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HomeMy WebLinkAboutGRINGO'S MEXICAN KITCHEN SITE PLAN/ : ( - t .._ i ,; \ "- - �- U> . • � secs e g-o- �A .,4�(• SITE ADD ALTERNATIVE #1 -PARKING �2 UNDER SEPEf�ATE CONTRACT �.a� ��D. ' � -�` \ - T.G24.30 T.C.23.80 /'- h� i T.C.25.80 0 � T.C.25.45 T.G25.30 pQ � �� T.C.24.80 \ .10 0 - ryhh0 TP.23.80 p9p TP.23.3��r `. ,/(� N i T.C.26:b8 SO 39'00• t$0.0' - - - G• � T.P.24.30 `'yh' - N89 $C 20�VV 21�ir,Q. - � - --�- - - - - - " - - - - � _ � ; t - T.P.25.�70 - - T.P.25.30 - - - - - T.P.24.95 TP.24.80 - - - - - - - - - - _ �l O � 1 i ,p 'Y P1 �.Q. - j { rypP I ryA 4' P - . ( (� T .22.40 .. -.. � I P P _ O � I T:.2L90 i 1` �� - _ -, __ - 1 •P _ i. , c.�: t a _C V . __ - ,. �_ r, qP ,_ � � �I .C.26.20 � � _ .� '- ."'` �-�````���-""'C+t.) rA,�-" I�i-�_ I L S ,i �-Gy C^-�.-- O j '. LEAVE m4 X36- i(? . T.P.25.70 O `.. _.. •� -.. � _ •' ; . ,., - ' - �„) _:.. �.J _ :�� �. J �..) . - 1 ', DtDWEL518- EXPOSE `.� ,.1. ". �.:. _-.:'S..J.1:_. _...-. __.:... Q _._. �.�' :-..:- ._...: ..- E.J ._.. __._ 1 � .J. � ::- �.J C� ,iz �J � � � r _.. I 0 18' O.C. FOR ._ . , : I f :: �-c.__ -, _ '`-_ , /2� 1�..�. . ,/� `� . - � T.a2a.90 � TP. 22.51 ' I � FUTURE EXPANSION r-� �' ( ��-'.- �i.-=,� �.. ^c° T,C.2h30 ./ � ( 1�' -'': T.P.22.62 - T.G25.70 ��---.��// ,. � TP.23.20 h• '�' __- 8 STU �� ?� ' - ( I DRNE _.-----=, �����j�,Y� , �- TIU�°t' , _. -PR T.C.2�.80 ::jj - - / ry _. - T.G26.70 ---E'+�"^^"-_-R � k - 1= � T.P.24.30 ... " . _ o . s _Y ` I - - G.O_ 1, I. � ' T.P.24.20 1 - �- �- - -- -�- - ITP.26.20 �� Jl =. � � �+ .'.� QO , _ . 1`..• g ,exaEtz,�9:dcLF.-iZ .-i_�i:�. .__..._.` :. j� .... _. .__ __ o __ __ - _• __. - _._ __. -_ __ b�: I � I � , .� _�. _� ... � �- � - - ryh ry - -ry ' tVBJ �' ...' EXIST. SAN SEWER M.i . � /y { � /, 1. '� ' AP b' TO 8" .. ,�,�.� - T.R. 23.76 ' �' - - ' - - `V •- - - � � 26.02 PEW 435/ 8 QS SAN. SEWER TWO C.O. ..- - g• � �'� .L�ROP05Ep _ - - ^- T.C.25.25�I2' � F.L. 19.52 � i E NEW SAN,-SE��R� T.C-.27.40 T.P.26.70 Ih,UB2 P _ . �� :� ,.: .,_ _'� .. .C.25.50 �,�0 - AND f)PE MN. AT PK�2TH HVD SLOPE.o:S% �,..:.. I \• T • , - ..: T.P.24.50 1 EJc ir. 4(� I _MF(.-T.R:: 2620 „�;�] TP.26.90 TP �z C„ � tioo �' SITE- ADD A�..TE(2NATE NOOO�t1fd TRAC { I; i8" OUT o FL 2L72 i � _ -?i - _.. ', ' STF't $t•:Ir�,., M.M. _..:' 8' STUB FL. 2L90 �� C .'--�; �._�, -,.r-' _ I _. - ;...,, ; ._..�- � i t� I��M,n�rN I - �. TP � �-.'-'--'�---�'\TP 2 _ / � 3, �LUMINAIRES,. SIERRA�LINE:f000 W M. H., � r.,l _ 1 y _2Q'I� Ili h: �E I�.SI I I I � �`'--\,�.�..� - �._�._.,......`'. `'-' .. v j .a 3=SSCT-`°BFSH=120H ON 3q:FT'-_. ;... 1 '._413 I� w.lE I(, - �� .. �---�•� ., Q . EI f-, , 11.7z°a�tE rE Iti. F02 L6E WRH CONWETE DR ASP,IN.T CIR�U-TYPE STf.T�TS NCLtrE SECTgNS APRiC.t�E A tL5EVa8rE SDEWALKa TO 6E BLLT OnER THNJ pRNEWAY V4' TO V2' SLOPE PER FT. R/VJ 2:_O. CLRB 4' MN. WIDTH 3/8' PER FT,Qvi, UtvU GUTTER OSED W � I I vs�ra. .fie:-; .• �„'-: PH:M$$gN a B uGE Fca Au PRCPQSED DmWs aN v4' f0 3/4' SLOPE TO / cLRv®TYr�snxt�Ts f ACROSS WALK.. --- PROP. $AW 3/4' TO I- / ' DIY ;;,_ P BOARD EXPANSION JOWT OR V2' ��- NON-EXTRWIMS PREFORMED JOPYT EXIST, PAV'T 6' RENF. CONCRETE CSEE NOTE 2> C L6E WH3E PROP0.'ED DRNEWAY S TO BE ftLT VATH EIa51t�p SDEWAIXa, VanAE%CES"-� GRADE EAST- SIDEWALK MAY BE DPPED ACROSS EXIST. W,gLK � DRNEWAY AT MAXWIUM SLOPE OF f/F-r WALK PROPOSED DRIVEWAY EXPANSION JOANT E J wm a NDTE a D - o'/=uT OF WAY scone O SIDEWALK f BOARD EXPANSION OR I/Y/� END C1A28 AT N-EXTRUDNG PREFORMED JONT SIDEWALK PROPOSED DRIVE EXIST CURB EXIST. CURB FACE OF CU2B amm ua AW EXPOSE TEFL N ONCRETE TR T iv S E S O C S EE --AHS°W$R1YI`�- - 1 SrDEWALK BE CONSTRUCTED WRH PCRTLMD CEM3dT CONCRETE 5 SACKS OF CE#.4dT PE4 CLeO YARD CF CONCRETE. a-V2 TI-ICK . 4' MMU1 WDM 2 ORNEVJAY 9aAU- BE CONSTRUCTED WITH POIiTLIt-D CE3�.8dT CONYX�7E 5 SACKS CF CEh£ifr PER CUBIC YARD OF CONCRETE 6' THCK FROM CLRB TO PROF+ERTY LT•E APD � RE3•FORCFD WRFI Nt•AtM 3/8' O DEF 5TE9. BARS a 7p• CC EACH WAT WffH K)' LA➢S. OR EOWALH•R' WdD® WRE FABRIC. S CU78 E GUrtHt SNaLL BE CONSTRUCTED WITH PORiLMD CElJSfr CONCRETE (SEE STANDARD CLRB E GUI'IBt SECTKIN DWG. ND. 47F51 4. r BOARD E:XPAN610N OR V7 h�NEXTRIANC PREFORMED .kNtT, AT MH2VAL5 CF 36• MAxP.RM 74ROUGFgIJf ENTRE LENGTH OP SDEWALKS. WH32E f•EW WALK Mg-fSOLD WALr AM/OR PEVl DRIVEWAY. s. r BOARD ExPANBION ce vz noN ExTR1aNG PR�oRN� .pNT. �iVIFH,I SDEWALK AbD CLRB, AROUND FRE HYDRANTS AND UTLITY PCIES b TI-E AREA BETWEHJ ORNEWAYS. FROM BACK OF CL.RB TO SDEWAIK AW FROM SDEWAIx TO RIGI{T-0E-WAY LI.E MAY BE CONCRETE OR DRY. 1 _ �_ E � c0 i=jclST(IJG� 3n ��j� y I 11 -- - - I - .. GENERAL NOTES I ( I .fP Zlo.�O G, J. - c 4.a�1(1 ( 1 56a, CaEATE I _ i ._� _ TP.24.39 1��s5 : .C.26.55 '' 1 I E I �h I I ,S I ., � - 1 ` �' • : 2 ' ;. � T'P, 'z4,C7Q - ¢.nU,'j'O �t-tl G.7rI : L •Top of manholes, inlets ahcll .conform to finished grade. ' � {( 1 ILt` � 7 '. .. � � '1 Ap _ �v [ Grades shall vary uniformly between spot elevations shown. } ❑ ( � ; ' - `- � .,. P EMEI•lT•.IF :1. °-should the contractor find any descxepancy or omissions, from - (0' the plans, he shall notify the engineer at once to obtain '-� ,,m'®�®�'��®® ❑ ' ry NEW 65'/6' 4S 2 (IEEt7Ft� � I _ • - -' clarification prior to starting construction- � OF �� �� LL g _- a '_ ..__ 1 1�-� '�GA.cir� SLOPE�758?`�'T.C.24.95 I�'ll`a91� ��_. � -. '9. P - e9uired- �po�eo°°oo°°a°9 J .• Contractor shall obtain all construction ermits r '�' z i -'' II ! `� 24.45 T-. 1: T.P �5 I �,- .from governing authorities at hSa axpenae prior to commence-. 4he °�* � �-- � �' � � went of conatzuctimn. ° �i 1 � C T.C.25.00 : ,,.'�`�--�,� � 5. All construction shall com 1 with local ordinances, codes �O ° � � �� TP.24.50 j--/--`.-^- p y eosos•°o°wm•.•..e sae.. j o = � '°* C. � and regulations as well ae minimum property standards estab-_� - Ta27.20 T.C.zzoo �: ... � 21,9 � TNOiW S hl. �I�[L -..,. -.. - � lished by H.U.U. o s.•.<eoo°o:.....® � :: I T.P.26.70 TP.26.50 - n : ,� , - � 1 + -- - -- - 6. Contractor shall verify with Engineer as to the exact loco- pqA •o. • � n °g G��N -" - DuM r-"�"^ • - 1 tions and lea the of all storm, sanita sewer and water : F•o�=•o• + �u�u3 OO � . Ur o � - T.C.27:50 F.G. °Jro r, t : q ty k1 r- > � 1 TP.27.L10 27.75 �- �� P'l� 1 • �.�L�-G'j"cyLl�'tE���. 1 service lines rior to construction. �f�A O�°9�`Q� ��i X„�+�� V j - G � � � , C- SAMf'161A)1=1L - f �' - _ - '\ _. 7. Contractor shall Oe responsible for locating and protecting �A tgv. STr4o°°tee ^-y o '�. --�'• _-�INTr��.�Y `�.. I ell existing underground utilities. - R� !py`�i° �\ o' �j j a ° _ Cp •�. - -- E. Contractor shall' coordinate storm sewer constructimn with `�h•� ;, < I {/y ❑ l+j TP.24.65 „_'�-^-- 2 other underground lines to avoid conflicts.. `4`�?`•�"''�Y ((�j�!�!';:. ❑ 2 j... O I DGE OF DOCK ' -' � gyp\ �' ❑ 10 E.�I_ � 9. Clearing and atripnintl Doted: -6 WALK I'/FT. SLOPE �/ /'� n '(' �'_') �``�, 1 � N I 27.80 _ _ EXISTING KETAIL S�I'OKI_`'^� �'�-�� !. 1 /'� Strip surface of site under building areas, under paved ❑ oz I 1 TP.24.50 1 TP. 7.91 - r \...✓✓ - � areas and at areas to be covered with site improvements to a' -_ I! W , .�--"`„ / ��----- � •� depth of at least 4 inches Out sufficient to clear grass, '. g �I O I �I - � �-.J -- 1-�11 Q II roots and debris. Strip surface of site at areas that are ' N ; .�-- - I 8 � i to be left o en Out will be covered with fill, to a de th of a i (0 i ..__�x15T.elt�� _.: �. I o 4 inches. p p WILSO�1/�ZETTY 7- - - �-, on I 1. p. m4 N � \,. 1 I � 10. Grubbino - ', � U � 31 0 BENCH MARK + © ;i- _ 1 Remove stumps, roots over 4 inches in diameter and matted ;� � � Z i I. �' 'ry�• O 1 - • oM : roots within the limits of cleaning to the following depth: C♦ 11tt�� �.i. " _ ,. I 1 J;`�.':, .:- - '- N�N�' XCUT IN CONC. 70P OF *� - � it->/-L�II�..��._ - - - O S,I �, .. �, 7 - T.C.26.39 LAMP POLE FOOTING `"...-: � V� (�d� � � -- ;J �V�`"ti, �- � - v under footing - 16 inches �p ASSOCIATE ' � GRINCa®S F.F. EL. 28.0 o7i EiEV 28.97 'i � ( Under walks - 12 inches ARCHITECTS 0' I > -: I fi _ • � � � � �• �%5`G-E Under roads - 16 inches - - ,, ' � . , 1 � �� NGVD OF I929 �. � : - �:� 1 � Under parking areas � - 12 inches �'• � � { • - ( 1 RELEVELING 1978 '�, I • � Ici � Under lawn areas - 8 inches ENGINEERS i Q 1 I 1 •� t Q v � Under fill - 2 inches '" � LLi 1 1 I (where footin and roads will be constructed on fill,. �` � � - - � � removal shall be Co 16 inches). p I ,': i '.. • � � 7 i II _ ( II ' � -� CGJNT: �/�- � ••1 ": � - Prio to placing any fill, all clearing and grubbing opera- CANNER -_,,; ;', :- ; : � 1 - (�%'0 �' � i ( _ C��� _., � � �,� � tion shall have been com leted on the areas where the fill �. / -� � r ,U(k' is to be placed. Stump holes or other avail excavations in ^. � � � � -�-J' ...-_-..._ .. � ♦ --• -�- -fp,� � the limits of embankments shall be backfilled with suitable j ,. - � i i � I � �� � material and thorou hl tamped by app_cved methods. The 1 ' "' "'�' ° �+ - i - - " � - � - filling material shall have a plastLcity index of not ,: _ � (, �, ( .. I , - �_ I I y z � - _ s � greater than 20i. '"' t � - ❑ � '-- - �' I FS71 shall be conatrveted in uniform layers not to exceed B' N' �`% i � ?' 1 r - -. _ - .- - in thlekneas loose measure. Each layer shall extend across, 3 ,' -" �. � �.. I ,/�� 1 AO �`, •- - the entire fill area and ahall'be compacted to at Teat 95� ,; ," - �;'�'�� ' , i � � -.:. � � - - � � - standard proctor density between optimum moisture content b _ r "�� 1 .,� • � : _._ _.-: STYP. � F.G. 27.50 r'('^• ❑ � .y • � � `LNG• �v IN� � optim Fill material deposited �� „ , , .; ,,.. ,I - .. __ ._: PATIO '-, �' .�r7 � Alt.�j:�.-.... f � in place by ma soiofu acxnparnt dump trucks, or similar N � ��, '�� '-" � --=-� � J � ' 1 'equipment shall be thoroughly brokon up before being spread G -- -.�- T - w ;.' �� � i�---., I i into uniform la ers. �- I ,: - , � �11_ �-�---'�'�--_�������----`,---"V ����� ;' � �� 1 I2. All concrete shall be Claaa •A•, 25DD P.S.=. � 3100 WILCREST DRIVE 1 'T_ �3 rz� u� I I '� 1 � T.027. O - � ' ' � 1 t �_��/- `�\ - " ' . 13. All exposed corners shall be champazed 3/4•. ITE 3 I �• ry T.P.27. O � 1 ,. I''IN by�(71��VI-�d - -��. � ''-"- � ` --- �-� �-- - J 14- oflbara ensions relating to zei^.Forcing steel are to centers' 2e. i � �' -.�_ / ,...�LEGTI3.IGdL.42 N(7U1'ts , � � ` J TC.26.5 - � � T.C.26.44- 1. CQ�LG.. RETAINING V1/�AI�L::. ; 19. All inlets shall be concrete. j I - / ' � � ��' �,- - - _ _ i HOUSTON,TX 77042 a7 I E•�; TP.26.00 J Ll� �`---� ,a_ ._�.�- �;.,_,�� f _-- --- - __, -� - � 1 16. Harsh le walls to be precant concrete. ``- � _ �__-�.� ���E •' 1 1�11 1 17. Size of inlet to be designated by width of clear open ng- . {}` z i. ;° � -"- 1 �` TG-j6.$3/ I- �tG 2'1•ID I� T .27.5 -'� � '" '� ' I-�' - � 1B. OUcwele shall have one wrapped in roofing felt to prevent'. pHONE.�713.952'VVOo .: � � 7P 2r5.6o �, T 2700 � �' j o i' - TP.26.4-Tr'2�.3°J`. � ! � � � - : I5. The concrete base of manholes shall be allowed to set a min- LL I r � _ �_._ ___ -' -, ,� i.•numt fcl2ohoura before lacingsadditional concrete. ui � - i ^- -' `-`�---.- `�--' � -` zu tan of sanita sews crossin water lines shall z p FAX: 713.952.8610 r � '" I i Lj 2- 4• f1i PV.C. - � .., 20. Cons rY B i rxl ""� Hied eras tment ter �Wl > '< is , � _TL:2r7.a1Q '._. � 9, .-4 . ...,. h,('i p�,VE(V1�7T --. pxi byTO Depar Hygie Augus rOjeC -�� �" � gout y xu nd regnlatioaa ubll er system • - i of Ha ne t Y978. o I � T.C.25.9 ?R.26.¢a Q-'1' "I'G2(o,59 � Z _..__a- _-.._..� P t• (-1 � � EJ. TYP. ...� :.TT'26.OF1 \ � ( � � _... ®® !may+ z Z � - 7Cp WATEP L[•E MONUMBVT .__._ 1 � A o � I ' - " - � gY OV,�,� �L. _ ___ _ I RESERVED RESERVED U o a � � ` 1 2- 4' Ff P.V,C. COND. ��� , __-__. � . � � - T.C.25.4 L6�ER PAVEMENT I -.F `- T� �l'ER E C . TO PROVOE � `-'\„�. - � o � � P.24.9 T.C.24.90 .yt�2 �. _ � � G,45 _- - - ----- - - = � i�NI Mc P ', _ _ _ _ _ - - - - - EX 1 GAN K 1 T GNE _ J j r3 ❑ i P.24.40 1yg �=1:P2 .a14:,.. • _ T . 6.§i�� ? CfTY OF lA PORTE y SIGN . -N�=Pr.�%W� P -L�i-� - 9 _ - _ - � - __" _ _ J � � _ , �_ �� -,__ �-r / - - AR - _ N" - - - - - - - - - - � - _ - - _ _ _._ - _ -_- -_--� - ... _ _ _-, _._ _ __.__ _- .VAN ( W z I _ ^ � >c " A <' I O / p h fj 9 �_ , s N C9 `� a � rye`^_ i--�-__-v___ __., _.. .. ~- TF.2rae�6� .ry�'J'�' -L�LI� "(li�+ _" � am - I I �� 2 , � � ' I Address: T.C.23.88 VE EXIST. CONC. DR, E CLRB `r 2l031 I NEW TO C. OF L T-G24.I5 r.a243o I.. � � UNDERWOOD STREET i S ST ARDS TP.23.65 ._ TP.23.80 _... -.. -.. _ -... - .... .. _..... -.. _.. � I I NEW DRIVEWAY APPROACH 70 CI7S'Y'8 GAS LV•E �� OWER EXISTCJG MAN HOLE RIM TO GRADE �x� dfi I� W, I�. M....-.. - � � (n 1�- -�., LAEPORTEHITEXAS I :1011-I-(SEALAN7 - JOINT SEALANT y UNDERWOO® ROAD{100' R.O.W.) �-A�T�'�'A•�.ETGRATe � � rbwGolzµwc-,�asL tx�wco2NlNc� s�sL HANDICAPPED SIGNAGE ` � � I it �.. 2ELF.LEVELINC-T 2ELF LEv�L1E-�-+-. ' , I WITH TYPE'8•BN.ETGRATES .:-ti;�- '`n- - �sJCOFiTT-%:::�' SI IGONE - �-.�-ILIG E ,,... � T S k I lY 4{ 7.cj.°a,c. o - �.,r_,- '. _ Governmental Jur sd _ ��. .�•:: ;tiy. j .���' BUILDIONGLPERMITS ti .� -,�= EXA � - •H.� I •" • =:� •'B• -_ ° ^ 6 � � 604 W. FAiRMONT PARKWAY [ � �[ ~\i•. ' / %4pa; • : _ :'°� '..o'% -o.o• _(� ' - - '=.� n LA PORTE, TEXAS 77571 O °O - - - .. • _' ' �' .. f3E.ih-LG A ® �i(o �S>G�i� ��J"q. 04.2.SQ.�(. � TREK � PHONE: 713-471-5020 I '_� - Z ' '!'�.No �ILL.c>}! _ ,- - - -• ,;--_:.:_ _- •.�_-I-_____.....i � a O� L4NI7 t�IN6 P��iT O� T�IAT `G�F3T,oIN4,�3`� � � -Gu Mlri(GrniP. _ • �� • a� ��( •V" '; � ;d,Gt%� '(I�GK COI;IY�`(EI� �`(. 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