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14-PW-08-M-01 Maske Rd Waterline PlansAIL ON TiK "INN& uc w L i - - 1011%4 1 MASK—E R0A1...1 AN" -JF"M 15 1 C 0 ty f Nullurtz Mayor Michael Carpenter C 9 ItN Manaaer 1,b John Kessel 11 M! ublic Works irector Sam W .. .MARK B. HILL ....................... 94904, s$ICENs� ". x CL r4 0 v; �er 0 ev 4 .-a a N r-# w s U 4 GENERAL NOTES 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNITY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS PROJECT, EXCEPTING FROM LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 2. CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL RESPECTIVE GOVERNMENTAL OR UTILITY AGENCIES AFFECTED BY CONSTRUCTION 72 HOURS PRIOR TO STARTING CONSTRUCTION. 3. CONTRACTOR IS REQUIRED TO VERIFY PROJECT ELEVATIONS. "MATCH EXISTING" SHALL BE UNDERSTOOD TO SIGNIFY VERTICAL AND HORIZONTAL ALIGNMENT. 4. ANY DISCREPANCY OR CONFLICT WITHIN THE DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. DISCREPANCIES OR CONFLICTS NOT BROUGHT TO THE ENGINEERS ATTENTION AND CLARIFIED DURING BIDDING OF THE PROJECT WILL BE DEEMED TO HAVE BEEN BID OR PROPOSED IN THE MORE COSTLY MANNER, AND THE BETTER QUALITY OR GREATER QUANTITY OF THE WORK SHALL BE PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH ENGINEERS INTERPRETATION. ALL ITEMS, WORK, AND IMPROVEMENTS SHOWN OR INDICATED IN THE CONSTRUCTION DOCUMENTS SHALL BE COMPLETED FOR THE PRICES BID, WHETHER OR NOT A SEPARATE PAY ITEM IS INCLUDED IN THE CONTRACT. 5. THE CONTRACTOR SHALL MAINTAIN "AS- BUILT" DRAWINGS THROUGH THE COURSE OF CONSTRUCTION AND SHALL SUBMIT SAME TO THE ENGINEER FOR APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE WORK BY OWNER. 6. THE CONTRACTOR WILL SELECT, EMPLOY, AND PAY FOR SERVICES OF AN INDEPENDENT TESTING LABORATORY TO PERFORM INSPECTION AND TESTING IDENTIFIED IN PART 3 OF INDIVIDUAL SPECIFICATION SECTIONS. CONTRACTOR SHALL EMPLOY AND PAY FOR SERVICES OF AN INDEPENDENT TESTING LABORATORY OR LABORATORIES TO PERFORM TESTING IDENTIFIED IN PART 2 OF INDIVIDUAL SPECIFICATION SECTIONS. EMPLOYMENT OF A TESTING LABORATORY BY THE CONTRACTOR SHALL NOT RELIEVE CONTRACTOR OF ITS OBLIGATION TO PERFORM WORK IN ACCORDANCE WITH REQUIREMENTS OF CONTRACT DOCUMENTS. COPIES OF REPORTS TO BE SUBMITTED TO THE CITY FOR REVIEW. 7. THE CONTRACTOR SHALL FURNISH ALL ASSISTANCE REQUIRED OF HIM BY ALL INSPECTORS IN OBTAINING SAMPLES AT THE EXPENSE OF THE CONTRACTOR. 8, IF IN THE OPINION OF THE INSPECTOR, BASED ON TESTING SERVICE REPORTS AND INSPECTION, MATERIALS OR COMPACTION ARE BELOW THE SPECIFIED REQUIREMENTS THE CONTRACTOR SHALL CORRECT THE DEFICIENCY AND RE -TEST TO OBTAIN THE SPECIFIED PARAMETERS AT NO ADDITIONAL EXPENSE. 9. ALL PAVEMENTS, DRIVEWAYS, SIDEWALKS, CURBING, GUTTERS, FENCES, POLES, MAILBOXES, SIGNS, TREES, SHRUBBERY, LAWNS, SOD OR OTHER PROPERTY AND SURFACE STRUCTURES ON OR ADJACENT TO THE PROJECT SITE NOT SHOWN TO BE REMOVED IN PLANS, THAT ARE DAMAGED, DISTURBED, REMOVED OR DESTROYED BY THE CONTRACTOR DURING THE WORT{ SHALL BE REPLACED OR RETURNED TO A CONDITION EQUAL TO THAT BEFORE THE WORK BEGAN. CONTRACTOR TO SUPPORT AND KEEP INTACT STORM DRAINS AND INLET STRUCTURES. ANY DAMAGES INCURRED WILL BE AT CONTRACTOR'S EXPENSE. UTILITIES 10. DUE TO FEDERAL REGULATIONS TITLE 49, PART 192.181, C.P.S. MUST MAINTAIN ACCESS TO GAS VALVES AT ALL TIMES. THE CONTRACTOR MUST PROTECT AND WORK AROUND ANY GAS VALVES THAT ARE IN THE PROJECT AREA. 11. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES INDICATED IN THESE PLANS ARE TAKEN FROM THE BEST RECORDS AVAILABLE AND ARE NOT GUARANTEED, BUT SHALL BE INVESTIGATED AND VERIFIED BY THE CONTRACTOR BEFORE STARTING WORK. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE TO, AND FOR MAINTENANCE AND PROTECTION OF THE EXISTING UTILITIES EVEN IF THEY ARE NOT SHOWN ON THE PLANS. CONTRACTOR SHALL CONTACT ANY UTILITIES ENCOUNTERED FORTY -EIGHT HOURS (48) HOURS PRIOR TO EXCAVATION OPERATION. 12. THE FOLLOWING IS A LIST OF TELEPHONE NUMBERS OF THE UTILITY LOCATORS FOR THE VARIOUS UTILITIES THAT MAY BE ENCOUNTERED: TEXAS ONE CALL ................... ............................... 1- 800 - 245 -4545 C. C. M. A . ...................................................... ............ (210)- 658 -6241 CITY PUBLIC SERVICE ............ ............................... 1- 800 - 545-6005 CENTERPIONT ENERGY ENTER ........................... (210) - 659-6788 G. V. E. C ..................................... ............................... (210)- 672 -2871 EL PASO PIPELINE CO ............ ............................... 1- 800 - 852 -3602 TIME WARNER CABLE. _ ....... .......... ................. (210)-352-4472 AT&T.. _­­* .............................. ............................... 1 -800- 828-5127 EL PASO FIELD SERVICE ........ ............................... 1- 800 -644 -4773 CITY OF SCHERTZ PUBLIC WORKS DEPT............ (210) -619 -1800 13. NO VALVES IN THE OWNER'S WATER DISTRIBUTION SYSTEM SHALL BE OPERATED BY THE CONTRACTOR WITHOUT PRIOR PERMISSION OF THE OWNER. THE CONTRACTOR SHALL NOTIFY THE OWNER WHEN A VALVE IS TO BE OPERATED AND SHALL ONLY OPERATE THE VALVE IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE. COORDINATE ALL SHUTDOWN OF MAINS FOR TIE -INS WITH OWNER 72 HOURS PRIOR TO WORK BEING COMPLETED, THE CONTRACTOR SHALL INSPECT THE MATERIALS FOR DEFECTS AT THE TIME THEY ARE UNLOADED, AND ANY MATERIALS FOUND DEFECTIVE SHALL BE REMOVED FROM THE SITE. ALL WATER WORKS MATERIAL OR SCRAP OF WHATEVER NATURE REMOVED BY THE CONTRACTOR IN THE COURSE OF THE WORK SHALL REMAIN THE PROPERTY OF THE OWNER. SALVAGED MATERIALS SHALL BE DELIVERED TO AND UNLOADED AT THE CITY PUBLIC WORKS DEPARTMENT BY THE CONTRACTOR UNDER OBSERVATION OF AND AT THE DIRECTION OF THE OWNER. ITEMS TOO HEAVY TO BE HANDLED MANUALLY WILL BE UNLOADED BY EQUIPMENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS UNTIL THEY HAVE BEEN TURNED IN TO THE OWNER AND UNTIL A RECEIPT FOR THEM HAS BEEN ISSUED BY THE OWNER. 14. CONTRACTOR TO PERFORM DISINFECTION OF NEW MAIN AND ORDER BACTERIOLOGICAL TEST, 15. CONTRACTOR WILL PERFORM HYDROSTATIC TESTING OF NEW WATER MAINS AT A MAXIMUM 200 PSI TEST PRESSURE. 16. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT NO OVERFLOWS OR SPILLAGE OF SEWER OCCURS. SHOULD THIS OCCUR, THE CONTRACTOR SHALL: A. IDENTIFY THE SOURCE OF THE SPILL AND ATTEMPT TO ELIMINATE ANY ADDITIONAL SPILLAGE. NOTIFY CONSTRUCTION INSPECTION. B. CONTAIN THE SPILL IN PLACE AND AVOID CONTAMINATION OF STREAMS. C. DISINFECT THE AREA OF THE SPILL WITH A MIXTURE OF HTH CHLORINE AND WATER. NO SEPARATE MEASUREMENT OR PAYMENT SHALL BE MADE FOR THIS WORK. ALL WORK SHALL BE DONE ACCORDING TO GUIDELINES SET BY THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY AND THE CITY OF SCHERTZ. 17. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT EXISTING SANITARY SEWER LATERALS SHOWN IN PLANS. ANY REPAIRS TO BE MADE AT CONTRACTORS EXPENSE. 18. CITY WILL PROVIDE NOTICE TO RESIDENTS OF SHUTDOWN OF MAIN. CONTRACTOR TO NOTIFY RESIDENTS OF WORK WITHIN THEIR PROPERTY AND OF THE RELOCATION OF METERS. ANY COMPLAINTS BY RESIDENTS ARE TO BE PASSED IMMEDIATELY TO CITY INSPECTOR OR TO MAIN PUBLIC WORKS OFFICE. 19. ABANDONED CUSTOMER LINE SHALL BE CAPPED OR PLUGGED AT THE REAR OF THE PROPERTY. 20. ASBESTOS PIPE REMOVAL AND DISPOSAL IS THE CONTRACTORS RESPONSIBILITY. TREES & VEGETATION 21. THE CONTRACTOR SHALL VERIFY WHICH TREES ARE TO BE SAVED AND PROTECTED PRIOR TO COMMENCING CONSTRUCTION. DURABLE FENCE PROTECTION BARRIERS SHALL BE INSTALLED AROUND ALL TREES TO BE SAVED WITH FENCE PLACEMENT A MINIMUM OF 10 FEET FROM TREE TRUNKS. 22. THE CONTRACTOR SHALL NOT DISTURB AREAS AROUND EXISTING TREES TO BE SAVED. 23. THE CONTRACTOR SHALL PROTECT EXISTING GRASS, LANDSCAPING AND TREES NOT IN DIRECT CONFLICT WITH PROPOSED IMPROVEMENTS DURING CONSTRUCTION. GRASSED AREAS DAMAGED DURING CONSTRUCTION SHALL BE RESTORED BY THE CONTRACTOR WITH TOPSOIL AND SODDED (NO SEPARATE PAYMENT). 24. THE CONTRACTOR SHALL REMOVE ALL VEGETATION, TREES, STUMPS, GRASSES, ORGANIC SOIL, DEBRIS, AND DELETERIOUS MATERIALS IN CONFLICT WITH IMPROVEMENTS. 25. AFTER THE CONTRACTOR HAS REMOVED MATERIALS AS DESCRIBED ABOVE, HE SHALL STRIP SUITABLE TOPSOIL AND STOCKPILE FOR LANDSCAPING USE. 26. THE CONTRACTOR SHALL EXERCISE EXTRA CARE TO AVOID DAMAGE TO TREES AND ORNAMENTAL SHRUBS PLANTED AND MAINTAINED BY PROPERTY OWNERS IN THE TERRACES FRONTING THEIR PROPERTY. 27. CONTRACTOR SHALL COMPENSATE OWNER FOR DAMAGE TO TREES NOT SHOWN TO BE REMOVED IN PLANS. 28. OAK TREES DAMAGED DURING CONSTRUCTION SHALL BE SEALED WITHIN SIX HOURS OF DAMAGE TO PREVENT INFECTION BY OAK WILT. ITEM NO. NPDES EXISTING 29. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PREPARATION AND IMPLEMENTATION OF THE STORMWATER POLLUTION PREVENTION PLAN, 1410 INCLUDING COMPLYING WITH ALL APPLICABLE REGULATIONS RELATED TO NPDES & TPDES, AND SUBMITTING REQUIRED NOTIFICATION-OF INTENT Is AND TERMINATION. THIS IS TO BE PAID FOR UNDER "STORM WATER POLLUTION PREVENTION PLAN" ITEM. = EXISTING WATER VALVE 30. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SITE CONDITIONS DURING CONSTRUCTION AND UNTIL THE PROJECT IS ACCEPTED. THE I CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE STORMWATER POLLUTION PREVENTION PLAN, UNDERSTAND THE REQUIREMENTS FOR F THE PLAN, AND SHALL BE RESPONSIBLE FOR IMPLEMENTING THE PLAN. THIS IS TO BE INCLUDED UNDER SECTION 01410 "STORM WATER POLLUTION Zo o PREVENTION PLAN ". ALL FINES IMPOSED FOR NOT IMPLEMENTING; OR MAINTAINING SWPPP MEASURES SHALL BE THE RESPONSIBILITY OF THE �+ U CONTRACTOR. If LIT - M w TRAFFIC F1 = TELEPHONE BOX 2511 a i o `; = EXISTING POWER POLE 31. THE CONTRACTOR SHALL PROVIDE ACCESS FOR RESIDENCES AND BUSINESSES. 3: r a = EXISTING POWER POLE DOWN GUY ANCHOR 32. THE CONTRACTOR SHALL PROVIDE ACCESS FOR THE DELIVERY OF MAIL BY THE U.S. POSTAL SERVICE. 0 0 © = EXISTING UNDERGROUND ELECTRIC 33. THE CONTRACTOR WILL BE REQUIRED TO FURNISH BARRICADES, WARNING SIGNS, LIGHTS, FLARES, FLAGS, FLAGMEN, ETC. WHERE NECESSARY 02 o = EXISTING GAS LINE (SIZE SHOWN) AND AS DIRECTED BY THE ENGINEER, PARTICULARLY IN THOSE AREAS OF IMMEDIATE WORK. 'o 0 = EXISTING GAS METER 34. BATTERY FLASHERS SHALL BE USED AND NUMBER SHALL BE EQUAL OR GREATER THAN INDICATED ON BARRICADING STANDARDS. WHEN A CLASS I M w o = EXISTING SANITARY SEWER LINE BARRICADE PANEL OR CLASS 11 BARRICADE IS USED, EACH SHOULD BE EQUIPPED WITH A MINIMUM OF TWO (2) LIGHTS. ALL WARNING SIGNS NOT moo = EXISTING SANITARY SEWER MANHOLE MOUNTED ON BARRICADES SHALL HAVE ONE (1) LIGHT. e w = EXISTING SIGN 35. BATTERY FLASHERS SHALL CONFORM TO PART V, SECTION D, LIGHTING DEVICES, TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR _ O = EXISTING WOOD FENCE STREETS AND HIGHWAYS. w R W = EXISTING BARBED WIRE FENCE 36. CONTRACTOR RESPONSIBLE FOR SUBMITTING A TRAFFIC CONTROL PLAN, PREPARED BY A REGISTERED PROFESSIONAL ENGINEER, TO THE CITY � " ¢ = EXISTING CHAIN LINK FENCE FOR APPROVAL 5 WORKING DAYS PRIOR TO COMMENCING WORK. PLAN SHOULD FOLLOW REQUIREMENTS OF TMUTCD, LATEST EDITION. w a o = EXISTING ROCK/BRICK COLUMN FENCE 37. ALL TRENCHING AND CUT PAVEMENT SHALL BE RESTORED SUCH THAT LOCAL ACCESS MAY BE RESUMED AS SOON AS POSSIBLE. z ° = TEXAS HIGHWAY DEPT. CONCRETE. MONUMENT 38. RESTRICT TOTAL LENGTH OF DISTRIBUTED MATERIALS ALONG THE ROUTE OF CONSTRUCTION TO 1,000 LINEAR FEET UNLESS OTHERWISE E5 0 4 = FOUND IRON PIN APPROVED IN WRITING BY PUBLIC WORKS. F z °z = EXISTING CABLE TV BOX 39. MAINTAIN THROUGH TRAFFIC ALONG MA,SKE ROAD FOR DURATION OF PROJECT WITH THE EXCEPTION OF ROAD CROSSING AND BRIDGE CROSSING W >>-- 4 = EDGE OF PAVEMENT OF NEW MAIN. x = EXISTING MAILBOX 40. COORDINATE SHUT DOWN ROAD WITH CITY OF SCHERTZ 5 DAYS PRIOR TO SHUTDOWN. SEE SPEC 01555. ;C7 = EXISTING LIGHT POST ea w LU w = TREE SITE RESTORATION: _0� w 2 2821= a °W° a o c If 41 RESTORATION OF PROJECT AREA AFFECTED BY CONSTRUCTION ACTIVITIES IN PUBLIC AND PRIVATE PROPERTY, INCLUDING RIGHT-OF -WAYS AND . 0 Water Meter Box I EASEMENTS (TOPSOIL AND HYDROMULCH), PAVEMENT, DRIVEWAYS, DRAINAGE STRUCTURES, FENCES, LAWNS (TOPSOIL AND BLOCK SODDING), t8 Z. o MISC AND LANDSCAPING WILL BE COVERED BY SPECIFICATION AND BID ITEM "SITE RESTORATION" AND SPECIFICATION 01740. z 59.7 MISC wwE a. ¢ ea 42. PAYMENT FOR RESTORATION OF PROJECT SITE DISTURBED BY UTILITY CONSTRUCTION OPERATIONS IS ON A LINEAR FOOT. no MEASUREMENT WILL BE AS PROVIDED FOR CORRESPONDING UTILITY IN EACH SPECIFICATION SECTION. NO SEPARATE PAYMENT MADE FOR < r BRANCH PIPE, VALVES, SERVICES, YARD PIPING AND OTHER ASSOCIATED WORD FOR UTILITIES. MEASUREMENT FOR RESTORATION WITH MULTIPLE w o § UTILITIES WITHIN THE SAME RIGHT -OF -WAY WILL BE ON A LINEAR FOOT BASIS FOR ONLY ONE UTILITY. X Z ,- 43. PAYMENT INCLUDES REQUIRED SITE RESTORATION WITHIN THE RIGHT -OF -WAY OR EASEMENT REGARDLESS OF SIZE OR TYPE OF PIPE, METHOD OF a 0 CONSTRUCTION, PAVED OR UNPAVED AREAS OR THICKNESS AND WIDTH OF PAVEMENT. w W iY w 44. NO SEPARATE PAYMENT MADE FOR SITE RESTORATION FOR SERVICE CONNECTIONS OR YARD PIPING UNDER THIS SECTION. INCLUDE COST IN w o a APPROPRIATE ITEM. z ow Z a TxDOT NOTE: OZO 45. NO WORK AND NO STORAGE OF MATERIALS WILL BE PERFORMED IN TXDOT RIGHT -OF -WAY. ITEM NO. LE EXISTING QUANTITY 1410 EXISTING WATER LINE Is I 1 = EXISTING WATER VALVE Mobilization I = EXISTING FIRE HYDRANT 1555 Traffic Control and Regulation = EXISTING WATER METER 1 1740 = EXISTING BLOW -OFF If LIT - = UNDERGROUND TELEPHONE CABLE Trench Safety System F1 = TELEPHONE BOX 2511 Opp = EXISTING POWER POLE 147 PP = EXISTING POWER POLE DOWN GUY ANCHOR If LIE = EXISTING UNDERGROUND ELECTRIC Water Pipe (Ductile Iran) (Complete) (Open Cut) (12 -in) -- S = EXISTING GAS LINE (SIZE SHOWN) 2511 OG = EXISTING GAS METER 20 2511 = EXISTING SANITARY SEWER LINE ea Cjs = EXISTING SANITARY SEWER MANHOLE Water Tie -In (Complete) (12 ") I -°- = EXISTING SIGN - '---- --,'r° = EXISTING WOOD FENCE 5 x_... = EXISTING BARBED WIRE FENCE - J- v- = EXISTING CHAIN LINK FENCE Water Cut, Plug /Cap, Abandon (20 -in) ea = EXISTING ROCK/BRICK COLUMN FENCE 2520 Fire Hydrant Assembly (Complete) = TEXAS HIGHWAY DEPT. CONCRETE. MONUMENT 18 0 = FOUND IRON PIN ea ® = EXISTING CABLE TV BOX Gate Valves (84n) ea = EDGE OF PAVEMENT 2521 Gate Valves (12 -in) = EXISTING MAILBOX 14 ;C7 = EXISTING LIGHT POST ea 3 = TREE ITEM NO. DESCRIPTION I UNIT QUANTITY 1410 TPDES - Storm Water Pollution Prevention Plan Is 1 1502 Mobilization Is 1 1555 Traffic Control and Regulation Is 1 1740 Site Restoration (Utility Construction) If 5896 2260 Trench Safety System If 5896 2511 Water Pipe (PVC C900 DR14) (Complete) (Open Cut) (8 -in) If 147 2511 Water Pipe (PVC C900 DR14) (Complete) (Open Cut) (12 -in) If 5456 2511 Water Pipe (Ductile Iran) (Complete) (Open Cut) (12 -in) If 293 2511 24" Steel Casing I If 20 2511 Water Tie -In (Complete) (8 ") I ea 4 2511 Water Tie -In (Complete) (12 ") I ea 1 2512 Water Tap and Service (1 in) (single) (short side) I ea 5 2512 Water Tap and Service (2 in) (single) (long side) ea 1 2516 Water Cut, Plug /Cap, Abandon (20 -in) ea 2 2520 Fire Hydrant Assembly (Complete) ea 18 2520 Salvage Fire Hydrant ea 1 2521 Gate Valves (84n) ea 5 2521 Gate Valves (12 -in) ea 14 2521 Blowy Off Valve (2 ") (Temporary) ea 3 2523 Pressure Reducing Valve (Complete) (8 -inch) ea 2 2821= Wire Fence (4- strand) If 858 MISC Water Meter Box I ea 6.0 MISC Fiowrable fill ( cy 59.7 MISC 12' Ranch Gate ea 1 Sheet Number 1 2 S I im 14 15 16 17 A l Sheet Title TBPE No. F -1162 lr; ilk z _ CL _- o- I Uu uj U) U) ca Z uU 0 W 9 T cv , Z ® I r lr; ilk ,-a oCl V' ,-, N r+t a'' w-, d C? + h rl 6 z CS Wg Z nME aw �w UF(9 i O w ,00 F0 LL �zo w 0 Q w o vii ~tea. w WMW0 = EL y � Q � w � w,Q Z Q P Z 0 a. ww, z wQ T® < 0a - W M w ,nw om uww w O � LU1 tuo Z w Z ". l Q' 4 ZFO ¢ h w6 f,6 7jo Q. WO wW� N z ZWW ZW w? F ago AV AT B 0) V) Z t EIEGERT PROPERTIES, LTD OD 0 20 40 89. 1152 ACRES (VOL 2017, PC 639) SCALE: 1 " =20' E) - STA 8 +x}0.16 n 1 - 12" 118 (45 °) BEND, M.J. LEGEND w � a) � EXIST OVERHEAD ELECTRIC & TELEPHONE � '-' EXIST PC�WERPOLE (TYP) 1 - 12" 1132 (11.25') SEMI), M.J. P � CO EXIST SIGN "NO PARKING" ,� CITY LIMITS LINE EXIST WIRE FENCE EXISTING POWER POLE � r f. _ - - ROW_ , - E € O _ f O OHT O O - EXIST ING�ATERLINE GO EXISTEDCE OF V,EMENT a _ .- _.—... III - IL - - - - -- �. � , ,.. (�A ----- EXISTING GAS LINE � +40 L.F. — MEW PI PE ±16.2° FIFER _.- EXISTING FIBER OPTIC CABLE w ( -901 OR 1A) PIPE ("VARIABLE WIDTH R.O.W.) _0H[E —_ --- EXISTING O'V'ERHEAD ELECTRIC F I g EXIST 18" RCP SANITARY SEWER I P w U) _IRF .............. - . __... EXISTING UNDERGROUND TELEPHONE €II T )Ill .Q -- -� O EXIST EDGE OF PAVEMENT _0H � EXISTING OVERHEAD TELEPHONE ±6.0' F ±260 L.F. - NEW 12" PVC (0-900 DR 1�4) PIPE + '� - ' 9+,00 10 +00 111.41 � _80 L.F. — NEW 12 PVC (C -900 DR 14) PIPE � 12 � w � Uj - -- - UE EXISTING; UNDERGROUND ELECTRIC +6.0° >61 EXISTING FIRE H'Y'DRANT )NEWROW 7 NEW ROW ±35.1' STA 8 +60.00 STA 11+20.00 101 EXISTING WATER VALVE 0) 1 a FIRE HYDRANT, STD. 1 � FIRE HYDRANT, STD. � @EOC1M Or- r%1 TCN,A®nOrt ®v NEW 15.0' ROW -1 — 4'111,911 TCC Rfl 1 i I I ,! r i ! f' 6" D.1. (CLASS 350) PIPE, CUT AS REO'D. N� iI MARK B. HILL .4U t LN +r i.: a is " TBPE No. F -1162 __ LLJ o- I° ® 3_ C 0 w i LL ITEM NO. DESCRIPTION UNIT � QUANTITY' U) � 01740 Site Restoration (Utility Construction) If ( 906.0 r� 02260 Trench Safety System if I 906.0 02591 Water Pipe (PVC 0900 DR14) (Complete) (Open Cut) (12 -in) If 906.0 Z. w 02520 Fire Hydrant Assembly ( Complete) ea 4 2 02521 Gate Valves (12 -in) ea 3 Ix - - er �= F- 7. CONTRACTOR SHALL DISINFECT ALL NEW MAINS WITH 0 o 0 CALCIUM H`v''POCHLORITE (HTH) IN ACCORDANCE WITH C14 AWWA 0651, BEFORE WATER LINES ARE CONNECTED d TO THE CITY WATER DISTRIBUTION S'Y'STEM_ IN('I__IlnF Z LN +r i.: a is " U LW Z w 0 T) U. ll Z p 3M z LU (L Ll L 50 M 5 Ll DZ D Z w n aw� 20 z LU z of LU 1:0 o 0 wo UUz W w X Ld D z 0 0 n CC Uj w Z LU Zp L) SA LIONS FUTBALL CLUB, INC. 10.00ACRES (VOL 2945, PG 423) 97AI37kr�# i 111 - CITY OF SCHERTZ 41.366 ACRES (VOL 7, PG 553-556) 25' BUILDING SETBACK 15' ELECTRIC ESMT & LANDSCAPE BUFFER TRENCH EXCAVATION SAFETY PROTECTION CONTRACTOR AND/OR CONTRACTORS INDEPENDENTLY RETAINED EMPLOYEE OR STRUCTURAL DESIGNIGEOTECHNICAUSAFETY/EQUIPMENT CONSULTANT, IF ANY,SHALL REVIEW THESE PLANS AND AVAILABLE GEOTECHNICAL INFORMATION AND THE ANTICIPATED INSTALLATION SITE(S) WITHIN THE PROJECT WORK AREA IN ORDER TO IMPLEMENT CONTRACTOR'S TRENCH EXCAVATION SAFETY PROTECTION SYSTEMS, PROGRAMS ANDIOR PROCEDURES FOR THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTORS IMPLEMENTATION OF THESE SYSTEMS, PROGRAMS AND/OR PROCEDURES SHALL PROVIDE FOR ADEQUATE TRENCH EXCAVATION SAFETY PROTECTION THAT COMPLY WITH AS A MINIMUM, OSHA STANDARDS FOR TRENCH EXCAVATIONS. SPECIFICALLY, CONTRACTOR ANII CONTRACTORS INDEPENDENTLY RETAINED EMPLOYEE OR SAFETY CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY PROGRAM IN ACCORDANCE WITH OSHA STANDARDS GOVERNING THE PRESENCE AND ACTIVITIES OF INDIVIDUALS WORKING IN AND AROUND TRENCH EXCAVATION. 1 5' ELECTRIC ESMT & LANDSCAPE BUFFER ROW ... ......... . EXIST POWER POLE (TYP) EXIST OVERHEAD ELECTRIC _014T _OHT _OKT HT- --OHT --OHT Opp/EXIST SIGN _UT UT 4--Ur __UT _UT LIT EXIST EDGE OF PAVEMENT EXIST UNDERGROUND TELEPHONE MASKE Rru". (VARIABLE WIDTH R.O.W.) EXIST 18" SAN. SEWER AII' +11A 64 PIPE I FOO I i . A' - 22t00 I "4wj 23+00 Millis I MEMPE; w ----------------- J........... STA 22+75.00 - 1 - FIRE HYDRANT, STD. I - 12"x6" TEE, M.J. 1 - 6" GATE VALVE, M.J. WNALVE BOX, COMPLETE 6" D.I. (CLASS 350) PIPE, CUT AS REQ'D. CITY OF SCHERTZ 41.366 ACRES (VOL 7, PG 553-556) GENERAL NOTES TxDOT NOTE- FINISH GRADE. z 0 SEPARATE PAY ITEM" 10. CONTRACTOR SHALL FURNISH THE ENGINEER A SET NO WORK/STAGING OF MATERIALS IS TO TAKE PLACE 2. LOCATIONS OF EXISTING UTILITIES IS APPROXIMATE, OF AS-BUILT PLANS INDICATING LENGTH, LOCATION, TBPE No. F-1 162 CONTRACTOR TO FIELD VERIFY DEPTH AND HORIZONTAL U) AND DEPTH OF ALL IMPROVEMENTS. X LOCATION BEFORE BEGINNING CONSTRUCTION. 11, CONTRACTOR WILL PROVIDE OWNER WITH A TRAFFIC 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION CONTROL PLAN, IN CONFORMANCE WITH TMUTCD 72 OF ALL TREES FLAGGED FOR PRESERVATION. W HOURS PRIOR TO COMMENCING WORK, ITEM NO. DESCRIPTION 4. EXISTING PAVEMENT, CURBS AND DRIVEWAYS TO BE 12. CONTRACTOR TO COORDINATE OFFSITE UTILITY F- REMOVED TO THE LIMITS OF THE PROPOSED WORK WITH SCHERTZ PUBLIC WORKS (619-1800). CONSTRUCTION. 13. CONTRACTOR O` PROPER POWER POLE Site Restoration (Utility Construction) if 5. CONTACT CITY OF SCHERTZ TO SHUT-OFF WATER MAINS. BRACING WHEN CONSTRUCTING WATERLINE. C, 6. ALL FITTINGS TO BE RESTRAINED A MINIMUM OF ONE (1) 14. CONTRACTOR TO CLEAR ANY BRUSH WITHIN THE PIPE LENGTH, UNLESS OTHERWISE NOTED. BENDS TO BE 2260 TRENCH AREA AS NEEDED (N.S.P.I.) if 953.0 RESTRAINED MECHANICALLY. �7 CONNECTIONS TO — CAUTION - ----- ________SOCCERF1ELD UNDERGROUND TELEPHONE & SAN SEWER CROSSING. SERVICES BY OTHERS i CONTRACTOR TO VERIFY LOCATION AND DEPTH. FUTURE DRIVEWAY (BY OTHERS) ROW I ...... . . ....... .. EXIST OVERHEAD ELECTRIC __0HC _O HE /----OHr-- —011E HT _OHT —ONT _:-_-�Zoif r -t- IND 1.4 261 U rw- L ' NEW ROW M. Im oil I .............. I "'P -ROW- L 24+0 1285 L.F. - NEW 12" PVC (C-900 DR 14) PIPE 5 EXIS T EDGE OF PAVEMENT 0 2+00 DEFLECT PIPE FOR 60':7-1 ±6'- STA 25+60.00 EM nc=l c:rl-r 0100: Cno an$ 1 - FIRE HYDRANT, STD. —20' I - 12"x6" TEE, M.J. I - 6" GATE VALVE, M.J. WNALVE BOX, COMPLETE 6" D. 1. (CLASS 350) PIPE, CUT AS REQ-D. 1±9 L.F.-NEW 12" PVC (C -900 DR 14) PIPE STA 25+69.49 - 1 - 12"x8" TEE, M.J. 1 - 8" GATE VALVE, M.J. AM ME HOLDINGS, LLC w/ VALVE BOX, COMPLETE VOL 4140, PG 830-831 1±53 L.F.-NEW WPVC (C-900 DR 14) PIPE I - 8- CAP, M.J. (TEMP.) STA 25+75.00 - 1 - 2" SINGLE SERVICE (LONG) WIMETER BOX 1 - 2- CAP, M.J. (TEMP) C-900 DR 14) PIPE TxDOT NOTE- z 0 0 NO WORK/STAGING OF MATERIALS IS TO TAKE PLACE w WITHIN FM 1518 RIGHT OF WAY WITHOUT A PERMIT. U) X W ITEM NO. DESCRIPTION UNIT QUA ITY F- fft < 9 1740 Site Restoration (Utility Construction) if 953.0 C, 2260 Trench Safety System if 953.0 d 2511 Water Pipe (PVC C900 DR14) (Complete) (Open Cut) (8-in) If 53.0 Z 2511 Water Pipe (PVC 0900 DR1 4) (Complete) (Open Cut) (12 -in) If 900.0 2512 Water Tap and Service (2 in) (single) (long side) ea 1 2520 Fire Hydrant Assembly (Complete) ea 3 2521 Gate Valves (8-11n) ea I 2521 Gate Valves (12 -in) ea I MISC Water Meter Box ea I �7 CONNECTIONS TO — CAUTION - ----- ________SOCCERF1ELD UNDERGROUND TELEPHONE & SAN SEWER CROSSING. SERVICES BY OTHERS i CONTRACTOR TO VERIFY LOCATION AND DEPTH. FUTURE DRIVEWAY (BY OTHERS) ROW I ...... . . ....... .. EXIST OVERHEAD ELECTRIC __0HC _O HE /----OHr-- —011E HT _OHT —ONT _:-_-�Zoif r -t- IND 1.4 261 U rw- L ' NEW ROW M. Im oil I .............. I "'P -ROW- L 24+0 1285 L.F. - NEW 12" PVC (C-900 DR 14) PIPE 5 EXIS T EDGE OF PAVEMENT 0 2+00 DEFLECT PIPE FOR 60':7-1 ±6'- STA 25+60.00 EM nc=l c:rl-r 0100: Cno an$ 1 - FIRE HYDRANT, STD. —20' I - 12"x6" TEE, M.J. I - 6" GATE VALVE, M.J. WNALVE BOX, COMPLETE 6" D. 1. (CLASS 350) PIPE, CUT AS REQ-D. 1±9 L.F.-NEW 12" PVC (C -900 DR 14) PIPE STA 25+69.49 - 1 - 12"x8" TEE, M.J. 1 - 8" GATE VALVE, M.J. AM ME HOLDINGS, LLC w/ VALVE BOX, COMPLETE VOL 4140, PG 830-831 1±53 L.F.-NEW WPVC (C-900 DR 14) PIPE I - 8- CAP, M.J. (TEMP.) STA 25+75.00 - 1 - 2" SINGLE SERVICE (LONG) WIMETER BOX 1 - 2- CAP, M.J. (TEMP) C-900 DR 14) PIPE PROJECT NO. 1124.91 DECEMBER 20,2013 6 OF 17 in fft PROJECT NO. 1124.91 DECEMBER 20,2013 6 OF 17 CL L, IN ro a CD O a 1-t N W 2 U J a �I z 0 z� E- z W tK dC 0 W Ix 'D Qp0 w w p CL C a F worUn I= 0 CJ w� LU�o w 0. W EL w¢ �O z z w z n a } ¢o w� w LLF 0 W W w h wOw wz 2 w <'S z O 4 F w0G 'S O FL) z `C }W}{{ W w W F Q co Z 000 Z LU w 9 Ix 5 9� o EXIST GROUND F4.0' MIN. MASICE SOCCER FIELDS OF SCHER7 CITY` PROPOSED 12" WATER LINE 41.366 ACRES CENTER 1 LENGTH OF PIPE OVER SEWER P (VOL 7, PG 553 -556) - - — 25' BUILDING SETBACK Ca L /­Ti7I s—d I-C. b .A"T' di i n a art E4.r"s n enr rr r ra— r— 18" SAN SWR LINE i - 14 AD I CC, IVI.-J. 1 - 6" GATE VALVE, M.J. AMME HOLDINGS, INGS, LLC WNALVE BOX, COMPLETE GAOL 4140, PG 530-831 6" D.1. (CLASS 350) PIPE, CUT AS REQ'D. DEFLECT PIPE FOR 60' 1 a 12" GATE VALVE, M.J. i W/VALVE BOX, COMPLETE TRENCH EXCAVATION SAFETY PROTECTION CONTRACTOR AND /OR CONTRACTORS INDEPENDENTLY RETAINED EMPLOYEE OR STRUCTURAL DESIGN /GEOTECHNICAUSAFETY/EQUIPMENT CONSULTANT, IF ANY,SHALL REVIEW THESE PLANS AND AVAILABLE GEOTECHNICAL INFORMATION AND THE ANTICIPATED INSTALLATION SITE(S) WITHIN THE PROJECT WORK AREA IN ORDER TO IMPLEMENT CONTRACTOR'S TRENCH EXCAVATION SAFETY PROTECTION SYSTEMS, PROGRAMS AND/OR PROCEDURES FOR THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTORS IMPLEMENTATION OF THESE SYSTEMS, PROGRAMS AND /OR PROCEDURES SHALL PROVIDE FOR ADEQUATE TRENCH EXCAVATION SAFETY PROTECTION THAT COMPLY WITH AS A MINIMUM, OSHA STANDARDS FOR TRENCH EXCAVATIONS. SPECIFICALLY, CONTRACTOR AND /OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR SAFETY CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY PROGRAM IN ACCORDANCE WITH OSHA STANDARDS GOVERNING THE PRESENCE AND ACTIVITIES OF INDIVIDUALS WORKING IN AND AROUND TRENCH EXCAVATION. MASKE SOCCER FIELDS Z­ AWWA 0651, BEFORE WATER LINES ARE CONNECTED CITY OF SCHERTZ —� -- - EXISTING WATERLINE 41.366 ACRES EXISTING GAS LINE �- (VOL 7, PG 553 -556) EXISTING OVERHEAD ELECTRIC — —°-- -- EXIT WIRE FENCE EXISTING OVERHEAD TELEPHONE STA 32+07.65 _j:': 6. 1 - 12" 114 (90 °) BEND, M.J. 101 25' BUILDING SETBACK — *PIPE TO BE RESTRAINED FOR — 27 LF ON EACH SIDE, OF BEND 15`ELECTRIC ESMT & LANDSCAPE BUFFER TI CAUON 3. CONTRACTOR SHALL BE RESPONSIBLE FOR — - _ -_._- -- -- -- -- UNDERGROUND TELEPHONE CROSSING. CONTRACTOR TO VERIFY LOCATION AND PROTECTION CIF ALL TREES FLAGGED FOR DEPTH. FINISH GRADE. FUTURE DRIVEWAY � OTHERS) r- ROW f EXIST OVERHEAD ELECTRIC (BY 10. CONTRACTOR SHALL FURNI SH THE ENGINEER A SET a. 3R 1 ✓� CAUTION GUY WIRE CROSSING. \110 SEWER/WATER MAIN CROSSING DETAIL 0 20 40 SCALEA" = 20' Opp Z­ AWWA 0651, BEFORE WATER LINES ARE CONNECTED EXISTING POWER POLE —� -- - EXISTING WATERLINE `` -- EXISTING GAS LINE �- EXISTING FIBER OPTIC CABLE EXISTING OVERHEAD ELECTRIC — —°-- -- EXISTING UNDERGROUND TELEPHONE EXISTING OVERHEAD TELEPHONE — EXISTING UNDERGROUND ELECTRIC 6. EXISTING FIRE HYDRANT 101 EXISTING WATER VALVE ' 011 R I AIR No aO •' , !"M,' n _01111111, GENERAL NOTES Z­ AWWA 0651, BEFORE WATER LINES ARE CONNECTED I1 V V . 1. N.S.P.I. _ °°t'+!G SEPARATE PAY ITEM!" • TO THE CITY WATER DISTRIBUTION SYSTEM, INCLUDE 2. LC)CATIONS CAF EXISTING UTILITIES IS APPROXIMATE, IN THE Ct}S7 C)F THE PIPE. -t7s2 CONTRACTOR TO FIELD V °ERIF"t' DEPTH AND HORI ONTAL 6. HYDROSTATIC TESTING AT A MA:�IMUM OF 2000 FEET U LOCATION BEFORE BEGINNING CONSTRUCTION. AT 200 PSI. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR 9. MAINTAIN A MINIMU''M OF 4' COVER ON 12' PIPE TO PROTECTION CIF ALL TREES FLAGGED FOR FINISH GRADE. r- r�[ZLF- PRESERVATIC)N. 10. CONTRACTOR SHALL FURNI SH THE ENGINEER A SET a. 4. EXISTING PAVEMENT, CURBS AND DRIVEII'�"AY S TO BE OF AS -BUILT PLANS INDICATING LENGTH, LOCATION, REMOVED TO THE LIMITS OF THE PROPOSED AND DEPTH aF ALL IMPROVEMENTS. CONSTRUCTION. 11. CONTRACTOR WILL PROVIDE C }WNER'WITH A TRAFFIC 5. CONTACT CITY OF SCHERTZ TO SHUT-OFF WATER CONTROL PLAN, IN CONFORMANCE 11411TH TMUTCD 72 Uj MAINS. HOURS PRIOR TO COMMENCING WORK. 6. ALL FITTINGS TO BE RESTRAINED A MINIMUM OF ONE (1) 12. CONTRACTOR TO COORDINATE OFFSITE UTILITY � PIPE LENGTH, UNLESS OTHERWISE NOTED, BENDS TO BE WORK WITH SCHERTZ PUBLIC WORKS (619 - 1800). z > RESTRAINED MECHANICALLY. 13. CONTRACTOR TO CLEAR ANY BRUSH WITHIN THE 0 0 TRENCH AREA AS DEEDED (N.S.P.I.) w�yr W i I I - UJI IL ITEM NO. DESCRIPTION UNIT QtDANTti�' I— 01740 Site Restoration (Utility Construction) I If 906.0 9 o 02260 Trench Safety System If 906.0 C14 02511 Water Pipe (PVC 0900 DR14) (Complete) (Open Cut) (12 -in) If 906.0 02520 Fire Hydrant Assembly (Complete) ea 2 02521 I Gate Valves (I 24n) ea 2 S. I��. V�ELASCC� PETE 3C Ef U 2621"" ( Wire Fence (4- strand) if 27.788 ACRES (VOL 1895, PG 227) CONTRACTOR TO PF NEV'II' VARIABLE ±207 LF NEW 4- STRAND COORDINATE WITH UTILITY WIDTH EXIST I�UVA r HOI� BARBED WIRE FENCE COMPANY TO RELOCATE. 20' GVEC ELECTRIC ESMT WATER ESMT -- - -- -- — — - - �A �5[� t7.1 ° \ EX7ST OVERHEAD) ELECTRIC .............../4 rt ei �/ X � y t I �t 34+00 i ±14 L.F. NEW 12" PVC � (C -900 DR 1, PIPE Nil I k W y (VOL 5, �' �'+: " s A Yf i '.r #t ■ PROJECT 1124.91 DECEMBER 20, ZU1 OF Z­ • U C) i r- PROJECT 1124.91 DECEMBER 20, ZU1 OF