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GENERAL NOTES: BUILDING MATERIALS LINE WORK DRAWING CROSS REFERENCE
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK NEW OR EXISTING STRUCTURES
AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. VIEW IN SECTION N N IDENTIFICATION
FIORSEC ION
NEW OR EXISTING STRUCTURES HIDDEN
2. UNLESS DETAILED, SPECIFIED, OR OTHERWISE INDICATED ON THE MATERIAL EXISTING REMOVE NEW
DRAWINGS, CONSTRUCTION SHALL BE AS INDICATED IN THE APPLICABLE NEW PIPING (TRIPLE LINES —
TYPICAL DETAILS AND GENERAL NOTES. TYPICAL DETAILS SHALL APPLY CONCRETE NEW PIPING HIDDEN (TRIPLE LINES) D -12
EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS ON DRAWINGS. ` — — DETAIL OR SECTION TAKEN
3. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART ON THE SAME SHEET
OF WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. SOIL i�7�T� %/ NEW PIPING (SINGLE LINE)
N NORTH NEW PIPING HIDDEN (SINGLE LINE)
ABBREVIATIONS NE NORTHEAST DETAIL OR SECTION IS
AB ANCHOR BOLT NOOR# NUMBER TAKEN ON THE DRAWING
ABC AGGREGATE BASE COURSE
NOM NOMINAL VIEW IN PLAN (NEW SHOWN - EXISTING SCREENED) EXISTING PIPING (TRIPLE LINES) INDICATED
AC ASPHALTIC CONCRETE NTS NOT TO SCALE - --- AT TITLE
AFF ABOVE FINISHED FLOOR NW NORTHWEST GRATING SPAN PAVEMENT EXISTING PIPING HIDDEN (TRIPLE LINES)
AHR ANCHOR
ALM ALARM O.C. ON CENTER TYPICAL DETAIL REFERENCE
AL ALUMINUM OD OUTSIDE DIAMETER EXISTING PIPING (SINGLE LINE) BUBBLE
APPROX APPROXIMATE OHWM ORDINARY HIGH WATER MARK OTHER
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS EXISTING PIPING HIDDEN (SINGLE LINE) — -- — — — TYPICAL DETAIL NUMBER
AUTO AUTOMATIC PL PROPERTY LINE, PLACE VIEW IN PLAN IDENTIFICATION
AVG AVERAGE PNL PANEL NEW EQUIPMENT OR PIPING CENTERLINE
@ AT POC POINT OF CURVATURE EXISTING
PSI POUND PER SQUARE INCH DETAIL IC SECTION
BSP BLACK STEEL PIPE PVC POLYVINYL CHLORIDE WETLAND EXISTING EQUIPMENT OR PIPING CENTERLINE N -L N IDENTIFICATION
PVMT PAVEMENT
NEW EQUIPMENT TYP D -11
C CIVIL \\
CA CONCRETE ANCHOR R OR RAD RADIUS STREAM i ETAIL OR SECTION
CB CATCH BASIN RDCR REDUCER `����LLL NEW EQUIPMENT HIDDEN — — — — REFERENCE BUBBLE
CHNL CHANNEL REF REFERENCE
CITY CITY OF RENTON REINF REINFORCE (D) (ING) (MENT) SURVEY LEGEND (EXISTING LINE WORK) EXISTING EQUIPMENT "°"' DETAIL OR SECTION IS TO BE
CI CONSTRUCTION JOINT REDID REQUIRED FOUND ON THE SAME SHEET
CL OR C CENTERLINE RWTR RECLAIMED WATER x WATER VALVE MONUMENT NOT TIED THIS SURVEY NEW FITTING
CLP L CONTROL PANEL 6- HYDRANT DETAIL OR SECTION IS TO
CMP CORRUGATED METAL PIPE S SEWAGE OR SOUTH FIRE DEPT. CONNECTION fi FOUND CASED MONUMENT EXISTING TO BE REMOVED �'/ BE FOUND ON THE DRAWING
CND CONDUIT SCV SWING CHECK VALVE INDICATED
CO CLEANOUT SD STORM DRAIN W WATER METER SET MAG NAIUALUMINUM WASHER
COMP COMPACTED SDMH STORM DRAIN MANHOLE 0 POST INDICATOR VALVE STAMPED "PACE CONTROL" NEW PIPING CALL -OUT
CONC CONCRETE SDR STANDARD DIMENSION RATIO C5) U MANHOLES (SS /SD) TYPICAL DETAIL IS TO BE
CONN CONNECTION SE SOUTHEAST
OO SET 518" IRON REBAR W/ RED FOUND ON THE TYPICAL CONSTR CONSTRUCTION SIM SIMILAR
El CB PIPING CALL -OUT CB PLASTIC CAP STAMPED "PACE CONTROL" + DETAIL DRAWINGS
3" P.N 3" EXIST PW
CONT CONTINUE (D) (OUS) OR CONTROL SPEC SPECIFICATION -O- POWER/UTILITY POLE UNLESS OTHERWISE STATED.
SS SANITARY SEWER, GRAVITY AT CROSS REFERENCE
GUYANCHOR
CP CONTROL POINT (� SOIL TEST PIT
CPEP CORRUGATED POLYETHYLENE PIPE SSFM SANITARY SEWER FORCE MAIN JUNCTION BOX SANITARY SEWER NOTES:
CPLG COUPLING SSMH SANITARY SEWER MANHOLE E; POWER TRANSFORMER 1. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. A
CTWD COTTONWOOD SST STAINLESS STEEL
CY CUBIC YARDS STD STATION FIT] POWER/TELEPHONE VAULT TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE CITY AND APPROVED BY KING COUNTY PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY.
STD STANDARD pIU CENTER LINES
STL STEEL [] POWER METER CENTER LINES — 2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE
D DRAIN, DEPTH ❑ TELEPHONE/N RISER PROPERTY LINES OR DISTURBANCE.
DBA DECIBELS
IAMETER BREAST S/W SIDEWALK RIGHT -OF -WAY LINES
DOH DIAMETER BREAST HEIGHT SW SOUTHWEST KG GAS VALVE EASEMENT LINES — -- — — -- 3. A PRE - CONSTRUCTION CONFERENCE THAT INCLUDES THE CITY, KC ROADS, AND KC DOES SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION (PROVIDE MIN 7 DAY NOTICE). IT SHALL BE
DOES DEPARTMENT OF DEVELOPMENT AND I] GAS METER LOT LINES THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF
ENVIRONMENTAL SERVICES TDH TOTAL DYNAMIC HEAD >— } -{{ STREET LIGHT RENTON AND BY RESPECTIVE PERMITTING AGENCIES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL
DEG DEGREE TOC TOP OF CONCRETE S T{ DITCH LINE )
DET DETAIL TP-# TEST PIT NUMBER X SPOT ELEVATION WATER LINE CONSTRUCTION.
DIA OR DIAMETER TYP TYPICAL a SIGN SANITARY SEWER LINE - - - -- SS - --
DIM DIMENSION o MAILBOX
STORM DRAIN LINE —=_x -- 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
DIP DUCTILE IRON PIPE V OR VLV VALVE SUBDIVISION LINES - -- - --
C,[J ROCKERY 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN PERMITS OTHER THAN THOSE INCLUDED WITHIN THE SPECIFICATIONS PRIOR TO ANY CONSTRUCTION.
DWG DRAWING VERT VERTICAL GAS LINE c
CONIFEROUS TREE
DWN DOWN
VLT VAULT UNDERGROUND POWER LINES u= 6. A COPY OF THESE APPROVED PLANS AND SPECIFICATIONS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
-
VOL VOLUME " -�� UNDERGROUND TELEPHONE LINES ur
E EAST UNDERGROUND POWER LINES/
EA EACH W WEST, WIDTH, WATER DECIDUOUS TREE TELEPHONE LINES
7, ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF KING COUNTY /CITY FOR THE PREVENTION OF ON -SITE EROSION AFTER THE
i
EL OR ELEV ELEVATION
W/ WITH UNDERGROUND CABLE TV LINES - COMPLETION OF CONSTRUCTION PER CONTRACT DOCUMENTS.
""
ELEC ELECTRIC (AL) WD WATER DISTRICT ICV IRRIGATION CONTROL VALVE OVERHEAD UTILITY LINES c "'- 8. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN
EMBED EMBEDMENT W/O WITHOUT CHAIN LINK FENCE ° ° PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING,
EDP EDGE OF PAVEMENT WSDOT DEPARTM ENT x
OF TRAN PORTATION �1 i(�i DRIP LINE WOOD FENCE - x — - - - - -x --- - -- --
EQL EQUAL SURVEY NOTES:
EQPT EQUIPMENT % PERCENT HORIZONTAL DATUM:
EX OR EXIST EXISTING EROSION AND SEDIMENT CONTROL STANDARD NOTES: NAD 83 -91 BASED ON FOUND MONUMENTS WCCS #2832 (PACE CONTROL POINT #2) A CONCRETE MONUMENT AT THE EAST QUARTER CORNER OF SECTION 14 AND WCCS #2900 (PACE CONTROL
FIG FLANGE 1. APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND POINT #17) A 4" CONCRETE MONUMENT IN A CASE AT THE INTERSECTION OF SE 142ND STREET AND 148TH PLACE SE.
FRP FIBERGLASS REINFORCED PLASTIC LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). VERTICAL DATUM:
FT OR' FOOT, FEET NAVD 88 BASED ON CITY OF RENTON BM "RENT2127" BEING A FOUND ROUND CONCRETE MONUMENT IN A CASE AT THE INTERSECTION OF SE 142ND STREET AND 149TH PLACE SE, (ELEVATION =
2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF 363.72 FEET).
GIs GEOGRAPHIC INFORMATION SYSTEMS THE APPLICANT /ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED.
LEGAL DESCRIPTION:
HOPE HIGH DENSITY POLYETHYLENE 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING. IF REQUIRED, PRIOR TO CONSTRUCTION THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 30
HOA HOMEOWNER'S ASSOCIATION (SWDM APPENDIX D). DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE FEET THEREOF; AND THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY WASHINGTON;
HORZ OR HORIZONTAL MAINTAINED BY THE APPLICANT /ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. EXCEPT THOSE PORTIONS OF SAID SECTIONS 14 AND 15 HERETOFORE CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NUMBER 9401060822.
HORIZ
4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL
ID INSIDE DIAMETER OR INSIDE DIMENSION MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO
IE INVERT ELEVATION ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT.
IN OR INCH, INCHES
INV OR INVERT 5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE
INVT TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. EROSION AND SEDIMENT CONTROL STANDARD NOTES CONT:
KC OR K.C. KING COUNTY 6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC
FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G. ADDITIONAL COVER 12. ANY PERMANENT ADEQUATE STORAGE CAPACITY. FACILITY USED A I TEMPORARY SETTLING BASIN SHALL N MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND
L LENGTH, LANDSCAPE MEASURES, ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PROTECTION ETC.) AS DIRECTED BY KING COUNTY. SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION ULTIMATELY O AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH
LF LINEAR FEET GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY.
LWD LARGE WOOD DEBRIS 7. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT /ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS 13. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL.
SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES.
MAX MAXIMUM 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE
M MAXIMUM DRY DENSITY 8. Y OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO CONSECUTIVE DAYS DURING THE WET SEASON OR SEVEN WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE
MEC ECH MECHANICAL DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE DOES INSPECTOR.
MFRS MANUFACTURER'S
MH MANHOLE, SANITARY 9. ANY AREA NEEDING ESC MEASURES THAT DO NOT REQUIRE IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. ESC METHODS SHALL BE USED TO PREVENT SILT -LADEN WATER FROM ENTERING THE STREAM, SUCH AS STRAW BALES, FILTER FABRIC, TEMPORARY SEDIMENT PONDS, CHECK
MIN MINIMUM DAMS OF PEA GRAVEL- FILLED BURLAP BAGS OR OTHER MATERIAL, AND /OR IMMEDIATE MULCHING (MIN 2INCHES) OR EXPOSED AREAS.
MISC MISCELLANEOUS 10. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH DURING THE DRY SEASON, BI- MONTHLY DURING THE WET
MON MONUMENT SEASON, OR WITHIN TWENTY FOUR (24) HOURS FOLLOWING A STORM EVENT. 16. EXTREME CARE SHALL BE TAKEN TO ENSURE THAT NO PETROLEUM PRODUCTS, HYDRAULIC FLUID, FRESH CEMENT, SEDIMENTS, SEDIMENT -LADEN WATER, CHEMICALS, OR ANY OTHER TOXIC OR
11. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN, ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE DELETERIOUS MATERIALS ARE ALLOWED TO ENTER OR LEACH INTO THE STREAM OR WETLANDS ASSOCIATED WITH THE STREAM. ALL EQUIPMENT RE- FUELING SHALL OCCUR OFFSITE.
RECORD DRAWINGS CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. S=03 5
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS`j
THIS DRAWING SET WAS PREPARED ONLY FOR THE ORIGINAL 1 RECORD DRAWINGS TJW 1216/13 LRK
PROJECT AND SITE SPECIFICALLY IDENTIFIED s PACE ENGINEERS, INC sc, '�"T„""^`, HA°019� EAST RENTON LIFT STATION
SEALED BYE - +w+ r DEC 2013
HEREON AND IS NOT TO BE USED ELSEWHERE � NTS pp y CITY OF `�
TYLER JAMES /2013 OUSE RENTON ELIMINATION
.�/ 03/19/2013 ��TJW �
Date / 49545 ELL
BASE CALL IN AREA o� �� DATUM Planning/Building/Public Works Dept. GENERAL NOTES, ABBREVIATIONS �G -02
By /2/6I/3 PLEASE CALL BEFORE YOU DIG *" "�EoBMC ,,,p,
Y 1.800.424.5555 NO. REVISION BY DATE APPR ANDLEGENDS-
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