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HomeMy WebLinkAboutDR. RAKESH PATEL MEDICAL CLINICS SITE PLANF� a z z� U a Aa om za o aw 10 �F a� N N O � dy N { 2. • 31ECTI©N SCALE& 3/4'. I'-01" ORATE. 24'x24' NEENAH JOINT SEAL AS SPECIFIED 1/4' RADIUS i-• CCNC. PVMT. NOTES JOT TO !9LOpCyA 90 A"�R WE N >3 AA° tE FORN10T A, Lj �E88'NUTTHE� NOTES tUHEE1 CONC. CURS 16 TO BE 'UP{ggLAC44ED ON E7<I8• T.. GoNc. Llm%tm. �' 1/2' -3' RADIUS DfXUELEb 4�.(N 817L�PNUR dR 3' QUICK SETTING CEMENT -04 GONt, IB' LAP -04 a 10' O.C., IDS LAP CENTER REINF.iN PVMT IA 6' CEMENT :'STA83. SUBGRADE Flood zone•"W per FBMA Map #4820l C0940J, Rev.. 11-6-96. ,6736 AC, DETENTION CALCULATIONS 1%337t+AI4��,� TOTAL DEVELOPED ACRES - 0.50 ACRES EXISTINGr,RADE DETENTION REQUIRED - 0.50 AC x 43,560 SF x 0.20 - 4356 OF USE PARKING LOT FOR STORAGE 18,000. SF x 3 IN/12. - 4500. OF 4130 PROPOSED? GRADE REQUIRED STORAGE 4356 CF < PROVIDED STORAGE 4500 CF Iegal description fl'R 13A+4B; W.M. Janes Survey, Abstract 482. CA Foo �9n�f2ry Se,.tIP✓' � /O 62-5 W�'c�:r+�^unT IY74N hole , N gtart w�,f�tast" FAntrlh� �..' :. S. Spruce Graywood� _1 f Dogwood )o _ Ct TrJ ` "�' Idlewood ? , Ct Pinew od Ct . afrmtah�{�' Ccp/igs �" Vic* /Mulbern(l Ct _ Rosev�ood Ct 'Part.'.."; :Qy/et O., _. • :'•`,'��'♦Collinpawood�gQ' CB/ e %'-j=tIfIJVk`C1tll'.i Birch PARK. Nlesq7ulte�nO ARCO NA PFTROLJTf \� SL P 9:- ...._._._..,.... _. Vicinity MAP • i EXISTING DRIVE 234.60 9' 21 ri E85P mfn ZV CONCREETE PAVEt'iENt. G o /�v�j 1 -0' R1:W RCE W104 . 1S- O C. } 5ewQr Z/430 Zhu D 30 D n0 N _> -o, �Spp NLE1 #I' z s < 9 �V2n,f: n5 I. tr1 PRC y I TOP 20.14)�G. bu:�a'+ZO. Zoe 1 41a0' FL.. WA2- �� :D} 'INLET n ET 21.3 `1, 2134 zr ai1,33 t� , -I'IA r� U a SC /s I QI �) "Z+LF - i RCP.Oa2R SL iiPS:dP1Ce I jy . " . 1 ` i 59' 41 O +2/. z NI / N WE�t. F. GO �¢"��/� S 2'�BnrJSr?ire S�dl 4" /d'S >` B cK y,: tZ z�.33 zf.�o I 2/10 111WA7>" 213ts k _ M�71 a rip Lvf /6 hm 2138 J _ a- Q�'i..e�%� . - __ 234;81 tt"� -r� i3es: Jenr � �, NOTE: REFER TO SHEET S-2 FOR GENERAL NOTES ' T11e Sfd`-a5e sj�foN �' Nt7RTH�--�) 1. Cz'�Ai�I1,JC�s'I:.,4N t I/ SCALES P a 20'-0' �e i I. EXISTING UTILITIO ARE SHOM IN AN APPROXIMATE SHAY ONLY, TIE CONTRACTOR SHALL FI" LOCATE AND PROTECT ALL EXISTING UTILITIEWAND FACILITIES. THIS -SHALL W 70NO PRIOR T0-WN$tRWTION: IF -A CONFLICT EXISTS 5MIA N. A PROPOSED UTILITY AND AN LXISTINO UTILITY, THE L71'16tNIZR SHALL BE: NOTIPIW FOR CORRIZTra MEASURES.` CONTRACTOR SKALD REPAIRD'AMAGE' TOr ANY'UTILITY' A:* FACILITY AT'M& OWN`COST. 2. CONTRACTOR SHALL FIELD- VERIFY- ALL TOPOBRAPHIG FEATURES PRIOR TO WNOTRUCTION. 5.. LEASTH9.OF PROPOSED. UtIDL i6ROUND VrILLTG LINK MAY VARY -OM TO. FIELD OR.OTMK.c4wi;rIONe-coNTRA4TOR-&HALL. PROVIDE ALL MATERIAL, LABOR AND ALL mem REQUIR D FOR UTILITY LINES TO 0II:R t THEIR PAMOSED PMRPOSE AND SHALL RC-REJM LILAC-S-THAT CONFLIET HITROTHE:R UTILITIES OR CONSTRUCTION; AT NO -A 0ITIONAL WVT TO-THE•OY�. 4. REMOVE LXISTINS-IRE -STUMPS-AND-TKWQS IN PROPOOW-CONWRVO nON• ARRAS,; ALL OW"'Si 7"KS-•AND• ROOTS, SHALL BE REMOVED TO MINIMUM DEPTH Of. THOW FEET MON StWAADE AND SACKPILLED HITH SELECT FILL IN 6 INCH LOOSE: LIFTS AND- COMPACTE7'TO' 45% STANVARVr PROCTOR: E3 IF ON -SITE SOILS- ARE NOT AVAILABLE IN•SUFFICIEW QUALITY OR QUANTITY-, BORROH•MATERIAL HAVING-A•L•IQUID•LIMIT LESS - THAN 40 AND A PLASTICITY INDF+X SETNIEEN I AND ZO SHALL Be UTILIZED. 6. IN PAVW AREAS STRIP TH1r EXIOTINS TOPSOIL AND ANY OROANIG MATEKIAL(MINIMUM I FOOT IN EXISTING PAVED AREAS) AND/OR EXOAVATE`TO-LINES AND •6RAiDE&. EXPOSED-SURFA 126 OHAL L LSE PROOF-ROLLE? SHITH A MINIMUht6F-9• PASSES OPA W-TON- PNMJMATIC-TIRED ROLLER UTILIZING TIRE PRESSURE OP APPROXIMATELY g0 PSI. SOFT OR POORLY COMPACTED AREAS SRO" BE• EXCAVATED AND BACKFILLW' WITH' MZroT FILL IN W COM L' IFTS AV COMPAG'rW To 835E STANDARD PROCTOR (ASTM 0646-16) AT A MOISTURE CONTENT WITHIN + 2% OF OPTIMUM OR THE AREA MAY 09 W(CAI(ATWI PROCESSED AND RECOMPACTF-D. THE TOP 6 TO 6 INCHES SHALL BE SCARIFIED AND STABILIZED WITH 4% OM49NT BY DRY M16HT AND COMPACTED TO 415% OP THE MAXIMVM-DRY DE:NSt*rY AS -DETERMINED BY A&'rwma!0--16 PILL- SHALL BE-PW- Aam IN L005E-Ltrwor' a • INCHES AND COMPACTED TO MINIMUM OF 415% STANDARD PROCTOR (A$TM 646-120 AT A MOIS>I.Ra CONTENT HITHIN + 2% OPTIMUM. STORM. SEHM. CON$TRUCTION..NOTES. L STORM- SEW RB•SHAL•L SS+M-ASED IN- b..INCWS-MINIMUM-CEMENT-STASILIZE0-$ANP. BAfKFlLL HITH-NATURAL MATERIAL FREE FROM LUMPS AND VEGETATION, THEN THOROUGHLY COMPACTED TO tis PERCENT STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTR'V-6g0, LATEST -REVISION, METHOD-Ah 2. REINFORCED' C'ONC.RETE PIPE' STORM' SENM* SHALL GONPORM' TO ASTM G-16, CLAW 11, AND SHALL BE' INSTAL' LED, SWMv, AND BACKPILLED IN CONFORMITY KITH DETAILS. S. ALL STORM SEWERS UNDER EXISTINO, PROPOSED OR FUTURE PAVEMENT OR, WITHIN ONE 0) Poor FROM EDGE OF PAVEMENT SHALL BE SACKPILLEG WITH CEMENT -STABILIZED SAND TO A POINT ONE 11) FOOT BELCH PAVEMENT VZORADE THE REMAINING BAe,KPILL SHALL BE COMPACTED $ELECT FILL. 4. PVC STORM SEVER$ SHALL CONFORM TO ASTM SPECIFICATIONS12-605I,D-3212, AND F-411. 51VOIN0 SHALL Be CLASS V OR CLASS 'AA'. 5. ALL PVC STORM PIPE SHALL BE 6DR-✓3. I MATCH EX1STM GRAD): CITY APPROVING AUTHORITY CERTIFICATE THIS IS TO. CERTIFY THAT THE CITY OF I -A PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF I - 142SoL DEEL'-E IN CONFORMANCE WITH THE ORDINANCE OF THE CITY r,;r LA PORTE. MAWNA! / 'if413. DEPARTMENT i PLAT (SITE PLAN) ACCURACY CERTIFICATE 1, CLIFFORD WARD, AM REGISTERED UMBER THE LAWS OF THE STATE OF TEXAS TO PRAC-TtCE THE PROrESStOR OF ENGINEERING AND HEREBY CERTIFY THAT THE ABOVE (SITE PLAN IS TRUE AND CORRECT, AND THAT ALL BEARINGS, DISTANCES, ANGLES, CURVES, RADIUSES, AND,CENTRAL ANGLES ARE ACCURATELY SHOWN' ON' THE SITE PLAN. CLIFFORD 0. WAR!) TEXAS REGISTRATION NO.38868' G • /gSIM ReJ ��lss/o'2, Owner: DR. RAKESH PA TEL Bldg type : DOCTOR'S OFFICE Dr. Rakesh Patel Medical ChnICS 10611 W. Fairmont La Porte Tic. 77571 ARCU" B U I L D E R S $116 BISSONET # 102 BELLAIRE , TX. 77041 PAX - 713.- 839 - 7517 PH - 713 - 839 - 7515 GRADING PLAN a-Mo- 0$/, 0 z womwMwSwwwN ISSUED FOR F.L''liKi l EAL AS SPECIFIED )IUS CONC. PVMT. NOTEt JOINT TO IBM LOCATED AT THE END OF DAYS WORK OR WHENEVER THE POUR IS HALTED FOR OVER 30 MINUTES SLAB LENGTH SHALL NOT BE LESS THA11 f0'-0'. 2. SECTION SCALE, 3/4' • 1'-0' { � m I z LU Z N U z � zN a Ld a w i =M Aa I z z 1 a a m CH/1 �0 Nlu�i ly NOTES WHEN CONC. CURS 11 USE & ED 224' EXIST. RS I5 L QUIICCCK GETTING EEMENTF�Uf a 's I r l2 RADIUS CONT,151 LAP • is, O.C.,18' LAP ENTER RE". tN PVv"T. E TA13. SUBGRADE U"' 5' CONCRETE PAVFt-MNT. �/� �. /REINFORCEv1 04 19' OC Yam' M )I 2o,Y it Q �or�y , �N j � s r 201N Y mom. 59( r Y y 1 s -4 U,7 U .4 PROP. CONC. PVMT. PAINT < GREASE THIS END 1' HOARD EXPANSION JOINT FILLER 234AO Z/.o t , ::�2. o Svl•d qj -a55 3, a.. b' JOINT SEAL AS SPECIFIED 1/4' RADIUS .,,- EXIST. CONC. PVW- #4 SMOOTIN DRILLED HOLES A 124 CEN RS SET IN HIGH STRENGTH CEMENT MORTAR OR GROUT CENTER IN PVMT. z o. 6 PROPOSt:D 30 E i s e� `o Z u•3 L� M iL�J 7o•`t' -� �qx 2b N y81 � I �� N / , ' Z 6'-Of` N !T GJwe). r N e R ds to, �e "W,4 �Pd K 5. SECTION SCALEt 3/4' . 1'-0' GR 24' O.C. "KopoSED 24' RCP _....OTof//lb l f elaAo/Ire0 �c� s• e29�33$ F 04 r tdi z5, a5z X ,o ag , ��? 5<a ��� rem d 5z7 � � O u- Dr. Rakesh Patel). Medical Clinics 10611 W. Fairmont La Porte Tx. 77571 L a,?d 5 C a� e p/an 611810 -Z- w m rycc W m ow _ U Z > z CLdm J a w - m oa z LII Z a w � _ F- .^ 0 000. LL a SF-J 'o¢ ' LL WW tiWJ ` v ,m aNN I,,,:N ram•• LL 0 ED 0 i N O N I I I� I '1 2._ • 3 C?IQN aCALE, 3/4' • I'-,D'" SEAL AS SPECIFIED >IUS CCNC. PVt LT. ! Itch rd_ OId..Si d.. -® pp..._ ��.... w....... _ ..'.. '.. _.. ... _...._..., ...... NOTE. WHEN CONC. CURB M TO Ere dm 2 RXIB?. CONC. LPVMT, b' i/2' -3' RADIUS -Lo r!`a S _ i N. Spruce , D44'Lf�HUR dR 3' �9etta el>gyi- r�M ��+� S- Spruce QUICK SETTING CEMENT _ Ca[lowlokr" Cp. Gre ocd —04 CONT, ib LAP FA .,% Lenwo d ,. ,j Nindin9 Tri •hd/p`" 1 Do wood r0 J —64 * IS' O.C, tb' LAP HptiLee ®� D` hl ` `.•.t idlewood , Ct Pinew od Ct CENTER REIW. iN PYMT. good Ct •�efpmtut , ` Co �d n %Mulberry, Ct ftosev� � �. _ — , •P6rt: •%� .Qatar yl •°d ,' aY Colllnpawooc4'pQ . wwr Birch r hey L.. PARK..... Mesquite q t�4 tee, r IRoag er�{L'lud Qe N b' CEMENT $TAB. &JOGRADE .77600 , ARC:O Flood Zone"W per FEMA Map #48201 C0940J, Rev. 11.6.96, 0 P �a N'• ......................04. Vicinity MAP tad-.,,,% /Y=2 . t f r'-4 AC, i )ETENtroN CALCUL�f ION5 LEG ND rl t ?, TOTAL DEVELOPED- ACRES = 0.50 ACRES DETENTION REQUIRED 0.60 AC x 43,560 SF x 0.20 = 4356 CF F Sr,� EXISTNG GsRADE - — d USE.PARKING LOT FOR STORAGE 1.840.0. SF x..3..IN/12.• 4500 CF 2LW.. PROPOSE=D CwzA REQUIRED STORAGE 4356 CF < PROVIDED STORAGE.4500 CF legal deselpptiolx TR 13A�4B; W..M. Jinn s Survey, Abstr ct482. $ / I i� TC2�•�. r� 2a,8 234.60 Cw�lo TL zo.8� 1\ 2138E T>'y0.:/.+LD,? er Bask � -T zo. ( ( •-- -— — !u'Sci — _ . — - t.—_ — — — — �yri ��-'._UAI,�Y_ ase.wni ;{ \ 5' CONCRETE PAVEMENT. n I C n . e4 E IS O.C. F�RFORGtU/ 3D' Dt¢ VE 1-z!•/tl N�.'f't�P08ED• G07L /SL I gJP,TcG6o z 8 ir' 5•�e% I �1 � .DR [� :o%� `d C 0 EXISTIW ORIYL - A $�Q�in 0 •• `/•�thga SC ;, m' 2110 TOP fi es. �rncr7: Tc2/g3 - I .� ; zo.oLi �± Ft ■ 1% (.. _" y! 7 : z.�,7.0 Z� 470 ' 4ZO3D i ' c' ti- 21:E5 ' z1�!�rti�iAr�P, -- zo5•TOP • � /S,w 213'I T2rrTO♦ Fl.,• /7.0 j•. 2S� . at 1185(�sneG' i 1 � it1G � N! N a r /.zD *Zo50. G SAMp� ,. �z1.Z• . (. i k _ �tl �'��"P�,z � - - - - - •- - - /o' r`,G <,r — - �'},z�t�Zr,, � `r 20i5"� 1 r WA•t£ zv.� GFE� _ ZJ � F, zo,3+ 9•�' d T2Ja } 2 0 •? _ e ARE " �a qSr = W �— i oyf�2!•1�R� _PILE. -- 234.SI PP �- 1e -,;I i NOTE: REFER Ttl•SHEET S-2 FOR GENERAL. NOTES NORTH . C�zfi2,41 INC�c FLAN 3CALEz r • 20-0' ,% SL PFfRULr7E � \ fL z 0 J � ry�4) 1. EXISTINO UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CON'TRAGTOR SHALL FIELD LOCATE AND PROTECT ALL MXISTIN9' UTILITIES -AND' PAGILITIBS: THIS SHALL: BL.` f"�42NE' FR[OR 7O GONS1 RklGT1ON iF A c:GNPLIGT EktSTs BETWEEN A PROM'O:IEi7 UTILITY AND AN EXISTIN9 UTILITY, THE MINM SHALL BE NOTIFIED FOR COME Z11VZ MEAVAqft.'' GGNTRAGTOR SHALL. REPAIR DAMASE TO- AW-LMLiTY OMB FACILITY' AT' HS OWN'COST. 2. CONTRACTOR SHALL FIM-.P-VMIFY ALL TOPOORAPHIG FRAcn"ES• PRIOR TO GONSTRIWION: ' S.. LC'1.+i9TH9.OP PWIROSED WN ?ER CUND WILLT`C LINES MAY VAFLY-Me TO. FIMD OROT#MGQPIDtrtoNS.-GONTRAGTOK.SHALL PROVIDE ALL MATERIAL, LABOR AND ALL ELSE RMIW FOR UTILITY LINES TO SERUM THEIR PROPOSED PURPOSE AND SHALL REIQAUt'E LINES- THAT CONFLIOT W TH•OTHER UTILITIfYs Ok t---ONSTRWT-10K AT NO•AVDITIONAL 6,OS'T TO-THB• GWi4. 4. REMOVE' EXI6TIN3TRVff-9 NMP9 AND TRIJNICl3 IR PROPOMW CONSTRIXTIOR AREA& ALL 91UMP9; M- INKS-ANP ROOTS -SHALL Be REMOVED TO MINIMUM 0" OF. TWOW PEST SELOW WOO ADE AND DACKFILLELD WITH SELEOT FILL IN 6 INCH LOOSE LIFTS AND- GOMPAGTED'TO` 45X STANDARD-'PROGTOR: S: IF ON-9112 SOILS•ARE NOT AVA1L-ABLE INSUFFICIENT QUALITY OR Q6I M-T-Y, BOIRROWMATMAII--. 14AVIN9-A•LIQUID•LIMIT LM- THAN 40 AND A PLASTICITY INDEX BETWEEN 1 AND 20 SHALL BE UTILIZED. 6. IN PAVW AREAS STRIP THE EXISTING TOPSOIL AND ANY OROANIG MA714RIAL(MIN KIM I FOOT IN AXISTING PAVED ARBA9) AND/OR EXGAVATZ-10-L• INES AND-ORADES. E)q"OSf"p 9VRFAG 01ALL BE FR4OM"rROt kEt9 WITH k MINIKik- 7F•S-FASSES OF• A 170-TON- PNBIMATIG-TIRED ROLLER UTILIZINO TIRE PIRES9URE of APPROXIMATELY qO P'SI. SOFT OR POORLY GOMPAGTED AREAS SHOULD BE' MAVATW AND BAGKFIL' LED' KTFr SST FILL IK V LOOft'L- IPT>'S AWD COLYIP'AC'TED TO 45% STANDARD' PROCTOR' (ASTM 0616-16) AT A MOISTURE CONTENT WITHIN + 2% OF OPTIMUM OR THE AREA MAY 0* 0X0AYATED, PROCESSED AND REGOMPAGTED. THE TOP 6 TO 6 INCHES SHALL BE SCAR110100 AND STABILIZED WITH SAS CEMENT &Y DRY WEIGHT AND GOMPAGTED TO 48AS Oft THE MAXIMUM DRY DENSITY AS-DLTRMINED• 13Y ASTM•0646-1L: PILL: SHALL W-toL,AGEA• IN LOOSE -LIFTS -or, D, INGHE9 AND COMPACTED TO MINIMUM OF 415% STANDARD PROCTOR (ASTM 646-'76) AT A MOISnM GONTEN'T WITHIN + 2% OPTIMJNI. STORM, WMR.CON9.TRUGTION-NOTES. L STORM • Sl±MALKS• SHALL BL'• ENCASED IN-6- INCHES MINIMUM-C.M4!NT-9T^BILtg=: - SAW BAGKP'IL L. WITH -NATURAL MATERIAL I FROM LUMPS AND VEGETATION, THEN Ti�IOR+OVSHLY GOMPAGTED TO 019 PERCENT STANDARD PROCTOR MAXIMUM DRY DENSITY (AST14•0,V16, LATEST -REVISION; METHOD-Ah 2'. REIWORO W- GOWeRETE PIPJ' STORM' S PM$' SHAL' L G'ONPORM' TO- ASTM' 0-16,' CLAIM tll AND SHALL. SM INSTiAU.W, HEDDL'D, AND SAGKPILLED IN CONFOfiRMMiTY WITH DETAILS. S. ALL STORM SEWERS UNDER EXISTING, PROPOSED OR FUTURE PAVEMENT OR WITHIN ONE 0) POCrf PROM EDGE OF PAVMv9NT SHALL BE BACKPILLED WITH CEMENT -STABILIZED SAND TO A POINT ONE (I) FOOT BELOW PAVEMENT SU59RADE THE 99MAININO DA 0ILL SHALL LEE GOMPAGTLD SELECT FILL. 4. PVG STORM SEWERS SHALL CONFORM TO ASTM 9PEGIPICATIONSD-5004A-5212, AND 13-477. IRZOIN9 SHALL Be CLASS 'B' . OR GLASS 'AA'. S. ALL PVC STORM PIPE SHALL Be SDR-S'3. I MATCH EXISTING GRADE CITY APPROVING AUTHORITY CERTIFICATE THIS IS TO. CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF IN CONFORMANCE WITH THE ORDINANCES OF THE CITY OF LA PORTE. By-' 1 DI �"e ZZ-toz DEPARTMENT Owner: DR. RAKESH PATEL Bldg type t DOCTOR'S OFFICE Dr. Rakesh Pahl Medical Clinics 10611 W. Fairmont La Porte. Tx, 77571 MOTE: A/e4lf; o/� s�" a(�l 7- /-,0,I GRADING PLAN . Fence) i CM1