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Home My WebLink About2459_Underwood_FINAL_5CONSTRUCTION NOTES EKA WILLOW CREEK DRIVE ev PICNLOF-W `9 -- 1I I I I I I LOT 6 I I LOT 5 I I LOT 4 I I LOT 3 BI SH45LOT 2 II FrCO PAGE ( u I OEUME]B HC , J LOT 1 IM.R. I I I »a wu uo I Iur+� 15611 E a rvntu.t7 OY38'35" I Go �G� E 154O2 -- _- 15" - _ Wax. 09'4S _.. -�-�- _ _ ..." . R. HE 1 GENERAL NOTES' 1. FOR EXACT LOCATION OF EXISTING PAVING EDGE, INLET LOCATIONS AND ELEVATIONS REFER TO TOPOGRAPHIC SURVEY. 2. GENERAL CONTRACTOR SHALL COORDINATE SITE UTILITIES WORK WITH PLUMBING DRAWINGS. EXISTING UTILITIES. FACILITIES & TREES 1. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION OF PROPOSED FACILITIES. NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 2. CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 4B HOURS PRIOR TO EXCAVATING NEAR THEIR UTILITY. 3. CONTRACTOR SHALL TAKE ALL DUE PRECAUTIONS TO PROTECT EXISTING FACILITIES FROM DAMAGE. ANY DAMAGE TO EXISTING FACILITIES INCURRED AS A RESULT OF CONSTRUCTION OPERATIONS WILL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE. 4. CONTRACTOR SHALL TAKE EXTRA CARE TO PROTECT TREES IN AREAS ADJACENT TO CONSTRUCTION. PROPOSED BUILDING GAS STATION 5,040 Sq. Feet F.F. 27.00 PROPOSED CANOPY 4,160 Sq. Feet °"' fI ° °�- SANITARY SEWER SYSTEM 1. PVC SANITARY SEWER PIPE SHALL BE SDR 25, AND SHALL HAVE CLASS "AA" BEDDING. 2. SANITARY SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH AUTHORITY HAVING JURISDICTION (AHJ) SPECIFICATION AS CURRENTLY AMENDED. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR SAFELY SHORING ALL TRENCHES IN EXCESS OF 6'-0" IN DEPTH IN COMPLIANCE W/ OSHA. 4. CONTRACTOR SHALL CONTACT AHJ AND FILE APPLICATION PRIOR TO BEGINNNING CONSTRUCTION. WATER SYSTEM 1. WATER LINE SHALL BE PVC PIPE. 2. WATER LINE SHALL BE CONSTRUCTED AND TESTED IN ACCORDANCE WITH THE AHJ SPECIFICATION FOR WATER MAIN CONSTRUCTION AS CURRENTLY AMENDED. 3. WATER LINE SHALL HAVE BANK SAND BEDDING AND BACKFILL. 4. PROVIDE THRUST BLOCKING ACCORDING TO AHJ STANDARDS & SPECIFICATIONS, 5. PROVIDE A MINIMUM 6-INCHES OF CLEARANCE AT STORM SEWER AND WATER LINE CROSSING. LOT 7 1 \ \ LOT 9 I LOT 8 \ I I I I 46 S 03'35'15" E 294.12' 6' M,T08� PROPOSED BUILDING FOR FUTU00 EASEo. SPACE F.F. 27.00 2.4111 ACRES 105,026 SQUARE FEET WAY UNDERWOOD ROAD (100 mae-or-wAYI BOP ELF�l. 17.0 REA S.F. >;II o RI C o��a Too -- £I s N az'a B vmmL1 31 IN POND i ZCoF m I ~ �NA >a uN 1. WATER LINES, WASTEWATER COLLECTION SYSTEMS, AND STORM DRAINAGE SYSTEMS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE CITY OF HOUSTON. DEPARTMENT OF PUBLIC WORKS AND ENGINEERING 'DESIGN MANUAL, STANDARD CONSTRUCTION SPECIFICATIONS, AND DETAILS FOR WASTEWATER COLLECTION SYSTEMS, WATER LINES, STORM DRAINAGE AND STREET PAVING'. 2. ALL STORM SEWERS WILL BE REINFORCED CONCRETE (C76 CUSS III) AND SHALL BE INSTALLED, BEDDED AND BACKFILLED IN ACCORDANCE WITH THE CITY OF HOUSTON DRAWINGS 02317-02, 02317-03, 02317-05, 02317-06 AND 02317-07 AS APPLICABLE. 3. ALL STORM SEWERS CONSTRUCTED IN SIDE LOT EASEMENTS SHALL BE R.C.P., MINIMUM TWENTY (20) FOOT WIDE EASEMENTS SHALL BE PROVIDED. 4. AN ALTERNATIVE TO CEMENT STABILIZED SAND MAY BE USED AS BACKFILL FOR PIPES FIFTYFOUR (54) INCH AND LARGER, FROM 1-FOOT ABOVE THE TOP OF THE PIPE TO THE BOTTOM OF THE SUBGRADE. CONTRACTOR MAY BACKFILL WITH SUITABLE MATERIAL, PROVIDED THE BACKFILL MATERIAL IS PLACED IN EIGHT (8) INCH LIFTS AND MECHANICALLY COMPACTED TO NINETY-FIVE (95)% STANDARD PROCTOR DENSITY. TESTS SHALL BE TAKEN AT ONE HUNDRED (10C) FOOT INTERVALS ON EACH LIFT. BEDDING AND BACKFILL TO ONE (1) FOOT ABOVE THE TOP OF THE PIPE SHALL BE CEMENT -STABILIZED SAND. 5. ALL PROPOSED PIPE STUB -OUTS FROM MANHOLES OR INLETS ARE TO BE PLUGGED WITH EIGHT (8) INCH BRICK WALLS UNLESS OTHERWISE NOTED. 6. THE CONTRACTOR(S) SHALL NOTIFY HARRIS COUNTY ENGINEERING DEPARTMENT -PERMIT OFFICE TWENTYFOUR (24) HOURS IN ADVANCE OF COMMENCING UTILITY AND/OR PAVING CONSTRUCTION AT (713) 274-3823 AND WRITTEN NOTIFICATION FORTYEIGHT (48) HOURS IN ADVANCE OF COMMENCING CONSTRUCTION AT 10555 NORTHWEST FREEWAY, SUITE 144, HOUSTON, TX 77092. 7. PAVING SHALL HE IN ACCORDANCE WITH THE 'REGULATIONS OF HARRIS COUNTY, TEXAS FOR THE APPROVAL AND ACCEPTANCE OF INFRASTRUCTURE' AND/OR AMENDMENTS OF THE SAME. B. GUIDELINES SET FORTH IN THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES' SHALL BE OBSERVED. 9. OWNER OR OWNER'S AGENT TO OBTAIN ALL PERMITS REQUIRED BY THE 'REGULATIONS OF HARRIS COUNTY, TEXAS FOR FLOOD PLAIN MANAGEMENT' PRIOR TO STARTING CONSTRUCTION. 10. OWNER OR OWNER'S AGENT TO OBTAIN ALL NOTIFICATIONS REQUIRED BY HARRIS COUNTY, TEXAS PRIOR TO STARTING CONSTRUCTION OF UTILITIES AND/OR CULVERTS WITHIN HARRIS COUNTY AND HARRIS COUNTY FLOOD CONTROL DISTRICT RIGHTS -OF -WAY. NOTE: A NOTIFICATION OF CONSTRUCTION IN RIGHT OF WAY PERMIT WILL BE REQUIRED I FOR THE PROPOSED WORK WITHIN HARRIS COUNTY RIGHT-OF-WAY. CAN ONLY BE PULLED AFTER THE PROJECT HAS BEEN APPROVED. SEE THIS LINK, HTTP://HCPI D. DRG/PERMITS/P R_NOTIFICATION_C F_CONSTR UCTION. HTM L, _.-- FOR INFORMATION ON HOW TO OBTAIN THE PERMIT. FOR THE W/L CONNECTION NOTES: 1. INSTALL ALL EXPOSED P-TRAPS AND ANGLE SUPPLIES ON HANDICAPPED LAWS AND SINK WITH TRUEBRO HANDI UV -GUARD OR EQUAL. 2. PROVIDE AND INSTALL 6" DRAIN SEAL P-TRAPS FOR ALL FLOOR DRAINS AND FLOOR SINK, PROVIDE TRAP PRIMER AT FLOOR DRAINS. 3. HANDICAPPED PLUMBING FIXTURES SHALL BE SET TO "ADA" HEIGHT REQUIREMENTS. 4. ALL WATER HEATERS WITH 20 GAL. ELECTRICAL. 5. CONTRACTOR SHALL VERIFY THAT ALL WATER HEATERS SHALL FIT IN THE SPACE PROVIDED AND THAT THE MANF. RECOMMENDED SERVICE CLEARANCES ARE MAINTAINED. 6. ALL INSIDE SANITARY SEWER WASTE AND VENT PIPING SHALL BE SCH. 40 PVC. 7. WATER PIPE TYPE PVC SCH 40. B. ALL WATER PIPING ABOVE GROUND SHALL BE INSULATED WITH 1/2" ARMOFLE% PIPE INSULATION. 9. ALL WATER PIPE FITTINGS SHALL BE CPVC SOLVENT WELDING JOINT. 10. INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH UPC 2000 will CON AMENDMENTS. 21 A NOTIFICATION ISSUED BY HC INFRASTRUCTURE DEPARTMENT -PERMITS OFFICE- 15 ---- REQUIRED FOR PROPOSED WORK WITHIN HARRIS COUNTY RIGHT-OF-WAY. THE ---- - PROJECT MUST BE APPROVED PRIOR TO OBTAINING THE REQUIRED NOTIFICATION. A NOTIFICATION MUST BE OBTAINED SEPARATELY FROM A SITE DEVELOPMENT PERMIT PACKAGE. FOR ADDITIONAL INFORMATION PLEASE VISIT: HTTP://WWW.ENG.HCTX.NET/PERMITS/ PUBLIC-REVIEW-CODE/PUBLIC-PUN-REVIEW/ NOTIFICATION -OF -CONSTRUCTION -IN -THE -ROW OR CONTACT PUBLIC REVIEW INSPECTIONS DEPARTMENT 0 (713)274-3931 NOTES. 1. THE INSTALLATION OF THE PROPOSED WATER METER, BORING AND JACKING, AND CONNECTION TO THE EXISTING 12" WATER LINE WILL BE PERFORMED BY THE OPERATOR. 2. CONTRACTOR NEED TO VERIFY ALL THE EXISTING WATER AND SEWER LINES, MANHOLE AND THEIR FLOW, PRIOR TO START OF THE CONSTRUCTION. 3. ALL CONNECTIONS TO DISTRICT FACILITIES SHALL BE MADE IN ACCORDANCE WITH THE DISTRICT'S RATE ORDER. 4. A CLEANOUT NEEDS TO BE INSTALLED EVERY 100 FEET ALONG THE SANITARY SEWER LINE AND OUTSIDE THE BUILDING BEFORE THE GREASE TRAP. 5. CONTRACTOR MUST MAINTAIN A 9 FEET SEPARATION BETWEEN WATER LINE AND SANITARY SEWER LINE, BEFORE COMING TO THE BUILDING. S. PROVIDE DROP CONNECTION AT THE TIE-IN TO THE EXISTING SANITARY SEWER MANHOLE PER CITY OF HOUSTON SPECIFICATION. FLOOD NOTE: SUBJECT PROPERTY IS NOT LOCATED IN A FEDERAL INSURANCE ADMINISTRATION DESIGNATED FLOOD HAZARD AREA AND 15 IN ZONE "X" MAP # 48201C, PANEL 0940M, DATED 01-06-17. This information is based an graphic platting only. We do not assume responsibility for exact determination. i At %• •tl MAINUL H. KHAN j,...j It LEACE-=r The seal appearing on this document was authorized by MAINUL H. KHAN P.E. 93979, on MAY BOTH, 2021 Q O y W C J o e, �NJ m m C o Z .m m ++ O o IA 0 2ee ej sQ LJ OWNER JIN LEE PROJECT LA PLAZA 2459UNDERWOOD RD. U PORTE, TX T571 TITLE UTILITY PLAN akuECTNO SHEET 201919 07E01-19 C-4.0 sang 1"= 30'- 0"