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HomeMy WebLinkAboutPrivate utility planUTILITY DEMAND SUMMARY: NOTES: PEAK 1. PEAK WATER SHALL BE DETERMINED BY THE EXISTING OVERHEAD USE AVG. (x4.0) BUILDING CODE - FIXTURE COUNT METHOD FOR THIS ELECTRIC LINE SEWER (gpd/unit) 3,840 0.04cfs NEW MULTIFAMILY DEVELOPMENT. WATER (gpm/unit) 4 16 IRRIGATION (gpm) 30 30 2. SANITARY SEWER AVERAGE DAILY FLOW IS BASED PP -0HE- - -0HE- - - -OHE- UPON THE CALCULATED AVERAGE WATER DEMAND _ oHE- - - oHE- - -0HE- - - OHE- - - o"E- A'j"SET- - - - �- - - -0HE - - - -EINE - - - -0HE - - - -0HE - - ���11'11.\ (-507.) AND A 16 -HOUR USAGE PERIOD PER DAY. NORTH 3. IRRIGATION DEMAND IS THE PEAK DEMAND AND IS AN ESTIMATE AND SHOULD BE VERIFIED BY THE o 20 40 IRRIGATOR. - - SCAM.* 1" = 20' ���LUTHER ST. APPROXIMATE LOCATION TBM 1: OF EXISTING 16" WATER LINE ELEV.=328.67 1 APPROXIMATE LOCATION ,s„W ,6•.W ,s•w 6..W 6.1W 6"W OF UNDERGROUND CABLE --16"W AND TELEPHONE LINES s"W �s"W �s w - UT - - - uT - SEE PRIVATE UTILITY NOTE #5 „ - - UT ' - - UT - -- UT - - - - - UT - UT - - -; UT - - - - - - ,..I 6 SID WALK - UT - - -1 -- - UT - - _ UT -�' -SID TLK uT 41 N 43' 54' S1" E 221-11' _ - - no 1-1" IRRIGATION METER z< �- D�'�----- T LP x<0 W �oz 4" CLEAN-OUT oz z (TYPICAL) ��j< 20 P. J.E. I zOfw IAO OfU- y AO L 52 L.F. OF 6' PVC (SDR -26, CL160) SEWER SERVICE @ 1.00% SLOPE (24" MIN COVER) 18 TIE INTO MANHOLE w/6 PVC I , (SDR -26_ CL160) FL 6"(I)_320.43' Iz I FL 6"(I)-320.43' y II I (METER BY CoCS) w/1" SERVICE SADDLE (B/CS STANDARD W2-01) FF=327.75' 15 6" PVC SERVICE FL=321.07' FF=327.75' 14 �- 6" PVC SERVICE FL=320.78' I FF=327.75' 20' P.U.E. 1 H 13 _ss = - --ss- - - 6" PVC SERVICE FL=320.70' PROPOSED 6" ANITARY SEWER LINE 3 SEE SHEET C2.2 I i I I FF=327.75' PROPOSED MANHOLE I SEE SHEET C2.2 67 L.F. OF 6" PVC (SDR -26, CL160) SEWER SERVICE @I �° I 1 6" PVC SERVICE I 1.00% SLOPE (24 MIN COVER)I FL=320.89' I 1 W i 1 SEE ELECTRIC I I J' I SEE INSET "A" NOTE #1I FOR DETAIL [/ f ~UE m 11 11 i W PVT. SANITARY SEWER MANHOLE I FF=328.25' (PER B/CS STANDARD S1 -02)i I FL 6" (I)=321.20' FL 6" (1)=321.20'. 6" PVC SERVICE FL 6" (0)=321.10' I I FL=321.45' 1 c I 10 250 L.F. OF 4-3 PVC I CONDUIT (GREY) w/PULL I FF=328.25 STRING FOR CABLE & PHONE I (° I 6" PVC SERVICE SERVICE (PLACED IN SAME FL=321.74' DITCH w/24" MIN. COVER) ASI I DIRECTED BY UTILITY 1 COMPA Y i I FF=328.25' 1 6" PVC SERVICE 100 L.F. OF 6 PVC (SDR -26, FL=322.03' CL160) SEWER SERVICE @ 1.00% SLOPE (24 MIN COVER) I 1 6" PVC SERVICE FL=322.32' 10' P.U.E. 1 I 00 m FF=328.25' 1 i 6" CLEAN-OUT N(TYPICAL) 1 ( rn i tib I c m I I294 L.F. (TOTAL) OF 1" PVC (SCH 40) WATER SERVICE (24" MIN. COVER) SEE PRIVATE UTILITY NOTE #6 I15' P.U.E. Q in /- PROPOSED 8" JLi� JI ILi� i VL. i +, I � f 274 L.F. (TOTAL) OF 1" PVC 3 ( (SCH 40) WATER SERVICE 0 (24" MIN. COVER) (n SEE PRIVATE UTILITY NOTE #6 I I PROPOSED FIRE HYDRANT LF SEE SHEET C2.1 15' P.U.E. -3.. W: 3"w 3„W PROPOSED 3" WATER- LINE SEE SHEET C2.1 s' ss 138 L.F. OF 6" PVC (SDR -26, CL160) SEWER SERVICE @ 1.00% SLOPE (24" MIN COVER) 1 4 -840 L.F. (TOTAL) OF 2-4" 10 P.U.E. j 1 k7 FF= 328.70' I W o in COLLEGE STATION, TEXAS 77842 3 OFFICE - (979) 690-0329 FAX - (979) 690-0329 I W to 225 L.F. (TOTAL) OF 1" PVC OFF. (979) 268-3195 I I FL=323.91' (SCH 40) WATER SERVICE .n (24" MIN. COVER) I W i SEE PRIVATE UTILITY NOTE #6 Q I I I I w DESCRIPTION PAD MOUNT TRANSFORMER (BY I 0 VIE LY I 6" CLEAN-OUT N FOR THE PURPOSE OF INTERIM I (TYPICAL) 114 L.F. OF " PVC (SDR -26, 356 L.F. (TOTAL) OF 1" PVC @ 1.00% SLOPE (SCH 40) WATER SERVICE Y FF=328 (24" MIN. COVER) I SEE PRIVATE UTILITY NOTE #6 II 1 4 -840 L.F. (TOTAL) OF 2-4" 10 P.U.E. j 1 k7 FF= 328.70' I W o in COLLEGE STATION, TEXAS 77842 I I OFFICE - (979) 690-0329 FAX - (979) 690-0329 I W 6" PVC SERVICE COLLEGE STATION, TX 77841 OFF. (979) 268-3195 I I FL=323.91' c% I W i 6" PVC SERVICE I I I I / FL=323.62' DESCRIPTION PAD MOUNT TRANSFORMER (BY I CONSTRUCTION VIE LY I W i FF= 328.70' FOR THE PURPOSE OF INTERIM I + I 114 L.F. OF " PVC (SDR -26, CL160) SEWER SERVICE @ 1.00% SLOPE (24" MIN COVER) FF=328 70' I I W 0 LJ II \-\-6" PVC SERVICE ~F- I ` I 1 FL=323.33' 0 I I 6" PVC SERVICE O 5727 RICHMOND AVE., APT. 202 I I I I FL=323.04 FF=328.80' I W FF=328 70' CHECKED BY: R.A.M. FIELD BOOK: 9 (TYPICAL) RME CONSULTING ENGINEERS I I 6' -'CLEAN-OUT (TYPICAL) w -I--- -1 APPROXIMATE LOCATION OF EXISTING UNDERGROUND TELEPHONE LINE APPROXIMATE LOCATION OF UNDERGROUND CABLE AND TELEPHONE LINES SEE PRIVATE UTILITY NOTE #5 D_ 0 z00 �Z W WnOEIL Jm 0Qm00 ulCD EXISTING PRIVACY J `t cf) WOOD FENCE `t 0 rK � OZ LLJ 3:JWJ Z �0 0 0 0 PVT. SANITARY SEWER MANHOLE (PER B/CS STANDARDS) FL 6" (1)=322.68' FL 6" (1)=322.68' FL 6" (0)=322.58' %[1i PVC CONDUIT (GREY) w/PULL d- I ELECTRIC PULL -BOX STRING FOR PRIMARY ELECTRIC C (BY CoCS) SERVICE, AS DIRECTED BY CoCS MAINTAIN 48" (MIN) COVER i EXISTING PRIVACY m 20' P.U.E. WOOD FENCE---,,- - - ,....... _-- S 40. 52' 25" 213.07 NOW OR FORMERLY COMMONWEALTH AUSTIN CH, L.P. LOT 4A, BLOCK 1 MELROSE SUBDIVISION (VOLUME 6702, PAGE 38) r► 3/8" I.R.F. REFER TO SHEET C3.3 FOR UTILITY DETAILS GENERAL UTILITY NOTES (PRIVATE & PUBLIC): PRIVATE UTILITY NOTES: 1. ALL EXCAVATION FOR UNDERGROUND UTILITIES SHALL BE MADE TRUE TO GRADE. EXCAVATION SHALL BE 1. THE CONTRACTOR SHALL INSTALL THE PROPOSED PRIVATE UTILITY LINES IN ACCORDANCE WITH LOCAL CODES, MADE A MINIMUM OF SIX INCHES BELOW THE REQUIRED GRADE AND PROVIDE A SAND BED FOR THE PIPING. LATEST NATIONAL PLUMBING CODE AND AIL APPLICABLE STATE AND LOCAL LAWS, OTHER PRIVATE OR PUBLIC BACKFILL OVER PIPING SHALL BE MADE W UTILITIES S WITH EARTH OR FILL SAND, FREE OF DEBRIS, AND SHALL BE TAMPED L E HALL BE INSTALLED IN ACCORDANCE WITH THE UTILITY COMPANY'S SPECIFICATIONS. SHOULD THESE BY HAND OR MECHANICAL MEANS TO THE DENSITY OF THE ADJACENT UNDISTURBED EARTH OR TO 95% DRAWINGS AND SPECIFICATIONS DIFFER WITH OTHER UTILITY COMPANY'S SPECIFICATIONS, THE STRICTER OF THE STANDARD PROCTOR DENSITY (ASTM D698), WHICHEVER IS GREATER. ALL TRENCHING AND EXCAVATION SHALL TWO SHALL APPLY. BE DONE iN STRICT ACCORDANCE WITH CURRENT OSHA REQUIREMENTS AND ALL OTHER APPLICABLE SAFETY CODES AND STANDARDS. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND INSPECTION APPROVALS FOR ALL WORK SHOWN. 2. MINIMUM BURY OR COVER SPECIFIED IS TO BE MEASURED FROM FINISHED GRADES. WHERE UTILITY LINES EXTEND UNDER PAVEMENT, THE BURY OR COVER SHALL BE MEASURED FROM THE BOTTOM OF THE STRUCTURE. 3. THE CONTRACTOR SHALL COORDINATE ALL INSTALLATIONS OF SERVICES LINES, CONDUIT, METERS, ETC... WITH THE APPROPRIATE UTILITY COMPANY. 3. UTILITY INSTALLATIONS IN NON-STRUCTURAL AREAS SHALL BE BACKFILLED WITH TYPE "D" BEDDING REQUIREMENTS. IN STRUCTURAL AREAS (UNDER FOUNDATIONS, PAVEMENTS, WALKS, ETC...) THE UTILITIES 4. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED FOR PUBLIC AND PRIVATE UTILITIES AND SHALL BE BACKFILLED WITH CEMENT STABILIZED SAND. IRRIGATION AS DIRECTED BY THE DEVELOPER. NO SLEEVING IS ILLUSTRATED ON THIS PLAN AND OTHER CONSTRUCTION DRAWINGS CONTAINED IN THIS PLAN SET. 4. REGARDLESS OF ELEVATIONS SHOWN FOR MANHOLE RIMS, CLEAN-OUT COVERS, OR GRATES SHALL BE PLACED FLUSH WITH THE PROPOSED PAVEMENT ELEVATION AND SLOPE. MANHOLES NOT IN PAVEMENT AREAS 5. CONTRACTOR SHALL INSTALL UNDERGROUND TELEPHONE AND CABLE LINES PER THE UTILITY PROVIDER'S SHALL BE SET 3" ABOVE THE FINISHED GRADE. DIRECTION AND SPECIFICATIONS. THE LAYOUT/ORIENTATION OF THE PROPOSED CABLE/TELEPHONE LINES ARE FOR ILLUSTRATION ONLY. 5. CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT ALL "POINTS OF CROSSING' TO DETERMINE IF CONFLICTS EXIST BEFORE COMMENCING ANY CONSTRUCTION. NOTIFY THE ENGINEER AT ONCE OF ANY 6. FOR CLARITY AND SIMPLICITY, ONLY ONE WATER LINE IS SHOWN AS THE SERVICE FOR MULTIPLE BUILDINGS. CONFLICT. HOWEVER, INDIVIDUAL LINES ARE TO BE INSTALLED FROM THE WATER METER TO ITS RESPECTIVE BUILDING. THE ORGANIZATION AND ORIENTATION OF THESE INDIVIDUAL SERVICE LINES SHALL BE THAT WHICH WILL PREVENT THE 6. THE CONTRACTOR SHALL COORDINATE ALL UTILITY INSTALLATION SO THAT GRADE CRITICAL ELEMENTS (I.E. CROSSING OF ANY WATER SERVICE LINES WITH OTHER WATER SERVICE LINES! STORM DRAIN, SANITARY SEWER, ETC...) DO NOT CONFLICT WITH NON -GRADE CRITICAL ELEMENTS (I.E. ELECTRICAL CONDUIT, WATER SERVICES, ETC...). WATER LINE NOTES (PUBLIC & PRIVATE): 7. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT, AND LABOR FOR EXCAVATION, INSTALLATION, BACKFILLING OF UTILITY LINES AND RELATED APPURTENANCES AS SHOWN ON THE PLANS. 1. ALL DOMESTIC WATER LINE PIPE SHALL BE CONSTRUCTED OUT OF PVC (SCH 40). PUBLIC OR FIRE WATER LINE PIPE SHALL BE CONSTRUCTED OUT OF C909 (CLASS 200) MATERIAL. THE 3" PUBLIC WATER 8. THE LOADING AND UNLOADING OF ALL PIPE AND OTHER ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LINE SHALL BE CONSTRUCTED OF SDR -21, D2241 (CLASS 200) MATERIAL. MANUFACTURER'S RECOMMENDED PRACTICES AND SHALL, AT ALL TIMES, BE PERFORMED WITH CARE TO AVOID ANY DAMAGE TO THE MATERIAL. THE CONTRACTOR SHALL LOCATE AND PROVIDE THE NECESSARY STORAGE 2. THIS PROJECT SHALL BE BUILT BY MEANS OF OPEN CUT EXCEPT AS NOTED ON THE DRAWINGS. AREAS FOR MATERIALS AND EQUIPMENT. CONTRACTOR TO DETERMINE THE LOCATIONS OF BORE PITS IN FIELD SUBJECT TO THE INSPECTOR'S 9. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED FOR ON-SITE UTILITIES AND IRRIGATION APPROVAL. SYSTEMS. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL CONNECTIONS TO PUBLIC SYSTEMS AND SANITARY SEWER NOTES (PUBLIC & PRIVATE): INSTALLATIONS WITH REGULATORY INSPECTOR. 1. WHEN MAKING A CONNECTION TO AN EXISTING SANITARY SEWER MANHOLE, CONTRACTOR SHALL PLUG 11. THE 2007 B/CS UNIFIED TECHNICAL SPECIFICATIONS AND STANDARD DETAILS FOR WATER & SEWER DOWNSTREAM END OF PROPOSED SANITARY SEWER. THE SEWER SHALL REMAIN PLUGGED UNTIL FINAL CONSTRUCTION SHALL GOVERN ON THIS PROJECT FOR ALL PUBLIC UI1LITY IMPROVEMENTS. IT SHALL BE THE ACCEPTANCE BY THE CITY. RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ALL TESTS CONTAINED THEREIN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER SHOULD ANY CONFLICTS OR DISCREPANCIES OCCUR WITH THE CONSTRUCTION PLANS 2. WATER & SANITARY SEWER THAT ARE PARALLEL MUST BE INSTALLED IN SEPARATE TRENCHES WITH NO AND SPECIFICATIONS. LESS THAN 9' (NINE FEET) MIN. CLEARANCE. ADDITIONAL CLEARANCE CRITERIA PER THE TCEQ IN 317.13 APPENDIX "E". WHERE IT IS NOT POSSIBLE TO ACHIEVE THE NINE FOOT SEPARATION DISTANCE SHALL BE SYMBOL & LINE LEGENDPROJECT BENCHMARK: A MINIMUM OF TWO FEET BETWEEN OUTSIDE DIAMETERS, THE HORIZONTAL SEPARATION DISTANCE SHALL BE A MINIMUM OF FOUR FEET BETWEEN OUTSIDE DIAMETERS, THE SEWER AND WATER LINES SHALL BE 0 POWER POLE INSTALLED IN SEPARATE TRENCHES AND THE SEWER SHALL BE LOCATED BELOW THE WATERLINE. 0 LIGHT POLE BOX CUTIN BACK OF CURB ON THE SOUTHEASTERLY SIDE OF LUTHER STREET 3. UNLESS MANHOLES CAN BE MADE WATERTIGHT AND TESTED FOR NO LEAKAGE, THEY MUST BE GUY WIRE ANCHOR WESTNEAR THE NORTH CORNER OF THE INSTALLED SO AS TO PROVIDE A MINIMUM OF NINE FEET OF HORIZONTAL CLEARANCE FROM AN EXISTING ® , GAS PIPELINE RISER OR PROPOSED WATERLINE. IF THE NINE FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE Mwv WATER VALVE SUBJECT TRACT. WATERLINE MUST BE ENCASED IN A JOINT OF 150 PSI PRESSURE CLASS PIPE AT LEAST 18 FEET LONG ®WM WATER METERAND TWO NOMINAL SIZES LARGER THAN THE WATERLINE. THE SPACE AROUND THE CARRIER PIPE SHALL ELEV. = 328.67 (NAVD 88) BE SUPPORTED AT 5 FOOT INTERVALS WITH SPACERS OR BE FILLED TO THE SPRINGLINE WITH WASHED ®EM ELECTRICAL TRANSFORMER SAND. THE ENCASEMENT PIPE SHALL BE CENTERED ON THE CROSSING AND BOTH ENDS SEALED WITH ®GM GAS METER CEMENT GROUT OR MANUFACTURED SEAL. OO MH MANHOLE 4. CENTER JOINT OF SANITARY SEWER AT WATERLINE CROSSINGS. PROVIDE CEMENT SAND BACKFILL FOR 0c.0. CLEANOUT THIS JOINT. USE PRESSURE PIPE IF VERTICAL SEPARATION IS LESS THAN NINE FEET. -9+FH FIRE HYDRANT ®T TELEPHONE PEDESTAL 5. IF CLEARANCE IS BETWEEN 6 INCHES TO TWO FEET, ONE 20 FOOT JOINT OF C-900 PVC, 150 PSI AREA INLET WATERLINE SHALL BE -CENTERED AT SANITARY CROSSING. RiB JUNCTION BOX & NO CAST -IN-PLACE MANHOLES SHALL BE USED. - - - BUILDING SETBACK LINE ----- - PROPERTY LINE 7. ALL SANITARY SEWER PIPE 6" TO 15" SHALL BE SDR 26 PVC SEWER PIPE MEETING ASTM SPECIFICATION D=3034 HAVING`A-MINIMUM -PIPE STIFFNESS- OF 115,UNLESS OTHERWISE NOTED. -------- EASEMENT UNE ,8. A�D ALL D.I.P. TO BE USED WILL HAVE BOTH EXTERNAL AND INTERNAL PROTECTION. EXTERNAL POLYETHYLENE TUBING OR DOUBLE WRAP WILL BE 8 MILS THICK PER LAYER AND TIED TO PIPE AT 3' MAXIMUM INTERVAL (IF LAID), OR BANDED TO PIPE AT 1' MAXIMUM INTERVALS (w/SCREW-TIGHTENED STEEL BANDS) (IF JACKED). INTERNAL POLYETHYLENE (OR POLYURETHANE) LINER (OR COATINGS) WILL BE 40 MILS THICK. 9. CONTRACTOR SHALL INSTALL DRIP PAN ON EACH SANITARY SEWER MANHOLE LOCATED IN PAVEMENT. 10. SANITARY SEWER CLEANOUTS FOR SEWER SERVICE LINES SHOWN ARE APPROXIMATE LOCATIONS ONLY. THE CONTRACTOR SHALL INSTALL THEM IN ACCORDANCE WITH THE INTENT OF THESE PLANS AND THEY SHALL NOT BE SPACED GREATER THAN ONE -HUNDRED FEET (100') APART. 11. FLOW LINES GIVEN FOR THE 4" SANITARY SEWER SERVICES ARE THE DEEPEST ALLOWABLE DEPTH AT THE OUTSIDE EDGE OF THE PROPOSED BUILDINGS. DEPTHS ANY GREATER THAN SHOWN WILL NOT PROVIDE SUFFICIENT SLOPE TO PROPERLY SERVICE THE PROPOSED BUILDINGS. 8" PVC WATER LINE SEE SHEETT C2.1 00 7 - 3/4" DOMESTIC WATER METERS (METERS BY COCS) 1 w/1" SERVICE SADDLES 8 - 3/4" DOMESTIC WATER 15' P.U.E. METERS (METER BY CoCS) w/1" SERVICE SADDLES 3"W 3"W FH 1" PVC (SCH 40) SERVICE LINES (SEE PRIVATE UTILITY NOTE .#6) 3"W 3" PVC WATER LINE SEE SHEET C2.1 PROPOSED 6" PRIVATE SANITARY SEWER LINE 6"SS 3"W 15' P.U.E. 1" PVC (SCH 40) SERVICE LINES (SEE PRIVATE UTILITY NOTE #6) INSET "A" - WATER METER BANK DETAIL 1" = 5' w x I 1391 SEAMIST LANE <77845> in COLLEGE STATION, TEXAS 77842 EMAIL: civil@nnengineer.com OFFICE - (979) 690-0329 FAX - (979) 690-0329 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF. (979) 268-3195 FAX: (979) 691-8904 c% ELECTRIC NOTE #1 I ARK DATE DESCRIPTION PAD MOUNT TRANSFORMER (BY NOT FOR CONSTRUCTION VIE LY 02/11/08 PRELIMINARY THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF RABON A. METCALF, P.E. CoCS) w/2" GREY SERVICE 2008. IT IS NOT TO BE USED 6" PVC SERVICE1 FL=322.87' �, I I Z W X mQ i J 1 Q /1 w 00 z t.l..l CONDUITS,w/PULL STRINGS TO EACH ELECTRIC METER FOR j ui�Q �'W© ,a � I W 0 LJ i I d' ~F- SECONDARY SERVICE (WIRE BY CoCS, -81 L.F. CONDUIT TOTAL). _ Q -^� `- w CL V 0 0 5 ( FI MANAGEMENT O 5727 RICHMOND AVE., APT. 202 MAINTAIN 36" (MIN) COVER OFF: (979) 314-1333 FF=328.80' FILENAME: 0325UPlA ( SUBMITTED DATE: FEBRUARY 11, 2008. I CHECKED BY: R.A.M. FIELD BOOK: 9 (TYPICAL) RME CONSULTING ENGINEERS CLIENT NO. PROJECT N0. 220 - 0325 CIE I SHEET 40F 11 71 L.F. OF " PVC (SDR -26, d- CL160) SEA --R SERVICE @ 1.007a SLOPI__ (24" MIN COVER) FF=328 80' I I i 1 10' P.U.E. \ `- SERVICE i 6" PVC m FL=323.16' I 1 FF= 328 80' I I i II m 6" PVC SERVICE( i FL=323.45' I 225 L.F. OF 4-3" PVC CONDUIT 1 (GREY) w/PULL STRING FOR 4 SIDEWALK �- �-- CABLE & PHONE SERVICE i 1 (PLACED IN SAME DITCH w/24" MIN. COVER) - AS DIRECTED BY Ii 1 UTILITY COMPANY II ii 1 I =1 , I I m 'I %[1i PVC CONDUIT (GREY) w/PULL d- I ELECTRIC PULL -BOX STRING FOR PRIMARY ELECTRIC C (BY CoCS) SERVICE, AS DIRECTED BY CoCS MAINTAIN 48" (MIN) COVER i EXISTING PRIVACY m 20' P.U.E. WOOD FENCE---,,- - - ,....... _-- S 40. 52' 25" 213.07 NOW OR FORMERLY COMMONWEALTH AUSTIN CH, L.P. LOT 4A, BLOCK 1 MELROSE SUBDIVISION (VOLUME 6702, PAGE 38) r► 3/8" I.R.F. REFER TO SHEET C3.3 FOR UTILITY DETAILS GENERAL UTILITY NOTES (PRIVATE & PUBLIC): PRIVATE UTILITY NOTES: 1. ALL EXCAVATION FOR UNDERGROUND UTILITIES SHALL BE MADE TRUE TO GRADE. EXCAVATION SHALL BE 1. THE CONTRACTOR SHALL INSTALL THE PROPOSED PRIVATE UTILITY LINES IN ACCORDANCE WITH LOCAL CODES, MADE A MINIMUM OF SIX INCHES BELOW THE REQUIRED GRADE AND PROVIDE A SAND BED FOR THE PIPING. LATEST NATIONAL PLUMBING CODE AND AIL APPLICABLE STATE AND LOCAL LAWS, OTHER PRIVATE OR PUBLIC BACKFILL OVER PIPING SHALL BE MADE W UTILITIES S WITH EARTH OR FILL SAND, FREE OF DEBRIS, AND SHALL BE TAMPED L E HALL BE INSTALLED IN ACCORDANCE WITH THE UTILITY COMPANY'S SPECIFICATIONS. SHOULD THESE BY HAND OR MECHANICAL MEANS TO THE DENSITY OF THE ADJACENT UNDISTURBED EARTH OR TO 95% DRAWINGS AND SPECIFICATIONS DIFFER WITH OTHER UTILITY COMPANY'S SPECIFICATIONS, THE STRICTER OF THE STANDARD PROCTOR DENSITY (ASTM D698), WHICHEVER IS GREATER. ALL TRENCHING AND EXCAVATION SHALL TWO SHALL APPLY. BE DONE iN STRICT ACCORDANCE WITH CURRENT OSHA REQUIREMENTS AND ALL OTHER APPLICABLE SAFETY CODES AND STANDARDS. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND INSPECTION APPROVALS FOR ALL WORK SHOWN. 2. MINIMUM BURY OR COVER SPECIFIED IS TO BE MEASURED FROM FINISHED GRADES. WHERE UTILITY LINES EXTEND UNDER PAVEMENT, THE BURY OR COVER SHALL BE MEASURED FROM THE BOTTOM OF THE STRUCTURE. 3. THE CONTRACTOR SHALL COORDINATE ALL INSTALLATIONS OF SERVICES LINES, CONDUIT, METERS, ETC... WITH THE APPROPRIATE UTILITY COMPANY. 3. UTILITY INSTALLATIONS IN NON-STRUCTURAL AREAS SHALL BE BACKFILLED WITH TYPE "D" BEDDING REQUIREMENTS. IN STRUCTURAL AREAS (UNDER FOUNDATIONS, PAVEMENTS, WALKS, ETC...) THE UTILITIES 4. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED FOR PUBLIC AND PRIVATE UTILITIES AND SHALL BE BACKFILLED WITH CEMENT STABILIZED SAND. IRRIGATION AS DIRECTED BY THE DEVELOPER. NO SLEEVING IS ILLUSTRATED ON THIS PLAN AND OTHER CONSTRUCTION DRAWINGS CONTAINED IN THIS PLAN SET. 4. REGARDLESS OF ELEVATIONS SHOWN FOR MANHOLE RIMS, CLEAN-OUT COVERS, OR GRATES SHALL BE PLACED FLUSH WITH THE PROPOSED PAVEMENT ELEVATION AND SLOPE. MANHOLES NOT IN PAVEMENT AREAS 5. CONTRACTOR SHALL INSTALL UNDERGROUND TELEPHONE AND CABLE LINES PER THE UTILITY PROVIDER'S SHALL BE SET 3" ABOVE THE FINISHED GRADE. DIRECTION AND SPECIFICATIONS. THE LAYOUT/ORIENTATION OF THE PROPOSED CABLE/TELEPHONE LINES ARE FOR ILLUSTRATION ONLY. 5. CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT ALL "POINTS OF CROSSING' TO DETERMINE IF CONFLICTS EXIST BEFORE COMMENCING ANY CONSTRUCTION. NOTIFY THE ENGINEER AT ONCE OF ANY 6. FOR CLARITY AND SIMPLICITY, ONLY ONE WATER LINE IS SHOWN AS THE SERVICE FOR MULTIPLE BUILDINGS. CONFLICT. HOWEVER, INDIVIDUAL LINES ARE TO BE INSTALLED FROM THE WATER METER TO ITS RESPECTIVE BUILDING. THE ORGANIZATION AND ORIENTATION OF THESE INDIVIDUAL SERVICE LINES SHALL BE THAT WHICH WILL PREVENT THE 6. THE CONTRACTOR SHALL COORDINATE ALL UTILITY INSTALLATION SO THAT GRADE CRITICAL ELEMENTS (I.E. CROSSING OF ANY WATER SERVICE LINES WITH OTHER WATER SERVICE LINES! STORM DRAIN, SANITARY SEWER, ETC...) DO NOT CONFLICT WITH NON -GRADE CRITICAL ELEMENTS (I.E. ELECTRICAL CONDUIT, WATER SERVICES, ETC...). WATER LINE NOTES (PUBLIC & PRIVATE): 7. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT, AND LABOR FOR EXCAVATION, INSTALLATION, BACKFILLING OF UTILITY LINES AND RELATED APPURTENANCES AS SHOWN ON THE PLANS. 1. ALL DOMESTIC WATER LINE PIPE SHALL BE CONSTRUCTED OUT OF PVC (SCH 40). PUBLIC OR FIRE WATER LINE PIPE SHALL BE CONSTRUCTED OUT OF C909 (CLASS 200) MATERIAL. THE 3" PUBLIC WATER 8. THE LOADING AND UNLOADING OF ALL PIPE AND OTHER ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LINE SHALL BE CONSTRUCTED OF SDR -21, D2241 (CLASS 200) MATERIAL. MANUFACTURER'S RECOMMENDED PRACTICES AND SHALL, AT ALL TIMES, BE PERFORMED WITH CARE TO AVOID ANY DAMAGE TO THE MATERIAL. THE CONTRACTOR SHALL LOCATE AND PROVIDE THE NECESSARY STORAGE 2. THIS PROJECT SHALL BE BUILT BY MEANS OF OPEN CUT EXCEPT AS NOTED ON THE DRAWINGS. AREAS FOR MATERIALS AND EQUIPMENT. CONTRACTOR TO DETERMINE THE LOCATIONS OF BORE PITS IN FIELD SUBJECT TO THE INSPECTOR'S 9. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED FOR ON-SITE UTILITIES AND IRRIGATION APPROVAL. SYSTEMS. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL CONNECTIONS TO PUBLIC SYSTEMS AND SANITARY SEWER NOTES (PUBLIC & PRIVATE): INSTALLATIONS WITH REGULATORY INSPECTOR. 1. WHEN MAKING A CONNECTION TO AN EXISTING SANITARY SEWER MANHOLE, CONTRACTOR SHALL PLUG 11. THE 2007 B/CS UNIFIED TECHNICAL SPECIFICATIONS AND STANDARD DETAILS FOR WATER & SEWER DOWNSTREAM END OF PROPOSED SANITARY SEWER. THE SEWER SHALL REMAIN PLUGGED UNTIL FINAL CONSTRUCTION SHALL GOVERN ON THIS PROJECT FOR ALL PUBLIC UI1LITY IMPROVEMENTS. IT SHALL BE THE ACCEPTANCE BY THE CITY. RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ALL TESTS CONTAINED THEREIN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER SHOULD ANY CONFLICTS OR DISCREPANCIES OCCUR WITH THE CONSTRUCTION PLANS 2. WATER & SANITARY SEWER THAT ARE PARALLEL MUST BE INSTALLED IN SEPARATE TRENCHES WITH NO AND SPECIFICATIONS. LESS THAN 9' (NINE FEET) MIN. CLEARANCE. ADDITIONAL CLEARANCE CRITERIA PER THE TCEQ IN 317.13 APPENDIX "E". WHERE IT IS NOT POSSIBLE TO ACHIEVE THE NINE FOOT SEPARATION DISTANCE SHALL BE SYMBOL & LINE LEGENDPROJECT BENCHMARK: A MINIMUM OF TWO FEET BETWEEN OUTSIDE DIAMETERS, THE HORIZONTAL SEPARATION DISTANCE SHALL BE A MINIMUM OF FOUR FEET BETWEEN OUTSIDE DIAMETERS, THE SEWER AND WATER LINES SHALL BE 0 POWER POLE INSTALLED IN SEPARATE TRENCHES AND THE SEWER SHALL BE LOCATED BELOW THE WATERLINE. 0 LIGHT POLE BOX CUTIN BACK OF CURB ON THE SOUTHEASTERLY SIDE OF LUTHER STREET 3. UNLESS MANHOLES CAN BE MADE WATERTIGHT AND TESTED FOR NO LEAKAGE, THEY MUST BE GUY WIRE ANCHOR WESTNEAR THE NORTH CORNER OF THE INSTALLED SO AS TO PROVIDE A MINIMUM OF NINE FEET OF HORIZONTAL CLEARANCE FROM AN EXISTING ® , GAS PIPELINE RISER OR PROPOSED WATERLINE. IF THE NINE FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE Mwv WATER VALVE SUBJECT TRACT. WATERLINE MUST BE ENCASED IN A JOINT OF 150 PSI PRESSURE CLASS PIPE AT LEAST 18 FEET LONG ®WM WATER METERAND TWO NOMINAL SIZES LARGER THAN THE WATERLINE. THE SPACE AROUND THE CARRIER PIPE SHALL ELEV. = 328.67 (NAVD 88) BE SUPPORTED AT 5 FOOT INTERVALS WITH SPACERS OR BE FILLED TO THE SPRINGLINE WITH WASHED ®EM ELECTRICAL TRANSFORMER SAND. THE ENCASEMENT PIPE SHALL BE CENTERED ON THE CROSSING AND BOTH ENDS SEALED WITH ®GM GAS METER CEMENT GROUT OR MANUFACTURED SEAL. OO MH MANHOLE 4. CENTER JOINT OF SANITARY SEWER AT WATERLINE CROSSINGS. PROVIDE CEMENT SAND BACKFILL FOR 0c.0. CLEANOUT THIS JOINT. USE PRESSURE PIPE IF VERTICAL SEPARATION IS LESS THAN NINE FEET. -9+FH FIRE HYDRANT ®T TELEPHONE PEDESTAL 5. IF CLEARANCE IS BETWEEN 6 INCHES TO TWO FEET, ONE 20 FOOT JOINT OF C-900 PVC, 150 PSI AREA INLET WATERLINE SHALL BE -CENTERED AT SANITARY CROSSING. RiB JUNCTION BOX & NO CAST -IN-PLACE MANHOLES SHALL BE USED. - - - BUILDING SETBACK LINE ----- - PROPERTY LINE 7. ALL SANITARY SEWER PIPE 6" TO 15" SHALL BE SDR 26 PVC SEWER PIPE MEETING ASTM SPECIFICATION D=3034 HAVING`A-MINIMUM -PIPE STIFFNESS- OF 115,UNLESS OTHERWISE NOTED. -------- EASEMENT UNE ,8. A�D ALL D.I.P. TO BE USED WILL HAVE BOTH EXTERNAL AND INTERNAL PROTECTION. EXTERNAL POLYETHYLENE TUBING OR DOUBLE WRAP WILL BE 8 MILS THICK PER LAYER AND TIED TO PIPE AT 3' MAXIMUM INTERVAL (IF LAID), OR BANDED TO PIPE AT 1' MAXIMUM INTERVALS (w/SCREW-TIGHTENED STEEL BANDS) (IF JACKED). INTERNAL POLYETHYLENE (OR POLYURETHANE) LINER (OR COATINGS) WILL BE 40 MILS THICK. 9. CONTRACTOR SHALL INSTALL DRIP PAN ON EACH SANITARY SEWER MANHOLE LOCATED IN PAVEMENT. 10. SANITARY SEWER CLEANOUTS FOR SEWER SERVICE LINES SHOWN ARE APPROXIMATE LOCATIONS ONLY. THE CONTRACTOR SHALL INSTALL THEM IN ACCORDANCE WITH THE INTENT OF THESE PLANS AND THEY SHALL NOT BE SPACED GREATER THAN ONE -HUNDRED FEET (100') APART. 11. FLOW LINES GIVEN FOR THE 4" SANITARY SEWER SERVICES ARE THE DEEPEST ALLOWABLE DEPTH AT THE OUTSIDE EDGE OF THE PROPOSED BUILDINGS. DEPTHS ANY GREATER THAN SHOWN WILL NOT PROVIDE SUFFICIENT SLOPE TO PROPERLY SERVICE THE PROPOSED BUILDINGS. 8" PVC WATER LINE SEE SHEETT C2.1 00 7 - 3/4" DOMESTIC WATER METERS (METERS BY COCS) 1 w/1" SERVICE SADDLES 8 - 3/4" DOMESTIC WATER 15' P.U.E. METERS (METER BY CoCS) w/1" SERVICE SADDLES 3"W 3"W FH 1" PVC (SCH 40) SERVICE LINES (SEE PRIVATE UTILITY NOTE .#6) 3"W 3" PVC WATER LINE SEE SHEET C2.1 PROPOSED 6" PRIVATE SANITARY SEWER LINE 6"SS 3"W 15' P.U.E. 1" PVC (SCH 40) SERVICE LINES (SEE PRIVATE UTILITY NOTE #6) INSET "A" - WATER METER BANK DETAIL 1" = 5' w x Gonsc�l��n9 �ng[neei^s 1391 SEAMIST LANE <77845> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@nnengineer.com OFFICE - (979) 690-0329 FAX - (979) 690-0329 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF. (979) 268-3195 FAX: (979) 691-8904 ARK DATE DESCRIPTION 95% COMPLETE NOT FOR CONSTRUCTION VIE LY 02/11/08 PRELIMINARY THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF RABON A. METCALF, P.E. NO. 88583, ON FEBRUARY 11, 2008. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. Z W X mQ F_ UH J 1 Q /1 w 00 z t.l..l J 0 LLIOf 00 z r W F_ 0 j ui�Q �'W© ,a � I � Zv, Z m W 0 LJ W 0 ~ �_jI- ~F- _ Q -^� `- w CL V 0 0 CLIENT INFORMATION FI MANAGEMENT c/o ALI JAFFAR 5727 RICHMOND AVE., APT. 202 DALLAS, TX. 75206 OFF: (979) 314-1333 FAX: (979) 216-1586 FILENAME: 0325UPlA I SCALE: 1"=20' SUBMITTED DATE: FEBRUARY 11, 2008. DRAWN BY: A.J.B. CHECKED BY: R.A.M. FIELD BOOK: 9 PAGES: 38-43 RME CONSULTING ENGINEERS CLIENT NO. PROJECT N0. 220 - 0325 CIE SHEET 40F 11 UTILITY DEMAND SUMMARY: NOTES: PEAK 1. PEAK WATER SHALL BE DETERMINED BY THE EXISTING OVERHEAD USE AVG. (x4.0) BUILDING CODE - FIXTURE COUNT METHOD FOR THIS ELECTRIC LINE SEWER (gpd/unit) 3,840 0.04cfs NEW MULTIFAMILY DEVELOPMENT. WATER (gpm/unit) 4 16 (gp ) 2. SANITARY SEWER AVERAGE DAILY FLOW IS BASED NHE- - - -oHE- - -eHE- - - �'HE- IRRIGATION m 30 30 UPON THE CALCULATED AVERAGE WATER DEMAND PP -0HE- - - -0HE- - - -0HE- - - -0HE- - - - -0HE- - - -0HE- - - -0HE- --0HE----0HE (-50%) AND A 16 -HOUR USAGE PERIOD PER DAY. - - PLAN NORTH 3. IRRIGATION DEMAND IS THE PEAK DEMAND AND IS AN ESTIMATE AND SHOULD BE VERIFIED BY THE _ 0 20 40 IRRIGATOR. SCALE: 1" = 20' LUTHER ST. WEST APPROXIMATE LOCATION OF EXISTING 16" WATER LINE TBM 1 ELEV.=328.67' APPROXIMATE LOCATION ,s„W 16"W ,s"w OF UNDERGROUND CABLE_ 16"W ls"W AND TELEPHONE LINES.,s"W ,s"W ,s w SEE PRIVATE UTILITY NOTE #5 _ ur - Ur - - - - UT - - - - ur - - ur - - - - Ur - - UT 6' SIDEWALK - - UT - QQUT - - - - ur-6'-SID rLK 1-1" IRRIGATION METER N 43' 54' S1" E - 22 .11' _ ------ - - - Q u) - �- LP of 0 W wU)Z �0 4" CLEAN-OUT -- z o (TYPICAL) �j< 20' P. .E. U) oWL D , I 52 L.F. OF 6" PVC (SDR 26, CL160) SEWER SERVICE ® I 1.00% SLOPE (24" MIN COVER) TIE INTO MANHOLE I w/6" PVC I I (SDR -26, CL160) F FL 6"(I)=320.43' I FL 6"(I)=320.43' e I 1 � I 1 20' P.U.E. i -s H --ss----ss- PROPOSED 6" I I ANITARY SEWER LINE I SEE SHEET C2.2 1 I I I PROPOSED MANHOLE I SEE SHEET C2.2 I 67 L.F. OF 6" PVC (SDR -26, y CL160) SEWER SERVICE 01 1.00% SLOPE (24" MIN COVER) I SEE ELECTRIC NOTE #1 (METER BY CoCS) w/1" SERVICE SADDLE- (B/CS STANDARD W2-01) FF=327.75' 15 6" PVC SERVICE FL=321.07' FF= 327.75' 14 6" PVC SERVICE FL=320.78' FF=327.75' 13 6" PVC SERVICE FL=320.70' FF= 327.75' 12 6" PVC SERVICE FL=320.89' w SEE INSET "A" FOR DETAIL s"ss I 00 _ rto 1 m 1 � I N I t ' m I 11 n I= i y ul i d- I . I � I z 1 I I i EXISTING PRIVACY 1 m / WOOD FENCE FF=328.25' 6 CLEAN-OUT (TYPICAL) r ................. w PVT. SANITARY SEWER MANHOLE I FF=328.25' (PER B/CS STANDARD S1-02)1 10' P.U.E. FL 6" (1)=321.20' OF EXISTING UNDERGROUND s' FL 6" (1)-321.20' U1ILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE UTILITY COMPANY'S SPECIFICATIONS. SHOULD THESE 6" PVC SERVICE FL 6" (0)=321.10' y ( FL=321.45' TWO SHALL APPLY. BE DONE IN STRICT ACCORDANCE WITH CURRENT OSHA REQUIREMENTS AND ALL OTHER APPLICABLE SAFETY 1 I ( 10 250 L.F. OF 4-3" PVC FF=328.25' CONDUIT (GREY) w/PULL FF=3 $.70' STRING FOR CABLE & PHONE I APPROXIMATE LOCATION 6" PVC SERVICE SERVICE (PLACED IN SAME EMAIL: civil@rmengineer.com FL=321.74' DITCH w/24" MIN. COVER) ASI i I OF UNDERGROUND CABLE DIRECTED BY UTILITY 1 I I REQUIREMENTS. IN STRUCTURAL AREAS (UNDER FOUNDATIONS, PAVEMENTS, WALKS, ETC...) THE U11LI11ES COMPA Y I FAX - (979) 690=0329 I ( AND TELEPHONE LINES SEE PRIVATE UTILITY NOTE Q CONSTRUCTION DRAWINGS CONTAINED IN THIS PLAN SET. I W #5 FF= 328.25' I 0 6" PVC SERVICE 100 L.F. OF 6" PVC (SDR -26, I FL=322.03' CL160) SEWER SERVICE ® 294 L.F. (TOTAL) OF 1" PVCI PVC SERVICE 1.00% SLOPE (24" MIN COVER) 1 I 1 } 6" PVC SERVICE SCH 40 WATER SERVICE ( ) 6. FOR CLARITY AND SIMPLICITY, ONLY ONE WATER LINE IS SHOWN AS THE SERVICE FOR MULTIPLE BUILDINGS. FL= 322.32' 10' P.U.E. I 1 1 O I 00 _ rto 1 m 1 � I N I t ' m I 11 n I= i y ul i d- I . I � I z 1 I I i EXISTING PRIVACY 1 m / WOOD FENCE FF=328.25' 6 CLEAN-OUT (TYPICAL) N840 L.F. (TOTAL) OF 2-4" I 1 ELECTRIC PULL -BOX PVC CONDUIT (GREY) w/PULL - - - (BY COCS) STRING FOR PRIMARY ELECTRIC SERVICE, AS DIRECTED BY CoCS - --- MAINTAIN 48" (MIN) COVER 20' P.U.E. !�! -UE- UE- -UE- 1., UE- - -UE- - - -UE- - '- - -' 1., -- S 40' 52' 25„ W - 213.07 NOW OR FORMERLY COMMONWEALTH AUSTIN CH, L.P. LOT 4A, BLOCK 1 MELROSE SUBDIVISION (VOLUME 6702, PAGE 38) .... i-,_ 3/8" I.R.F. REFER TO SHEET C3.3 FOR UTILITY DETAILS GENERAL UTILITY NOTES (PRIVATE & PUBLIC)_ r ................. APPROXIMATE LOCATION UH 1. ALL EXCAVATION FOR UNDERGROUND UTILITIES SHALL BE MADE TRUE TO GRADE. EXCAVATION SHALL BE 10' P.U.E. W i OF EXISTING UNDERGROUND s' BACKFILL OVER PIPING SHALL BE MADE WITH EARTH OR FILL SAND, FREE OF DEBRIS, AND SHALL BE TAMPED U1ILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE UTILITY COMPANY'S SPECIFICATIONS. SHOULD THESE �rw��neet^s BY HAND OR MECHANICAL MEANS TO THE DENSITY OF THE ADJACENT UNDISTURBED EARTH OR TO 95% DRAWINGS AND SPECIFICATIONS DIFFER WITH OTHER UTILITY COMPANY'S SPECIFICATIONS, THE STRICTER OF THE�Gonsulttn9 TELEPHONE LINE TWO SHALL APPLY. BE DONE IN STRICT ACCORDANCE WITH CURRENT OSHA REQUIREMENTS AND ALL OTHER APPLICABLE SAFETY _ 1- 1391 SEAMIST LANE <77845> I 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS o AND INSPEC11ON APPROVALS FOR ALL WORK SHOWN. FF=3 $.70' W , i APPROXIMATE LOCATION EXTEND UNDER PAVEMENT, THE BURY OR COVER SHALL BE MEASURED FROM THE BOTTOM OF THE STRUCTURE. 3. THE CONTRACTOR SHALL COORDINATE ALL INSTALLATIONS OF SERVICES LINES, CONDUIT, METERS, ETC... WITH EMAIL: civil@rmengineer.com _( THE APPROPRIATE UTILITY COMPANY. I OF UNDERGROUND CABLE I I REQUIREMENTS. IN STRUCTURAL AREAS (UNDER FOUNDATIONS, PAVEMENTS, WALKS, ETC...) THE U11LI11ES Q FAX - (979) 690=0329 I ( AND TELEPHONE LINES SEE PRIVATE UTILITY NOTE CONSTRUCTION DRAWINGS CONTAINED IN THIS PLAN SET. W #5 4. REGARDLESS OF ELEVATIONS SHOWN FOR MANHOLE RIMS, CLEAN-OUT COVERS, OR GRATES SHALL BE 0 PLACED FLUSH WITH THE PROPOSED PAVEMENT ELEVATION AND SLOPE. MANHOLES NOT IN PAVEMENT AREAS 5. CONTRACTOR SHALL INSTALL UNDERGROUND TELEPHONE AND CABLE LINES PER THE U1ILITY PROVIDER'S KERR SURVEYING, LLC SHALL BE SET 3" ABOVE THE FINISHED GRADE. DIRECTION AND SPECIFICATIONS. THE LAYOUT/ORIENTATION OF THE PROPOSED CABLE/TELEPHONE LINES ARE 294 L.F. (TOTAL) OF 1" PVCI PVC SERVICE COLLEGE STATION, TX 77841 I I 1 OFF: {979) 268-3195 SCH 40 WATER SERVICE ( ) 6. FOR CLARITY AND SIMPLICITY, ONLY ONE WATER LINE IS SHOWN AS THE SERVICE FOR MULTIPLE BUILDINGS. FL=323.91' L CONFLICT. 1 1 FAX: (979) 691-8904 (24" MIN. COVER) 6. THE CONTRACTOR SHALL COORDINATE ALL UTILITY INSTALLATION SO THAT GRADE CRITICAL ELEMENTS (I.E. CROSSING OF ANY WATER SERVICE LINES WITH OTHER WATER SERVICE LINES! I I I SEE PRIVATE UTILITY NOTE #6 ¢ 7. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT, AND LABOR FOR EXCAVATION, I C: INSTALLATION, BACKFILLING OF UTILITY LINES AND RELATED APPURTENANCES AS SHOWN ON THE PLANS. I 15 P.U.E. w 6" PVC SERVI FL=323.62' E I I J U LINE SHALL BE CONSTRUCTED OF SDR -21, D2241 (CLASS 200) MATERIAL. ( I I 031 JZ -2w 2. THIS PROJECT SHALL BE BUILT BY MEANS OF OPEN CUT EXCEPT AS NOTED ON THE DRAWINGS. PROPOSED 8" ...,/ FF=3 8.70 ( I 1 I m m AREAS FOR MATERIALS AND EQUIPMENT. WATER LINE CONTRACTOR TO DETERMINE THE LOCATIONS OF BORE PITS IN FIELD SUBJECT TO THE INSPECTOR'S I o Q N APPROVAL. I SEE SHEET C2.1 ^ m 114 L.F. 0 6" PVC (SDR -26, (n O = Q '� SYSTEMS. CL160) SEWER SERVICE 0EXISTING PRIVACY o w WOOD FENCE Q Q 0,_-5 SANITARY SEWER NOTES (PUBLIC &PRIVATE): I 1.00% SLOE (24" MIN COVER) o � -' w o z 274 L.F. (TOTAL) OF 1" PVC 3 '- FF=3 8.70' -� 3�: I (SCH 40) WATER SERVICE N 1. WHEN MAKING A CONNECTION TO AN EXISTING SANITARY SEWER MANHOLE, CONTRACTOR SHALL PLUG o (24" MIN. COVER) 11. THE 2007 B/CS UNIFIED TECHNICAL SPECIFICATIONS AND STANDARD DETAILS FOR WATER & SEWER 0 ( I i l 0 I SEE PRIVATE UTILITY NOTE #6 ACCEPTANCE BY THE CITY. 6" PVC SERVICE NOTIFY THE ENGINEER SHOULD ANY CONFLICTS OR DISCREPANCIES OCCUR WITH THE CONSTRUCTION PLANS AND SPECIFICATIONS. 1 ��� LESS THAN 9' (NINE FEET) MIN. CLEARANCE. ADDITIONAL CLEARANCE CRITERIA PER THE TCEQ IN 317.13 FL=323.33' APPENDIX "E" WHERE IT IS NOT POSSIBLE TO ACHIEVE THE NINE FOOT SEPARATION DISTANCE SHALL BE PROPOSED _I 6" PVC SERVI E I PVT. SANITARY SEWER MANHOLE FIRE HYDRANT I 3 FL=323.04 I w (PER" B/CS STANDARDS) SEE SHEET C2.1 FF=3 8.70' I I I FL 6 (I)=322.58 15 P.U.E. O I I FL 6" (1)=322.68' I n W FL 6" (0)=322.58' - 6" CLEAN-OUT w I 3"W 3"W 3"w (TYPICAL)011 I I I I � � FH - 1 - PROPOSED .3' WATER CN ELECTRIC NOTE fil LINE SEE SHEET C2.1 = I PAD MOUNT TRANSFORMER (BY s"ss I CoCS) w/2" GREY SERVICE 6" PVC SERV CE = ( I CONDUITS,w/PULL STRINGS TO FL=322.87' W I EACH ELECTRIC METER FOR c I Nt SECONDARY SERVICE (WIRE BY O I i 1 CoCS, -81 L.F. CONDUIT TOTAL). 138 L.F. OF 6" PVC (SDR -26, FF=3 8.80 I ( M MAINTAIN 36" (MIN) COVER CL160)SEWER SERVICE @ I :- (TYPICAL) 1.00% SLOPE (24" MIN COVER) 71 L.F. OF 6" PVC (SDR -f6, CL160) SEWER SERVICE N 1.007. SLOPE (24" MIN COVER) w FF=3 8.80' I In 1 10' P.U.E. 225 L.F. (TOTAL) OF 1" PVC (SCH 40) WATER SERVICE N 6" PVC SER ICE m (24» MIN. COVER) ^ FL=323.16' ( I 1 SEE PRIVATE UTILITY NOTE #6 4 FF= 3 8.80 I o I m 1 6" CLEAN-OUT Q 1 (TYPICAL) d I 356 L.F. (TOTAL) OF 1" PVC =_ s" PVC SER CE I m t (SCH 40) WATER SERVICE FL=323'45 225 L.F. OF 4-3" PVC CONDUIT (24" MIN. COVER) SIDEWALK I 1 (GREY) w/PULL STRING FOR SEE PRIVATE UTILITY NOTE #6 4 CABLE & PHONE SERVICE i 1 (PLACED IN SAME DITCH w/24" MIN. COVER) - AS DIRECTED BY II I UTILITY COMPANY I I 1 C Ii � I I I N840 L.F. (TOTAL) OF 2-4" I 1 ELECTRIC PULL -BOX PVC CONDUIT (GREY) w/PULL - - - (BY COCS) STRING FOR PRIMARY ELECTRIC SERVICE, AS DIRECTED BY CoCS - --- MAINTAIN 48" (MIN) COVER 20' P.U.E. !�! -UE- UE- -UE- 1., UE- - -UE- - - -UE- - '- - -' 1., -- S 40' 52' 25„ W - 213.07 NOW OR FORMERLY COMMONWEALTH AUSTIN CH, L.P. LOT 4A, BLOCK 1 MELROSE SUBDIVISION (VOLUME 6702, PAGE 38) .... i-,_ 3/8" I.R.F. REFER TO SHEET C3.3 FOR UTILITY DETAILS GENERAL UTILITY NOTES (PRIVATE & PUBLIC)_ PRIVATE UTILITY NOTES; UH 1. ALL EXCAVATION FOR UNDERGROUND UTILITIES SHALL BE MADE TRUE TO GRADE. EXCAVATION SHALL BE 1. THE CONTRACTOR SHALL INSTALL THE PROPOSED PRIVATE UTILITY LINES IN ACCORDANCE WITH LOCAL CODES, MADE A MINIMUM OF SIX INCHES BELOW THE REQUIRED GRADE AND PROVIDE A SAND BED FOR THE PIPING. LATEST NATIONAL PLUMBING CODE AND ALL APPLICABLE STATE AND LOCAL LAWS. OTHER PRIVATE OR PUBLIC s' BACKFILL OVER PIPING SHALL BE MADE WITH EARTH OR FILL SAND, FREE OF DEBRIS, AND SHALL BE TAMPED U1ILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE UTILITY COMPANY'S SPECIFICATIONS. SHOULD THESE �rw��neet^s BY HAND OR MECHANICAL MEANS TO THE DENSITY OF THE ADJACENT UNDISTURBED EARTH OR TO 95% DRAWINGS AND SPECIFICATIONS DIFFER WITH OTHER UTILITY COMPANY'S SPECIFICATIONS, THE STRICTER OF THE�Gonsulttn9 STANDARD PROCTOR DENSITY (ASTM D698), WHICHEVER IS GREATER. ALL TRENCHING AND EXCAVATION SHALL TWO SHALL APPLY. BE DONE IN STRICT ACCORDANCE WITH CURRENT OSHA REQUIREMENTS AND ALL OTHER APPLICABLE SAFETY _ 1- 1391 SEAMIST LANE <77845> CODES AND STANDARDS. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS o AND INSPEC11ON APPROVALS FOR ALL WORK SHOWN. POST OFFICE BOX 9253 2. MINIMUM BURY OR COVER SPECIFIED IS TO BE MEASURED FROM FINISHED GRADES. WHERE UTILITY LINES OWW�- COLLEGE STATION, TEXAS 77842 EXTEND UNDER PAVEMENT, THE BURY OR COVER SHALL BE MEASURED FROM THE BOTTOM OF THE STRUCTURE. 3. THE CONTRACTOR SHALL COORDINATE ALL INSTALLATIONS OF SERVICES LINES, CONDUIT, METERS, ETC... WITH EMAIL: civil@rmengineer.com _( THE APPROPRIATE UTILITY COMPANY. 3. UTILITY INSTALLATIONS IN NON-STRUCTURAL AREAS SHALL BE BACKFILLED WITH TYPE "D" BEDDING OFFICE - (979) 690-0329 REQUIREMENTS. IN STRUCTURAL AREAS (UNDER FOUNDATIONS, PAVEMENTS, WALKS, ETC...) THE U11LI11ES 4. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED FOR PUBLIC AND PRIVATE UTILITIES AND FAX - (979) 690=0329 SHALL BE BACKFILLED WITH CEMENT STABILIZED SAND. IRRIGATION AS DIRECTED BY THE DEVELOPER. NO SLEEVING IS ILLUSTRATED ON THIS PLAN AND OTHER CONSTRUCTION DRAWINGS CONTAINED IN THIS PLAN SET. �- Q SURVEYOR 4. REGARDLESS OF ELEVATIONS SHOWN FOR MANHOLE RIMS, CLEAN-OUT COVERS, OR GRATES SHALL BE 0 PLACED FLUSH WITH THE PROPOSED PAVEMENT ELEVATION AND SLOPE. MANHOLES NOT IN PAVEMENT AREAS 5. CONTRACTOR SHALL INSTALL UNDERGROUND TELEPHONE AND CABLE LINES PER THE U1ILITY PROVIDER'S KERR SURVEYING, LLC SHALL BE SET 3" ABOVE THE FINISHED GRADE. DIRECTION AND SPECIFICATIONS. THE LAYOUT/ORIENTATION OF THE PROPOSED CABLE/TELEPHONE LINES ARE 505 CHURCH STREET FOR ILLUSTRATION ONLY. COLLEGE STATION, TX 77841 5. CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT ALL "POINTS OF CROSSING" TO DETERMINE 1F OFF: {979) 268-3195 CONFLICTS EXIST BEFORE COMMENCING ANY CONSTRUCTION. NOTIFY THE ENGINEER AT ONCE OF ANY 6. FOR CLARITY AND SIMPLICITY, ONLY ONE WATER LINE IS SHOWN AS THE SERVICE FOR MULTIPLE BUILDINGS. CONFLICT. HOWEVER, INDIVIDUAL LINES ARE TO BE INSTALLED FROM THE WATER METER TO ITS RESPECTIVE BUILDING. THE FAX: (979) 691-8904 ORGANIZATION AND ORIENTATION OF THESE INDIVIDUAL SERVICE LINES SHALL BE THAT WHICH WILL PREVENT THE 6. THE CONTRACTOR SHALL COORDINATE ALL UTILITY INSTALLATION SO THAT GRADE CRITICAL ELEMENTS (I.E. CROSSING OF ANY WATER SERVICE LINES WITH OTHER WATER SERVICE LINES! STORM DRAIN, SANITARY SEWER, ETC...) DO NOT CONFLICT WITH NON -GRADE CRITICAL ELEMENTS (I.E. ELECTRICAL CONDUIT. WATER SERVICES, ETC...). WATER LINE NOTES (PUBLIC__& PRIVATE) 7. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT, AND LABOR FOR EXCAVATION, INSTALLATION, BACKFILLING OF UTILITY LINES AND RELATED APPURTENANCES AS SHOWN ON THE PLANS. 1. ALL DOMESTIC WATER LINE PIPE SHALL BE CONSTRUCTED OUT OF PVC (SCH 40). PUBLIC OR FIRE WATER LINE PIPE SHALL BE CONSTRUCTED OUT OF C909 (CLASS 200) MATERIAL. THE 3" PUBLIC WATER 8. THE LOADING AND UNLOADING OF ALL PIPE AND OTHER ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LINE SHALL BE CONSTRUCTED OF SDR -21, D2241 (CLASS 200) MATERIAL. MANUFACTURER'S RECOMMENDED PRACTICES AND SHALL, AT ALL TIMES, BE PERFORMED WITH CARE TO AVOID ANY DAMAGE TO THE MATERIAL. THE CONTRACTOR SHALL LOCATE AND PROVIDE THE NECESSARY STORAGE 2. THIS PROJECT SHALL BE BUILT BY MEANS OF OPEN CUT EXCEPT AS NOTED ON THE DRAWINGS. AREAS FOR MATERIALS AND EQUIPMENT. CONTRACTOR TO DETERMINE THE LOCATIONS OF BORE PITS IN FIELD SUBJECT TO THE INSPECTOR'S 9. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED FOR ON-SITE UTILITIES AND IRRIGATION APPROVAL. SYSTEMS. SANITARY SEWER NOTES (PUBLIC &PRIVATE): 10. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL CONNECTIONS TO PUBLIC SYSTEMS AND PARK INSTALLATIONS WITH REGULATORY INSPECTOR. 1. WHEN MAKING A CONNECTION TO AN EXISTING SANITARY SEWER MANHOLE, CONTRACTOR SHALL PLUG DATE DESCRIPTION 11. THE 2007 B/CS UNIFIED TECHNICAL SPECIFICATIONS AND STANDARD DETAILS FOR WATER & SEWER DOWNSTREAM END OF PROPOSED SANITARY SEWER. THE SEWER SHALL REMAIN PLUGGED UN11L FINAL CONSTRUCTION SHALL GOVERN ON THIS PROJECT FOR ALL PUBLIC U1ILITY IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ALL TESTS CONTAINED THEREIN. THE CONTRACTOR SHALL ACCEPTANCE BY THE CITY. 9®/® COMPLETE NOTIFY THE ENGINEER SHOULD ANY CONFLICTS OR DISCREPANCIES OCCUR WITH THE CONSTRUCTION PLANS AND SPECIFICATIONS. 2. WATER & SANITARY SEWER THAT ARE PARALLEL MUST BE INSTALLED IN SEPARATE TRENCHES WITH NO®� ��� LESS THAN 9' (NINE FEET) MIN. CLEARANCE. ADDITIONAL CLEARANCE CRITERIA PER THE TCEQ IN 317.13 APPENDIX "E" WHERE IT IS NOT POSSIBLE TO ACHIEVE THE NINE FOOT SEPARATION DISTANCE SHALL BE SYMBOL &LINE LEGEND PROJECT BENCHMARK: A MINIMUM OF TWO FEET BETWEEN OUTSIDE DIAMETERS, THE HORIZONTAL SEPARATION DISTANCE SHALL ® 19 BE A MINIMUM OF FOUR FEET BETWEEN OUTSIDE DIAMETERS, THE SEWER AND WATER LINES SHALL BE �iEVS ONLY IN 0 POWER POLE INSTALLED IN SEPARATE TRENCHES AND THE SEWER SHALL BE LOCATED BELOW THE WATERLINE. 0 LIGHT POLE BOX CUTIN BACK OF CURB ON THE ®�'� �'�� SOUTHEASTERLY SIDE OF LUTHER STREET 3. UNLESS MANHOLES CAN BE MADE WATERTIGHT AND TESTED FOR NO LEAKAGE, THEY MUST BE GUY WIRE ANCHOR WEST, NEAR THE NORTH CORNER OF THE INSTALLED SO AS TO PROVIDE A MINIMUM OF NINE FEET OF HORIZONTAL CLEARANCE FROM AN EXISTING ® GAS PIPELINE RISER OR PROPOSED WATERLINE. IF THE NINE FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE Mwv WATER VALVE SUBJECT TRACT. WATERLINE MUST BE ENCASED IN A JOINT OF 150 PSI PRESSURE CLASS PIPE AT LEAST 18 FEET LONG ®wm WATER METERAND TWO NOMINAL SIZES LARGER THAN THE WATERLINE. THE SPACE AROUND THE CARRIER PIPE SHALL ELEV. = 328.67' (NAVD 88) BE SUPPORTED AT 5 FOOT INTERVALS WITH SPACERS OR BE FILLED TO THE SPRINGLINE WITH WASHED ®EM ELECTRICAL TRANSFORMER SAND. THE ENCASEMENT PIPE SHALL BE CENTERED ON THE CROSSING AND BOTH ENDS SEALED WITH ®GM GAS METER CEMENT GROUT OR MANUFACTURED SEAL. PRELIMINARY OMH MANHOLE MHCLEANOUT 4. CENTER JOINT OF SANITARY SEWER AT WATERLINE CROSSINGS. PROVIDE CEMENT SAND BACKFILL FOR THIS JOINT. USE PRESSURE PIPE IF VERTICAL SEPARATION IS LESS THAN NINE FEET. THIS DOCUMENT IS RELEASED 4FH FIRE HYDRANT FOR THE PURPOSE OF INTERIM NTP TELEPHONE PEDESTAL 5. IF CLEARANCE IS BETWEEN 6 INCHES TO TWO FEET, ONE 20 FOOT JOINT OF C-900 PVC, 150 PSI REVIEW UNDER THE AUTHORITY EN At AREA INLET WATERLINE SHALL BE CENTERED AT SANITARY CROSSING. OF RABON A. METCALF, P.E. gJ8 JUNCTION BOX 6. NO CAST -IN-PLACE MANHOLES SHALL BE USED. NO. 88583, ON FEBRUARY 11, - - - BUILDING SETBACK LINE 2008. IT IS NOT TO BE USED 7. ALL SANITARY SEWER PIPE 6" TO 15" SHALL BE SDR 26 PVC SEWER PIPE MEETING ASTM FOR CONSTRUCTION, BIDDING ------- PROPERTY LINE -------- EASEMENT LINE SPECIFICATION D-3034 HAVING A MINIMUM PIPE STIFFNESS OF 115, UNLESS OTHERWISE NOTED. OR PERMIT PURPOSES. 8. ANY AND ALL D.I.P. TO BE USED WILL HAVE BOTH EXTERNAL AND INTERNAL PROTECTION. EXTERNAL POLYETHYLENE TUBING OR DOUBLE WRAP WILL BE 8 MILS THICK PER LAYER AND TIED TO PIPE AT 3' MAXIMUM INTERVAL (IF LAID), OR BANDED TO PIPE AT 1' MAXIMUM INTERVALS (w/SCREW-TIGHTENED STEEL BANDS) (IF JACKED). INTERNAL POLYETHYLENE (OR POLYURETHANE) LINER (OR COATINGS) WILL BE 40 MILS THICK. 9. CONTRACTOR SHALL INSTALL DRIP PAN ON EACH -SA NTARY SEWER MANHOLE LOCATED IN PAVEMENT. 10. SANITARY SEWER CLEANOUTS FOR SEWER SERVICE LINES SHOWN ARE APPROXIMATE LOCATIONS ONLY. THE CONTRACTOR SHALL INSTALL THEM IN ACCORDANCE WITH THE INTENT OF THESE PLANS AND THEY SHALL NOT BE SPACED GREATER THAN ONE -HUNDRED FEET (100') APART. 11. FLOW LINES GIVEN FOR THE 4" SANITARY SEWER. SERVICES ARE THE DEEPEST ALLOWABLE DEPTH AT '~^ THE OUTSIDE EDGE OF THE PROPOSED BUILDINGS. DEPTHS ANY GREATER THAN SHOWN WILL NOT V J PROVIDE SUFFICIENT SLOPE TO PROPERLY SERVICE THE PROPOSED BUILDINGS. Z W X ¢ 8" PVC WATER LINE SEE SHEET C2.1_ 00 7 - 3/4" DOMESTIC WATER METERS {METERS BY CoCS) I I w/1" SERVICE SADDLES 8 - 3/4" DOMESTIC WATER 15' P.U.E. METERS (METER BY CoCS) w/1" SERVICE SADDLES Of 3"W -- 311W 3" W 3" W 3 '1 15' P.U.E. 0 1" PVC (SCH 40) SERVICE LINES (SEE PRIVATE UTILITY NOTE #6) I3" PVC WATER LINE 1 SEE SHEET C2.1 PROPOSED 6" PRIVATE SANITARY SEWER LINE 6 -,-'SS 1" PVC (SCH 40) SERVICE LINES (SEE PRIVATE UTILITY NOTE #6) INSET "A" - WATER METER BANK DETAIL 1" = 5' CLIENT INFORMATION FI MANAGEMENT c/o ALI JAFFAR 5727 RICHMOND AVE., APT. 202 DALLAS, TX. 75206 OFF: (979) 314-1333 FAX: (979) 216-1586 FILENAME: 0325UPIA I SCALE: 1"=20' SUBMITTED DATE: FEBRUARY 11, 2008 DRAWN BY: A.J.B. C'HEC'KED BY: R.A.M. FIELD BOOK: 9 PAGES: 38-43 RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 220 - 0325 Cl ■ SHEET 4 OF 11 UH :D Z i" -j w Booz o �w0 Ld Q .,.., O _ 1- H _j 0<d o Z m W OWW�- o F_ _ _( xo< >I QJJ w `- W oD �- Q 1.._ 0 CLIENT INFORMATION FI MANAGEMENT c/o ALI JAFFAR 5727 RICHMOND AVE., APT. 202 DALLAS, TX. 75206 OFF: (979) 314-1333 FAX: (979) 216-1586 FILENAME: 0325UPIA I SCALE: 1"=20' SUBMITTED DATE: FEBRUARY 11, 2008 DRAWN BY: A.J.B. C'HEC'KED BY: R.A.M. FIELD BOOK: 9 PAGES: 38-43 RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 220 - 0325 Cl ■ SHEET 4 OF 11