MEP PLAN) I _f I TG 25.95 SIM. (SEE MEP PLAN) FL 23.45 FL 22.45 FL (24'� 18,9 i.......i L) # } 7,_." .. i PROP. 6" FIRE UNE PROP. 178 LF 24" 1 ® •„ PROP. 35 LF 24" HDPE �STM. SWR. O 0.18% 30' FRONT SETBACK OM FEEDER 3 SETS 3" C. BY 3„ t_g'" ""- PROP. 3" DOMESTIC PROP. 85 LF 24" STM. SWR. O 02,`0% INCOMING ELECTRICAL _ .. _.rnM]Renmc X2" REDUCER WATER LINE i STM. SWR. O 0.18% IN, 1f Mw V TS&V W BOX PROP. J. BOX to ?R 3" ABOVE RIG FL 20.65 12" (NE FL 18.99 24" (NV ow CRATE IN ET/ ( )� TG=22.07 FL 48' HOP (N) 14.02 - O© F r . , ilii►�� 1 -12'X6" TSd t- FIRE HYDF �6' WRWCN g g B 0.08 23.82 0.25 SA 0.8 0.90 ..23.82 3.86 R 24 0.013 0.18 9.62 41 025 _.. .._ _.... 9 0.08 23.82 0 25 9A 0.8 I 0.23 3.84 R 24- 0.0113 0.18 9.62 50 10 0.16 24.05 0.45 10 0 OZ - 23.82 0.06 t0A 0.92 0.8 0.28 3.84 2.93 R 24 0.013 0.18 9.62 65 11 1.70 24.10 3.39 17 0I2 23.82 0.37 __. 11A _. 0.8 0.36 3.83 R 24 0.013 0.18 9.62 728 12 122 24.18 _ 3.75 _. 12 0.73 23.82 222 12A 0.8 0.71 3.80 R 24 0.013 0.18 9.62 129 13 L95 24.53 5.98 13 0.08 23.82 0.24 13A 0.8 0.72 3.80 R 24 0.073 0.16 9.62 138 74 203 24.54 6.22 14 024 23.82 0.73 16 14A 2.27 0.8 0.77 24.59 3.80 - 6.95 R.. 30 0.013 0.13 14.83 59 15 0.09 21.54 0.29 15A 0.8 0.00 4.04 R 24 0.013 0.18 9.62 42 21.54 029 16... 0.19 23.82 0 58 16A 2.27 0.8 0.23 3.84 6 95 R-t 30 0.013 0.13 14.83 37 22 2.55 24.05 7.82 -- tt 0.25 2283 0.79 17A 0.8 0.00 3.93 R 24 0.013 0.18 9.62 178 19 0.25 22.83 0.79 78 0.03 0.04 0.19 16A 0.8 0.00 7.79 24 0.013 0.18 9.62 35 19 0.03 0.040.19 79 0.30 23.82 0.92 PR 19A 0.25 0.8 0.19 3.84 0.79 24 0.013 0.18 9.62 57 21 0.58 24.01 1.90 20 0.07 21.26 0.23 20A 0.8 0.00 4.06 R 24 0.013 018 9.62 40 21 07 0L255 21.26 0.23 27 23.62 0.52 -- 0.8 0.22 3.84 1.90 R 24 0.0331 j21 24.04 2.65 23.82 0.00 0.8 0.17 385 7.82R3 01357 / CONCRETE 12"X3" TS&V W/ BO} 8oX 9 CONCRETE i-lYxe' 75kV YIIN BOX 50 0 25 50 SCALE: 1"= 50'92999 BROOKS & SPARKS, INC. F-880 P�E.•OF .IF�gs,`a .il , a i , W. JOEL SEYB ERT , 1 f ZT f7 O D_ in I L(� C`J O O 1 r O W F— W O W Q L� O Ci Of O W J_ CJ 3 / (r O I O x I Ln a N O,U O F- r- (.0 I Q0 x / V) rr > o 0- o Q ( I ,..) �� x u7 0.. �O M m — O N U x N O N O p -) n 00 / U 0 Li SOUDS 21 .F. 1 CANO1 8 CANO 8 CANO Sym. Botanical Name PLANT SCHEDULE Common Name Scheduled Size 1LE COR Ilex cornuta burfordii Dwarf Burford Holly 30" HT., #5, 36" O.C., FULL ILE VOM Ilex vomitoria'nana' Dwarf Yaupon Holly 24" HT., #3, 24" O.C. LAG IND Lagerstroemia indica Crape Myrtle -Tuscarora 8'-10' HT. MULTI TRUNK. #30 iMAG VIR Magnolia virgliniana Sweetbay Magnolia 10' HT. MIN. V SPRD. MIN., #30 MUH CAP Muhlenbergia capillaris var. filipes Gulf Coast Muhly Grass FULL, #1, 30" O.C. QUE FAL2 QUErcus Falcata Southern Red Oak 10' HT. MIN., 6' SPRD.MIN., #30 QUE VIR3 Quercus virginiana Live Oak 10' HT. MIN., 3" cal. min., #30 'RAP IND Raphiolepis indica'Snow White' White Indian Hawthorn 12"-18" HT. min., #3, 24" O.C. TAX DIS Taxodium distichum Bald Cypress 12'-16' HT., #30 TRA ASI Trachelospermum asiaticum Asiatic Jasmine (3) 4" stems min., #1, 18" O.C. SOD Cynodon dactylon Bermuda Sod so 0 25 50 SCALE: 1"= 50' BRQqKS & SPARKS, INC. F-880 N. tE..�F. W. JOE.. SEYBERT ro; 92999 , �Ss CENS ���' (b� AL l�� 1 BROOKS S SPARKS, INC. TEXAS REGISTERED ENGINEERING FIRM : F-880 21020PARK ROW PHONE.- (281) 578-9595 KATY, TX 77449 FAX: (281) 578-9686 SPR. 03