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BLD2022-0694_Other_12-28-2023_REVIEWED_RESUB3_BLD2022-0694+COE_WATERLINE_REPLACEMENT_PLANS+8.31.2023_5.16.53_PM+3759866cn 0 O N O N N �o J J cn J O cn cfl c,F ED A, ( 1) c 0 IS9 V INDEX SHEET NUMBER GENERAL OF DRAWINGS SHEET TITLE G— 1 COVER SHEET G-2 ABBREVIATIONS, LEGEND AND SYMBOLS G-3 GENERAL NOTES CIVIL C— I WATERLINE PLAN & PROFILE DAYTON STREET C-2 WATERLINE PLAN & PROFILE DAYTON STREET C— 3 STRIPING & OVERLAY PLAN DAYTON STREET C-4 WATERL I NE PLAN & PROF I LE 5TH AVE S C-5 WATERLINE PLAN & PROFILE 5TH AVE S C-6 WATERLINE PLAN & PROFILE 5TH AVE S C-7 WATERLINE PLAN & PROFILE 5TH AVE S C-8 WATERLINE PLAN & PROFILE 5TH AVE S C-9 WATERLINE PLAN & PROFILE HOLLY DRIVE C— 10 WATERLINE PLAN & PROFILE HOLLY DRIVE C— 1 1 WATERLINE PLAN & PROFILE 4TH AVE S C— 12 WATERLINE PLAN & PROFILE 4TH AVE S C— 13 WATERLINE PLAN & PROFILE HOWELL WAY C— 14 WATERLINE PLAN & PROFILE HOMELAND DRIVE C— 15 WATERLINE PLAN & PROFILE HOMELAND DRIVE C-16 WATERLINE PLAN & PROFILE ERBEN DRIVE C— 17 WATERLINE PLAN & PROFILE CITY PARK C-18 WATERLINE PLAN & PROFILE FORSYTH LANE C-19 WATERLINE PLAN & PROFILE FORSYTH LANE C-20 CITY STANDARD DETAILS — I C-21 CITY STANDARD DETAILS — 2 C-22 CITY STANDARD DETAILS — 3 C-23 WDSOT DETAILS — I C-24 WDSOT DETAILS — 2 C-25 WDSOT DETAILS — 3 C-26 WDSOT DETAILS AND CIVIL DETAILS TRAFF I C CONTROL TC—I TRAFFIC CONTROL REQUIREMENTS DAYTON STREET TC— 2 TRAFFIC CONTROL REQUIREMENTS OTHER STREETS EROSION CONTROL EC— I EROSION CONTROL LEGEND, NOTES &DETAILS EC-2 EROSION CONTROL PLAN — I EC-3 EROSION CONTROL PLAN — 2 EC-4 EROSION CONTROL PLAN — 3 EC-5 EROSION CONTROL PLAN — 4 AUSOl x 2707 Colby Avenue, Suite 1110 PHONE 425.252.90M Everett, Washington 98201-3566 FAX 425.252.8V 2011 WATERLINE REPLACEMENT PROGRAM JUNE 2011 RECORD DRAWINGS THIS DRAWING IS FOR RECORD PURPOSES ONLY, AND HAS BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS RELATIVE TO REPORTED CONSTRUCTED CONDITIONS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, MURRAY, SMITH & ASSOCIATES, INC. MAKES NO ASSURANCES, STATED OR IMPLIED, AS TO THE ACCURACY OF TH I S DRAW I NG. THOSE RELY I NG ON TH I S RECORD DRAWING FOR ANY PURPOSE ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY. CONTRACT MODIFICATION INFORMATION, FABRICATOR'S SHOP DRAWINGS AND OTHER PROJECT SUBMITTAL INFORMATION PROVIDED BY THE CONTRACTOR WHICH FURTHER CLARIFY DETAILS OF CONSTRUCTION MAY BE ON FILE. SEE ORIGINAL CONTRACT DRAWINGS FOR ENGINEER'S SEAL AND SIGNATURES. VERSION 4.0 12-9-97 PROJECT SITE*a, 0 1111FAM 0 .I VICINITY MAP SCALE: 1 "=2500' OF RECORD DRAWINGS C-1— I C-2 d- 0 co ON ST LOCATION MAP SCALE: NTS Know what's below. Call before you dig. 1— 1 196.202 ABBREVIATIONS LEGEND U Un 00 U N 0 N N N CD J m N CD Q0 w / Q w w z w 0 / cn a) / Q / 0 Q / Qo / cn 0 E Q �I AC ASPHALTIC CONCRETE MATL(S) MATER I AL(S) ABAN ABANDONED) MAX MAXIMUM ADWF AVERAGE DRY WEATHER FLOW MFR(S) MANUFACTURER('S) AL ALUMINUM MH MANHOLE APPROX APPROXIMATELY MIN MINIMUM APPVD APPROVED MJ MECHANICAL JOINT ASSY ASSEMBLY ARV AIR RELEASE VALVE NTS NOT TO SCALE BETW BETWEEN OC ON CENTER BM BENCHMARK OVHD OVERHEAD LINE BTM BOTTOM PWR POWER CENTER LINE PE PLAIN END CI CAST IRON R PLATE CL CLASS P/L PROPERTY LINE CLR CLEARANCE PRESS PRESSURE COE CITY OF EDM ONDS PROP PROPOSED CONC CONCRETE PS PUMP STATION CONST CONSTRUCTION PV PLUG VALVE COP COPPER PVC POLYVINYL CHLORIDE CPLG COUPLING PVMT PAVEMENT CR CRUSHED ROCK CV CHECK VALVE RCP REINFORCED CONCRETE PIPE CY CUBIC YARD RD ROAD RDCR REDUCER D DRAIN RE I NF RE I NFORCE(D ( I NG)(MENT) DET DETAIL RESTR RESTRAINED DI DUCTILE IRON REQ'D REQUIRED DIA DIAMETER RFCA RESTRAINED FLANGE COUPLING ADAPTOR DWG DRAWING RSGV RESILIENT SEATED GATE VALVE R/W RIGHT OF WAY EA EACH EL ELEVATION Sc SCREW ELEC/E ELECTRICAL SCHED SCHEDULE EQ EQUAL SD STORM DRAIN EQUIP EQUIPMENT SHT(S) SHEET(S) EXIST EXISTING SL/SLP SLOPE EG EXISTING GRADE SLV SLEEVE SPECS SPECIFICATIONS FAB FABRICATE SPL SPOOL FD FLOOR DRAIN SQ SQUARE FH FIRE HYDRANT SQ FT SQUARE FOOT FIN GR FINISHED GRADE SS SANITARY SEWER FLG FLANGE(D) SST STAINLESS STEEL FM FORCE MAIN STA STATION FT FOOT STL STEEL FTG FITTING STD STANDARD SVC SERVICE G GAS S/W SIDEWALK GALV GALVANIZED GR GRADE T TELEPHONE GV GATE VALVE TB THRUST BLOCK TEMP TEMPORARY HDPE HIGH DENSITY POLYETHYLENE THRU THROUGH HORIZ HORIZONTAL TYP TYPICAL H WY HIGHWAY HP HIGH PRESSURE UG UNDERGROUND UNKN UNKNOWN ID INSIDE DIAMETER I INVERT ELEVATION VERT VERTICALLY) INSTL INSTALL W WATER LAT LATERAL W/ WITH LF LINEAL FEET W/ I N WITHIN LP LOW PRESSURE W/0 WITHOUT LTF LENGTH TO FIT SECTION AND DETAIL DESIGNATIONS SECTION DESIGNATIONS DETAIL DESIGNATIONS SECTION LETTER DESIGNATION LY^A 2 SHEET WHERE SECT I ON I S SHOWN SECT SECTION LETTER DESIGNATION SHEET FROM WH I CH SECT I ON WAS TAKEN * * NOTE: I F PLAN AND SECT I ON FOR DETA I L CALL —OUT AND DETA I L ARE SHOWN ON THE SAME DRAW I NG, DRAW I NG NUMBER I S REPLACED W I TH A DASH. 06 20 12 GMT I RECORD DRAWING NO. DATE BY REVISION WATERLINE ELECTRICITY GAS TELEPHONE/TELEMETRY CABLE TELEVISION SANITARY SEWER LINE SANITARY SEWER FORCE MAIN STORM DRAIN CULVERT ABANDON PIPE DRAINAGE DITCH FENCE CHAIN LINK FENCE TEMPORARY SILT FENCE GUARDRAIL ROCK WALL TREE/BUSH LINE CENTERLINE EASEMENT/PROPERTY LINE R I GHT—OF—WAY EDGE OF PAVEMENT/AC EDGE OF GRAVEL CURB SIDEWALK STRUCTURE OR FACILITY CONTOUR MINOR CONTOUR MAJOR EXISTING PROPOSED EXISTING PROPOSED ---- 611W ---- 1211W MANHOLE O — — E — — — — — CLEAN —OUT O — — — — 4"G — — — — CATCH BASIN/FIELD INLET 0 O -----T----- TYPE 2 CATCH BASIN 6 — — — —CATV— — — — THRUST BLOCK 0 — — 8"SS — — — — VALVE 9 6"I= M GAS VALVE — — — — 8'' SD — — — — AIR INJECTION ASSEMBLY — BLOW —OFF ASSEMBLY —_c_0 �+ 7L/_/7'_ 1-4-/— AIR RELEASE ASSEMBLY FIRE HYDRANT ASSEMBLY _FH Ak x x x WATER METER EF] Is JUNCTION BOX n n UTILITY POLE —0— °n n n n n n n n n n n n GUY WIRE &-- LIGHT POST POWER VAULT ❑0 — — MAILBOX LJ SIGN —� BENCH MARK TREE DECIDUOUS C2 TREE CONIFEROUS WATER FITTINGS T ITI S/W/W EDGE OF CONCRETE PANELS WATER SAMPLING STATION ___-200� MISCELLANEOUS PIPING SYMBOLS. ( D RESTRAINED JOIN. PIPE DETAIL NUMBER SHEET WHERE DETA I L I S SHOWN DETA I L eSHEET SCALE: FROM WHICH DETAIL IS CALLED OUT DESIGN SURVEY NOTES: INSTRUMENT: TOPCON GPT 3000W TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130— 090 DATE OF SURVEY: FEBRUARY 2011 BASIS OF BEARING: 5th AVE SOUTH (NO1 °00'44"E) SITE SURVEY BETWEEN NE CORNER OF SECTION 26-27N-03E AND THE NORTHERN MONUMENT ON 5th AVE S AND PINE STREET. MAJORITY OF SURVEYS FOUND RECORD BEARING WAS N00°39'00"W. ROTATION ANGLE IS (1 °39'44" LEFT) BENCHMARK: SNOHOMISH COUNTY BENCH MARK #V-297 BRASS DISK IN CONCRETE ALONG 5th STREET BETWEEN MAIN STREET AND BELL STREET. BRASS DISK SET VERTICALLY IN THE CONCRETE WALL OF THE EDMONDS MUSEUM. 0.5' NORTH OF THE SOUTHWEST CORNER OF BUILDING. 48' EAST OF CENTERLINE OF 5th STREET AND ABOUT 2' HIGHER THAN THE GROUND SURFACE. ELEVATION = 69.84' (NAVD 88) 1 °39'44" RECORD DRAWING SEE DISCLAIMER, SHEET 1. VERSION 4.1 12-9-97 NOTICE GMT ARU — 'ff� i�&�� LV EL)tw �,�� ""J CITY OF EDMON DS SHEET ° 1 DESIGNED_ HCM �¢ orM � ° 1ia6 - - = - - _ 2011 WATERLINE ABBREVIATIONS, LEGEND AND G-2 DRAWN -_ sirM Bo Ls IF THIS BAR DOES _ _ — — REPLACEMENT NOT MEASURE 1" THEN DRAWING IS CEB CHECKED ° G STEgE9 4 �:S&GNALE�G�� _ _ 2707 Colby Avenue, Suite 1110 PHONE 425.252.9003 s PROGRAM NOT TO SCALE �Z Everett, Washington 98201-3566 FAX 425.252.8853 �C. 2 OF 36 bl2ol 13,E PROJECT NO.: I I - 1196.202 SCALE: AS SHOWN DATE: DUNJ2O GENERAL NOTES: cn cn 00 U 00 0 N Q0 Un z z w CD c� Q0 cry z z w CD Q0 m w / Q w w z w c� a) / 4- n 0 Q / 0 Q / Qo / cn 0 Q �I > / 1. ALL MATER I ALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE C I TY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: - CURRENT INTERNATIONAL BUILDING CODE (IBC) - 2010 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORM WATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 2. STANDARD PLANS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAW I NGS AND SHALL SUMMAR I ZE ALL AS-BU I LT COND I T I ONS ON ONE SET OF REPRODUC I BLE DRAW I NG FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAW I NGS SHALL BE SUBM I TTED TO THE C I TY OF EDMONDS PR I OR TO F I NAL PROJECT APPROVAL. 6. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. 7. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1- 800- 424- 5555) AT LEAST 2 BUSINESS DAYS PRIOR TO CONSTRUCTION. 8. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 9. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. 10. SEGMENTS OF THE WORK MAY BE PERFORMED UNDER HIGH VOLTAGE ELECTRICAL OVERHEAD POWER LINES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE WORK IN A SAFE MANNER AND IN ACCORDANCE WITH ANY REQUIREMENTS SET FORTH BY THE UTILITY OWNER AND APPLICABLE LAWS AND REGULATIONS. 11. RELOCATIONS AND/OR REPLACEMENTS OF EXISTING UTILITIES SHALL BE COORDINATED BY THE CONTRACTOR WITH THE UTILITY OWNER. CONTRACTOR SHALL CONTACT, SCHEDULE, AND ESTABLISH UTILITY SHUT DOWN TIMES AND DETERMINE THE RELOCATION AND/OR REPLACEMENT REQUIREMENTS OF EXISTING UTILITIES PRIOR TO THE START OF ANY WORK. THE UTILITY SHALL BE RELOCATED OR REPLACED TO THE SATISFACTION OF THE UTILITY OWNER. 12. CONTRACTOR SHALL KEEP ALL CONSTRUCTION ACTIVITIES WITHIN THE ROW AND EASEMENTS FOR THIS PROJECT AS SHOWN. THIS INCLUDES, BUT IS NOT LIMITED TO, VEHICLES AND EQUIPMENT, LIMITS OF TRENCH EXCAVATION, STOCKPILED EXCAVATED MATERIAL, BACKF I LL MATERIAL, AND PIPE MATERIAL. IF THE CONTRACTOR REQUIRES ADDITIONAL CONSTRUCTION EASEMENTS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN SUCH EASEMENTS FROM INDIVIDUAL PROPERTY OWNERS AND BEAR ALL ASSOCIATED COSTS. 13. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT IMPROVEMENTS FROM DAMAGE AND ALL SUCH IMPROVEMENTS OR STRUCTURES DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE RECONSTRUCTED TO THE SATISFACTION OF THE OWNER AT THE EXPENSE OF THE CONTRACTOR. 14. EXCAVATION SHALL MEET THE REQUIREMENTS OF OSHA 29 CFR PART 1926, SUBPART P, EXCAVATIONS. ACTUAL SLOPES SHALL NOT EXCEED THE MAXIMUM ALLOWABLE SLOPES. 15. POWER POLES AND TELEPHONE POLES LOCATED ADJACENT TO THE TRENCH MAY REQUIRE SUPPORT WH I LE THE TRENCH I S OPEN. CONTRACTOR SHALL COORD I NATE SUPPORT OF POLES W I TH THE OWNER OF THE FACILITY AND PROVIDE SUPPORT AT NO ADDITIONAL COST TO THE OWNER. 16. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS, OR ANY INCONSISTENCIES OR AMBIGUITIES BETWEEN THE DRAWINGS AND OTHER COMPONENTS OF THE CONTRACT DOCUMENTS SHALL BE IMMEDIATELY REPORTED IN WRITING TO THE ENGINEER. THE ENGINEER WILL PROMPTLY CORRECT INCONSISTENCIES OR AMBIGUITIES IN WRITING. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES WITHOUT A WRITTEN REPORT AND RESPONSE FROM THE ENGINEER, SHALL BE DONE AT THE CONTRACTOR'S RISK AND EXPENSE. 17. ALL D I MENS I ONS, I NCLUD I NG, BUT NOT L I M I TED TO ELEVAT I ONS, STAT I ONS, AND D I STANCES ARE I N STANDARD ENGLISH UNITS. 18. PROTECT EXISTING FACILITIES AND IMPROVEMENTS FROM DAMAGE. USE CARE WHEN EXCAVATING ADJACENT TO EXISTING MANHOLES AND PIPELINE. BRACING MAY BE REQUIRED. 19. SMALL DIAMETER WATER, GAS, AND TELEPHONE CROSSINGS ARE SHOWN AT APPROXIMATE DEPTH. THE ACTUAL DEPTHS OF THE CROSSINGS IS LIKELY TO BE DIFFERENT FROM THAT SHOWN. 20. ALL CALLOUTS AND NOTES ARE DIRECTED TO THE CONTRACTOR UNLESS SPECIFICALLY STATED OTHERWISE. 1 06 20 12 GMT RECORD DRAWING NO. DATE BY REVISION NOTICE ' /-1A A T 0 1 ur-31UNtu HCM DRAWN y IF THIS BAR DOES NOT MEASURE 1" CEB A THEN DRAWING IS CHECKED NOT TO SCALE T. o� 21. PROTECTION OF THE ENVIRONMENT: NO CONSTRUCTION RELATED ACTIVITY SHALL CONTRIBUTE TO THE DEGRADATION OF THE ENVIRONMENT, ALLOW MATERIAL TO ENTER SURFACE OR GROUND WATERS, OR ALLOW PARTICULATE EMISSIONS TO THE ATMOSPHERE, WHICH EXCEED STATE OR FEDERAL STANDARDS. ANY ACTIONS THAT POTENTIALLY ALLOW A DISCHARGE TO STATE WATERS MUST HAVE PRIOR APPROVAL OF THE STATE OF WASH I NGTON, DEPARTMENT OF ECOLOGY. 22. CONSTRUCTION SHALL BE CONDUCTED IN STRICT ACCORDANCE WITH PERMIT RESTRICTIONS AND PUBLIC FACILITY ACCESS RESTRICTIONS. 23. CONTRACTOR SHALL OBTAIN AND THE CITY SHALL PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL IMPROVEMENTS INDICATED ON THESE DRAWINGS. 24. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 25. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, WALLS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 26. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHALL. 27. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. 28. THE DAY BEFORE EACH UTILITY CONNECTION, THE CONTRACTOR SHALL EXPOSE AND LOCATE CONNECTION POINTS AND PRE -ASSEMBLE ALL FITTINGS AND VALVES THAT ARE NECESSARY FOR THAT CONNECTION. 29. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. 30. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. 31. THE CITY OF EDMONDS CONSTRUCTION PLANS AND DETAILS PROVIDED AS PART OF THESE PLANS SHALL SUPERCEDE THE CITY OF EDMONDS STANDARD PLANS AND DETAILS. 32. EXISTING WATER SERVICE LINES ARE ANTICIPATED TO BE CONSTRUCTED OF VARYING MATERIALS, INCLUDING, BUT NOT LIMITED TO, GALVANIZED IRON, PVC, COPPER AND PE. CONTRACTOR SHALL PROVIDE FITTINGS AND ANY MATERIALS NECESSARY TO CONNECT PROPOSED WATER SERVICE TO EXISTING WATER SERVICE LINE. 33. CONTRACTOR SHALL CONNECT TO THE EXISTING WATER SERVICE LINE ON THE PRIVATE PROPERTY SIDE OF THE EXISTING WATER METER WHEN A PROPOSED METER IS INSTALLED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. CONTRACTOR SHALL REMOVE EXISTING WATER METER AND METER BOX AND RESTORE THE AREA TO MATCH THE SURROUNDING AREA (E.G. HYDROSEED, SOD, MULCH, SIDEWALK, ETC.). 34. WATER SERVICES SHALL BE BORED. 35. PROPOSED WATER METER, BLOW -OFF, AND AIR RELEASE VALVE ASSEMBLY LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY. CONTRACTOR SHALL COORDINATE WITH THE CITY INSPECTOR IN THE FIELD FOR F I NAL LOCAT I ON OF THESE. 36. SIGNING, FLAGGING AND TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THESE STANDARDS, THE WSDOT TRAFFIC MANUAL AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 37. THE TRAFFIC CONTROL ALONG DAYTON STREET AND 5TH AVENUE SHALL MAINTAIN TWO-WAY TRAFFIC WITH AT LEAST ONE LANE OPEN IN EACH DIRECTION. TRAFFIC CONTROL ON ALL OTHER STREETS SHALL BE EXECUTED SO THAT ONE LANE OF TRAFFIC SHALL REMAIN OPEN AT ALL TIMES, ATTENDED BY FLAGMEN AND APPROPRIATE CONSTRUCTION SIGNING PROVIDED. THE ROAD SHALL BE RESTORED TO TWO-WAY TRAFF I C AT THE END OF EACH WORK I NG DAY. 38. EXISTING DRAINAGE DITCHES, CULVERTS, ETC., SHALL BE KEPT CLEAN AT ALL TIMES. TEMPORARY DIVERSION OF ANY DRAINAGE PIPE WILL NOT BE PERMITTED WITHOUT THE CONSENT OF THE ENGINEER. ANY DRAINAGE CULVERT, PIPE, CATCH BASIN, MANHOLE OR OTHER DRAINAGE STRUCTURE OR APPURTENANCE DISTURBED BY EXCAVATION SHALL BE REPLACED WITH NEW MATERIAL OR REPAIRED TO THE SATISFACTION OF THE ENGINEER. TEMPORARY EROSION/SEDIMENTATION CONTROL MEASURES SHALL BE EMPLOYED TO PROTECT ADJACENT PROPERTY AND STORM DRAINAGE FACILITIES. 39. IF, IN THE OPINION OF THE ENGINEER, WEATHER CONDITIONS DETERIORATE TO THE POINT WHERE THE TRAVELED ROADWAYS ARE UNSAFE FOR THE PUBLIC OR DETRIMENTAL TO THE RESTORATION OF THE ROADWAY, EXCAVATION SHALL CEASE IMMEDIATELY AND CLEANUP SHALL BE PROMPTLY ACCOMPLISHED. 48246 v 4 iIS TEg4'9 S1S4'� NAL E�� OIl2 b�2 A&A dates UU1111AIJ 2707 Colby Avenue, Suite 1110 PHONE 425.252.9003 Everett, Washington 98201-3566 FAX 425.252.8853 -t OF E°ti,o 40. ALL P I PE OR OTHER MATER I AL STORED ALONG THE C I TY'S R I GHT-OF-WAY MUST BE PLACED AT A SAFE DISTANCE FROM THE TRAVELED ROADWAY IN SUCH A MANNER AS TO AVOID FALLING ONTO THE ROADWAY. 41. ALL EXCESS OR UNSUITABLE MATERIAL SHALL BE DISPOSED OF PROPERLY OFFSITE. 42. FINAL CLEANUP SHALL CONSIST OF COMPLETE RESTORATION OF THE PROJECT SITE, SHOULDERS, CLEANING OF DITCHES, CULVERTS AND CATCH BASINS, AND REMOVAL OF LOOSE MATERIAL FROM BACK SLOPES OF DITCHES TO PRECONSTRUCTION CONDITION. 43. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 44. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 45. THE CONTRACTOR SHALL KEEP STREETS CLEAN AT ALL T I MES BY SWEEP I NG. WASH I NG OF THESE STREETS WILL NOT BE ALLOWED. 46. CONTRACTOR TO PAINT CURB YELLOW 15' BOTH SIDES OF HYDRANT INSTALLED LOCATION TO DEMARCATE NO PARKING. PRODUCTS USED FOR TH IS PROJECT SHALL BE U.S. MADE. OWNER RESERVES THE R I GHT TO APPROVE OR D I SAPPROVE FORE I GN-MADE PRODUCTS. CITY OF EDMONDS 2011 WATERLINE REPLACEMENT PROGRAM -,�VC 1 S90 GENERAL NOTES PROJECT NO.: 11- 1 196.202 SCALE: AS SHOWN' DATE: RECORD DRAWING SEE DISCLAIMER, SHEET 1. VERSION 4.1 12-9-97 SHEET G-3 3 OF 36 JUNE 2011 z n I- U Q0 I I n n U / / cn cn Q 0 Q U Q0 / U) 4- 0 Q > FURNISH & INSTALL: TEMP 12" PLUG & TB EXIST 12 DI WATER MAIN EXIST ST 12" GV —� x EXIST 8" DI J WATER MAIN TESTING CONFIGURATION EXIST 12" DI-' WATER MAIN STA A2+32, 7.8'R CONNECT TO EXIST 12" DI \ FURNISH & INSTALL: \ 1 — 1 2" 450 BEND, MJxMJ ` 2-12" DI PIPE, LTF \ _ 2—TB SEE DET (A), TH IS SHT Q 1 1-12" DI SLEEVE ,, X O NEW 1211 DI PIPE / / / 36SS \ \ PER PLAN \A.Z+00 CONNECT TO EXIST 12" GV NEW 12" DI PIPE PER PLAN 12" DI SLEEVE ABAN EXIST 8" D I WATER MAIN FINAL CONFIGURATION 0 CONNECTION TO EXISTING SYSTEM NTs STA A2+32, 7.8' R NEW 12" D I PIPE PER PLAN � EXIST 8" DI NEW 8" DI PIPE WATER MAIN PER PLAN FURNISH & INSTALL: TEMP 8" PLUG & TB REMOVE EXIST GV TESTING CONFIGURATION ABAN EXIST 8" D I WATER MAIN REMOVE TEMP CAP. CUT & REMOVE PIPE AS NEEDED TO CONNECT TO EXIST 8" DI 8" 45° VERT BEND NEW 8" DI PIPE PER PLAN FINAL CONFIGURATION CONNECTION TO EXISTING SYSTEM( B NTs STA A2+74, 8.7' R; STA A5+89, 9.4' R NOTES: 1. DEPTHS OF EXISTING UTILITIES ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE DATA AT THE TIME OF DESIGN. CONTRACTOR SHALL POTHOLE EXISTING UTILITIES A MINIMUM OF 200 FEET AHEAD OF WATER MAIN CONSTRUCTION TO VERIFY DEPTHS AT CROSSINGS AND CONNECTIONS. NOTICE 0 Y2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS LNO. 06 20 12 GMT RECORD DRAW I NG NOT TO SCALE DATE BY REVISION jSTORM MANHOLE / RIM=11.69' / CTR LID 1.5' NE 24" FL=2.7' \ Ciro RIM=11.95' CTR LID 2.0' NE / RECENTLY CONSTRUCTED —\x // STA A2+74, 8.71R ? CONNECT TO EX I ST 8" D I — FURN I SH & INSTALL: I — 1 2"x8" TEE, FLGxFLG 2— 12'' RSGV, FLGxMJ A 2-8" 450 VERT BEND 1-8'' RSGV, FLGxMJ 2-8" D I P I PE, LTF 1-8" D I LONG BODY SLEEVE —TB SEE DET (B), TH IS SHT we, 5 GMT �¢ oM WASRU DESIGNED �.,, HCM y ° vp DRAWN C E B 14 48246 ¢ CHECKED �° �sBGISTEg��tii4� SIGNAL e�2 Annnnv f-1AC1 C- � I / STORM CATCH BASIN RIM=10.42' ix" 1 v112"x{r 8" TEE,MJxFLG CONTRACTOR TO REMOVE —{r' 8" RSGV, FLGxMJ EX I ST F I RE HYDRANT, CAP 3--L' 8" D I P I PE, LTF & ABAN PIPE IN PLACE 2--&� 8" 450 BEND, MJ —{r' 8" D I LONG BODY SLEEVE 3—TB PLAN SCALE: 1 "=20' NOTE: CONTRACTOR TO ENSURE THAT PSE HAS COMPLETED GAS LINE REPLACEMENT IN DAYTON STREET PRIOR TO BEGINNING CONSTRUCTION. O N + Q CV Q U LJ w W C/) Z LLJ W 2 U CQ G NOTE: 1. EXISTING ASPHALTIC CONCRETE ROADWAY APPROX I MATELY 3 1 NCH TH I CK, FOUND APPROX I MATELY 2 FEET BELOW GRADE I N DAYTON STREET. 2. PRIOR TO PLACING THE HMA OVERLAY, THE CONTRACTOR SHALL REMOVE ALL WATER VALVE BOXES AND EXTENSIONS ALONG THE ABANDONED MAIN AND BACKF I LL WITH CDF. A2+00 A2+20 A2+40 A2+60 A2+80 A3+00 A3+20 A3+40 A3+60 A3+80 A4+00 A4+20 A4+40 A4+60 A4+80 A5+00 A5+20 o PROF I LE SCALE: I "=20' HOR I Z, I "=5' VERT OV E0A1 • 0 aN 6&A lace `• i1 ates, • 2707 Colby Avenue, Suite 1110 PHONE 425.252.9003 Everett, Washington 98201-3566 FAX 425.252.8853 CITY OF EDMON DS 2011 WATERLINE REPLACEMENT PROGRAM wk 5 WATERLINE PLAN & PROFILE DAYTON STREET STA A2 +32 - STA A5 + 20 SCHEDULE A PROJECT NO.: I I - 1 196.202 1 SCALE: AS SHOWN I DATE: RECORD DRAWING SEE DISCLAIMER, SHEET 1. VERSION 4.1 12-9-97 SHEET C-1 JUNE 2011 4 OF 36 U) cn 00 U n 0 N 0 N N N Q0 z n I- cn Q 0 N I I I J Q 0 N I �o 0� I I U cn Q) Q Q Q0 cn 0 0 Cl_ -4-I STA A5+78, 9.4'R A FURN I SH & I NSTALL: 1— 12"x8" TEE, FLGxFLG I — 12" RSGV, FLGxMJ 1-8" RSGV, FLGxMJ STORM CATCH BASIN I — 12" ADPTR, FLGxMJ RIM=9.15' 1-8" D I P I PE, APPROX 32' I� �RIM=9.77' �QTR SIN�Z�� 1.5' N 2—TB I —TEMP BLOW —OFF ASSY O / N Q cn V) o cn _ A6+00 = W (3)T 2n D I Lj L11I I11-1 RTOR9 0I BASIN W U STORM CATCH BASIN TYPE 2 I RIM=9.90' ) STORM CATCH BASIN TYPE 2 RIM=10.74' =10.02' I Jiv RIM=10.6nivi uni - 6' CTR LID 1.5' E IE 24" W=2.0' IE 24" E_2.2'— APPROX STA A5+89+/-, 9.4'R 0 VERIFY LOCATION OF EXIST 8" WATER PRIOR TO CONNECTION CONNECT 8" DI TO EXIST 8" DI FURNISH & INSTALL: 1— 12"x8" TEE, FLGxFLG I — 12" RSGV, FLGxMJ 1-8" RSGV, MJ — 12" ADPTR, FLGxMJ 1-8" D I P I PE, APROX 18' 1-8" D I LONG BODY SLEEVE, RESTR I —TB SEE DET (B), SHT C— 1 2-8" 450 VERT BEND, MJ Z STA A7+ 16, 20.8' L FURNISH & INSTALL: — CB (TYPE— I ) -6+ 58 LF 12" DI RI -9.80' IE 10" W=6.1 —6"FM — Ss . 411G — �II — cn Io � — I A7+00 24"SD -(3)T = BORE EB-7 . =(3)TI- - -8"SS sc El / SSC NSTALL I " WATER SERV I CE CONNECTION & METER PER DET E7.6, SHT C-22 (TYP) PLAN SCALE: 1 "=20' ZN STORM CATCH BASIN STA A7+53, 9.71R Ck_ FURNISH & INSTALL: I —FH ASSY W/MJxFLG TEE SEE DET E7. 1, SHT C-22, TYP STORM MANHO SEWER MANHOLE RIM=11.28 W RIM=11.44' ( / / RIM=10.44" CTR LID 1.5' / \ 24" FL_ 4.5' / 1 18=C LD NOT READ STORM CATCH BASIN S� RIM=10.99 . 6 FM (3)UGP �= 6 SS — —8 S A8+9 STOR C BASIN \ RIM=10.74' 48'1SS — -_1_8 11 S FOUND MONUMENT IN CASE, N 299195.63 E 1259596.78 8 C W 2" BRASS DISC W/ PUNCH, 0.65' DOWN @ CL OF SUNSET & DAYTON ST. VISITED MARCH 2O05. BASIN STA A8+69, 18.1'R Q CONNECT 12" D I TO EX I ST 8" C FURNISH & I NSTALL: — 12'' 450 BEND, MJxMJ — 12'' RSGV, FLGxMJ E, FLGxFLG 1-12"x8" RDCR, FLGxMJ 3-12'' DI PIPE, LTF 1-8" DI PIPE, LTF 2 8'' 9 1 LONG onnv SLEEVE 2—TB SEE DET (C), TH IS SHT I — 12'' BFV, MJ I — 12'' 450 BEND, FLGxMJ NEW 12 DI PIPE PER PLAN EXIST 8" DI WATER MAIN FURNISH & INSTALL: TEMP 12" PLUG & TB ti TESTING CONFIGURATION 12" BFV 12" G V EXIST 8" CI WATER MAIN NEW 12IDI PIPE PER PLAN ABAN EXIST CONNECT TO 8 D I WATER MAIN EXIST 8 CI W FINAL CONFIGURATION CONNECTION TO EXISTING SYSTEM NTS STA A8+7 1, 18.31 R NOTE: 1. EXISTING ASPHALTIC CONCRETE ROADWAY APPROX I MATELY 3 1 NCH TH I CK, FOUND APPROX I MATELY 2 FEET BELOW GRADE I N DAYTON STREET. 20 20 2. PR I OR TO PLAC I NG THE HMA OVERLAY, THE J o J CC w CONTRACTOR SHALL REMOVE ALL WATER VALVE BOXES AND N _ cnEXTENS I ONS ALONG THE ABANDONED MA I N AND BACKF I LL + `V z "—'�,� w II = 36II SD CONVERTEDW I TH CDF. 15 — — ROAD °m o � :D co TO FIBER 56CER OPTIC 15Q@ x 0i w IT I Q U x x X a cn x! W x (nUQ m� �, x W FIBER OPTIC 6 COVER W W W _ W — W _ _ 10 W - _ 10 Ld = 58 LF 12' D 1 SD @ 1 0 °0° '`' 12" D I 35 I L � Z ° LLc) 10 0°0 0 W W — � J 5 C) 14" 5 Q o 0 0 A5+20 A5+40 A5+60 A5+80 A6+00 A6+20 A6+40 A6+60 A6+80 A7+00 A7+20 A7+40 A7+60 A7+80 A8+00 A8+20 A8+40 A8+60 A8+80 A9+00 RECORD NOTES: DRAWING SEE DISCLAIMER,SHEET 1. DEPTHS OF EXISTING UTILITIES ARE APPROXIMATE AND BASED ON THE 1. BEST AVAILABLE DATA AT THE TIME OF DESIGN. CONTRACTOR SHALL o PROF I LE POTHOLE EXISTING UTILITIES A MINIMUM OF 200 FEET AHEAD OF WATER VERSION 4.1 MAIN CONSTRUCTION TO VERIFY DEPTHS AT CROSSINGS AND CONNECTIONS. SCALE: I "=20' HOR I Z, I "=5' VERT 12-9-97 NOTICE JAK ARU L� EL)A"0 ti'� '�'n WATERLINE PLAN & PROFILE SHEET DESIGNED ¢ or �` '� �� ' -, `J CITY OF EDMON DS 0 1 1 . �o� AA_ DAYTON STREET H CM - �� 2011 WATERLINE C-2 DRAWN = _ -_ STA A5+20 - STA A9+00 IF THIS BAR DOES CEB ��'o __ __ _ _ s REPLACEMENT SCHEDULE A NOT MEASURE 1" THEN DRAWING IS CHECKED �BGSTEgE9 ��4 �ssIpNAL� __ — _ 2707 Colby Avenue, Suite 1110 PHONE 425.252.9003 PROGRAM 1 06 20 12 GMT RECORD DRAW I NG NOT TO SCALE �Z Everett, Washington 98201-3566 FAX 425.252.8853 � � �c. 5 of 36 N0. DATE BY REVISION (ol 13,E PROJECT NO.: 11- 1 196.202 SCALE: AS SHOWN I DATE: JUNE 2011 cn J 00 U n Qo Ln N 0 N 7D Q 0 z J cn i a_ / U Q) Q / 0 Q Q0 J) / cn 0 Q I > Eal V R=29'�X R=22' - �.0, \ \ GRIND LIMITS \ 0 0 / N / Q / / O N + C0 a w Q — > m Q — ww wz cn — 2 U H Q N i Q cn cc + N Q C 2 2 6 - 0 ° = LLJ 10 + N� IP Q Cn wLLJ Q a' 12 Q GRIND LIMITS N w J� �m BCD N N I C/) r cc - m cn cn 00=D Lo X Nm W + U Lj + ~ c CB#20 TYPE 1 o o Q STA. 7+ 18.66, 22' L ¢ Q �, cn w 11 2" GRIND & OVERLAY, SEE DET, TH IS SHT PLAN SCALE: I "=20' INSTALL PUSH BUTTON, W/ PPB POST EXTENSION ARM, SEE DET, SHT C-23 BASE OF RAMP 4' FROM EXIST ELECTRICAL VAULT 01 W. DAYTON ST 9 Ln 1 j A7+00 tA8+00 1 1 3 T - BOR EB-7 O 1 3 PLAN SCALE: I "=20' 1 06 20 12 GMT I RECORD DRAWING NO. DATE BY REVISION co + Q V) �� V) N X °° x + (n LLJ + 'L' Z = cn = Q -� C) wa oQ crn m V) L° 10 DAYTON ST 1Ln A4+00 — ; — ! — 1 0 2" GRIND & OVERLAY, SEE DET, TH IS SHT CURB RAMP TYPE PARALLEL 'A PER WSDOT STD PLAN F-40.12-01 A5+00 A6+00 - 1 - 1 - - - i 6 3� 3 + N + Ln Q cn Q 20 10 0 20 40 SCALE IN FEET ADJUST BOX AND INSTALL NONSKID LID � SIDEWALKRAMP TYPE DIAGONAL Y-ORIENTED PARALLEL / PER DET, SHT C-26 (VERIFY L CATION W/ENGINEER) 5 $ I I I I I I I I I I REPLACE 11 GRATE WITH ADA RATED GRATE Ljjeo--N � A8+91 o a O � s GRIND LIMITS I I EXIST 5 IRRIGATION SYSTEM ADJUST BOX �� 5 AND INSTALL SIDEWALK RAMP TYPE N NONSKID LID cnDIAGONALLY ORIENTED PARALLEL PER DET, SHT C-26 (VERIFY LOCATION W/ENGINEER) 20 10 0 20 ao INSTALL PU H BUTTON, W/ PPB POST SCALE IN FEET EXTENSION RM, SEE DET, SHT C-2 NOTICE JAK 0 Y2 1 DESIGNEC HCM DRAWN IF THIS BAR DOES NOT MEASURE 1" CEB THEN DRAWING IS CHECKED NOT TO SCALE FM' T. oV WA; 48246 v 4 11STV, S1S4'� ANAL b�2 A&A dat5lince �UU1111AIJ 2707 Colby Avenue, Suite 1110 PHONE 425.252.9003 Everett, Washington 98201-3566 FAX 425.252.8853 R/W GRIND LIMITS 30' 12 ' GENERAL NOTES: I. ALL JOINTS BETWEEN NEW AND EXISTING ASPHALT SHALL BE SEALED W I TH HOT L I QU I D ASPHALT. 2. REPLACE EXISTING SIGNAL LOOPS. CONSTRUCTION NOTES: 01 TWO-WAY LEFT TURN STR I PE (YELLOW) W/TYPE 2YY RPM \ PER COE DIETS E3. 1.1 & E3. 1, SHT C-2 I O2 DOUBLE CENTERL I NE (YELLOW, NARROW PATTERN) PER COE DIETS E3. 1.1 & E3. 1, SHT C-2 I O (V O3 WIDE LANE LINE (WHITE) + PER COE DIETS E3. 1.1 & E3. 1, SHT C-2 I CD Q ® RAILROAD CROSSING SYMBOL PER WSDOT STD PLAN M- 1 1. 10-0 1, SHT C-25 - 5 O 24" WHITE TRAVERSE LINE w PER WSDOT STD PLAN M- 1 1. 10-0 1, SHT C-25 w z w w cf) © THERMOPLASTIC CROSSWALK PER COE DET E3.2, SHT C-21, _ CENTER ON RAMP J 2 O7 TRAFFIC ARROW PER WSDOT STD PLAN M-24.40-01, SHT _ C-24 0 Q ® CROSSWALK PER WSDOT STD PLAN M- 15. 10-01, SHT C-26 O INSTALL INDUCTION LOOPS (TYPE 3) PER WSDOT STD PLAN J-8C & J-8D, SHTS C-24 & C-25 10 REMOVE EXISTING SIDEWALK (FULL PANEL) AND INSTALL NEW S I DEWALK PER COE STD DET E2. 13, SHT C-20 11 REMOVE AND REPLACE CURB AND GUTTER PER COE STD DET E2.8., C-20 12 REPLACE TRAFFIC LETTERS WITH PLASTIC TRAFFIC LETTERS TL ROAD 30' 22' +/- VAR I ES 19' M I N. 30' MAX. MATCH EXIST CONC GUTTER CLEAN FACE OF GUTTER AND APPLY TACK COAT / /Z - r-m-rrTrr�---------�- !� COMPACTED SUB GRADE SEE NOTE 1 GENERAL NOTES CONSTRUCTION NOTES 1. CROSS SLOPE VARIES. SLOPE AT I.5%MIN., 4% MAX. OO 2'' COMPACTED DEPTH HMA CL I /2 IN, PG 58-22 2. PAVING SECTION IS APPLICABLE ONLY TO SHADED AREA ALONG DAYTON STREET. 3. GRIND AROUND EXISTING IRON, LEAVING A TAPER AROUND IT TO REDUCE RISK OF DAMAGE TO VEHICLES. REMOVE TAPER PRIOR TO PLACEMENT OF HMA. TYPICAL SECTION CITY OF EDMON DS 2011 WATERLINE REPLACEMENT PROGRAM SCALE: 1 " = 5' HORZ. 1'' = 2' VERT. STRIPING & OVERLAY PLAN DAYTON STREET SCHEDULE B PROJECT NO.: 11- 1 196.202 1 SCALE: AS SHOWN I DATE: R/W RECORD DRAWING SEE DISCLAIMER, SHEET 1. VERSION 4.1 12-9-97 SHEET C-3 JUNE 2011 6 OF 36 0 a� cn 00 U 0 N 0 N N Ln z cn cn w Q Ln n Q0 / J U / cn / Q 0 Q U / / 0 .Q 0 Q >I M FURNISH & INSTALL: TEMP 12" PLUG & TB TNEW 12" D I PIPE — - PER PLAN = -- EXIST 12" DI I� WATER MAIN �� EXIST 4 Cl _ WATER MAIN '1 TESTING CONFIGURATION CUT & REMOVE PIPE AS NEEDED TO CONNECT TO EXIST 12" DI EXIST 12" DI WATER /MAIN FINAL CONFIGURATION CONNECTION TO I NTS STA CO+00 DISCONNECT EXIST WATER LINE & INSTALL PLUG & TB CONTRACTOR TO REMOVE EXIST F I RE HYDRANT, CAP P I PE, & ABANDON PIPE IN PLACE STA C 1 +36 o D FURNS I H & INSTALL: -D I PLUG & TB CONTRACTOR TO FENCE VERIFY SIZE -771 X — x- X= l �- 8 DI W CON t W/T I E BACKS '6III TO 450 ND 0 — BORE EB1 1+00 V-7L-1 7/-7L- 1-71-� 7-�/ 74/ I I II I2 SD 8"SS I �m� \ m 112J �- a r� � m STA 00+00 x zz Q �, CONNECT 12" D I TO jj x I p I m �.FT1. cn coo EXIST 12" D I �o co I Il . cn I I C SEE DET (D), TH IS SHT L- AND DET E7. 18. 1, SHT C-22 c p _ -� 11 o W O J I v W cl G SYSTEM D B 175 170 165 160 155 150 145 NOTES 140 STA I C I +39 NOTES: FURNISH & INSTALL: I. GEOTECHNICAL INVESTIGATION ALONG 5TH AVENUE REVEALED FIRE LINE CONNECTION THE PRESENCE OF APPROXIMATELY 8 INCH THICK CONCRETE — 1211x4" TEE, FLGxFLG I PANELS BELOW APPROXIMATELY 6 INCHES OF ASPHALTIC 2- 12'' RSGV, FLGxMJ (2) 1 " STL CONDU I T CONCRETE. 1 —4" RSGV, FLGxMJ 2-4" 450 BEND, MJxMJ 2. THE CONTRACTOR SHALL REMOVE ALL WATER VALVE BOXES 116 3-TB (2) 1" FIBER OPTIC AND EXTENSIONS ALONG THE ABANDONED MAIN AND 3-4" D I P I PE, LTF 24" COVER BACKF I LL WITH CDF. 1-4" DI LONG BODY SLEEVE 1110 1070 (4) 2"-3" UGP FEN \ — _ 36" COVER INC ELK / O CONIC WALK r O \ ❑ CONC W K ..'.. / O . �. \ 8 DI Win 5TH AVE00S �s �s U XN s s s ii C2+00 C3+00 \ — — F I I /C4+00 5 00 w w f� � - —� W cn �f /L7Li �� C>'I W fig. /--�f S w ONC r w WALE � � � � J o KUCKFRY ROCKERY ROCKERY ~ rm rm m n Q o c� II II x 67 ROCKERY cc o 0 L �z oo6,CC) -gym �l03 n ono W I,�x m�X zm�m _ oo� II � � < II x cr r�-X i E m II co II N N `� 00 r °° co 2" WATER SERVICE z0 CD c W II mow STA C I +50 ! V N Ln I ,, o & METER 0 FURNISH & INSTALL: N N OR. 2" WATER SERVICE I NSTALL -F-L 2" WATER SERV I CE o CONNECT I ON & METER & METER PER DET °° l FIRE LINE PER DET E7.6. 1, SHT C-22 E7.6QQ PLAN SCALE: 1 "=20' IBE OPTIC 2 " COVER 4" & 3' PVC PWR 3" PVC ONDU IT 32" COVER _ _ 45" COV R 00 ---� — _ _ (2)� 1" FIBER OPTIC (2 (2) I " I BER OPTIC — — _ 28 COVER " CO ER EXIST GR AT " OF PIPE STL CONDUIT -- FI COVER I NS --- T0 PAEV WATER ENT Mq I N AT 12�� D I 540 _ _ — _ — — z w (4) 211-3' UGP I N ER pNT I�jj HIGH Pp1NTSRISI LF GLOP SE — _ _ o _ - o _ _-_ 36" COVE 5" CLEAR R 75 1 70 1 65 1 O O 160 L0 U LO < � 155 V� w w W= zcn ICJ 150 J cwn 2 U H Q 145 ECO D RAWINrp 00+00 00+20 00+40 00+60 00+80 C 1 +00 C 1 +20 C 1 +40 C 1 +60 C 1 +80 C2+00 C2+20 C2+40 C2+60 C2+80 C3+00 C3+20 C3+40 C3+60 C3+80 C4+00 C4+20 C4+40 C4+60 C4+80 +�QSCLAIMER, 1. DEPTHS OF EX I ST I NG UT I L I T I ES ARE APPROX I MATE AND BASED ON THE SHEET 1. BEST AVAILABLE DATA AT THE TIME OF DESIGN. CONTRACTOR SHALL o PROF ILE POTHOLE EXISTING UTILITIES A MINIMUM OF 200 FEET AHEAD OF WATER VERSION 4.1 MAIN CONSTRUCTION TO VERIFY DEPTHS AT CROSSINGS AND CONNECTIONS. SCALE: 1 "=20' HOR I Z, I "=5' VERT 12-9-97 NOTICEGMT ° �2 1 M. T o � �� 0 -_ 0twB1 Inc = - = - - � = _ -_ - -�- ti" CITY OF EDMON DS 2011 WATERLINE WATERLINE PLAN & PROFILE 5TH AVE S STA CO+00 - STA C5+00 SHEET C-4 DESIG NE HCM DRAWN IF THIS BAR DOES NOT MEASURE 1" CEB � �"�G _ REPLACEMENT SCHEDULE C THEN DRAWING IS ,I Q�� A:S&G- Gl� _ 2707 Colby Avenue, Suite 1110 PHONE 425.252.9003 PROGRAM CHECKED 1 06 20 12 GMT RECORD DRAW I NG NOT TO SCALE GNAL lol'L� �Z Everett, Washington 98201-3566 FAX 425.252.8853 JN 90 C.18 7 OF 36 N0. DATE BY REVISION PROJECT NO.: 11- 1 196.202 SCALE: AS SHOWN DATE: JUNE 20 I I QTA (`9-Lnn r I I In 1 .o cn w > Q WE U cn cn Q 0 Q U 0 Q > 150 K"w e 135 MEG 25 MEG j I " vv IF k-1 01/-� k,Z7 U U DISCONNECT EXIST WATER CONNECT 8" D I TO EX I ST 8" D I CONNECT 8" D I TO EX I ST 8" D I CLOSE EXIST RSGV LINE &REMOVE VALVE SEE DET E7. 18. 1, SHT C-22 FURNISH & INSTALL: � �� SEE DET (P), SHT C— 18 1— 12"x8" CROSS, FLGxFLG EXIST 8" D I REMOVE 8" DI PIPE AS FURNISH & INSTALL: 2— 12'' RSGV FLGxMJ �_ WATER MAIN NEEDED TO INSTALL STA CSH 13 1-8"x8" TEE, FLGxFLG 2-8" RSGV, FLGxMJ " FURNISH SH & IN TALL: FURNISH & INSTALL: 3-8" RSGV, FLGxMJ + 2-8"x6" RDCR, MJxMJ ~ NEW 12 PER PLAN TEMP 8" PLUG AT LIMIT —FH ASSY W/ MJxFLG TEE RDWALK C� I OF PIPE REMOVAL & TB I�VIV I I\/'1lI VI\ I V I\Llvly V L � EX I ST FH, CAP & ABAN PIPE IN PLACE Cli RESTR I PE PARKING STALL TO MAINTAIN 15' SEPARATION FROM HYDRANT SEE SHEET C— 1 8 IO CD" � " CD W cl I " " 6;II I IVJ I /'1LL I L VVP1 I LI\ IA-1 V I l�L CONNECTION & METER N N SEE --T r�r-I.I.T n�-- m z c c/) z o PLAN SCALE: I "=20' CLOSE EXIST RSGV & REMOVE 8" D I PIPE TO WEST EXIST 6" CI EXIST 4" CI WATER MAIN WATER MAIN TESTING CONFIGURATION T CONNECT TO EXIST 8" DI CAP & ABAN EXIST 4" CI WATER MAIN DEADMAN TB 6" 45° VERT BEND 8" 45° VERT BEND 12"x8" CROSS W/ 62" COVER 8" 45' VERT BEND & TB mom x mm nm x m Um x mm� X m�m X ® DEADMAN TB 0 00 �, �, II c) II II 0 ICU �, �, 11c� °J �, cn Cf) � REMOVE EX I ST c" c' N c l N VALVE CLUSTER 6" 45° VERT BEND 0o p CO cn P O N CD C I N= 0M c� ooM o00 ," 0 ," ," o m mz mz � � FINAL CONFIGURATION STA C9+68 O O + --- _ Ln— U Q — _ EXIST GR AT ABAN GP U � — __ _ Q- OF PIPE � i/) w = — w LLJ z --- w 0 U C I�LL WT PE � -o o O PR CDVENT ONITTE � O Q US�RE0MRHIGH + NG O-0twS P — LO _— ) 211 PVC U c� 611 PVC I ---__ COMM & UG — _4 " COVER F w — w - - Ld U) N Z w — w J � 2 o ° U H Q C5+00 C5+20 05+40 C5+60 C5+80 C6+00 C6+20 I. DEPTHS OF EXISTING UTILITIES ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE DATA AT THE TIME OF DESIGN. CONTRACTOR SHALL POTHOLE EXISTING UTILITIES A MINIMUM OF 200 FEET AHEAD OF WATER MAIN CONSTRUCTION TO VERIFY DEPTHS AT CROSSINGS AND CONNECTIONS. 1 06 20 12 GMT RECORD DRAWING NO. DATE BY REVISION C6+4U C6+6U C6+8U C /+UU C /+20 C /+4U C /+60 C /+80 CB+UU C8+2U C8+4U C8+6U C8+8U C9+00 C9+20 C9+4U C9+60 C9+80 C I U+UU o PROF I LE SCALE: I "=20' HOR I Z, I "=5' VERT 150 NnTFS: I. GEOTECHNICAL INVESTIGATION ALONG 5TH AVENUE REVEALED THE PRESENCE OF APPROXIMATELY 8 INCH THICK CONCRETE 145 PANELS BELOW APPROXIMATELY 6 INCHES OF ASPHALTIC CONCRETE. 2. THE CONTRACTOR SHALL REMOVE ALL 140 WATER VALVE BOXES AND EXTENSIONS ALONG THE ABANDONED MAIN AND BACKFILL WITH CDF. 135 130 125 120 115 RECORD 10 DRAWING SEE DISCLAIMER, SHEET 1. VERSION 4.1 12-9-97 NOTICE GMT ¢ ARU _ Abq & &AInc of Et)tiw CITY OF EDMON DS WATERLINE PLAN & PROFILE SHEET 1 DESIGNED H C M or �` .; '� �o� —_ = _ = _ End �p1mm 2011 WATERLINE 5TH AVE S C-5 DRAWN = _ - _ STA C5 + 00 - STA C 1 O + 00 IF THIS BAR DOES CEB �o __ __ _ - _ s REPLACEMENT SCHEDULE C NOT MEASURE 1" THEN DRAWING IS CHECKED �8GSTEgE9 ��4 �ss11.ALE�ON _ — _ 2707 Colby Avenue, Suite 1110 PHONE 425.252.9003 PROGRAM NOT TO SCALE �Z Everett, Washington 98201-3566 FAX 425.252.8853 8 OF 36 bI,LOI PROJECT NO.: 11— 1 196.202 SCALE: AS SHOWN DATE: JUNE 2011 ■ 0 O N N Q0 T) t O .o r w J i U Qu i J U cn cn Q 0 Q U / Q0 / 0 0 0 Q / Eal O O O LO U U Q W W cn LJJ wZ W c/) J 2 U H Q 130 125 120 115 an 105 95 NOTES: 90 C 10+00 C 10+20 C 10+40 C 10+60 C 10+80 C 1 1 +00 C 1 1 +20 C 1 1 +40 C 1 1 +60 C 1 1 +80 C 12+00 C 12+20 C 12+40 C 12+60 C 12+80 C 13+00 C 13+20 C 13+40 C 13+60 C 13+80 C 14+00 C 14+20 C 14+40 C 14+60 C 14+80 C 15+00 1. DEPTHS OF EXISTING UTILITIES ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE DATA AT THE TIME OF DESIGN. CONTRACTOR SHALL o PROF ILE POTHOLE EXISTING UTILITIES A MINIMUM OF 200 FEET AHEAD OF WATER MAIN CONSTRUCTION TO VERIFY DEPTHS AT CROSSINGS AND CONNECTIONS. SCALE: 1 "=20' HOR I Z, 1 "=5' VERT m X 705 1/2 II n N co N � O � I- O0 N Ai INSTALL +-LL2" WATER SERV I CE CONNECTION & METER m — I I I m m II 7u II co p STA C 13+23 m x W N X FURNISH & INSTALL: o X N�� NWT I-12'' RSGV, MJ �Jcu O O U-1 N N z O C _ i O CD 00 0 Z PLAN SCALE: I "=20' m 70 m Z & WILILK Q Un Ui �7) O0 I IV N N FTl z o C_ C rm Z7 _< I. GEOTECHNICAL INVESTIGATION ALONG 5TH AVENUE REVEALED THE PRESENCE OF APPROXIMATELY 8 INCH THICK CONCRETE PANELS BELOW APPROXIMATELY 6 INCHES OF ASPHALTIC CONCRETE. 2. THE CONTRACTOR SHALL REMOVE ALL WATER VALVE BOXES AND EXTENSIONS ALONG THE ABANDONED MAIN AND BACKFILL WITH CDF. QI CONNECTION & METER SEE DET E7.6, SHT C-22 (TYP) O O LO Q U V) W W L d (/) Zw — W J cn 2 U H Q O 1 " PVC UGP O 40" OVER + — , — _ — EXIST RAT 2— 1.5" FIBER OP I C — — _ _ OF P I PE 12" COVER — Ln = --_ > 2—�2" STL CONDU I 12" SD w (/) — — — _ _ — 38 COV R — = 62" COV R W _ SD CON REPLACE W z ► — — — / PVC AT CROSS IN w NSTAL Wq 12 D' 540 _ — — z ; 6" COVER J T TERM N LF — _'-- � o _Vr C) O IV �NTERMED'A T/ EUOUSL --_ —,,_\ H RCS 2.5" UGP —2.5" UG O Q PO � NTs LOPE — 41 " COVER 3" COVER + 0LO —, 6 MIN _ _ LR, TYP — _ , 9" COVER _ — _ _ Q U _ _ '—�— W W cn P7 — _ Z W W U) U Q 06 20 12 GMT RECORD DRAWING NO. DATE BY REVISION 130 125 120 115 MEG 105 we 95 RECORD 90 DRAWING SEE DISCLAIMER, SHEET 1. VERSION 4.1 12-9-97 NOTICE GMT M. TRU wAs� _ & A ov EL)AgO �� .;;::;; :::>::., �� J CITY OF EDMONDS WATERLINE PLAN & PROFILE SHEET o DESIGNED . , ter;;;: 5TH AVE S HCM �y� ,--� _ - _ - -4ffsll2011 WATERLINE C-6 DRAWN = _ -_ STA C10+00 - STA C15+00 IF THIS BAR DOES NOT MEASURE 1" CEB 48246� __ __ _ __ - REPLACEMENT SCHEDULE C THEN DRAWING IS CHECKED �8GSTEgE9 ��4 �rsIGIST _ — _ 2707 Colby Avenue, Suite 1110 PHONE 425.252.9003 PROGRAM NOT TO SCALE E�°�� Z Everett, Washington 98201-3566 FAX 425.252.8853 S9 9 OF 36 blZOl PROJECT NO.: I 1- 1196.202 SCALE: AS SHOWN DATE: JUNE 20 I I STA C 17+94=FO+00 DISCONNECT EXIST WATER 1 1 Air- O_ r)r-kA/1\/r \/A \/r MIN OrdirAWA MIll1r5tiMINEMLVA§��iTJ/.�rrM7111111,1� 0 N N CD 0, w > Q Ln z Q J w 0 U cn w > Q Ln WE J U 0 1 > U Q) cn cn Q 0 Q U Q0 0 0 0 Q [. CLOSE EXIST EXIST 8" DI VALVE WATER MAIN FURNISH & INSTALL: TEMP 8" CAP & TB NEW 12" DI—\ PIPE PER PLAN EXIST 4" CI WATER MA I N V EXIST 8" DI WATER MAIN CUT & CAP EXIST 4" CI WATER MAIN T r !- T I A I P\ /'1 /'\ A I r' 1 /'\ 1 1 r% A T I Y\ A I CONNECT TO EXIST 8" DI ABAN EXIST 4" 8" 22.5' CI WATER MAIN VERT BEND & TB DEADMAN TB 8" 22.5° VERT BEND CONNECT TO ��v EXIST 8" DI FINAL CONFIGURATION CONNECTION TO EXISTING NTS STA C 15+20 105 95 m 75 L.l 1 JUVI VIV LV I EXIST WATER LINE & ABAN I — 121' RSGV, FLGxMJ 1-811 RSGV, FLGxMJ 1— 121' ADPTR, FLGxMJ 1-811 DI PIPE, LTF 1—TB SEE DET (F), TH IS SHT SEE SHEET C— 14 �V REPLACE CROSSWALK AND STOP BAR, SEE DET E3.2, SHT C-21 1 IVJ 1 /1LL I VV1-\ I LI\ JLI\ V I lrL CONNECTION & METER SEE DET E7.6, SHT C-22 (TYP) I. GEOTECHNICAL INVESTIGATION ALONG 5TH AVENUE' REVEALED THE PRESENCE OF 8 INCH THICK CONCRETE PANELS BELOW 6 INCHES OF ASPHALTIC CONCRETE. PLAN 2. THE CONTRACTOR SHALL REMOVE ALL WATER VALVE BOXES AND EXTENSIONS ALONG SCALE: 1 "=201 THE ABANDONED MAIN AND BACKF I LL WITH CDF. 00 00 O cn n O — — w (2) 1.5" IJGP (7) UGP + w LO 30" COVER 40'' COVE U —_ I" GAS 2" GA vQ _ 39" OVER 38.5" OVER 2PVC _ 2) UGP U a, _ ` ` \ EXIST GR AT 8" COVER (I 11 4" PVC w OF PIPE (I) UGP � 36 COVER M W Fz�_ p p _ — _ _ 36" COVER � U 7 P " COVER o t. Z _ � w -- — � cn J p 12 120LINSTA� N = _ `-ArER O pRE p/N ACO o cn E IqG TE R RISING = —------ ----o ------ --H --- — ----- — ---w —_—__ a� 0 _ --- — N 61' MIN 0 CLR, TYP NOTES: U I S+UU U 1 5+2U U 1 5+4U U 1 S+bU U 1 S+bU U l b+UU L I b+2U L I b+4U L I b+bU LIb+bU (U I/+UU U I/+2U U I/+4U U I/+bU U I/+bU (U I b+UU LIb+2U LIb+4U LIb+bU LIb+bU (U I Y+UU U 1 9+2U U I Y+4U U I Y+bU (U I Y+bU (U2U+UU I. DEPTHS OF EXISTING UTILITIES ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE DATA AT THE TIME OF DESIGN. CONTRACTOR SHALL POTHOLE EXISTING UTILITIES A MINIMUM OF 200 FEET AHEAD OF WATER MAIN CONSTRUCTION TO VERIFY DEPTHS AT CROSSINGS AND CONNECTIONS. 1 06 20 12 GMT I RECORD DRAWING NO. DATE BY REVISION o PROF I LE SCALE: 1 "=20' HOR I Z, I "=5' VERT 105 95 O N + O N 90 U 00 Q U Iw 85 W cCn Z w — w cn = 80 U Q O P COMWING SEE DISCLAIMER, SHEET 1. VERSION 4.1 12-9-97 NOTICE GMT ¢� M TRU wA S� _ &A lac Ov EL)A10 �� °� CITY OF EDMON DS WATERLINE PLAN & PROFILE SHEET 0 Y2 1 DESIGNED HCM o� �� c �y� �� — _ - _ - - ",�.. 2011 WATERLINE 5TH AVE S C-7 DRAWN = _ -_ STA C15+00 - STA C20+20 IF THIS BAR DOES NOT MEASURE 1" CEB �o __ __ _ __ — REPLACEMENT SCHEDULE C THEN DRAWING IS CHECKED �8G STEgE9 ��4 �ss"ONALE� _ — _ 2707 Colby Avenue, Suite 1110 PHONE 425.252.9003 PROGRAM NOT TO SCALE �Z Everett, Washington 98201-3566 FAX 425.252.8853 �VC. I S9 10 OF 36 bI,LOI PROJECT NO.: 11— 1 196.202 1 SCALE: AS SHOWN DATE: JUNE 2011 U� J 00 U N U N O N N Q0 cn w > Q T) z Q w cn I I cj� w Q Ln a_ J 00 I �o I I U cn Q) Q 0 Q Q0 cn U 0 E Cl_ -4-I 1 95 1 75 1 70 1 65 / x STA C22+ 07 m �, 0 1-8"x8" TEE, FLGxFLG m " = 3-8" GV, FLGxMJ p Q o o� 0 3-8" DI LONG SLEEVE �_ ' IV J I -TB + TEMP KICKERS °° x N .J ° = 0 I -22" LONG 8" D I SPOOL CD co I m m -- I -55" LONG 8" D I SPOOL O CONNECT 8" D I TO EX I ST 8" D N _ W c SEE DET E7. 18. 1, SHT C-22 + � x � � t O N �ONC LLjJ mLJ CONC WALK _ WALK 2C. 2 C U Q 8" DI . W- . . . . . . . . . . . w U) _ 5TH AVE S w w C _ - C21 +00 C22+0( Z 1211 D I w , LLJ - (� J , U -8 SS � STA C24+12 FURNISH & INSTALL: -6" DI LONG SLEEVE o D I -FH ASSY W/ MJxFLG TEE < SEE DET E7. 1, SHT C-22 -X =t00 cu 515 112 _ STA C22+07 = DO+00 / -. \ \ — FURNISH & INSTALL: I- 1 2"x8" CROSS, FLGxFLG o G mm�x mix 2-12" RSGV FLxMJ -Ix mix mix �m II II � I % I 5 ' x ��cc)Q0�r'4'�2-8" RSGV, FLxMJ o � I CD V V J II m CJO I 4 AnfITR CLG.A N �! 0 I CDo 70 mF —m —m —m QIn.n onnv SLEEVE E 0') a° N N x II II II II co S m N m = II � II SEE DET /H SHT C-9 cf) z o 6, n m U,U,cn(.nv,rnE: 00 N N 00 S O C�! -r� N N N �mmrzz 0 SEE SHEET C-9 a 11111[elll100:ito] I0111&VI0:a1w1 LOCATION OF PROPOSED HYDRANT 514 512 cu C r- 515 z 70 m < x II II = I O co = N NSTALL I " WATER SERV I CE CONNECTION & METER SEE DET E7.6, SHT C-22 (TYP) o PLAN SCALE: I "=20' STA C24+ 65 FURNISH & INSTALL: 2 11x 12 CROSS, FLGxFLG 2- 12'' RSGV, FLGxMJ 2- 12"x8' RDCR, FLGxMJ 1-12" BLIND FLG 1-8" DI PIPE, LTF 1-12'' DI PIPE, LTF I - TB + TEMP KICKERS SEE DET (G), TH IS SHT STA C24+65 CONNECT TO EXIST 8" DI SEE DET E7. 18. I, SHT C-22 I o / �424 z :: 24+65 12" C I W \ REPLACE CROSSWALK 1Bcj AND STOP BAR, SEE 5O5 DET E3.2, SHT C-21 z CONTRACTOR TO REMOVE EX I ST F I RE HYDRANT, CAP & ABAN PIPE IN PLACE ,,, < z K x n / z5 m «x m I <x o m m I C1 STA C 2 4+ 6 5 r r o 'T' mm C/O r-� r�-m m CD CONNECT TO EXIST II II II z rr y 12'' CI & 8'' C1 CD Cn (D➢ N FURNISH & INSTALL: o m 0 1-8"x8" TEE, MJxMJ °' N I IV 1- 12"x8' RDCR, MJxMJ C� J 1 2" I GNG onnY- SI C�E— z cn 2-8" LONG BODY SLEEVE 1-8" DI PIPE, LTF 1-12'' DI PIPE, LTF -TB + TEMP KICKERS SEE DET (G), TH IS SHT EXIST 8" DI� WATER MAIN FURNISH & INSTALL: 12" WATER MAIN W/ 3-TEMP CAPS & TBS NEW q EXIST 12" CI 12ID I P I PE Y WATER MAIN PER PLAN EXIST 4" CI EXIST 8" CI WATER MAIN i WATER MAIN TESTING CONFIGURATION CONNECT TO CONNECT TO EXIST 8" DI EXIST 8" DI 5� CUT, CAP & 12"x8" RDCR ABAN EXIST 4" CONNECT TO x CI WATER MAIN EX I ST 12" C I c) m m c C) � r II II CONNECT TO 41 OF)N EXIST 8" CI z�;Ijm CD 00 < � x I M m C-) cl F--Co::�f F I NAL CONF I GURAT I ON II II 41 CD CD CONNECTION TO EXISTING SYSTEM c NTS STA 024+65 — O N m Ofcna, o 1)f CD > Q > > + co �Q O F---C) CDC �o N U U) (~n II EX I S GR AT ~- cn cf) CO w x X ,�� c) Q w w GAS GAS & FIBER OPTIC 40" COVER CROSSINGS w - - - - (n W-- -- _ Lq _ - '� ---- - —__ w Z W _ M 00 1`0 _-- -- ------ —_-- Q0 o c/) — — — — — — U 12" DI 445 LF t � if � N Q INSTALL WATER MAIN AT CON INUOUSLY RISING SLOPE TO PREVENT INTERMEDIATE HIGH POINTS 60 C20+20 C20+40 C20+60 C20+80 C21 +00 C21 +20 C2 1 +40 C21 +60 C21 +80 C22+00 C22+20 C22+40 C22+60 C22+80 C23+00 C23+20 C23+40 C23+60 C23+80 C24+00 C24+20 C24+40 C24+60 NOTES: I. DEPTHS OF EXISTING UTILITIES ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE DATA AT THE TIME OF DESIGN. CONTRACTOR SHALL o PROF I LE POTHOLE EXISTING UTILITIES A MINIMUM OF 200 FEET AHEAD OF WATER MAIN CONSTRUCTION TO VERIFY DEPTHS AT CROSSINGS AND CONNECTIONS. SCALE: 1 "=20' HOR I Z, 1 "=5' VERT NOTICE GMT • �� E0A, `?J DESIGNED ,¢ or ARU �` '� _ �O� �'�� - CITY OF EDMON DS 1 HCM .; �o� -_ - =- - 2011 WATERLINE IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE DRAWN CEB CHECKED �"�'o �8G STEgE9 4 �ssIpNALE�� Z — - -aoiff __ _ __ — - / a 2707 Colby Avenue, Suite 1110 PHONE 425.252.9003 Everett, Washington 98201-3566 FAX 425.252.8853 ._ _s 0 REPLACEMENT PROGRAM I 06 20 12 GMT RECORD DRAWING NO. DATE BY REVISION 95 NOTES: I. GEOTECHNICAL INVESTIGATION ALONG 5TH AVENUE REVEALED THE PRESENCE OF APPROXIMATELY 8 INCH 90 THICK CONCRETE PANELS BELOW APPROXIMATELY 6 INCHES OF ASPHALTIC CONCRETE. 2. THE CONTRACTOR SHALL REMOVE ALL WATER VALVE BOXES AND EXTENSIONS ALONG THE ABANDONED MAIN AND 85 BACKFILL WITH CDF. MEG 75 70 65 60 RECORD DRAWING SEE DISCLAIMER, SHEET 1. VERSION 4.1 12-9-97 SHEET WATERLINE PLAN & PROFILE 5TH AVE S STA C20 + 20 - STA C24 + 65 SCHEDULE C PROJECT NO.: 11- 1 196.202 SCALE: AS SHOWN DATE: JUNE 2011 C-8 11 of 36 w 0 N N Cfl z In Un N I U 7) J J 0 J I U Qu I I J U / cn / cn Q 0 Q U Q0 / O Q / E. SEE SHEET C-8 :h l m .° w w N o STA DO+00 = C22+07 1 \ coCONNECT 8" D I TO EX I ST 8" D I I .cn I SEE DET H , TH IS SHT & SHT C-8 I W EX SSMH . �.. ❑ RIM=81.09' 1.. Q IE=71.34'-8" I NSTALL I " WATER SERV I CE Cy CONNECTION & METER I EX CB f .... Bul ING RIM-80.90' SEE DET E7.6, SHT C-22 (TYP) 529 _ 525 SEE SHT C-8 �.. _ AC O 0o u ! EX INLET AC DWY + �.. RIM=81.04' DWY I ❑ IE=80.14' 6"Wppm / 0 00NC WAL D I +00 / CONC WALK +00 D D3+00 .: :. 8 D . . . . 8 SS -8"SS - �- � Df Z N. w w DO+00 / ,{� Y`q�'�-/ / f-h/� / . /�-f / -f-/. ��/ / / �4/ Q" I / W f /�--f �5�f �-r�' .f-f-/. �-f-l. �./.. .. :. . �. /�/.. �f f-/ ��/ �% . W= .. .. X CONC/WALK ❑ C NC WALK X FENC X X X J w 1 _ (n aFDC DWY AC ❑p — U EX CB DWY �. I RIM=80.77' �� - Q zo IE=79.47'-12"s 2 WATER SERVICE i:.:. I I & METER 5 4 SIB 514 ElI REPLACE CROSSWALK uGP AND STOP BAR, SEE DET E3.2, SHT C-21 0 Rt III DING SEE SHEET C-8 PLAN SCALE: 1 "=20' 05 100 (5) 4" 28" C 39" C 95 .N me 9 80 75 70 U) Q (1) 4" PVC UGP FIBER OPTIC O PVC CONDUIT (4)Y4" CABLES cn 36" COVER p VER (T DP) 34" COVER x + VER (BOTTOM) (2) 2" PVC CONDUIT W _ o o o 33" COVER 2" F I ER OPT I 32�� OVER — < E I ST GR A OF PI E _--- w _--cf)-0000 Z cn �- � � — —_ -- __ °° — w W J C/) I N� S Q w ,X Sit 3ou p l I N OVSL� R I PO MAIN FONT I AT HIGH P1 R Ev EN1 I N ERMEp -°0° n 00 0 SI- 0 NOTES: DO+00 DO+20 1. DEPTHS OF EX I ST I NG UT I L I T I ES ARE APPROX I MATE AND BASED ON THE BEST AVAILABLE DATA AT THE TIME OF DESIGN. CONTRACTOR SHALL POTHOLE EX I ST I NG UT I L I T I ES A M I N I MUM OF 200 FEET AHEAD OF WATER MAIN CONSTRUCTION TO VERIFY DEPTHS AT CROSSINGS AND CONNECTIONS. NOTICE 0 � 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS LNO. 06 20 12 GMT RECORD DRAWING NOT TO SCALE DATE BYLI REVISION DO+40 DO+60 DO+80 D I +00 D I +20 D I +40 D I +60 D I +80 D2+00 D2+20 D2+40 D2+60 D2+80 D3+00 o PROF I LE SCALE: 1 "=20' HOR I Z, 1 "=5' VERT GMT EMT. ci(1r.IE_n y C E B 48246 ¢ CHECKED �G > GISTEg��tiS44' sIONAL �� pll l� b�2 • dates �Lv EL)A1p&AIns• ' ' f 2707 Colby Avenue, Suite 1110 PHONE 425.252.9003 t Everett, Washington 98201-3566 FAX 425.252.8853 105 M • e, meR e 75 CITY OF EDMON DS 2011 WATERLINE REPLACEMENT PROGRAM EX I ST 8" D I NEW 12" WATER MAIN-\J DI PIPE PER PLAN FURNISH & INSTALL: � z'�- TEMP 8" PLUG & TB 4 NEW 8" DI PIPE PER PLAN K EXIST 4" CI WATER MAIN FURNISH & INSTALL: I EXIST 4" CI 2-TEMP 8 CAPS & TBS WATER MAIN 55" SPOOL IL TESTING CONFIGURATION REMOVE EXIST \ VALVE CUT, CAP & ABAN EXIST 4" CI WATER MAIN CONNECT TO EXIST 8" DI EXTRA\ 8" G V \� I FINAL CONFIGURATION NTS STA C22+07 = DO+00 NOTES: I. THE CONTRACTOR SHALL REMOVE ALL WATER VALVE BOXES AND EXTENSIONS ALONG THE ABANDONED MAIN AND BACKFILL WITH CDF. WATERLINE PLAN & PROFILE HOLLY DRIVE STA DO + 00 - STA D3 + 00 SCHEDULE C PROJECT NO.: 11- 1 196.202 SCALE: AS SHOWN I DATE: JUNE 2011 RECORD DRAWING SEE DISCLAIMER, SHEET 1. VERSION 4.1 12-9-97 SHEET C-9 12 of 36 U N U) 00 U El- r� 0 0 N N Q0 J J 0 U� I U Q0 I I n J 0 w U cn cn Q 0 Q U Q0 m U 0 0 Q / Eal INSTALL I " WATER SERVICE CONNECTION & METER STA D3+28 SEE DET E7.6, SHT C-22 (TYP) FURNISH & INSTALL: � Di I —FH ASSY STA D5+78 SEE DET E7. 1, SHT C-22 FURNISH & INSTALL: —8" ADPTR, FLGxMJ I —BLOW—OFF (VALVE IN BOX) 1-8" RSGV, FLGxFLG SEE DET E7.5, SHT C-22 O 1-8"x4" RDCR FLGxMJ STA D5+8 I � + 529 FURNISH & INSTALL. n 15-31 533 535 54 CONC DWY 506 —CAP, MJ pI I —TB 507 Lijw D3+00 I D5+00. / a \ +8I Q � W 811 D 4�' DI D4+00 c� z - �S -H 1 6L L Y 8 SS I p —� \ CdNC DWY W 9 0.�jO O O �� N d N CJ (n 4 / ( /V / . .. . /ff. ? f -f / . / f /f ./ °f f-f /. i� �`�i`. f-�✓4i /C V, XN / . . . U G \ r`' G 1 FEN E ~ C \ EX SSMH ROCKERY I CD I x STA D5+81 RIM-96.39' \R� \ I Ex SSCO FURNISH & INSTALL. IE-90.90'-6" ROREMOVE & D 1 SPOSE 0 RIM-124.54 524 EXIST BLOW —OFF IE- I —ARV ASSY 540 SEE DET E7.3, SHT C-22 CONTRACTOR TO REMOVE 55� EXIST FIRE HYDRANT, CAP & ABAN PIPE IN PLACE PLAN SCALE: 1 "=20' 30 251 201 151 0 0 105 0-)p Q U V) 100 w = w U)z w _ cn J 95 = U H Q NOTES 90 Ld C/) U) Q Q CD cn - - x x w w E> IST GR AT OF PI PE vS P0� N 2" UGP 30" COVER -\0P — > O �N U � i i i i i a,, p 2a LF SS 48" C VER D3+00 I. DEPTHS OF EXISTING UTILITIES ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE DATA AT THE TIME OF DESIGN. CONTRACTOR SHALL POTHOLE EXISTING UTILITIES A MINIMUM OF 200 FEET AHEAD OF WATER MAIN CONSTRUCTION TO VERIFY DEPTHS AT CROSSINGS AND CONNECTIONS. 1 06 20 12 GMT RECORD DRAWING NO. DATE BY REVISION D3+20 D3+40 D3+60 D3+80 D4+00 D4+20 D4+40 D4+60 D4+80 D5+00 D5+20 D5+40 D5+60 D5+80 D5+95 o PROF I LE SCALE: I "=20' HOR I Z, I "=5' VERT 30 25 20 115 Ere 05 [f SIM 90 NOTES: I. THE CONTRACTOR SHALL REMOVE ALL WATER VALVE BOXES AND EXTENSIONS ALONG THE ABANDONED MAIN AND BACKFILL WITH CDF. RECORD DRAWING SEE DISCLAIMER, SHEET 1. VERSION 4.1 12-9-97 NOTICE GMT �, M. TRU wAs� _ & A Inc OV E0A.10 �� .;;::;; :::>::., �� J CITY OF EDMONDS WATERLINE PLAN & PROFILE SHEET DESIGNED H CM �g °� '..,. c � �y� — ' . , ter;;;: 2011 WATERLINE HOLLY DRIVE C-1 0 DRAWN = _ - _ STA D3+00 - STA D5+83 IF THIS BAR DOES NOT MEASURE 1" CEB � __ _ __ - REPLACEMENT SCHEDULE C THEN DRAWING IS CHECKED o �8G STEgE9 ��4 �r _ — _ 2707 Colby Avenue, Suite 1110 PHONE 425.252.9003 PROGRAM NOT TO SCALE si°NAL E�°�� Z Everett, Washington 98201-3566 FAX 425.252.8853 �VC. I S9 13 OF 36 bI,LOI PROJECT NO.: 11- 1 196.202 SCALE: AS SHOWN I DATE: JUNE 2011 CD N �r N I U Q0 I I w U I Qu I I / / cn cn Q Q U / Q0 / 0 Q EXIST 8" DI WATER MAIN EXIST 8" DI WATER MAIN NEW 8" DI PIPE PER PLAN FURNISH & INSTALL: TEMP 8" CAP & TB EX I ST 8" DI � WATER MAIN �rvinT eni 00 0 i I r=r, FT] II v J STA EO+00 - p `I 7 � m CONNECT 8" D I TO EX I ST 8" D I STA E3+30 ;; ii - \ II o 0 00 m I' N FURN I SH & INSTALL: - m11 x - FURNISH & INSTALL: N ® I �, � N N o w 1-8 "x8" CROSS FLGxFLG I -FH ASSY W/ MJxFLG TEE o J m o II I I. P z = 4-8" RSGV, FLGxMJ SEE DIET E7. 1, SHT C-22cli I. x I I N X II V V � � � STA E3+42 = G3+45 WALK, � co FURNISH & INSTALL. 4 8 D I PIPE, LTF 4-8" D I LONG BODY SLEEVE ® 1- 8"x8" TEE, FLGxFLG SEE DET (J), TH IS SHT 716 710 3-8" RSGV, FLGxMJ 728 D I v I -TB o I 7.02 I 654 558 - oD — —�" �D � �. �o O ! v I 727 C ' J \ ROCKERY REMOVE EXIST VALVES w STA EO+46 & ABAN EXIST- 6" cl Z . & INSTALL: 717 711 7.0FURNISH J m " I 00 -` x m7 I -FH ASSY W/ MJxFLG TEE17 II c 0 - I I °° ; o SEE DET E7. I , SHT C-22 STA E3+25 _ m m CONTRACTOR TO REMOVE K _ m �, � w= w - I NSTALL I WATER SERV I CE J EX I ST F I RE HYDRANT, , � m J J FINAL CONFIGURATION 01�I- - I I STA EO+28 CONNECTION & METER CAP & ABAN PIPE IN PLACE � � o CONTRACTOR TO REMOVE SEE DET E7.6, SHT C-22 I �' �' I J 4.01 I I EXIST FIRE HYDRANT °° M J • e, eM 80 75 70 65 6 ' (TYP) CAP & ABAN PIPE IN PLACE I D I SCON N ECT EX I ST WATER L I NE PLAN & REMOVE VALVES, 6" COP Q SCALE: 1 "=20' D 555 547 70 m z�x m II cn II J 0 �0 NOTES: I. THE CONTRACTOR SHALL REMOVE ALL WATER VALVE BOXES AND EXTENSIONS ALONG THE ABANDONED MAIN AND BACKFILL WITH CDF. 0 cn x w A 6" SD _ - - - - 45" COVER 33" T.O.P. Ln ---- EXIST GR AT F P I PE --- cn w � cn —MOM_ J— -- � U 0 -- �- ao = IN 8 �530 — ----- — w w SLOP TO PR ER V MAIN AT NT INTER ___ ---- EDIgTUO E SLY RISI —____ co zw>- > I GH POI N —__ — — — ~ S ��---- ---_ U 0 0 or R 95 1 90 1 85 1 O O + 80 WN Q 75 W w = Z � J w � 70 2 U a 65 COR 0 0 NOTES: EO+00 EO+20 EO+40 EO+60 EO+80 E I +00 E I +20 E 1 +40 E I +60 E I +80 E2+00 E2+20 E2+40 E2+60 E2+80 E3+00 E3+20 E3+40 E3+60 E3+80 E4+00 E4+20 E4+40 E4+60 E4+80 &W I U 1. DEPTHS OF EX I ST I NSEE DISCLAIMER, G UT I L I T I ES ARE APPROX I MATE AND BASED ON THE SHEET 1. BEST AVAILABLE DATA AT THE TIME OF DESIGN. CONTRACTOR SHALL o PROF I LE POTHOLE EXISTING UTILITIES A MINIMUM OF 200 FEET AHEAD OF WATER VERSION 4.1 MAIN CONSTRUCTION TO VERIFY DEPTHS AT CROSSINGS AND CONNECTIONS. SCALE: I "=20' HOR I Z, 1 "=5' VERT 12-9-97 NOTICE GMT ¢� M ARU _ •��..°;EL:rv�'nJ WATERLINE PLAN & PROFILE SHEET DESIGNED �` °� S� &Asso' Inc CITY OF EDMONDS �� - �� — _ — _ - 4TH AVE S HCM �P11aALLA&2011 WATERLINESTA EO+00-STA E5+00 C-11 "IF THIS BAR DOES DRAWN _ _ -_ � REPLACEMENT NOT MEASURE 1CHECKED A�GSTEg��4 — 2707 Colby Avenue, Suite 1110 PHONE 425.252.9003 SCHEDULE D THEN DRAWING IS ssIONAL��° �Z Everett, Washington 98201-3566 FAX 425.252.8853 PROGRAM 1 06 20 12 GMT RECORD DRAW I NG NOT TO SCALE �c. 13,E 14 of 36 NO. DATE BY REVISION l0�2o [PROJECT NO.: 11— 1 196.202 1 SCALE: AS SHOWN I DATE: JUNE 2011 1 O N N U Q0 w N U Qu U cn Q 0 Q U / Q0 / 0 Q / E. :9 75 Kul .6 55 STA E6+79 m FURNISH & INSTALL: _ z I —FH ASSY c"i SEE DET E7. I �- � � � � �' SHT C-22 STA E6+83 N �V m01 1-8" ADPTR FLGxMJ FURNISH & INSTALL: m o N � X oo IV c X 514 — 510 c�r� �� i c uT �� x I v x 1-8"x6" TEE, FLGxFLG ii —8 RSGV FLGxMJ c _ n z c 52.E � n N M I DET ��L 508 MOVED TO HOWELL cn 0 N cl� c 544 534 x 5 3� N SEE SH T C— 13 0 516 � c D :: I NSTALL I " WATER SERV I CE CONNECTION & METER SEE DET E7.6, SHT C-22 (TYP) ID I� � D 55J D 53I 1 11 519 511 STA E I 0+58 2" WATER SERVICE CONTRACTOR TO REMOVE & METER EX I ST F I RE HYDRANT, o �y. �- mom FTI �,�m m�'� QQ CAP & ABAN PIPE IN PLACE —�m mom cyl00 I c� cn II cn II C \ m II cD °' cj � O� W J O (n �m 07 1 N W N 6� OJ 0p O 00 N �p O 0-)O0o OC= 41 o� Do —t I � J I O I- cn 22 Iv N N Z7 V V J w j O l-, PLAN SCALE: 1 "=20' � C7 � O O O O z O � j~ EX I T GR AT OF P I PE O+ — — _---- 0 W > + cn of W C/') = W+ > p cn C� W > + cn m — w — Q---- ----- ____ O CD > O - O C Q U cf) c~i) Q c� W — _ --- X W (0 N U)- - 0 — 00 — X W N Po � �_ V) — W _ = w - -- X `� W c/) X X W W = W W w (n W — LJ cy)— M — LX --- — -----_---- --- Z Lw v)= — ------ ----_ ,_—�—---------- c Jn U ° 8" D I 5 = U _ n 0 LF Q 0� N TALL WATER MAIN AT CONT I N OUSLY RISING < Q SLOPE TO PREVENT INTERMEDIATE HIGH POINTS _ o' all 75 01 Ong 6 1 55 50 50 E5+00 E5+20 E5+40 E5+60 E5+80 E6+00 E6+20 E6+40 E6+60 E6+80 E7+00 E7+20 E7+40 E7+60 E7+80 E8+00 E8+20 E8+40 E8+60 E8+80 E9+00 E9+20 E9+40 E9+60 E9+80 E 10+00 NOTES: NOTES: 1. DEPTHS OF EX I ST I NG UT I L I T I ES ARE APPROX I MATE AND BASED ON THE 1. THE CONTRACTOR SHALL REMOVE ALL WATER VALVE BEST AVAILABLE DATA AT THE TIME OF DESIGN. CONTRACTOR SHALL o PROF ILE BOXES AND EXTENSIONS ALONG THE ABANDONED MAIN AND POTHOLE EX I ST I NG UT I L I T I ES A M I N I MUM OF 200 FEET AHEAD OF WATER MAIN CONSTRUCTION TO VERIFY DEPTHS AT CROSSINGS AND CONNECTIONS. SCALE: 1 "=20' HOR I Z, 1 "=5' VERT BACKF I LL W I TH CDF. NOTICE JAK M. TRU DESIGNED �g o� WAS 1 TED �T �.1� y DRAWN IF THIS BAR DOES CEB r NOT MEASURE 1" 48246 4 THEN DRAWING IS CHECKED °�sBGISTBg��StiS4'� 1 06 20 1LBY T RECORD DRAWING NOT TO SCALE sIONAL NO. DATE REVISION (oI20 Enzy A&A d'ateslince I PI4""nm 2707 Colby Avenue, Suite 1110 PHONE 425.252.9003 Everett, Washington 98201-3566 FAX 425.252.8853 ` CITY OF EDMON DS 2011 WATERLINE REPLACEMENT PROGRAM �C 13`0 WATERLINE PLAN & PROFILE 4TH AVE S STA E5 + 00 - STA El 0+ 00 SCHEDULE D PROJECT NO.: 11- 1 196.202 1 SCALE: AS SHOWN I DATE: JUNE 2011 RECORD DRAWING SEE DISCLAIMER, SHEET 1. VERSION 4.1 12-9-97 SHEET C-1 2 15 of 36 0 N N 0 z n Q0 I U I n w U / c cn cn Q 0 Q U Q0 / (n U 0 Q > STA E 10+20 CONNECT DI TO EXIST 8" CI FURNISH & INSTALL: 1-12"x8" TEE, FLGxFLG 2— 12" RSGV, FLGxMJ —12 DI LONG BODY SLEEVE 1-8" RSGV, FLGxMJ 1— 12"x8" RDCR, MJxMJ 2-8" 450 BEND, MJxMJ 2-8 D I P I PE, LTF II 4—TB 1-8 DI LONG BODY SLEEVE I —FH ASSY W/ 2-450 VERB BEND, SEE DET E7. 1, SHT C-22 SEE DET (K), TH IS SHT EX CB RIM-63.98' IE=61.54'-00-1 " AC DWY FURNISH & INSTALL: 4 NEW WATER METER BOXES & I" SERV I CES I N S I DEWALK. CONTRACTOR TO REMOVE EXIST METER BOXES ONCE SERVICE IS TRANSFERRED TO NEW METERS AND RESTORE SIDEWALK TO MATCH SURROUNDING CONDITIONS SEE DET E7.6, SHT C-22 ' / CONC WALK .12'DIT ... . — Cwi i -/E/I EX SSMH 1 2 11 p 1 \j Lill RIM=63.56' —� c'- c0 IE=52.66'-8" Q0 `n0 6, 12"SS 0 1 2 SD 12"SS . . M ATCH L I N E STA E 10+ 00 = SEE SHEET C— 12 ONC WALK STA E 10+37 wr FURNISH & INSTALL: w ROCKERY I — 12"x8" TEE, M JxFLG - J > EX CB 1-8" RSGV, FLGxMJ RIM=64.81' 7 2-8 450 BENDS, MJxMJ 3—TB = EX CB II ' NOTES: 3-8 D I P I PE LTF RIME 64.54' IE=62.80'-12" STA E I I +58 1-8" D I LONG BODY SLEEVE FURNISH & INSTALL: 1. THE CONTRACTOR SHALL REMOVE ALL WATER VALVE 1 — 1 2 DI SLEEVE 2" WATER SERVICE BOXES AND EXTENSIONS ALONG THE ABANDONED MAIN AND CONNECTION & METER BACKFILL WITH CDF. PER DET E7.6. 1, SHT C-22 NOTES: EXIST 8" CI WATER MAIN FURNISH & INSTALL: TEMP 8" CAP & TB NEW 8" D I P PER P NEW 12" D I PIPE PER PLAN TESTING CONFIGURATION CUT & REMOVE PIPE AS NEEDED TO CONNECT CAP & ABAN TO EXIST 8" DI EXIST 8" CI 1-14-1 12" DI LONG SLEEVE FINAL CONFIGURATION CONNECTION TO EXISTING SYSTEM K INTS STA E10+19 1. DEPTHS OF EXISTING UTILITIES ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE DATA AT THE TIME OF DESIGN. CONTRACTOR SHALL POTHOLE EXISTING UTILITIES A MINIMUM OF 200 FEET AHEAD OF WATER MAIN CONSTRUCTION TO VERIFY DEPTHS AT CROSSINGS AND CONNECTIONS. aim 75 70 CAP & ABAN EXIST 8" CI 65 NOTICE 0 Y2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS 1 06 20 12 GMT RECORD DRAWING NOT TO SCALE NO. DATE BY REVISION 55 50 GMT CHECKED STA E 13+05 — CONRACTOR TO REMOVE EXIST FIRE HYDRANT, CAP PETOS% 'SSTA E I I +68 & ABAN IN PLACE GROCE Y FURNISH & INSTALL: STORE FIRE LINE CONNECTION EX CB 1— 12"x4" TEE, FLGxFLG IM=81.06' — 12'' ADPTR, FLGxMJ IE=78. 6'-12"W I — 12'' RSGV, FLGxMJ 1-4" RSGV, FLGxMJ —TB 1-6" D I P I PE, LTF AC 1-6" D I LONG BODY SLEEVE DWY 1-4"x6" RDCR I 4" DI PIPE o 1�_FtOWELLAY00 \ �GP _�- 58" — �- / CO C WALK 4 0 EX SSCO BUILDING RIM=80.03' STA E 13+09 FURNISH & INSTALL: I —FH ASSY W/ MJxFLG TEE SEE DET E37. 1, SHT C-22 o PLAN SCALE: I "=20' REPLACE CROSSWALK & STOP BAR, SEE DET E3.2, SHT C-2 SEE SHEET C-8 77/ I �r /EX IE=68.06'-24 1 136" EX SDMH x RIM=76.82' IE=73.52'-12" Q I . — O I IE=71.52'-12" I I.oo Q o0 _ \ I... IE=66.52'-24" ..� . N \ IE=66.52 -36 V I / EX SDMH ( /= RIM=81.17' `V IE=74.17'-12" NE i. EX SSMH ff RIM=82.26' =13 -54 f IE=74.06 8 I "? STA E 13+54 = C 19+92 _ ❑ SEE SHT C-7 SEE SHEET C-7 'r w = N O U 00 � — rn r,, -) (/7 X Lij w = z�� --- U— — ,,--A 6 MI N CLR, T 0 P ' S- ,— .................. S ' 0 o w EX I ST R AT F P I PE ''' 33 R G O � � o U �- '� �Z UO S�'� 0 �\ �GN P �S — N Ld _ �,�' � P� CON \A E — N N PRE E C) cn U) ci , — ' , NSA SL0 E 0 w V) X w w , , w = w — W Z_— w �00 J ---6" MIN „ 0 = U CLR TYP H Q 8"X12' TEE E 10+00 E 10+20 E 10+40 E 10+60 E 10+80 E 1 1 +00 E 1 1 +20 E 1 1 +40 E 1 1 +60 E 1 1 +80 E 12+00 E 1 2+20 E 12+40 E 1 2+60 E 1 2+80 E 13+00 E 13+20 E 13+40 E 13+60 o PROF I LE SCALE: I "=20' HOR I Z, I "=5' VERT ov EL)A10 me 80 A E 13+54 = C 19+92 E SHT C-7 75 70 65 .m 55 50 Mo. TRU — ��` ti� WATERLINE PLAN & PROFILE ~� WAS aF mff4 Sm Ahm lac, CITY OF EDMON DS 2011 WATERLINE HOWELL WAY 48246 v ¢ 11STV, S1S4'� )NAL (0�2 2707 Colby Avenue, Suite 1110 PHONE 425.252.9003 Everett, Washington 98201-3566 FAX 425.252.8853 /�C. 18l� O REPLACEMENT PROGRAM STA E10+00 - STA E13+39 SCHEDULE D PROJECT NO.: 11- 1 196.202 SCALE: AS SHOWN I DATE: RECORD DRAWING SEE DISCLAIMER, SHEET 1. VERSION 4.1 12-9-97 SHEET C-1 3 16 OF 36 JUNE 201 I 0 N N 0 z J z J n U U U 0) I U N N cn cn Q / Q U Q0 / 0 Q > EXIST 8" DID WATER MAIN NEW 12" DI PIPE PER PLAN EXIST 4" CI WATER MAIN TESTING CONFIGURATION EXIST 4" CI WATER MAIN FURNISH & INSTALL: TEMP 8" PLUG & TB NEW8" DI PIPE PER PLAN 8" 45° VERT BEND 8" 45° VERT BEND CUT, CAP & ABAN EXIST 4" CI WATER MAIN H --/ f-7,- F I NAL CONE I GURAT I ON CONNECTION TO EXISTING SY NTS STA C 17+97 NOTES: e 1. DEPTHS OF EXISTING UTILITIES ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE DATA AT THE TIME OF DESIGN. CONTRACTOR SHALL POTHOLE EXISTING UTILITIES A MINIMUM OF 200 FEET AHEAD OF WATER MAIN CONSTRUCTION TO VERIFY DEPTHS AT CROSSINGS AND CONNECTIONS. NOTICE 0 � 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS 1 06 20 12 GMT RECORD DRAWING NOT TO SCALE NO. DATE BY REVISION AC D WY AC DWY 20 15 05 95 all 75 SEE SHEET C-7 00 I STA FO+00 = C 17+97 . . v I x SEE DET (L), TH IS SHT N � I &SHT C-7 —' I NSTALL I WATER SERV I CE I EX CB CONNECTION & METER I RIM=84.52' SEE DET E7.6, SHT C-22 TYP CO\-t—t II \ IE=76.10'-8" ( ) / I \ EX CB RIM=84.41' 511 o - -�ijc D3n \ IE=82.81'- 2"W / I ;�. FEN�E ✓ o f .l — T� X X T A � cn LO —00 ..I. \ I J. L�j .� 0 SEE SHEET C-7 STA F2+77 FURNISH & I NSTALL: 1-8" RSGV, MJxMJ 515 525 U / J z O �I F2+00 — 8 S N— Q0 1. I . 510 EX CB REPLACE CROSSWALK L M=85.01 z IE=83.10'-12"w AND STOP BAR, SEA o z DET E3.2, SHT C—D 516 EX CB RIM=84.58' IE=83.68'-6"W o PLAN SCALE: 1 20' 524 O 00 + LL LO Q U w Lli w Z � — w J w cn Q NOTES: I. THE CONTRACTOR SHALL REMOVE ALL WATER VALVE BOXES AND EXTENSIONS ALONG THE ABANDONED MAIN AND BACKFILL WITH CDF. 120 cn Li> w cn > Q O ~- cn co — c� O N w O EXIST GR AT OFPIPE ~- — — — 00 + X `� _ - - _ I--— w � — = o N LL- /_/ ' Ln O Y i 00 Q I U �cr- w w m > — CI4- - — V) w O w U � �� w Ld _ N Z C/-) co — w w = cn Ld � U z Q Q f rn �' H Q cn > cn cn � + zw� O �. y 0 _ °° cn = N C)" Li U A S�- Q N\G a_ oo �� P U) cn cn cn cn cn �'11\ X w X w X w X w X w X w rKlr � �OQ O 000 oao 00 0 GMT M.T. DESIGNED �g o� WA,- H C M � � I` y1. DRAWN CHECKED F-0+20 FO+00 FO+20 FO+40 FO+60 FO+80 F I +00 F I +20 F I +40 F I +60 o PROF ILE SCALE: I "=20' HOR I Z, I "=5' VERT Ov EL)aj 48246 V ¢ iIS TEg49 S1S4'� )NAL E�� OIl2 e�2 A&Adates, O• • �� 2707 Colby Avenue, Suite 1110 PHONE 425.252.9003 Everett, Washington 98201-3566 FAX 425.252.8853 -f�vC 1 S90 F I +80 F2+00 F2+20 F2+40 F2+60 F2+80 CITY OF EDMON DS 2011 WATERLINE REPLACEMENT PROGRAM 115 sue 105 95 all 75 WATERLINE PLAN & PROFILE HOMELAND DRIVE STA FO + 00 - STA F2 + 80 SCHEDULE C PROJECT NO.: 11— 1 196.202 SCALE: AS SHOWN 7DATE- RECORD DRAWING SEE DISCLAIMER, SHEET 1. VERSION 4.1 12-9-97 SHEET C-1 4 JUNE 201 I 17 OF 36 U a� 00 CL 0 N 0 N N 0 z J z J n U) 00 Q0 I 0 z J Ln I I Qu I I / U / cn U� / Q / 0 Q Q0 / 20 15 us 05 M0 me NOTES: s�- IE=85.33'-24"C F C) F� IE=87.56'-4"CMF OF \ I I I ) I J \ /90 /E CBI 539 R M=111.20 \ ,9 1 / /=110I40-4"N �98 AC DWY i 53I001 ii U / 14 / U V) o Ld U w W / / G CONTRACTOR TO REMOVE EX I ST FH & ABA" P 1 PE I" PLACE STA F5+78 FURN 1 SH & 1 NSTALL: —BLOW—OFF (IN ROAD) SEE DET E7.5, SHT C-22 cn / UG D STA F4+75LLJ J F3+00 FURN I SH & INSTALL: ,-- --— U I —FH ASSY W/ MJxFLG TEE z �' Q\\ \ SEE DET E7. I SHT C-22 \ \ \ 1-8"x4" RDCR, MJxMJ \ \ \ 551 STA F5+81 FURNISH & INSTALL: I —ARV ASSY ( I N ROAD) SEE DET E7.3, SHT C-22 EX SSMH RIM=121.42' IE=113.10'-8" 0 555 U U 5+81 L — I _ STA F5+8 I FURNISH & INSTALL: I — 4 PLUG �. — TB N / 1-8 DI PIPE, LTF �—' 54� o I �-536I I I I z — � � NOTE � EX SSMH UNABLE TO FIND MH EX IE=105.10-12"C RIM=111.45' I IE=101.70'-8" OR 12" TEES INTO 24" EX I ST 2" GALV WATER 5JO EX IE=91.52-24"C SERVICE TO BE ABAN PLAN, SCALE: 1 "=20' N / 560 PR ON RESIDENTIAL i SIDE OF METER I NSTALL I " WATER SERV I CE CONNECTION & METER PER DET E7.6, SHT C-22 (TYP) EXIST GR AT Z OF PIPE cn z � Q0 - , co 0 cn II 38" COVE w ,— — -- xw 0 w --- — __ — — _ ---- o 0 + -- _-- ---------- ---- 0 off ISIN G N L� U IVI CLR, YP 8' DI 196 LF M AIN AT u COpIA E ME HIGH P01 � I Q I NST A� T A P RE ENT 1NTE () w w W � Z w w J U) _ U Q F2+80 F3+00 F3+20 F3+40 F3+60 F3+80 F4+00 F4+20 F4+40 F4+60 F4+80 F5+00 F5+20 F5+40 F5+60 F5+80 F5+95 1. DEPTHS OF EXISTING UTILITIES ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE DATA AT THE TIME OF DESIGN. CONTRACTOR SHALL POTHOLE EXISTING UTILITIES A MINIMUM OF 200 FEET AHEAD OF WATER MAIN CONSTRUCTION TO VERIFY DEPTHS AT CROSSINGS AND CONNECTIONS. 06 20 12 GMT RECORD DRAWING NO. DATE BY REVISION o PROF ILE SCALE: 1 "=20' HOR I Z, 1 "=5' VERT 20 115 MEN 05 00 m .1 Ong NOTES: I. THE CONTRACTOR SHALL REMOVE ALL WATER VALVE BOXES AND EXTENSIONS ALONG THE ABANDONED MAIN AND BACKFILL WITH CDF. RECORD DRAWING SEE DISCLAIMER, SHEET 1. VERSION 4.1 12-9-97 NOTICE GMT �, M• TRU was�t — Inc��`� �&A Ov EL)A10 - `-`'- -` - - "" CITY OF EDMON DS ` WATERLINE PLAN & PROFILE SHEET 1 DESIGNED HCM �g °� '..,. c — .= ;, ,J 2011 WATERLINE HOMELAND DRIVE C-1 5 DRAWN = _ - _ STA F2+80 - STA F5+82 IF THIS BAR DOES NOT MEASURE 1" CEB � �o __ __ _ __ - REPLACEMENT SCHEDULE C THEN DRAWING IS CHECKED �8GSTEgE9 ��4 �rsi°NAL — _ 2707 Colby Avenue, Suite 1110 PHONE 425.252,9003 PROGRAM NOT TO SCALE E�°�� Z Everett, Washington 98201-3566 FAX 425.252.8853 18 OF 36 bI,LOI PROJECT NO.: I 1- 1196.202 SCALE: AS SHOWN I DATE: JUNE 20 I I cn J 00 U N O N N Cfl z m w z m cn I U I �o I I m z m w m m J Q0 U o Q I I m i U i cn Q) i Q 0 Q 0 cn 0 E Q -4-I EXIST 4" CI WATER MAIN FURNISH & INSTALL: TEMP 8" PLUG & TB EXIST 4" CI T WATER MAIN EXIST 4" CI WATER MAIN (9-- --� NEW 8" DI PIPE PER PLAN EXIST 8" DI WATER MAIN TESTING CONFIGURATION /--/-/ �14/-1-1 14-1 � EXIST 4" CI WATER MAIN TO REMAIN IN USE CUT & REMOVE PIPE AS NEEDED TO CONNECT TO EXIST 8" DI C-21 w cn co FINAL CONFIGURATION CONNECTION TO EXISTING SYSTEM NTS STA GO+00 NOTES: l J / O �W .,o 0 4- CITY PARK I ENTRANCE / INSTALL PLUG & TB ABAN EXIST 4" CI ONCE PROPOSED MAIN ON C-17 IS ACTIVE ❑A 1. DEPTHS OF EX I ST I NG UT I L I T I ES ARE APPROX I MATE AND BASED ON THE BEST AVAILABLE DATA AT THE TIME OF DESIGN. CONTRACTOR SHALL POTHOLE EX I ST I NG UT I L I T I ES A M I N I MUM OF 200 FEET AHEAD OF WATER MAIN CONSTRUCTION TO VERIFY DEPTHS AT CROSSINGS AND CONNECTIONS. NOTICE 0 � 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS 1 06 20 12 GMT RECORD DRAW I NG NOT TO SCALE NO. DATE BY REVISION / , u 1� GO+00 i\i a: l 75 70 65 .0 55 STA GO+00 CONNECT 8" D I TO EX I ST 8" D I CONIC SEE DIET E7. 18. 1, SHT C-22 & DWY > / ,I DIET (M), TH IS SHT Q � RIM-69.82' RIM 71.10SSMH EX CB STA G3+45 = E3+42 WALK x RI' o IE=63.42'-8" IE= 69. 0'-12" SEE SHT C— I I �--- FENCE x DISCONNECT EXIST WATER EX CB L LINE & INSTALL PLUG & TB RIM=72.25' IE=68.50'-12" EX CB D RIM=72.62' F- FENCE 654 .. IE=70.00'-6" ''CON C WALK �U so 12 SD . = I rLr . 811SS------ _ ERBEN DR G3+00 - / �G I +004''/CX /W-/ /ff /f/ f f / / / / /G2+00-/-/ / V--7'-/ /-1--7L /f/ 1-7`/ / / /f/ EX SSMH 811 D 1 811 D I RIMIE=67 00'�8„ —2"G MPE G3+45 �� II6 { 6 SD fl EX CB I FENCE / f. RIM-73.66' IE=71.46'-6" EX SDMH EX CB ^� r AC RIM=69.72' I 7�3 I RIM=72.79' cf)NO PIPE TO MH I I EX SSMH BOTTOM MH = 62.30 RIM=70.79 IE= 69.00'-12" _ I QWY STA GO+53 TN EL=65.80 -8 0 EX CB I RIM=72.95' FURNISH & INSTALL: IWTERVICE IE= 72.05'-6 —FH ASSY W/ MJxFLG TEE CONNECTION cn SEE DIET E7.1 SHT C-22 _ PER DIET E7.6, SHT C-22 (TYP) SEE SHEET C— 1 NOTES: PLAN 1. THE CONTRACTOR SHALL REMOVE ALL WATER VALVE BOXES AND EXTENSIONS ALONG THE ABANDONED MAIN AND SCALE: 1 20' BACKF I LL W I TH CDF. Mm (n (n - a_ - Q + CD cn (/ N _ O 0 S - - 00 00 4 " COVER cf) U) EX IST GR AT OF PIPE X w X < X W LJ W — — — — — — — — — — — — — — 0 - o� _ Ln 0 _ 00 8 DI 345 IF co z � >- ll ro � 0 INSTALLif WATER MAIN AT CONTINUOUSLY RISING POINTS 0 G-0+20 GO+00 GO+20 GO+40 GO+60 GO+80 G 1 +00 G I +20 G I +40 G I +60 G I +80 G2+00 G2+20 G2+40 G2+60 G2+80 G3+00 G3+20 G3+40 G3+60 GMT EMT. cirKIE-M y C E B 48246 ¢ CHECKED ��sBGISTEgE��tiS44' sIONAL Els OIl2 b�2 i�& A dWeslince PIUU I I 11A j 2707 Colby Avenue, Suite 1110 PHONE 425.252.9003 Everett, Washington 98201-3566 FAX 425.252.8853 o PROF ILE SCALE: 1 "=20' HOR I Z, 1 "=5' VERT ov EL)A10 � CITY OF EDMON DS 2011 WATERLINE REPLACEMENT PROGRAM WATERLINE PLAN & PROFILE ERBEN DRIVE STA GO+00 - STA G3+45 SCHEDULE D m: s 75 70 65 m 55 RECORD DRAWING SEE DISCLAIMER, SHEET 1. VERSION 4.1 12-9-97 SHEET PROJECT NO.: 11- 1 196.202 1 SCALE: AS SHOWN I DATE: JUNE 2011 C-1 6 19 of 36 0 N N z m w z J n O N I U Q0 I I w I U I Qu I I cn Q 0 Q U 0 0 0 Q Eal J r 00 • I STA H I+ 13 \ FURNISH & INSTALL: 1-8" 450 BEND, MJxMJ TB wI J- NSTALL 2-2" WATER Y ® • SERVICES CONNECTIONSco M & METERS SEE DET E7.6. 1, • SHT C-22 N moo w I\w 0 STA H 1 +21 FURNISH & INSTALL: x 1-8" 22.50 BEND, MJxMJ -TB 4X � X STA HO+20 FURN I SH & INSTALL: I -FH ASSY W/ MJxFLG TEE SEE DET E7.I, SHT C-22 X.) 1-8" PLUG 00 I -TB \ REMOVE HYDRANT ABOVE STANDPIPE. RECONNECT 2 EXIST METERS 50 45 35 30 25 i 1► STA H4+04 FURNISH & INSTALL: II 1-8" 22.50 BEND, MJxMJ -TB o STA H3+79 FURN I SH & I NSTALL: x l l 1-8" 22.50 BEND, MJxMJ cn —X X I - TB • \ \ x \ i \ • , H4+28 H2+00 / \ Q \ \ 8i► D O �6 STA H2+51 FURNISH & INSTALL: 1-8 22.50 BEND, MJxMJ I -TB o cry z UI \� Q / \ o � w LLJ s\ Q \o x \>> d� PARKS t> MAINTENANCE 'Lids FACILITY C) N m (0 cw� J I I I I w J J v w w x > PLAN o SCALE: 1 "=20' __48 W z 12"S STA H4+28 CONNECT 8" D I TO EX I ST 8" D FURN I SH & I NSTALL: 1-8" TEE, FLGxFLG 2-8" RSGV, FLGxMJ 1-8" ADPTR, FLGxMJ I -TB -LONG BODY SLEEVE 2-8" D I P I PE, LTF 0 SEE DET (N), TH IS SHT N STA H4+28, 3.5' R CONNECT 8" D 1 TO EXIST 8" D FURNISH & INSTALL: I - FH ASSY x SEE DET E7. 1, SHT C-22 x I I -8" RSGV, FLGxMJ 1-8" ADPTR, FLGxMJ 1-8" D I P I PE, LTF 1-8" LONG BODY SLEEVE 11 11 v w w LX x > w I 50 RECORD DRAWING SEE DISCLAIMER, SHEET 1. VERSION 4.1 12-9-97 NOTES: I . CONTRACTOR TO TAKE PRECAUTIONS TO AVOID ALL TREES ALONG WATERLINE ALIGNMENT. 2. CONTRACTOR TO COORDINATE WITH PARK MAINTENANCE OFFICE TO FACILITATE ACCESS TO SITE. 3. CONTRACTOR TO COORDINATE WITH PARKS MAINTENANCE OFFICE TO LOCATE EXISTING UTILITIES IN MAINTENANCE YARD. 4. PLACE TRENCH SPOILS UPHILL OF TRENCH. 5. THE CONTRACTOR SHALL REMOVE ALL WATER VALVE BOXES AND EXTENSIONS ALONG THE ABANDONED MAIN AND BACKFILL WITH CD F. FURNISH & INSTALL: I TEMP 8" BLOW —OFF & TB 45 EXIST 8" DI r� WATER MAIN 40 TESTING CONFIGURATION 35 30 25 U, U) Q0 CUT & REMOVE PIPE AS NEEDED TO CONNECT TO EXIST 8" DI FINAL CONFIGURATION 20 20 HO+00 HO+20 HO+40 HO+60 HO+80 H1+00 H1+20 H1+40 H1+60 H1+80 H2+00 H2+20 H2+40 H2+60 H2+80 H3+00 H3+20 H3+40 H3+60 H3+80 H4+00 H4+20 H4+40 H4+60 H4+80 NOTES: o PROF ILE CONNECTION TO EXISTING SYSTEM N 1. DEPTHS OF EX I ST I NG UT I L I T I ES ARE APPROX I MATE AND BASED ON THE SCALE: 1 "=20' HOR I Z, 1 "-5' VERT NTS STA H4+68 — BEST AVAILABLE DATA AT THE TIME OF DESIGN. CONTRACTOR SHALL POTHOLE EX I ST I NG UT I L I T I ES A M I N I MUM OF 200 FEET AHEAD OF WATER MAIN CONSTRUCTION TO VERIFY DEPTHS AT CROSSINGS AND CONNECTIONS. NOTICE 0 GMT DESIGNED HCM DRAWN ¢ or WASR �` .; '� �'� �o� _ �� \ - = - - = _ - _ �� L� EL)A ti'� �.., j CITY OF EDMON DS 2011 WATERLINE WATERLINE PLAN & CITY PARK STA HO+00 - STA PROFILE H4+45 SHEET C-1 7 IF THIS BAR DOES NOT MEASURE 1" CEB ��'o __ __ _ __ - _ s REPLACEMENT SCHEDV LE E THEN DRAWING IS NOT TO SCALE CHECKED �8G STEgE9 ��4 �s6GNALE�G�� Z (o _ — _ 2707 Colby Avenue, Suite 1110 PHONE 425.252.9003 Everett, Washington 98201-3566 FAX 425.252.8853 �c. 13,E PROGRAM 20 of 36 I 06 20 12 GMT RECORD DRAW I NG NO. DATE BY REVISION PROJECT NO.: 11— 1196.202 SCALE: AS SHOWN I DATE: JUNE 20 I I a� cn 00 U N 0 N N Q0 Un ry z Un N U I Q0 I I I, n J 00 Qu li U cn Q) Q 0 Q Q0 cn 0 E Q -4-I C7 AC / DWY n CONNECT 8" D I TO EX I ST 8" D SEE DET (P), TH IS SHT SEE SHT C— 5 FOR FITTINGS J Q O m STA JO+00 = C6+40 SEE SHT C-5 SEE SHEET C-5 EX CB AC RIM EL=141.15' DWY o U . IE=136.65-12"OUT N „ / - _ IN S IE=136.75 12 IE=137.15'-12" E 00/ EX CB w RIM=141.05' IE=139.10'-6" I �. . 211 EX SSMH RIM =141.25' /E=136�5'-8" CO C WALK I 1V SEE SHEET C-5 170 165 .e 155 150 145 140 r. 135 130 EX/CB RIM=142.70' REPLACE CROSSWALK AND STOP IE=138.50'-12" BAR, SEE DET E3.2, SHT C-21 EX CB RIM=141.26' IE= U � Q� 0 PLAN SCALE: I "=20' 525 EX SSMH RIM=158.21' IE=150.90'-8" EX CB RIM=157.89' IE=155.90-8" -G- B Q Q o EX CB RIM= 158.48' IE=154.20'-12 EX CB RIM=158.35' IE=155.50'-8" O O Y + J Q 0-) CONC Q U J3+00771 w ILL]U) w _ cn U 160 Q 510 1 NSTALL 2" WATER SERV I CE CONNECTION & METER PER DET E7.6. 1, SHT C-22 oQ:� cn w = o U 0 N EXIST 30R AT OF PIPE c/) O O w— cf)___—_ 0� --- Q I 0 H — x w w W = z ww w J � U a / w w w ON�\N�N\ M PAN NEE 0 0 S\- NOTES: JO+00 I. DEPTHS OF EXISTING UTILITIES ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE DATA AT THE TIME OF DESIGN. CONTRACTOR SHALL POTHOLE EXISTING UTILITIES A MINIMUM OF 200 FEET AHEAD OF WATER MAIN CONSTRUCTION TO VERIFY DEPTHS AT CROSSINGS AND CONNECTIONS. NOTICE 0 � 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS 1 06 20 12 GMT RECORD DRAWING NOT TO SCALE NO. DATE BY REVISION JO+20 JO+40 JO+60 JO+80 J I +00 J 1 +20 J 1 +40 J I +60 J 1 +80 J2+00 J2+20 J2+40 J2+60 J2+80 J3+00 PROF I LE SCALE: 1 "=20' HOR I Z, 1 "=5' VERT GMT EMT. cit'Kic-n y C E B 48246 ¢ CHECKED �G�sBGISTEg��tiS44' sIONAL �� OIl2 b�2 i�& A dWeslince PIUU I I 11A j 2707 Colby Avenue, Suite 1110 PHONE 425.252.9003 Everett, Washington 98201-3566 FAX 425.252.8853 -� of E0410 -'�vC. 13'� 0 CITY OF EDMON DS 2011 WATERLINE REPLACEMENT PROGRAM 70 65 . e, 55 we, 35 we, NEW 12" D I PIPE PER PLAN FURNISH & INSTALL: TEMP 8" PLUG & TB NEW8" DI PIPE + 1-1 PER PLAN EXIST 8" DI EXIST 4" CI WATER MAIN \ --� WATER MAIN EXIST 6 CI WATER MAIN TESTING CONFIGURATION NEW 8" CUT, CAP & DI PIPE ABAN EXIST 4" CI WATER MAIN NEW 8" DI PIPE REMOVE EXIST VALVE & TEE 8" 11.25° VERT BEND CUT, CAP & ABAN EXIST MAIN FINAL CONFIGURATION NOTES: I. THE CONTRACTOR SHALL REMOVE ALL WATER VALVE BOXES AND EXTENSIONS ALONG THE ABANDONED MAIN AND BACKFILL WITH CDF. WATERLINE PLAN & PROFILE FORSYTH LANE STA JO+00 - STA J3+00 SCHEDULE F PROJECT NO.: 11- 1 196.202 SCALE: AS SHOWN I DATE: JUNE 2011 RECORD DRAWING SEE DISCLAIMER, SHEET 1. VERSION 4.1 12-9-97 SHEET C 18 21 of 36 WE N 0 N N N ry n c I U I cn Q 0 Q U Q0 / 0 0 0 Q > / 170 165 •s 155 150 145 NOTES: O O 00 I Q U W w W cn Z w — cn w J U H Q ►� A . — .^ REMOVE EXIST FH & ABAN PIPE IN PLACE STA J3+34 FURNISH & INSTALL: —FH ASSY OFF nFT F7 I BHT 1.—?? I\IIVI- I V V.VV I \IIVI- I V V. V V IE=155.60'-8" PLAN SCALE: I "=20' STA J6+42 CONNECT TO EXIST 12" DI FURNISH & INSTALL: Q�w 0 cn o w0 N - � N O X I ST GR AT OF I PE (.0z � � O x o w U — — _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Q — — — — — cn 8" p 1 ko w w w I NST LL WATER MA I N AT c=n Z CONT I NU USLY R I S I NG w — SLOPE TO PREVENT INTERMEDIATE HIGH POINTS = z cl) J 2 U H Q J3+00 J3+20 J3+40 J3+60 J3+80 J4+00 J4+20 J4+40 J4+60 J4+80 J5+00 J5+20 J5+40 J5+60 J5+80 J6+00 J6+20 J6+40 J6+60 I. DEPTHS OF EXISTING UTILITIES ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE DATA AT THE TIME OF DESIGN. CONTRACTOR SHALL POTHOLE EXISTING UTILITIES A MINIMUM OF 200 FEET AHEAD OF WATER MAIN CONSTRUCTION TO VERIFY DEPTHS AT CROSSINGS AND CONNECTIONS. 06 20 12 GMT RECORD DRAWING NO. DATE BY REVISION o PROF ILE SCALE: 1 "=20' HOR I Z, 1 "=5' VERT 170 165 155 150 145 FURNISH & INSTALL: TEMP 8" PLUG & TB NEW 8" DI PIPE PER PLAN EXIST 12" DI WATER MAIN 1 EXIST 6 CI WATER MAIN TESTING CONFIGURATION 30" SPOOL 48" SPOOL 8" LONG BODY SLEEVE INSTALL PLUG & TB Q CD ABAN EXIST LINE FINAL CONFIGURATION NOTES: I. THE CONTRACTOR SHALL REMOVE ALL WATER VALVE BOXES AND EXTENSIONS ALONG THE ABANDONED MAIN AND BACKFILL WITH CDF. ❑e RECORD DRAWING SEE DISCLAIMER, SHEET 1. VERSION 4.1 12-9-97 NOTICE GMT ¢ oM WASR _ �� v LV EL)tig'' ti'� �n �' `J CITY OF EDMON DS WATERLINE PLAN & PROFILE SHEET 0 DESIGNED HCM �` .'� �o� - - = - - —, 2011 WATERLINE FORSYTH LANE C-1 9 DRAWN = _ - _ STA J3+00 - STA J6+42 IF THIS BAR DOES CEB �'�o __ __ _ _ s REPLACEMENT SCHEDULE F NOT MEASURE 1" THEN DRAWING IS CHECKED �BGSTEgE9 4 �ssIpNALE�p�� __ — _ 2707 Colby Avenue, Suite 1110 PHONE 425.252.9003 PROGRAM NOT TO SCALE �Z Everett, Washington 98201-3566 FAX 425.252.8853 22 OF 36 bI,LOI PROJECT NO.: 11— 1 196.202 SCALE: AS SHOWN DATE: JUNE 2011 0 O N LO N cfl O N U / U N O Q [. CITY INSPECTION REQUIRED ON FORM HMA CLASS 1/2" CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR _ FINAL JOINT SHALL A NEAT (PG SEE NOTE A STRAIGHT LINE AND ALL EXPOSED (5) WORK PRIOR TO POUR EXPANSION JOINT EDGES SHALL BE TACKED NEATLY 10' 1 WITH AR-400OW OR APPROVED EQUAL. 1 DUMMY JOINT SLOPE EXCAVATION TO AVOID UNDERMINING UNDER EXISTING EXISTING HMA PAVEMENT. 5-1/2" d d, p a . IQa d d .. tl d nd �. d Q.. i'.d °_ °. d .a ,d d Qid $. .'d 1 R °d ° a ° d a .. . d 1,. BATTER tl d d° a. d a d• a .. ..', a C 4 a a ..d .. e'• i AA Ga d° d EXISTING BASE _ 2' MIN. I I 1 a a a III=III 1 0.05 FT/FT COURSE 44 III Q -III III - - N d d ° d. ° d 2" LOW PROFILE CAST IRON MONUMENT TACK COAT CASE (SATHER MODEL #2023) OR EQUAL 1O' O.C. 5' O.0 SAW CUT ACP A MIN. III Q 1 I ° a d APPROVED BY ENGINEER OF 2' FROM EDGE OF -III Q d ° a a a d'. 6" ACP OVERLAY ACP OVERLAY PLAN GUTTER. 1-1/4" MINUS TRENCH WIDTH d d ° a FULL DEPTH 1/2" EXPANSION CSBC PER WSDOT ° a a . EXIST PAVEMENT JOINT MATERIAL 9-03.9(3) IMPORT OR NATIVE MATERIALJ ° 5' TO 10' (SEE NOTES 3&4) BACKFILL SHALL BE COMPACTED TO 95% MAXIMUM DENSITY (SEE NOTE 2) EXIST BRASS CAP 2% d NOTES: 18" STANDARD 'tl ...; d tl. d a. 9 _ 1. SEE CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOT STANDARD .. _ d p d d.Q a ��-��-��-�� d` SPECIFICATIONS FOR BACKFILLING REQUIREMENTS. 24" ARTERIAL °d=III-III-III-IiI- III... IIIIII I.I IIIIIIIIIIIIIIIIII 2. SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE 2"- 5/8" MINUS CSTC .d°.III . I iTil 11 1-III-I I I"Ti-1-1 I I -I I d BACKFILL MEETS A MINIMUM OF 95% DENSITY PER ASTM D 1557. NOTES: UNDISTURBED EARTH OR SECTION 3. CSBC DEPTH SHALL BE A MINIMUM 6" OR MATCH EXISTING WHICHEVER IS GREATER. WHEN 1. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. COMPACTED NATIVE MATERIAL 2' MIN. UNLESS OTHERWISE SPECIFIED MATCHING EXISTING CSBC DEPTH GREATER THEN 6", THEN CSBC SHALL BE INSTALLED IN MULTIPLE 2. EXPANSION JOINTS SHALL BE PLACED ADJACENT SAW CUT BY ENGINEER EQUAL THICKNESS LIFTS NOT EXCEEDING 6". TO CATCH BASINS. 3. EXPANSION JOINTS SHALL BE EVERY 10 FEET 2"- 5/8" MINUS CSTC AND DUMMY (CONSTRUCTION) JOINTS EVERY 5 FEET. 4. IF TRENCH WIDTH EXCEEDS 6 FEET IN WIDTH, THE TOP 2" OF CSBC SHALL BE REPLACED WITH A 4. EXPANSION JOINTS SHALL HAVE 1/2" TO 5/8" WIDE N 0 T E: SEPARATE 2" LIFT OF 5/8" MINUS CSTC PER WSDOT 9-03.9(3). PREMOLDED JOINT FILLER. 5. CONCRETE SHALL BE CLASS 3- 3000PSI. SATHER MONUMENT CASE OR EQUAL 1. CONCRETE SHALL BE CLASS 3- 3000PS1 6. FINISH SHALL BE LIGHT BROOM. 2. CONCRETE SHALL BE BROOM FINISHED 5. HMA DEPTH SHALL BE A MINIMUM OF 4" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH 7. CURB SHALL BE SPRAYED WITH CLEAR CURING 3. SIDEWALK THICKNESS SHALL BE 5-1/2". GREATER THAN 4" SHALL MATCH EXISTING. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURSSIDEWALKS 4. SIDEWALK THICKNESS AT DRIVEWAYS SHALL BE 6" THICK. BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2". 8. ALL SIDEWALKS POURED BEHIND CURB IN 5. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK DRIVEWAY AREAS SHALL BE 6" THICK OVER 2" of 6. CONCRETE SHALL BE SPRAYED WITH CLEAR CURING COMPOUND 6. FINAL PAVEMENT JOINTS SHALL BE NEATLY AND UNIFORMILY SEALED WITH CRS-1 OR CRS-2 CSTC WITH SUBGRADE COMPACTED TO 95% MAXIMUM DENSITY. OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS. SEALANT. 7. SAW CUT AND REMOVE ACP PAVEMENT A MIN. OF 2' FROM GUTTER FACE TO INSURE ADEQUATE COMPACTION OF ACP AND GUTTER SUBGRADE C T�' . -0F `�-C� :Of l Qom. C T�'' O EDMO Q� C T O EC�MOf lO C T O MQN,QS REVISIONS STANDARD DETAIL CONSTRUCTION DETAIL_ STANDARD DETAIL REVISIONSDATE STANDARD DETAIL APPROVED APPROVEDEVISIONBY DSO APPROVED BY APPROVED BY DAB TYPICAL HMA AND UTILITY PATCH D. GEBERT 4/27/05 STANDARD TYPE "A" CURB/GUTTER DETAIL 2" OVERLAY ADJUSTMENT RISER- BRASS CAP D. GEBERT 4/27/05 CONCRETE SIDEWALK D. GEBERT 4/2/07 1890-1g90 Est 18913 89p_1990 D. GEBERT 04/2/07 DATE SCALE DWG NO. Est. 1890 7/24/01 NTS E2.13 DATE SCALE NTS DWG NO. E2.3 DATE 7/24/01 SCALE NTS DWG NO. E2.8 DATE 7/24/01 SCALE NTS DWG NO. E2.28 2" DIA X 1 /8" THICK STEEL SLEEVE. LENGTH MAY VARY EXCAVATION LIMITS MANHOLE ADJUSTMENT ACP OVERLAY 1�1' /16" WIDE BEAD, 1/8" HIGH EXIST PAVEMENT ° d. FILL WITH SATURATED WASHED SAND ° • ` :° "a.:•::a CONC. DONUT RING OR AND 3" OF CLASS "G" ACP AND COMPACT d .. :. a: d• `d :i .. BRICK, GROUTED IN PLACE g WITH EMBECO NON -SHRINK ° U) •a. w- �. GROUT #636 OR APPROVED EQUAL / p' d. ... JN °d. cn Z d� i �Q p id ra •. n l �1 Q= N Ld o �. 4. 1 /2 d e .. p. a. 7" e:.. .. .. .'a .a ... a` 00 v d • ':d .e LL i d a SATHER MONUMENT i CASE OR EQUAL �� RECORD DRAWING O T O E M O f�J Q C I Y O E.: f '1: .: f I D 0 TY .� 0�.' CO I�/l O N 0 SEE DISCLAIMER, IsioNp REVAPPROVED STANDARD DETAIL �vlsloNs STANDARD DETAIL IsioNs STANDARD DETAIL SHEET 1. BY DATE APPROVED DATE APPROVED BY DATE OVERLAY ADJUSTMENT RISER- B.0 (LESS THAN 2") MANHOLE ADJUSTMENT DETAIL MONUMENT CASE VERSION 4.1 189 90 0-19 1 0-1990 8g 1 0_19 0 8g 9 12-9-97 DATE 7/24/01 SCALE NTS DWG NO. E2.29 DATE 7/24/01 SCALE NTS DWG NO. E2.32 DATE 7/24/01 SCALE NTS DWG NO. E2.33.1 NOTICE GMT .¢, oM A kIr ,'` ��w _ , �BGSTER�9 Q�� F`rsE� Z IpNAL (ol 2 = = -A&A%odW,1c.��?`' _ _ _ - /� = _ - _ _ - 2707 Colby Avenue, Suite 1110 PHONE 425.252.9003 Everett, Washington 98201-3566 FAX 425.252.8853 -V LL',{1 ... � ,01�DESIGNED CITY OF EDMONDS 2011 WATERLINE REPLACEMENT PROGRAM /NC69 . ,� 1 CITY STANDARD DETAILS - 1 SHEET C-20 23 of 36 HCM IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE DRAWN CEB CHECKED 06 20 12 GMT RECORD DRAW I NG NO. DATE BY REVISION PROJECT NO.: I I - 1 1 96.202 SCALE: AS SHOWN DATE: DUNE 20 I I U u) / J Q W 0 N N Un n co Q 0 Q U / Q0 / / co U O Q > a) / TWO—WAY LEFT TURN STRIPE (YELLOW) 4" 4„ 4" 10' - 30' BROKEN YELLOW SKIP CENTER LANE STRIPE 4" 30' 10' BROKEN WHITE LANE STRIPE 4" 1 10' r 30' WIDE LINE STRIPE 8„ NOTE: ALL PAVEMENT MARKINGS SHALL CONFORM TO SECTION 8-22 PAVEMENT MARKING OF WSDOT/APWA STANDARD SPECIFICATIONS. STRIPES SHALL BE CONSTRUCTED WITH HIGH REFLECTIVE PAINT UNLESS OTHERWISE NOTED Est 1890 OTC'` OF:..EDfVI:Of ID : REVISIONS STANDARD DETAIL APPROVED BY DATE ROADWAY PAVEMENT STRIPING DATE 6/16/03 SCALE NTS DWG No. E 3.1.1 40' O.C. 4 20' O.C. TYPE 2YY RPM ON CURVES PAINTED DOUBLE YELLOW CENTERLINE 40' O.C. 30' O.C. TYPE 1 W RPM TYPE 2W RPM BROKEN LANE STRIPE 10' O.C. TYPE 2W RPM /TYPE 1W RPM • • • • • i • • • • 000000 ■• 09900 2' o. C. __ft{ SOLID GORE (STRIPE 30, O.C. �� • • • • • • • • • •• • • • • 20' O.C. TYPE 1Y RPM 2' O.C. TYPE 2YY RPM TWO-WAY LEFT TURN STRIPE C-CURB 10' O.C. TYPE 2YY RPM C-CURB MAX TRENCH PAY WIDTH (SEE TABLE BELOW) ,4 T - .° a a ° 4.. v d III=1I ad ° ° a w W'44. Cn a. b � _-1111_I > O 0 O � Ubi zM Z U O Ww oX 0 U 6" MIN 6" MIN 8" MIN 8" MIN — NOTE: SEE NOTE 1� 1. MAXIMUM WIDTH OF TRENCH AT TOP PIPE • 36" FOR PIPE UP TO AND INCLUDING 12" NOMINAL DIAMETER • I.D. PLUS 18" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER 2. REFER TO CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF WSDOT SPECIFICATIONS FOR ROAD, BRIDGE & MUNICIPAL CONSTRUCTION FOR MATERIAL GRADATION AND ADDITION INFORMATION. CITY° APPROVED BY I DATE Est 1890 SEE E2.3 BANK RUN GRAVEL FOR TRENCH BACKFILL (AGGREGATE GRAVEL BASE 100% PASSING 2-1/2") PER WSDOT 9-03.19 SEE SPECIFICATIONS FOR DOMESTIC SERVICE DETAIL CLASS 52 DUCTILE IRON PIPE UNLESS SPECIFIED OTHERWISE BEDDING MATERIAL (5/8" MINUS) CRUSHED PER COE MOD 9-03.16.A.2 (SEE NOTE 2 BELOW) TABLE 1: MAX. TRENCH PAY WIDTH TRENCH DEPTH MAX PAY WIDTH 1' — 4' 40" 4' — 10' 60" 10' — 20' 72" :-' E D fVI Q f I D CONSTRUCTION DETAIL_ TYPICAL WATER LINE TRENCH SECTION DATE SCALE NTS DWG NO. E4.5 12" (CITY) OR 24" (STATE ROUTES) THERMOPL STIC STOP BAR (TYPICAL AT CONTROL INTERSECTIONS ONLY) STRIPES SHALL START AND BE I / I CENTERED ON THE ROAD CENTERLINE. STRIPES SHALL ALSO BE CENTERED ON LANE DELINEATORS OF MULTILANE ROADS. 4' (TYPICAL) 1' CLEAR SPACE BETWEEN STRIPES (TYPICAL) 5.5' 0.0 1' CLEAR SPACE BETWEEN STRIPE AND CURB (TYPICAL) 1' X 8' THERMOPLASTIC STRIPES (TYPICAL) 40' H.C. 20' H.C. ON CURVES NOTE: • • • • • • • • • • • • • • • • • • • ® • • • WHEN THERMOPLASTIC CROSSWALKS ARE PLACED ADJACENT TO OR ON STATE HIGHWAYS, THE LAYOUT PATTERN SHALL MATCH THE EXISTING STATE LAYOUT. CITY REPRESENTATIVE TO VERIFY LAYOUT. 2' TYPE 1Y RPM O.C. DOUBLE YELLOW TYPE 2YY RPM CENTERLINE ** DIMENSION MAY VARY DEPENDING ON ROAD WIDTH COORDINATE ACTUAL SPACING WITH CITY EPRESENTATIVE) 'a90-199v TY` O E E DREVISIONS fVl O fl D APPROVED BY DATE STANDARD DETAIL_ D. GEBERT 6/16/03 ROADWAY RAISED PAVEMENT MARKERS DATE SCALE DWG NO. 4/01/03 NTS E3.1 1 06 20 12 GMT RECORD DRAWING NO. DATE BY REVISION NOTICE 0 Y 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE 'cf90-199v GMT DESIGNED HCM DRAWN — r — UI ILUI\LU CITY OF EDMONDS REVISIONS STANDARD D ETAI L_ APPROVED BY DATE D. GEBERT 10/6/03 CROSSWALK DETAIL DATE SCALE DWG NO. 7/24/01 NTS E3.2 y o� 48246 v ;1STER�9 )NAL ECG OIl2 bI2 MAXIMUM TRENCH PAY WIDTH (SEE TABLE BELOW) vvvwwvvvvwvvv� �WWWWWWI"W��♦ wwwwwww IV I ��1�E�E'WEWE ��,1 .. l�i • 8" MIN SEE NOTE 1 8" MIN N OTE: 1. MAXIMUM WIDTH OF TRENCH AT TOP PIPE • 36" FOR PIPE UP TO AND INCLUDING 12" NOMINAL DIAMETER • 1. D. PLUS 18" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER 2. REFER TO CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF WSDOT SPECIFICATIONS FOR ROAD, BRIDGE & MUNICIPAL CONSTRUCTION. FOR MATERIAL GRADATION AND ADDITIONAL INFORMATION. 'd90-199U &A%odWjnc. • / 3 2707 Colby Avenue, Suite 1110 PHONE 425.252.9003 Everett, Washington 98201-3566 FAX 425,252.8853 SEE E2.3 BANK RUN GRAVEL FOR TRENCH BACKFILL (1-1/4" MINUS) CSBC PER COE MOD 9-03.19 OR SUITABLE EXCAVATED MATERIAL AS APPROVED BY CITY ENGINEER (SEE NOTE 2 BELOW) BEDDING MATERIAL (5/8" MINUS) CRUSHED PER COE MOD 9-03.1 6.A.2 (SEE NOTE 2 BELOW) TABLE 1: MAX. TRENCH PATCH PAY WIDTH TRENCH DEPTH MAX PAY WIDTH 1 ' — 4' 40" 4' — 10' 60" 10' — 20' 72" D�ITY O:.E:' E D fM-0' C:D S.: APPROVED EVISIONSATE CONSTRUCTION DETAIL TYPICAL TRENCH SECTION DATE SCALE NTS DWG NO. E4.2 'Nc. 1 Soo CITY OF EDMONDS 2011 WATERLINE REPLACEMENT PROGRAM TRENCH EDGES MUST BE SAW CUT AND TACKED PRIOR TO FINAL TRENCH PATCH _J _J cn w 0 _J O m z O c� CD z_ O� �c� w mm wW LL_ w0_ _ of LL 'd90-199v TRFNlr'P WIf1TP 3EE E2.3 REVISED: 8/17/06 MODIFIED HATCH C. I TY:::.. 0 E::D: f�'1:0f�I D �: APPROVED EVISION SM STANDARD DETAIL BY DA D. GEBERT 07/28/05 TYPICAL TRENCH SECTION- CONTROL DENSITY FILL D. GEBERT 04/02/07 DATE 7/24/01 SCALE NTS DWG NO. E4.4 CITY STANDARD DETAILS - 2 RECORD DRAWING SEE DISCLAIMER, SHEET 1. VERSION 4.1 12-9-97 SHEET C-21 24 of 36 PROJECT NO.: I I - 1 196.202 1 SCALE: AS SHOWN I DATE: JUNE 20 1 1 I ROW PROPERTY MOUNT HYDRANT PLUMB LINE PROVIDE 3' MINIMUM CLEARANCE / AROUND HYDRANT PAINT PIPE ABOVE GROUND YELLOW ©METER INSTALLED BY CITY DOUBLE SIDED BLUE RAISED 4" x 4" CONC. MARKER POST NOTE: PAINTED YELLOW WITH BLACK 2" OPEN PATTERN RETURN FINISHED PAVEMENT MARKERS METER BOXES SHALL NOT BE MIN. 6" BEHIND BACK OF - G GRADE SIDEWALK STENCILED DISTANCE AND DIRECTION BEND 17" X 28" CONC. METER BOX WITH 3 PLACED IN DRIVEWAY AREAS. TO VALVE � �� 4" STORZ ADAPTER STEEL DIAMOND PLATE COVER, MV 2" BEEHIVE STRAINER FOG-TITE METER SEAL CO. NO.2 o ALIGN VALVE BOX EARS TEE WITH FLANGED x x PARALLEL WITH THE WATER CONNECTION FOR _ - - - - - - - FINAL GRADE BALL VALVE g Z LINE IT SERVES HYDRANT VALVE L� 17" x 28" GONG. METER BOX z 2" PVC � 4" MIN - 6" MAX 04 w w WITH 3/8" STEEL DIAMOND THREADED O O 3' x 3' x 3.5" THICK a10 o a ACP 4» PLATE COVER, FOG-TITE T o PLUG CONCRETE PAD m o SIDEWALK METER SEAL CO. NO. 2 E E a cD f BASE COURSE R N OH AROUND HYDRANT ----------------- 2 BRASS 45 BEND -IIT-TfT=====-================= C° A III=III=III D FINAL GRADE 1 CY 1-1/2" WASHED CAST IRON ADJUSTABLE I ROCK. 1' MIN ABOVE FL x MJ 6" R.W. VALVE BOX OC 940 STYLE VALVE B DRAIN HOLES AND GATE VALVE I a CAST K AROUND HYDRANT TO RESTRAINED JOINTS 10 MIL PLASTIC ASSY. OR EQUAL ASSEMBLY ON VALVE BOX BOTTOM OF DITCH LINE. O DIRECTION ---- MEGA-LUG OR EQUAL BETWEEN BLOCK OF FLOW COVER TOP AND SIDES & TEE (GALV) 0° ELL WMAIN OA OD \ C /O O WITH MIRAFI 160N OR CAST IRON APPROVED EQUAL. III -+ - - + VALVE BOX O I1 THRUST BLOCK 2" FIP RSGV I 2" THREADED BRASS PIPE O (CUT TO LENGTH) MATERIAL LIST -ill=III=III III-111=III='' 2" MIN 2" GATE OA ALL 1" SERVICES TO BE TYPE "K" SOFT COPPER TUBING. CLEARANCE 2" IP TAP DOUBLE FLANGED BETWEEN VALVE (R/W) UNDISTURBED EARTH CONNECTION BLOCKING AND AWWA WITH STRAP SERVICE 1 - 2" BRASS ST. ELL OB 1" BALL CORP. STOP WITH CC THREAD INLET AND COPPER (CTS) GRIP OUTLET. BOLTS OPERATING SADDLE EQUAL WATER (FORD OR MUELLER). 12"x12"x4" VALVE `' 'a 1 - 2" BRASS 90° ELL CONC. BILK. ROMAC 202S MAIN DUAL PURPOSE UNION. 2" GALV. IRON PIPE (FIELD LOCATE) NEXT `. 2 x 3" THREADED O MIPT X CTS GRIP BALL VALVE CURB STOP EQUAL HYDRANT CONNECTION PIPE TO 'p a v TO EXIST PROPERTY ` BRASS NIPPLE TO FORD B84-444Q FOR 1" BE DUCTILE IRON CLASS 52. ANY 12"x12"x4" J LINE GONG. BLK. E NEW 1" SERVICE: ANGLE BALL METER VALVE BY SINGLE CHECK. 15" HIGH WITH DUAL INTERMEDIATE JOINTS TO BE <.ThiRUST° 2" BRASS 0 0 0 0 J 4"x4%8" CONC. BRICK O PURPOSE UNIONS ON INLET AND OUTLET. HORIZONTAL IN HORIZONTAL OUTLET. RESTRAINED BLOCK STREET ELL O O O O 2 x 3" THREADED (TO BEARING SOIL) EQUAL TO FORD VBH94-15W-11-44. ° 0 0 0 0 0 O BRASS NIPPLE EXISTING 1" SERVICE: USE SAME AS ABOVE WITH NO SINGLE CHECK. a. . EQUAL TO FORD VB94-15W-11-44. NOTES. ° 0 0 c N 2" RESILIENT SEAT OF 1" CC TAP SERVICE SADDLE EQUAL TO ROMAC 101S 1. HYDRANTS AND ALL MATERIALS TO BE IN ACCORDANCE WITH CITY OF EDMONDS 1 O 0 O O O n O GATE VALVE FIPT APPROVED MATERIAL LISTINGS. © MID -STATES PLASTIC METER BOX 1324-12 FOR 1" SERVICE MS 13x24 DUCTILE LID WITH 7Y2"x02" READER FOR 1" SERVICE 2. HYDRANTS SET IN CONCRETE REQUIRES AN EXPANSION STRIP AROUND HYDRANT BARREL. IN ADDITION, s' THE INSTALLATION OF THE HYDRANT ON PRIVATE PROPERTY SHALL EQUAL OR EXCEED STANDARDS 2" AIR/VACCUM RELEASE OH FOR VACANT LOT (FUTURE USE) LOCATION MARKED WITH PAINTED 2" X 4" STAKE SET FORTH FOR THE INSTALLATION OF PUBLIC FIRE HYDRANTS IN THE CITY OF EDMONDS.-iii-iii-iir 2" BRASS ELL VALVE, "APCO" OR "GRISPIN" WITH "WATER" STENCILED ON IT. 11=1 11=1 11=1 11=1 11=1 I 3. ALL HYDRANTS SHALL BE 6" MJ BASE. TRAFFIC MODEL PROVIDED WITH 42) 2-1/2" HOSE NOZZLES AND-111�11-III-III-III- MODELS ONLY O 14GA. WIRE TRACER (TAPED TO PLASTIC PIPE EVERY 10') (1) 4-1/2" NST PUMPER NOZZLE WITH 4" STORZ QUICK COUPLING ADAP ER. 4"x4"x8" CONCRETE BRICK 4. PUMPER PORT SHALL FACE THE STREET OR ROADWAY FOR FIRE ENGINE ACCESS. O SCHEDULE 40 3/4" OR 1' PLUG. REMOVE WHEN CONNECTION IS MADE TO CUSTOMER LINE. SUPPORTS TO BEARING 2" BRASS NIPPLE 5. THREE FOOT MINIMUM LEVEL CLEARANCE SHALL BE MAINTAINED AROUND HYDRANT SOIL BRASS PIPE UP TO OK WATER SERVICE TO HOUSE. WHEN PLACING LANDSCAPING OR ROCKERIES (ETC). INLET OF AIR VAC FOUNDATION ROCK 6. FIRE HYDRANTS SHALL BE PAINTED SAFETY YELLOW BRAND: KELLY MOORE (1700-63 SUNBURST YELLOW) NOTE: PLACE BLOW -OFF ASSY. WITHIN 3' OF END OF MAIN. © CITY TO SUPPLY 3/4" OR 1" METER AS REQUESTED BY THE PROPERTY OWNER. IF USING 3/4" METER, CITY WILL PROVIDE REDUCERS. 7. CONSTRUCT 3' X 3' X 3.5" THICK CONCRETE PAD AROUND HYDRANT PIPE. DOUBLE STRAP 8. RAISED PAVEMENT MARKER TO BE PLACED 4" FROM C/L OR PAINTED LINE ON HYDRANT SIDE OF ROAD. DUCTILE IRON PIPE SERVICE CLAMP CITY O E:D:f 1. .f�C D C TY O E E C� f O f l Q C TY .. O E D. fVI O.N Q S. � C TY O.E � C� fVI :O.N O �. APPROVED BY DATE REVISIONS CONSTRUCTION DETAIL APPROVEDREVISIONS ATE STANDARD DETAIL APPROVEDREVISIONS ATE CONSTRUCTION DETAIL APPROVED REVISIONS BY ATE CONSTRUCTION DETAIL D. GEBERT 5/26/06 ARV ASSEMBLY TYPE 1 BLOW -OFF ASSEMBLY 1" WATER SERVICE - FOR 3/4" LL 1" METER �- FIRE HYDRANT ASSEMBLY ( ) INSTALLATION 1g90-199� DATE SCALE NTS DWG NO. E71 �890-1990 DATE 7/24/01 SCALE NTS DWG NO. E7.3 1$ 0 DATE SCALE NTS DWG NO. E7.5 %8 0 DATE SCALE NTS DWG NO. E7.6 cn 90-199 90-199 00 ``' BLIND FLANGE OR GROUND/ROADWAY z SMALLER SIZE PIPE - b CONC. BRICK SUPPORT U BLIND FLANGE A C U , B MJ X MJ D.I. LONG BODY COUPLING = o '„ " 3' MIN. w � GROUND/ROADWAY 6» o O s 'x `;�' (TYP) Q - COUPLING MAIN r-1 L J MAIN WATER M N Lc) z 11 BLIND FLANGE A _ O MJ� FL X FL TEE 16 N CAPPED CROSS CROSS TEE W/PLUG FL X MJ (TYPICAL) V N 61 O b FL X MJ RSGV O ih (TYPICAL) LO O q-. CO 15 B N 940 STYLE CAST IRON N \ VALVE BOX AND EXTENSION U 3 5 4 NOTE: SERVICE TAP TO MAIN SHALL BE ANGLED AND NOT EXCEED 22 DEGREES TEE CAP 90' BEND INSTALL RIBBED PVC PIPE (ASTM D-3034) ACP SURFACE O 14 MATCH d d (3" MINIMUM) NESS WHE(TYPNFORING ALLCDF VALVES) FILL ONLY O CD t� NOTE 2" METER SETTER EQUAL TO: VBB87-12HB-1177 FOR EXISTING O o w r-- Q SERVICES ° 11-1 4° BEND m °' w 45 BEND 22-1/2' BEND / N O J H ~ 0 J (n 2 O 1. 2" (IP TAP) DOUBLE STRAP SADDLE EQUAL TO 10. 2" METER SETTER WITH HIGH BYPASS * a 3 0 ROMAC STYLE 202'S NOTE: 2" MTR SETTER EQUAL TO FORD o o N VBH87-12HB-1177 0- a 0 2. 2" BRASS IP BALL CORP NOTES: o a o 11. METER BOX MID STATES PLASTIC METER BOX (MSBCF THRUST BLOCK TABLE * o 3. 2 - 2" BRASS STREET ELLS FOR SWING JOINT 17x30x18) WITH MSCBC 1730R 1. BEARING AREA OF CONCRETE THRUST BASED ON 200 PSI PRESSURE AND SAFE SOIL. BEARING LOAD OF 2,000 POUNDS PER SQUARE FOOT. MIN. BEARING AREA AGAINST UNDISTURBED SOIL CD 4. COPPER TYPE K SOFT PIPE (2") 12. 2" TYPE "K" HARD COPPER z 2. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZES, PRESSURES, AND o SQUARE FEET SOIL CONDITIONS. _ 5. 2" MIPT X CTS GRIP FITTING 13. SCHEDULE 40 2" PVC CAP REMOVED WHEN �w CONNECTION MADE TO CUSTOMER MIN. DIST (IN FEET) m / 6. 2" FIPT X CTS GRIP FITTING PIPE SIZE A B C D E b d 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A MINIMUM J OF 1/4 SQUARE FOOT BEARING AGAINST THE FITTING. 14. 4"X4"X8" CONCRETE BLOCK SUPPORTS 4" 3 1 1 1 1 1 0.5 MAIN COUPLING Q 7. BACK SIDE OF METER BOX SHALL BE SET AT THE 6° 4 4 2 1 1 1 0.5 4. BLOCK SHALL BEAR AGAINST FITTINGS ONLY AND SHALL BE CLEAR OF PROPERTY LINE. 15. 2" RESILIENT WEDGE GATE VALVE (FIP X FIP) WITH 2" JOINTS TO PERMIT TAKING UP OR DISMANTLING A JOINT. L1J NOTE: METER BOXES SHALL NOT BE PLACED IN AWWA OPERATING NUT 8° 7 6 4 2 1 1.3 0.7 0 DRIVEWAY AREAS. '= / 16. 2 PIECE VALVE BOX -TOP SECTION TO BE RICH 940 10" 11 10 6 3 2 1.6 0.9 5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL ~ . Cn 8. 2" BRASS ST ELL STYLE 18" WITH REGULAR BASE SECTION. LENGTH TO 12" 16 14 9 5 3 1.9 1.1 TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATIONAL d; + FIT. PRESSURE UNDER ALL CONDITIONS OF SERVICE. N 16° 29 25 16 8 4 2.6 1.4 ° 9. METER SPACER TO BE SUPPLIED AND INSTALLED BY 6. BLOCKING MAY BE REDUCED WITH USE OF RESTRAINED JOINTS ADJACENT THE CONTRACTOR. SPACER MUST HAVE A MINIMUM TO FITTINGS. � OF 8 - 1/4" HOLES DRILLED IN SPACER BODY. I III I_, CONC. BRICK SUPPORT / NOTE: CITY TO SUPPLY 1-1/2" OR 2" METER AS NUMBER OF BRICKS REQUIRED Cn REQUESTED BY PROPERTY OWNER. IF 1-1/2" METER �- I I -III DEPENDS ON AMOUNT OF OVER EXCAVATION RECORD + IS USED CITY WILL SUPPLY REDUCERS TO CONNECT _ �. � DRAWING In ..0 T�' 0 F:...E D -M- N. � .0 TY .. 0' ....E C� M. C f�I C � : � .0 TY .. 0' ... .E. � M. C f� O Q SE E E DISCLAIMER, l� APPROVEREVISIONS DATE APPROVED BYV I S I O N SDATE APPROVED BYV S I O N DATE SHEET 1. CONSTRUCTION DETAIL STANDARD DETAIL STANDARD DETAIL Q „ FOR 1-1/2" OR 2" METER TYPICAL WATER VALVE CLUSTER CONNECTION DETAIL � 2 WATER SERVICE - INSTALLATION CONCRETE THRUST BLOCKING VERSION 4.1 / 89 90 DATE SCALE NTS DWG NO. E7.6.1 �89 90 DATE 7/24/01 SCALE NTS DWG NO. E79 �89 90 DATE SCALE NTS DWG N0. E7.18.1 12-g-97 0-19 0-19 0-19 8/17/06 NOTICE GMT M.TR #h&AwdW1bcf SHEET ,/ o� wAs= �CITY OF EDMONDS cn 0 1 1 DESIGNED ,'` � k ...-t" c /2 FAQ • HCM y _ ,� __ _ _ _ �� 2011 WATERLINE CITY STANDARD DETAILS - 3 C-22 o DRAWN = _ IF THIS BAR DOES _ _ _ REPLACEMENT �I NOT MEASURE 1" CEB �"�o �BGSTEa�9 Q�� - 2707 Colby Avenue, Suite 1110 PHONE 425.252.9003 THEN DRAWING IS srONAL E� �Z Everett, Washington 98201-3566 FAX 425.252.8853 ,� PROGRAM CHECKED Fs �z / I 06 20 12 GMT RECORD DRAWING NOT TO SCALE 20� Nc, 169 25 of 36 NO. DATE BY REVISION (ol PROJECT NO.: I I - 1 196.202 SCALE: AS SHOWN DATE: JUNE 20 1 I C� U� J 00 C� _ Q L() O N O N Ln N r� N 7) N 0 I Q I N O N M Cn 0 0 Q �I PIPE CAP PIPE CAP TOP OF A A POLE NOTES 1. Provide a separate curb ramp for each marked or unmarked crosswalk. SEE CONTRACT PLANS SEE CONTRACT PLANS Curb ram location shall be laced within the width of the associated - 4' - 0" MIN. - 4' - 0" MIN. PEDESTRIAN CURB p p 3/8" EXPANSION JOINT (TYP.) PEDESTRIAN CURB 3/8" EXPANSION JOINT (TYP.) SEE NOTE 4 Crosswalk, or as shown In the Contract Plans. 3/4" x 4" LONG S.S. BOLT 1. See Standard Plan J-20.26 for Pedestrian Push Button details. WITH (2) 1" FLAT WASHER (TYP.) - SEE 84D. PLM fF40.10 - SEE NOTE 4 - SEE STANDDADW PLAN fF-M.100 LANDING PEDESTRIAN PUSH BUTTON LANDING 2. Where "GRADE BREAK" is called out, the entire length of the grade I -SEE NOTE 1 SIGN SIDEWALK break between the two adjacent surface planes shall be flush.7 FLAT BACK HUB PLATE - SH e I B Do U BUTTON 1 1/2" DIAM. NPS ALUMINUM CURB AND GUTTER - v SIDEWALK g 3. not place gratings, junction boxes, access covers, or other appurte- FOR _ o X N �'I nances in front of thre curb ramp or on any part of the curb ramp or landing. CURVED HUB PLATE WITH CABLE GUIDE - PEDESTRIAN PUSH BUTTON v 3" R. 1 1/2" DIAM., NPS ALUMINUM -SEE NOTE 1 i n 4. See Contract Plans for the curb design specified. See Standard Plan CURB & GUTTER g p SEE CONTRACT PLANS F-10.12 for Curb, Curb and Gutter, and Pedestrian Curb Details. - a' - o" MIN. (TYP.) CURB RAMP CURB RAMP DETECTABLE WARNING SURFACE CURB RAMP ` - SEE 3TG^�i.ORM PLAN fF-W.10 DETECTABLE WARNING SURFACE SEE CONTRACT PLANS 5. See Standard Plan F-30.1 O for Cement Concrete Sidewalk Details. FACE OF CURB - SEE 0TMOMB PLM fF-MAID - 4'- 0" MIN. See Contract Plans for width and placement of sidewalk. 0 OF STAINLESS STEEL 9UF STRAP (TYP.) FACE OF CURB DEPRESSED CURB & GUTTER 2MAX. CROSSWALK DEPRESSED CURB & GUTTER CROSSWALK 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adacent Curb, Curb and Gutter, Pedestrian Curb or Sidewalks. EXTENSION ARM -- 1 1/2" DIAM. STEEL SEE STANDARD SPECIFICATION 9-29.6(1) 7. The curb ramp maximum running slope shall not require the ramp length p `O PLAN VIEW DETECTABLE WARNING SURFACE GRADE PLAN VIEW to exceed 15 feet to avoid chasing the slope indefinitely when connecting TYPE PARALLEL A - SEE STARIOMW PLAN fF49.10 BREAK TYPE PARALLEL B gUTSN _ FORON to steep grades. When applying the 15 foot max. length, the running slope - COUNTER SLOPE of the curb ramp shall be as flat as feasable. SEE CONTRACT PLANS FA E OF CURB 5.0% MAX. -4'-o"MIN M - GRADE 8. Curb ramp, landing, & flares shall receive broom finish. See Standard X - BREAK Specifications 8-14. VARIES O of 2.0%MAX. TOP OF LEGEND ROADWAY ¢ 4�t - SLOPE IN EITHER DIRECTION X CEMENT CONCRETE DEPRESSED PEDESTRIAN CURB LANDING CURB & GUTTER d a - SEE STANDDAM PLAN fF-10.12 - SEE NOTE 6 & 4 a SECTION O 15'- 0" MAX. - SEE CONTRACT P S 15- 0" MAX. - 15' - 0" MAX. - SEE CONTRACT PL4 S SEE NOTE 7 --4'-0"MIN SEE NOTE 7 SEE NOTE 7 -4'-0"MIN SIDEWALK GRADE BREAK SIDEWALK GRADE BREAK GRADE BREAK v a- GRADE BREAK I- �83MAX. 8.3% MAX. MAX. TOP OF SIDEWALK PEDESTRIAN OR SHOULDERCURB o 2.0%MAX. � 2.0 /o MAX. (��8% JEL CURB RAMP CURB RAMP CURB RAMP LANDING PEDESTRIAN CURB /30'EXPANSION X X TOP OF Q Q SIDEWALK LANDING 3/8" EXPANSION JOINT (TYP.) - SEE 37MOAM PLAN IF-IOA2 � � - SEE 87MOA63D PLAN fF40A00 JOINT (TYP.) - SEE STMDAUW PLAN fF-M.100 SECTION O SECTION O 1/4" PREMOLDED 1/4" PREMOLDED JOINT FILLER JOINT FILLER "CEMENT CONCRETE CURB RAMP TYPE "CEMENT CONCRETE CURB RAMP TYPE PARALLEL B" PAY LIMIT ^ SEE NOTE 6 PARALLEL A" PAY LIMIT SEE NOTE 6 PARALLEL CURB RAMP ISOMETRIC VIEW ELEVATION ELEVATION PEDESTRIAN PUSH / WITHOUT LANDING WITH LANDING BUTTON POST *' FILE NAME #> *""*DESIGNFILENAME*""* SHEET 1 OF 1 SHEET TIME *TIME* MUN STATE FED.AID PROJ.NO. Amok IS-1 DATE ****DATE*" 10 IWAWASH PLOTTED BY **USERNAMEtt M F-40.12-01 06-03-10 Joe Washington State DESIGNED BY Sim ENTERED BY ISOMETRIC VIEW ISOMETRIC VIEW + Department of Transportation oP CHECKED BY CON== W. LWTtee W. PROD. ENGR. PEDESTRIAN PUSH BUTTON POST Washington State 2 TYPE PARALLEL A PAY LIMIT TYPE PARALLEL B PAY LIMIT A Department of Transportation REVISION DATE BY P.E. CAW IMDATE P.E. STMr ewe a- PPB AND FOUNDATION SHEM REGIONAL ADM. 10, 30' 10, SEE CONTRACT FOR LENGTH w 2 1/2" PIPE CAP 1 .8125' 1875" PEDESTRIAN PUSH BUTTON POST - TOP OF POST 2 1/2" DIAM. SCHEDULE 40 STEEL PIPE _ (OR 1 13/16") 3/8" - 16 x 3" STAINLESS STEEL BOLT WITH WASHER (TYP.) 0.391" DIAM. 4" x 4" x 3/8" 2-WAY MOUNTING �- EDGE LINE & SOLID LANE LINE YELLOW OR WHITE 0 z BOLT HOLE ANGLE - 6063 ALUMINUM PLATE ¢ N DIAM. HOLE 3/4" R (TYP.STRIAN - SEE NOTE 2 FOR CHASE NIPPLE FOR CENTER LINE & LANE LINE YELLOW -CENTER LINE, SEE CONTRACT FOR LENGTH WHITE -LANE LINE PUSH PEDBUTTON POST o = o o = ~ `r 1 - cv CHASE NIPPLE (TYP.) - 1/2" DIAM. x 3" WITH 7/8" v PEDESTRIAN PUSH BUTTON 4" OR - HEX HEAD, 1/2" PIPE THREAD 10, 30' 10, SEE NOTE 3 C ASSEMBLY (TYP.) FIELD DRILL AND TAP C4 -SEE NOTE 1 FOR 3/8" BOLT v- FIELD DRILL AND TAP FOR .375" I 3/4" R. 1/2" CHASE NIPPLE -� 4.00" (TYP.) 2-WAY PEDESTRIAN DOUBLE CENTER LINE & DOUBLE LANE LINE YELLOW - DBL. CTR. LINE, PUSH BUTTON DETAIL WHITE - DBL. LANE LINE iv SEE CONTRACT FOR LENGTH N 2-WAY MOUNTING ANGLE DETAIL 5. MIRROR IMAGE FOR RIGHT SIDE YELLOW .375" THICK, 6063 ALUMINUM PLATE NO -PASS LINE & TWO-WAY LEFT TURN CENTER LINE POST DETAIL 5/8" DIAM. PEDESTRIAN PUSH BUTTON POST -- 1/8 HOLE (TYP.) 10' 30' 10' WIDE LANE LINE & WIDE LINE YELLOW OR WHITE 2 1/2" DIAM. SCHEDULE 40 STEEL PIPE I P 3/16 4 1/2" DIAM. _ PTTO� BUT1N - SEE NOTE 4 1/2" STEEL BASE PLATE BOLT CIRCLE - 9UFpR - 1/2" DIAM. STEEL HEX NUT, WITH 1 1/2" FLAT WASHER, Pr, �� SEE CONTRACT FOR LENGTH 2 EACH REQ'D PER ANCHOR BOLT - MINIMUM OF 2- GROUT PAD - INSTALL AFTER THREADS ABOVE TOP OF NUT OR 5/8" MAX (TYP.) PEDESTRIAN PUSH N - LUMBING STANDARD BUTTON POST CONDUIT COUPLING -INSTALL 3/4" CHAMFER (TYP.) FLUSH WITH TOP OF FOUNDATION 1/8 1/2" STEEL PLATE 3/16 YELLOW REVERSIBLE i\ TOP OF FOUNDATION CV N BASE PLATE DETAIL LANE LINE 1/4" PREMOLDED JOINT FILLER DOUBLE WIDE LANE LINE WHITE 10, 30' 10' SEE CONTRACT FOR LENGTH II , I I II D o I ANCHOR BOLT (TYP.) - p 1/2" x 12" FULL THREAD, ASTM F1554, GRADE S.S. b� II j I II ' NUTS, AASHTO M291, GRADE A, ifl II I II ° WASHERS, ASTM F884 OR ASTM F436 1" DIAM. 1 1/2" DIAM. HOLE D II I I II HOLE (TYP.) II II . I I ° II WIDE BROKEN LANE LINE WHITE b DI o D - . COMMERCIAL CONCRETE BARRIER CENTER LINE YELLOW D D I . ° - 1 1/2" 3' 1 12' 3' 12' 3' 12' 3' NOTES D�II D I I D D ANCHOR BOLT TEMPLATE / D D . 0 1 I (TYP.) 4 1/2" DIAM. 1/4" STEEL 1. Dotted Extension Line shall be the same color as the line it is extending. 1/2" HEX NUTS, STEEL, BOLT CIRCLE PLATE 4 REQ'D. -- PER ANCHOR BOLT 07 Edge Line shall be white on the right edge of traveled way, and yellow FLAT WASHERS, 2. on the left edge of traveled way (on one-way roadways). Solid Lane V DIAM. ELECTRICAL 4 REQ'D. - PER ANCHOR BOLT Line shall be white. CONDUIT ANCHOR BOLT TEMPLATE WHITE LONGITUDINAL RECORD 6" 2'-0" DIAM. ROUND FOUNDATION) DROP LANE LINE The distance between the lines of the Double Center Line shall be 12" MARKING (FOR ISOMETRIC VIEW 3. everywhere, except 4" for left turn channelization and narrow roadways V - 6" (FOR SQUARE FOUNDATION) with lane widths of 10 feet or less. Local Agencies (on non -State PATTERNS DRAWING OPTIONAL 2-WAY PEDESTRIAN Routes) may specify a 4" distance for all locations. FOUNDATION DETAIL PUSH BUTTON POST 2' 1 6' 2' 6' 2' 2 6 2 6 2 SEE DISCLAIMER, FILE NAME "*""*DESIGNFILENAMEi+*"* The distance between the lines of the Double Lane Line shall be 4". SHEET 1 OF 1 SHEET SHEET 1. TIME *TIME* REo:a xo. STATE FED.AID PROJ.NO. DATE ****DATE*** 10 WASH IS-1 PLOTTED BY **USERNAMEtt _ bo Wide Lane Line shall be White. M-20.10-01 01-30-07 VERSION 4. JeeMelEl Washington State DESIGNED BY SIM ENTERED BY YELLOW OR WHITE WHITE 4. Wide Line shall be yellow or white as specified in the Plans. 2 - -97 Department of Transportation 2 CHECKED BY mrm= W. L=T1a e0. PROJ. ENGR. PEDESTRIAN PUSH BUTTON POST - SEE NOTE 1 Washington State 2 DOTTED EXTENSION LINE WIDE DOTTED LANE LINE �// Department of TransportationIREGIONAL RFVT-,TDN DATE BY DATE DATE ITS ADM, NOTICE GMT � '�,�� 0� SHEET 0 Y2 1 DESIGNEDEt�ti.r HCM DRAWN CEB CHECKED �,¢ oM ARU _ �0� I� y _ �f'o �8G STEgE9 4 �ssIONALE�O�� Z - � lace - __ - - - _ __ __ _ __ - _ - _ 2707 Colby Avenue, Suite 1110 PHONE 425.252.9003 Everett, Washington 98201-3566 FAX 425.252.8853 _� ti� , CITY OF EDMON DS 2011 WATERLINE _ s REPLACEMENT PROGRAM C. 13,E WDSOT DETAILS - 1 C-23 26 of 36 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE I 06 20 12 GMT RECORD DRAW I NG NO. DATE BY REVISION (oI2� PROJECT NO.: I I - 1196.202 SCALE: AS SHOWN DATE: JUNE 20 I I (n J 00 U Q Ln O N O N Ln N N U W N 0 Q N O N / J Q W / Cn Q) / n (n Q / 0 Q U Q0 / 0 Q I > )TITRT1— & LANE 1'-3" co in MARKING AREA 8.03 SQ.FT. MARKING AREA 7.73 SQ.FT. TYPE 2SR (RIGHT) TRAFFIC ARROW MIRROR IMAGE OF TYPE 2SL TRAFFIC ARROW (SHOWN AT REDUCED SCALE) 1'-4" 1'- 2" SYMBOL & LANE CENTERLINE 4" Ea 04 ELLIPSE "A" 8" TYPE 1S b TRAFFIC ARROW LLIPSE "B" o W Q O (n 00 Q o XM W " Q a M J p m J LU w N (n a w CENTER POIN OF ELLIPSE v N GRID IS 4" S y U) Q MARKING AREA 8 7.73 SQ.FT. V- 2" 76" z YELLIPSE "A" Q AXIS < 10" - ELLIPSE "B" AXIS TYPE 2SL (LEFT) TRAFFIC ARROW 2'-4" 1'-0" 'v in SYMBOL & CENTERLINE LANE 1'- 4" v n v I r 2 N I ib o _ u k G co a I o > o N LL Q i0 n - in W LL (n a J W SYMMETRICAL CENTE GRID IS 4 TER P ELLIPS v N INT S CE 8" MARKING AREA 8" 1' - 2" 1' - 6" AXIS 10" -ELLIPSE "B" AXIS TYPE 7S TRAFFIC ARROW 1\ 106/20/121 GMT I RECORD DRAWING NO. DATE BY REVISION Use the dimensions shown on this plan for each type Traffic Arrow being placed on roadways with a posted speed limit of 40 mph or lower. SYMBOL &LANE r 2 N V-4" v, I ELLIPSE "A" IN ELLIPSE "B" u_ a 0 a o _ I o Cl) _ o CV ' LL Q n - m _ W LL (n d w CENTER POINT OF ELLIPSE GRID IS 4" S v N MARKING AREA 14.83 SQ.FT. 1' 2" 8" 8" AXIS 10" - ELLIPSE "B" AXIS TYPE 3SL (LEFT) TRAFFIC ARROW SYMBOL & LANE I 2 v N �I I MARKING AREA 23.14 SQ.FT. TYPE 5 TRAFFIC ARROW NOTICE 0 1 GMT DESIGNED HCM DRAWN CEB CHECKED IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE N ib 0 0 o i" ELLIPSE "B" 12.86 GRID IS 4" CENTERLINE 1'-2" 2'_4" SAWCUT SEALANT TOP OF EXISTING (PER CONTRACT OR PAVEMENT OR F AS APPROVED BY LEVELING COURSE THE ENGINEER) OF NEW PAVEMENT 1/4" WIDE SAWCUT 2" LONG 2" LONG BACKE ROD @ F HIGH TEMP. 24" CTRS. U W BACKER QOf ROD@ M a z 24" CTRS. LOOP WIRE LL. 2 U)O (#14 AWG) O � ¢ U LOOP LEAD-IN MAX. 4 WIRES CO O= w 0- TWISTIED REPANR ,� p N a w (#14 AWG) L) Q U U M ft J c� • (n a"' W a W °oo�°a0006°oo�°a o m W W o d a oo �a o� as o00 2Q��4 Q��04 (V a Q Oo °ID a0006 J W Q SECTION AA p P INT ELLIPSI v N TYPE 4S $ TRAFFIC ARROW 1' - 6" 1' - 2" ELLIPSE "A AXIS 10" -ELLIPSE "B" AXIS MARKING AREA 14.83 SQ.FT. TYPE 3SR (RIGHT) TRAFFIC ARROW MIRROR IMAGE OF TYPE 3SL TRAFFIC ARROW (SHOWN AT REDUCED SCALE) SYMBOL MARKINGS TRAFFIC ARROWS FOR LOW SPEED ROADWAYS SHEET 1 OF 2 SHEETS M-24.40-01 05-31-06 i Washington State v Department of Transportation TRAFFIC ARROW 48246 V 4 ;ISTP, S1S4'� INAL �ZyQ OIl2 (0 TYPE 6SR (RIGHT) TRAFFIC ARROW MIRROR IMAGE OF TYPE 6SL ,MIRRORED ABOUT LANE CENTERLINE) (SHOWN AT REDUCED SCALE) SYMBOL MARKINGS RECORD TRAFFIC ARROWS FOR LOW SPEED ROADWAYS DRAWING SEE DISCLAIMER, SHEET 2 OF 2 SHEETS SHEET 1. M-24.40-01 05-31-06 VERSION 4.1 ��"�"� Washington State 12-9-97 �// Department of Transportation A&A ince dates 2707 Colby Avenue, Suite 1110 PHONE 425.252.9003 Everett, Washington 98201-3566 FAX 425.252.8853 STANDARD JUNCTION BOX CABINET, SEE CONTRACT JUNCTION BOX PLACEMENT SAWCUT SEALANT (PER CONTRACT OR TOP OF EXISTING AS APPROVED BY PAVEMENT OR — THE ENGINEER) LEVELING COURSE 1/2' WIDE OF NEW PAVEMENT SAWCUT - WCUT 2" LONG HIGH TEMP._ BACKER F ROD @ U Q F 24" CTRS. z LOOP LEAD-IN LL co 2 a O WIRES, TWISTED O g Q U PAIRS (#14 AWG) F co O z OR (#12 AWG) IL w N a W (MAX. 3 PAIRS.) m WQU Do N °o��°ao 006°oo�°a SECTION OB EDGE OF PAVED SHOULDER (SHOWN) OR EDGE OF EXTRUDED CURB OR EDGE OF GUTTER PAN OR EDGE OF TRAFFIC BARRIER TWISTED PAIR FULL DEPTH SAWCUT WIRES TO AND FROM LOOPS. 6" 2AVI PAD SEE CONDUIT SIZING TABLE SAWCUT SEALANT (PER CONTRACT OR AS APPROVED BY THE ENGINEER) �j 1/2" WIDE I SAWCUT NOTES 1. Fill the conduit trench to the top of the o w existing or new surfacing with CSTC, sand or LU controlled density fill. See "Standard M a z Specifications" Section 2-09.3(1)E. 2 QO Wco 2. Minor Regional variation is allowed in the soft 0 w pocket closure. Consult with the Engineer or see N w W the Contract for additional requirements. 3. Conductors shall be snug to the bottom of the sawcut. High temperature backer rod shall 2 be snug to the conductors. N MATCH EXISTING PAVING MATERIAL SAND LOOP LEAD-IN SAWCUT E 112"+/- 2 5/8" MIN. 3" MAX. SAWCUT EXISTING + LOOP LEAD-IN WIRES PAVEMENT (BOTH °" SIDES OF TRENCH) EXISTING TOP OF EXISTING \ PAVEMENT PAVEMENT OR ❑ � Q LEVELING COURSE �i CONDUIT END OF NEW PAVEMENT 0 o o o° AND BUSHING, SEAL WITH D D Q D aQ D 1 g" BELOW D D °��p �1 DQ0 0 DUCT SEAL FINISHED GRADE °o °oQp °o�p o°o� oDU 0 a o CSTC, SAND o �Do4 OR CONTROLLED 00 a �a❑0�� °Q DENSITY FILL D E) 0 o LEAD-IN D D D �40 CONDUIT SECTION EO LEAD-IN CONDUIT 50 FT POCKET SECTION Y U J cD W SPLICE PER STD. SPECS 9-29.12(2) z O FOIL SHIELD CLEAR } m CONDUCTOR TWO LAYERS VINYL DRAIN WIRE' ELECTRICAL TAPE PLASTIC SEAL BOTH ENDS MOLD WITH ELECTRICAL CABLE JACKET PUTTY AND TAPE # 14 WIRE DETECTOR LEAD-IN --- FROM LOOP CABLE (2CS) # 14 WIRE TO LOOP BLACK SOLDERED ' GROUND DRAIN WIRE CONDUCTOR COMPRESSION AT CONTROLLER CONNECTION 1„ CABINET ONLY 1„ SPLICE DETAIL 1/2" SAWCUTS T n 12" APPROX. FILL WITH SAWCUT SEALANT (PER CONTRACT OR AS APPROVED BY z THE ENGINEER.) TO JUNCTION BOX 1/2" SAWCUT C° o . o . TO LOOPS— LEAD- IN SAWCUTS UU I EX161 INU 7 AS REQUIRED PAVEMENT (WIDTH CONDUIT EQUAL TO CONDUIT DIAMETER PLUS 2") MATCH EXISTING PAVING MATERIAL WIDTH EQUAL TO CONDUIT EDGE OF PAVED DIAMETER SHOULDER, OR PLUS 0" TO 2" BARRIER, OR EDGE OF GUTTER PAN SAWCUT AND CONDUIT CONNECTION / ti/0 0, E O'c'0 � JrV 0 PLAN LOOP LEAD-IN WIRING LABEL L x x x- x x LOOP NUMBER LOOP SERIES NUMBER DASH "S" OR "F" CITY OF EDMON DS 2011 WATERLINE REPLACEMENT PROGRAM DETAIL "A" DETAIL "B" CONDUIT SIZING TABLE LOOP LEAD PAIRS 1-2 3 4-5 6-8 9-12 CONDUIT SIZE (MIN) 1" 1 1/4" 1 1/2" 2" 3" TRENCH WIDTH (SEE STD. SPEC. 7-08.3(1)A.) MATCH EXISTING PAVING MATERIAL D"v D �OpQad CSTC, SAND OR CONTROLLED 'a❑QO DENSITY FILL �� E)o° �a4 DDT SEE CONDUIT SIZING TABLE SECTION DO WDSOT DETAILS - 2 PROJECT NO.: I I -1 196.202 SCALE: AS SHOWN DATE: INDUCTION LOOP DETAILS SHEET 1 OF 2 SHEETS J-8d 05-20-04 i Washington State Department of Transportation LOOP INSTALLATION NOTES 1. Install the Junction Box and the lead-in conduit. 2. Sawcut the loop slots and the lead-in slots. 3. Lay out the loop wire starting at the Junction Box, allowing 5' minimum slack. 4. Install the wire in the loop slot as shown. 5. Finish laying out the wire at the Junction Box and identify the leads with the loop number, the "S" for start and the "F" for the finish, and the loop series number. 6. Twist each pair of the lead wires two times per foot from the loop to the Junction Box. Reverse the direction of the twist for each successive pair installed. 7. Construct a supplemental splice containing any series loop connections required in the plans. Supplemental splices are subject to the same requirements shown for the loop lead and the shielded cable splice. 8. Splice the loop leads of supplemental splice leads to the shielded cable as noted in the Contract. 9. Complete installation and test loop circuits or combination loop circuits. See Standard Specifications 8-20.3(14)D. 10. Conduit for the loop stubout shall be as required in the Contract. INDUCTION LOOP DETAILS SHEET 2 OF 2 SHEETS J-8d 05-20-04 i � Washington State vI/ Department of Transportation SHEET C-24 JUNE 2011 27 OF 36 U� J 00 _ Q Ln O N O N Ln N Ln N I U 7) N I Q I N O N I C� I / J Q LLI / Cn N U) / Q 0 Q U Q0 M Cn 0 0 Q �I / Y 0 O w 0 z O ca m z a 0 Y U (D w D O z O 75 co m z a 0 DETAIL "B" DETAIL "A" (SEE STD. PLAN J-8d) JUNCTION (SEE STD. PLAN J-8d) JUNCTIO BOX BOX i f CONDUIT I — — — — — — — — — — — — — — — — — — CONDUIT LEAD-IN SAWCUTS \ � (TYP.) � SHOULDER STOP LINE \v/ SEE ENTRANCE' SAWCUT DETAIL CIRCULAR SAWCUT (TYP.) 6'- 0" 9'- 0" 6'- 0" 91- 01, 6'- 0" a o h W J U � w 2 h F Q > DETAIL "N J (SEE STD. PLAN J-8d) JUNCTION BOX CONDUIT LEAD-IN SAWCUTS (TYP.) T CIRCULAR SAWCUT (TYP.) SEE ENTRANCE SAWCUT DETAIL / o M o w h Q 0 N 6'- 0" DIAM. (TYP.) 6'- 0" 1 8'- 0" T 6'- 0" TYPE 3 SAMPLING LOOPS JUNCTION BOX TYPE 3A STOP LINE LOOP WIRING DIAGRAM (SERIES SPLICE SHOWN) TWO CONDL SHIELDED ( LOOP SERIES NUMBER w z a J W 6'- 0" DIAM. (TYP.) _ w UIF_1►1 SEE ENTRANCE SAWCUT DETAIL 6'- 0" TYPE 3 ADVANCE LOOPS v �Q z� OF- Fz QO U (n W w :UT REMOVE PAVEMENT r0 SAWCUT DEPTH 4ND FILL WITH SEALANT )OP LANE ENTRANCE SAWCUT DETAIL LOOP SERIES NUMBER -JUNCTION BOX c�ni i�r iTvn � JUNCTION BOX r L TYPE 3 ADVANCE LOOP WIRING DIAGRAM NOTE 1. For Sections A and B, see Standard Plan J-8d. TYPE 3 INDUCTION LOOP SHEET 1 OF 3 SHEETS J-8c 05-20-04 � Washington State wI/ Department of Transportation NOTES 1. All of the loop lead-in wires shall return to the Junction Box 2. For Splice Detail, see Standard Plan J-8d. Y U O w 0 z O m z a 0 LI® STOP LINE LANE LINE OR ROADWAY CENTERLINE in 0 0 N STOP LINE CIRCULAR SAWCUT (TYP.) N EDGE LINE l�Yp.l SYMBOL DETAIL PLAN TYPE 313 STOP LINE LOOP WIRING DIAGRAM (SERIES SPLICE SHOWN) GENERAL NOTE See contract for location and material requirements. 1 1'-2" 1 GRID IS 1" SQUARE "R" DETAIL o MPH D* 25 50 Ft. 30 100 Ft. 35 150 Ft. 40 225 Ft. 45 300 Ft. 50 375 Ft. 55 450 Ft. 60 550 Ft. 65 650 Ft. * DIMENSIONS SHOWN ARE APPROXIMATE. SEE CONTRACT. STOP LINE LANE LINE C ROADWf CENTERLIP TYPE 3 INDUCTION LOOP SHEET 3 OF 3 SHEETS J-8c 05-20-04 ANIL � Washington State , Department of Transportation 8'-0° i,1-Z•]>! Q =111 r_1 1 "' � ti TYPE 3 INDUCTION RECORD KEY NOTES RAILROAD CROSSING LOOP LAYOUT LAYOUT DRAWING (DBid Item "Railroad Crossing Symbol" includes LAYOUT TRAFFIC FLOW SEE DISCLAIMER (DTOTAL MARKING AREA ' X' symbol, letters, and two 24" white trans- O TOTAL MARKING AREA (PER 12' WIDE LANE) (PER 12' WIDE LANE) z SHEET 2 OF 3 SHEETS SHEET 1. ' = 109.75 SQ.FT. O = 111.59 SQ.FT. SHEET 1 OF 1 SHEET STANDARD SYMBOL � W10-1 Advance Warning Sign (not included ALTERNATIVE SYMBOL TYPE 3 SAMPLING LOOP WIRING DIAGRAM J-8c 05-20-04 VERSION 4.1 M-11.10-01 01-30-07 �Y+/� Washington State 12 — 9 — 9 7 ® Place Stop Line 15' from the nearest rail or �� Washington State (SERIES SPLICE SHOWN) Department of Transportation Department of Transportation NOTICE ENS M TRU _ • �,�� ov EL�a1p�n SHEET DESIGNED �g °� wAs� dhInc ~::.. J. CITY OF EDMONDS 0 /2 1 - HCM y _ _ _ _ _ - 2011 WATERLINE WDSOT DETAILS - 3 C-25 DRAWN — - - ._ IF THIS BAR DOES __ _ __ - REPLACEMENT NOT MEASURE 1" CEB �f'o �BGSTEgE9 ��4 — 2707 Colby Avenue, Suite 1110 PHONE 425.252.9003 s THEN DRAWING IS CHECKED �rsi°NAL E�� Z Everett, Washington 98201-3566 FAX 425.252.8853 PROGRAM 1 06 20 12 GMT RECORD DRAW I NG NOT TO SCALE �C. 13,E 28 of 36 NO. DATE BY REVISION (0�2o PROJECT NO.: I I -1 196.202 SCALE: AS SHOWN I DATE: JUNE 20 1 1 U� 00 Q L� 0 N 0 N Ln N N U 0 Q N 0 N I I / Cn 0 Q �I > 15' M A X LANDING AREA BACK CURB NEW 12" P I PE DETECTABLE WARN ING SURFACE -- RUNNING SLIP AI �� I Epp I SEC X Q SIDEWALK _ �� ------ DIAGONALLY- ORIENTED PARALLEL TYPE CURB RAMP SCALE: NTS 2" 90' BEND (SCxSC) 2" GV (SCxSC) 4" BL I ND FLG, W/2" I PS TAP 4" TEE, FLG 12"x4" RDCR (FLGxMJ) —FLOW PRESSURE TEST MAKEUP WATER INLET ASSEMBLY 2" PIPE (SCxSC), (LTF) 4" DOUBLE CHKV ASSY. CONTRACTOR TO PROVIDE OWNER W/PROOF OF CERTIFIED ACCEPTANCE TEST 12"x4" RDCR (FLGxMJ) /—NEW 1211 PIPE (LTF) ALONG BODY SLV CONNECT TO EXIST CITY SYSTEM PER PLAN FOR WATER SUPPLY FOR FILLING AND FLUSHING PRESSURE TESTING & FLUSHING CONFIGURATION NEW 12'' PIPE LONG BODY SLV FINAL CONFIGURATION TEMPORARY TESTING AND FINAL CONFIGURATIONS (INFLOW SCALE: NTS 1 106 20 12 GMT RECORD DRAWING NO. DATE BY REVISION NEW 12'' P I PE (LTF) CONNECT TO EXIST CITY SYSTEM PER PLAN LONG BODY SLV J w 0 0 J z W W LL z 0 INSTALL CROSSWALK LINES - PARALLEL TO THE ROADWAY _ +�t TYPICAL APPLICATIONS 4" P I PE (FLGxSC), LTF PROVIDE ADDITIONAL DISCHARGE PIPE FPR FLUSH ING AS REQ'D. SEE SPEC FOR DECHLOR I NAT I ON EXIST 12 PIPE AND DISPOSAL OF WATER PROVIDE SUFFICIENT ----------- ----- THRUST BLOCKING TO RESTRAIN MOVEMENT —< ----------------- OF 12" CAP AND BLOWOFF ASSEMBLY 12'' CAP (MJ) SHOULDER AREA V WIDE FOR 4' SHOULDERS 2' WIDE FOR SHOULDERS OVER 4' WIDE INSTALL CROSSWALK LINES IN DULDER AREAS ONLY WHEN UACENT TO A SIDEWALK OR SEPARATE WALKWAY (TYP.) CROSSWALK LINE V MIN IF PAVEMENT, OR FACE OF THOUT GUTTER), OR EDGE rTER PAN (WHEN THERE IS CURB & GUTTER) (TYP.) FLOW EDGE OF TRAVELED WAY ROADWAY y LAN E y 1 2' 1, 1 (TYP.) 5' MAX. (TYP.) STOP LINE LANE IIII LANE DETAIL NOTES 1. See the Contract Plans for locations of crosswalk centerlines. 2. To the maximum extent possible, curb ramp centerline should be perpendicular to the crosswalk centerline. 3. To the maximum extent possible, crosswalks should be perpendicular to the centerline of the traveled way. PRESSURE TEST I N G& FLUSH I N G CON F I GURAT I ON EXIST 12" PIPE -12" LONG BODY SLEEVE NEW 12" PIPE (LTF) F I N AL CON F I GURAT I ON FLGxSC), LTF D(MJ) W/ 4" I PS TAP NEW 12" P I PE NEW 12'' P I PE TEMPORARY TESTING AND FINAL CONFIGURATIONS (OUTFLOW SCALE: NTS bo v z EDGE OF TRAVELED WAIT SHOULDER AREA CROSSWALK LAYOUT 1 SHEET 1 OF 1 SHEET M-15.10.01 02-06-07 Washinqton State Dopartment of Transportation RECORD DRAWING SEE DISCLAIMER, SHEET 1. VERSION 4.1 12-9-97 NOTICE GMT oM ARU - ' Abq&&Ac1W, Inc. LV EL)A.r �,""J CITY OF EDMON DS SHEET ° 1 DESIGNED HCM �¢ _ T �� c'� - - = - - - _ - �� _ 2011 WATERLINE WDSOT DETAILS AND CIVIL C-26 IF THIS BAR DOES DRAWN _ _ -_ _ - REPLACEMENT DETAILS NOT MEASURE 1" THEN DRAWING IS CEB CHECKED ��'o �8GSTEgE9 ��4 �ssIpNALE� _ _ — _ 2707 Colby Avenue, Suite 1110 PHONE 425.252.9003 s PROGRAM NOT TO SCALE �Z Everett, Washington 98201-3566 FAX 425.252.8853 �Vc 13,E 29 OF 36 bl2ol PROJECT NO.: I I — 1 196.202 SCALE: AS SHOWN DATE: JUNE 2011 I/ 4 "s w 0 N N Q0 Q 0 D- U U / cn 0 0 E Q �I TRAFF I C CONTROL LEGEND CONSTRUCTION AREA (TRAFFIC CONTROL REQ.) CONTRACTOR MUST MAINTAIN AT LEAST ONE LANE OF OPEN TRAFFIC IN EACH DIRECTION OF TRAVEL. 06 20/121 GMT I RECORD DRAWING N 0. DATE BY REVISION PLAN SCALE: I" = 100' RECORD DRAWING SEE DISCLAIMER, SHEET 1. VERSION 4.1 12-9-97 DAYTON ST MAPLE ST ALDER ST NOTES: 1. THESE TRAFFIC CONTROL REQUIREMENTS ARE NOT INTENDED TO BE A SUBSTITUTE FOR THE CONTRACTOR'S TRAFFIC CONTROL PLAN. THE CONTRACTOR SHALL SUBMIT DETAILED TRAFFIC CONTROL PLANS TO THE CITY FOR REVIEW AND APPROVAL IN ACCORDANCE WITH PERMIT CONDITIONS, SPECIFICATIONS AND CONTRACT PROVISIONS. ROAD CLOSURES AND DETOURS SHALL ONLY BE UTILIZED WHEN NECESSARY AND APPROVED IN ADVANCE, OTHERWISE THE CONTRACTOR SHALL IMPLEMENT TRAFFIC CONTROL MEASURES PER CITY STANDARDS AND AS STIPULATED BY PERMIT CONDITIONS. 2. SIGNAGE AND SPACING SHALL BE IN ACCORDANCE WITH CITY STANDARD PLANS. 3. CONTRACTOR TO CONTACT RIALMASTER PRIOR TO COMMENCEMENT OF ANY WORK WITHIN THE BNSF RIGHT OF WAY. SEE SPECIFICATIONS FOR MORE DETAILS. NOTICE ENS oM ARU - � ' �� lace V EL)A.r �,�� ""J� CITY OF EDMON DS SHEET ° 1 DESIGNED HCM �,¢ q, _ �� c'� 0 - - = - - /11A� _ 2011 WATERLINE TRAFFIC CONTROL REQUIREMENTS to TC- DRAWN = _ - _ DAYTON STREET IF THIS BAR DOES __ _ _ REPLACEMENT NOT MEASURE 1" THEN DRAWING IS CEB CHECKED 48246��8gE9 ��4 GSTE �sE�G�� __ — _ 2707 Colby Avenue, Suite 1110 PHONE 425.252,9003 s PROGRAM NOT TO SCALE sIGNAL �Z Everett, Washington 98201-3566 FAX 425.252.8853 �C. 1 S'� 0 30 OF 36 bI,LOI PROJECT NO.: I I — 1196.202 SCALE: AS SHOWN DATE: DUNE 20 I I Lij [11 L11 cn J N re O w 00 N O N N Q0 U) W W W U) W O W U N I U I I n / cn 0 E Q �I co Z J Q ►a C-a TRAFFIC CONTROL LEGEND CONSTRUCTION AREA (TRAFFIC CONTROL REQ.) CONTRACTOR MUST MAINTAIN AT LEAST ONE LANE OF OPEN TRAFFIC IN EACH DIRECTION OF TRAVEL. CONSTRUCTION AREA (LOCAL ACCESS ONLY) SIGN, "ROAD WORK AHEAD, EXPECT DELAYS" 1 06 20 12 GMT RECORD DRAWING NO. DATE BY REVISION ry / Q Z J Q O w 2 '-�> Q J J W 0 NOTICE ENS M TRU DESIGNED �g o� wAs,� 0 /2 1 HCM y ° DRAWN IF THIS BAR DOES CEB r NOT MEASURE 1" 48246 4 THEN DRAWING IS �° �BGISTEgE9 tii4� NOT TO SCALE CHECKED �rsIpNAL 8�0� elZo�j2 3RD AVE S Z W m Of W PLAN SCALE: NTS Y ry Q m H cn Y Q m 2ND AVE S I \ RECORD —DRAWING SEE DISCLAIMER, SHEET 1. VERSION 4.1 12-9-97 MiM & A dWeslince I 2707 Colby Avenue, Suite 1110 PHONE 425.252.9003 Everett, Washington 98201-3566 FAX 425.252.8853 4TH AVE S �� of EVA..10 /�VC. 13l� 0 J n ry L.� 104 CITY OF EDMON DS 2011 WATERLINE REPLACEMENT PROGRAM 6TH AVE S i Q W NOTES: / Z 1. THESE TRAFFIC CONTROL REQUIREMENTS ARE NOT INTENDED TO BE A SUBSTITUTE FOR THE CONTRACTOR'S TRAFFIC CONTROL PLAN. THE CONTRACTOR SHALL SUBMIT DETAILED TRAFFIC CONTROL PLANS TO THE CITY FOR REVIEW AND APPROVAL IN ACCORDANCE WITH PERMIT CONDITIONS, SPECIFICATIONS AND CONTRACT PROVISIONS. ROAD CLOSURES AND DETOURS SHALL ONLY BE UTILIZED WHEN NECESSARY AND APPROVED IN ADVANCE, OTHERWISE THE CONTRACTOR SHALL IMPLEMENT TRAFFIC CONTROL MEASURES PER CITY STANDARDS AND AS STIPULATED BY PERMIT CONDITIONS. 2. SIGNAGE AND SPACING SHALL BE IN ACCORDANCE WITH CITY STANDARD PLANS. 3. CONTRACTOR TO CONTACT RIALMASTER PRIOR TO COMMENCEMENT OF ANY WORK WITHIN THE BNSF RIGHT OF WAY. SEE SPECIFICATIONS FOR MORE DETAILS. TRAFFIC CONTROL REQUIREMENTS OTHER STREETS PROJECT NO.: 11- 1 196.202 SCALE: AS SHOWN I DATE: JUNE 2011 I SHEET C-2 31 of 36 GRATE 00 w 00 N 0 N N Q00 cn Q w 0 cn w O z I O w m I / cn 0 E Q I / EROSION CONTROL PLAN LEGEND EX I ST I NG CONTOURS ( 101) INLET PROTECTION DRA I NAGE FLOW D I RECT I ON 1 06 20 12 GMT RECORD DRAWING NO. DATE BY REVISION TEMPORARY EROSION AND SEDIMENT CONTROL (TESC 80 I. ALL TESC MEASURES MUST COMPLY WITH CITY OF EDM ONDS STANDARDS AND SPECIFICATIONS AND THE DEPARTMENT OF ECOLOGY STORMWATER MANUAL FOR THE PUGET SOUND BAS I N. 2. THE TESC SYSTEM SHALL BE INSTALLED AND INSPECTED BY THE PUBLIC WORKS INSPECTOR PRIOR TO ALL OTHER CONSTRUCTION. NOTICE 1 1 0 Y2 1 vLDiviNw HCM DRAWN IF THIS BAR DOES NOT MEASURE 1" CEB THEN DRAWING IS CHECKED NOT TO SCALE y T. oV 3.AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE EROSION CONTROL FACILITIES SHALL BE MAINTAINED AND/OR ALTERED AS REQUIRED BY THE CITY ENGINEER TO ENSURE CONTINUING EROSION/SEDIMENTATION CONTROL. 4. THE PUBL I C R I GHT—OF—WAY SHALL BE KEPT CLEAN. TRACK I NG OF MUD AND DEBR I S FROM THE S I TE W I LL NOT BE ALLOWED. FA I LURE TO COMPLY W I TH TH I S COND I T I ON W I LL RESULT I N A STOP WORK ORDER PER C I TY OF EDMONDS CODE. ALL WORK PERTA I N I NG TO TH I S PROJECT SHALL BE SUBJECT TO INSPECTION BY THE CITY. 5. ALL PERSONS ENGAGING IN CONSTRUCTION ACTIVITIES SHALL PREVENT OR MINIMIZE EROSION AND SEDIMENTATION ON —SITE AND SHALL PROTECT PROPERTIES AND WATER COURSES DOWNSTREAM FROM THE S I TE. 6. SO I L STOCKP I LES SHALL BE STAB I L I ZED W I TH I N 24 HOURS. WHEN ACT I VELY WORK I NG W I TH THE SO I L STOCKP I LE, STAB I L I ZAT I ON SHALL OCCUR AT THE END OF EACH WORK DAY. 7. SILTATION BARRIERS AND ALL OTHER TESC MEASURES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL EVENT GREATER THAN 0.1" OF RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL EVENTS. 8. MAINTENANCE AND REPAIR OF TESC FACILITIES AND STRUCTURES SHALL BE CONDUCTED IMMEDIATELY UPON RECOGNITION OF A PROBLEM OR WHEN THE TESC MEASURES BECOME DAMAGED. 9. SEDIMENT DEPOSITS SHALL BE REMOVED FROM ALL TEMPORARY DRAINAGE FACILITIES AND STRUCTURES UPON REACHING A DEPTH OF 6—INCHES. 10. SUFFICIENT TESC BM P MATERIALS AND SUPPLIES TO PROTECT THE ENTIRE SITE SHALL BE STOCKP I LED ON—S I TE. 1 1. WHEN RA I NFALL I S HEAVY (DEF I NED AS RA I NFALL HARD ENOUGH TO PRODUCE SED I MENT RUN—OFF FROM EXPOSED D I RT), ALL EXPOSED EARTHWORK SHALL BE COVERED. NO OTHER CONSTRUCT I ON ACTIVITY SHALL OCCUR ON PERVIOUS SURFACES DURING THESE PERIODS OF HEAVY RAIN. 48246 v 4 iISTFS S1S4'� INAL b�2 Enzy A&A d'ateslince PIUU� 2707 Colby Avenue, Suite 1110 PHONE 425.252.9003 Everett, Washington 98201-3566 FAX 425.252.8853 -'�VC. 13'� 0 NOTES: CB 0 O O O 0 O O O O O O ° O O O O O O O ° O O O a FILTER SOCK WITH O OVER FLOW HOLES d a a d a CATCH BASIN d ° a d a a ad a a d a d ° � d a ° a STRAW BALES MAY BE USED IN CERTAIN CIRCUMSTANCES (SEE DETAIL E1.1.1). THIS APPLICAITON SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCITON PERIOD. CITY OF EDMON DS 2011 WATERLINE REPLACEMENT PROGRAM CITY INSPECTION REQUIRED ON ALL EROSION CONTROL MEASURES BEFORE WORK CAN BEGIN. 'a90-199v C. OO O E EDM O.DO REVISIONS STANDARD DETAIL_ APPROVED BY DATE D. GEBERT 10/06/03 TEMPORARY SEDIMENT TRAP FOR CATCH BASINS D. GEBERT 05/19/05 D. GEBERT 05/05/06 DATE SCALE DWG N0. 7/24/P11 NTS E1.3 EROSION CONTROL LEGEND, NOTES & DETAILS RECORD DRAWING SEE DISCLAIMER, SHEET 1. VERSION 4.1 12-9-97 SHEET 32 of 36 PROJECT NO.: 11— 1 196.202 1 SCALE: AS SHOWN I DATE: JUNE 2011 cn J 00 N N 0 N N Q0 z Q J n O z O z O O w 7) z Q - n O w N O W Q0 I n J Q W cn Q) Q 0 Q O Q0 cn 0 0 E Q �I Eal INSERT, TYP PROPOSED CB AND INSERT ° �k\DET. E I .3, SHT EC- I SEE IV I PLAN SCALE: NTS CB I NSERT, YP -SEE�'Efi\E 1 .3, SHT EC-"'.< NOTES: \\ \\\ x \ x 1. CONTRACTOR TO I NSTALL I NLET PROTECT I ON AT ALL \ \�� x �� \ x x�x x x x x x ��x DOWNSTREAM CATCH BASINS AND AREA DRAINS LOCATED \ W I TH I N 500' OF THE WORK AREA. 2. CONTRACTOR TO PLACE EXCAVATED MATERIAL ON EAST SIDE OF TRENCH TO M I N I M I ZE I MPACT OF SED I MENT TO DOWNSTREAM STORM FAC I L I T I ES. ��o� / I I \ \ \ \ \/L_ E1\ x \ x PARKS MAINTENANCE FACILITY \\ \\ \ `O \ 1\ x \\ II APPROX. LOCAT I ON \\ CB I NSERT, TYP 1 SEE DET. E 1 .3, SHT EC- \ \ I \ I � \ I I \ I \ � I 06 20 12 GMT RECORD DRAWING NO. DATE BY REVISION I \ � I II APPROX. LOCATION \ I \ CB I NSERT, TYP _ \\ \ SEE DET. E 1 .3, SHT EC- I PLAN \ .i ffA11w�K■m1 \\ X 1 \ I \\ \\ X \ \ I \ \ \I I � W Q 0 w z V) V) I � — — — — — — — — — — — — — — — — - I 1 r/ x // -- RECORD DRAWING ySEE DISCLAIMER, \ - SHEET 1. VERSION 4.1 12-9-97 NOTICE ENS A RU � ' �,V Et)ti.r �� SHEET DESIGNED �,¢ oM - �� lace _ CITY OF EDMON DS q, _ HCM y _ __ - - - _ �� 2011 WATERLINE EROSION CONTROL PLAN - 1 EC-2 IF THIS BAR DOES DRAWN = _ - _ __ __ _ - _ REPLACEMENT NOT MEASURE 1" THEN DRAWING IS CEB CHECKED ��'° �8G48246 STEgE9 4 �ssIpNALE�p�� __ _ — _ 2707 Colby Avenue, Suite 1110 PHONE 425.252,9003 s PROGRAM NOT TO SCALE �Z Everett, Washington 98201-3566 FAX 425.252.8853 �C. 33 OF 36 bI,LOI i S'� PROJECT NO.: I I — 1196.202 SCALE: AS SHOWN DATE: JUNE 20 I I U Un 00 U n N CD N Q0 n Q0 0-) n U U n U Q0 0-) cf) U 0 I, �i i� i � -- j, -- � I tQ 2eSD Y 0 LLJ I I I I I / {. I � i � \ I I / I I I — — I / } R RECOAD E Co" A ING LIJ Wl� AW1 SEE D IMER, S HEET V SIO 0 SHEET VERSION 4.� 1 9 PLAN SCALE: NTS 12-9— 7 NOTICE ENS 1A. T I 0 f E V Akl SHEET DESIGNED 0 WAS aN&Ag�o1lace CITY OF EDMONDS 0 Y2 1 ,&0+ HCM 2011 WATERLINE EROSION CONTROL PLAN 2 DRAWN EC-3 IF THIS BAR DOES REPLACEMENT NOT MEASURE 1" CEB 2707 Colby Avenue, Suite 1110 PHONE 425.252,9003 THEN DRAWING IS CHECKED GIST PROGRAM 06/20/12 GMT RECORD DRAWING NOT TO SCALE Everett, Washington 98201-3566 FAX 425.252.8853 it /�Vc i S'� 0 PROJECT NO.: I I — 1 196.202 1 SCALE: AS SHOWN I DATE: JUNE 2011 34 OF 36 NO. DATE BY REVISION U U) J U) 00 U n N N O N N Q0 Z Q J W U W I U W Q0 I I 7) z Q J w U w N I U w Q0 0) I I w J Q W / cn N / Q / 0 Q / Qo / cn O E Q I 1 06 20 12 GMT RECORD DRAWING NO. DATE BY REVISION NOTICE 1 1 0 Y2 1 vLDivivw HCM DRAWN IF THIS BAR DOES NOT MEASURE 1" CEB THEN DRAWING IS CHECKED NOT TO SCALE y T. oV 48246 v 4 iISTFS S1S4'� INAL e�2 Enzy A&A d'ateslince PIUU� 2707 Colby Avenue, Suite 1110 PHONE 425.252.9003 Everett, Washington 98201-3566 FAX 425.252.8853 Of EDA40�4 G ef` 0 CITY OF EDMON DS 2011 WATERLINE REPLACEMENT PROGRAM EROSION CONTROL PLAN - 3 PROJECT NO.: I I - 1 196.202 1 SCALE: AS SHOWN' DATE: :R, SHEET EC-4 JUNE 20111 35 OF 36 U cf) cf) 00 U 1 7>- n N CD N Q0 n Ln Q0 0-) rz n U U III Q0 m n D q U 0-) 1-1 0 n 4TLLAVEI S m UK 2ND AVE S RECORD AVE SEE DISCLAIMER, SHEET 1. P L N I I I VERSION 4.1 SCALE S 12-9-97 NOTICE ENS 14. T of Wkf(:� SHEET or —0" DESIGNED Inc CITY OF EDMONDS 0 Y2 1 'r .. - . 1. F� HCM 2011 WATERLINE EROSION CONTROL PLAN - 4 %T4�� RIMI EC-5 IF THIS BAR DOES DRAWN ULU& REPLACEMENT NOT MEASURE 1" CEB PHONE 425.252.9003 THEN DRAWING IS CHECKED 2707 Colby Avenue, Suite 1110 PROGRAM A 06/20/12, GMT RECORD DRAWING NOT TO SCALE L Everett, Washington 98201-3566 FAX 425.252.8853 -"Vc. .169 0 36 OF 36 NO. DATE � BY REVISION PROJECT NO.: I I —1 196.202 1 SCALE: AS SHOWN I DATE: JUNE J2O 1 1