Document Lewiston_doc_00ee12722e

• 0 D - SHEET 1 INDEX OF SHEETS TITLE SHEET GENERAL NOTES PLANS DETAILS J A N U A R Y. DEPARTMENT OF PUBLIC WORKS - ENGINEERING DIVISION 103 ADAMS AVENUE LEWISTON, MAINE 04240 TEL. (207) 513-3003 0 PUBLIC WORKS DIRECTOR David A. Jones, P.E. N-1 P-1 TO P-3 D-1 tJ 1 EAST AVE. WATER MAIN REPLACEMENT BID NO 2014-003 FAX (207) 784-5647 N · 5 " 2 0 1 4 - 14- 183-14 ---PAGE BREAK--- GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. B. 9. 10. 11. 12. 13. 14. 15. 16. 17. 1B. 19. 20. 21. THE CONTRACTOR IS REFERRED TO THE SPECIFICATIONS REGARDING COORDINATION WITH OTHERS, INCLUDING RESPONSIBILITIES AND RELAnED COSTS. ALL UTILITY CONSTRUCTION IS SUBJECT TO INSPECTION BY UTILITY COMPANY PERSONNEL PRIOR TO BACKFILL OF TRENCHES. BELOW GRADE UTILITY IN FORMA noN IS BASED UPON FIELD SURVEY, MOOT PLANS, CITY OF LEWISTON PLANS, CITY OF LEWISTON GIS WEBSITE, AND INFORMATION PROV1DED BY INDIV1DUAL UTILITY COMPANIES. LOCATIONS AND ELEVATIONS OF PUBLIC UTILITIES SHOWN ARE ONLY APPROXIMAnE AND MAY NOT BE COMPLEnE. PRIVAnE UNDERGROUND UTILITIES SUCH AS, BUT NOT LIMITED TO, SEWER LINES, WATER LINES AND BURIED ELECTRICAL SERV1CE ENTRANCES ARE NOT SHOWN. THE CONTRACTOR SHALL ASCERTAIN THE LOCATION AND SIZE OF EXISTING UTILITIES IN THE FIELD WITH THE RESPECTIVE UTILITY REPRESENTATIVE PRIOR TO COMMENCING WORK. REFER TO SPECIFICATION SECTION 30.4. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES, INCLUDING SERVICES. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED UTILITIES BE FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY FOR DIRECTION BEFORE PROCEEDING FURTHER WITH THE WORK IN THIS AREA. ADDITIONAL TEST PITS, BEYOND THOSE SHOWN, MAY BE REQUIRED. UTILITY CONTACTS ARE AS FOLLOWS: DIG SAFE: 1-[PHONE REDACTED] ELECTRICAL: CENTRAL MAINE POWER 83 EDISON DRIVIE AUGUSTA, ME 04336 TEL. (207) 779-911B GAS UNITIL 1075 FOREST AVENUE PORTLAND, ME 04104 nEL. (207) 797-8002 nELECOMMUNICA nONS: OXFORD NETWORKS 491 LISBON STREET LEWISTON, ME 04240 TEL. (207) 336-9911 TIME WARNER CABLE: 37 ALFRED PLOURDE PARKWAY LEWISTON, ME 04240 nEL. 1- B00-833- 2253 FAIRPOINT COMMUNICA]ONS: 521 E. MOREHEAD ST. PORTLAND, ME 04101 nEL. 1-[PHONE REDACTED] WAnER AND SEWER: KEV1N GAGNE LEWISTON PUBLIC WORKS DEPT. WATER AND SEWER DIVISION 103 ADAMS A VIENUE LEWISTON, ME 04240 nEL. (207) 513-3003 THE CONTRACTOR IS HEREBY CAUTIONED THAT ALL SITE FEATURES SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS BY THE SURVEYOR AND BY INFORMATION PROV1DED BY UTILITY COMPANIES. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLEnE. THE CONTRACTOR SHALL CONTACT DIG SAFE (1-888-DIGSAFE) AT LEAST THREE BUT NOT MORE THAN THIRTY (30) DAYS PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION TO VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES. CONTRACTOR SHALL BE AWARE THAT DIG SAFE ONLY NOTIFIES ITS "MEMBER" UTILITIES ABOUT THE DIG. WHEN NOTIFIED, DIG SAFE WILL ADV1SE CONTRACTOR OF MEMBER UTILITIES IN THE AREA. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND CONTACTING NON-MEMBER UTILITIES DIRECTLY. NON-MEMBER UTILITIES MAY INCLUDE CITY WATER AND SEWER DISTRICTS AND SMALL LOCAL UTILITIES, AS WELL AS USG PUBLIC WORKS SYSTEMS. CONTRACTORS SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THE REQUIREMENTS OF 23 MRSA 3360-A. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINAnE WITH THE APPROPRIAnE UTILITIES TO OBTAIN AUTHORIZATION PRIOR TO RELOCATION OF ANY EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. IF A UTILITY CONFLICT ARISES, THE CONTRACTOR SHALL IMMEDIAnELY NOTIFY THE CITY, THE MUNICIPALITY AND APPROPRIAnE UTILITY COMPANY PRIOR TO PROCEEDING WITH ANY RELOCATION. ALL EXISTING STORM DRAIN LINES ENCOUNTERED DURING CONSTRUCTION ARE TO REMAIN IN SERV1CE. ANY EXISTING STORM DRAIN LINES OR CULVERTS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. ALL TEST PITS SHALL BE EXCAVATED PRIOR TO CONSTRUCTION LAYOUT AND RESULTS REPORTED TO ENGINEER FOR REVIEW FOR CONFORMANCE WITH PLANS. THE CONTRACTOR MAY ENCOUNTER ASBESTOS CEMENT PIPE DURING PROSECUTION OF THE WORK. CONTRACTOR SHALL CONFORM TO ALL APPLICABLE PROVISIONS OF OSHA, USEPA, MDEP AND ALL OTHER FEDERAL, STAnE AND LOCAL REGULATIONS WHEN HANDLING AND/OR DISPOSING OF ASBESTOS CEMENT PRODUCTS. ALL STRUCTURES AND PIPELINES LOCATED ADJACENT TO THE TRENCH EXCAVATION SHALL BE PROTECnED AND FIRMLY SUPPORTED BY THE CONTRACTOR UNTIL THE TRENCH IS BACKFILLED. INJURY TO ANY SUCH STRUCTURES CAUSED BY, OR RESULTING FROM, THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. ALL UTILITIES REQUIRING REPAIR, RELOCATION OR ADJUSTMENT AS A RESULT OF THE PROJECT SHALL BE COORDINAnED THROUGH THE RESPECTIVE UTILITY. ALL nEST PITS SHALL BE COMPLEnED A MINIMUM OF TWO WEEKS PRIOR TO ORDERING THE ADJACENT STRUCTURES THE INFORMATION FROM THE TEST PITS SHALL BE SUBMITnED TO THE ENGINEER FOR REVIEW AND REVISION. IN THOSE INSTANCES WHERE POWER OR nELEPHONE POLE SUPPORT IS REQUIRED, THE CONTRACTOR SHALL PROVIDE A MINIMUM 4B-HOUR NOTIFICATION TO CMP OR FAIRPOINT, RESPECTIVELY. NO ADDITIONAL PAYMENT WILL BE PROVIDED FOR TEMPORARY BRACING OF UTILITIES IN THOSE INSTANCE THAT THE WATERMAIN NEED TO BE RELOCATION THE CONTRACTOR SHALL COORDINATE WITH THE LEWISTON WATER AND SEWER DIVISION TO SCHEDULE THE WORK AFTER THE COMPLETION OF THE TEST PITS. IN THOSE INSTANCE WHERE GAS SERVICES OR MAINS NEED TO BE RELOCATED THE CONTRACTOR SHALL COORDINATE WITH UNITIL AFTER THE COMPLETION OF THE TEST PIT TO SCHEDULE THE COMPLETION OF THE WORK. CONTRACTOR SHALL INSTALL AND MAINTAIN TRAFFIC CONTROL SIGNS IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ( MUTCD). THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TRAFFIC FLOW AT ALL TIMES. THE CONTRACTOR IS REQUIRED TO SUBMIT A TRAFFIC CONTROL PLAN TO THE DEPARTMENT OF PUBLIC WORKS OR THEIR REPRESENTATIVE AT THE PRECONSTRUCTION MEETING. THE LEWISTON DEPARTMENT OF PUBLIC WORKS DIRECTOR OR HIS DESIGNATE SHALL BE NOTIFIED AT THE PRECONSTRUCTION MEETING OF ANY PLANNED STREET CLOSINGS OR DETOURS. ALL TRAFFIC CONTROL SHALL BE IN COMPLIANCE WITH THE MUTCD. THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING ALL PERMITS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIAR WITH THE APPLICABLE PROVISIONS OF EACH PERMIT AS THEY APPLY TO THE WORK PRIOR TO BIDDING AND ABIDE BY THOSE PROVISIONS DURING CONSTRUCTION. THE CONTRACTOR SHALL POST ALL BONDS AS REQUIRED, PAY ALL FEES & PROVIDE PROOF OF INSURANCE AS NECESSARY FOR THIS WORK. THE CITY SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY RIGHTS OF WAY AND EASEMENTS. THE CONTRACTOR SHALL VERIFY THAT THE NECESSARY EASEMENTS HAVE BEEN SECURED BY THE CITY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIAR WITH THE APPLICABLE PROV1SIONS OF EACH EASEMENT AS THEY APPLY TO THE WORK PRIOR TO BIDDING AND ABIDE BY THOSE PROV1SIONS DURING CONSTRUCTION. COPIES OF ALL RIGHTS-OF-WAY AND EASEMENTS ARE AVAILABLE FOR REV1EW AT THE LEWISTON PUBLIC WORKS DEPARTMENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT OF ALL PROPOSED LINES AND GRADES AS SHOWN ON THE DRAWINGS. THE LAYOUT PLAN SHALL BE REVIEWED BY THE ENGINEER PRIOR TO CONSTRUCTION. THE HORIZONTAL ALIGNMENT OF THE NEW STORM DRAINS AND SANITARY SEWER MAY BE ADJUSTED IN THE FIELD SUBJECT TO PRIOR APPROVAL BY THE ENGINEER. THE ENGINEER SHALL PROV1DE THE NECESSARY HORIZONTAL AND VERTICAL CONTROL POINTS FOR THE CONTRACTOR FOR WORK OUTSIDE THE STREET RIGHT-OF-WAY AND CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THIS INFORMATION THROUGHOUT CONSTRUCTION. ALL ELEVATIONS REFER TO THE 1988 NATIONAL GEODETIC VERTICAL DATUM UNLESS OTHERWISE NOnED ON TEH PLANS. ORIENTATION IS GRID NORTH MAINE STAnE PLANE COORDINAnE SYSnEM. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL ELEVATION REFERENCE INFORMATION PRIOR TO USE IN CONSTRUCTION. nEMPORARY BENCH MARKS TO BE PROV1DED BY THE CITY PRIOR TO CONSTRUCTION OR AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL EXISTING PROPERTY MONUMENTATION THAT IS DISTURBED BY HIS OPERATIONS AT NO EXPENSE TO THE CITY. THIS WORK IS TO BE DONE BY A LAND SURVEYOR REGISnERED IN THE STATE OF MAINE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEDIMENT CONTROL AND THE PREVENTION OF EROSION. ALL DISTURBED EARTH SURFACES ARE TO BE STABILIZED IN THE SHORnEST PRACTICAL TIME AND TEMPORARY SEDIMENT AND EROSION CONTROL DEVICES SHALL BE EMPLOYED UNTIL SUCH TIME AS ADEQUATE SOIL STABILIZATION HAS BEEN ACHIEVED. TEMPORARY STORAGE OF EXCAVATED MATERIAL IS TO BE IN A MANNER THAT WILL MINIMIZE EROSION. MATERIALS AND METHODS USED FOR TEMPORARY SEDIMENT AND EROSION CONTROL SHALL BE AS SPECIFIED BY THE LAnEST EDITION OF THE "MAINE EROSION AND SEDIMENT CONTROL HANDBOOK FOR CONSTRUCTION: BEST MANAGEMENT PRACTICES" PREPARED BY THE MAINE DEPARTMENT OF ENV1RONMENTAL PROTECTION. 22. COMPACTION TESTS SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS. ANY SETTLEMENT OCCURRING WITHIN ONE YEAR OF SUBSTANTIAL COMPLETION OF THE PROJECT WILL BE CORRECnED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE CITY. 23. OPEN TRENCHES IN THE ROADWAY SHALL BE ALLOWED AS DEFINED BY DIV1SION 30.2. OPEN TRENCHES OUTSIDE OF THE RIGHT OF WAY MAY BE LEFT OPEN IF THE CONTRACTOR PROVIDES SAFE BARRICADING AND LIGHTS. 24. CONTRACTOR SHALL CONTROL DUST WITH APPROPRIAnE DUST CONTROL MEASURES. CONTRACTOR SHALL NOT TRACK OR SPILL EARTH AND DEBRIS ON PUBLIC STREETS OUTSIDE THE PROJECT AREA. STREETS OPENED TO THE PUBLIC SHALL BE KEPT SWEPT AND FREE OF DEBRIS. 25. ALL ROAD SURFACES SHALL PITCH 1/4 INCH PER FOOT MINIMUM FROM CENTERLINE TO GUTnER UNLESS OTHERWISE NOTED. ALL VIEGETAnED AREAS THAT ARE EXCAVAnED, FILLED OR OTHERWISE DISTURBED BY THE CONTRACTOR AND ARE NOT TO BE PAVED OR FILLED WITH RIP-RAP SHALL BE LOAMED. GRADED, LIMED, FERTILIZED, SEEDED AND MULCHED AT NO ADDITIONAL EXPENSE TO THE CITY. 26. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) AND ALL OTHER APPLICABLE LOCAL, SlAnE AND FEDERAL RUKES, REGULATIONS AND LAWS. 27. THE CONTRACTOR SHALL NOT HAVIE ANY RIGHT OF PROPERTY IN ANY SUITABLE MAnERIALS TAKEN FROM ANY EXCAVATION. SUITABLE EXCAVATED MATERIAL AS APPROVED BY THE ENGINEER, MAY BE INCORPORATED IN THE PROJECT, WITH EXCESS MAnERIAL DISPOSED OF AT A LOCATION APPROVED BY THE CITY. THESE PROVISIONS SHALL IN NO WAY RELIEVE THE CONTRACTOR OF HIS OBLIGATIONS TO PROPERLY DISPOSE OF AND REPLACE ANY MAnERIAL DETERMINED BY THE ENGINEER TO BE UNSUITABLE FOR BACKFILLING. THE CONTRACTOR SHALL DISPOSE OF UNSUITABLE AND EXCESS MAnERIAL IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE CONTRACT DOCUMENTS. 28. RIGHT-OF- WAY LOCATION IS APPROXIMAnE ONLY AND TAKEN FROM CITY OF LEWISTON GIS INFORMATION. 29. THE CONTRACTOR IS TO TAKE SPECIAL CARE NOT TO DAMAGE TREES WITHIN THE CONSTRUCTION AREA UNLESS THEY ARE NOTED TO BE REMOVED. 30. CUT AND CAP /PLUG BOTH ENDS OF ALL SEWER AND STORM PIPES TO BE ABANDONED WITH BRICKS AND MORTAR, INCLUDING IN MH'S & CB'S IF APPLICABLE. REMOVE ANY EXISTING STORM SEWER AND SANITARY SEWER SYSnEMS WHERE IN CONFLICT WITH NEW UTILITIES. ABANDON ALL PIPES ENnERING STORM SEWER AND SANITARY SEWER STRUCTURES TO BE REMOVED UNLESS OTHERWISE NOTED. CUT AND CAP ENDS OF WAnER MAINS TO BE ABANDONED 1'<1TH SOLID MJ CAPS AND GRIP RINGS. 31 . EXISTING STORM MANHOLES OR CATCH BASINS NOT TO REMAIN IN SERVICE SHALL BE REMOVED BY THE CONTRACTOR. 32. PROVIDE 2" RIGID INSULATION OVIER WATER AND SEWER MAINS AND SERVICES WHEN COVER IS LESS THAN 4 FEET AND WHERE DIRECnED BY THE ENGINEER. CONTRACTOR SHALL SUPPLY INSULA nON. 33. MINOR ADJUSTMENTS TO THE ALIGNMENT OF PROPOSED UTILITIES SHALL BE ALLOWED TO ACCOMMODATE EXISTING UTILITIES WHERE APPROPRIA nE AS APPROV1ED BY THE ENGINEER. 34. A MINIMUM VERTICAL OR HORIZONTAL SEPARATION OF 6 INCHES BETWEEN THE WAnER LINES (INCLUDING SERVICES) AND STORM DRAINAGE PIPES AND STRUCTURES, SHALL BE MAINTAINED. 2" RIGID INSULATION SHALL BE INSTALLED WHEN SEPARATION IS LESS THAN 18 INCHES. 35. EXISTING SIGNS THAT ARE IMPACnED BY THIS PROJECT SHALL BE RESET IN ACCORDANCE WITH M.U.T.C.D. 36. CONTRACTOR SHALL RESET OR REBUILD WALKWAY STEPS AS NECESSARY. WORK SHALL BE CONSIDERED INCIDENTAL 37. ALL TEST PITS SHALL BE EXCAVAnED PRIOR TO CONSTRUCTION LAYOUT AT THE APPROXIMAnE LOCATIONS NOnED ON THE PLANS AND ACTUAL LOCATIONS OF SUBSURFACE UTILITIES SHALL BE REPORTED TO THE CITY ENGINEER WHERE APPROPRIAnE, MINOR ADJUSTMENTS TO THE ALIGNMENTS OF PROPOSED LINES SHALL BE MADE TO ACCOMMODA nE EXISTING UTILITIES. 38. THE INVERTS INDICA nED ON THE PLAN AND PROFILE SHEETS ARE TO THE INSIDE FACE OF THE MANHOLE. 39. STATIONS AND OFFSETS INDICAnED ON THE PLAN AND PROFILE SHEETS ARE TO THE CENnER OF THE CATCH BASIN GRAnE AND THE CENTER OF THE SEWER AND STORM DRAIN MANHOLE COVER. 40. DEWAnERING EFFORTS FROM SANITARY OR COMBINED SEWERS SHALL NOT BE DISCHARGED TO THE STORMDRAIN. DEWATERING EFFORTS FROM STORMWATER SHALL NOT BE DISCHARGED TO THE SEWER OR COMBINED SYSnEM. 41. STORM DRAIN INVERTS FOR CROSS STREET CONNECTIONS SHALL BE BASED ON ELEVATIONS OF EXISTING UTILITIES AS DEnERMINED IN THE FIELD. CONTRACTOR SHALL COORDINATE PROPOSED STORM DRAIN INVERTS WITH THE ENGINEER. 42. CONTRACTOR TO VERIFY TYPE (BRICK OR PRECAST CONCRETE) AND CONDITION OF ALL SMH'S AND DMH'S IMPACnED AS PART OF THIS WORK. CONTRACTOR TO MAINTAIN THE INnEGRITY OF ALL STRUCTURES TO BE REUSED. DAMAGE TO EXISTING STRUCTURES SHALL BE REPAIRED AT CONTRACTORS EXPENSE. 43. CONTRACTOR TO REPLACE OR RESET ALL CURBING UPON COMPLETION OF UNDERGROUND UTILITY WORK. 44. CONTRACTOR TO RESTORE SIDEWALKS AND DRIVEWAYS IMPACnED BY CONSTRUCTION. 45. CONTRACTOR TO REGRADE AND REPLANT ESPLANADE AREAS IMPACTED BY CONSTRUCTION. 46. CONTRACTOR TO SAWCUT PAVEMENT AS NECESSARY TO INSTALL UTILITY IMPROVEMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING AREAS WHERE THE EXISTING PAVEMENT WAS REMOVED FOR PAV1NG, INCLUDING GRADING AND ADDITIONAL SAWCUTTING AS REQUIRED BY THE ENGINEER. 47. CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGNING, FURNISHING, INSTALLING AND MONITORING ANY SHORING, BRACING OR OTHER EXCAVATION SUPPORT THAT MAY BE REQUIRED TO PROnECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENT OR OTHER FACILITIES THAT COULD BE DAMAGED BY SETTLEMENT, LA nERAL MOVEMENTS, UNDERMINING, WASHOUT OR OTHER HAZARDS THAT COULD DEVELOP DURING EXCAVATION SUPPORT AND PROTECTION OPERATIONS. 4B. CONTRACTOR SHALL VISIT THE SinE AND FAMILIARIZE HIM OR HERSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIM OR HERSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATnENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 49. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND OWNER'S REQUIREMENTS UNLESS SPECIFICALLY OTHERWISE INDICAnED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 50. CONTRACTOR SHALL CLEAN AND REMOVE DEBRIS AND SEDIMENT DEPOSITED ON PUBLIC STREETS, SIDEWALKS, ADJACENT AREAS, OR OTHER PUBLIC WAYS DUE TO CONSTRUCTION DAILY. 51. THE CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR ANY CHANGES AND DEV1ATION OF APPROVED PLANS NOT AUTHORIZED BY THE ENGINEER AND/OR OWNER. 52. DETAILS ARE INnENDED TO SHOW END RESULT OF DESIGN. ANY MODIFICATION TO SUIT FIELD DIMENSION AND CONDITION SHALL BE SUBMITnED TO THE ENGINEER FOR REV1EW AND APPROVAL PRIOR TO ANY WORK. 53. BEFORE THE FINAL ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT AND MATERIALS, REPAIR OR REPLACE PRIVATE OR PUBLIC PROPERTY WHICH MAY HAVE BEEN DAMAGED OR DESTROYED DURING CONSTRUCTION AS DEnERMINED BY THE CITY, CLEAN THE AREAS WITHIN AND ADJACENT TO THE PROJECT WHICH HA VIE BEEN OBSTRUCnED BY HIS/HER OPERA noNS, AND LEAVE THE PROJECT AREA NEAT AND PRESENTABLE. 54. THE CONTRACT WORK TO BE PERFORMED ON THIS PROJECT CONSISTS OF FURNISHING ALL REQUIRED LABOR, MA nERIALS, EQUIPMENT, IMPLEMENTS, PARTS AND SUPPLIES NECESSARY FOR, OR APPURnENANT TO, THE INSTALLATION OF CONSTRUCTION IMPROV1EMENTS IN ACCORDANCE WITH THESE DRAWINGS AND AS FURTHER ELABORATED IN ANY ACCOMPANYING SPECIFICATIONS. 55. THE WORK SHALL BE PERFORMED IN A THOROUGH WORKMANLIKE MANNER. ANY REFERENCE TO A SPECIFICATION OR DESIGN A TlON OF THE AMERICAN SOCIETY FOR nESTING MAnERIALS, FEDERAL SPECIFICATIONS, OR OTHER STANDARDS, CODES OR ORDERS, REFERS TO THE MOST RECENT OR LAnEST SPECIFICATION OR DESIGNATION. 56. THE CONTRACTOR SHALL GUARANTEE THE FAITHFIJL REMEDY OF ANY DEFECTS DUE TO FAULTY MATERIALS OR WORKMANSHIP AND GUARANTEES PAYMENT FOR ANY RESULTING DAMAGE WHICH SHALL APPEAR WITHIN A PERIOD OF ONE YEAR FROM THE DAnE OF SUBSTANTIAL COMPLETION OF THE PROJECT. 57. THE CONTRACTOR SHALL PERFORM ALL WORK WITHIN THE RIGHT OF WAY UNLESS NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOT USE PRIVAnE PROPERTY FOR STOCK PILING MATERIALS OR PARKING EQUIPMENT OR VEHICLES WITHOUT WlRITnEN CONSENT FROM THE PROPERTY OWINER. ANY DAMAGE DONE TO PRIVA nE PROPERTY RESULTING FIROM THESE ACTIV1TIES SHALL BE THE RESPONSIBLITY OF Tl-IE CONTRACTOR TO REPAIR AT NO ADDITIONAL COST TO THE CITY. 58. THE CONTRACTOR IS RESPONSIBLE FOR THE CAREFUL SIDE STAKING OF THE EXISTING EDGE OR PAVEMENT. SIDE STAKES SHALL BE PLACED SAFELY OUTSIDE OF THE CONSTRUCTION LIMITS AND THE EXISTING GRADES SHALL BE TRANSFERRED TO THE STAKES. THESE STAKES AND GRADES WILL BE USED TO LAYOUT THE EDGE OF PAVEMENT AND DEnERMINE NEW CONSTRUCTION FINISH GRADES. GRADES WILL BE REV1EW1ED WITH THE ENGINEER PRIOR TO GRADING THE ROADWAY. ABBREVIATIONS w s cs D G E T CATV AC AK a Ill RC(P) PVC CL VC INV. IN INV. OUT SMH MH DIAH GV HOPE PE lAB CB CM(P) NPV lBIA EX. CB-N/S M/ L GC ASPH C WATER SANITARY SEWER COIABINED SEWER & DRAIN STORM ORAIN GAS UNDERGROUND ELECTRIC TELEPHONE UNDERGROUND CABLE TELEVISION ASBESTOS CEMENT AKRON (\olTRIFIED CLAY) CAST IRON OUCTTLE IRON REINFORCED CONCRElE (PIPE) POLYVINYL CHLORIDE CEMENT LINED \olTRIFIED CLAY INVERT ELEVA liON IN INVERT ELEVA liON OUT SEWER MANHOLE MANHOLE DRAIN MANHOL£ GATE VALVE HIGH DENSITY POLYETHYLENE POL 'I'ETHYLENE MAIL BOX CATCH BASIN CORRUGATED METAL (PIPE) NO PIPES V1SIBI.E TEMPORARY BENCH MARK EXISTING CATCH BASIN CONNECTION f.IAIN LINE GRANITE CURBING AS?HAL T CURBING LEGEND NOTE: NOT ALL SYMBOLS SHOWN HEREUNDER \\IU BE SEEN ON EACH SHEET OF THIS SET EXISTING DESCRIPTION ABUTTER UNE/R.O.W. EASEf.IENT CENTERLINE MONUf.IENT IRON PIPE/ROO DRILLHOLE ZONE LINE ZONE LINE ON PL I BENCHMARK SURVEY CONTROL * TP-, TEST PIT @ MONITORING WELL B-3 BORING BUILDING WETLANDS V' UPLAND EDGE v.£1\.AND ~ SIGN STREAf.l ~ROCK OUTCROP EDGE PAVEMENT EDGE CONCRETE PAVEMENT PAINT GRAVEL ROAD CURBLINE EDGE WATER lREELINE -12.2- L CONTOURS x:l0.20 SPOT GRADE CHAIN LINK FENCE \\IRE FENCE STOCKADE FENCE STONE WALL RETAINING WAU 0 OEODUOUS TREE CONIFEROUS TREE MULCH UNE GUARDRAIL BOLLARD Jl=~l RAILROAD - G GAS M GAS GATE VALVE GAS METER WATER WATER GATE VALVE 't'J' WATER SHUT OFF ~ H'tllRANT SEWER @ SEWER MH SO-- STORM DRAIN UD-- UNDERORAIN @ ill CATCH BASIN @ DRAINAGE MH SO CULVERT - OVERHEAD UTILITY ---IUGU'-- UNDERGROUND UTILITY [II TRANSfORMER PAD ~ ELECTRICAL MANHOLE Q) ID.EPHONE MANHOLE ¢ LIGHT POLE/WAU UTIUTY POLE GUY D 0 0 c: ~ 0 0 " II> 0 . > " lr " ID 0 0 ID 0 u 0 0 0 ' ~ 0 0 m "0 Scale Plan Pro file Fi le No . 14-183-14 Date 1/10/14 Sheet N-1 X X X '0 X X X c: Ol " ID X X X X X X c: ~ L 0 0 > l.U ---PAGE BREAK--- ) DEPTH Leo L, IS sHO~ jV AT EACH BORING LOCATION. IF NO DEPTH IS SHO: ~ CONNECT NEW a• Dl TO EXISTING a• Cl y 0 ) 455 y 0 I ' 451 \ 0 0 445 v l 1- 441 439 I 0 I) 1- 0 Cl - 0 • 9. CONNECT NEW 2" PE TO EXISTING 2" PE / ~ - ~ / 1 I I~ I W RCP ~RM EAST AVENUE v 24" RCP STORM 24" RCP STORM q:::J ~ h· " o;cW>IR • / / W" " ccwm ~ " ccwm ~ ~ • / o-t 1orJ/ V 1+00 / I" 2+00 / 3+00 4+00 -uu 1 4" A SEWER 6+00 R 435 ~ W'81 82 83 84 85 B6 ~ ~5 5~ 6~ 6;g seo s~ / V t:f:l 6 CIP WAT .r--A \ 1" ~INSTALL NEW a·xa· TE~ AND TWO a• VALVES 456 L coNNECT NEW a· Dl TO EX:STING a• Dl 433 87 8.0 e > 6" Cl WATER 0 88 89 810 811 819 820 821 VENUE 8.08.0 5.0 8.0 812 813 I~ 8l_ 816 I ~8 - - - EAST A 6" CIP WA EF ~e e e e e e e o e ! ~ I ~ B ~ I 0 \ I I y O r Q 0-Jf:. 0 INSTALL NEW a• VALVE 1 1 , G ~ INSTALL a·xa• TEE, a• VALVE, a"X6" REDUCER \ = ~ co ~ CONNECT TO EXISTING 6" Cl INSTALL NEW a" Dl WATER 438 REMOVE EXISTING HYDRANT AND 0} 444 ~ ~ INSTALL NEW a"X6" TEE, GATE ~ AND HYDRANT 431 ~ 03 ~ EXTEND LONG SIDE SERVICES WITH i" COUPLING (TYP) 452 ~ Lyr ~ 0 y--1NSTALL NEW 6" Dl WATER v SEE SHEET P-3 425 u h J 1- 421 0 J 0 )0 w f- 3 0 415 ~ • - III Cl \ ~ ~ I j SEE SHEET P-3 i1 "CMP S ORM \ ~ \ ~ INSTALL NEW 14" DIP WATER MAIN,"- \ ) \ \ 14" CIP WATER / tkl /r INSTALL NEW 12" VALVE ~ AND 12" Dl WATER MAIN Lf-l 10+00 2" GAS 18" AC SEWER 2" GAS 24" RCP STORM \,jW r 2" GAS '5 \o f' 8 OO 14" AC SEWER v 14" AC SEWER 7 +00 AVFNUE 6" CIP WATER tf-\-s-1 00 \ . 0 \ rrrO 0 ( Q INSTALL NEW a" Dl WATER 0 I 428 436 430 426 1 ALEC - - D 8" CMP ~M ~ r~ r~ III Cl w 5: w u ' CD 18" AC SEWER EAST A' 1'ENUE 0 ~ . \ 6 CIP WATlR 5" CIP en - z r- 0 v en" 10 w f- 5: u • N ( \ 0 - xr-., < L lL •CO J > 0 . 0 - 0 n.N~ REMOVE EXISTING 14"X6" CROSS, 14" MAIN 6" VALVES 1- u m v OS CAP 6" Cl, INSTALL NEW 14"Xa" TEE AND 14"X12" TEE' 1 ~ ~ 0 0 CONNECT TO EXISTING 14" Cl WITH COUPLINGS 0 Z z c ~ m w 0 - > c 4 ALEC 412 r:n. ~ ~ s ~ 1- w to-" W E ~ LJ.. • c 1ii ~ z 'C 0 • - - r- 0. ID ~ o ) I " OD..WO(I)O ~_Jt- Scgla Plan Pl'oflle 1"=20' N/A HOI'Z. N/A Vert. File No. 14-183-14 Pate 1/10/14 Sh••+ p 1 ---PAGE BREAK--- 411 405 0 0 24" RCP " / J \ I 8" CMP STOR~ I 395 y 0 I 8" CMP STORM 8" CMP STORM 6' Gl t- o 0 0 2" GAS 2" GAS 2" GAS ~ 1 ;r 14+00 1 0" AC wt:R 15-1 00 -u \ 11 1 AC SEWER 1 7 +00 = HHOO 8" AC <:eWeR \ tli 1 n ~n 2" GAS 8" CMP STORM 2" GAS ? , EAST A~ EN U E 1 = EAST AVE N U E • I > I- 5" CIP WATER 6" CIP WATER -Hi \ 5" CIP WATER 6 " CIP WATER F=J ~ ~ IO, I, \ \ \ ~ \_INSTALL 12"Xa" TEE, a• VALVE, a"X6" REDUCER -INSTALL NEW 12" Dl WATER w f- CONNECT TO EXISTING 6" Cl I w ( \ ! "SLf- REMOVE ElOSTING HYDRANT AND 408 412 ~ u u LL.J INSTALL NEW a·xs· TEE, GATE ~ ~ AND HYDRANT , I ~ LL.J ~ L_ ~ 0 32+00 ID t- o Cl 0 t I~ V ~ \ /1 l.l:! n: I I 0 0 NEW 12• VALVE N,'lr '\...INSTALL SADDLE. 2" PE TO EXISTING 01 • ~ \ ~ 0 VALVE, REPLACE 2" CURB STOP AND {5 ~ \ ......_INSTALL 12"Xa" TEE, a• VALVE, LEAVE CAPPED m ,._INSTALL 12"Xa" TEE, a· VALVE ~ 0 U, ~ CONNECT TO EXISTING ~ Ill • TO BE CONTINUED ON LEAVITI AVE BY OTHERS ' CONNECT TO EXISTING a• Cl Y O ) ~ 0 1 \6 ILL\ _ ' ' ~ " 364 E2 u ~ 354 - ~ LL z LLJ > > ~ v D L + N rn + N OJ 0 I~ ll.r 1- 362 ~ 360 358 LLJ ~ m, ~ - 0 / I J> 0 VJ r'l r'l d ( J> Ul r'l Cl 0 0 + Ol 0 0 + 0 - I I 0 INSTALL NEW 6" Dl WATER 0 0 0 0 \ \ ) ~ / y 0 ) -1 1 REMOVE EXISTING BLEEDER VALVE AND FITTINGS ,j CONNECT NEW 6" Dl TO EXISTING 6" Dl l I 0 0 \ 0 0 1 1B~Ic1P s~~:J / ) / / \ ) 6" WATER ' I - " . I HARKINS DRIVE + N 0 10" AC SEWER I EX. 6" DIP WATER 0 - A G~ I 0 - II. I. 0 u • 0 0 0 / ~ 0 0 m ~ 11 . ~ Ol 11 • CD Cl ~ 0 z r- " 0 co - CJ) 0 ' - Cl 0 Plan Pr-ofile 1"=20' N/A Hor-z. N/A Ver-t. IFII• Nn 14-183-14 1/10/14 p 3 ---PAGE BREAK--- WAll OF MANHOLE SHELF SAME MATERIAL AS INVERT SLOPE 1"/FT • INVERTS SHALl BE BRICK liNED OR PRECAST CONCRETE WITH EPOXY COATING B FLOW PIPE-__/ " " v FLOW B PIPE l FLEXIBLE NEOPRENE SLEEVE 24" EJIW ERGO EXISTING SURFACE ~ ~FRAME AND COVER SET FRAME IN MORTAR AND Fill IN OUTSIDE - Of fRAMl ANLJ !!RICKS ~ADJUST TO GRADE WITH 2'X48" PRECAST HARD BURNT BRICKS CONCENTRIC CONE AND MORTAR MIN. 2 TO FIT BARREl COURSES, MAX 6 USE FlAT TOP W/ 6' DIA. COURSES MUL TiPl~S OF 1 OR CONCRETE GRADE RINGS 3 ' & 4 PRECAST SECTIONS OF 4' OR 6' DIA. DOUBLE ROW RAM-NEK JOINT A A BITUMEN COATING----<>j CONNECTION SEE SPEC. PRECAST BASE·----iL~====='JJ-~--INVERT TO BE liNED WITH BRICK WI fH BOTTOM OR ~ ~ PRECAST EPOXY COATED ) ~ 1 ' CRUSHED JJJ> • STONE OASE ~ SECTION B-B • • SLOPE 1"/FT • SECTION A-A SHElF ELCVATION SAME AS 1/2 DIAMETER OF LARGEST PIPE ABOVE INVERT NOT INCLUDING INlET DRAINS GREATER THAN 1 FOOT ADOVC MANHOLE INVERT. WALl OF MANHOLE PRECAST CONCRETE SEWER MANHOLE DETAIL ~ANY DIAMETER) NT INSIDE FACE OF MANHOLE POURED OR HAND PACKED NON-SHRINK GROUT HALLEMITE, WATERPLUG EMBECO OR APPROVED EQUAL I----CONCRETE ENCASEMENT TO 12" EACH SIDE OF PIPE PIPE MANHOLE WATER STOP GASKET AND CLAMP (SS) ASSEMBLY PVC PIPE j ONLY 6" MINIMUM r.ONCRETE ENCASEMENT AOOl INSIDE FACE OF MANHOLl STAINI ESS STETl CLAMP FORMtD OPENING~-~lJQ~~#~-_:-=~ ANOI11?ED AI UMINIUM OR STEEL KORBANQ KOR-N-SFAI ROOT PIPE MH PIPE CONNECTIOf\JS FOR SEWER NTS PVC TEE INFLUENT PIPl SECURE TO WALL--- UNDISTURBeD EARTJ lOR PVC PIPE ONLY NOTF: • • • • • REMOVABLE , PLUG • • • • PIPE ANCHOR ' 4' o" o c v ' BRICK LINED CHANNEL EFFLUENT PIPE I 5' 0" DIAMETER MANHOLE SHALL BE USED AT All DROP MANHOLE CONNECTIONS USING 8" P.V.C. 2. lARGER PIPES MAY REQUIRE LARGER MANHOLES, AS APPROVED BY THE ENGINEER. P.V.C. DROP CONNECTION EXISTING PIPE NfS NOTE: USE CAP OR PLUG FOR PVC PIPE MASONRY PLASTER WITII MORTAR 3/8" THICK MIN BRICKS WITH 3/8" MORTAR JOINTS MIN PLUG NIS PROPERTY LINE OR PERMANENT EASEMENT LINE 6"-45' Y BEND Y-BRANCH FOR SEWERS LESS THAN 12" INSERTA TEES FOR SEWERS GREATER THAN 12" NEW DRAIN OR SEWER~~--1 Y-BRANCH FOR SEWERS LESS mAN 12" IN SERTA TEES FOR SEWERS GREATER mAN 12" NEW 6R PIPE VARIES NEW 6" PIPE PLAN SIDEWALK STREET TYPICAL TRENCH DETAIL THIS SHEET BUILDING SCRVICE BUILDING ALTERN A IE METHOD 10 BE USlD ONLY WITH THE APPROVAL OF THE ENGINEER ---WClOD 2"x4" TO INDI TE END OF SERVICE (DRAINS ONLY) PLUG (DRAINS ONLY) CONNECT TO EXISTING SERVICE (SEWER) SECTION 6" SERVICE PIPE S=0.02 MIN. NOTE: 1. ALL NEW SEWER SERVICES ON NEW SEWERS, OR EXISTING SEWER SERVICES THAT ARE DISTURBED DURING CONSTRUCTION OF OTHER PIPES SHALL BE REPLACED AS NEEDED TO mE PROPERTY LINES AND RECONNECTED TO EXISTING SERVICES. 2. ALL NEW DRAIN SERVICES SHALL BE CAPPED AT THE PROPERTY LINE. SEWER AND DRAIN SERVICE CONNECTION DETAIL NTS NOTE: FINAl GRADING EXISTING GROUND SURfACE COMMON FILL MATERIAL UNPAVED PAVED -STRlET PAVEMENT 8" (MIN ) SlE NO(l 1 ~ , MIN. CRUSHED STONE (ASTM C3J GRADATION 67) CRUSHED STONE (ASTM C33 GRADATION PLACED AGAINST UNDISTURBED SIDES AND BOTTOM OF TRENCH (SEE NOTE 1 EXCAVATION IN ROCK EXCAVATION IN EARTH 1. FOR PIPES OTHER THAN P.V.C., HOPE, AND POLYPROPYLENE. SELlCI'ED COMMON FILL MAY BE USED FROM MID-DIAMETER OF PIPE TO 8" ABOVE TOP OF PIPE 67) " 0 w 0: Dl: 1 s PIPE e { or 15' DlA. r 15' MAX. MAX. I MIN. WIDTH 36" UNPAVED AREAS LOAM AND SEED IRON WATER MAIN (SIZE AS INDICA TED ON THE PLAN) WATER MAIN TRENCH DETJ\IL NOT TO SCALE Cl) ~ 0 0 . 0 ~ II) 0 > I) 2 TRENCHES LOCATED ON THE ROAD SHOULDER SHALL BE TRF A TED THE SAME AS STREET TRENCHES EXCEPT FOR PAVING. ~ 6" MIN. CONNECTION >APTOR AND BEND ; REQUIRED (TYP.) lYPICAL TRENCH DETAIL FOR SEWER NTS 6" 12" MIN J EXIST SEWER CONNECTION ~~A~l8B,rf'r!tP ~NEW6" PVC CONNECTION ~PVC: RFNI1 AS REQUIRED SEWER SERVICl RELOCATION PVC BEND AS REQUIRED BELOW NEW DRAIN NTS ADAPTOR AND BEND AS REQUIRED (TYP.) CRUSII[D STQN[ MIN ? SLOPE 12" MIN. SEWER SERVICE ABOVE NEW RELOCATION DRAIN NTS SEWER NEW CLASS 52 Dl PIPE W/MJ AND RETAINI:R GLAND EXISTING WATER MAIN NOTES FXIST. WATFR MAIN TO RF RFMOVFI1 AND REPLACED WITH NEW Dl WATER MAIN. 20'; (SEE NOTE BELOW) EXISTING GROUND SURF ACE NEW SEWER OR DRAIN 45' VERT 6" MIN CRUSHED{BEND (TYP) STONE OVER TOP OF PIPE I. CXACT LIMITS OF NEW WA llR MAIN TO BE OETlRMINED IN THE FIELD 2. CRUSHED STONE TO BE PLACED FROM MID DIA. OF WATER MAIN TO MID DIA. OF NFW SEWFR 3 D.l. PIPE SHALL BE CLASS 52 4. ALL JOINTS TO BE RESTRAINED WATFR MAIN RELOCATION NTS 24" STANDARD - 5/8" DIA. CURB STOP ROD AWWA SPEC CORPORATION CC INLET - COPPER PACKED JOINT OUTLET CURB STOP - COPPE PACKED JOINT - NO DRAIN f. I I I NOTE: INSTALL 6" IN ROCK) OF SANLJ, OR APPROVED BACKFILL, ALL AROUND SI:RVICE LINE. TYPICAL DOMFSTIC WATER SERVICE 4" I OAM & SEED COPPER WATER SERVICE NOT TO SCALE . ' AVEMENT ) WATfR SERVICE TRENCH DE I AIL NOT TO SCALE G) L 0 ~ 0 Cl) 0 0 0 ~ 0 0 ' :i 0 0 ID ~ N"''' :J X X X c ~ L 0 f- 0 > w