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HomeMy WebLinkAboutPORT AUTO TRUCK STOP SITE PLAN (2)Fif E - (> HN DRANT t = i 0"VATff� LINE o ki • C C O x - ' INT 1 6 NORGN�S — —PO— — I z lA PORTS P coo=� N 75 cccc I - - C � —cw,=rnu,E PROJECT in7TH, l LOCA31ON —\� —ems+— — �' I I } --T un a 1 H uo7ES: i SATE HIGHWAY i46 iTH .I ».us ro eE cwsmuc*n ;r n• ?eia T { CE F•ECAST BCR uer 9E e5F° Pw •rwgv4. t .} 72TH Sn.LL SSE WtC.r f°.,r _.. } 1 i `•bT+ Q �� ;4TH - -_ SZ ,+ 6�x mc°w a-° _ _ _ } ti 20 0 20 40 60 Feet = i6TH g` TYPE A GRATE INLET _ /.E. /8.9/73 C N lYfW TAP o G, aY+ z . �a cw o ° -6'-7 ` c"� �� ��� g9` ,_ SCALE: 1" = 20' _ r- PAGIFlC _-. I '2•.&71 .:q,o O O✓ L.el Opp •6� Yi ° ht IV: �\ \ /•E./ oo g•, o i'•rc, wtr.% s'"�"--LC'F' .B ieF,NE 9�� - �B �C L ✓ �•�3,G, C.C. t.o{?1 ti { NffY MP 3 4'2v 1.'C Tc.at.t4 SN T C,z.t•i 1NLE7 2 u E ,Zi.J T•C, ll, 5,_O" ARINOdCOVER MANHOLE ' �• �4 �. —49 W� 6; .a9 -. 3 a eo.ie 5 �, ,Z .69D STE 0 BARSITYP.) / 4RS .. , f G,? ONC. P_:WT M A BB ui , - T - =1r _z _ _ / \° ELEVATIONS ARE IN FEET AND REFER TO N.G.V.D_ OF 1929, 1987 EaLDGa. Lt►lE m \73\9 Zo.o IB"GUTTER _ RELEVELING, REFERENCE BENCH MARK IS U.S.G.S. F-1147 LOCATED AT j b A- pr U _ STATE HYW. 146 AND WEST BARBOUR'S CUT BLVD. NEAR BAYSHORE MOTEL,' R .r ! �. / v g W •5 BARS 4 BARS ITYP.) ELEV . {�.A-c 1 f ` dm L-. ..."FXnPANSIO-.._t ...__ D.zsi �CEV�aTtaNS ADD 1.Z5. \ w---- — :� I e 14 � le' PAVING BLOPLAN a L • 1 s, 11• / �58ARS / 'A m w i y Q , / / , 0, ZSA� �•: ` _ fiAW LINE OF GUTTER _ — — Z UJI TO REMAIN O D TOP OF amie— I i _--__� ---- - o T j cp-/.GGa + EXIST. INLET __ _ �� -' G.o. r _% , °fit AUJuaT To M s3BARS ---_- sBARs o z 1i111.:_ jj{jj�jjjj�j�����``'``t`iEvc .'�'� - A / "TfiP 19.Bo y C0 REIF. CONCRETE / / — T E1LlS T. OR PRECAST CE STIFF MORTAR MIX - ' / // / i• E 1 D• t l s POURED IN PLACE--- m MP D3 a n }— `_ t Q �. + _ ililil Q _ — .— - OU _ jz. 0'� P.o.,.,`�,=' - x21.Z 7PIL1.2z / q�°w Tc_ a7t.zl.o TS.Zo• SECTION .. L -70 1, - > M 1're.2t.1 t / U z •• Qt'.' •• _ - 4 PERA 18" 1 a G�t�! c� SLOPE i .. 't.. ZZ•. Z). _ Sq 0 - _ �• W G 11 \ S 5EBARS i I t _ 21, goo = - _ 21. _ - _ �••� O . C o, o I U 93 9AR3 94 9ARS Vv — _ CONCRETE z ,. _ pEIF pQ !p N p iy Q iJ C - OVA bI Zo.3 'rnJ e L STORE D ' FL _ �' ;0 DETAIL - CURB INLET (MOTEL ABOVE , fft. _ N N ►g 4O Q� /.o/ mks. T r• . — _ H TYPE °A' INLET T�'P f t.E, !Z•v I a '� o•Iv Ate. + `) j = o' ( j y � O a.•#iZ,t. - 2.7. Z i.8 T• 2- , Q a } ?n�9 �t _� `4 BOARD NAME OF DEVELOPER: PORT AUTO TRUCK STOP 7I A. _ _,Z A-►9 TYPE. OF DEVELOPMENT: COMMERCIAL n tlp o _ + b • OWNER: FINEFAIR,• INC ° v - A !$ IwL , a _ ti 1, Os W z ,'0.11 Ac. 5 �'4 - o 5.. 7n TYPE •A INL b? N © , _ �_ W; ,OP199® � �� Y LEDGEND BUILDER: DMAC CONSTRUCTION CO., INC. POP. POWER POLE P.P. ZONED B 1 U GUY ANCHOR GUY o Ci o --- ----- --- --- --- s� JOB__ ADDRtSS•. - _904 WEST BARBOUR S CUT BOULEVARD f 1J =` OVERHEAD ELECTRICAL__ O.H.E. z ' a� �,= .4, E 41 _ MAP LOCATION: 540—Y `� °ti LIGHT POLE L.P. � 5 n a1 A-!G 9 FIRE HYDRANT F.H. KEY En d W a m _ is s 4' Q•ID AL WATER VALVE W/V 3 N E",� O MANHOLE M. H \y° NOTES: a0 0 \ I �t " /� �,p •� EXISTING ELEVATIONS- x L C, a, a ' W ---- Lt--- 1 t9 l E 79 �iJl� Cn� v PROPOSED GRADES P 1. ALL P.V.C. DRAINAGE PIPE SHALL BE ASTM D 2241, --- ----- --- a v / a` • ,°' r TOP OF CURB GRADE TC SDR 21, BED IN AND BACKFILL WITH CEMENT STABALIZED y i 4C °y* f / GUTTER GRADE G SAND TO BOTTOM OF BASE. THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS A I.E. t 8'90 'PAVEMENT GRADE P APPROVED THIS SfFE PLAN. AND DEVELOPMENT OF PORT AUTO ✓ 2. ADJUST TOPS OF EXISTING INLETS TO BE USED TO l POINT OF CURVE P.C. TRUCK STOP FOR FINEFAIR, INC. IN CONFORMANCE WITH THE LAWS /a `w•Ai' zo• a EXISTING INLET e NEW TOP ELEVATIONS AS SHOWN. OF THE STATE OF TEXAS AND THE ORDINANCES OF THE CITY OF i ld34 *i • ALL NEW OUTLET PIPE TO EXISTING INLETS A PORTE. 20.28 4,2.e.O3 <oS./ i�.8(•' a 41. 30°l0 ,Tk%_� O 00 PROPOSED INLET ❑ h Gzr, cb .ZzcEyi o.03°lo c'."% �' - .. o 0 6 0� 4• o. 9_ 2`.2°�� a -- INLETS AS ,I4�3 INSTALL ST LA Zo ?8 /IYt E T WATER LINE SHOWN ItdLCT c, zo:�t a .2o.ta r .' /.z.'o t+N/. ' Q 53e. °z� .�• _ ,,.oz - - a -i 7,1,S2 ° �• SEWER LINE 4 ALL NEW INLETS TO BE TYPE "A" GRATE �o, ' t 2o�s6 ,•°z,•./,E, r7.✓o9 -- .y • �i� 1 1/2" LIVE OAK PER DETAIL, AND CURB INLETS AS SHOWN. LIGUSTRUM, RED TOP, ^ 5. CONTACTOR TO REMOVE AND REPAIR ALL WASHOUT CITY of to PORTS, PLANNING ATTEST, CITY' ENGINEER 1 Ic'/ow,•ta� ¢o s AND/OR CREPE MYRTLE AND HOLES IN EXISTING PAVEMENT WITH TYPE GS-300 'a'� ro /�+•=• ,9,zs CEMENT STABALIZED CALCIUM SULPHATE MATERIAL TO BE Ile w+l ,_ •ra.G1 /A/c6T REMOVED TO TOP OF SUBGRADE. 1 18'9Z 6. NEW GRADE SHALL BE ESTABLISHED WITH CALCIUM t�-- SULPHATE TYPE GS-300, & 2" OVERLAY OF HOT MIX . ASPHALT CONCRETE, TEXAS DEPARTMENT OF TRANSPOR- TATION, ITEM 340, TYPE C (COURSE GRADED SURFACE COURSE). TACK COAT OF MC70 SHALL BE APPLIED FLOOD STATEMENT PRIOR TO PLACING H.M.A.C. LEGAL DESCRIPTION __ I_HAVE EXAMINED THE FLOOD INSURANCE RATE MAP, 7. DRAINAGE DESIGN BASED ON 2 YEAR FREQUENCY COMMUNITY' PANEL NO.48201'c0945J, DATED NOVEMBER 6, AND RATIONAL METHOD OF DESIGN. 5'. 51.77 ACRMS'+ QB' LAN7� 1996, AND HAVE DETERMINED THAT THE TRACT HEREBY I, H. Carlos Smith, do hereby certify that this plat correctly OUT OF BLOCK 5 SURVEYED LIES WHOLLY, WITHIN ZONE E AC AREAS represents a survey made under my supervision, and that the facts 8. CONTACTOR SHALL NOTIFY THE CITY OF LA PORTE NEBRASKA SYNDICATE l DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. as found on the ground at the time of the survey are as shown DEPARTMENT OF PUBLIC WORK AT 713-471.-9650 AT " _ y*� VOLUME 84, PAGS 345 H.C.D.R. tI WARNING: THIS STATEMENT IS BASED ON SCALING THE .4 hereon. All corners, angle points, and points of curve are marked LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION. JOHNSON HUNTER SURVEY, A-35 ' with 5/8" iron rods not less than'30" in length, and that this LOCATION OF SAID SURVEY ON THE ABOVE REFERENCED - pp _ 9. CONTRACTOR SHALL NOT OPEN OR CLOSE ANY WATER LA PORTS,_ FLARISS COUNTY, TEXAS MAP. THIS INFORMATION IS TO BE USED TO DETERMINE _' plat complies with the requirements as specified in the City of La 4 »°ti �. - Porte Development Ordinance. A. ��gae�p�,h� VALVES. THE CITY OF LA PORTE DEPARTMENT OF PUBLIC I FLOOD INSURANCE RATES ONLY, AND IS NOT INTENDED TO r . mq WORKS SHALL LOCATE AND OPEN ALL WATER LINES. IDENTIFY SPECIFIC FLOOD CONDITIONS. -WITNESS D AND SEAL THIS �3 DAY OF 9 "° �# 10. CONTRACTOR SHALL NOTIFY THE UTILITY COORDINATING - '^ H. CARLOS SMITH - "" _ . " '" COMMITTE AT LEAST 48 HOURS PRIOR TO CONSTRUCTION AND DATE so't`E p 122EI e• oa� c4:roe AND SHALL COMPLY IN ALL RESPECTS TO O.S.H.A. SECTION sFPr.,�99r H. GARLOS SMITH Aal,; HW"Ml Y' ' .,•s H . CARLOS SMITH ��'*•Z.�»s1d'tT,a r ENGINEERS ANO SURVEYORS. INC. : ,toe NO. 1926.651 GENERAL EXCAVATION REQUIREMENTS. v/�/9�-A10,l� s'f�]� as DRAWN TEXAS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 1228 >S 9/z9/97- edA� rd. cr G�./`BOX3t13- 9T a 0/z3/9 7-G� r�/ 9/�z�97 CHECKEo P.O. LA PORTE, TEXAS 77572K 0529 SHEET !/ 1✓//S/97- CaRADES 7� OP ! / 13 / FlE✓/SEA1 9// 9 -6 D �/