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HomeMy WebLinkAboutPOLYONE SITE PLANALL RAILROAD SHOWN SHALL BE REVIEWED AND APPROVED BY UNION PACIFIC PRIOR TO CONSTRUCTION NOTE: THE CROSSING OF THE PROPOSD 12" WATERLINE AND THE PROPOSED 2" SANITARY SEWER FORCE MAIN SHALL CONFORMANCE WITH THE ORDINANCES OF THE CITY \ COMPLY WITH CHAPTER 3, ARTICLE OF LA POR E. H C•C.F. N\T523638 `RCO PIPELINE WATERLINE ION DESIGN J OFCRITERIA. THE LA PORTE \ BY:__-------------- v�, \ DIRECTt7R PLANNING DATE \ \ \ \ + J CALLED CENTERLINE \ \.-\ \• �Q�u ENTERPRISE PRODUCTS Co. R.O.W./ESMT. H.C.C.F. No. H867733 \\ •\. •'\ EXIST. SAN. v i SWR. LINEbj U w (3" FORCED MAIN, UNDER CONNECT- SEPARATE PERMIT) T TO EXIST. 12" W.L. W/ 2" F\ \ ` •\ \ �? �//� �/1 i _0 EXIST. REMOVED EXIST. STM. SWR. � �' VALVE TO BE 10* R� s00 + �� — — — +' — — — +IP — — — —+— t� 225 \ p` EXIST. F.H. \ Rull i '\ 0 o. — _ __ �_-�-�-_______ __ — _� — -- -- ---- ------ \� PROP. 12" W.L. PROP. FIRE — �`\ — \ \ \ \ - \ �� (7OD a O \ _u L — HYDRANT PROP. SAN. ` \ \ - a R PORTER R_ROAD — — — — — — — — — — —,— >- — — WR. LIFT STATION ' - \ , O ------ -------------------------------- - _ \ ------------------------------------ N89 39 06 E 925.00 \ \ — — — -- --v ��•v v''v, vv`v. v v F —30' B.L. ` \ y - q.. — — — -..c — — � • \ + A�<RO �^ —tie — — +� ti6eo fie. ti(b° PROP. \\tied.,\ \ \ yeti Fk/S AD +Lj I + 50' B.L. — — — — — \ / / + ■ `yh `\•\ + f FIRE HYDRANT +\\`•-\ \ + R tLij Yz" W.M. i o o\ \ (IRRIGATION) EXIST. 12" W.L. h N \ 7 \ \ \ ` \- PROP. 12" W.L. \ `• S,D�00'E EXIST. F.H. V) w n — \ \ \ \ \ \ • \ lYz„ W.M. / x PO \ ( x w v PROP. 6" SAN. \ \ \ \' \, \9) g S M. SWR. (DOMESTIC) / w a SWR. @ 0.55% ` \ \. \ \ • \ \\ `-- \ 3y, ' OUTFALL I PROP. 2" PROP. 2" SAN. WELL \ ` \ \ ` \ \ PROP. 12" \ \ IWATER LINE SWR. FORCE MAIN \ \ \ \ \ \\\ GATE VAI`VE \ \ ( m I i (PVC SDR 26) 4 P \- _ _ -� � \ � \ PROP. 12" GATE • . \ y ■ ■ • ■ ■ ■ ` \,VALVE W/ 2" BLOW OFF c + L1� ! ( +fee +rye +�e0 + L6� ��' 525' + L + ��• 01 \ \ ` \ \ � \ \ . \\ \ \ S\ FIRE LANE + CO i PROP. GRATE NO PARKING (TYP.) INLET (TYP.) I \ Y \ \ \ \ ( \ m t o \ }� \\ \\ ti I o� I �'L 1e1 �A� eti a Q e eti 6L 6L , r7� SLOPE TO 1- h• ti ti ry ti• 0- I s� D +� I +L + ��, +� +� + + + + +�RgIN \ \ \ w I + 35' J) m/n(coq N ( PROP. 250' X 525' LO 0 N Z z 35' ,2' WAREHOUSE FACILITY i� i 0 0 (1317250 SQ. FT.) i WATER 1LINE NG27.00 I 0 o I SLOP N +rp +ti �� eh +� 1 4a + o + L + L e1 +� ti E T 0 DRA,N +ti + � ti e. � ,ye- � tie• +�e. rye, + 'p + 435' BLDG. REF. PROP. RAIL h If HYDRANTFIRE I w i I 525' N N I o v r co 11 �d Ld PROP. 12' � 0 M0 ( M Q WATER LINEN E of M w ¢ w 0 I 40'B.L. ------ -------s2— u'Q o —XowJ x LO 0 w a� �e° I ry�� ryes o m ya eo tie N tie` eo e e m SLOPE T + + + +tie' +ti T +� + +tih lee =DRAIN m I — — — — — — — — — — — — — — +— — S89'39'06"W 1298.17' I O O PROP. FIRE HYDRANT RAIL STOPS o - - - - - - - - - - - - - - - - - - - - - - - - - --- -- o \ TOP OF BANK TOP OF BA I o o O � I PROPOSED DRAINAGE DITCH Ts I . \... ...—...�...—...—C.L. OF DITCit...—_R�—......—...—...—......—..._...—......—.__a,..—...—...—..._...—c..—...—...—...—...—. _ 12' 76' 12, 27.00 12, 76' a� yi 10' j HYDROSEED ALL DISTURBED AREAS 1 ��\��\\ \- \� / �\ \ PER HCFCD CRITERIA 4+ ��%\ \� 18.81 1 I— \ \ \ {- 6 \ 11� HYDROSEED ALL �� •/� DISTURBED AREAS PER HCFCD CRITERIA DRAINAGE CHANNEL CROSS SECTION A -A DRAINAGE CHANNEL CROSS SECTION B-B @ PORTER STREET HEADWALL @ OUTFALL TO SLOUGH 12, 26.5 THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF-eQ►=`�OF-CQ�ZI0�1- IN S89'39'06"W 1373.17' — I, DANIEL H. MARTIN, AM REGISTED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE ow THE PROFESSIONAL OF ENGINEERING AND HEREBY w REMAINDER OF CERTIFY THAT ABOVE PLAT OR SITE PLAN IS TRUE Xz UNDERWOOD AND CORRECT; AND THAT ALL BEARINGS, w� 0 BUSINESS PARK DISTANCES, ANGLES, CURVE RADIUSES, AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE PLAT. 17.85 LEGEND +�19 EXIST. GRADE Q FIRE LANE (NO PARKING) HHWHI PROP. RAIL ROAD —------------- DANIEL H. MARTIN TEXAS REGISTRATION �L�L---- (AFFIX SEAL) x n4 x Z wQ o 0 BAR SCALE FM 0 25 50 10o 15D SCALE: 1" = 50' PROJECT: OFFICE WAREHO JSE FACILITY FOR: POL IBONE CORPORATION REV ISSUE DATE DESCRIF PION UNDE 2WO $:t BUSK ESS upa` Y {r u�7�x �9PNrt c � rtY 4t f k tL i ��5 i s ti F!"y� �' t rc ! ✓{���� I �>>a �Y�31� e��� -� s }-} v{�arltux,,,>4� an5x ``. �. ff 4 rly�„ tr> PROJECT ' w�yti i� Y SITE (� ��itCF a r`�����Ft ��, u�`.,$�' ,�F �• 7 s • L>y .,°�r Win? � 5 {�zi airt��rzfiv S :t gtS'�-'1 �tftt '��t� N.0 lall ty i1 �.$.S� �'i$':'( di " +� } t 3 � I ✓" �' I p i�, k� Ni i w. y x 5r eAth rra llrv°""`}hi k!-a sz'r {"?p. tzE '" n 4,- !� RA i r ��'� Q � �� �y �,� x� t ° "� ��'+.4 l�„•.�i "''��''4 i�"t+fA�%. R �T C, ,i3 . �f` °nti �u ... -...:. >.... ^=>T.;{ aa4e a ,v.a1Fea`�1 �r,rt+'�":'i✓� r.N'* ... .,. ._. _ t.�.. ��? VICINI7 Y MAP KEY MA V 539-J FLOODPLAIN NFORMATION THIS TRACT OF LAB D LIES OUTSIDE THE 500-YEAR FLOOD PLAIN (ZONE "X"), ACCORDING TO -.E.M.A. FEDERAL INSURANCE RATE MP:1 NO. 48201CO930 J; SAID MAP REVISED: NOVEMBER 6, 1996. BENCIT LARK BENCHMARK : HGC ;D 42, ELEV.= 26.1„ REF.TO NAD 83, (GPS OBS - GEOID99). 0.3 MILES NORTH ALONG, MILLER CUT-OFF RD. FROM INTERSECTION C -_ MILLER CUT-OFF RD. & ST.HWY. 225 AT t ARK TO RIGHT INSIDE SECURITY FENCE OF "DRAGO SUPPLY CO." LEGAL DE WRIPTION A TRACT OR PARCEL OF LAND CONTAINING 13.273 ACRES OF LAIC) OR 578,173 SQ. FT., LOCATED IN THE EN(CH BRINSON SURVEY, ABSTRACT 5, HARRIS BOUNTY, TEXAS, BEING OUT OF AND A PAF T OF THAT CERTAIN CALLED 206.990 ACRE TRACT OF RECORD IN THE NAME OF ST. JO - PAPER COMPANY IN HARRIS COUNTY CLI RK'S FILE (H.C.C.F.) NUMBER'M032856 ADDRESS : 9 l0 PORTER R64D ZONE : PLANM `D ON/T IDEVELOPMFN h6C U 05-- 002 � , )hTED J,-4A 20 2005 800 GESSNE R, SUITE 850 HOUSTON, 1 EXAS 77024 PHONE (713)789-2529 FAX (713 782-3755 .-gyp E OF rEV`y`l� i*S.' do* G1 it :. ♦ DANIEL H.MARTIN il r PF I'STB93I o� �0 • (�,/ SHEET TITLE OVERALL ITE PLAN PRJ NAME: POLYONE SHEET NO: DATE: 2/9/05 OWN BY":. TOM T. C1.0 CHKD BY: --=-DANNY M, 5D \ ` — — — — — — — — — — — — — — — — —\ ' — — — —� \ S \ \ • - \ • � Rq/� R TyERIv PROP. 12" W.L. /J C} ------------------------------ PROP. MAIN 2" SAN. SWR'•'\ PORTER RD.qQ ilOO1CIFIC FORCE \. \ -_--_------s-� N89'39'06"E 925.00' \ \ \ \ \ \ RO -------------------------- W \ \ CONNECT TO EXIST. .................... —•—•—•—• •—•——•—•—•—•—•—• —•-- —• _ 'Q -\. '\. / — — — — — -- --— — — — — — — — ------ \ PROP. SAN. SWR. CSC EQ EN S�0•`F3 12 W.L. W 2' BLOWOFF _ VALVE TO BE REMOVED /•% w - N \ \ \ \ •\ 7g 0„ - - - - - - - - - - - - - - - - - - - - - - - - - - ------------- /- � , �,\- \\ \- LIFT STATIO �. yC ERA/ s 0 35' In Q 12' O N N 30' B.L. 0 W — OQ �Q1 — — — j �• — — — — — — — CF'\V �•• V) w I \ \ PROP Ci \' \. PROP. 6" SAN. \ N0.\ \q Q \ / LI) CN' w � z QGQ� Z:ONCRETE PV T_ \- \C N J \ \ • \ SWR. ®0.55% \ . E/�/ \ S23 P / d / w v~i x w Gpa 25' 28' \ \ 42_3 � \• \.%Rp Cq w t PROP. 12" \R/SE FD \ \ E / ��Y Q \ \ \ \ \ \ \ H PE STM. SWR. y C' pI oo ,C/v c F Cr3 r �• d N BOLLARD A/o \Cp \ _ 14) \\ \\\\•\ C '"/\• PROP. 12" W.L. . PROP. RETAININGto eo \ \ \ \ \• Q \ WALL 40' 10' 10' 10' N 100' \ \ \ \ \ \ \ \•\ \' \ \ \ \ \ \ \ - I\ \ PROP. 12" GATE \ VALVE W/ 2" BLOW \ WE L \OFF < PROP. 12" 525' PROP. 2" WATER PROP. 12" LINE MOUNT H/C HDPE STM. SWR. PROP. 12" HDPE PROP. 12" SIGN ON BLDG. CO ! PROP. 12" STM. SWR. HDPE STM. SWR. HDPE STM. SWR. FIRE LANE I NO PARKING (TYP.) o i 0 0 PROP, 6" CURB (TYP.) Lo N RAIL STOPS _m PROP. 250' X 525' WAREHOUSE FACILITY (131,250 SQ. FT.) — — — — — — — — — — — — — — — PROP. 18" HDPE STM. SWR. a _S89'39'06"W 1298.17' FIRE LANE NO PARKING (TYP.) �- PROP. 12" HDPE STM. SWR. 18' I I i i -PROP. TYPE A-1 INLE{T. SEE DETAIL ON HT. C4.1 z I '= I o I � I I I =_ I I I N I I ID i I PARKING PROVIDED: REGULAR: 27 H/C: 2 29 6" CURB 6' 1 10' t 6' i SECTION: HANDICAP RAMP NOT fro SCALE g. T � 1ALUMINUM IGN / SIGN WITH BAKED ENAMEL PAINT.CBLUE W/ WHITE n�� LETTERS AND SYMBOL) txxv7!: ::.: 1- :II ID '-' 10'x18' ALUMINUM SIGN WITH BAKED ENAMEL iu PAINTXBLUE W/ WHITE LETTERS) 2 1/2' O.D. GALVINIZED POST, TOP OF CONC. 12' DIA. x 30' DEEP CONC. PIER ff Ii -A.C. PARKING SIGN SCALE: n,t,s, PAVED RAIL CROSSING — SITE= 98,917 S.F. TOTAL CONCRETE PAVING -,oOq OA Q w cE Lo 0 PROP. DRAINAGE DITCH `V 0 T.S. Of T.S. —... ... ...—...—...— — —... ... C.L. OF DITCH -..- ... .—._—...—...—...—...—... —.—..._...—..._...—... —... —... —... —... — ... — ... — ... —...—._—._—...—_. _. ... ... ... — ... — ... — ... — ... —...—...---- ... ... ...-C.L. OF DITCH _...—._—...—... ..._ NOMS REFER TO RONE ENGINEERING REPORT NO. 05-9946 FOR CONSTRUCTION CRITERIA AND SOILS INFORMATION. SHAPE SUBGRADE SURFACE TO FINAL GRADE. CONCRETE: 3,000 P.S.I. COMPRESSIVE STRENGTH O 28 DAYS 500 P.S.I. FLEXURAL STRENGTH 0 5 DAYS VATH 3 TO 5 PERCENT ENTRAINED AIR. 5" CONIC. W/ #3 ® 18" C/C E.W 4 4.- 6" LIME STABILIZED (7%) SUBGRADE PARKING LOTS AUTOMOBILES ONLY 6" CONC. W/ #4 ® 18" C/C E.W. 4 6" LIME STABILIZED (7%) SUBGRADE MEDIUM DUTY ACCESS DRIVES 7" CONC. W/ #4 ® 18" C/C E.W. 44 4 1. 4 6" LIME STABILIZED (7%) SUBGRADE HEAVY DUTY ACCESS DRIVES LEGEND +T19 EXIST. GRADE Q FIRE LANE (NO PARKING) HIHHH! PROP. RAIL ROAD ALL RAILROAD SHOWN SHALL BE REVIEWED AND APPROVED BY UNION PACIFIC PRIOR TO CONSTRUCTION BAR SCALE 0 15 30 60 90 SCALE: 1" = 30' PROJECT: OFFICE WAREHO ISE FACILITY FOR: POL I I(ONE CORPORATION REV ISSUE DATE DESCRa iION UNDE tW00D y.a � ESS e i ,,yyyy��ww��vv.�yY r✓ 7 r� Ski G li' Y ! I Y.�E S p1 �� 1 �a t'?x M1 `4 j S AiXr✓aV : \ 'i q ppr r PROJECT ^°T SITE y7,aq,xr,r ,,q x ,ea .�: rf Sar t� rix�'xfu�Cl' � 4 J' r� ` t � r n� �*+ ��SFf t i �� 4u�ru'��3'c;,, N.•, �, - 2222, "U �t�'� VICINI7 'Y MAP KEY MA P# 539-J FLOODPLAININFORMATION THIS TRACT OF LAIID LIES OUTSIDE THE 500—YEAR FLOOC PLAIN (ZONE "X"), ACCORDING TO =.E.M.A. FEDERAL INSURANCE RATE Mi P NO. 48201CO930 J; SAID MAP REVISED: NOVEMBER 6, 1996. BENCH' ✓IARK BENCHMARK : HGC �-)D 42, ELEV.= 26.1, REF.TO NAD 83, (GP( OBS — GEOID99). 0.3 MILES NORTH ALONG MILLER CUT—OFF RD. FROM INTERSECTION (F MILLER CUT—OFF RD. & ST.HWY. 225 AT P IARK TO RIGHT INSIDE SECURITY FENCE OF "DRAGO SUPPLY CO." LEGAL DI SCRIPTION A TRACT OR PARCEL OF LAND CONTAINING 13.273 ACRES OF LAI 'D OR 578,173 SQ. FT., LOCATED IN THE ENS)CH BRINSON SURVEY, ABSTRACT 5, HARRIS'' COUNTY, TEXAS, BEING OUT OF AND A PA IT OF THAT CERTAIN CALLED 206.990 ACR'' : TRACT OF RECORD IN THE NAME OF ST. J( E PAPER COMPANY IN HARRIS COUNTY CL _RK'S FILE (H.C.C.F.) NUMBER M032856 800 GESSNI R, SUITE 850 HOUSTON,', EXAS 77024 PHONE (713)789-2529 FAX (71 )782-3755 D, ttt '� PEE •Te � �'k it i *S'•• i ;1, .. lo' DANIEL F MARTIN 0.................... / 93 : i 1 F" SHEET TITLE SITE :'LAN PRJ NAME: POLYONE SHEET NO: ��•� DATE: 2/9/05 DWN BY: TOM T. CHKD BY: DANNY M. CONNECT TO EXIST. EXIST. 3" SAN. SWR_. _ �� 12" W.L. W/ 2" BLOWOFF- - - - - - - - -\ - „- - - SO FORCE MAIN VALVE TO BE REMOVED \ \ PROP. 12 UTy \\\ WATER LINE PORTER RD. ,- - - - - - - - - - - - - - - - - - - - - - - - - - - - PROP. 2" SAN. SWR. \\\\ \..\ \ q0 ��OO, ------ C�F�C ___s- N89.39'06"E 92 0' FORCE MAIN R•O ---------------------------------- T \.. EXIST. 12" - - - - - - - ---------------------- --� \. PROP. SAN. SWR. WATER LINE �/ _ _____________________ TP28.80-' :\` LIFT STATION _ �S'p i - \�\ TP28.40 \. 0 E ---- -- PROP•. 12 HDEP STM. SV�\ \. �39�39 // 30' B.L. - - - - - - - - \•\ \ �� \ \' \. TP28.50 / g N ; TG28.10 PROP. 6" SAN.'\•.\ �� \ cn w SWR. @ 0.55% x_j NwLd Ld TP28.00 \ \ TP29.90 �� \ a TP�9, 3��" • \ ----- \\\ PROP. 12\HDPE / PROP. 12" HDPE --- \ TP28.70 TP29.40 TG29. �\\ STM. SWR. j�• o \ STM. SWR. _ TP29.20 �'., `v TP27.10 � GMATCH RADE EXIST. TP27.10 TP28.90 TP29.60 TP29.20 v TG29� TG27.00 TG27.00 TG27.00 TP29.80 TP30.00 WELL � vv vv 'v• �v G -v• ,,,,iTP28.00 TP 0. 0 TP28.50 _ TP30. 0 P3 .30 e j 525TW30.80 \ \ \ \ \ \ \ \\\\\ J PROP. 2" WATER TP30.30 CO TC30.80 TP30.50 TP30. 0 LINE TP27.10 TP27.10 TW30.90 TW30.90 I \ TP30.90 I \ TP30.00 PROP. 12" HDPE PROP. 12" HDPE TP30.80 ---__ I STM. SWR. STM. SWR. TG29.40 ! TP29.50 TP30.80 TP29.20 / f � TP29.70 .�......j ............. I // NG30.30 I / I TG28.60-� TP29.00 V TP30.10 40' B. L. Of PROP. 250' X 525' o 1:12 MAX. N I SLOPE WAREHOUSE FACILITY SLOPE TO TP30.00 TG29.70 EXIST. GRADE o (131,250 SQ. FT.) TP30.80 TP0.10 F.F.= 31.00 •. ••• .• j I c I L j Q O I I Q TG29.70 o' I FP30.80 TR30.70 PROP. 18" HDPE STM. SWR. 525 TR30.70 TP!30.10 ........ • LOPE TO TP30.20 u EXIST. GRADE f TR30.45 TP28.00--\ TP28.70-\ :-TP28.00 : /-TP28.70 - TP29.10 TP29.10 ~ TG27.60 TP28.40 - - TG29.00 (N)12" FL26.44 TG27.60 (S)12" FL19.69 12" FL19.71 TOP OF BANK TP 28.40 ~ • /- TP 28.40 !! TG27.60 NG29.00 - _ 12_FL19_61 TG27.60 (N)18" FL26.00 NG29.00 : (S)18" FL19.46 TP28.00 TR30.45 TP29.10J TP 28.40 S89.39'06"W 1298.17' TP29.10 ----------------------------------------------- TOP OF BANK T.S. f...-...-.-C L-AF-DITEH.. ......-...-...-...-..._...-...-...-... ..-...-...-...-... ... ... ... ... ... ... ... I- --- - --- -...-...-... ... ... ... ... ... ...- Of- DfT-CH-...-...- --- _--- ... ...--- ...-...-...-...-... OUTFALL 19.30 OUTFALL 19.25 :•inIVWA �111104xz.] OUTFALL 19.15 ALL RAILROAD SHOWN SHALL BE REVIEWED AND APPROVED BY UNION PACIFIC PRIOR TO CONSTRUCTION LEGEND EXIST. GRADE +�19 TG- TOP OF GRATE TW- TOP OF WALK TP- TOP OF PAVEMENT TR- TOP OF RAIL TS- TOE OF SLOPE NG- NATURAL GRADE • • • GRADE BREAK BAR SCALE PER 0 15 30 60 90 SCALE: 1" = 30' PROJECT: OFFICE WAREHOU IE FACILITY FOR: POLE TONE CORP01 ZATION REV ISSUE DATE DESCRIPI ON UNDEF MOOD SS Yi E C rnt b! i x�xY� s 31 ,,.,t�3sr,4tr�4J et;!i,k a�. ,ITE 3 i {. 4yY77''�*ry Cx $ r d,'w`i- 4 M� wF LJ L 4 YE i i� S � �. f N a bF% ✓� � .r Y #DVc �u VICINIT e MAP KEY MA] '# 539-J FLOODPLAIN l WORMATION THIS TRACT OF LAN) LIES OUTSIDE THE 500-YEAR FLOOD PLAIN (ZONE "X"), ACCORDING TO I.E.M.A. FEDERAL INSURANCE RATE MAI' NO. 48201CO930 J; SAID MAP REVISED: NOVEMBER 6, 1996. BENCM [ARK BENCHMARK : HGC< D 42, ELEV.= 26.1, REF.TO NAD 83, (GPS', OBS - GEOID99). 0.3 MILES NORTH ALONG' MILLER CUT-OFF RD. FROM INTERSECTION 01 MILLER CUT-OFF RD. & ST.HWY. 225 AT M \RK TO RIGHT INSIDE SECURITY FENCE OF DRAGO SUPPLY CO." LEGAL DEI ICRIPTION A TRACT OR PARCEL OF LAND CONTAINING 13.273 ACRES OF LAN' ) OR 578,173 SQ. FT., LOCATED IN THE ENO ;H BRINSON SURVEY, ABSTRACT 5, HARRIS ;OUNTY, TEXAS, BEING OUT OF AND A PAR F OF THAT CERTAIN CALLED 206.990 ACRE TRACT OF RECORD IN THE NAME OF ST. JOI PAPER COMPANY IN HARRIS COUNTY CLERK'S FILE (H.C.C.F.) NUMBER �032856 800 GESSNE 2, SUITE 850 HOUSTON, T =XAS 77024 PHONE (71 3)789-2529 FAX (713 782-3755 _��...xv ❑F, l++ � 11, ♦�: ,t+ DANIEL H. VAR IN /............., ,...... :00 r SHEET TITLE: DRAINAC E PLAN PRJ NAME: POLYONE SHEET NO: DATE: 2/9/05 CIO BY: TOM T, CHKD BY: DANNY M. EXIST. INLET TG29.02 30" FL=20.99 18" FL=21.50 / ------ --------------- EXIST. 12" W.L. EXIST. 3" SAN. SWR.------------------- ���� �' ��\ PROP. 2" SAN.--\ �•-\ FORCE MAIN \\ SWR. FORCE MAIN \ _erg --- -------- \ - ----------------------------------"PROP. I- SAN. SWR\\��� ��� �•� r/ ---------------------------------- -- Imo\ �•� ,. LIFT STATION �, \ \�'� •-\..c �.• \ \ - \-"\•. - - - - - - - - - - - - - - - - - T'^ - �'-�- - - - - - - - / TG128.10� � i l� �•"� �� �• \ FLU 23.22 \ 86 �c �.� •�- �� CF; , •�_ \ E® N CONNECT TO EXIST. 1 A. e 0.3pq �� �••� ��"'�., 12" W.L. W/2" BLOWOFF 1 h0 0.18 _ \\ \ 3.49%VALVE TO BE REMOVED --- 0.52 Q 735 i FL224.027 \� \ cam^ OQ , 2.94 i ® TG29.10 2: IH\ \ \ \ \ \ \ - o FL=21.97 FL=22.10 D ( FL=23.48 L' TG27.00 F/ ' cs TG27.00 TG27.00 , o PROP. 6" SAN. PROP. 2" WATER 0.45 s .�^ WALL SWRj ® 0.55% LINE ' v I I ( I ( 1.23 TG28.60 FL=24.35 - EW 85 LF-12" HDPE®1.00% 1.35 yQ ! \ \\\ \ FL=21.93 CONNECT BUILDING ROOF At I \ FL=21.84 9 85 1 DRAINS TO STORM SEWER v FL=21.88 1 O I \\\ 25 LF-24" HDPE ® 0.175%' CO (ROOF 1) Ads I \\\\ \ 25 LF-24" HDPE @0.175% FL=22.02 i 0.71 0.10 ©° I \\\\ FL=22.06 i 2.1 0.91 0° TG29.40 \\\\ 1 -H- I FL=24.58 o I \\\ 1 F.F. = 31.00 © TG29.70 + 0.08 ----------------_------- ------------..._----- -- l_•--------------------------------------------------- FL=24.88 '--.-" 0.58 i 1 ° I + o i ® i CL 1 - i I N 1 I TG29.70 1 r - FL=25.24 CONNECT BUILDING ROOF 0.09 DRAINS STORM SEWER , CONNECT BUILDING ROOF I (ROOF 2) DRAINS TO STORM SEWER 0.31 0.71 i JUNCTION BOX ' W/ GRATE (ROOF 3) 0.79 79 12" FL28.00 ! 12" FL28.00 2.55 ' FL=25.34 }I� L 2.55------- {"`l 1 C) + m rtt t ------- t- - - - - - - - -----i'- - - - - - - - - - - - - - - - - - - -+--- c� TG29.00 �\ ' min + TG27.60 + ---------------- 0.43 1 0 = 0.23 , 0.46 , (N)12' FL=23.50 Q O 1 O , 12" FL19.61 (S)12" FL=19.68 G�\ 1.42 K 1 M 5.55 , 1.51 + 1 ' TG27.60 TG27.60 (N)15" FL25.00 12" FL19.71 > > > >-------------------- ---- FL19.66 �., ------ a- ---------------------- ti- ti------------ ti------------------------------------------------------------------ o OUTFALL 19.30 Nc T.S. -_.-...-...- ... -...-...-...-...-..._... -C.L. OF DITCH-...-...-...-...-...-...-...-...-...-...- T.S. POLY ONE - UNDERWOOD BUSINESS PARK, LA PORTE TX STORM SEWER CALCULATIONS 3-YEAR DESIGN STORM Z_ OUTFALL 19.25 Z_ OUTFALL 19.20 INLET A INLET B 0.090 '' 0 fl90 0 85. , ., ` 0 3i ;D 309;' 91 12 ._83,-: 0.012 0.400 2 440 2,P -I 29.70 INLET B INLET C 0.080 0170 0,85 0 27 0 579 * 76 12 0 8 .? 0.012 0.400 2 44 31 i 0'30',:: 29.70 24 88 24 INLET C INLET D 0.100 A 270 ; •-' 0 85 3 0 34 0 912 77 12 0 8 0.012 0.400 i A4., " - 31 ! x` , , 0,. ,T�, 29.40 24 58, 24.27 ` f 3 82 INLET D INLET E 0.100 ,0 370 „r 0 85„ , 7 0,33 • •; i 231z' 135 12 , 0 6 + ;= 0.012 0.400 2.44 3 ,- 311"s 0.54i: 28.10 83,,, INLET E INLET 0.520 0 890 . - 0 $5,, , .� 1171. i 935 : 86 15 0.012 0.300 8.83�'=� 3:13.;r fl25�f� 29.10 ' 23 48437,-,, INLET INLET G 0.180.'3489:: 107 15 1.2 _., 0.012 0.30032 • 28.10 ;;23 22 , • , 22 9,p ;:363 - ROOF INLET 0.710 =OZifl, ,.-t085 227 _2272"-: 285 12 08,:` 0.012 1.000 2. 30.90 25,00 23,15_390 ._ INLET G INLET H 1.350 3 t3A� .°'0'86, , .... 425, ,_ 848.?= 175 24,, 3,1 ._. 0.012 0.175 f0.25,. . ,327i_; • p,3J3` 27.00 INLET H EXIST MH 0.450 3.580.'? 0.85 ;� �140. ' �a1:T41' 137 24 �.1 0.012 0.250 1225 ' 3.90 . -03$! 27.00 „ ? 2�,84 , ' , 21.50 <.3.16 11691 1 5.59 INLET I INLET J 0180 :{ 0 i80' 0 85 �0 61 b 8075 ' 212 12 0 8' 0.012 0.400 2 44 3 11 5 ' 0 $5 28.60 24t35 ' 23.50 INLETJ CHANNEL 0000 `:.D180 .'?0$5 --,;000, „U602;,t; 84 12 08 0.012 0.450 259 _- ,330 _ ,038" 29.00 1968, 19.30 296 1 1 1 1 1 1 1.23 INLET K I CHANNEL! 0.430 Ia 0.430- (` .,; 0 85 1 - -1 42 ,: (.:. 1-496 = I 102 I 12 I, . 0.4.19.25 j, 7. 102 6 6 ROOF 2/3 INLET L 0 790 - 0 790 0 85 2 55 2 552 258 12 0 8 0.012 0.450 2 59 30.50 28 75 25 59 75 INLET L INLET M 0 710$19,�- 68 15 { 1 2,, 0.012 0.500 �,4 96 ,, 4 0 34w 30.50;26 34 25.00 3 91 INLETM CHANNEL 0.230 1730 , +• 085 074 6548` 102 18 x 18� •i 0.012 0.450 7.63..: 9,32;, '0A _,Yj 27.60 1966, ,. 19.20 429 1 1 1 1 1 1.96 102 12 0`8, 0.012 0.450 2 59 3 30 , ,040 102 0.46 OUTFALL 19.15 T.S. - - - DRAINAGE AREA 0.46 ACREAGE 1.28 CUMMULATIVE FLOW (IN CFS) BAR SCALE 0 20 40 80 120 SCALE: 1" = 40' PROJECT: OFFICE WAREH )USE FACILITY FOR: POL YONE CORPORATION REV ISSUE DATE DESCF PTION :RWOOD MESS`'; . f ✓L =i ! _ 5 L FX� q 1 4�� � � y � `�Z "��'i^✓r� t fN �r fl+<r PROJECT a r,J,it 04�}�`'4. J' Y Mti c✓V'a SITE *r t✓ �? `ii4 s eg`'s t x 2-�-mt k ,, r° st c ja � ' � 5 � {�f�. fYJ.. ".%{S1 in r )�`���" •. ( 1 't ?tS y ^n 3^` ej _ ` 3x�� a -fW 57 tff�s tce �s • µ� � �f ¢¢r � VICINI CY MAP KEY NL kP# 539-J FLOODPLAES INFORMATION THIS TRACT OF L� ND LIES OUTSIDE THE 500-YEAR FL00 ) PLAIN (ZONE "X"), ACCORDING TC F.E.M.A. FEDERAL INSURANCE RATE NAP NO. 48201CO930 J; SAID MAP REVISE[ : NOVEMBER 6, 1996. BENCI MARK BENCHMARK : HG ;SD 42, ELEV.= 26.1, REF.TO NAD 83, (GF S OBS - GEOID99). 0.3 MILES NORTH ALON N; MILLER CUT-OFF RD. FROM INTERSECTION DF MILLER CUT-OFF RD. & ST.HWY. 225 AT MARK TO RIGHT INSIDE SECURITY FENCE 01 "DRAGO SUPPLY CO." LEGAL D ESCRIPTION A TRACT OR PARCE_ OF LAND CONTAINING 13.273 ACRES OF Lf ND OR 578,173 SQ. FT., LOCATED IN THE EP 'OCH BRINSON SURVEY, ABSTRACT 5, HARR1? COUNTY, TEXAS, BEING OUT OF AND A P RT OF THAT CERTAIN CALLED 206.990 ACI 'E TRACT OF RECORD IN THE NAME OF ST. , DE PAPER COMPANY IN HARRIS COUNTY C_ERK'S FILE (H.C.C.F.) NUMBE ; M032856 s e 800 GESSP ER, SUITE 850 HOUSTON TEXAS 77024 PHONE (T13)789-2529 FAX (7` 3)782-3755 IF eX9�* i �+ �......... iO DANIEL .........� H. MARTIN ♦.... ............ i .�i 8 1383 ` r SHEET UNDEIP GROUND TITLE: UTILIT IES PLAN PRJ NAME: POLYONE SHEET NO: CIO DATE: 05/03/05 DWN BY: TDM T. CHKD BY: ADAM K, 00 R011D /y/v ------------------------ --------------- (700, Fjc . PORTER ROAD /y. 0 12 1H ± ®3' O.C. (660 SQ. 1�1i) \ 22S ------------------- 8 1H 0 3' O.C. (450 SQ.FT.) - v GRASS AREA TO RcmAiiv (25,000 10 1H t 0 3- O.C. (455 SQ.FT.) 25 1H t 0 3' O.C. (405 SQ.FT.)--- 12' I L 40 DOL ± 0 6' O.C. (3,000 SQ.FT.) HYDROMULCH ALL OPEN AREAS [in a 0 0 a a x 0 0 C_s� 10, 7 HYDROMULCH ALL OPEN AREAS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — IN 1011011100116411110 IMP] 0151101 ILI LANDSCAPE LEGEND 12 30 GAL. SHUMARD RED OAK 4 30 GAL. CLUMP RIVER BIRCH 55 5 Gal. INDIAN HAWTHORNE 40 5 Gal. OLEANDER NOTES: 13.273 ACRE SITE — 6.0% = 34,690 SQ.FT. REQUIRED LANDSCAPE AREA 35,340 SQ.FT. LANDSCAPE AREA PROVIDED BAR SCALE 6 25 50 160 150 SCALE: 1" = 50' — r-, PROJECT: OFFICE WAREH( USE FACILITY FOR: POLVONE c OR% I I c I )N REV ISSUE DATE DESCRi 'TION LIND BUSI RWOOD 4ESS PROJECT A g'gp, go'l 0"'i SITE V qt, VICINi ry MAP KEY Mj,P# 539-J FLOODPLAIN INFORMATION THIS TRACT OF LA \ID LIES OUTSIDE THE 500-YEAR FLOO1 i PLAIN (ZONE "X"), ACCORDING TO F.E.M.A. FEDERAL INSURANCE RATE M�P NO. 48201CO930 J; SAID MAP REVISEE: NOVEMBER 6, 1996. BENCE MARK BENCHMARK : HG '.SD 42, ELEV.= 26.1, REF.TO NAD 83, (GF � OBS - GEOID99). 0.3 MILES NORTH ALON 3 MILLER CUT-OFF RD. FROM INTERSECTION )F MILLER CUT-OFF RD. & ST.HWY. 225 AT VIARK TO RIGHT INSIDE SECURITY FENCE Of "DRAGO SUPPLY CO." LEGAL D. E.ISCRIPTION A TRACT OR PARCE - OF LAND CONTAINING 13.273 ACRES OF LA \ID OR 578,173 SQ. FT., LOCATED IN THE El' OCH BRINSON SURVEY, ABSTRACT 5, HARRIrl COUNTY, TEXAS, BEING OUT OF AND A P) RT OF THAT CERTAIN CALLED 206.990 AC[ E TRACT OF RECORD IN THE NAME OF ST. , DE PAPER COMPANY IN HARRIS COUNTY C _ERK'S FILE (H.C.C.F.) NUMBEI' M032856 800 GESSt ER, SUITE 850 HOUSTON TEXAS 77024 PHONE (713)789-2529 FAX (7- 3)782-3755 SHEET TITLE: LANDSC APE PLAN PRJ NAME: POLYONE SHEET NO: UO DATE: 05/05/05 OWN BY: ADAM KING CHKD BY: DANNY M.