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HomeMy WebLinkAboutMEADOWS AUTOMOTIVE ENTERPRISES SITE PLAN (2)a 0 ui Z o j m� E 00 �^ zz ; 1 O W 0 U o 00 00 00 e4 E -i I I 1 I I j 1 90" goo SPENCER HWY / � G 0 o / MEADOWS AUTOMOTIVE w w ENTERPRISES Uf LOCATION MAP NTS 20 0 20 40 6 I Scale 1 " = 20' DETENTION CALCULATIONS TOTAL DEVELOPED SITE = 0.821 ACRE Cs= STORAGE RATE PER H.C.F.C.D. DESIGN MANUAL = 0.45 ACRE- FT_ Va = VOLUME REQUIRED (C.Y.) Va = 0.45 ACRE - FT. X 0.821 ACRE ACRE - = 0.369 cc. - ft. = 595 c.y. VOLUME PROVIDED = 679 c.y. MAX. DESIGN WATER SURFACE ELEV. = 22.1 ft. MAX. OUTFLOW RATE ALLOWED = 0.5A = OUTFLOW RESTRICTOR SIZE = 8 " (MIN. 0.4 cfs RECOMMENDED)'/ .,. GENERAL CONSTRUCTION NOTES rc x x x x JOINT SEALER RIM 22.45 1" GENERAL w 8" FL(E & W)14.91 w z Z EXPANSION 1. CONTRACTOR TO OBTAIN ALL PERMITS REQUIRED BY HARRIS COUNTY, TEXAS = SMOOTH BAR 1 /4 R -}- CAP PRIOR TO STARTING CONSTRUCTION OF UTILITY AND/OR DRIVEWAY z z o a m . WITHIN COUNTY ROAD RIGHTS OF WAY. x z x x x N 5„ _ 2. CONTRACTOR SHALL NOTIFY THE UNDERGROUND UTILITY COORDINATING W w d f COMMITTEE (669-8344) 48 HOURS BEFORE STARTING WORK IN RIGHTS - a a a 10" OF WAY OR EASEMENTS. 3. ALL WORK SHALL BE CONSTRUCTED AND TESTED IN ACCORDANCE WITH,CITY OF LA PORTE ENGINEERING SPECIFICATIONS (281-471-5020). STORM. I 4. THIS SITE PLAN WAS DONE WITHOUT THE BENEFIT OF A CURRENT :14N hOl.E 4:2 3/4' BOARD EXPANSION JOIN TITLE REPORT AND MAY CONTAIN EASEMENTS AND/OR RIM 21.28 FILLER (RED WOOD) ENCUMBRANCES WHICH ARE NOT SHOWN. 727L1BOX (W)6.61 72"FL(E) EXPANSION JOINT 24"FL S 16..18 - N.T.S. K P S' w K 4- NOTE: CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF HARRIS COUNTY DRIVEWAY PERMIT. SPENCER HIGHWAY NOTE: NO GAS SERVICE IS PROPOSED FOR THIS SITE. SANITARY SEWER NOTES 1. ALL SANITARY SEWER LINES UNDER OR WITHIN ONE (1) FOOT OF A PAVED OR TO BE PAVED AREA SHALL HAVE CLASS "A -A" BEDDING WITH 1 SACK CEMENT STABILIZED SAND BACKFILL, TO WITHIN ONE o (1) FOOT OF PAVING, NO SEPARATE PAY. 2. ALL SEWERS SHALL BE CONSTRUCTED ACCORDING TO CITY OF LA PORTE o a `Y�', M1ryryo ryti, a r" dye a ® FND. 3 8" IR tiQ tiQ 1Q EAST 100.00, a FND, " IR 0 --12 -_-.. - 0 Q Q 0-©-© 0 -0 0 0 LINE EASEMENT ® MH 0 12" WATER t M 1.2' LINE EASEMENT % I E.J. �- 20' UILDI LINE ry�oWATER-_.._ e� � / 0 I / I x 6 SPAC ® 9 x 18' i w z w V a a a a z x o x zo z x ti I ; y0 ti Q I ,�.• i 6" CONC. PAVING � o j/ I SPECIFICATIONS AND ANY AMENDMENTS THERETO INCLUDING STANDARD LEAK TEST. 3. ON THIS PROJECT, SANITARY SEWERS SHALL BE CONSTRUCTED WITH POLY -VINYL -CHLORIDE PIPE SOR 26 CLASS FOR 12" AND SMALLER PIPE SIZES. CONTRACTOR TO PROVIDE TEST PLUGS AND PLUGS AND RISER, NO SEPARATE PAY. 6" THICK CONCRETE PAVEMENT, REINFORCED WITH 4• IN WET SAND AREAS USE SPECIAL SECTION AS PER CITY OF LA PORTE 6X6-W,1.4xW1.4 WELDED WIRE FABRIC OR #3 REBARS STANDARD DETAIL SHEET. AT 12' c-c, e.w. 5. ALL SANITARY SEWER TRENCHES TO INCLUDE CLASS "A -A" BEDDING BACKFILL (ALL DEPTHS), NO SEPARATE PAY. ° • `' 6. NO CONNECTIONS SHALL BE MADE TO EXISTING SANITARY SEWER LINES °c UNTIL ALL PROPOSED SANITARY SEWER LINES HAVE BEEN THOROUGHLY CLEANED, - 1' 6" MINIMUM LIME STABILIZED .OR TESTED AND APPROVED BY THE CITY OF LA PORTE. NOTIFY THE CITY OF LA PORTE CEMENT STABILIZED SUBGRADE• '-7 . AT LEAST 48 HOURS PRIOR TO CONNECTION TO ANY EXISTING SEWER LINE. 7. DEFLECTION TESTING OF FLEXIBLE AND SEMI-RIDGID SANITARY SEWER LINES _ _ _ _ -_ - _ _ - I r I=IL I W1. EW= I -I 1=I I �I-1LI-1-L=1 1�= re. -I I i=I I �=I I I -I I VI I -III -I I FI I IA I I=I I I -I I I -I I I-[ 11 HA CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT SHALL BE CO DUC ED E E L B LL LEAST 30 DAYS. THE MAXIMUM ALLOWABLE DEFLECTION IS 5%. IF THE 1 � III I �I�=I I - I (=J=I �I I=I I �I I I=I I=11-I I= TEST IS TO BE PERFORMED USING A RIDGED BALL OR MANDREL, IT SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES OF ANY KIND. 9. ALL JOINTS SHALL CONFORM TO ASTM D-3212. JOINTS SHALL BE BELL & SPIGOT TYPE WITH RUBBER GASKET. CHEMICALLY WELDED P.V.C. PIPE JOINTS TYPICAL PAVING DETAIL ARE NOT ACCEPTABLE. CHEMICALLY WELDED ABS TRUSS O.K. - 9. ON -SITE SANITARY SEWERS TO BE INSTALLED IN ACCORDANCE WITH CITY OF LA PORTE PLUMBING CODE (281-471-5020). PAVING 1. CONTRACTOR TO REMOVE TOP 4" OF TOP SOIL PRIOR TO CONSTRUCTION. 2. SLOPE PAVEMENT UNIFORMLY BETWEEN ELEVATIONS SHOWN. / o ( 3. EARTH BACKFILL UNDER PAVEMENT SHALL BE PLACED IN 8" MAX. LIFTS rytiy / ry��H`2 ` AND MECHANICALLY COMPACTED TO 95% STANDARD PROCTOR DENSITY. 1e �Q SP CES ® 9x 18' ao ti ( 12' 1 12' 1 12' 1 WATER TB 22.20 1. ON -SITE WATER LINES TO BE P.V.C. PIPE (PIPE SHALL BE PVC 1120 SDR 21 z, AND BE CERTIFIED FOR POTABLE WATER SERVICE). / ( m 2. ON -SITE WATER LINES TO BE INSTALLED IN ACCORDANCE WITH CITY OF LA PORTE a0 +I ( PLUMBING CODE (281-471-5020). % 24' WIDE N I o POND TO BE N DR (EWAY I � ( HYDROMULCH N SEEDED. 1 ttj f CV TO ( 3 This is to certify that the City of Lo Porte, Texas N ( F.F. 22.80 HZ- has approved this site plan and development of 7 Snider Transmission Service in conformance with the w ro I U) SECTION A - A City of La Porte. NTS Attest: By: / Director, PI nning I)ep6gfment .CLEAN OUT Gw - TG 21.40 NOTE: �� / EVERGREEN PLANTING STRIP WIDTH SHALL BE FOUR FEET IN WIDTH (MINIMUM). OWNER: MEADOWS AUTOMOTIVE ENTERPRISES, J.E. MEADOWS 6" CONC. PAVING ;0q ti^PLANTS MINIMAL HEIGHT AT PLANTING MUST BE FOUR FEET AND MUSTDEVELOPER: MEADOWS AUTOMOTIVE ENTERPRISES - -----------.----- - -a z REACH A HEIGHT OF SIX FEET WITHIN TWO YEARS. REQUIRED DENSITY TYPE OF DEVELOPMENT: COMMERCIAL 7" CONC.E MUST BE SUCH THAT WITHIN TWO YEARS OF NORMAL GROWTH, A SOLID ENGINEER: ESOR CONSULTING ENGINEERS, INC. SCREEN WILL BE FORMED TO A HEIGHT OF AT LEAST SIX FEET ABOVE Qa ® PAVING ^ ADJACENT GRADE. EARTH MOUNDING OR BERMS MAY BE USED, BUT SHALL S qp Z�9 NOT BE USED TO ACHIEVE MORE THAN TWO FEET OF THE REQUIRED SCREEN. - - / DUMPSTER w 4 7 PACES ®9' 18' ~ o 0 A ti"° State of Texas MINOR DEVELOPMENT SITE PLAN FOR T.P, zi o c ti County of Harris �erye T.s. 21.so I, John J. Rodriquez, a Registered Professional Land Surveyor in this MEADOWS AUTOMOTIVE ENTERPRISES state do hereby certify that this survey was made on the ground on 1p October 1997, that this drawing correctly represents the facts found at 10720 SPENCER HIGHWAY LA PORTE TX 77571 4' the time of the survey, and that this professional service conforms to ' / F the current Texas Surveyors Association standards and specifications for a Category 6, Topographic Survey, Condition IL BEING 0.8211 ACRES OF LAND Texas Registration No. 2634 OUT OF THE W.M. JONES SURVEY, A - 482 PROPOSED UNDERGROUND CITY OF, LaPORTE, HARRIS COUNTY, TEXAS - SERVICE CONNECTION esoaasso� ® ® ® ® ® ® OF J• e OF p + -,EXISTING RANS. CAUTION H.L.&P. LINES •' . *� --�j� 0 FND. 3/8 IR NNOERGROUND) O ........................ AlA .•:°....................... a •JOHN J. RODRIQUEZ • Q FRED D. THOMPSON 0 a FND. 3/8" IR r MH 8"Fl (E) ,6.6z WEST 183.10� .�, .......................... !«•.................... �.o M 23.71 0 16' UTILITY EASEMENT �q� 2634 P�: 4� �D.�F 73887 �pS - - -. .-- - - --- - - - - -- ------ - --- - -. -,- -.-- -- -o? y - - - ..-.. 9� •oFEsslo? r �0 •cI R, g 10700 NORTH FREEWAY, Ste. 100 - - - - 1 �oQ' �o p' •• Rv i" HOUSTON, TEXAS 77037 PHONE (281) 820-6622; X\J k . h 5�121 �f ._ FAX (281) 820-8979 409 N. 10th STREET THIS PROPERTY IS IN ZONE "X" AND IS NOT WITHIN THE 100 YEAR LA PORTE, TEXAS 77571 APRIL 1998 p4 / §4y' FLOOD PLAIN ACCORDING TO FIRM MAP COMMUNITY PANEL NO. PHONE , (281) 470-2908 48201CO940J DATED: NOVEMBER 6. 1996 FAX (281) 987-0020 *CALL UTILITY COORDINATING COMMITTEE CONSULTING ENGINEERS, INC. SHEET 1 of 1 t/ FP K (SEE NOTES) v File name: J:\98018\CAD\SITE _8z *"s