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HomeMy WebLinkAboutGOODYEAR TIRE CENTER SITE PLANI, James F. Beck Texas Registered Public Surveyor STANDARD HCFCD NOTES No. 2021, do hereby certify that the plat shown hereon accurately represents the results of an on the ground 1. Harris County Flood Control District, Inspection Division, shall survey made under my direction and supervision on be notified at least 48 hours prior to construction July 9, 1985, and all corners are as shown hereon. (713-684-4040). There are no encroachments, conflicts or protrusions 2. Engineer shall submit 'letter to Harris County Flood Con=rol apparent on the ground except as shown. District requesting inspection and' acceptance of items This survey was for: Goodyear Tire &Rubber Co. constructed in Harris County Flood Control District performed SEAL VOIO Al2EA Right -of -Way. Prior to requesting inspection, the drainage Use the for other or by other ' BETiNEEN PIPES3. right-of-way and/or easements shall be staked and flagged. of survey any purpose parties shall be at their own risk and the undersigned WiT.v NoN-SHR/NK GROGIT Contractor shall be responsible for protecting, maintaining and restoring backslope drainage systems. surveyor is not responsible for loss resulting therefrom. 4. All disturbed areas within the Harris County Flood E_antrol District right-of-way, except the channel bottom, shall be James F. Beck Texas Reg. Public Surveyor [to. 2021 hydro -mulch seeded as per Harris County Flood I_onl_rCl specification entitled "Hydro -Mulch Seeding" or approved eqL.al., 5. Backfill to be compacted in no•gr•eater than 1 foot lifts t_ the! density of -tta undisturbed adjacent soil. I 8"P/10E 6. Contractor shall be responsible fnr maintaining flow in cha'ine;l ( during construction and restoring channel to original condition. NEW 4" SAN.Q_ .9% (PVC STR 41) (CLEANOUTSI& INLET FLOW?EST/j/�-, �• .All excavated material is' to be removed from the F:F=CD INSTALL 90'SPACING right-of-wa.y. No fill is to be placed within a designated flood .2 0' FL OW , - plain without first obtaining a fill permit. r --- G G — /0- B. Engineer shall be resporsible.for obtaining all applicable City, permits. County, State, and Federal permi g.. - - NEW GAS LINE PAVING NOTES WI 1 Paving to be 6" concrete with #3 bars at 18" O.C. each way on lime Zj GLOW RESTRICTOR stabilized subgrade, Subgrade to have 1 i pounds of hydrated .. N iIV.7S• lime/sq.yd. compacted to a. minimum of 95% Mar, dry density per W E16' 1 A.S.T.M. D-698 (3000 PSI Concrete a 28 days). > X O W I RETENTION DESIGN: IL WI Bross Area = 0.413 Acres = 18,000 S.F.- X Developed Area = 0.369 Acreas = 16,074 S.F. D Detention Req'd = 16,074 S.F. X 0.20 C.F./S;F. = 3,215 C.F. I ` k( 7r Detention Provide_i Mqx-13.72 fjREA - '-I X /-3-G7 50 X 180 = 9,000 S.F./2 E W 7 249 "•C. Cr.Fr. M•R. /6 GA::: R 2 2 3 1 W W W 45' X 27' = 1,215 S.F. Co.4RUCAT/oNs, 6'//TH 2/f �" 10,215 S.F. W/OE 6RNO'Co VRL!NG5 N VOLUME 6"MIN. 6"iY1/N• a _ /INLET 10.215 S.F.x 0.25' = 851 C.F. (A 1 v� 3 _ _ 10,215 S.... X 0.25' = 2,554 C.F. s c' :e N Y TOTAL PROVIDED 3,405 C.F. _ W MAX. WATER SURocACE 2 sRcKS PER ToN UETENT/O/1/ DESIGN cE/v)-sTsls• SALVO 1 IV. r.S. SECT/ON A -A A R.O.W.L/NE------- ----- -- 20M. H. 'tic6• F.G. T/RIM 12.66 BOT M.H. 4.21 b•3 25 PL.=7.30 r 2Y FG•-ZI 6o T A p OUTFALL PROFILE .. -.. .. -.._ SCALE-/"=20'//-E✓• -4" FL 7. 3 so .T,06a.,k�__ Cc �A CD M / O ''IO e •I S/ to M Ir N U � a 0 o _J N ? N �qq �BA NI AGE DITCI-�_ -( EXIST. 72" STM. SEW. 4� Sv G� G!~ a �► SITE PAVING a DRAINAGE 0;WNAGE DITCH c SOUTH 771HIRD STRE Q I I i I I I 1 I I iI I V/C/N/T'Y MAP CA✓•T.S1 NEW ELEC.METER WE/`TEi HIEAD NEW NEW I" WATERI I GAS METER I I NORTH 180.00' NEW FIR Ik OVERHEAD S VICE -t' - —_ j-t--- SIGN W WATER METER W VALVE 128'- O" Ii�UNDER G Y CONDUIT e 25,-0.11 I U-C, _ o GOODYEAR TIRE 5' o I `} o :17 (s . •b•+a ( y 4 CENTER ° )2 I I I I / 3 - DE 1 S-MVAS .! St., 0'-0' 34-0" _ Q W II 0 II (tr I Qn W 3 D l II I I LL N m II ICI II M I N 16 IS r 1© 13 10 CC' O LJ O V O O iJ II I Z } �\..., DUMPSTER 0 - „ - .._ _. ._ _ 16 P RKING SPACIsto90 =14 •' -'�' 18 -� -- 16-0 I I 't SOUTH 180.00, Li N 1 I LL - NEW O.H. SERVICE i EXIST. O.H. LINE. GUY ANCHOR EXIST. O.H. TELEPHONE�� �CEX I ST. P. P. MEP SITE PLAN Cc 4 CL �I DRANAGE DITCH SOUTH THIRD STREET �i CUT EXIST. TO PR G Z 0 CURB 8, >P- CURB NORTH 180.001 K-'GRASS ARF-A--^ - NI _ GRASS AREA-' 128' - 0" 19 . N� �\ -TIRE GOODYEAR \� :.. CENTER o e SW\ FIN. FLR. SLAB = 14.25=' ' N I 9. cUn y.._,'- O" 1 34'- O„ W � 3i o' 6" CONC. CURB AROIJNDX, NI ' • PC RIMETER OF LOT 1 I O5% 14 I 'ate' IFr j0 6. I 5: 4J I 1 OL --16 S ACES_ �q 9' 0"= 1 4'-0" _� _ __. __..I8'-O" tDUM8STOER \ 4' WIDE PAINT. _ STRIPES (TYP-) CITY APPROVING AUTHORIYY CERTIFICATE This is to certify that the City of LaPorte, T76xas ims approved tdis site plan and development of a Goodyear Tire Center in conformance with the laws of the State of Texas and the Ordinance of th ty of LaPorte - BY Director, LaPorte Commlarnfy Development Department ATT,7Sl': BY: — R LaPor�City LO ngineer SCALE1" : = 20' SOUTH 180.00, PROJECT DATA OCCUPANCY STORAGE CONSTRUCTION TYPE V SQ FOOTAGE S.12-) SQ FOOTAGE ALLOWED 16,000 0.4132 ACRE TRACT Being Part of Luts 1 thru 8, Block 1107 Town of La Porte Johnson Hunter Survey, A-?5 SITE PLAN SCALE: 1" = 20' SIGN BY OWNER D mN Y i nn I) , I ,I 0 0 �I Z to d 0 II � W II Q It N GRASS AREA 10 N iW O.2 INTERPOSE NO OBJECTION FINA Jh _,f ALLY THERS THE ABOVE SIGNATURE VALID FOR ONE (1) YEAR ONLY REVISIONS - NC DATE I DESCRIPTION " ............................ ...: . , Fl:raeori U 3�9/8T W I) Z = X W U �- W 1`Q 7 IV W W ®30 O :E IL 0LnT OQ Q UmlL I - EDWARD GA ■ ASSOCIATES ARCH ITECTS•ENCWtERS P; HOUSTON, TEXAS!' (� THE SLOAN COMPANY Land Development Consultants —�'" Y AP — _ _ ea P.O. Box 5351 Katy, Texas 77491 (713) 579-0-27 ANCHOR j Gl'"(Jsia. NORTH AS B.M. ELEV. 15.72 RR SPIKE IN NORTH FACE OF 19" ASH AT NE COR. OF TRACT (1978 ADS.) Q �/ SCALE. 1" = 20' O 1 DATE