General Notes attachment-E2.pdfGENERAL NOTES
1. ALL CONSTRUCTI& MINI IPA LCONSTRU�TION ANDTHE RENT EDITION OF THE STANDARD PLANS A5 ADOPTED BY THE
ROADDMNDS, AND
ROAD BRIDGE
ANY REQUIREMENTS ESTABLISHED AT CITY HEARINGS ON THIS PLAN.
2. ALL CONSTRUCTION 1S SUBJECT TO THE INSPECTION BY THE CITY OF EDMONDS AND
SHALL NOTIFY THE CITY OF THEIR SCHEDULE IN SUFFICIENT TIME TO PERMIT INSPECTION PRTHE CONTRACTOR
IOR TO AND , DURING
THE WORK. iSTALLATION OF
3. THE CONTRACTOR
SHALL
2 X 4 MARKERSRESPONSIBLE
FOR
THE LENGTHNGTH AND DEPTH OIF THE DE yLATERALS AND RS STEES INSCRIBED
AND THE PLACING H
ON THE MARKERS, AND PRIOR TO BACKFILLING.
THE CC�TRA6O�TARLLS�SPEC110NS INCLUDING WATER DIVISION
AND SEWER SERVICES,
EXT 1326) 24 HOURS IN
ADVANCE
UPON COMPLETION NO NEER SITE IMPROVEMENTSH AN
BUILT PLAN TODTHE CITY �OFHDMONDSAWHICH INDICATED
HIS CONSUL
THE LOCATION
O ATIONE F ALL SITE
IMPROVEMENTS INCLUDING SIDE SEWER LATERALS OR TEES, WATER LINES 0
OTHER
6. WATER SERVICE WITH METER BOX AND CURB STOP REQUIRED FOR EACH LOT,
E OF
7. EXISTING UND RGRRIONUL FACILITIES HAVE GATING SAID FAClLB1TIES N THE EEN SHOWN FIELD.ITHEERC CONTRACTOR SHALL AWING FOR THE RBESRESSPONSBLENFOR
T MAY HAVE
THE CONTRA AN
CHECKING OIACT ACI LOCATIONS
ITIES WITHIN THE FIELDPROJCT E1MITS. TTHEC CONTRACTOR ISHALL GBE SIOLELYARESPCNSIBLE FOR
ANY DA
ANY DAMAGE TO UNDERGROUND FACILITIES RESULTING FROM HIS OPERATION .
8. COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN
ROGRESS.
g. IT SHALL THE ATkSFACTORYISAPIPROVAL FROM THEl4skA CITY OCTOR F DMONDS REGARDCLEAN, FLUSH, INGFECT THE QUALITY ANDGABLE
AND OBTAIN
IR
INTEGRITY OF BY`HECWf
SANITARY SEWER LINE, STORI%
ACCEPTANCE BY WATER
PROCEDURES MUST BE TRANSMITTED O THE DESIGN ENGINEER.
10. AL LOCATICTOROTOEVERIFY THELIEXACT LOCATIONS TOAPPROXIMATE
DAMAGE IT
DIISTURBANCE,RESPONSIBILITY OF
THE CONTRA
11. ALL INLET AND CATCH BASIN FRAME AND GRATES SHALL NOT BE ADJUSTED UNTIL IMMEDIATELY PRIOR TO
PAVING. NLL BE CONSTRUCTED
12. THE TG ORR EXTENSIVIOLAND CLEARING ON CONTROL IN ACCORDANCE CILITY SHi WITH THE APPROVED TEMPORARYIT TI EROSIONR TO AND
GRADING
SEDIMENTATION �IDNTI�-iE POTENTIAL FOR FACILITIES MUST BE
HASAPA55EDTORILY MAINTAINED UNTIL CONSTRUCTION
IS COMPLETE
13. ALL REQUIR YD PSATVORM WATER RETEN UNLESS OTHNTION� ETENTIAPPRON FA I TTI ENGINEERING ES MUST BE NSTRON. UCTED AND IN OPERATION
PRIOR TO AN
14, ALL DRAINAGE STRUCTURES SHALL HAVE LOCKING LIDS, REGARDLESS OF LOCATION.
15. ALL p SHSTURBED SURFACES SHAAND BOSTON CONTROBE L MEASURES WITH YED
ARE EMPLTOUGH.OHARDY, FAST GROWING GRASS UNLESS
LANDSCAPING
16. UNLESS T 16 GHRSE NOTED ALL
GALVANIZED STORM DRAINAGE
EL AND SHALL USE, TREATMENT " & 36" INCLUDING DETENTION
PIPE WILL
17: GRASS SEEDING 1.
�p�IQNDSppEPARITA NT OF PUBLIC WORKS. TVED TYPE HERPERFORMANCE BOND WILL NOT BE RO—SEEDER, OR AS OTHERWISE � EASED
UN THE CITY
UNTIL THE GRASS IS ESTABLISHED UNLESS OTHERWISE APPROVED BY THE CITY OF EDMONDS DEPARTMENT OF
PUBLIC WORKS.
18. PIPING SPECIFICATIONS AS NOTED.
HALT
19, ALL STEEL PARTS WILL BE
ALLA-I ON AND NCONSTRUCTION OF SEWER, IZED AND NTH WA1i RPAND
UNDERGROUND POLWER SHALL WORK L
MATERIALS
CONFORMSH COUNTY P.U.DTO STANDARD SPECIFICATIONS
CIFIC STANDARDS.
FOR SUCH WORK IN ACCORDANCE WITH THE CITY OF DMQNDS A
ND
SNOHOMI
TABLE 1— DETENTION PIPE 51ZES
. .-- r.InuE-TE"D
ADAPTOR SKIRT
TRIM TO WITHIN
3" — 5" OF GRATE
GEOTEXTILE FABRIC
NOTES
1. INSERT SHALL
PLACEMENT 0
2. SEDIMENT SHi
3. SEDIMENT REI
RE—INSERTINC
CATCH BAS4
N.T.S.