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I . 88 LF 8"CPEP
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<br /> SDMH TYPE II 48" '• '
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<br /> LIMITS OF DISTURBANCE- RIM 350.55 SDMH TYPE I,48"
<br /> SEE NORTHEAST OUTFACE IE-338.00t RI 352.0
<br /> 1.SH:'1V SLOPE _ (TYP) „ PLAN 0-1.5 FOR DESIGN I' IEM 349.01 1 ..
<br /> INFORMATION. -
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<br /> I .� s RIM -342.24 I ,i FUTURE WATER 4_ ' !I , qt '<
<br /> IE 327.30; SEE SHEETS i
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<br /> 1 SEE NORTHWEST OUTFACE .. 4;' '�' - C-3.Q AND C+3.1 '; -._- 1
<br /> _ PLAN 0-1.5-FORDESIGN .1 r I v
<br /> I 1 INFORMATION. ' III, 1 `�`, _ T
<br /> N SEE EROSION CONTROL PLANS D-1.0, �, - li �
<br /> ti R o D-L1.D-1.2,AND D-1.3 FOR TESC I >.
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<br /> DESIGN INFORMATION- TYP. . .- . \:4'\ �: 1 `
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<br /> 0�� SEE EROSION CONTROL PLANS D 1 s --\
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<br /> D 11 D,1.2,AND D 1.3 FOR
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<br /> TEMPORARY PERIMETER `1 Tq i - 11
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<br /> 1.75H: IV SLOPE " - -- - _ _ - ' - ' „ INTERCEPTOR DITCH(TYP)
<br /> / SEE SHEET D=1.2 PROPOSED SEWER,SEE
<br /> 1, I J SHEETS C-3.0`AND C 3 t 1 j \
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<br /> `�� SDMH TYPE II-48" \� �, PIPE DAYLIGHT 1 I J 1 LIMOS OF DISTURBANOE
<br /> ' 1 RIM'=342.25 \ �; , IE=346.79 •�} (TYP) 1
<br /> '• - - �` FOR STREE 1RM ., • 54 LF 12"CPEP II I
<br /> - 1' DRAINAGE '.ETS'; _.-.- -- 1: ;
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<br /> 1 SEE WEST OUTFACE PLAN 'i ,\ �.� I .._- :.. _... :..3.1 F ,z
<br /> , � 193LF8'CPEP@5.0% \1�i - k
<br /> D-t.6 FOR DESIGN � PIP! DAYLIGHT >; 1 \, :11 I
<br /> INFORMATION. \moo SDMH TYPE II 48" E 344.38
<br /> 3 RIM=343.02 - -- , =- �
<br /> E= 333.12 62 F 12"CPE _ � \ � t I
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<br /> �.' 297 LF 8"CPEP®i 09 -__ -- .-... � ®�__ . �- a�ateasustragestr ---- mintiptivass.teAr....::,.......„..4, , =) `. SHEETOS C-3.OTANDSCE3J
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<br /> SEE SHEET C-2.1 - '\� ®R 7 H-- . .
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<br /> GRADING NOTES CITY OF EVERETT GRAPHIC SCALE
<br /> Il. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING 6 PERMANENT SLOPES GRADED TO A FINAL INCLINATION STEEPER THAN 2 1 (H V)SHOULD BE CALL 48 HOURS
<br /> CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING SEEDED AND COVERED WITH EROSION CONTROL BLANKETS SUCH AS NORTH AMERICAN GREEN STORM DRAINAGE NOTES: BEFORE YOU DIG
<br /> CONDITIONS SHOWN ON THIS PLAN SHEET ARE.BASED UPON THE SURVEY PREPARED BY GROUP 4, C125 OR EQUIVALENT, THAT ARE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S 1-800-424-5555
<br /> DATED 3-28-05. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO REQUIREMENTS.PERMANENT SLOPES GRADED TO A FINAL INCLINATION OF 2:1 OR FLATTER 1, NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED,CONCEALED OR PUT INTO USE (IN FEET)
<br /> BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE SHOULD BE HYDROSEEDED.IF SUFFICIENT GROWTH IS NOT ESTABLISHED PRIOR TO THE WET UNTIL IT HAS BEEN INSPECTED, TESTED,AND ACCEPTED BY THE CITY OF EVERETT. 1 Inch=50 is
<br /> CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SEASON, THE HYDROSEED SHOULD BE COVERED WITH A HYDRAULICALLY APPLIED BONDED-FIBER
<br /> I
<br /> SITEWORK WHICH WOULD BE AFFECTED.IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, MATRIX SUCH AS SOIL GUARD. 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND
<br /> INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS,WITHOUT EXCEPTION,HE SHALL HAVE MADE, 7 CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND STANDARD SPECIFICATIONS OF WSDOT/APWA.
<br /> AT HIS OWN EXPENSE,A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT LEGEND
<br /> TO THE OWNER FOR REVIEW, PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE PONDINGOF WATER,
<br /> 2. CAUTION -NOTCE TO CONTRACTOR 8. ALL POLLUTANTS OTHER THAN SEDIMENT ON-SITE DURING CONSTRUCTION SHALL BE HANDLED 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE
<br /> THE CONTRACTOR IS SPECIFICALLY CAUTIONED AT THE LOCATION AND/OR ELEVATION OF EXISTING AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. THE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EX. CONTOUR
<br /> / VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES SHOWN.IF
<br /> UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE GENERAL CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL seo
<br /> I
<br /> COMPANIES AND, WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT N.P.D.E.S.PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED PROPOSED CONTOUR
<br /> BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE }15.Z
<br /> 0 9. PROPERTIES AND WATERWAYS DOWNSTREAM OF THE SITE SHALL BE PROTECTED FROM EROSION SPOT ELEVATION
<br /> UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD DUE TO INCREASES IN THE VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF PROJECT.
<br /> LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL FROM PROJECT SITE. TYPE I CATCH BASIN •
<br /> i EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS,
<br /> I
<br /> z 3. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT,UNLESS OTHERWISE NOTED. 10. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION.
<br /> TO SAME. 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED
<br /> TYPE II CATCH BASIN Q
<br /> 11. CONTRACTOR TO REMOVE UNSUITABLE SOILS LOCATED WITHIN THE BUILDINGS SPLAY LINE OF THE 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED"DUMP NO WASTE,DRAINS TO
<br /> 4. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF FOOTINGS. STREAM,LAKE,RIVER,PUGET SOUND,OR WETLAND."CHOOSE APPROPRIATE FEATURE FOR STORM DRAIN PIPE .3D
<br /> ANY EXISTING UTILITIES SERVING THE STRUCTURE.UTILITIES ARE TO BE REMOVED TO THE
<br /> a RIGHT-OF-WAY. 12. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION REFER TO PROJECT SURVEY. THE PROJECT.
<br /> I
<br /> z 13. FOR LAYOUT INFORMATION REFER TO THE SITE PLAN AND HORIZONTAL CONTROL PLAN.
<br /> z 5. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE UBC CODE AND APPLICABLE LOCAL
<br /> REGULATION. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.
<br /> 6'
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<br /> No. Date By Revision Description - Deeigned sY Issue oeteo a�o,:sr"Liy ,f,,,..„,„.„,,,,,,,,,„„:,,,,
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<br /> m 02/14/06 PACLAND ISSUE FOR REVIEW SIP 02 14 O6 4�q°� """` 7 C32-1 INTERAIR NORTH
<br /> ,,,..
<br /> C 2 7/11/06 PACLAND RESUBMITTAL Drew SIP / / 1 "
<br /> PERMIT AAA�yy��� t' ► , COMMERCE CENTER MASS GRADING AND C-2.0
<br /> 8/15/06 PACLAND ISSUE FOR PERMIT JKG �u�x 3
<br /> c�,edceaBy: No; o "�f9i8a���6 (� EVERETT, WASHINGTON STORM DRAINAGE PLAN
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<br /> �+ox���' 11235 SE 6tlI St. la T 4 453J9501
<br /> 3 PJM 2005024.003 some 220 F(425)453A208
<br /> I ®sxus+zizs/ I BdMue,WA 98004 vww.P.,dNoccH
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