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HomeMy WebLinkAboutKROGER SITE PLAN (2)i p li If 1 z ¢ cc a U W Z J 7 Ozl y i m g 9 CD 0 7 I ¢ ¢ 0 O n ❑ a I I � I � � I I a , ......ems Ii O 1. 1^ J U 3 W z _ ¢ h O c a z � z z ¢ 4 a p w n � o a U o ¢ w I e4 W I � I I 7 i \ I PUBLIC UTILITY INFORMATION SHOWN HEREON IS BASED ON _ W FIELD SURVEYS AND PLAN INFORMATION AVAILABLE TO THE 30' F.C. 10' F.C. ENGINEER. TO THE BEST OF THE ENGINEERS KNOWLEDGE J THE INFORMATION IS COMPLETE AND CORRECT. OCCASIONALLY Q SOME UTILITY EXISTS WHICH FOR WHATEVER REASON IS NGT WZ REFLECTED HEREON. TO INSURE THAT THE ENGINEER HAS � ip ADEQUATE TIME TO RESOLVE ANY CONFLICTS OR SURPRISES dp 3 IR. THAT MAY BE ENCOUNTERED. D IS REQUESTED THAT THE (- oZ I.R. EAST 266.00' CONTRACTOR DIG TEST TRENCHES AT THE STREET RIGHTS - OF -WAYS p� U ECT AND CONFIRM THAT G CURB W ALGRAVITY VTiUtt uNES ASP ESG EO WILL WORK. My 20 ECURB L` 16• UTILITY ES4T' CONFLICTS THAT MAY BE ENCOUNTERED ARE TO BE REPORTED I Z NTO ME M w0 -- ------ I IMPORTANT ENGINEER THAT THIS TEST STRENCH BE PERFORMED WELL .a PROP. DRIVEWAY FOR BEFORE THE PLUNGING CONTRACTOR CONTEMPLATES CON - ADJACENT LAND OWNER o BEFORENG THE UTILITY BIN 50 THAT MAXIMUM DESIGN FLEXIBILITY EXISTS IN SOLVING THE CONFLICT. FAILURE TO PERFORM o I OF OF�CONTRACTOR TEST HRC TS TO CAS LAM ANY MUL RESULTEXTRAS FOR SLOST 80' R.O.W. - 12' TIME ON THE PROJECT. LIKEWISE SHOULD THE CONTRACTOR 34 29• START UWNG THE URUTY FROM THE HIGH END AND SUBSEOUENRY F TO' a DISCOVER A CONFUCT AT THE STREET AND HAS NOT PERFORMED ¢ O THE REQUESTED TEST TRENCH. THEN IN THAT EVENT ALL o PROP. CONC. PVE(T. F- o H- z W i EXTRA COSTS TO CONTRACTOR.RESOLVE THE CONFLICT SHN L BE BORNE W LWi:t Z - m TRUCK WEAL- ]6' I o o z 0 0 L = 18.27 Imo- aoz w o fiD' I N N zu BENCHMARK* (NCM OF 1929ta78 RELE� EIFV= N8o ^ zm a 5 = wo TOP OF OPERATING NUT OF 1st FIRE HYDRANT WEST OF HWY. 146, EAST 80.00.th�� 39.311 'On N Fo NORTH SIDE OF FAIRMONT PARKWAY. y� (who s/R'w. 3/ 164.69' - 1 T.R-M. NO, 1 E�FV.v18.4f V G 12.46' - I HWY. RAILROAD 46, NORTH SIDEROFWFAIRMONT PARKWAY. POLE WEST OF 79.54' 60' R.O.W. m 60' R.O.W. T.R.M. AMN 9 EI FV._17.81 m 'u NORTHEAST BONNET 80LT IN TOP OF FIRE HYDRANT AT 13th STREET, 7o NORTH SIDE OF FAIRMONT PARKWAY. N 33 S ') F.F. 1.37F.C. jT - 2.46 SCALE: 1"=30' �I x v . p z 294.23' 6 DIAMONDTELL, INC. 0 I -PROP' DRIVEWAY FOR ADJACENT AND OWNE H.C.C.F.C. N0. R291815 S N 1405 M.L. KING BLVD. o I DALLAS,TX 75215 rc PROP. DRIVEWAY FOR ADJACENT LAND OWNER 0 . N O U U f �❑ t EAST 266 IR. 3/G'LR I z1.I J WEST r STREET 60' RAW. 2.46 1' 24.96' b;n b b ;gb 0 0 m m -al 1 yl 0.- O O -O b Q 7 42' 1.32' 28.26' 9s k4.04. 7.98 PROPOSED FUTURE SPEC. RETAIL w �Ef E OF C3 p LOT 2 ALK . 20744 ACRES Zx CURB W � " 0 � n --- - • . -----.-.---- EDGE OF PMIT. 40 rTES• un,I ESMF.�------_- J__-____-_-_____ NO CURB .-r --- M A /P A PAINT STRIPE - • EDGE OF PVMT. 7 266.00• NO CURB / /CL i -__-_____-_______ is-UTILITYESMT.3 S R• I.R. --�•� ---�- ---- WEST 160.G0' m n po W m W b ` n W Z O II moo=N /m Zm ei = z W • wo - e� 4.50 i 5 30' i 6. 16.50% 24' 4 0' 63, 57' 106, 60' R.O.W. LOT 3 PROP. FUTURE 0.7346 ACRES SPEC. RETAIL CAPE ISLANG UREIS O _ TYPICAL o N $ N PAINT STRIPE ENO x ,• CURBS PROP. CONC. PVMT. GvC Sa' RNq. Iiw :�Cl✓4'aCR P41RMG V \i PROP. GONG. J_ DRIVEWAY 30, GIRL 13-r AMYA wort GuL 13'-s5M A*PA. wmt 52.50' FAIRMONT PARKWAY R.O.W. VARIES Gal. EAp R.5' 11' GaLop � T R.5 PAVEm 70' WIOEN ESP' OPENit 3 o OF P` EDGE PROP. ASPHALT P3. n 100' fi a Rs3LEV00 U. E a' TURN LAN m. 10 MF+� P+ t GaL 25' PROP. 8'-WIDE 70LF. MARKER WHITE N N 0 n B 1s"' aM• Pm' L rn Gat } U/ p m i 3 = M z d, 5f 28.48' 87.67• 7 55, B 44' P. iB• 18 46.4 21' 28.26- - FENCE ;n ^ P Q i PROP. CONC. PVMT. / b 39.31' EAST 326.00' b b 3/C IR. - N 0 33'I F.F. 10.3 'F.F'I CU V I I I 6-C 8 ti S2 PA ATFB 00' I tm 35'F.C. 29. FC. O . I I l l I I l I LL 10' 5.5'E 10' 2 o zo ,o PROP. CONC. PVMT. ry 30-F.C. . 2 "I iz 268.31' F.F. ^ _ 59' F.C. Z I \' 9 • '`o \ \ \ \ \ \ q \ \ \•\ \ \ m a m �\ SPA. 248.42\\ ^ 24 wm b EQUAL = \' 22 VaUAL SP¢= �26;6�T' \ \ q .• m \�, MON SKIN " 0 z 4 N LL W W j I Q\• a \\ \\ \ \ \ \ ALL WORK INSTATE R.O.W. TO CONFORM PROP. CONC. PVMT. If'.' b In LL Ala swl it WITH TXDOT PERMIT II WORK IN STATE R.0 OtI IREMOTis. NO . TO BE PERFORMED b n b ri 0 11 PRIOR TO ISSUANCE OF DRIVEWAY PERMIT. N n LANOSC E GLAN05 WITH CURB m ,.I m -�"�- n N m --%� L-16' UTILITY ESMT. 6'CURB `,\ JCAL EAST 200.00' y: ^ '.Y 5of H Coz 11 I I N •- 5 EQUAL SPA- .964-'•• iO \ ++ r` ' 8 EQUAL\SPA 83,1. 411*\\, 30' F.F. 29' F.G N t \ 46.50' F.C. 100' F.F. 25' F.F. 5 F.Q. LOT 5 (QL u W mu+ LL n o - 0.6198 ACRES / ( \ ' � e UAL\SPA\.-+ 53,14\� x q EQUAL 9PA=\83. tQ'on o x z 0 ID W n N O N LL - / N ,!1 m N Z I; GCURB Eyo 0 _ - 25F.F. 25' 3' I a t URB 7T6.9 H •f al ^ 0 FR FI' ,UTILITY ES 3/C LR. B T 9' .00 N WEST 200.00' ^ CO1t'` W Q L_ 0. / EAST 150,00, c f pea MmR,wn1 175• 5' F.C. 3 u m LOT 1 ai 55 ACRES m m APE ISLANDS C 67 CURB / z YPICAL I 1� LL PR(1P FONT PYNT N m I (U O 0 PA .^ CU(IB I A7 aN 13.50 35' F 5'f C. u . FF C2J 6 q LL EAST 347 00' 23' R. JF.F-. PROP. CONC. DRIVEWAY 75' 20SAWCUT T.00 purl Gkl. Core Pm 6'CURB Gal Aynart Ptnl. 8 �w.-6CUR8 P`1MT-_-__--_-_--_ 11.5' F-F r 350, PROP. Er CONC_ --- LOT 4 87 ACRES EXISTING CHEVRON i a IAVIIRrnnl Gat. C. P, t NT PARKWAY 0 = N_ U Q 8 1- t!1 - @ } Z t d W 0 W f- OP. ASPHALT PAVEMENT P. R> ____ -= ___ --_-- P.1. W/CURB FAIRMO PROP. 50 LF. 6•CURB /� ,10• - ��--_ REMOVE T PVMT. STRIPm Gac Calc. w.nf. r P.C. SAWCUT P.C. Rs500' -�P I 100' TURN LANE N co t00' pmc ax" GaL Corso PROP. LEFT yak 0 ' 4Z Gut MDSAX L zt I b 6 W Z Q CONSTRUCTION OF LEFT TURN LANES, ESPLANADE OPENINGS, AND 2e STORM LINES IN FAIRMONT SAY R.O.W. TO BE PER PROJECT PLAN PROFILE DRAWINGS. 0 wims �c:w F N Lu a p Z O 0Z5 LLI 0 s i KROGER-FAIRMONT PARKWAY CENTER U M w 10.9040 ACRES OUT OF THE 0 LL JOHNSON HUNTER SURVEY, A-35 LA PORTE. HARRIS COUNTY. TEXAS OF f`.1e sT Cobourn Unseisen & Ratliff tttyi civil engineers • survey • Planner • arMitects Iltii 0 F 5801 Dierker Drive TEL : 462-0993 77041 FAX 462-2732 SIO C='1 Houston. Texas : yyj PROJECT ENGR: R. SCOTT SCAU• i'�30' DRAW- R. SALINAS DARE: i2-0h4J A $ I tl JI 1 c CLR 95-147 1 I r I j a I z o ��rr- U W M Id z o Q _Lc a LJ O Z M aw o Q o o � j 0 0 g r I _ I I D I _J Q U w I 1 z �a o � o , a toz , O 16 ffi o 0 a iv I� W o = CIO iz j W(JD is I e4l 00 jI en vM-I e4 I l f I I \ I I� R.O.W. I WEST "I" STREET 60' R.O.W. its + Eat. son UK r Poa .7"n Jo's IL.ef Xl'x iLam a- W O W W w PROP. 130 LF. W CURB WITH 1.50, FTG. b F oz N 80 zM 6 CURB TP.17.40 TP.17.10 CURB TP.16.60 CURB TP.I6.T0 1 z H tlo TG.15.80 -----------TP.16.50-�I��tnlLrTY ESNr. --- K) IYFL12.91 TP.16.00 TG.15.80 243 LF. It P.V.C. AT 0.36% TP.16.00 TP.18.30 TP.18.30 r- `E:--= PROP. CONIC. PVMT.' ( tYW. FL12.04 y by TP.16.20 c I ITS. F .12.04 +1(p' 17.00 ,a° 0 80' R.O.W. lseeso Ts.l8M I^ TP. 7.00 ^ :a +Ina TP.t8.y0 tA.50 PROP. CONIC. PVMT. F I i 80 LF. 15• P.V.C. ...�F412.60 q R .+ WEU. TP. 7.00 ATP.016.70� i4 'a' +'by 6 LF. tY i1 I TO.14A0 `RUCK + PVC AT p TP.16.45 PROP. SWALE 0.36X *Jess P•14'S ( - 0 40 LF. It JUNCTION BOX FL,6.2 m 'i D.I.P. AT 0.30X 130 LF 15' P.V.C. AT 0.227. 15N, FL 11.36 =+ 1S'W. FL11.86 " TP 14.50 TP.17.20 TP.17.20 0 0 0 21'S. FL 18.27 TG.16.00 rn 8'FLizsD o I „ BENCHMARK: (NGVD OF 1929. 1978 RELFV) ELF1/.>• IVFL.13.50 'a 10 LF. 8' IYXB' REDUCER 15'X1Y REDUCERFG.TOP OF OPERATING NUT OF tat FIRE HYDRANT WEST OF HWY. 146, 78 7.5 FG.17.5 D.I.P. AT 8'FL12.55 tYFL12.27 ti o: F- NORTH SIDE OF FAIRMONT PARKWAY. s 78 LF. lY \ TG.16.00 0.50X 1YFL12.39 15FL12.15 1- I r �a P.V.C. AT 0.3 1YFL13.22 �o- 0 W W T.B.M. NO, 1 FI FV.-16.46 CONNECT DOWN SPOUTS ( z W z ONNECT DOWN SPOUTS TO UNDERGROUND DRAIN o ao RAILROAD SPIKE IN NORTHWEST FACE OF 2nd POWER POLE WEST OF TO UNDERGROUND DRAIN LINE WITH 4S WYES I Oz HWY. 146, NORTH SIDE OF FAIRMONT PARKWAY. LINE WITH 45 WYES O N oo zo T.B.M. N0, 2 EI_EV.-17.81 o tO = Crz NORTHEAST BONNET BOLT IN TOP OF FIRE HYDRANT AT 13th STREET, ooe, F ( x N O NORTH SIDE OF FAIRMONT PARKWAY. anU O � 00 u 60' R.O.W. < r to SCALE: 1'=30' HATE MAXIMUM 5% SLOPE a DIRECTION OF TRAVEL N ALONG A DESIGNATED 4 ACCESSIBLE ROUTE. ?tr J F.F.18.50 MAXIMUM 2X SLOPE IN ANY DIRECTION WITHIN ACCESSIBLE PARKING / TP.i5.80 TP,16. 0 6' CURB 17.15.30 CCURB T 1 .00 TP..16.PL i t a ti'y y � O O I 4 + +`tr +`b +,b +,tr +lb +`b' ^ `a +'tr` +raD +''+tr +' +^ a- REMOV SAH. M.H. TG.15.20 )� -ABANDON 8' SAN. SWR RE OVE SAN. M.H. ABANDON g SAN. SWR '- 1 60 SEE SHEET C-3PROP. CONC. TP.15.45 15.30 -- f SEE SHEET C-S. ras F112.70 ., .115.7 ,.SE SHEET C-3SEE�SFiEEI"C-3. _ �E,;K, r so,,, s,,. rn-�TP.15.75 Fat soe uEwesv. ux LF P.V.C.PROPOS€D EUTUR€ SP€E. RETAIL n 'ela\ /1�Ir F m a aj70� AT A:31LOT 2_- 2.0744 ACRES 1W.1 w TW.te.50 �iWeB.50 < d 16'sp TP.15.7 TP.iS.15 g 3 / ras Tw.l 6W.t Jae 1eP ,1! 4 7P o x+ N TW.18.50 Ott ... .. .... Eµ0 OF gay 8'FL�I4.13-�P tat0�16 tO tw.tdt tW � 17 6p �tri tr� iW.ta.10 11.0 !,s UTILITY SIUM \ / PAINT STRIPE ' �--'/ EDGE R PVMT. FLI3. NO CURB 8'FL13.50 41 LF. T5 P.V.C. 1YFL11.50 TG.16.00 AT 0.22X 24FL11.19 1 7 LF. 10' P.V.0 AT 0.31X 10'FL13.50 1 YFL11.59 y d at. PLUG END 16.30 s1 TP.16.40 -------------- ` _�-- re' UTILITY ESUT. LEAVE PAVEMENT REBARS COvmm - PROTRUDING IT (TYP.) FOR tc 14a PAW FUTURE TIE-IN. WRAP EXPOSED � REBARS IN ROOFING FELT. ti t m a 'on. rL c a I Is, IV PROPO ED PROP. FUTURE + OUTLOT O. 3 SPEC. RETAIL m 0.7346 A RES EDGE OF PVMT. NO CURB TP .50 TP. 6.20 TP.16.5 TP 6.15 S/W ^ TP.16.40 `5.90 CANOPY 40 LF. 1Y P.V.C. AT 0.30X IYW. FL11.S na 1 YFL i 1.62-► PLUG ENO 1 FL.54 +tt! +Jy .1 TP.16. 24FLIO.B4 1 ^� (wit ff etAZ am � TPIl§:I ,as - 75 LF. 24 R.C.P. AT 0.20 Eat San Y,t rW Idrn I . FSL r trae,r Iix. re` -m ar2aaa ` -_-_ TP 6.E ----------------- --- - rest sear. a.u+cmr�- ua C............ avr..... ..................... - raa+ rrn,ap mw. Ir aGv rrx.lap as+ Drryrap +> tea-• . "-" . �:�u - . ua . rv+ a,tw F"O' ITN (ov, PROP. TAP BANK sy, 1Se la Ala) Jr ar✓. rau rue Taro "� I.a> a PROP. CONIC. DRIVEWAY +lua +rare ram+ +')'1° +raw + 30' n..e REALIGN EXIST. DITCH R=10' FAIRMONT PARKWAY R.O.W. VARIES r15.0 wE* man IaD iP. w+'"e Ise '- a-+ �__�. -- V.17.26 11' c, r6 EOGE OF �Mt Rc500, PROP. LEFT' RH �E nxa WLDOPENING n' Tp•t7.6O aeI +Hal 3p0' ZVI + n.>a 100' N nn R� 100' a nee p.l. d ne3 I t; �, g-WLDE t .p � e° o: o• 1"y MARKER + la,a P. PROP. 70 ' WHITE PAVEMENT *'a16 rate LANE P11 M% ASPHALT less PROP. LEMx'�R ON g HOT CtOMPACT m BjSE LHjME o ALnWI KNESS OF �'. ....,+ SUBGRADE TO + Ia0 + lad + la> + let + Its TP. 6.30 6 LF. 1 TP 5.30 `?'_ P, LANDSCAPE ISLANDS WITH 6' CURBS (TYPIC TP.16.10 I �TP.16.00 '�-�"�TTTPPF TG.15.90 IYFL11.48 1� iW.,6.50 /\ N.18.50 7 'FL74.26 d.4,.t TP.1 52 LF. P.Y.C. it>r�E]I•EW 12'FL \\ ` TOTS. 24N. .1 .50 24 S. by 4 -- �16 IfTY 61lT.� f n,! l.. _. CARPORT IJCTr +• PYLON 51Ctt ,b IT'FL 00 '�•yN + Lau+ IIfFL 1.70 'e TC.15.20 s TGA S.00 ' 21'FL 1.45 10•FL12.47 b PROP. CON tS0 o i ALL WORK IN STATE II 24FL 1.45 12 LF'. P.V.C. AT 0.3OX IYFL12. 174 lY P.V.C. AT X 1YFLI2. AUs li Use, Sir WITH 4 WORI(W bTA�RO T .16.60 TPA 05 Ica-TP.15.55 9- - e�� TO 0 .SOX TP 5.30 4CUR8 TP.1 le• UnUTY ESUI- .30 o e y ra r tr +la) +less `aa+ rat+ ror. `D +laa TP17.10 TP16.5 16 Un Kr. 25 LF. 10'� IOrFL12.70 -- >K --- P.V.C. AT 0.38X PLUG END c O � o o EXIST. BUILDING, PAVEMENT, AND OTHER FACILITIES r*i ON OUTLOT 3 TO BE REMOVED BY OTHERS. TP.16.55 ¢ T.16.65 1 .00 .T6.55 m `u PROPOSED d OUTLOT N0. 5 I° as ap 0.6198 ACRES '� Ra a g 9e 4 as ICJ 17.16. 5 TP.16Fs TPA 6.20 TP.16. b 11 (^ 11.24 G. ✓5.70 21 . 10'P.V.C. m rsa � 1.24 F12 .7 ONE-STORY - TP. r aese lP. PL 0 Aiss V ate, IS) -. H +ra + Ia+ +law +less O PP. ae rie PROP. TYPE A INLET .' Islam �" alaul TC.ISAO q 'it" � atas) ,.; cls re cl s4: 24FL10.69 slam G'ap )s ara Gran + 10.m ILlab Glaw 22.50' taw Cpis. P.mt. A rcrav ! GIs.Ds ,5 l7 Faiec 17.03t vvra a,aw � claxt SWR6 ___-_ PROP. ASPH. PVMT. R'350' PROP. S CONIC_ PVMT. ft O� u1 li R=10' +,saes = -• sia P.T. PVi1T- 57I6P W CURB clam 0 P.C. RI` , .lam ytYfCUi� PC at RpIpVE 2•+1a>a ra+o P.1. (URN LANE PROP. LEFT lam N rae++ Fatl AVAne Pwa ram+ �gpn, Flit IANADE can nn YJ rIIJ n StDr o ""' PROP. LEFT TURN LANE PAVEMENT TO ny BORE PROP, 24' STM. LINE BE 8' REINFORCED CONCRETE ON LIME UNDER EASTBOUND AND WEST STABILIZED SUBGRADE COMPACTED TO A c BOUND LANES PER PROJECT THICKNESS OF 9' MINIMUM. PLAN -PROFILE OWGS. OFt sr KG,. sy,+ sw. 24 10.45 + '�- +rsa +'� +'a) +,sa Ilia saes. MA E fie? e ka+f ]07L � 4l aI ar21aJ0 N•iL rest= n rat 10. _• PROP. SYN. M.H. ON - '-_ EXIST. 54 STM. SWR. ra* ro 24FL9.40 la4 'M rsa EX. 54FL9.35t CONSTRUCRON OF LEFT TURN LANES, ESPLANADE OPENINGS. AND TWO 24 STORM LINES IN FAIRMONT PARKWAY R.O.W. TO BE PER PROJECT PLAN PROFILE DRAWINGS. I i z 0 U z U O W 0 z 1 FZ E � � o ao m �M W O W w W N N m N N - N A 0.38X 8 a 728 LF'. 1Y V.0 AT 0.30X 1YFL12.6 IG,FLI278 METAL BLDG. _11 o . S•80 ,&ato P•16 5 TP.15.85 ,o-o+ 1 .65 PLUG END i ku ± 9; 0 to G t./ i 2 m 0 G F- yN t- I PP. GY 14f� `v, F 11 6' CURB TP.1 .30 P. 5 Y _ •s.ene•..c W ��a' 1 LF'. 10' �1 FL12.88 pp iC ~ z yy P:1(C. AT 0.38X P G END N I V +` ��\ ,by '�, Pe.a. ka 8d 5 0 I � mod' 0 b an 6 Yj��I^ ry I TO BE REMOVED I I Q CS BY OTHERS Q m PROPOSED B n I `+t EXISTING CHEVRON � ? OUTLOT NO. 4 SERVICE STATION M N 0.6887 ACRES _ of b TO REMAIN IN SERVICE. K - (- E� S SEE SHEET C-3 FOR Q m I TG.15.70 d $ ROUTING. vi IO'FL 12.50 "' T) IZW. FL12.00 ABANDON SAN. LINES 24N. FLIO.85 AND M.H. SEE SHT C-3. { 24 S. FL9.74 4 voi TP II5.8 23LF. 10'P.V.C. 555 9 z TP.16.GO AT 0.38X Z @j Q l CrFL12.59 PPIL . .,-y c� IL PLUG END 8 -'; IF.15.90 sax u.K 0 I. lr P ran C1 TPi16.00 raor tg' >a• sun. tM, Ljj cp 1 23 >ae se:ar aPw cum, EAST 150.00' P.P. se �. u PYd Y W IaD ,+.J rsa = Y . G P.+! Glade GIl2e) - ~ ♦y 20, trap PROP. CONIC. DRIYEIIAY +IA47 +ran craft Cane PuraSANCLIT - - Millerslam Mlass roam Y allGraat GIAeI aIAN, q 6'CURB Eac 7 [Mo v. PL o. lir. , v t IiClnm 1G ra)1 rara+e Kral+ ramp Milo ,. G IaJa Grata after GIaF Gram GIIAe chi' II.f- wueacm", e"C c P. = l isa + ram + I'm + I" � + Illy 1 EaC Cane M+ rare i Q r. i0 N Qlaw ,filam r ts G rC rap rG,aae ramp /� cracresu.ra rsa a1Jzs clam Z •-/ BORE PROP, 24 STU. LINE A a .. UNDER EASTBOUND AND WEST Ea:a s+• a v. ,ty,c siP : ii = x a' PLANBOUN-PROFILE DWCS LANES PER PROJECT E �. R.GP. sa,,. sxr• A a+• 6 _ < H p K ,.et ralr a ,et Flit Qe44a' RCP. Srrn sw. y fill Eat A JILT LVu. Saes etlt Es4f. San UK EsYt Sin e1lL Z. W taum oran .Q Y xn.e.7e 1"1 Sx:N -� S�A.ar7 reset I *s + + rs: +itil"_ +ra>s 0. p APPROVED: &/[��, Assistant Codaty Engineer 2- 21 _iG Data Wolof 6 Snnitary Saw., Lt... A ...... of as to Location .July. The Above Authorization to Vand for I Year Only. IL z Dog KROGER-FAIRMONT PARKWAY CENTER -' 10.9040 ACRES OUT OF THE JOHNSON HUNTER SURVEY;`A-3S'.' :,'Ix LA PORTE: HARRIS COUNTY..TEXAS:,.. is 1�OR Yfy� Coboum UJTBei m & Ratdif civi englneen . w,n�Yera donnen• vehiteeta y� A e � s 5801 td arkx Orhw TEI.: 462-0993� Hauetan , Tvxoa ' 77041 - FAX : 442 2732 PRUXT.011I It. SCOTT - SCALE` I`-S0' DRAaeb R. S+ufAS c i i a z' Q o ffYY G W U c W Z 2 � I o zr 2 m O v Z Q2 a ¢ Q ° o o ❑ ° Z g a G Z lo � a 0 i � w 0 z °z 0o U W W 5 00 ° o CC7L en W .Mi eery ._. ].. ___...�___.�_-_. _..�...._—.--- __._........__ .... �.,_... ,. .... .. �z W Lij W W > > cr_ 1 w I �iJ - 1 I I FILJER FfSRI O = ''FENCE (TYP.) . I I TOP OF OPERATING UT OFltst FIRE HYDRANT WEST OF HWY. 146. NORTH SIDE OF FAIR ONT ARKWAY. FLEV.-16.46 , ( RAILROAD SPIKE IN ORTH ST FACE OF 2nd POWER POLE WEST OF 1 1 ( I HWY. 146, NORTH SICE OF AIRA4ONT PARKWAY. ELEV.-17.81 1 --_J FILTER FABRIC ¢ I FENCE (TYP.) i I I NORTHEAST BONNET OLTI TOP OF FIRE HYDRANT AT 13th STREET, —j— NORTH SIDE OF FAIR ONT ARKWAY. I h 1 II I I I ( F- I I I I w Li II I I I 0 I I I I Icq L II I I I ( v T 1 II 1 o 1 1 i II I 0 I I I I (I j 64,955 S.F. i I I; I L---------------------I--1-------------- --i-- ` r .',` ` ' \�"� \''!. FILTER FABRIC FENCE , • ------J-------------- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - -- - - --------- - - ;I I I PROPOSED FUTURE I I SPEC. RETAIL 20,692 S.F. 1 -1 I �------� I I I I 1 FENCE FAAPPRI I I !! 1 prs��7; L•-------i— Ir ti�L— --— — — — — —- • I 1 1 I\:' 1 I I I 1 r• I 11 G 1: 1 °�1 I I I l i I I I I I I 1 I 11 F 1 1 I I I I I FILTER FABRI FENCE (TYP. I I UTY I I I I I ury Esur- I I ; 1 a --- ''�~--.1--{—F—F—{--i-1i�----i+��1c--i�V—F-1--•L-1�"' --- --- -- -- --- --� i i 1 � m I I I I .x° f,� \\ \\.e\\ \\ \\ \\ \\a'1\ \\1 �\ `'..�\:x ���_ ; I .. I 1 � � �� I— I 1 .I I I 1 ( I ( I I I I I I I I I 1 ; ♦`' .\E6T rt sy s c r 6�� ��`o . I I I I OUTLOT NO 5 ' 1 27,000 S.F. FILTER FABRIC 1.`OQ- 1 FENCE (TYP.) I G• -f---I-4—F-I--1--#---1—F----1--i—� I I p a . W 16' IM ESN+. 1 p V1 - XIS�TIN - - ER CHEVRON I CE STATION x �3 f---------- I din PROPOSED 1 1 1 Q s I I I I I OUTLOT NO. 4 I i 1 r r..rr.-nr,ry :I I I I h I ; 30,000 S.F. ; I V1 1 I PROPOSED 1 OUTLOT NO. 3 Z 32.000 S.F. Q 1 I I I - I 1 SCE I j 1 1 ; FILTER FABRIC 1 FENCE (TYP.) $ I I I I I i � O 1 1 I I 1 I I I iu-FMTIONE ��ll 61 '.I I IFRAME STOP+ 1 ; ; , O 1 1 1 L._7_1_�1_ I I , pp// Y m 1 d ra. ..,.: ,: �. r wrt.. _ m nc P.e. c xm.. apl•'. P.ama � I� ( •<p I .:. p....... .. .p. .... p...... _ .. PA r3; DPP. ry � p��VR �P • iJ �• IC/LIAtY faR IC RGP. rCn.lA20 .t_ —• . Ie41 .LI to .. r � e .. 1 Q.1 IMfrl ... ... wW- IeL IdM .n J% .. 1.,. ...i t• .'d.:D t N zz FAIRMONT PARKWAY ------- b r.. Y. O ^ --------- _�. Z d to I --- --------- __ ja a..x Sac ....... FLTER FAWC FENCE- S5rt O w c. ~ o Evat SI• RGP. Sm. Sw. raYt JC RCP. .An MN " 4Z11 F Q W N —•'��——_--`— -------^--_--____---- FiuL A NW SILT FENCE YiLET PROIECitON BARKER.' Z M Na 4511 a O S1RAW BALE INLET PROTEcnom 9ARNIER.,'. n L A wa LJ.. ITEW Na 41511 J_�m Zck: g o a SCE T�d IAA STA61L® CONTRUC110N STABILIZED - EW. > O a = M a ITEM No. 4711 F- ii Dc U N Q i N RC.P. � W 0 o: Y m y(' R.CP. sUr� sue' --- Coboum Linseisen & RatcGft / L. x x civil engineers • surveyors 5501 Dierks+ Dnw n Olanxs • orchdects TEL : 462-0893 Lm\ 3 � IPi-'• r�W� A � oLL � Houston , T..cs 77041. FAX : 462-2732 /1 • F'POJECf iNat: R SCOR sartc i'•JO' d auen a yNjI416 aTE: 11-20--05 CtR doe Na 96-47-Ol - R i i I i I i i z I LL O u a Z c Q O I - n o J Z w fn lJ z O Z Q 2 m w a o LL O if O I ^•Y O ❑ o I I Z Y Q Z i IS . O w 4 U Z Z � a O i • c I. PIN €ny ZO z O a Q 0 - U O J F Z NC.7� I i t1 JH in t I � i L i ll I I 1 i I - USEMA 41 Mfi05m LNJL$ VI CtMBm Taft 61RQrJ e.aw LINE Jr, OLRIII[E Rn « A t• BOM_p pPANpq ' GENERAL NOTES EA ei 1/I Ndt-[AIRUDHO PRaM11(D AN, Nrm1 LAW, I. woPosm amE.AY. SIDEiwx NBB. NEIER TRY; AND A(WIDE SMALL EYISµG NAIM a,ax, 3I . J' C{ENµQ pKcot(WErz ISccRKRETEa T NIAAL HIM (F) r5a� PRONISBAH«alr CONUMTa S In S SwLL EW CEW WIND I rIH PARDANO axai 1/1 SIM 4T PAL Nac MAN. a TR wEs EmsPr µ0 a Ma uwauw M1EN. RC DETm.S FEW NATIONAL WOMAMxtBGRAM to 9J%TA DMN PROCTGI EJ1SR I ANYTI D@LEWA SN" BE CONSIRNME, rM PmTIINE QKNT PALE{(Nt ' RMGMETC. S SAW YEMENI Air R@C YMO. T WMES Dam raw NEW PAWNINT PWSGiM SAW Ni TO MGMT.Or-RAY LWE (PRMERTY UNEL A Mq°OYD DR`WWA RpNFA1LWB sm a To BE N WANT, TRfORAN. BMs (ASH AM aME e0. UYNESS NOTED) SNAMD air VSE IN. COYM E at .., CVWBN TYK STRER i 2A ACMES C.L.EAp MAY. rM 10 WDES .. W TV. AS µia1XAR) FRw PRCP040 SLW NE To Po047- E-NIT OML _ USE raR .II PNMOSCD ENSmG VJY9 ANSI., 5 WxPDSD M SYAY WO.oNNG STEW a No sE TIED To [MIND .., RSUNEohG STEW wM A a. LAP E B aWs. «DM E MNEWA. >S' DEAN 6 «uMi.W wiRA LILAC WIN FACE E iAEASING GMe > $Aw CUT EYIS1wG NRB AI EACH END AND .= BUT NRB Nw aGwmG So END E W ,,, mr, YaLr. �� B. f`DE Et NRB (WITER WE) µY BREAK wl NG'ESANIIISON CObA CUTTING ROEM021ENT sTEEl ' Baum "I.SON 'M 9. cwP.cT sm(WNE Ma PWOPEso MATTI CA.ECIION rRw I/r hw-E.MNANG PWEDSED SAW W 1 AT naTWc PAK«ENr To wGIT-E-WA1 INN. ITANI ITTTax E STµDANE P.MMY, DCNSTY (A 2% ONt. R1Ud1YEo ANT MASNRE} MY CdMry OfJNEDR KSERLES MC KKNi TO MNOK UBARAMA1 MIS W M CONDUCTED. ANVE«A ONIONS s EEr NN1WY m. E wME MAN D[ PRRFOSTED BMW., ar"Ec. a MIT w ME IS RLi «AMMw BAG, E EMSTING SAME PPOP@n, SAID IMAITArs SIAYA BE SEPAMRe 61 A uwwM I-S) GWB IT".) DISTANCE E 20 FEET (ONWAIS MM CARS AM) SYNINAAS). la1EDRONG Sao. To BC O.C1,E) A .1. E r MOK IB' SUBENE. (S Wd ..TUFF E AA5 YN MwPEO wM _ «Auwu SPATIN E 72 LADES END CAM WAIL "KIP. 51w Ni DUMEW LPE TIMING EASIWO W.S. AMT NNW SM¢i I'm PRCPOSFD AAWINIT. ONLY WAS" MERE IS AN EXISTINGEXPANGON '.. LMr w ME STRET At M P MAIDED ". DYNIS,Y wTPSCCTIM. CONCRETE DRIVE N T.5 DETAIL FOR DRIVEWAYS IN HARRIS COUNTY R.O.W. ONLY L E G E N D 27. MDT. FUU&N.a GrNW Ele, FINISHED FLOOR F.F. Sep, a.,. SANITARY SEWER 27 Pr T Of Patin Oar. oP• op 9 P.P. POWER POLE ® Prof. Top Of THIN,Elar. V. Tale ELECTRIC TELEPHONE TC TOP OF GARB ® Prep. Contour Elw. TP TOP OF PAVEMENT To TOP OF GRATE n, -Prop. Tap Of Coro EEl.F.L FLOWUNE-WVFRT 37.1 -Prop. Tap Of AGNIN; Slay. WMI WATER METER C.O. CIEANOUT n. -Prop. Top Of Walk Eiev. Beg BUILDING 27.17 -Prop. PIT Of Pgnng €lay. €Eml €A ANT ®-OraND9W MINI No. -010a09. Area ATNYN. WV F.A, WATER VALVE FIRE HYDRANT PLAN - FRAME Y _ p 6• �I C.C. CONCRETE Y - ♦ IA' i• Y 2• i`� AD EMMUN; EIeADtlan 41 P.V.C. R.O.W. POLYVINYL CHLORIDE RIGHT OF WAYLN A.C. AIR CONDITIONING 7/8• +j{�3/4' OPROPOSED ELEVATION 40 T.S. & V. TAPPING SLEEVE 0 VALVE SECTION Y-Y SECTION X-X O.C. ON CENTER T EXISTING FIRE HYDRANT AL SHEET J/A•-- s•T a• A PROPOSED TIRE HYDRANT y R.C.P. N.E.C. REINFORCED CONCRETE PIPE NOT IN CONTRACT < a S DRAINAGE DIVIDE LINE C./P. WITH CONCRETE PIPE c k WAS TD e[ Ip °jclMq MCA I Sp• b• ■ CITY OF HOUSTON TYPE ' - G GUTTER i 3 W o. INLET WITH GRATE TOP 1W TOP OF WALK 0w ® AREA GRAIN FG FINISHED GRADE W- R, 5< _ NOS SANITARY SEWER CEANOUT 0 _GFS./AC. D. ' BRCKWS TO BE CONSTRUCTED OF 8C/ YH• . C.G.M.P. COTERI AIEO CA VANOED METAL PIPE 0 YASON fl . 2) PRECAST 80%MAY BE USED UPON APPROVAL EASING MANHOLE PROPOSED W IIIE.J. OF ENGINEER.pgp EXPANSION JOINT TRW TOP OF RETAINING WALL i 3) CONTRACTOR SHALL USE VULCAN GRATE V-4880-3 C.T.J. CONTRACTION JOINT T.D.O.T. TEXAS DEPARTMENT OF 8' OR APPROVED EOUAL O.S. DOWN SPOUT TRANSPORTATION _..w SECTION 8-8 TYPE 'A' GRATE INLET V-0' . 1'-6' . 0.080 ALUMINUM N HANDICAPPED PARKING SIGN. SIG-\ N.T.S TO READ 'RESERVED PARKING w/ SEE DRAINAGE PLAN CALVIM2E0 IDENIFICATICN SYMBOL. BOAT TO FOR APE SIZES METAL PLATE STEEL TUBE S. CADMIUM PLATED BOLTS NUTS. a WASHERS. 'IN - N RESERVED, PNAWG > 2' A 2' A 0.188• STEEL TUBE. EXTEND INTO CONC. FILLED PIPE 2'-0'. PROVIDE WELDED WATER- TIGHT CAP. PAINT P AT L /6118 BLACK COFFEE N PAINT PIPE BASE YELLOW 8' CIA. STD. STEEL PIPE--� FILLED III CONC. n V-6* DIA. CONC. BASE /6 - 14• LONG BARS-�- EACH WAY THROUGH PIPE A . . 1r NOTE: HANDICAPPED PARKING SIGN CONFORM MIN CURRENT STATE AT LOCAL CODES AND REGULATIONS. HANDICAPPED SIGN DETAIL N.T.S j� S'-0' 3'-G I IS SIDEWALK 0i < N o I ;D Tb.l MAX. `" 'a 10.1 MAX. J 2 PARKING LOT HANDICAP RAMPINTO SIDEWALK T °a N.T.S. N u 9 S o . mNaEtE n.cAass } (SEE rARws aTE uYwn ra ACNIL naaREss) 3• 6' YIN 6• TI' UFT 6 3' HOE THICKNESS OF ' METAL PLATE 1 1/2- /4 BAR ANCHOR 1 A A O l•'\ 1-.1'.1/4• L MIME (CALV) WITH B4 BAR ANCHORS WELDED TO qp FRAME. SECTION A -A CONSTRUCTION NOTES: UD FRAME DETAIL 1. WALLS TO BE 6• CONCRETE. (a - MOM NICK) JUNCTION BOX 2. GAALV u TT& PLATE TO BE 1/4• MIEN NOT IN PAVING AND 1/2 N.T.S MIEN IN PAVING AREA. 1. PRECAST BOXMAY BE USED D =CONCRETE THICKNESS UPON APPROVAL OF ENGINEER. (SEE VARIOUS SITE LAYOUTS FOR ACTUAL THICKNESS) PREP. PAAEMOtT e C... D Max cur wms ON SAN MCtO ho .1.: 12o .i .AJso b" NOTE: COMPACTED FILL TO NOTE: WHEN CONCRETE CURB IS TO BE INCLUDED IN THE BID BE PLACED ON EXISTING CONCRETE PRICE FOR DOWELEDBASE 1/Yo DEF. BARS, T LONG, 24'C-C DOWELED AND SET IN SULPHUR CONC. CURB WSR. OR OUICK SETTING CEMENT. BREAK -OFF EXIST. CONC. PVttT. 6" Exist Conc. Avant. BEHIND PROP. CURB J. NOTE: MORTAR FINISH NOT REDID. WHEN Exist. Conc. Pvmt. CURB IS POURED BY A MACHINE, BUT (TO BE REMOVED) CURB WILL HAVE THE SAME OUTSIDE DIMENSIONS. DOWELED CONCRETE CURB N.T.S. CC"PCR 9MAHL IA BOND FITTING IAe BFAE nmxL µ (RMANE rM f2 mTM1L -T- EXTERIOR CLEANOUT N.I.S PROP PAVEMENT c D O SAHO MEE MOM CLAY LUMPS OR SAN JACINTO SAND N SAND FREE FROM CLAY LUMPS PROP 1-1/2• OR SAN JACINTO SAND PLACED SERVICE LINE TRENCH ' BEFORE PIPE 15 LAID UP TO WIDTH FLOW LINE OF PIPE M ABOVE. MIN. DEPTH 6-. WA70UNE BACKFILL UNDER PAVEMENT N.T.S. D . CONCRETE THICKNESS 5' FOR PARKING AREAS 6' FOR SECONDARY DRIVES 7' FOR SERVICE DRIVE OR HEAVY TRUCK TRAFFIC AREA 14 Barb 024OCEW. CmEei. 30W o PSL. 2e 0ay. DENSITY, REFER TO SITE GEOTECHNICAL REPORT FOR STRIPPING. FILL. COMPACTION. AND OTHER SUBGRADE AND PAVEMENT REGUIREMENTS CONTRACTOR SHALL PLACE PROPOSED PAVEMENT DIRECTLY ON SUBGRADE. SAND OR ANY OTHER IIIERS BETWEEN 01101905€0 PAWM€NT AND COMPACTED §1I0GRADE 6 NOT CONCRETE PAVEMENT N.T.S. NATURAL GROUND F o u SAND FREE FROM CLAY LUMPS OR SAN JACINTO SAND N SAND FREE FROM CLAY LUMPS PROP. 2' 1-1 A A / OR SAN JACINTO SAND D PLACED SERVICE LINE FRENCH BEFORE PIPE IS LAID UP TO MOTH FLOW LONE OF PIPE OR ABOVE.MIN. MIN. DFPM 81. WATERUNE BACKFlLL NOT UNDER PAVEMENT N.T.S. RE: ARCHITECTURAL DRAWINGS FOR CURB DETAIL i--CONC. PVMT. TIONAL ST. JOINT- 0 NO. 4 BARS ry NO. 4 BARS O 24%-C. CENTER 2' CLEAR BETWEEN TRANSVERSE BARS 2' PAVEMENT FOOTING N.T.S. 1 1/ RNY$ yXi SEALANT: A) Y THICPLACED BEFORE E PIPE IS Lao. SH E0 SANG A.Ai PLACED BfFORE PIPE a W0. SHAPE SAND TO CONFORM TO BOTTOM E PIPE MAINTUN .ar A• WNMUM MICKNE55 OF SAND BELOW PPE. '••LOGY'. STATE TO 6µ •� 6' ub. / 8• uo.. 8) CEUENT-STAITUMD SµO PLACED "MR PPC 4 LAID. to BE NOROUG LY RESIDED AND ORYOUG..TIAL i TO ILL WHEN NE Cr %PC. SMMM But q PROPOSED ED PAv WHEN IDECW OP o at 1• E PROPOSED PANNE OR SIOEWLM. TO BE MOUCH \ S' ABO ED SAND.. MCPWMLY RLOOED. OT UNDE TO p 6- NONE PIPE. Ima4t BACNFlLL WEN NOi UNDER PROPOSED PAYING TO BE CEUENT STABILIZED SANG BROUGHT UP TO 67 ABOVE PIPE AND CONVICTED TO 95% STANDARD . •.• PROCTER DENS". e C 0) IF SECONDARY BACAnu. IS UNDER OR WITHIN I' OF PROPOSED E 4�P PAYING OR WALKWAYS. BACNFlLL SHALL BE UENT-STABIUZED .+A •• SAND. BR SD. MOPLY ROOM AND OUGHT UP TO i' TRW REP 1• HOAR) IXAUD JDwi nLLEP 'T R ' ' OF PAYING SVBGRADE, E SECONDARY BACKRLL 15 NOT UNDER Iearrom) 6 5•' •••• PROPOSED PAYING. BACAFILL SNALL BE SELECT FILL MATERIAL COUPACTED A PRTER DENSITY .... . .. BACAnLL TOIM N.A ED NETT95%OOA WAFTER PIPE MSTEWDWL A PAVING EXPANSION JOINT TITS BEDDING & BACKFIL.ING DETAIL FOR SEWERS roa o ohr (J cwr vefwA. N ION BUILGMG SOCWW. ' NR6 ID M Mae A6.6.1.9/29 N E.S EATPLDED N-\3/{ �I/t' WAS .9p: PROP. GRATE TO BE NEENAH FOUNDRY CO TYPE R-4990-C (TYPE A.8 OR C GRATE OPENINGS) WISH TYPE 'C FRAME I e' DRAIN UNE (SEE I PtAf1 TOTE FL ELEV.) P TRFr. q4 REBATES (SEE TRANSVERSE SECTION) TRENCH DRAIN - LONGTTUDINAL SECTION NJ S. T-f PROP GRATE T P 9 !T I r 9 a' I PROP. 8 DRAIN LINE g4 REBATES O 247 C-C }}M��l(�11170�!Jlli11► tAlPT M1141111� 3ENERAL NOTES: 1. Site Ion furnished by Architect. Topographic and Boundary Information taken from a Survey prered by H. Carlos Smith Engineers & Surveyors, Inc. 2. Contractor to notify. 'Lone Star Notification Center (Tel. 1-800-669-8344). 'Texas Excavation Safety Systems' (Tel. 1-800-344-8377) and Texas One -Coll' (Tel. 1-800-245-4545) 48 hours before starting work in rights of way or easements. 3. Locations of utilities have been shown based on the best Information available at the time these plans were prepared; the Owner, Architect. Engineer and The City of Lo Porte assume no responsibility for the accuracy of or for the Inadvertent omission thereof. It shall be the Contractor's responsibility to Verify the location and depth of all utilities and to contact all public and/or private utilities serving the area to determine the present extent of their facilities before beginning work. Contractor to provide adequate protection of the facilities during the course of the work. 4. Contractor shall provide sheeting, shoring and Bracing as necessary to to protect workmen and existing utilities during all phases of construction. At oil times, Contractor shall adhere to the requirements of OSHA for trenching and excavation. Fill shall be placed In non -compacted layers not to exceed 8' in depth and each toyer shall be compacted to not less than 97% of aid. Proctor density as par Std. AASHO methods. 5. When excavating and placing fill for the building pad, Contractor shall extend all fill activities 5 feet past the actual edge of the building, except in areas within 5 feet of the property line. 6. All work to be completed to the satisfaction of the Owner and all governmental agencies having jurisdiction. All construction methods and operations must be done In such a manner as to protect all adjacent building and site elements. Any existing elements damaged during construction must be repaired at Contractor's sole expense. 7. Contractor to refer to the plumbingdrawings for actual location of oil utilities entering the builtltng.9 S. The work area shall be barricaded and illuminated during darkness and periods of inactivity when in an area of direct public access. Contractor to provide and Install traffic control devices in conformance with Part IV of the 'Texas Manual on Uniform Traffic Control Devices (Texas MUTCD most recent edition as revised) during construction. 9. Installation of site utilities shall be in accordance with The City of La Porte requirements antl specifications as currently amended. Where discrepancies between these plans and City requirements exist. Contractor shall contact the Engineer for direction. 10. Contractor to maintain a minimum of 6' clearance of crossing points between proposed and existing utilities. 11. Contractor to maintain adequate drainage at all times during sin e ditch or structure disturbed during construction. Any dr ag d t s t g construction shall be restored to the satisfaction of the owning authority. All construction stormwater runoff shall comply with the final draft of Stormweter Management Handbook for Construction Activities' e, prepared by nce w th the /NCFCO and the City of La Porte, all in compliance with the National Pollutant Discharge Elimination System (NPDES) requirements. 12. Flowline elevations are based on lengths between manhole, inlet or junction box vertical centerlines 13. Bockfill all sewers under areas to be permanently paved to a of curb to 1' below to of sub ratio with cement point 1• outsido P 9 atabi f'"I sand (100 psi Compress' Strength at 48 hours). The remaining 1• depth shall be backfilled with Select moterils placed in 6- layers and compacted to a minimum density of 97R of Proctor at optimum moisture as determined by ASTM Specs. 0-698-66T. No extra payment, include in lump sum bids for (or sanitary sewer and storm sewer. 14. Excavations for Inlets. junction boxes or manholes in paved areas, and within 5 feet of such Inlets, junction boxes or manholes, to be baCkfBied with cement stabilized sand (100 psi Compressive Strength at 48 hours) and thoroughly rodded to eliminate voids. Siterwork to conform to requirements of gaotechnicol report far this site. IfI U. y A> BE (APRD W ASMKI) ' A I in.dA NhE 1 C i I n 1 - STEP, TO WEET A51 M Sm COANSM, .KMt to BE PUGD At SPEo TKN PW aNCAEM THE CNo E 1. E]MB MDSs AND RDWMOMo BANS UNITE N SPACED APPWOYMARLY W APART. BE SPACED At 22' BE 15. Contractor to Verify location and elevation of existing facilities prior to construction of prior facilities. Notify Engineer of any conflicts at least 48 hours prior to construction of proposed facilities. 16. Slope uniformly between elevations shown. Any changes to alignments or grades of proposed facilities must be approved by the Engineer prior to construction. 17. Unless otherwise noted, finished elevations at property line shall be equalto existing elevations. 18. NI work in State right of way to conform to Texas Department of Transportation requirements. 19. For those areas on the site that are not covered by paving or building and are not specifically cowed within the landscaping plans (such as detention pond areas), Contractor shall hydromulch with Bermuda seed. Prior to acceptance by the Owner, those areas are to have a good stand of gross. 20. Refer to Site Geotachnical Report for Stripping, Fill, Compaction and other Subgrade and Pavement Requirements. 21. Contractor to obtain all permits required by Regulation of Harris Harris County, Texas, for Floadplain management and all other permits required by Harris County prior to starting construction. 22. Contractor to obtain all permits required by Harris County, Texas prior to starting construction of utility and/or culverts within county road rights of way. 23. Access drives in Harris County R.O.W. to be constructed In accordance with Harris County Driveway Detail. 24. Access drives in State R.O.W. to be constructed in accordance with TXDot Permit. 25. Proposed manholes to have 'Rain Stopper' inserts to prevent infiltration. CAUTION' UNDERGROUND GAS FACILITIES Location of Entex facilities (to include Unit Gas Transmission, and/or Industrial Gas Supply Corporation where applicable) are shown in an approximate location only. Contractor to contact the Utility Coordinating Committee at 223-4567 or 1-800-245-4545 a minimum of 48 hours prior to construction to have utilities field located. Contractor to determine the exact location before commencing work and agree to _be fully responsible far any damages caused by his failure t nd reserve these underground facilities. O tlxeem IOaale 0 P 9 Y Contractor to me resn i' responsible for clearance trot Erelo facilities. Contractor will De respanslDle for any charges to relocate any Entez facilities. H.L.& P. NOTES: 1. Contractor to notify Houston Ughting & Power Co. (713-228-7400) 48 hours before starting work adjacent to any overhead power line. 2. Contractor must comply with State of Texas Law, Art. 1436c, prohibiting any activity within six feet of an energized overhead power line, and Federal Regulations, Title 29. Part 1910.180(i) and Part 1926.550(a)(15), requiring a minimum clearance of 10 feet from oil overhead power line facilities. Contractor to be responsible for the safety of workers under these laws and the liabilities as stated therein. S.W.R.T. NOTE Southwestern Bell Telephone Co. facilities are shown in approximate locations only. Contractor to determine the exact locations before commencing work. Contractor agrees to be fully responsible for any and all damages which might be occasioned by his failure to exactly locate and preserve these underground utilities. 0 F U 7 Z U O 2 0 1 u Z 3 2 0 Z W m U W MT N w m N O STORM DRAIN NOTES v 0 W c o } 1. Storm sewers shallbe in accordance with Harris County Specifications BeOS currently amended. WTJ, •✓ W 1. Y 2. Storm sewer pipe 15' diameter and smaller to be polyvinyl s/8362}`bS chloride pipe meeting ASTM Specification D-3034, SOR 26. with compression -type eloattimerle gasket jcI 3. Storm sewer pipe 18" diameter and larger to be reinforced concrete pipe meeting ASTM Specification C-76, Class III, Type 'B' wall. with rubber or preformed plastic gasket joints. 4. Bedding and backfilling to be in accordance with Detail. / t✓ J i WATER AND SANITARY NOTES: g ^ S=n 1. Material and construction of water and sanitary facilities to W to C be in accordance with City of Lo Porte Plumbing Code and O ^ City of Lo Porte Requirements. 20^ 2. Prior to construction of water line and sanitary sewer facntiles, Contractor to contact City Operator, y o g (Telephone: (713) 471-5020) for additlonal Information regarding water and sewer laps V H i R cr- m u� 3. Water rue and sanitaryaewar construction in public rights n of ray to conform to Tx D.O.t, Harris County, & City of � � F Lo Porte requirements, as applicable. 0 4. Refer to M.E.P. Drawings for water and sanitary facilltles at building. I=% 1 5. On -site water line 3' diameter and smaller, to be Schedule 40 P.V.C. pipe per A.S.T.M. 1785. install per City of La Porte Plumbing Code. _ 6. Unless otherwise shown, 3' water, lines and smaller to haw 3' Min. cover below top of pavement or finished ground elevations Z 7. Proposed 8' Fire Une to be C900 PVC Pipe Installed with a minimum Q clearance of 4' from proposed finished grade or top of pavement elevations. Provide 6- (min.) send bedding and a minimum of 6' of sand encasement around pipe before final backfMlt. 8. Contractor to provide adequate thrust blocking for the 8' Fire Line 0 utilizing 2500 psi concrete. 0 nit sewer service Imes to 5' from building face 9. On -site sanitary (Y Y 9 P.V.C.par AS.7.M. D 3034 SOR 26 with rubber gasket to De p 9 W joints. Irnlotl per City of La Porto Plumbing Code and requirements. O 10. Sanitary Sewer Cleonouts to be per detail. 11. Bedding and bockfilling to be in accordance with details. V 12. Where Sanitary sewer crosses a wateriine (all crossings), sanitary LU sewer to be of 150 psi class pipe, regardless of material, fa one joint or 20'. Whichew is greater, and maintain a minimum of IS of clearance OD to OD. One joint of C-900 wateAIna must FI be centered ow Grossing. Sanitary sewer also to be centw BapkOil Ground water and sewer to be cement -stabilized sand to 1.0' below natural grade. PAVING NOTES , 1. Materials and Construction for on-ette paving to conform to project specifications and site geotachnical-report requirements ZZ 2MM To J co . Refer to site geotechnical report and project specifications for requirements relating to site preparation, placement of fill and treatment of subgrade. IL I in 3 < 3. Slope pavement uniformly between alewtions shown. Any W = W field change to finished pavement elevations to maintain 0.5Z LLI N (minimum) grace. �E 4. Refer, to Expansion Joint Layout for Pavement Joint locotlone. Lul J N fa- G d WNJ `o t05 / cc Q V < OF TY SLEET Na. 1:M 5 C. E "G Coboum Unseisen & Ratcliff c- ' 1 yf q� g civil engineers •surveyors plannef! •architects • AWA�i ker Dri: 462-0993 DL Houston _ Texas 77041. FAX : 462-2732 PROJECT ENGib R. SCOTT SCALE AS NOTED i kl v WILLIAMSTEE auWTs c MlA16 wTE: n-w-+is. ()RAM - t° B © / a"a'woa. nuwmvo uv .. - // iaie�o��� i�iivao• _ orH Ot ___H___ J rwrevAcvc ...., z [o ui auvsoaw:ar anurnlrnrr 1.0' 1.0' 1.0'MiN. •f•0•• 25 _""I - pro vc�mri or aA rmmr I. mr.aarcvuxr - • ..... AS REWIRED BY oTiT %IT%": 8.O.C•EWaflQ4 . G (USEMECHANITINGS)g BLOCKING FOR GATE VALV ASPHAJ pfwwg O°�'mrnp"°` o ravr`ir:w`a ELEVATION. 16'ANDLARGER WATER MAIN CROSSING r4Awrmvnlnr STANDARD INSTALL/A TION OF FIRE HYDRANT v. . (USE MECHANICAL JOINT FRTINGS) 4=8aMINIMUM / a b!I[aG.GAfpIpY Q i I N/1f1e.MaVl11 6 y .. ,�� - rear b•rt avnuwr®wranrt rwrer.xN o}s,•'d'rx0 1P RY►Ael®6Ws1 v03tl r}e' t , i tuurevrw� 1 \ oay.ree • O O I I rarIzrAp ,I, rt»urvruwrrrxxi . �. rlHru rrvu.v®rrxi rwurauA • •• O O I ( • rArrmrwp awrwn�ore , ^ U f • r d GATE Q O S n':VALVE /BCC CBLOWt OFF ©EITA1 L VALVE /BLOCKING BEDDING GOBS SECTION .at TWO-PIECE SCREW TYPE (USE MECHANICAL JOINT FITTINGS) 14'AND SMALLER • I- '2 fi S (USE MECHANICAL JOINT FITTINGS) • Y G - o g. PLAN S ' o ! (USE MECHANICAL JOINT FITTINGS) <M? o V5n f x aNro � o � / ❑ a. 90 °(y4) BEND 450 (1/8)) VERT LB/END 45O(1/8) HORIZO SEND CROSS TEE WYE L 21 ❑ z�° • (USE MECHANICAL JOINT FITTINGS) (USE MECHANICAL JOINT FITTINGS) (USE MECHANICAL JOINT FITTINGS) (USE MECHANICAL JOINT FITTINGS) (USE MECHANICAL JOINT FITTINGS) (USE MECHANICAL JOINT FITTINGS) • ,' -', CITY OF LA PORTS STANDARD WATER MAIN DETAILS I # kr w.amBRYAN co a craw® FRED rurtw •+• sa&tN.T.S. are 6 / 95 Tan set If w "^ tO: ••- I- p - gW M 0_.= ! a a - Pr�`F•�.Fk�fp y r • 3 Cobourn Linaeiaen & Ratchif � p g,+- �"""°• - civil engineers • surveyors • planners -architects /� ��� 5801 Dierker Drive TEL : 462—0993 z PROJECT 1NCR R S001T 9CRL AS nmm C B A R/ , : �S! a1 Houston Texas 77041 FAX 462-2732 0RAINe E nR1JIA15 DATE. 1140-93 C1R JOB Ib, p-447-Cl ' .w i a - o a � w a F m _ . � Z z sm m w 1m ONO kn en I' I' 0 I 9s-8z'zC`