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HomeMy WebLinkAboutANIMAL CLINIC OF LA PORTE SITE PLANEXIST. 12" WATER LINE 1 2�� iLryo 2 L.I Z> ¢_j R > r M Lj �¢ LEGEND 12" G.V.& B. a 1" WATER TP 20.00 TOP OF PAVEMENT TC 20.00 TOP OF CURB FL 20.00 FLOW LINE WS 20.00 WATER SURFACE ELEV. TB 20.00 TOP OF BANK FF = 20.00 FINISHED FLOOR `.P EXISTING ELEVATION RED FERTINIAS ' CREPE MYRTYL LIVE OAK III U Z El Lj EXIST. 8" WATER - .. _ vi GENERAL CONSTRUCTION NOTES GENERAL 1. CONTRACTOR TO OBTAIN ALL PERMITS REQUIRED BY HARRIS COUNTY, TEXAS PRIOR TO STARTING CONSTRUCTION OF UTILITY AND/OR CULVERTS WITHIN COUNTY ROAD RIGHTS OF WAY. 2. CONTRACTOR SHALL NOTIFY THE UNDERGROUND UTILITY COORDINATING COMMITTEE (669-8344) 48 HOURS BEFORE STARTING WORK IN RIGHTS - OF WAY OR EASEMENTS. 3. ALL WORK SHALL BE CONSTRUCTED AND TESTED 1N ACCORDANCE WITH CITY OF LA PORTE ENGINEERING SPECIFICATIONS (281-471-5020), 4. THIS SITE PLAN WAS DONE WITHOUT THE BENEFIT OF A CURRENT TITLE REPORT AND MAY CONTAIN EASEMENTS AND/OR ENCUMBRANCES WHICH ARE NOT SHOWN. 5. CULVERT SIZE AND SLOPE TO BE DETERMINED BY HARRIS COUNTY PCT. 2, MAINTENANCE CAMP. 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 (1) FOOT OF PAVING, NO SEPARATE PAY. 2. ALL SEWERS SHALL BE CONSTRUCTED ACCORDING TO CITY OF LA PORTE SPECIFICATIONS AND ANY AMENDMENTS THERETO INCLUDING STANDARD LEAK TEST. 3. ON THIS PROJECT, SANITARY SEWERS SHALL BE CONSTRUCTED WITH POLY -VINYL -CHLORIDE PIPE SDR 26 CLASS FOR 12" AND SMALLER PIPE SIZES. CONTRACTOR TO PROVIDE TEST PLUGS AND PLUGS AND RISER, NO SEPARATE PAY. 4. IN WET SAND AREAS USE SPECIAL SECTION AS PER CITY OF LA PORTE STANDARD DETAIL SHEET. 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 UNTIL ALL PROPOSED SANITARY SEWER LINES HAVE BEEN THOROUGHLY CLEANED, TESTED AND APPROVED BY THE CITY OF LA PORTE. NOTIFY THE CITY OF LA PORTE AT LEAST 48 HOURS PRIOR TO CONNECTION TO ANY EXISTING SEWER LINE. 7. DEFLECTION TESTING OF FLEXIBLE AND SEMI -RIDGED SANITARY SEWER LINES' SHALL BE CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. THE MAXIMUM ALLOWABLE DEFLECTION IS 5%. IF THE 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 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 & ROLL TO DENSITY OF UNDESTURBED NATURAL GROUND. 2. SLOPE PAVEMENT UNIFORMLY BETWEEN ELEVATIONS SHOWN. 3. EARTH BACKFILL UNDER PAVEMENT SHALL BE PLACED IN 8" MAX. LIFTS AND MECHANICALLY COMPACTED TO 95% STANDARD PROCTOR DENSITY. WAFER 1. ON -SITE WATER LINES TO BE P.V.C. PIPE (PIPE SHALL BE PVC 1120 SDR 21 AND BE CERTIFIED FOR POTABLE WATER SERVICE). 2. ON -SITE WATER LINES TO BE INSTALLED IN ACCORDANCE WITH CITY OF LA PORTE PLUMBING CODE (281-471-5020). LANDSCAPING 1. LANDSCAPING AREA IS 67. OF 21,430 SO. FT. = 1,285.85 SO. FT. 2. LANDSCAPING PROVIDED = 51462.85 SQ. FT. File name: J:\98067\CAD\TOP01 /EXIST. 8" PLUG PROP. 8" WATER BY C.L.P. EXIST. ENTEX 4" GAS LINE - - 353.08' [kl w a 00 Ln 10" RESTRICTOR X w PROTECTION REQUIREMENTS AT WATER MAIN - SANITARY SEWER CROSSINGS PROPOSED WATER PRIMARY PROPOSED WATER PROPOSED SANITARY CONDITION EXISTING SANITARY OR EXISTING WATER PROPOSED SANITARY SECONDARY WATER OVER WATER UNDER WATER OVER WATER UNDER CONDITION SANITARY SANITARY SANITARY SANITARY IF THE LESS GREATER LESS GREATER LESS GREATER LESS GREATER CLEARANCE THAN THAT 2' THAN THAT 2' THAN THAT 2' THAN THAT 2' IS BUT LESS BUT LESS BUT LESS UT LESS 2 THAN 9' 2 THAN 9' 2 THAN 9' 2 THAN 9' * PROTECTION 1 2 3 4 5 6 3 6 REQUIREMENT J W ls! V1 (A LA PORTE SPENCER HIGHWAY (100' R.O.W.) X SITE o JUNCTION BOX MUNICIPA IRPORT LOCATION 24" FL 17,83 0 o PROPOSED FIRE HYDRANT z SPENCER HIGHWAY000 33 (BY OTHERS) r... 4 N ti _, 1 o9a TP 20.99 q l�h TP 21.28 2 �0 i 2 PIPELINE 2'� Ei.i Li O ? O ZFN0 ",Q TC 21.49 _ _ - -" TC 21.7 tiQ�2� - - EASEMENT",Q 2, `�(V SYCAMORE 0 3 -313945 DR. NORTH z O - -- - 70 LF 24" RCP ®0.20% - SET 1/2'IR �� - - Z EAST 100.00' - SET 1/2'IRWF-ST ,I-t J O O.O O x2� �� M 3r!D4 - L, n' 2 ELECTRICAL SERVICE TO A POLE ������ C' ��� �� ` �� ��� 12` WATER EASEMENT MOUNTED TRANSFORMER 4TTP TC 23.00 H.C.C.F. NO. S-864l91 FAIRMONT PARKWAY _ - _ -_� TC 23.00 ® �o 22.50 TC 22.75 PLACE RESTRICTOR) OpOSEpp�i1NG Q z j TP 22.25 VICINITY MAP TP 22.50 0 (SEE DETAIL) 1 PG���-' TC 22.50 GRATE 21.?0 CON TC 22.70 KEY MAP #579-C -N.T.S.- TP 22.00 2 FL 17.91 TP 22.20 8" RESTRICTOR FL 17.91 TP 22.00 20 0 20 40 60 TC 22.50 -I 1 E - 24" RCP ' } .�_.. Scale 1 20' o P 2.30 TP 22.30 j C 2.8Q 22' TC 22.8611 BRICK AROUND ® PROP. 4' WALK 10" RESTRICTOR NOTES: TRICTOR DETAIL 1) TITLE REPORT PROVIDED BY COMMONWEALTH LAND TITLE INSURANCE CO, GRASS GF## 98--41--12826, DATED: OCTOBER 14, 1998 N.T.S. ® GRASS ® 2) THIS TRACT LIES OUTSIDE THE 100 YEAR FLOOD PLAIN PER FIRM COMMUNTY PANEL 46201C0940J, ➢ATED:NOVEMBER 6, 1996. 0 a • ° O ®® `a c� o_ [t O� O a cn FF - 23.30 ® aFDETENTION CALCULATIONS �G J\� TOTAL DEVELOPED SITE = 0.580;' ACRE VOLUME PROVIDED = 2 '� c. t`1I (PARKING) TP22.2 Y (1`40 POND) TC22.70 �Q C5= STORAGE RATE PER H.C.F.C.D. MAX. DESIGN WATER SURFACE ELEV. = 22.50 ft. J C N MAX. OUTFLOW RATE ALLOWED = 0.5A -= 0.290 cfs • Pee `O DESIGN MANUAL = 0.30 ACRE - FT.z Q �<cl' OUTFLOW RESTRICTOR SIZE = 16' (MIN. RECOMMENDED) 1r O ACRE 04ca.o PEAK BASIN INFLOW = 0.290 cfs -El 0 Q � VD= VOLUME REQUIRED (C.Y.) MAX. OUTFLOW RATE PROVIDED = 0.290 cfs c� ���ph 1 PROP. UNDERGROUND _11GRASS e PROP. 6" INDUSTRIAL -Q- 85 ELECTRICAL SERVICE SEWER V = 0.45 ACRE - FT. X 0..580' ACRE A-t, i Z ® ENTRY � © ACRE GRASS PROPOSED CLEAN -OUT = 0.174 cc. - ft. J ° = 280 C.Y. PROPOSED GREASE TRAP ti « PROTECTION REQUIREMENT FOR SANITARY SEWER CROSSINGS (UNLESS VARIANCE IS GRANTED BY TWC) (ALL CLEARANCES SHALL BE MEASURED FROM OUTSIDE WALL TO OUTSIDE WALL) 1. ONE, 20-FOOT JOINT, C-900 PVC, 150 PSI CENTERED OVER SANITARY SEWER; 6-INCH ABSOLUTE MINIMUM CLEARANCE 2. IF NO EVIDENCE OF SANITARY SEWER LEAKAGE, CENTER ONE J,01NT OF WATER LINE OVER SANITARY SEWER; 24-INCH ABSOLUTE MINIMUM CLEARANCE. IF THE SEWER LINE IS LEAKING, THE SEWER LINE SHALL BE REPLACED WITH 150 PSI LINED DUCTILE IRON. OR PVC PIPE WITH APPROPRIATE ADAPTERS O1 ALL PORTIONS OF THE SANITARY SEWER WITHIN 9-FEET OF THE WATER MAIN. 3. NOT ALLOWED 4. AUGER 9-FEET MINIMUM EACH SIDE OF SANITARY SEWER. PLACE ONE 20-FOOT JOINT OF C-900 PVC, 150 PSI, CENTERED UNDER SANITARY SEWER, FILL BORED HOLE WITH THE BENTONITE CLAY MIXTURE; 2-FOOT ABSOLUTE MINIMUM CLEARANCE OR REPLACE THE EXISTING SANITARY SEWER WITH 150 PSI LINED DUCTILE IRON OF PVC PIPE WITH APPROPRIATE ADAPTERS ON ALL PORTIONS OF THE SANITARY SEWER WITHIN 9-FEET OF THE WATER LINE. 5. MINIMUM 18-FOOT JOINT OF SANITARY SEWER, 150 PSI LINED DUCTILE IRON OR PVC PIPE CENTERED AT THE WATER LINE; 6- INCH ABSOLUTE MINIMUM CLEARANCE. 6. IF CLEARANCE IS BETWEEN 2 TO 9 FEET. A. CENTER A MINIMUM 18-FOOT JOINT OF 150 PSI LINED DUCTILE IRON OF PVC PIPE- AT WATER LINE. B. USE CEMENT -STABILIZED SAND BACKFILL (MINIMUM 2 SACKS CEMENT PER CUBIC YARD OF SAND) STARTING AT A POINT 1 /4 OF THE PIPE DIAMETER ABOVE THE BOTTOM OF SANITARY SEWER TO 1-FOOT ABOVE THE TOP OF THE SANITARY SEWER, OR ONE SANITARY SEWER DIAMETER, WHICHEVER IS LARGER. CENTeER ONE JOINT OF SANITARY SEWER PIPE ABOVE THE WATER MAIN, State'of Texas County of Harris I, John J. Rodriquez, a Registered Professional Land Surveyor in •this state do hereby certify that this survey was made an the ground on October f998, that this drawing, correctly represents the facts found at the time of the survey, and that th'ij professional service conforms to the current Texas Surveyors Association standards and specifications for a Category 6, Topographic Survey, Condition 11. Texas Registration No. 2634 OF e4Q�e�o4 0..:........................ JOHN J. RODRIQUEZ 0 4 ........................ 0 FRED D. THOMPSON 0 • � 2634 � 0...........................0 ••,� pY•� 0� �:•� 73887 Q• O �tio°mess!°�• o �p0 ��;.,c,s �:• 0 ' 7���11q 7 NOTE: THIS PROPERTY IS IN ZONE "X" AND IS NOT WITHIN THE 100 YEAR FLOOD PLAIN ACCORDING TO FIRM MAP COMMUNITY PANEL NO. .48201 CO9.40J DATED: NOVEMBER 6, 1996 16' UTILITY EASEMENT 2 PROP, 6' 0 DOMESTIC SEWER ° PROPOSED SAMPLING WELL ° TC 22.80 TC 22.80 TP 22.30 TP 22.30 1 0 w TC 22.50 U . ' TP 22.00 CQN�RE TC 22.50 GRATE 21.Z,Q TC TP 22.70 22.20 z Q V' TP 22.00 24" FL 1825 `DETENTION TP 22.5 TC 22.50 0 ---10` � • CURB CUT TP TC 22.5 22.75 THE POND SHOWN HEREON IS A PRIVATE FACILITY AND WILL BE OPERATED AND MAINTAINED BY THE OWNER. 12' Ik EXPANSION JOINT N.T.S. DUMPSTER LOCATION (TO BE ENCLOSED) 4' LANDSCAPE SCREENING 00 00 CONSISTING OF 25 - 5 GALLON cv 1 1� 4' HIGH NERIUM OLEANDER {HARDY RED) �" CN N EQUALLY SPACED TO FORM A SOLID "' N N N SCREEN 6' HIGH WITHIN -TWO YEARS U EL c-) a- JOINT SEALER FILLER (RED WOOD) f CAUTION. EXISTING SOUTHWESTERN BELL UTILITIES. 41 �2 ❑ 1`L 2� 2� SET 1/2'IR 2� SET 1/2'IR WEST. 100.00" 8" •SANITARY SWR. SAN MANHOLE R1 RIM 23.51 ------ �� --- _ _ x 8" FL 15.70 a x ¢ x RN Lj wn Q _j a 15 14 J9_- W 13 x ® TB 22.50 n N o o6 FL 18.30 N FL 18.50 WS 22.50 HYDRQMULCH DETENTION POND 79.35' _ cv JZ TB 23.40 BENCH MARK: P L SM #1 La PORTE MUNICIPAL AIRPORT ON SPENCER HIGHWAY WEST OF SENS ROAD AND EAST OF UNDERWOOD ROAD (1978 ADJUSTMENT) ELEVATION - 22.27' •, _ r-• r 3 _S , 1 J I Sai`I F-Ii A,L AI I:"I,G'+Ih>,L v', i-IERS }-1,91'JSCOUnt, TrI'''n-' nCIi:I II District 7 Date I �F AB0�1= `'IGi�I ,TUBE VALID This is to certify that the City of La Porte, Texas has approved this site plan and development of the Animal Clinic of La Porte in conformance with the laws of the State Texas and the ordinances of the City of La Porte. Attest - By• Direct P-Io'nnAe Department aG �F, SITE ADDRESS: 10906 W. MAIN STREET <8tig` Q�' Lc PORTE TX 77571 V �Q�, OWNER: WILLARD JONES DEVELOPER: WILLARD JONES �P4 TYPE OF DEVELOPMENT: COMMERCIAL ENGINEER ESOR CONSULTING ENGINEERS INC TYPICAL PAVING DETAIL ANIMAL CLINIC OF La TORTE 25,268 SQUARE FEET OF LAND BEING A PART OF A 266.154 ACRE TRACT THICK coNCRETE PAVEMENT, REINFORCED WITH DESCRIBED IN DEED RECORDED IN K6-Vy1.4xW1.4 WELDED WIRE FABRIC OR J3 REBARS HARRIS COUNTY CLERK'S FILE No. E-103745 F 12 c-c, e.w. OUT OF THE WILLIAM M. JONES SURVEY, A-482 CITY OF LaPORTE, HARRIS COUNTY, TEXAS DATE: JULY 1999 6" MINIMUM - LIME STABILIZED OR CEMENT STABILIZED SUBGRADE 10700 NORTH FREEWAY, STE 100 HOUSTON, TEXAS 77037 PHONE (281) 820-6622 FAX (281) 820-8979 _ A-4116- 409 N. 10th STREET - $OR I.A PORTE, TEXAS 77671 PHONE (281) 470-2008 CONSULTING ENGINEERS, INC. FAX (281) 820--8979 99_Szzl 94.ssa,