Loading...
HomeMy WebLinkAboutTEXACO (COTTONWOOD RETAIL CENTER)DETENTION CALCULATIONS SITE AREA .......................................... • ... • .......... = 75,527 S.F. (1.665 AC.) DEVELOPMENT NAME I Storm Sewer Calculation Form . PROJECT: Cottonwood Retat?Center ORCHAR DETENTION REQUIRED (0.45 x 1.665)................ ..................... = 32,637 C.F. (0.749 AC -FT) COTTONWOOD RETAIL CENTER JOB NO: 12-- DESIGN STORM 2 Year Curve I = b/(d+TC)Ae FL. =Flowline157 �F.pS DETENTION PROVIDED IN PROPOSED DETENTION POND • C.F. AC ZONING SYSTEM: - b= 75.01 To 1OxAA(0.1761)+ 15 = HG= Hydrualic Gradient 9E ............. • • • • • • • • • • • = 17,808 (0.409 -FT) UP=Upstream ARC BY: Sehrish Abid Fp d= 16.20 C = 0.60 la + 0.20 DETENTION PROVIDED IN PARKING LOT • . . . . • • • • • • • • • • • . • • • = 14,826 C.F. (0.340 AC -FT) DETENTION PROVIDED IN PIPES & INLETS ................................... = 581 C.F. (0.011 AC -FT) GENERAL COMMERCIAL CHECKED BY RANA MANHOOD, P.E. e= 0.832 O = C x I x A G=Gutter ,. R=Top of Rim C ,, TOTAL DETENTION PROVIDED = 33,215 C.F. 0.763 AC -FT ( ) OWNER AND DEVELOPER Mi M-I AREA TOTAL RUNOFF SUM OF TC : INTBNSIr1' SUMOF REACH DIAM Slope Manning's \. DeDesign Fall FL. FL. .Actual. FalrrTo '- NET DETENTION PROVIDED = 33,215 C.F. (0.763 AC -FT.) > 0.749 AC -FT - FROM TO (ACRES) ' AREA COEFF. (MN) I FLOWS LENGTH ORRISE Capacity Velocity Bev. Bev. Velocity Park BHANU INVESTMENTS INC MAX DETENTION WATER SURFACE ELEV (W.S.E.) = 20.00 2507 INBAY AREA BLVD WEBSTER, TX 77598 / (ACRES) C C'A (IN'HR) (CFS) (FT) (IN % "n" (CFS) (ft/s) (FT) UP DS (FT) (F) (ft/s) -� PH: 832-338-9698 EMAIL: EZTAX1120@GMAIL.COM CB-1 CB-3 0.12 0.12 0.80 0.09 21.85' 3.64 0.34 96 12 0.32 0.011 2.39 3.04 0.31 16.81 16.51 0.43 w CKY ease t6.SOCLRD / CB-2 CB-3 0.28 0.28 0.80 0.23 23.01 3.55 0.80 80 12 0.32 0.011 2.39 3.04 0.26 16.76 16.51 1.02 0 vase 6ele YOUPON DRIVE �y' ��� CB-3 CB-6 0.32 0.72 0.80 0.57 24.43 3.45 1.97 108 12 0.32 0.011 2.39 3.04 0.35 16.51 16.16 2.51 1642G CONCRETE 16.92 C 5.4 F, <v i 3sC 6.9�Tc {50.0'R.O.W.) j ��� CB-4 CB-5 0.30 0.30 0.80 0.24 23.09'. 3.54 0.85 106 12 0.32 0.011 2.39 3.04 0.34 16.39 16.05 9.09 60 30 0 30 60 Feet rq 7.19c qti Vb CB-5 POND 0.15 0.45 0.80 0.36 23.70 3.50 1.27 17 12 0.32 0.011 2.39 3.04 0.05 16.05 16.00 1.61 FA 17.43 6aerc b 1630G ;, n 7.36E /�J~ye ,. CB-6 POND 0.21 0.92 0.80 0.74 24.86'. 3.42 2.52 64 15 0.25 0.011 3.83 3.12 0.16 16.16 16.00 2.06 LSI. 1635G .. o SCALE: 1 30' G I 1}66tii ^ o '� POND MH 4 0 29 1 67 0 80 1 33 25 943 34 4 45 15 18 0 20 0 011 5 57 3 45 003 1600 1597 252 VICINITY MAP (NOT TO SCALE) KEY MAP: 579G 16.917E �' t6.74T 6.45G �Q 17s1 16,02 1 'OnG t � MH-1 MH-2 0.00 1.67 0.80 1.33 25.94' 3.34 4.45 17 24 0.20 0.013 10.14 3.23 0.03 13.89 13.85 1.42 GGN EXIST. STM. INLET R / MH-2 _ STORN 0.00 1.67 0.80 1.33 25.94 3.34 4.45 120 18 0.26 0.013 5.37 3.04 0.31 13.85 13.54 2.52 FL 18'(N)=13.74 - ".' n " 663GC v.vr IeNG 25' BUILDING LINE - �� 2a 25' BUILDING LINE-n 1669 VOL. 306, PG.69 M.R.H.C. VOL. 306, PG.69 M.R.H.C. 4.5' 182.8' 4.5 (RE: PLAN) W TOP OF BANK TOP OF BANK 9 - ELEV 20.50 ELEV zoso - 14 22 . a� _ .u.I O 9� LEGAL DESCRIPTION - v 9 ® O A TRACT OF 1.665 ACRES OF LAND BEING LOT 1, BLOCK 1 OF K B =III- 100-YR WATER ELEV. .00 - II+ N 7.42TC jp17.6HT ESTATES, SITUATED IN THE WILLIAM H. JONES SURVEY, ABSTRACT NUMBER 1 i o 6.94G W -I m 17. 6C 17A9G `� (I=1 d Q 0: m &ONO 482, CITY OF LA PORTS, HARRIS COUNTY, TEXAS. - III-17,8 c « ' " �+ CONCRETE -1 I 743TC 3 SIC d EXIST. SAN. M.H. FPu.0 i� 1T (�/a(5Gi EQ 4 LtiE� tTHOLM ©KE _ BENCHMARK TOE ELEV 16.00 vase IM=18.59 BANKS & TOE Z CI n I (FL L 8'<W)=9.05 (TYPICAL) le#NG SI1tN PROP STM. MH-1 G p uJU4 i 6 l'1Gd C h�V b U'O IN TP L RM 020170: FLOODPLAIN REFERENCE NUMBER 020170 IS A HCFCD C7 8'CE)=9.02 Cut F'1.G1.�.17.757E mRIM:3"above FG PROP. 5' INTERCEPTOR SWALE M,c(3w„ 3'4k Cr�.G e ALUMINUM DISC STAMPED B 106 BM 02 ON BRIDGE AT EASTBOUND TYPICAL DETENTION POND SECTION A -A L 6'CW=12.82 8' UTILITY EASEMENT v.28G FL 13.89(W) 0 0.10% SLOPE (SEE SHEET C3) FAIRMONT PARKWAY AND BIG ISLAND SLOUGH LOCATED ON DOWNSTREAM, �+ -VOL,306, PG.69 M.R.H.C. SOUTH SIDEWALK OF EASTBOUND BRIDGE, AT STREAM CENTER IN KEYMAP (NOT TO SCALE) F 4r ON G PP FND. 1/2' e 1 ,. , 579F IN THE ARMAND BAYOU WATERSHED NEAR STREAM 8106-00-00. OCV 7.B2TC �T], to NG vGon rFNc- N 86 5627 E 321. O 1B NG unnn FFNCr N6 SI�'� 17.33G 17.92gG G -• ^V'' -- - ELEV. 21.25 (NAVD 1988, 2001 ADJUSTED) y. I6 2 2 0.20% � � �-'�-+RPF-- �' '` RPF gzWTILITY EASEMENT TBM: e. NG YPF PROP STM. MH- 6, P6.69 tIR,H.C. RIM:3"above FG F C VdL. 30 SQUARE CUT IN TOP OF MEDIAN AT COTTONWOOD DRIVE AS SHOWN FL 13.85 Ic'# A 0 ' PROP B T6WIDE EXTR MH-2 MH- E EVENT 2 OVERFIL1W CONCR JEWD m ) r+. F. X ,1 NOTES: 1. ANY PAVING INSTALLED OVER A UTILITY EASEMENT SHALL HAVE CONSTRUCTION JOINTS OR SAW CUTS ALONG THE ENTIRE EASEMENT LINE OF THE ENCROACHMENT AND TRAVERSE THE EASEMENT AT INTERVALS EQUAL TO OR LESS THAN 10 FOOT INCREMENTS. 2. ALL PROPOSED CURBS ARE 6" TYPICAL, U.N.O. ON PLANS. CONTRACTOR SHALL CONTACT ENGINEER/ARCHITECT IF CURB DEPTH EXCEEDS 6". 3. OVERHEAD AND UNDERGROUND UTILITIES MAY EXIST IN THE VICINITY OF THIS PROJECT. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE AND OTHER UTILITIES MAY EXIST IN THE VICINITY OF THE PROJECT WHICH ARE NOT SHOWN ON THE PLANS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES IN THE VICINITY OF THE PROJECT, PRIOR TO BEGINNING CONSTRUCTION. IF ANY DISCREPANCIES EXIST, NOTIFY ENGINEER IMMEDIATELY. KEYED PLAN NOTES: CONTRACTOR SHALL ENSURE HANDICAP PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:50 (27) IN ALL DIRECTIONS. CONTRACTOR SHALL CONNECT ALL DOWNSPOUTS W/ 8" HOPE PIPE TO DRAINAGE SYSTEM (TYP). RE: ARCH. PLAN FOR DOWNSPOUT SIZE AND LOCATION. RESTRICTOR CALCULATION SWALE v t9A1T 8.917E 9.00TC 18.457E IDETENTIONII AREA 5 PAVING A A = 1,118 S.F. DET PROM N ED = 1,118 x..0.5 = 559 C.�. 8913 z= DETENTION 11 AREA 4 PAVING A A = 5,787 S.F. DET PROM ED = 5,787 x 0.5 184NG PAVEMENT d �24kfyE? 183NG Ie.]4GC 19.62 j 19J4G ? 1e3He SITN_ 6' FU 15.7C}} L Q = CA x (2g)7� x (H)M D = Q'/2/ (2.25 H'y4) OR Q = OUTFALL DISCHARGE (CFS) = 0.5 CFS/AC C = RUNOFF COEFFICIENT= 0.8 A = ORIFICE AREA (S.F) g = GRAVITATIONAL FACTOR = 32.20 H = HEAD (FEET) = 2.99 D = 0.5"" 2.25x2.99'1 STORM SEWER / ( / = 0.238 FEET PIPE RE: PLAN D = 2.86 INCHES USE 6 INCHES GROUT SOLID 0 FULL LENGTH OF RESTRICTOR 6" 0 PVC RESTRICTOR PIPE 4'-0" LENGTH (RE: PLAN) - SLOPE PROP. PRIVATE FL 16.00 (TO BE MAINTAINED BY THE OWNER) 3' CONC. %% CHANNEL FL 16.15 0 TOE 16.20 (SLOPE ® .10� SLOP 15'-1 0 DPE 7. 7'^ 2 PE @ 0. 2% @ 0.2 % a IN 8.6HD A ' FL- ,1 -NSAC 19.97 Np i8.9HH '� 1.HD A 20atA EXIST. STM ASPHALT RIM=18.92 RD.27A FL 6"CNW>=11.88 FL 21"CE>=9.67 PI) 21.06CLR➢ 21 i 20.75C CONCRETE � I PROPOSED -.c- C-STORE M," FF = 21.00 WAWAWAWWAM I n•��oA�i•, o 0 6 zy0' U NG LLINE XIST. SAN• M.H. HEREON. f.1, FILM Ct�t�597162 RIM=18.92 ELEV. 19.94 ___1 I ___7n n 2I BUILDING LINE FL 10'(E)=5.94 x _-__, I FILM CODE NO. 597162FL 6'CN)=8.93 M.R.H.C. FLOOD PLAIN DATA I . "3-nJk _ _ _ _ ..i iZ7NG v. ` 6�CD VEMEKJT 17.5HD++ lZtCl .BNG •E -r-�,T CB- TYPE A INLE '�NnpNA 2 7.5HH TG 19.25 11 t9 FL 16.16 ® _ I 6" CONC. PAVEMENT PROPOSED �' PROPO ED N E RETAIL TEN�O CHUB w FF=21.00 O- P FF=21.00 - - 17.+ O L 1, o / 1toOU 7.7HHw 4v a F = T-E Cu v+ G TYPE A INLET ,I, t].7NG ` 17.3NB, p• ... 182NG ,. uey7.6v TG 19.25 t + Pub - o + - L FL 16.76 .� q • - 6" CONE. PAVcPoiE��tT' ® �_ Crs 3-2_�� CB-4 E- -��/\ DETENTION AREA 2 2CE- 7m TYPE A INLET PR PAVING AREA = 6,123 S.F. TYPE A INLET 841 \ TO 19.25 o DET PROVIDED = 6,123 x 0.5' n.4 TO 19.25 FL 16.39 ��N-(� = 3,062 C.F.' 17.+Ln +le.oHH FL 16.51 6" CONC. PAVEMENT T Fj_1{L_ �9� �-® �F B�aN a-_ ��'�e,�_-_ Q / QCLY t 18+ NG 18.0 ,112 17SNG .I. Db PREP ...� 7YMALWA &�" IGc.43A MERr'Ti-N ijON P _ iF,P TO 19.25 -.,.;� r• • / iD 1� -_� 6" CAL. PAVEMENT EL F�6.61- 1 Mcmm ,E - �- TANK LOCATION ZO' BUILDING LINE +T tSL,- fit` E L FILM C M�R.H C.t59716 / �/y \ TION AREAUy 9HP 1STUD 19.3TOS . .........rr. CONC. SIDEWALK r.•,Ara�rr4rr4a 17.91433 WA FIELD VEPo ff & IDCA- 14.9CL➢ 14.9HC_LD 14H8 PROP. 36' DRIVEWAY W/40'-36'rE5R I CULVERT + SIZE & GRADE OF CULVERTS TOjWE CONFIRMED BY THE HC PRECINCT 20.71A FAIRMONT PKWY 4C 21.0LRD , 2L09CCL.RD HEIGHTS ENGINEERING LLC TEXAS FIRM,F-12333 CONSULTING ENGINEERS 7324 SOUTHWEST FWY SUITE 995 HOUSTON, TEXAS 77074 PHONE: (713) 333-0393 FAX : (281) 274-9153 www.HEIGHTSENGINEERING.00m ISAT S 15..JCL0 i4.�•L 6.5HB 15.OL➢ 17. 16.BH 17,9 }} 7.BHH 18+5 1B.4TtlS n .. i!) F Fv.r. I 20.61A PL13CLRD, < Z aLAI MU11. 36' ' + v~ a j DRI WAY WITH 36" w ¢ a RCP CULVERT _ CITY OF LA PORTE, WHICH BEARS AN EFFECTIVE DATE JUNE 18, 2007. G DETENTION AREA 6 17.7NG I ZONE Ne SHADED DENOTES AREA OUTSIDE THE 100 YEAR FLOODPLAIN. PING AREA = 5,325 S.F. DE PROVIDED = 5,328 x 0.5' = 2ss4 c.F. LEGEND ' _ I STORM SEWER(HDPE WITH SMOOTH BORE AND RUBBER GASKETS) • PROPERTY LINE M0Ir 21) I ® HIGH POINT (H.P.) a CSOE�uA4E� • ^ I-- LI l C 0 101 NO E97 62 � DIRECTION OF FLOW (BANG 1 /�' ull�hl. . +� � -� � pXIST=FlLLED w `/PROP.=OPEN STORM/SANITARY SEWER MANHOLE �0G1 W om ;0M � m c EXIST.=FlLLED CATCH BASIN (C.B.) BY PARK EQUIPMENT, ❑PROP =OPEN ( ) 6 z - = z 6 HOUSTON 713-93 -7602 OR EQUAL `' I (RE: SCHEDULE FOR SIZE) m W m M I tiT 3 EXISTING GRADE ELEVATIONS p "I DESIGNATES DETENTION AREA m MENG + v = FL XX.XX FLOW LINE ELEVATION LL TG XX.XX PROPOSED El EVARON OF TOP OF GRATE OF INLET DETENTION AREAS 1 & 3 P ING AREA = 11,294 S.F. I C XX.XX PROPOSED TOP OF CURB ELEVATION o DE PROVIDED = 11,294 x 0.5' =_b,647 C.F. ' TP XX.XX PROPOSED TOP OF PAVEMENT ELEVATION TW XX.XX PROPOSED TOP OF SIDEWALK ELEVATION G XX.XX PROPOSED FINISHED GRADE ELEVATION IeANG - i TB XX.XX PROPOSED TOP OF GRASS BERM ELEVATION 20' BUILDING LINt FILM CODE No. 597162 SITE PLAN ACCURACY CERTIFICATE L-M.R_H.C.- I, RANA MANHOOD, 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 W/SAP _ ARE ACCURATELY SHOWN ON THE PLAT. .4, e9P�E oF'rEII°, 7.6HB ISjIELD ISICL➢ 0 * * Y 16. HB H TOP OF BANK 1.5' 0.5 2'-0" 0.5' 1.5' TOP OF BANK RANA F, MAHMOODa PROP. 36' DRIVEWAY 20.50 RE: PLAN F1AET+cFrcr ovolrLOW 20.50 RE: PLAN D- 101163 e GAT D W/40'-36" RCP Teams / /,���� 1 1 swALE o ix 1-� � �/i\\i \\! I�+�✓ 08-16-13 °°�fS + CULVERT + ELEV. 20.00 °(III°°66aasoo�''06 SIZE & GRADE OF RANA F MAHMOOD CULVW,S TO BE 5" THICK CONC. CONFIRMED BY THE HC // i -� TEXAS REGISTRATION NO. 101163 ?0.49A za 4A /itP SLAB RBNF. \ 20.8.7�CLRD 20�9.O�CLR➢ / #3 �8' O.C. \ CITY APPROVING AUTHORITY CERTIFICATE '....., THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF COTTONWOOD RETAIL CENTER IN 1O.45A 20.37A ( ` I CONFORMANCE WITH THE ORDINANCES OF THE CITY OF LA PORTE. \ 1'-0 0 & ONT. / IN #3 STIR. 0 18" O.C. TYPICAL EXTREME EVENT OVERFLOW BY: YRC7 CONCRETE -LINED SWAMECTOR, PLANNIN EPARTMENT ��', Scale: Horiz: 1"=30' ������°°°° COTTONWOOD RETAIL CENTER Project No. 12-157 Vert.: NA e PEE OF 7-E�°141I00 SITE DRAINAGE & DETENTION PLAN Drawn By. SA Date:05-16-13 THE SEAL APPEARING ON THIS a DOCUMENT WAS AUTHORIZED BY BRANA F• MANHOOD, Drawing No. 12157200 RANA F. MAHMOOD, P.E. 101163 ON°0-off �� 1163 �e � OS-16-13 °°°°a 10901 FAIRMONT PARKWAY - Design By. RM Dote:�5-16.=13 I Sm� Sheet C1 of 1 Checked. By. RM Date: 05-16-13 1�. / °p LA PORTE, TX 77571 VICINITY MAP (NOT TO SCALE) KEY MAP: 579G Park SCOPE OF WORK: 2 ONE STORY BUILDINQ BUILDING "A" - 6,000 5.F. SHOPPING CENTER WITH A 4,000 5.F. CONVENIENT 5TORE BUILD OUT. 1,550 5.F. BUILDING ( 5HELL ONLY ), FOR FUTURE CHURCH CHICKEN, BUILD OUT PERMIT SEPARATELY. LEGAL DESCRIPTION A TRACT OF 1.665 ACRE5 OF LAUD BEINQ LOT 1, BLOCK 1 OF K B E.5TATE5, 51TUATED IN THE WILLIAM H. JONES 51.19VEY,.AB5TRACT NUMBER 402, CITY OF LA PORE, HARR15 COUNTY, TEXAS. REOUIRED PARKING ANALYSIS RESTAURANT: 1,050 5.F. / 1,000 5.F. X 10 5PACE5 = 19 5PACE5 C-5TORE: 4,000 5.F. / 1,000 5.F. X 4 5PACE5 = 16 5PACE5 RETAIL 2,000 5.F. / 1,000 5.F. X 4 5PACE5 = B 5PACE5 TOTAL REQUIRED PARKING 5PACE5 = 4 + 19 + 16 + 0 =47 5PACE5 TOTAL PROVIDED PARKINQ 5PACE5 = 56 5PACE5 INCLUDINQ 5 HC TREES AND SHRUBS REQUIREMENTS PLEASE 5EE A1.01 FOR LOCATION TOTAL 5TREET TREES REQUIRED : = 404' / 30'-0' = 19 TREE5 TOTAL PARKING LOT TREE5 REQUIRED = 51 / 10 = 6 TRFJ 5 (MIN. Z' DIk, 6' HT.) TOTAL TREE PROVIDED = 25 TREE5 ( MIN. Z' CALIPER AND 6' HIGH ) I 4.5' 182.8' 4.5' —) �— 100-YR WATER 'ELEV. 20.00 1 1 - Ln CONCRETE —� L-1 TOE ELEV 16.00 (TYPICAL) TYPICAL DETENTION POND ;SECTION A -A (NOT TO SCALE) (RE: PLAN) TOP OF BANK TOP OF BANK ELEV 20.50 ELEV 20.50 PROPOSED POWER POLE TRANSFORMERS MOUNTED (COORDINATE W/. LOCAL CO. FOR FINAL LOCATION) t�IM , AN UNOBSTRUCTED 1 FROM A PLAN r THERETO. • I. sxc�.rrrun'�zci-;.ra:z�s�� • 1 a II • _ all BUILDING "A' PROPOSED 6,000 S.F. SHOPPING CENTER FF = 72.00 r- BUILDING "B" I I (� ONLY yZ!-lpoz Of JmZ I � N O r rn n a 7 � o I b, � � o i o N o I N - + o � I try '-6" '.•9e _ — �-0" - — — -451-B°- — — - — 2P�-8=-^; — — — — �9'� ••--. � ' 51'-3° I WlOE FIRE ACCESS ROUTE � PROP. PVT. STORM SEWER • / -------------------� STATION CANOPY ABOVE - - - - - - -------'T'•/IS�I- I Ala AND wnrFx rI ' "CAR RGEa I � ) I + + v 3 Gi NO + +0+ + + + om i $+ GAS PUMP U •� i Q�t�Q ( I t � — — — — — — — — — — -- — � — —PROP. FUEL � FILM CODE N0�597162 — — — � TANK LOCATION I M.R.H.C. V PROPOSED 5'-0° w10E CONCRETE SIDE WALK 1 I I I O5 4 FilliRMON7' nVUM � CLIMBING KEY NOTES 1 2" DOMESTIC WATER METER WITH 2' STD. CONNECTION 2 2" REDUCED PRESSURE ZONE BACKFLOW'PREVENTOR 3 1° IRRIGATION WATER METER WITH BACKFLOW PREVENTOR 4 2" COLD WATER LINE 5 Z' COLD WATER ENTRY 6 6" SANITARY SEWER LINE 7 6° SANITARY GREASE LINE 8 1,000 GALLON GREASE TRAP 8Y PARK EQUIPMENT. 9 SAMPLE WEIl 10 EX[SITING 12" WATER MAIN (FILED VERIFY EXACT SIZE AND LOCATION) 11 COORDINATE WITH GA5 COMPANY AND PROVIDE A 2" G45 METER. ADDRESS NOTE ADDITIONAL ADDRESS WILL BE NEEDED FOR FUTURE lFASE SPACE AND B BUILDING R15' (REQUEST ADDRESS WHEN NEEDED ). - MATERIAL NOTE THE CITY'S BUILDING DESIGN STANDARDS OF 100% MASONRY / GLA55 PRODUCTS SHALL BE APPLICABLE. (250.0' R.O.W.) 173'-6" 36'-0" 24'-6" 01 SITE PLAN SCALE: 1" = 20'-0" LEGEND _. —�-- PROPERTY LINE _ NEW 6" CONCRETE CURB, 2'-0" RAOUS AT CORNER; U.N.O. PARKING LOT PAVE NOTES ALL DRIVEWAY AND PARKING LOT SHALL 8E 6° CONC. PAVEMENT W/. tF3 ®t2" O.C.E.W. ON 1" LEVELING SAND AND COMPACTED FILL LANDSCAPE LEGEND + + + GRA55 AREA -HYDRO MULCHED COMMON BERMUDA PROPOSED STREET TREES -.OAK (MIN. 2° CALIPER, 6' IN HT.) PROPOSED PARKING TREET - SOUTHERN WAXMYRTLE TREES( MIN. Z' CALIPER, 6' IN HT.) PROPOSED SHRUBS - JAPANESE BOXWOOD (MIN. 5 GAL) "' - •- - y PROPOSED SHRUBS AND SHALL BE GROW UP TO MIN. 6' H. WITHIN 2 YEARS -. MM. 4' H. CRAPE MYRTLE opyright information, either drawn, written or implied rpearing in this document shall not be iplicaied, disclose or otherwise used without e written permission of the author. This rcument is an instrument of service and sale property of DA-Space Design. dhermore, the use of this document for any Irpose shall be revoked, if the intent of s design or the construction techniques or tails shown herein are not adhered to or conslmclural agreement governing their use is, 14-ace COjZCCpt ice Planning - Gty Permitting -Code Consulting 1152 Westheimer Road, # 1001, ouston Texas 77042 ojectIL Obi r 1 r1 Seal ,`F t g� ff f pp CJ w'3 r"�rhai J�' y6{� ,�pj• TKYL &ASSOCIATES. REG. # F5762 Drawn By Checked By Issue Date Title SITE PLAN AND CODE INFORMATION Sheet Ala0l 1, PAVING 2, DENTIAL / SUBDIVISION DRA AGE 3 r OMMERCIAL "/ d HER SITED WAGE 1. DESIGN THICKNESS OF PAVING 7 INCHES 1. ORA AGE SYSTEM TYPE IL STABILIZED SUBGRADE TO A DEPTH OF 6 INCHES' - ! 1. 0 OS D DRAINAGE AR III. DESIGN STRENGTH OF CONCRETE 3 500 PSI psi ❑ STO M SEWER � ❑ N DEVELOPMENT AREA: IV. TYPE AND PLACEMENT OF STEEL: #4 ® 20" EACH WAY ❑ ROAD IDE DITCH ❑ RE- a LOPMENT AREA (AMOUNT" INCREASED DRIVEWAYS IMPER OUS AREA): . 1. NUMBER OF DRIVEWAY APPROACHES PROPOSED: 3 11." DESIGN M HOD USED IT. DETENTION OLU E N.A. ❑ "•55 11. HARRIS COUNTY STANDARD DRIVEWAY DETAIL APPEARS ❑ CITY OF H USTON FREQUENCY El ON SHEET C3 ❑ OTHER ACRE FEET .65 DETENTION REQUIRED'" . ❑ 1.00 FIRE APPARATUS ACCESS ROAD ❑ OTHER: III. DRAINAGE SYSTEM a TFALL PROPOSED VOLUME = ACRE FEET ❑ REQUIRED AND SHOWN ON SHEET(S) ❑ ® NOT REQUIRED DUE TO CITY OF LA PORTE JURISDICTION TO DETENTION PO D CURBING ❑ DETENTION POND M IN NED BY III. OUTFACE OUTFACE TO ❑ H.C. ROAD E ITCH ❑ TO HCFCD DRAINAGE CH UNIT NO. ®EXISTING H.C. TORM SEWER I. ISLANDS AND MEDIANS REQUIRE STANDARD 6" CURBING ❑ TO HARRIS COUNTY DSIDE DITCH ❑ OTHER _ II. STANDARD 6" CURBING PROPOSED ROAD NAME:- ROADSIDE DITCH n ❑ 4 x 12" CURBING PROPOSED EXCEPT AT MEDIANS AND ISLANDS IS ❑STATIC W.S.E. ® OUTIER ALLOWABLE OUTFA027 x LF Frontage = (CFS) PROPOSED OUTFA TRAFFIC CONSIDERATIONS ❑ PROPOSED STORMS IS SUBME GED. /GEA STORM SEWER I. MEDIAN CUTS IV STORM SEWER TFAIL CAPACITY ALRACT FROM A. MAP: (CFS) NO MEDIAN CUT OR RELOCATION IS PROPOSED CAPACITY ALL ATED TO TRACT FROM D. A. MAP: (CFS) FROM DRAINP DATED: PREPARED B ❑ MEDIAN MODIFICATIONS ARE SHOWN ON SHEET FROM DRAIN E AREA MAP DATED: ACTUAL OUTF (CF. PREPARED II. LEFT / RIGHT TURN LANE ACTUAL 0 ALL RATE: (CFS) IV. PUMPED D. ON F I N.A. NO LEFT / RIGHT TURN LANE IS PROPOSED VOLUME 11 GRAVITY FLOWS: _ ACRE FEET ❑ LEFT / RIGHT TURN LANE IS SHOWN ON SHEET VOLUME 11 AT IS PUMPED: ACRE FEET V. DRAIN E SYSTEM FLOW RATE ENTRAN VELOCITY INTO ROADSIDE DITCH III. TRAFFIC CONTROL PLAN FLOW RIOR TO DETENTION: CFS OR ST .M SEWER: PUM SPECIFICATIONS AND OPERATING PLAN ❑ NO W RKTIN THEERFERE RIGHT WAY SpPROPOSED THAT FLO AFTER DETENTION (IF REQUIRED): CFS APP ON SHEET _ WITH TOF RAFFIC FLOW TRAFFIC CONTROL SHOWN ON SHEET C5 v. ICTo sl N.A. IV. TRAFFIC SIGNAL FALL PIPE SIZE: *REST NO TRAFFIC SIGNAL IS EXISTING / PROPOSED RICTOR PIPE SIZE: ❑ EXISTING TRAFFIC SIGNAL DEVICES ITC BOXES AND LOOPS) 4" WATER AND WASTEWATER 5. DESCRIPTION OF PROPERTY 6. . STORM WATER QUALI] i' 1. TYPE OF SERVICE PROPOSE 1. LEGAL DESCRIPTION MUNICIPALITY: A. ACREAGE: 1.665 ACRE 1. CONSTRUCTION PROTECTIVE MEASURES. MUNICIPAL UTILITY D TRICT: `SWPPP SITE PLAN AND DETAILS ON SHEET(S) OTHER DISTRICT: _ B. SUBDIVISION: LOT 1, BLOCK 1 K.B. ESTATES II. APPLICABILITY FOR PERMANENT FEATURES. ❑ RIVATE WATER AND WASTEWATE SYSTEMS EXEMPT NEW DEVELOPMENT OF LESS THAN 5 ACRE PARCEL. ❑ P IVATE WATER SYSTEM AND I IVIDUAL OSSF SURVEY & ABSTRACT:WILLIAM H. JONES SURVEY ❑ EXEMPT REDEVELOPMENT OF A 5 ACRE OR LARGER PARCEL WHERE ❑ AND VIDUAL WATER WELL AND SSF ABSTRACT 482 HARRIS COUNTY TX. TOTAL IMPERVIOUS SURFACE (EXISTING PLUS PROPOSED) IS LESS THAN 1 ACRE. ❑ OTH R: ❑ EXEMPT "GRAND FATHERED" BY AN EXISTING STORM SEWER LINE. - H.C. WAS E WATER PERMIT/ R UEST N0. C. ADJACENT ROADS: FAIRMONT PARKWAY _ COTTONWOOD DRIVE ❑ STORM WATER QUALITY PERMIT REQUIREMENT FOR THIS PROJECT IS COVERED _ BY II. PROOF OF ❑ "STORM WATER QUALITY MANAGEMENT PLAN" INCLUDED. SWQMP SITE PLAN ON 11. PLATTING . A. SUBDIVISION PLAT SHEET(S) ❑ UTHORIZING SERVICE LETTER FRREPLAT ❑ PROPOSED PLAT/ AND CONN VFO RECORDED PLAT / REPLAT III. PERMANENT STORM WATER QUALITY FEATURES. ❑ TCEQ APPER SYSTEM AND PLAT NAME: K B ESTATES ❑ VEGETATIVE CONTROLS USED: (FILTER STRIP, GRASSY 'SWALE, URBAN FORESTRYPERMIT ) FOSYSTEM. PLAT NUMBER FILM CODE 597162 ❑ OSSF SUBING REPORT ❑ NO PLAT REQUIRED DETAILS AND CALCULATIONS APPEAR ON SHEET(S) ❑ POND STRUCTURE USED (WET, DRY, WETLANDS) DETAILS AND CALCULATIONS B. STREETS PROPOSED APPEAR ON SHEET(S) 111. AMOUNT OF FLOW ❑ PUBLIC N.A. '-) El RESIDENTIAL: LOTS OR UNITS ❑ PRIVATE - ❑ ❑ HYDRODYNAMIC TYPE SEPARATOR MODEL: PUBLIC & PRIVATE ❑ COMMERCIA . AVERAGE DAILY FLOW ❑ NONE M OTHER(S): CITY OF LA PORTE ❑ OTHER: III. JURISDICTIONS * ❑ CITY OF HOUSTON NOTES; I - 11 REQUIRED ON ALL PROJECTS, III IF NOT EXEMPT OR 'GRANDFATHERED' " CITY OF LA PORTE INCLUDE: PROJECT Tillf, HARRIS COUNTY PROJECT NUMBER, AND SWO PERMIT NUMBER, OR L. COMPLETE FOR ALL PROJE COMPLETE FOR ALL PRMWE * ❑ ETJ, CITY OF HOUSTON THE NAME OF THE PERMITTING AUTHORITY IF OTHER THAN HARRIS COUNTY COMPLETE ONLY IF TCEQ DISC GE PERMIT IS PROPOSED -1ETJ, CITY OF El NO ETJ Iv: HCAD ACCOUNT Nos. (ALL) HCPID SIGNATURE BLOCK HCAD #l127-127-794-OOT-0001 PROJECT NAME: SHOWN ON SHEET \ ❑ PROPOSED TRAFFIC SIGNAL (BY OTHERS) $, FLOOD PLAIN STATUS V. TRAFFIC IMPACT ANALYSIS -_- 1. GENERAL-IN}�1 ON NO TRAFFIC IMPACT ANALYSIS IS REQUIRED FIRM PANEL(S) FOR PROPERTY, 4854870940E ❑ TRAFFIC IMPACT ANALYSIS HAS BEEN APPROVED ON DATE: FIRM PANEL(S) DATE: JUNE 18, 2007 V. UNOBSTRUCTED VISI13ILITY EASEMENT U.V.E.) STATUS OF PROPERTY ON MAP ❑ REQUIRED AND SHOWN ON SHEET(S) ❑ ENTIRELY LOCATED IN UNSHADED ZONE "X" 0 NOT REQUIRED LOCATED PARTIALLY IN ANY "A" ZONE OR SHADED ZONE "X", DELINEATE FLOODPLAIN BOUNDARY ON CONSTRUCTION DRAWINGS KEY MAP®page(s) 579G (DRAINAGE LAYOUT PG. NO.0) (BASE FLOOD LEVEL 18.00 ) ❑ LOCATED ENTIRELY IN ANY A" ZONE OR SHADED ZONE "X", CPC 101 FORM MAY BE REQUIRED (INDICATE BASE FLOOD LEVEL ) FLOOD CONTROL DISTRICT CRITE ❑ LOCATED IN THE CYPRESS KLOMFLOODPLAIN08 9 WO IN HCFCD RIGHT-0 -WAY -10r PERMITS REQUIRED \DFrENTI ❑ LOCATED IN CYPRESS CREEK LOMR OS-06-2369P1. N SUMMARY (INDICATE BASE FLOOD LEVEL ) ❑ SITE REMOVED FROM FLOODPLAIN BY LOMA 1. TYPE OF WOR BE PERFORMED IN CHA14NEL N.A.- -- TOTAL ESTIMATED SITE CONSTRUCTION COST, STORMWATER DETENTION BASIN ROUTING TABLE OR LOMR-F CASE NO. ❑ OUTFALL (EXCLUDING ENCLOSED BUILDINGS/STRUCTURES) $32,000 DETENTION BASIN RAINAGE AREA = _ ACRES MAX BASIN DRAIN TIME (100-YR = _ HOURS ❑ OTHER - - ❑ UTILITY CR SSING ❑ STORM WATER QUALITY RAINFALL EVENT PRODABI PRE -DEVELOPED PEAK RUNOFF CFS POST -DEVELOPED PEAK RUNOFF CFS I DETENTION BASIN PEAK OUTFLOW CFS MAXIMUM WATER SURFACE ELEVATION PEAK STORAGE VOLUME AC- I STORAGE RATE AC -FT PER AC 10% EXCEEDANCE (10-YEAR) 1% EXCEEDANCE (IOO-YEAR) ADDITIONAL CRITERIA FOR LIMPED DETENTION BASINS: VOLUME OF PUMPED 1% EXC ANCE STORAGE VOLUME = __AC -FT _ OF TOTAL VOLUME MAXIMUM DESIGN OUTFLOW VELD RY INTO HCFCD CHANNEL = FT,/S C. DRAIN TIME FOR BASIN = HOURS BASED ON STORMWATER DRAINAGE DE GN REPORT REPORT TIRE REPORT DATE ENGINEERING FIRM ELEVATION INFORMATION ❑ ROADWAY B IDGE / CULVERT CROSSI BENCHMARK USED ❑ FILL ACTIVITY ❑ PHASE 11 PERMIT CLASS I HARRIS COUNTY FLOODPLAIN REFERENCE MARK ❑ REHABIUTA110 OF CHANNEL ❑ HARRIS-GALVESTON COASTAL SUBSIDENCE DISTRICT. ❑ MAINTENANCE _ PHASE II PERMIT CLASS II ❑CRITICAL FACILITY BENCHMARK (FOR COASTAL AREAS) - ❑ TEMPORARY CRQ SING DRIVEWAY WITH CULVERT 2 CURB AND GUTTER DESCRIPTION OF BENCHMA C D RR IN LU ING ELEVATION, DATUM AND YEAR OF ADJUSTMENT 2001 ADJ. ❑ : OTHER ❑ SEPTIC (EXISTING) ❑ SEPTIC (PROPOSED) u ti p17n 1ca y _cr(_n. RM 0?0170- R M IRL.AINI .REFF EUIZ . �� u - ! )❑ ALUMINUM DISC STAMPED B 106_.BM 02 ON_BRIDGE AT EASTBOUND "e NOTICE OF DETENTION REQUIRED HEAD CONDITIONS. FAIRMONT PARKWAY AND BIG ISLAND SLOUGH LOCATED ON DOWNSTREAM, N.A. ❑ FILL AFFIDAVIT REQUIRED SOUTH SIDEWALK OF EASTBOUND BRIDGE, AT STREAM CENTER IN' KEYMAP 11. PERMIT i 1MEDIAN UIN THE ARMAND BAYOU STEDNEAR ELEV. 21.25 1988, 2007 ADJUSTED) 1 88, ❑ US ARMY CORPS ENGI RS TIONWIDE ❑BUILDING PERMITS S (N0 OF BUILDINGS = ) (NAVE) (NAND PERMIT NUMBER(S) 11 SUBDIVISION INFRASTRUCTURE PHASE If (N0. OF LOTS = ) TBMFSQ1.25 OF COTTONW ODADRBVE6AS SHOWN ❑ US ARMY CORPS OF EN RS INDIVIDUAL PERMITS DATE OF ACKNOWLEDGEMENT BY HCFCD OR. ODPLAJN ADMINI OR HCFCD PROJECT / STORMWATER DETENTION FOR THE PR POSED RK CONTAINED IN THESE PLANS IS PROVIDED BY OTHER PLANS: PLAN TITLE ENGINEERING FIRM DATE SIGNED BY HCFCD HCFCD PROJECT iM ll. HCFCD STANDARD NOTES: SEE SHEET OF THESE PLANS. 111. HCFCD STANDARD DETAILS: SEE EET OF THESE PLANS. IV. REFER TO PLAN SHEETS OR EXISTING AND PROPOSED RIGHT OF WAY DELINEATION AND COMP E RECORDING I ORMATION TO INCLUDE CLERK'S FILE NUMBERS, TYPE ESTATE (e.g., DRA AGE EASEMENT, FEE STRIP, ETC.) AND GRAN (e.g. CON, HCFCD, BLIC, TXDOT, ETC.) NOTES 1. COMPLETE ONLY IF HCFCD/THA:S RRIS COUNTY IS REQUIRING DErE no It. COMPLETE ONLY IF PXINAN WITHIN IT OR IS IMMEDIATELY AOJACEN\CrHANNE NG OR PROPOSED HCFCDAWED CHANNEL OR DETENTION BASIN. III. COMPLETE ONLY IF PCT INCLUDES NEW OUTFALL, BACKSLOPE INTERHER RELATED WORK EXISTING OR PROPOSED HCFCD MAINTAINED DLIEHTION BASIN. N. COMPLETE ONLY 0 PROJECT HAS WITHIN OR IMMEDIATELY ADJACENT TOG OR PROPOSED BUG DRAINAGE CHANNEL OR DETENTION BASIN. .....-.--.. .. -w.w,. sac: .. ... . HEREON. ELEV. 19.94 ❑ OTHER NOTES: II. FLOOD PLAIN DETERMINATION BASED ON GROUND ELEVATION ❑ NO PERMITS REQUIRED ❑ PROPERTY LIES ENTIRELY ABOVE THE BASE FLOOD LEVEL EXPLAIN: AND IN UNSHADED ZONE "X" WORK IN HARRIS COUNTY R.O.W. TY t-Y-oEca,.,,,.r rr, E-BASE-FLOOD COTTONWOOD RETAIL CENTER ADDRESS: 10910 FAIRMONT PARKWAY; .T,A PORTE, TX 77571 ),A WAS ACCEPTED BY THE FOLLOWING' GROUPS FOR THE PURPOSES LISTED BELOW: ENGINEERING EERG DIVISION BY INTERPOSE NO OBJECTION DATE BY AS TO PAVING AND :�_D NA ON Y DATE -7c 15 0 BY AS TO LOCATION S IN COUNTY RIGHT OF WAY f f` DATE No PSL.)QF "oI2&p BY AS TO STORM WATER QUALITY DATE ADDITIONAL COMMENTS: HARRIS COUNTY FLOOD CONTROL DISTRICT INTERPO E NO OBJECTION DATE ` /Z S LOCATE F HCFCD .. APPROVED: Rs�- BY DATE FOR ITEMS LOCATED WITHIN EXISTING HCFCD RIGHT-OF-WAY - APPROVED: LEVEL c UTILITY WATER LINE BY DATE ' 111. FLOODPLAIN STORAGE SUMMARY (APPLIES ONLY TO PORTION OF LAND LOCATED WITHIN 11 CONSTRUCTION - FOR ITEMS LOCATED WITHIN PROPOSED HCFCD RIGHT-OF-WAY FLOODPLAIN AS DELINEATED BY FIRM PANEL). A. TOTAL VOLUME OF MATERIAL PROPOSED TO BE PLACED WITHIN THE FIRM ❑ OTHER ADDITIONAL COMMENTS: DELINEATED FLOODPLAIN (FlLL, BASE, CONCRETE, ASPHALT, "ETC.): II • R E CE BASIS OF ETERMINATIO N.A. i.e., BELOW ELEVATION 18.00 (2001 ADJ.) 0 CUBIC YARDS ❑ ENVIRONMENTAL NSULTANT REPORT C B. TOTAL VOLUME OF MATERIAL PROPOSED TO BE REMOVED FROM THE FIRM BY DELINEATED FLOODPLAIN: REPORT TITLE 11 CURB RAMPS /SIDEWALK THE PROJECT WAS REVIEWED, HOWEVER, THIS DOES NOT MEAN THE ENTIRE PROJECT, INCLUDING ALL SUPPORTING DATA i.e., BELOW ELEVATION 18_00 (2001 ADJ.) 0 CUBIC YARDS REPORT DATE C. FILL AREA IN FLOODPLAIN IS SHOWN ON SHEET ❑ OTHER CURB RAMPS PROPOSED : ❑ YES W NO AND CALCULATIONS HAVE BEEN COMPLETELY CHECKED AND VERIFIED. THESE DRAWINGS ARE SIGNED, DATED AND SEALED - - - BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF TEXAS, WHICH THEREFORE CONVEYS THE ENGINEER'S SIDEWALKS PROPOSED NO RESPONSIBILITY AND ACCOUNTABILITY. THIS DOES NOT RELIEVE ANY PARTY FROM COMPLYING WITH APPROPRIATE FEDERAL, STATE NOffi A. HOME BUILDER D YES AND LOCAL ENVIRONMENTAL RULES, LAWS, AND REGULATIONS AND ANY OTHER LEGALLY ADOPTED REGULATION OR ORDINANCE 1. COMPLETE FOR ALL. PROJECTS - � �� - � " - _ RELATED TO LAND DEVELOPMENT. IF THE CITY SIGNATURES ARE REQUIRED BY ORDINANCE, COUNTY PERMITS WILL NOT BE ISSUED IL COMPLETE ONLY IF PROJECT IS ADJACENT TO 100-YEAR FLOOD PLAIN I. - III. REQUI ED ON PROJECTS WITH WORK IN A HCFCD C Et_ B. DEVELOPER ❑YES - UNTIL SUCH SIGNATURES ARE OBTAINED. THESE; SIGNATURES ARE VAUD FOR A MAXIMUM OF TWO -YEARS. PLEASE R CE SECTION 17 OF THE FLOOD CONTROL OISTRI C. H.O.A. ❑YES - - N. ❑LOMR REQUIRED ❑CLOMR REQUIRED PoucY, cR IA AND PROCEDURE MANUAL FOR MORE INFDI MAR N. D. OTHERS ENGINEER'S CERTIFICATION VERIFIED BY., CITY OF LA PORTE I, RANA MAHMOOD , A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, DO HEREBY CERTIFY THAT THE FOR PRascrs LOCATF3i D4 ANY FI.00DPIAiN INFORMATION PRESENTED ON THIS SHEET IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND THAT I AM Dadopmentw"fruaetorplacrd inocrordancewiththar p/antwilfcwi �' pty,hollpmvisiontofthe/fe 0.1lavofH.rmc.W..Temtfw F(oodpiwl NOT VIOLATING ANY PROVISION OF THE CURRENT TEXAS ENGINEERING PRACTICE ACT AND RULES. CONCERNING THE No mafi4tsaRowedfn theJlodplaln and noffll it ollourd In lhcJ(odny. LANDSCAPING N A PRACTICE OF ENGINEERING AND PROFESSIONAL ENGINEERING LICENSURE - - ❑ REQUIRED AND SHOWN ON SHEET(S) ANY VIOLATIONS WILL BE FORWARDED TO THE HARRIS COUNTY DISTRICT ATTORNEY'S OFFICE FOR PROSECUTION. NOT REQUIRED THE COMPLETED PROJECT CONSISTS OF F DRAWING SHEETS Cl THRU 5 s 07-08-13 SIGNATURE DATE NOES A PERMIT IS REQUIRED FOR EACH SCOPE OF WORK ON SITE. - R E V I ,S' I O N ,S' A NOTIFICATION IS REQUIRED FOR EACH SCOPE OF WORK IN HC OR HCFCD ROW. REFER TO www.eng.hctx.net//t)ermits FOR EACH SCOPE OF WORK IN HC OR iN HCFCD ROW. DATE SHEET NO. DESCRIPTION P.E. PUBLIC INFRASTRUCTURE DEPARTMENT .:EXP S _RE V I W SHEET 12.1 May 26, 2011 PROJECT NO. 2026665 SHEET NUMBER �_ OF 5 FOUNDATION NOTF3:(.fpPGnmoMyduuNnp erbuivl"g aeum„rawyrd®Dp...4) AuMme�. m AeyehrerewRM1Rtttian4.,9 fig r ch or mtfd Imatodbdf the. Airy ker. l arcwt serving a 118ht awBch or outlet locafd blow the bmr (100-year) flood dewtlon shall be dapped from abme and be on " srparafe Dmaker. All mWaiah umd behe,, Me (100-year) bme ffeod eleven on arc on oppmtrdFaM TechekalBellain 2-93 m Clan S wnfcr-resktanl adapproted in aandance with FEAU Trchnimf Bullena 1-93J4rfauMauon opening. lfthepmpcnya (wntd wlthw the dellgmfM lO%ffoodplain or leo-yearffoadphdn all mmuacllm apN Mweojour(24) inches abate the bae Heed efmnftonmurt"sem=W,,mnr cwsfed Thmmaterialsmmtkmdforpl✓xwlummandfowdatfn ux .. Comlmaionofcdiaalmmfaalffiomtmdtomlcdbebwthebme(IMo- r)florddmtio"inmet00ymrffodplainorwiAluthebase(l0jwr) ffodpwshaledxethelowes(f eelbe kethen lea armorersborc lke bme Ilee,dedbphe Ebodpr Wes ad¢mtl�meuun"musf be mken to emurcthmtasksubrfanar Ml(nat bed4PtaedLyorrdemdfnroJloodunrm. Aasys mwu e/nnedCro r ovrIWe bmePodshdt bepro.iddroaBniumlfegtifiomfheearnspwalbte Costefd'Blnntlon 4Nfimtes to mbe be sahmfftd: mmat nermutfne asemdaRer thesfabyaoumiorsub.Baor b huNlfdand before• rhehamtnestwtr ands fhid is reyulredantt Wmtmalion h Bnhhd. *(PER CURRENTFIRAIPANEL) to thellarrh Caunly PLblfchef"afmaus Arch✓W and Enpeoedng D,K IeA 10365 Noahwnsl Fmmrcry, hLOc ISO Ilamfort. TX 77092 Ammpladai-bullimMf/catemustbembmindafterthesfmc ummplaemrdbefom Itisoanpfd The County Engineer's OSke ulg pent a fhwl lmpeefwn natke on the sfmcmm once alt re9u4=mb hate bem me[ HARRIS. COUNTY