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HomeMy WebLinkAboutP_CADN.242624_170503_v1CONSTRUCTION NOTES, 1. CALL UTILITY LOCATE AT 811 72 HOURS PRI❑R TO TRENCHING OR DIGGING. 2. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY FIELD INSPECTION AND A SEARCH OF THE AVAILABLE CITY OR COUNTY RECORDS. SINCE THE ACTUAL LOCATION AND NATURE OF THE UNDERGROUND FACILITIES MAY BE SOMEWHAT DIFFERENT FROM THAT SHOWN, THE CONTRACTOR IS REQUIRED TO VERIFY PRIOR TO EXCAVATION. 3. FOR UNDERGROUND ACTIVITY, TEST AND VENTILATE MANHOLE/UTILITY VAULT PRIOR TO ENTRY, PLACE WARNING DEVICES AND WORK AREA PROTECTION AS REQUIRED, AND USE EYE AND HEAD SAFETY PROTECTIDN PER FEDERAL, STATE, AND LOCAL REGULATIONS. 4. ALL EXCAVATION, TRENCHING, AND SHORING IS TO ADHERE TO THE CODE OF FEDERAL REGULATIONS (CFR) 1926.650 SUBPART_P. a, PROVIDE ALL PITS WITH 1'x1' SLOPE AT ONE END OF EXCAVATI❑N FOR TECHNICIAN INGRESS/EGRESS. b. EXCAVATED SPOILS ARE TO BE NO LESS THAN 24' EDGE: OF PIT ❑R TRENCH, c. BARRICADE ALL OPEN PITS AND TRENCHING FOR PUBLIC SAFETY. ALL BARRICADES MUST BE EQUIPPED WITH FLASHING LIGHTS FOR NIGHT VISIBILITY. d. FOR PITS GREATER THAN 4' IN DEPTH, USE APPROPRIATE SHORING FOR WALL STABILITY. 5. TRENCH COVER IS TO BE 36' MINIMUM AND FREE OF ROCKS, DEBRIS, AND CLODS. THE TRENCH IS TO BE A MINIMUM OF 36' COVER IN DEVELOPED AREAS AND A MINIMUM OF 48' OF COVER IN UNDEVELOPED AREAS (ANY VARIANCE FROM THESE STANDARDS WILL BE SPECIFIED ON THE PLANS,) 6, ALL ASPHALT/ CONCRETE AND LANDSCAPING REMOVED, DISTURBED, OR DAMAGED AS A RESULT OF CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER. 7, NORMAL/GUIDED-BORING METHOD RECOMMENDED WHEN BORING. 8, ADHERE TO AIRTIGHT GUIDELINES UNLESS OTHERWISE NOTED . 9. BOND BURIED/AERIAL FACILITIES AS REQUIRED BY JURISDICTI❑NAL AGENCY(SX 10. AERIAL FACILITIES ARE TO BE TESTED PRIOR TO BEGINNING WORK PER STATE AND LOCAL REGULATIONS. 11, ALL WORK AREA PROTECTIONS FOR TRAFFIC CONTROL IS TO BE WITH APPROVED WARNING DEVICES AND PLACED PER STATE DEPARTMENT OF TRANSPORTATION AND/DR PUBLIC WORKS ENGINEERING DEPARTMENT STANDARDS AND SPECIFICATIONS. IF REQUIRED, A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE REQUESTING PERMITTING AGENCY. PRIOR TO BEGINNING WORK, PERMITTING AGENCIES MUST BE NOTIFIED 48 HOURS IN ADVANCE OF CONSTRUCTION ACTIVITIES. 12. EXISTING PEDESTRIAN CROSSWALKS AND WALKING AREAS SHALL BE MAINTAINED AT ALL TIMES, AS NECESSARY, TEMPORARY PEDESTRIAN CROSSWALKS AND WALKING AREAS SHALL BE PROVIDED AND MAINTAINED PER STATE DEPARTMENT OF TRANSPORTATION AND/OR PUBLIC WORKS ENGINEERING DEPARTMENT STANDARDS AND SPECIFICATIONS, 13. THE FOLLOWING FOOTAGES ARE ESTIMATES. FOOTAGES TO BE VERIFIED PRIOR TO C❑NSTRUCTI❑N. SCOPE OF WORK: THIS JOB WILL LIGHT UP EXISTING EQUIPMENT AT 660 SW 39TH ST, RENTON. FIBER: CTL CREWS WILL ACCESS POF MH375, MH912, AND CUSTOMER OWNED MH3 TO PLACE AND SPLICE FIBER. PLANNER NOTES ADDED FOR REFERENCE BELOW: POINT OF FEED: PON MH375, LKO22, 3-4. WILL PLACE A 72CT FIBER STUB, WILL BREAK SLACK LOO ON 144 FIBER [CX241 AND SPLICE LK022, 3-4 TO [CSSS} DLG375, 25-96 THAT WILL FALL COUNT TO MH912. IN MH912 WILL SPLICE IN [CS821 DLG912, 11-24 WILL FALL COUNT TO CUSTOMER MH#3 THEN FROM MH#3 WILL SPLICE TO [DAD21 A, 3-24 TO EXISTING FDP IN THE CUSTOMER MPOP. 6N7 CenturyLink- All Underground Utility Locations Shown Hereon Are Approximate. Construction Contractor Is Responsible For The Location Of Municipal And Private Utilities CUSTOMER: N/A CALL TWO WORKING DAYS BEFORE YOU DIG 811 PLOTTED: 04128/2017 BY: SARAH THATCHER 660 SW 39TH STREET RENTON, WA 98057 DRAFTED BY: KILLION COMM. CUSTOMER NAME: BLOODWORKS NORTHWEST FIELD ENGINEER: CORY COATE (503)-961-5023 TOWN: RANGE: SECT: 23N I 4E 1 25 JOB: N.242624 GEO CODE: WC CLLI: KENTWAOB SH 1 OF 4 PERMITS N YES/NO DESIGNED SERVICES: ❑ VICINITY MAP —NL— HELD ORDERS: ❑ ROW REQUIRED: ❑ ® ❑ qS CITY: IKFA S itellde Loto ❑ COUNTY: WORK LOCATION ❑ 660 SW 39TH ST STATE: CQ' Q14 -� 0Convergert outsourcers Inc Bell n Insurance - I RAILROAD: ❑ �ta *01�a 0 LOOP QUAL..: ❑ rfia COST OWNED MH912 MH 3 G7 LI MH375 PREMIS FORM: ❑ IK CONFORMANCE TEST: ® ❑ y4V a9U'51 5ti'i ;wth �I SEE NDS Tnml lte .�c Q Pec -Rim Building Supply ,� e}Cenrr r r,`yei�� ERFS DATE: TRENCH OPEN DATE: w Q Equipment Source, Inc o iFerguson Fire 0$ APPROVED MNEMONICS: A 0 Smith Corporown 0 n fabrication f° B ASSOCIATED PROJECTS: SW' dl st St SW 4I st St Sal r 4" ,°. t� 5. Si.r 41;A1 el SCOPE OF WORK: THIS JOB WILL LIGHT UP EXISTING EQUIPMENT AT 660 SW 39TH ST, RENTON. FIBER: CTL CREWS WILL ACCESS POF MH375, MH912, AND CUSTOMER OWNED MH3 TO PLACE AND SPLICE FIBER. PLANNER NOTES ADDED FOR REFERENCE BELOW: POINT OF FEED: PON MH375, LKO22, 3-4. WILL PLACE A 72CT FIBER STUB, WILL BREAK SLACK LOO ON 144 FIBER [CX241 AND SPLICE LK022, 3-4 TO [CSSS} DLG375, 25-96 THAT WILL FALL COUNT TO MH912. IN MH912 WILL SPLICE IN [CS821 DLG912, 11-24 WILL FALL COUNT TO CUSTOMER MH#3 THEN FROM MH#3 WILL SPLICE TO [DAD21 A, 3-24 TO EXISTING FDP IN THE CUSTOMER MPOP. 6N7 CenturyLink- All Underground Utility Locations Shown Hereon Are Approximate. Construction Contractor Is Responsible For The Location Of Municipal And Private Utilities CUSTOMER: N/A CALL TWO WORKING DAYS BEFORE YOU DIG 811 PLOTTED: 04128/2017 BY: SARAH THATCHER 660 SW 39TH STREET RENTON, WA 98057 DRAFTED BY: KILLION COMM. CUSTOMER NAME: BLOODWORKS NORTHWEST FIELD ENGINEER: CORY COATE (503)-961-5023 TOWN: RANGE: SECT: 23N I 4E 1 25 JOB: N.242624 GEO CODE: WC CLLI: KENTWAOB SH 1 OF 4 AERIAL LEGEND ANC ANCHOR CA ARM CABLE ARM CATV CABLE TV DG DOWN GUY BGA DOUBLE GUARD ARM FGA FIBER GLASS ARM F/S FIELD SIDE GA GUARD ARM HOA HEIGHT OF ATTACHMENT M/R MAKE READY ❑HG OVERHEAD GUY R/S ROAD SIDE SLAN LIGHT OR POWER COMPANY INVENTORY NUMBER SWA SIDEWALK ANCHOR AND GUY T TELEPHONE TERM TERMINAL TRANS TRANSFORMER TAPE & SHAPE REQUEST FOR POWER COMPANY TO CLEAN UP RAILROAD SECONDARY POWER CABLES AND/OR TOP OF RISER TELEPHONE CABLES SO PROPOSED CABLE CAN BE ATTACHED OS WITH❑UT VIOLATING THE 40' RULE. CABLE ARM ATTACHMENT LOCATION; TF TOP FIELD SIDE TS TOP STREET SIDE TIP TOP INSIDE POSITION TIS TOP INSIDE STREET SIDE TMP TOP MIDDLE P❑SITI❑N TOP TOP OUTSIDE POSITION TOS TOP OUTSIDE STREET SIDE BF BOTTOM FIELD SIDE BS BOTTOM STREET SIDE BIP BOTTOM INSIDE POSITION BIS BOTTOM INSIDE STREET SIDE BMP BOTTOM MIDDLE P❑SITI❑N BOP BOTTOM OUTSIDE P❑SITI❑N BOS BOTTOM OUTSIDE STREET SIDE CenturyLink­ EXISTING EQUIPMENT LEGEND J EDGE ❑F PAVEMENT ® TELEPHONE BULLET PEDESTAL r_E_� ELECTRIC PEDESTAL/CABINET C/L CENTERLINE ® TELEPHONE REPEATER I'wR ELECTRIC TRANSFORMER -R/W- -R/W- RIGHT OF WAY ® TELEPHONE PEDESTAL CD ELECTRIC METER P/L PROPERTY LINE F HH TELEPHONE VAULT/HANDHOLE 0 ELECTRIC VAULT/HANDHOLE — — — — — — — — — — EASEMENT r -T-) TELEPHONE CABINET Q ELECTRIC MANHOLE - CURB & GUTTER ® TELEPHONE MANHOLE B ELECTRIC J -BOX I H H H f+H H {' ! H I I I ! W- 1H H*+i-H I I !III I'I I RAILROAD ® TELEPHONE COOL PED OS SEWER MANHOLE FENCE IXI TELEPHONE SAI ® STORM DRAIN CATCH BASIN ---3t---X .R-�( -----F- - - -TEL- - - - TEL- - - - TEL— TELCO sa TELEPHONE USAM ® STORM DRAIN INLET ELEC ELECTRIC O TELEPHONE OWNED POLE ® SEWER DRAIN MANHOLE CATV CATV ® J❑INT USE POLE OO C/L MONUMENT GAS ® CATV BULLET PEDESTAL ® POLE ITEM NO. TRAFFIC SIGNAL FT v7I CATV PED WATER WATER WATER ry CATV VAULT/HANDHOLE SEWER SEWER SEWER ® TRANSFORMER POLE STORM STORM STORM IRRIG IRRIG IRRIGATION PR❑POSED EQUIPMENT LEGEND ----------------- PARKWAY TRENCH All Underground Utility Locations Shown Hereon Are Approximate. Construction Contractor Is Responsible For The Location Of Municipal And Private Utilities :- ASPHALT TRENCH AERIAL BUILD AERIAL BUILD SLACK SPAN AERIAL STRAND r CALL TWO WORKING DAYS BEFORE YOU DIG 811 PLOTTED: Q4/28I2017 BY: SARAH THATCHER ® 2'x2' RECEIVING PIT ® 4'x4' RECEIVING PIT Fix7i SAI ® COOL PEDESTAL ELECTRIC PEDESTAL HH TELCO HANDHOLE TELCO PEDESTAL TELCO CABINET ® TELCO MANHOLE GAS METER GAS VALVE i7 WATER METER ® WATER VALVE FIRE HYDRANT Q WATER MANHOLE A IRRIGATION METER ® IRRIGATION VALVE }---( CULVERT Ts TRAFFIC SIGNAL VAULT/HANDHOLE Q TRAFFIC SIGNAL POLE Q STREETLIGHT >- ANCHOR & DOWN GUY d4 DOWN GUY xxx' ASPHALT TRENCH FOOTAGE xxx' I DIRT OR S/W TRENCH FOOTAGE xxx BORE FOOTAGE xxx AERIAL FOOTAGE 660 SW 39TH STREET RENTON, WA 98067 DRAFTED BY: KILLION COMM. JOB: N.242624 GEO CODE: WC CLLI: KENTWAOB SH 2 OF 4 1 Q' N 16' p I w 3600 LIND AVE STA.0+00 ` ® MH -375 SW d f 9' I 700 a 0 w 1 -CTL TO ACCESS MH375 TO PLACE a i 72CT FIBER STUB AND SPLICE n w LK023,3-4 TO MH 912 1 901 w MH -912 ® — —R/W 14' 6' Q SIDEWALK EDP I SIDEWALK EDP EDP EDP ELP EDP ECP \ EDP ECP ----- C/L C/L C/L C/L C/L C/L C/L C/L S#r 3.9T.FI .ST ,SIY 3.9TH ,ST EDP - DP --- EDP EDP ECP - I':'i7F - - EDP EDP I I — –R/W– � 00 N (O CL 0 co O N Q } O O O O r H fA © o w � � O d -CTL TO ACCESS MH912 TO PUSH w FIBER COUNT LKO 22,34 TO CUST MI -13 u o FIELD ENGINEER: CORY COATE w o w {503}-961-5023 TOWN: RANGE: SECT: 23N 4E 25 All Underground Utility Locations Shown Hereon Are JOB: N.242624 Approximate. Construction Contractor Is Responsible CALL TWO WORKING DAYS For The Location Of Municipal And Private Utilities BEFORE YOU DIG 660 SW 39TH STREET CenturyLink- GEO CODE: RENTON, WA 98057 811 WC CLLl: KENTWAOB DRAFTED BY: KILLION COMM. SH 3 OF 4 PLOTTED: 04/28/2017 BY: SARAH THATCHER