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GENERAL R/W USE RESTORATION REQUIREMENT5 (8-040)
1 AT THE ENGINEER'S DISCRE710.4, PRIOR TO COMI ANY CONSTRUCTION,
PHOMSM HIS DEPICTING PRE-EYIS7ING ROADWAY COWITIONS WILL BE REQUIRED VERY
50 FEEL IN PIPPOM AREAS ON AV OTHER LOCATION AS SPECIFIED BY THE FLOWER.
2 SIGNING FT,kGOL G AND 7RAF9C CONTROL SPALL BE IN ACCORDANCE WITH THESE
STANDARDS. THE WSDOT TRAFFIC MANUAL AND THE NANDAI OF UNIFORM TRAFFIC
CONTROL D- CES.
3 ONE LANE OF TRAFFIC SAILL REMAIN OPEN 9 ALL TIMES. ATTENDED BY FLADMEN
AND APPROPRIATE CONSTRUCTION SIGNIN. PROVIDED THE MAD EFI BE RE70RED
TO 7W -WM TRAFFIC 9 THE END OF EACH WORKING DAY APPLICATIONS FOR TOTAL
MA CLOSURES XUS7 BE FILED WITH THE CITY OF EDMONDS FOR REVIEW AND
APPROVAL
A EX17IN ORANAGE DITCHES, CULVERTS, ETC. DEALT BE KEPT CLEAN AT ALL 71MES
TEN RD TRY DIVERSION OF ANY DRAINAGE SYSTEM WILL N07 BE PER VOTED W17HOO THE
CONSENT OF THE Cl OF EDMONDS ENGINEER ANY DRAINAGE CULVERT, CA7CHBASILL,
MANHOLE OR OTHER GRALRAG STRUCTURE DISTURBED BY EXCAVATION SHALL BE
R p H T I OF
E WED WIT NEW WE ML OR REPAIRED TO THE WISFAC710M OF HE M
ED.OKDS E WIN EER TEMPORARY EFROSION/SEDIMENTATION CONTROL MEASURES SHALL
" EMPLOYED TO PROTECT ADJACENT PROPERTY AND STORM DRAINAGE FACILIFLUES
:N omt SNOW" DULM3 III, lUxmI 9*- 111 lwm to w
C.60% .0 "1 MINIIIIUM, IV a �" cm,",m Ct.90
SURIUCING TOP COURSE
6, 9 . INIP OP.% CIF bt r.010M VrAhft W0131M XRVO%I*f �O INIT
W INNI %( MAMELP lit"M JWIC JINI rDt INC ft" 04 W10I
70 THE REFORATION OF THE ROADAWAY EXCA-DIN SHALL CDSE IMMED97LY AND
CLUNUP SALL BE ?MVPT_Y ACCOMPLISHED
F. ANN INK 0. VM WM STWO HW= M&I AW K
INMW AN A WT 01WIM mv T4 MI 4mm x sx. A Ulm AA To
Am IA.%G wo INc mc.,
B NO EXCESS OR UNSUITABLE MATERIAL SHALL BE WASTED ON CITY FIGHT-O—AY
A. SUCH MATERIAL DUMPED ON PRIME PROPERTY MAY REQUIRE A GRADING PERMIT
VERIFICATION WITH CITY OF EDMONDS PLANNING & DEVELOPMENT SEWICES IS REDDIRED
9. STREET SURFACES SHALl. BE GLEANED AT THE ENO OF EACH DAY'S DPERATION WITH
A POWER BROOM OR OTHER APPROVED MEANS
10. NO OPEN CUT CROSSING OF � ROADS OR STREETS SHALL BE MADE WITHOUT
THE APPROVAL OF THE ENGINEER H CRY OF EDMONDS
11. MA IMUM AMOUNT OF OPEN TRENCH IN ROADS SALL BE 400 UNEML FEET AT THE
EN OF EACH DAY ALL DITCHES MUST BE IM KFILLED OR COVERED WITH STEEL PLATES
AND BARRICADED WITH FIASHING WARNING LIGHTS TO PREVENT PEOPLE OR ANIVATS
FROM FALLING IWO THE TRENCH.
12 FINA CLEANUP INCLUDING COMPLETE RESTORATION OF SHOULDERS. CLEANING OF
DITCHES. CULVERTS AND GATC�BASLNS, AND REMEMA' OF LOOSE MATERIAL FROM DICK
SLOPES OF D17CHES SHALL M07 EXCEED 1500 L F. BEHIND EXCAVATING OPERATIONS OR
AS REQUIRED BY THE ENGINEER
TREN�_U�
1. LONGITUDINAL TRENCH - PER CITY STANDARD OCTAL [23.
2 EX157ING PAVEMI
3 WIVE MATERIAL. BANK RUN GRAVEL, CSIC MAY BE REQUIRED BY IHE ENGINEER
4 KEA Ll I CUP. CLEAN, CAT & TASK [DOES WITH SURER CSS-1 & SEAL WITH NOT
_AJ CILMENI
5 TEMPORARY R STORATION OF TRENCHES FOR OVERNIGHT USE SAILL BE
ACED. RED HED BY USING COW MIX, AIB, OR STEEL PLATES
PAT N SHALL BE MACHINE ROLLED FLUSH W17 EXISTING MOMENT AND SALE K
P AGED PER SECTION 5-01 OF THE WEDQT/APWA SPECIFICATIONS
ER DEPTH OVER UNDERGROUND UTULNES SALE CONFORM 70 FEDERAL AND
S ATIE REGlJL0ONS
8 TRENCHES IN CONCRETE PAVEMENT SHALL BE RESTORED USING TIE MRS OR DOWEL
MRS IN ACCORDANCE WON SECTION 5-05 OF THE WSDOT/APWA SPECIFICATIONS
SEE 7EXT SECTIONS 8-02, 8-04. 8-05
GENERAL NOTES�
I ALL 07ERALS AND WORK SHOWN ON THESE PLANS SAILL CONFORM TO THE CITY
OF EDMONDS STANDARD PLAINS AND DETAIL-S, THE FOLLOWING SPECIFICATIONS AND
CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL. STME. AND FEDERAL CODES,
RULES AND REGUILATIONS
-CURRENT INTERNATIONAL BUILDING CODE (ISO)
-2012 WMI STANDARD SPECIFICATIONS FOR READ, BRIDGE AND MUNICIPAL
CONSTRUCTION.
-WASHINGTON 5 AHE DEPARTMENT OF ECOWDTF 51ORMWER MANADENEW MANUAL FOR
THE PUGET SOUND BASIN (CURRENT EDITION)
2. STANDARD PLAN AND �E NUMBERS INDXI ON IHESE DRAWINGS PREFER 10 CITY
OF EDMONDS STANOMM DMILS, UNLESS NOTED OTHERWISE
16. ALL RIOURED S70ROATER FACILNES MUST BE CONSTRUCTED AND IN OPERATION
PRIOR HE INSlAILAION OF ANY PAVEMEW UNLESS 01HENISF APPROVED BY THE
ENGINEER
17. ALL ROOF DRAINS. REMINDER FOUNDATION DRUNS. CATCH BASINS AND OTHER
EXTERN L GRANS SHALL BE CONNECTED 70 THE STORM DRAINAGE SYSTEM. UWE' S
NOTED 07HEWISE
18, CONTRACTOR SALL OBTAIN AND PAY FOR ALL PERM17S REQUIRED FOR
INSWLA7ION OF ALL 517E IMPROVEMENT INDICATED ON THESE GRARRINGS
19. AS A MINIMUM REQUIREMENT ALL DISTURBED ARM ON AND OFF SITE SALL BE
RETURNED TO THE EQUIVALENT BE THEIR -REC"STRUC710 M CONDITION IN
ACCORDANCE WITH APPROPRIATE REDUREMENTS AND STANDARDS.
16NACIPY OF THESE APPROVED PLAINS MUST BE ON THE JOBSILE WHENEVER
C RUCTION IS IN PROGRESS. 20. ALL DISTURBED SOIL AREAS SALL BE SEED- OR STABILIZED BY MITER
ACCEPTABLE METHODS FOR THE PREVENTION OF - -SUE EROSION AFTER THE
4 DEVIATIONS FROM THESE PLAINS MUST BE APPROVED BY THE ENGINEER OF RECORD COMPLETION OF CONSTRUCTION SEE EROSION CDNTROL PLANS FOR SPECIFIC
AND THE LOCAL GOVERNING AUTHORITY. OWING AND EROSION CONTROL REQUIREMENTS.
5 CONTRACTOR SHALL RECORD ALL APPROVED DEVAINGES FROM THESE PLANS ON A
BUT 7 'AS-SUUJ` EPAWINGS AND SALL SUMMARIZE ALL AS-BUIL7 CONDITIONS ON ONE
SET Of REP EDUCIBLE DRIWONGS PER 5UBMUTAL TO THE OWNER PRIOR PROJECT
CON RETURN AND ACCEPTANCE A 57 OF AS -BUILT DRNWINUGS SUALL BF SUBMITTED TO
PIC CITY OF EDMONDS PRIOR 70 FINAL APPROVAL OF THE BUILDING DCGUPAMM/FIW_
PROJECT APPROVAL.
7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FUTURES SHOWN HEREON PAVE
BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM ANAUBLE RECORDS
A D SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY
CON LEE IT IS THE SOLE RESPONSIBILITY 0. THE CONTRACTOR TO INDEPENGE WLY
VERIFY THE ACCURACY OF 4 UTILITY LOCUONS SHOWN AND TO FURTH R DISCOVER
AND PROJECI ANY OFFER UTILITIES NOT SHOWN HE EON WHICH AD BE AFFECTED BY
THE IMPLE WATCH Of THIS PI AN ED NTRAGTOR SALT VIFRIFY LOCAVON, DEPTH. 517E
"t"' MINI At ""17" of VI P*Wn
C"I or .
BEFORE TRENCHING FOR NEW THE TIES ENGINEER ASSUMES NO RESPONSIBTLITY FOR
THE COMPLETENESS DR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES
PRESENT D ON THESE DRAWINGS ENGINEER SHALL ED N071FIED IMMEDIATELY or
CORE LOIS THAI ARISE
LUST 48 HOURS PRIOR TO CONSTRUCTION.
9. CONTRALION SALL VERIFY ALL CONDITIONS AND DIMENSIONS 9 THE PROJECT SITE
BEFORE STARTING WORK AND STALL POMIFY CIANER'S REPRIES—TIVE 7 ANY
DISCREPANCIES,
10 P PE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANCE DUE TO FIELD
CONDII
11. CONTRACTOR SHALL OBTAIN A Co PY OF THE GEOTECIENICM. REPORT (WHERE
APP I CABLE) AND SHALL THOROUGHLY TAMILAUR111 IM1111 WITH THE CONTENTS THERE
A a SITE WON SALL BE PERFORMED IN STRIET COMPLANCE WITH THE
RECOMMENDATIONS OF 7 IS REPORT
12 STRILE7TRAL ILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE
REM"XII Or *4 NMW W930INICA 7
13 MAN -HOLES. CATCH BASINS, TIL171ES AND PAVEMENT SLIALL BEAR ON MEDIUM
DENSE TO VTRY DENSE NATIVE SDIL OR COMPACTED STRUCTURAL FILL IF SOIL IS
DISTURBER. SDF LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUPEGRAIDE
ELEVATION REMOAT AND PEFFLACE WITH COMPACTED STRUCTURAL FILL PER
GEOGRAPHICAL REPORT
I� SEE SURVEY AND ARCH17EVURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF
BUILDRIGS. LANDSCAPED ARDS AND OTHER PROPOSED OR EX191W SITE FEATURES
15 SEE AR H17EUUDL DROINGS MR PERIMETER TO NDATION DRAINS FOUND91ON
DEWIN 5 SHALL BE INDEPENDENT OF OTHER SITE DMIN LINES AND SHALL BE TIGHTENED
TO THE STORM GRAIN SYSTEM WHERE INDICATED ON THE PLAINS,
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE
BY:
21 THE CONTRACTOR SALE VEER OFF -SITE STREETS CLEAN AT ALL TIMES BY
SWEEPING. WASHING OF THESE STREETS WILL N07 BE ALLOWED WITHOUT PRIOR
APPROVAL
22 THIS PROJECT IS M07 A BALANCED EARTWOR PROJECT. BOTH EXPORT AND
IMPORT OF BELL AND ROCK MATTERALS ARE REQUIRED
21
SP6S DP7 BE FINISHED GRADE SALL BE CONSTANT BETWEEN FINISHED CONTOURS OR
T ELEVATIONS SHOWN
21 FINISHED GRACE SHALL SLOPE AWAY FROM BUILDING WALLE AT MINIMUM 5% SLOPE
FOR A MINIMUM DISTANCE OP HE FEEI.
25 CONTRACTOR SHALL BE RESMINSIBLE FOR AND SHALL INSTALL AND INANTAN
SHORING AND BRACING AS NECESSARY 70 PROTECT WORKERS, EXISTING BUILDINGS,
SOFFITS. N NWAYE, UTILITIES AND OTHER EXISTUNG AND PROPOSED IMPROVEMENTS AND
MIMI row Laz of Wom w :A" tw6MI towft"
SHALL AM HE RESPONSIBLE FOR REMOVAL OF SHORING AND SPACING AS REQUIRED
21 OR SHALL OBTAIN APPROVAL FROM THE CUP AND rOLLOW CITY
CONTRA
EDO RES FOR ALL WAIER SERVICE INTERRUPTIONS HYDRANT SHI STREET
CLOSURES OR OTHER ACCESS RESTRICTIONS COK17RACTOR SAILL NET RELOCATE OR
ELYINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WR171N APPROVAL FROM THE TIRE
NAL
27 CODRIGNATE AND ARRAINCE FOR ALL UTILITY CON ECTLENS, UTILITY RELOCATING
AN D/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE
UTILITY COMPANIES, CONNEC71ONS 70 EX17ING UTILITIES SALL BE ME ONLY WIDTH
ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES
28 EXIS71NG UTILITY LINES IN SEWED WHICH ARE DAMAGED DUE 70 CDASTRUGTQN
WO K SAILL BE REPAIRED AT CON7W4TDR'S EXPENSE AND INSPECTED AND ACCEPTED
BY GUY OF EDMONDS AND OWNER'S REPRESENTATIVES PRIOR M MCKFILLING
29 NEW TILPY LOCATIONS ARE UNERALLY SHOWN BY DIMENSION, WHERE NO
DMEWSIONS ARE INDICATED, LOCATIONS My BE SCALED FROM DRAWIN S. FIELD
ADJUSTMENI S SALE BE APPROVED BY OWNER'S REPRESENTAWE AND CITY
30 WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 5" OR LESS. PLACE
POLYLIPFILENE PLASTIC MAY AS A CUSHION BE I WEEK THE UTILITIES
31 SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE
UPLUES WITHIN THE BUILDING
02 SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL
WORK
33 SEE LANDSCAPE OWINGS (WHERE APPLICABLE) FOR SUE IRRIGATION SYSTEM
CITY INSPECTION REOU IRED ON ALL EROSION CONTROL
MEASURES BEF 0 RE WORK CAN BEGIN
PSE / INFRASOURCE CONSTRUCTION NOTES FQR SNOHOMISH COUNTY
1. FIELD LOCATE ALL UTILITIES TWO WORKING DAYS PRIOR TO CONSTRUCTION AT I-EI
2. NSTAL ONE POUND ANODE EVERY 1000' OF DETECTION WIRE / INSTALL ANODE AND TEST LEAD WIRES
PER PIE STANDARDS-
, - ALL MAIN TIE-IN'S SHALL BE GAUGED AND MONITORED FOR CHECKING FEEDS.
4. INSTALL VALVES OUT OF TRAFFIC WHERE POSSIBLE
5. ANY CHANGE IN ROUTE OR ADDITIONAL MAIN FOOTAGE MUST BE APPROVED BY THE PROJECT MANAGER
6. ALL PROPOSED SERVICES ARE SHOWN AS:F�T.j
7. ALL J'�5' PAVING CUTS SHOWN AS:
8 ALL WORK WITHIN SNDHDVISH COUNTY TO COMPLY WITH EROSION AND 5 DIVENTATION CONTROL
RLOUIREMENTS OF SNOHOMISH COUNTY CODE, CHAPTER 3063A.220, NOLL DING:
A PREVENT DR MINIMIZE THE TRANSPORT OF SEDIMENT ONTO PAVED SURFACES DURING CONSTRUCTION.
I A Y SOIL STOCKPILES SHALL BE STABILIZED AND PROTECTED WIT H SEDIMENT R TENTION 3MP'O
WITHIN 24 HOURS. EXCAVATED MATERIALS SHALL BE PLACED ON TH E U FRILL SIDE OF TRENCHES,
UNLESS INCONSISTENT WITH SAFETY AND SITE CONSTRAINTS
C DISTURBED AREAS MUST BE STABILIZED AFTER 2 DAYS (BETWEEN OCTOBER I AND APRIL 30) OR
AFTER 7 DAYS (BETWEEN MAY 1 AND SEPTEMBER 30). EROSION CONTROL MATERI LS MUST BE KEPT
ON SITE AND IN ADE UATE QUANTITIES AT ALL TIMES, NO MORE THAN 500' OF CONTINUOUS
TRENCH MAY REMAIN OPEN AT ONE TIME UNLESS CHECK DAMS ARE USED.
D, STORM SEWER INLETS RECEIVING STOP WATER RUN-OFF SHALL BE PROTECTED WITH FILTER FABRIC
OR CTWM %WAFM MMI COVIETNI f"It ~97-tAMW VI
9. CALL SNOHOMISH COUNTY INSPECTOR -8 HOURS PRIOR TO CONSTRUCTION AT (425) 388-3385.
10. GASHED LINES ( --- � ARE TO BE USED TO VERIFY/CORRECT INSTALLATION OF MAIN ON AS -BUILT.
ITUI I OIAT ONE ARE AT T11-11 TO MAIN All I INITI 11 1111 ISTAILL11 NOTED,
1, , N ETURN ALL AS-SUILTS TO INFRASOURCE PROJECT MANAGER.
12. CUI PAI M000 ON VAI PRO"" VALL COWON 10 OX STANI
13 PREFERR C METHOD OF CONSTRUCTION UNDER HARD SURFACE IS BORE, PREFERRED METHOD OF
CONSTRUCTION UNDER SOFT SURFACE IS OPEN TRENCHING.
H��IJISII COUNTY %07
I A THE ENGINEERS DISCRETION. PRIOR TO COMMENCING ANY CONSTRUCTION,
PHDTOGRA HE DEPICTING PRE-EXISTING ROADWAY CONDITIONS WILL BE
REQUIRED EVERY 50 FEET IN PAVED AREAS OR ANY OTHER LOCATION AS
SPE CITED BY THE ENGINEER.
2. SIGNINO. FTAGGINO AND TRAFFIC CONTROL SHALL BE IN ACCCORDANCE WITH
THE E STANDARDS, THE ASCOT TRAFFIC MANUAL AND THE NUAL OF UNIFORM
TRAFFIC CONTROL DEVICES
3. ONE LANE OF TRAFFIC SHALL REMAIN OPEN AT ALL TIMES. ATTENDED BY
FI-AGMEN AND APPROPRIATE CONSTRUCTION SIGNING PROVIDE THE ROAD
SHAL BE RESTORED 70 TWO-INAY TRAFFIC AT THE END OF EACH WORKING
DAY. APPLICATIONS FOR TOTAL ROAD CLOSURES MUST BE FILED WITH
END OMISH COUNTY PUBLIC WORKS AT L-E ST 5 DAYS PRIOR TO THE
ANTICIPATED CLOSURE
4. EXISTING DRAINAGE DITCHES, CULVERTS, LTC , SHALL BE KEPT CLEAN AT ALL
TIMES TEMPORARY DIVERSION OF ANY DRAINAGE SYSTEM WILL NOT BE
PERMITTED WITHOUT THE CONSENT OF THE ENGINEER. ANY DRAINAGE CULVERT
CATCHBA IN, MANHOLE OR OTHER DRAI MADE STRUCTURE DISTURBED BY
EXCAVATION SHALL BE REPLACED WITH NEW MATERIAL DR REPAIRED TO THE
SATISFACTON OF THE ENGINEER. TEMPORARY EROSION/SECIMENTAT
C"TRDL MEASURES SHALL BE EMPLOYED TO PROTECT ADJACENT PROPERTY
AND STORM DRAINAGE FACILITIES.
5, GRAVEL I GUILDERS DISTURBED By EXCAVATION SHALL BE SHAPED TO COU TY
STANDARDS AND PROVIDED WITH A MINIMUM OF 6 INCHES COMPACTED CRUSHED
sw-cmo To- COUML
6 IF IN THE OPINION OF THE ENGINEER, WEATHER CONDITIONS DETERIORATE TO
T E POINT WHERE THE TRAVELED ROADWAYS ARE UNSAFE FOR THE PUBLIC OR
GET MENTAL TO THE RESTORATION OF THE ROADWAY. EXCAVATION SHALL CEASE
IMMEDIATELY AND CLEANUP SHALL BE PROMPTLY ACCOMPLISHED
7. &t ftW OR OW4 VI STMID AI&4 COCIIIII ROIT-01H-UkV wJS1 Nr
P CED AT A SAFE DISTANCE FROM THE TRAVELED ROADWAY IN SUCH A
MANNER AS TO AVOID FALLING ONTO THE ROADWAY.
8. NO EXCESS OR JNSUITABL MATERIAL SHALL BE WAITED ON COUNTY
RI Of- AW S=14 WATEftL OWWO ON "11I PRI Wv
REOUI;E A III NO P RMIT. VARIFICATION WITH SNOHOMISH COUNTY PLANNING
k DEVELOPMENT SERVICES IS REQUIRED.
9. STREET SURFACES SHALL BE CLEANED AT THE END OF EACH DAY'S OPERATION
WITH A POWER BROOM DR OTHER APPROVED MEANS.
10. NO OPEN CUT CROSSINGS OF COUNT ROADS OR STREETS SHALL BE MADE
WITHOUT THE APPROVAL OF THE ENGINEER.
11. MA IMUM AMOUNT OF OPEN TRENCH AT ROADS SHALL BE 100 LINEA FEET
AT THE END OF EACH DAY. ALL DITCHES MUST BE BACKFILLED OR COVERED
WITH STEEL PLATES AND BARRICADED WITH FLASHING WARNING LIGHTS TO
PREVENT PEOPLE OR ANIMALS FROM FALLING INTO THE TRENCH
12. FINAL CLEANUP INCLUDING COMPLETE RESTORATION OF SHOULDERS. CLEANING
OF DITCHES, CULVERTS AND CATCHEASINE. AND REMOVAL OF LOOSE MATERIAL
FROM BACK EL RES OF DITCHES SHALL NOT ESCEED 1500 LF, BEHIND
EX -TING OPERATIONS OR AS REQUIRED BY THE ENGINEER.
ONE
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TIA NINEQ TRENCH - 2' ASPHALT CLASS 8 OVE WHERE
1111PLE CROSSINGS BY SAIE UTILITY,
L EXISTING PAIE.ERF
- 6' ACP OR 2- 1CP . 4" A-�B
T;ALONSIT DINAL TRENCH 5� ATS
INSVIRII TRINIH IF
CONCRETE RESTERI All DR 2� 1CP I
SHALL BE IN ACCORDANCE WITH
SECTION 5-05 OF THE W'OCT/APWA SPECIFICATIONS
IFNS'T` MATERIAL, BANK RUN SPAVEL, GETC OR CONTROL
C 11 FILL -1 11 F BY Ill "NEEK
LINE CUT. CUS
7 SAN. EAT , 7.K CODES WT� BEALE1
. I- WITH HOT ASPHALT CEMENT
:S -7E,MPDR RY REST -ION OF TRENCHES FOR
Jk VIX�ERN GHT
SHALL 9' ACCOMPLISHED BY USING =LD AT., DR
STEEL P-SE
4VIE-E I A'NH ALL. BE MAECHINE RD LED FLUSH WITH EXISTING
AL 9 PI_ACED PER SECTION - OF THE
WIDOT/Al" SPEC'FCA71CN'
a COVER DEPTH OVER UNDERGROUND UTILITIES SHALL
CONFORM 70 FEDERAL AND GTA7E REGULIJIONS
USIN TR VCHES IN CONCRETE PAVEMENT SHALL BE RESTORED
C'71E EAFS� ORT DOWEL'SARS IN AS ORDANCE W17H
-1 -11 , I -
SEE TEXT SECTIONS 8-02. B-04. 6-05
GENERAL R/W USE RESTORATION REQUIREMENTS
(8-040)
1. AT THE ENGINEERS DISCRETION, PRIOR TO COMMENCING ANY
GO NS RUCTION, PHOTOGRAPHS DEPICTING PRE-EXISTING ROADWAY
CONDITI NS WILL BE RE.UIRIG EVERY ED FEET 11 PAVED AREAS OR
ANY OTHER LOCATION AS SPECIFIED BY THE ENGINEER.
2 SIGNING, FLAGGING AND TRAFFIC CONTROL SHALL BE IN
A CORDANCE WITH THESE STANDARDS. THE WSDCT TRAFFIC MANUAL
AND THE MANUAL OF UNIFORM TRAFFIC NTRCL DEVICES.
3. ONE LAM OF TRAFFIC SHALL REMAIN DIEN AT ALL TIMES,
ATTENDED BY FIUAGMEN AND APPROPRIATE CONSTRUCTION SIGNING
PRO IDED THE ROAD SHALL BE RESTORED TO TWO-W Y TRAFFIC AT
THE END OF EACH WORKING DAY. APPLICATIONS FOR TOTAL ROAD
C LDSURES V ST BE FILED WITH SNOHOMISH COUNTY PUBLIC A.11S AT
LEAST 5 DAYS PRIOR TO THE ANTICIPATED CLOSURE.
4. EXISTING DRAINAGE SITE ES, CULVERTS, ETC , SHALL BE KEPT
CLEAN AT ALL TIMES TEMPORARY DIVERSION OF ANY DEAN AGE
SY EM WILL NOT BE PERMITTED W17HOUT THE CONSENT OF THE
ENGINEER� ANY GRAINA E CULVERT. C4TCHBASIN, MANHOLE OR OTHER
DRAINAGE STRUCTURE DISTURBED BY EXCAVATION SHA; L BE REPLACED
WITH NEW MATERIAL OR REPAIRED TO THE SATISFACTION OF TI E
ENGINEER. TEMPORARY EROSION/SEDIMENTATION CONTROL MEASURES
SHALL BE EMPLOYED TO PROTECT ACIENT PROPERTY AND STORM
DRAINAGE FACILITIES
I GRAVEL SHOULDERS DISTURBED BY E CAVATION SHALL BE SHAPED
T6 COUNTY STANDARDS AND PROVIDED Al A A MINIMUM OF 6 INCHES
COMPACTED CRUSHED SURFACING TOP COURSE
' IN THE OPINION OF THE ENGINEER, WEATHER CONDITIONS
RTER'DRATE TO THE POINT WHERE THE TRAVELED ROADWAYS ARE
U NSAFE OR THE PUBLIC OR DETRIMENTAL TO THE RESTORATION OF
TH" GAD Ay. EXCAVATION SHALL CEASE IMMEDIATELY AND CLEANUP
I HALL " PROMPTLY ACCOMPLISHED
1. ALL PIPE OR OTHER MATEIRIAL STORED ALONG COUNTY
RIGHT-OF-WAY MUST BE PLACED AT A SAFE DISTANCE FROM THE
TRAV LED ROADWAY IN SUCH A MANNER AS TO AVOID FALLING ONTO
TH E ROADWAY
EXCESS OR UNSUITABLE MATERIAL SHALL BE WASTED ON
C 'bUN" RIGHI ANY SUCH MATERAL D NPED � PRIVATE
PROPERTY. MAY REQUIRE A GRADING FERMI T I RIFICATION WITH
SNOHOMISH COUNTY PLANNING & DEVELOPMENT SERVICES IS REOUIRED
9 STREET SURFACES SHALL BE CLEANED AT THE END OF EACH DAY'S
OPERATION WITH A PO'WER BROOM OR OTHER APPROVED MEANS.
10 NO OPEN CUT CROSSING OF COUNTY ROADS OR STREETS SHALL
BE MADE WITHOUT T"l APPROVAL OF THE INGINEER
1, MAX I MUM AMOUNT OF OPEN TRENCH IN ROADS I ILL BE ADD
LINEAL FEET AT THE END 01 EACH DAY, ALL DITCHES MUST BE
BACKFLLEO OR COVERED WITH STEEL PIUATES AND BARRICADED WITH
FASHING WARNING LIGHTS TO PREVENT PEOPLE OR ANIMALS FROM
FALLING INTO THE TRENCH.
12 FINAL CLEAN P INCLUDING COMPLETE RESTORA ION OF
SHOULDERS . CLEANING Cz DITCHES, CULVERTS AND CA7CHBASINE, AND
REMOVAL OF LO SE MATERIAL FROM BACK SLOPES OF DITCHES SHALL
NOT EXCEED I EDO L . BEHIND EXCAVATING OPERATIONS OR AS
REOU IRED By THE ENGINEER,
1� A. IS. OP. -I
U-P-1-.1 Y., �c
_. Y.. ... I - 11