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HomeMy WebLinkAboutWAFFLE HOUSE - LA PORTE, TX SITE PLANa i I z ¢ 0 a 0 w z ¢ _ 0 o } o m a w a a "o O 0 0 a I �I 'z (I 0 J U w z Q o � c �- Z ¢ © o c c ¢ o - ¢ 0 o U 0 0 z j4 a 3 o 0 t U 00 o n I rn m I C4 N 3 Ld Lq SAN MH RIM ELEV=16.86 FL =6.66 (FULL OF WATER) FAittnnv�� ASPHALT WIDTH) (VARIABLE No F_131825 �- FILM CODE No. 164-14-8612 )ND) 0PADE CONC. __�- _ 9-DWARF --� PROP• -_ HOLLY SHRUBS PROP. 3'x3'x4V SIGN MH D LED FOUNDATION w/DRSTMIM DETAIL �� E SEE SHT. S2.3 SEE B�437150 RIM ELEV=18. Y1.77 ' SOD FL _ FL 42"NW= 11.77 LANDSCAPE AREA FL 36"W= 11.77 PROP. PAY d a 6-DWARF - I HOLLY SHRUBS I I I I WALL SIGNS I I I I I I I I I I I IS' i 11 I I 2-PIN OAK I TREES Q I I WALL EXAUST v I I I I I I I i f I I .- L I i I I N I I i I � I I E- I I o I I Z I I I i 16' ALLEY -I L- (ABANDONED PER CITY ORDINANCE 96-2122) H.C.C.F. No. S133728 I I I I i I I I I I I I I I I I I I I I I I PHONE SOD SOD HC ti 5' SOD W N ov_ J N M Q O 3� 11 ��+ a v o� Cl- SOD 23.33' SERVICE AREA 38 37 w36 � 35 5 34 33 CALLED 0.5739 ACRES I ( a L. D. BLACKWELL, ET UX ( ( ANGLE DUMPSTER TO I I ENCLOSUREG 32 BPM PARTNERS, LTD. ( I J 9.9' 18.0' R199389 ( I H.C.C.F. I I' Q g 31 O �� !✓ D 30 07 V� ( 29 0 i" L O{; P 28 27 i �0�. I 26 POWER POLE L ( h I I _ 4"WI 'K' STREET (60' R.O.W.) m a uj s a o z z U a Ir a 39.0' O o - - - C6 2 3 4 2 SPACES O 9.0' 18.0' C M 0 v cm 1.5' R 5 in 6 7 8 9 10 11 12 W 0. < OD 13 21 5? c g e O 14 c 15 N 16 17 18 19 18.0' 10.1' 20 �° 9 21 22 23 24 25 ED STRIPING PACING j1 WEST 95.00' IXIST. ENTER GAS LINE 4.0' ASPHALT TYPE 'A' INLET RIM ELEV=16.71 FL 54"W & 60E=10.91 (FULL OF WATER) SAN MH RIM ELEV=17.42 FL 30"N=3.82 FL 8" PVC N=10.52 PVMT. IN PUBLIC R.O.W. BY CITY OF LAPORTE LLl OI O 2-CRAPE M TILE TREES WI W U O N Iz N = TI v O Q° V) �I o T 2-CRAPE MYRTLE TREES POWER EX. FIRE HYDRANT ( POLE & WATER VALVE SAN MH 1 RIM ELEV=16.82 FL 3(rN=UNOBTAINABLE FL 60" E & W=UNOBTAINABLE VICINITY MAP I N.T.S. l KEY MAP NO. 580 E BENCHMARK (NGVD OF 1929, 1978 RELEV) ELEV. 18.27 TOP OF OPERATING NUT OF 1st FIRE HYDRANT WEST OF HWY. 146, NORTH SIDE OF FAIRMONT PKWY. T.B.M. N0. 1 ELEV. 16.46 RAILROAD SPIKE IN NORTHWEST FACE OF 2nd POWER POLE WEST OF HWY. 146, NORTH SIDE OF FAIRMONT PARKWAY. T.B.M. N0. 2 ELEV. 17.81 NORTHEAST BONNET BOLT IN TOP OF FIRE HYDRANT AT 13th STREET, NORTH SIDE OF FAIRMONT PARKWAY. CITY APPROVAL 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 BY: ------- DIRECTOR, PLANNING DEPARTMENT 1. ALL DIMENSIONS FOR PARKING ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 2. PAVEMENT THICKNESS TO CONFORM WITH SITE GEOTECHNICAL REPORT RECOMMENDATIONS AND OWNER DIRECTION. PUBLIC UTILITY INFORMATION SHOWN HEREON IS BASED ON FIELD SURVEYS AND PLAN INFORMATION AVAILABLE TO THE ENGINEER. TO THE BEST OF THE ENGINEERS KNOWLEDGE THE INFORMATION IS COMPLETE AND CORRECT. OCCASIONALLY SOME UTILITY EXISTS WHICH FOR WHATEVER REASON IS NOT REFLECTED HEREON. TO INSURE THAT THE ENGINEER HAS ADEQUATE 11ME TO RESOLVE ANY CONFLICTS OR SURPRISES THAT MAY BE ENCOUNTERED IT IS REQUESTED THAT THE CONTRACTOR DIG TEST TRENCHES AT THE STIMETA PORTE. RIGHT-OF-WAYS VERY EARLY IN THE PROJECT AND CONFIRM THAT ALL GRAVITY UTILITY LINES AS DESIGNED WILL WORK. ANY CONFLICTS THAT MAY BE ENCOUNTERED ARE TO BE REPORTED TO THE ENGINEER FOR ASSISTANCE IN RESOLVING. IT IS IMPORTANT THAT THIS TEST TRENCH BE PERFORMED WELL BEFORE THE PLUMBING CONTRACTOR CONTEMPLATES CONSTRUCTING THE UTILITY $0 THAT MAXIMUM DESIGN FLEXIBILITY EXISTS IN SOLVING THE CONFLICT. FAILURE TO PERFORM THIS TEST TRENCH AS REQUESTED WILL RESULT IN LOSS OF CONTRACTOR RIGHTS TO CLAIM ANY EXTRAS FOR LOST TIME ON THE PROJECT. LIKEWISE SHOULD THE CONTRACTOR START LAYING THE UTILITY FROM THE HIGH END AND SUBSEQUENTLY DISCOVER A CONFLICT AT THE STREET AND HAS NOT PERFORMED THE REQUESTED TEST TRENCH THEN IN THAT EVENT ALL EXTRA COSTS TO RESOLVE THE CONFLICT SHALL BE BORNE BY THE CONTRACTOR. WEST 998.440 MATERIAL QUANTITY CONCRETE PAVEMENT 1,814 S.Y. DRAINAGE: 24"x24" INLETS 2 EA. TRENCH DRAIN 1 EA. JUNCTION BOX 1 EA. MANHOLE 1 EA. SANITARY SEWER: 6" 155 L.F. CLEANOUTS 3 EA. MANHOLES 1 EA. WATER LINE: 1-1/4" SCH 40 PVC 166 L.F. 1" WATER METER 1 EA. STORM SEWER: 10" PVC 240 L.F. 24" RCP 70 L.F. 6" CONCRETE CURB: 675 L.F. SELECT FILL 103 C.Y. TOTAL PARKING SPACES: 38 TOTAL HC ACCESSIBLE SPACES: 2 ZONING: GENERAL COMMERCIAL PERMIT AUTHORITY: CITY OF LA PORTE LOT AREA: 25,568.30 SQ. FT. LANDSCAPING = 25% TOTAL AREA INI.I ADFORD, III 61636 PROJECT W A FFL_E HOUSE LA hORT'E, TEXAS SHEET TITLE L7IMENSION SITE PLAN AND PAVING LAYOUT DATE JOB NO. MAY 1997 DRAWN BY SHEET NO. FIEF CHECKED BY 0� FIBS SCALE r-2V CUR JOB No. 97-029-00 17,, 9Z 17 3 I 1 I is i i a z i I ❑ 7. WU W z o � - o z _ n CD o z � ¢ o a � 6 c0 W ❑ LI o ! 5 a i r m I. 45D STM MH 4j A' RIM ELEV=18.12 FL 54"E= 11.77 FL 42"NW= 11.77 FL 36"W= 11.77 0 �6( 40) ASPHALT . 0 PROP. STORM SWR. M.H. WIDTH) (BY CITY OF LA PORTE) (VARIABLE _ 131825 24"FL12.83 H•C-C•F' Noo. 164-14-8612 54"F1.11.33t FILM CODE _�_-- -- PO 0.17 %-24'RCP NOTE - MAXIMUM 5% SLOPE IN DIRECTION PROP. 4'WIDE CO PROP. 3'x3'x45' SIGN OF TRAVEL ALONG A DESIGNATED w/DRILLED FOUNDATION ACCESSIBLE ROUTE. SEE DETAIL SHT. S2.3 96.02 w/ LIGHT ON SIGN POLE 4C N 81.3715C' E 2' CURB FOOTING -A TPA§�2 LANDSCAP EA 0 TP. O N PROP. PAY HONE Tp. 17.80 1� 0A MAXIMUM 2% SLR E IN ANY DIREC 18.00 WITHIN ACCESSIB PARKING AREAS FIC SIC - I I SAN MH I RIM ELEV=16.86 FL =6.66 (FULL OF WATER) I PROP. POWER CONN. TO I POWER POLE I BY III RP. I I I I I WALL EKI T I I I PROP. GAS METER-� I 1�" 400 (WATT MH LIGHT �� N A61E-WPC-� o CAN 1IVASH w/HOT & COLD WATER 10 1000ILLON GREASE- TRAPIvFI/MH TOP `o' I PROP 14'- 6" SDR-26 - Q ( SAN. R. O 0.70% PROP. SIMPLE WELL PROP. C.O. ---- 16' FL 12.51 1 I 16' ALLEY No O (ABANDONED PER CITY I I ORDINANCE 96-2122) I Z H.C.C.F. No. S133728 I I I I I I 1A ' .1Oh I I I I i I w FINISHED GRADES Z I TO MATCH EXIST. 5, I ELEVATIONS AT CALLED 0.5739 ACRES I PROPERTY LINE L. D. BLACKWELL, ET UX I I %0 TO I ANGLE DUMPSTER' 2 BPM PARTNERS, LTD. I ENCLOSURE R199389 I I a H.C.C.F. TW.18.50_ lmL .60 1 2 1, 3 4 - - - TP.17.75 TP.18.10 w 26 = & PROP. JCT. BOX O D 100FL.13.67 24"FL12.96 N �O) M Cn O 3 ai ad `� 25 II TW. w `o L`LL_ 17.7 O c a par PROP. C. 5 6' FL 12.3 17. O Lj m 04 24 O 6 n to N 7 O a' oc 06 M �� 8 Q� O a q 23�. 9/ TP. 17.3 SERMCE n N 1 PROP. 6" F C.O. C PROP. 5LF. SDR-21 O P.17.40 PROP. TRENCH DRAIN TG.17.40, FL.15.60 10'FL13.88 �, PROP. 26' THE CH 0 O 1.00% ,5 �. PROP. TRENCH DRA FL15.90 FL 24" (0 RCP=13.67 CONC y 11' � ti 01 1 � ASPHALT No N �1. SAN MH RIM ELEV=17.42 FL 30"N=3.82 FL 8" PVC N=10.52 .y 18.10 18.5038 4� "-PROP. 52'-6' SDR 6 W I � 2 � 37 PROP. 0. 12 I cU Z 6" 12.11 _ N TP. 36 13 TP. ^ �^ I r a 16.80 6 16.80 N �JJ a �• TG.16.40 t4 C� a 35 3 0. 10-FL14.15 h O a- �a 34JE GM 21 15 �6T( U E CO g33 i U® 1 s a N i.} I o N o a. O N 20 17 g as g d 1 N Tp. 18 TP. a Z FINISHED GRADES T'• 32 ■,� TO MATH EXIST. 17.20 I� 19 ELEVA71 NS AT j 19 20 PROPER T� LINE 31 >s so 29 i 28 26 S j O POLE R �g v ° �0� ' PROP. 6 I� W.M. -- - - - - - - - - - - b� ,Ib1 �6 'K1 STREET (6 0' R.O.W.) ,, 9 4 v0 L o Q , I 6 I I I\6. 0. 21 0. 87 ACRE TP. 25, 68 SQ. FT. TG.16.40 16 18 10'FL14.44 23 REL*ATE 24 EX. RE HYDRANT & WPW ER VALVE N` CONC. TP CURB 25 16.9 M try POWER I �' . 1 a POLE 5 TYPE 'A' INLET RIM ELEV=16.71 FL 547W & 60"E=10.91 (FULL OF WATER) PROPOSED PAVEMENT IN PUBLIC R.O.W. BY THE CITY OF LA PORTE CONNECT AT EXISTING CLEAN OUT & REINSTALL EXISTING CLEAN OUT 6" FL 11.54 16.90 NO, 95.00' - - 12" WATER - LINE - - - - .. EXIST. ENTEX GAS LINE - 2CURB FOOTING SEE PROP. 12"xt-1/4' DETAIL SHEET. I SAN MH TAPPING SADDLE �1o� �h RIM ELEV=16.82 FL 30"N=UNOBTAINABLE FL 60" E & W=UNOBTAINABLE SCALE: 1" = 20' VICINITY MAP N.T.S. KEY MAP NO. 580 E • ZONING: GENERAL COMMERCIAL DN.`lEIOI MY PERMIT AUTHORITY: CITY OF LA PORTE, TEXAS LOT AREA: 25,568.30 SQ. FT. LANDSCAPING AREA = 25% TOTAL AREA BENCHMARK (NGVD OF 1929, 1978 RELEV) ELEV. 18.27 TOP OF OPERATING NUT OF 1st FIRE HYDRANT WEST OF HWY. 146, NORTH SIDE OF FAIRMONT PKWY. T.B.M. N0. 1 ELEV. 16.46 RAILROAD SPIKE IN NORTHWEST FACE OF 2nd POWER POLE WEST OF HWY. 146, NORTH SIDE OF FAIRMONT PARKWAY. T.B.M. N0. 2 ELEV. 17.81 NORTHEAST BONNET BOLT IN TOP OF FIRE HYDRANT AT 13th STREET, NORTH SIDE OF FAIRMONT PARKWAY. NOTE: 1. CONTRACTOR SHALL VERIFY ALL FLOWLINE ELEVATIONS 48 HOURS PRIOR TO COMMENCING ANY CONSTRUCTION. IF A DESCREPENCY IS DISCOVERED, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY FOR IN- STRUCTIONS. .-......................... 4 •0! .I I I, " I Y • • k. "• PLAN NEW- Rome aff d, w oar i ow mu ow W%L. �� OSAM N SSm K SNi9I e x�"e°- VIO x a ac apse �or ww mm a s,CI70M A A L R+1 Q* RaiOr' 1D R fLiD "mt KKAR, 1d1"C AND OMM ENCLOSED DUA4PSTER PAD DETAIL PROVIDED BY THE OWNER AND own SHOWN HEREON FOR INFORMATION ONLY. WEST 998.44' PUBLIC UTILITY INFORMATION SHOWN HEREON IS BASED ON FIELD SURVEYS AND PLAN INFORMATION AVAILABLE TO THE ENGINEER. TO THE BEST OF THE ENGINEERS KNOWLEDGE THE INFORMATION IS COMPLETE AND CORRECT. OCCASIONALLY SOME UTILITY EXISTS WHICH FOR WHATEVER REASON IS NOT REFLECTED HEREON. TO INSURE THAT THE ENGINEER HAS ADEQUATE TIME TO RESOLVE ANY CONFLICTS OR SURPRISES THAT MAY BE ENCOUNTERED IT IS REQUESTED THAT THE CONTRACTOR DIG TEST TRENCHES AT THE STREET RIGHT-OF-WAYS VERY EARLY IN THE PROJECT AND CONFIRM THAT ALL GRAVITY UTILITY LINES AS DESIGNED WILL WORK. ANY CONFLICTS THAT MAY BE ENCOUNTERED ARE TO BE REPORTED TO THE ENGINEER FOR ASSISTANCE IN RESOLVING. IT IS IMPORTANT THAT THIS TEST TRENCH BE PERFORMED WELL BEFORE THE PLUMBING CONTRACTOR CONTEMPLATES CONSTRUCTING THE UTILITY SO THAT MAXIMUM DESIGN FLEXIBILITY EXISTS IN SOLVING THE CONFLICT. FAILURE TO PERFORM THIS TEST TRENCH AS REQUESTED WILL RESULT IN LOSS OF CONTRACTOR RIGHTS TO CLAIM ANY EXTRAS FOR LOST TIME ON THE PROJECT. LIKEWISE SHOULD THE CONTRACTOR START LAYING THE UTILITY FROM THE HIGH END AND SUBSEQUENTLY DISCOVER A CONFLICT AT THE STREET AND HAS NOT PERFORMED THE REQUESTED TEST TRENCH THEN IN THAT EVENT ALL EXTRA COSTS TO RESOLVE THE CONFLICT SHALL BE BORNE BY THE CONTRACTOR. 1 NO. I DESCRIPTION I DATE 1 REFER TO DETAIL SHEET FOR a"I11 %••i. H.•RAOFORD, ill ADDITIONAL NOTES AND INFO. r""" 1 •'•'•-' "'q 6i636 CITY APPROVAL 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 CITY7PROJECTEOF LA PORTE.MBY.DIRECTOR, PLANNING DEPARTMENTt�� IrL I� SHEET TITLE (90w.IL SITE PLAN FILE NO. DATE JOB NO. MAY 1997 DRAWN BY SHEET NO. CLD CHECKED BY 0 FIBS SCALE r-29 CUR JOB No. 97-029-00