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<br /> SEE SHEET C 2 0: ' -- '-� � IIIIII ►may` ' 1
<br /> �/ a
<br /> ..
<br /> st-
<br /> Iems/�j' - � .
<br /> SDMH TYPE II 48" \� ./��.,,, .44.• �®t,,
<br /> RIM=3452,.
<br /> v
<br /> 7.5H: 1V SLOPE � Si
<br /> 54LE8"CPEP®47.17% �
<br /> ROPOSEO SEWER;SEE
<br /> "B�NCH CULVERT(TYP) 4i _ - -- - - ',.� ��\� \ PROPOSED WATER,SEE
<br /> SHEETS C .0 AND C 3 s
<br /> SDMH TYPE II 48" �ll 3" SEE DETAIL..... THIS.SHEET__ `�`� \
<br /> SHEETS C-3.0 AND C-3J SDMH TYPE48
<br /> RIM = 369J4
<br /> IE= 361.34 FOR STREET STORM ,��o•\` •, (SEE PLAN
<br /> ,/ - - DRAINAGE SEE SH,E'fTS
<br /> . fi, N � CR-1.0 AND CRF{.1 ,ii10 LF @ 25%
<br /> ' 51 LF 8"CPEP®48.25% •;n �;! - r ��
<br /> � (T ) t ;' BENCH CULVERT
<br /> SDMH TYPE II 48" > . - \
<br /> RIM= 394.83 /� _ - _ �� N1 -'- SEE EROSION CONTROL INLET(TYP)
<br /> ' E=384.83 / i"•
<br /> PLANS D-1.0,D-1.1.D-1.2,
<br /> �)1/4/
<br /> AND D-1.3 FOR iESC
<br /> TRACT B 63 LF 8"CPEP @ 23.35% /� \ilti
<br /> DESIGN INFORMATION(TYP,)
<br /> • SDMH TYPE II 48" •, `.Y` `t t - LOT,2. _ : _ --
<br /> 1a� .
<br /> (NOT A PART) RIM = 416,83 ^
<br /> iii
<br /> I = . Ill'
<br /> 1.75H. 1V SLOPE: '1'
<br /> LOT 1 .
<br /> ` SEE EROSION CONTROL PLANS \ 1 $
<br /> D-1.0,D-1.1.D-1.2, AND D-1.3 "°
<br /> II ii . ....
<br /> •
<br /> I I FOR TESC DESIGN INFORMATION t�.�
<br /> I .
<br /> a rn:) • '1 BENCH CULVERT DETAIL
<br /> F N.T.S.
<br /> ii
<br /> , �� 6 INTERCEPTOR DiTCH(TYP), r /
<br /> t�l' SEE SHEET 0-1.2 �: Sr.
<br /> .
<br /> x �
<br /> TEMPORARYPERIMETER� - ``/ �'
<br /> 8 DIKE(TYP),SEE SHEET -" "T,a� `-� ,y
<br /> ./
<br /> . EXISTING WETLAND 2H: 1V SLOPE _ k 5' o<�
<br /> I
<br /> / AREA BENCH
<br /> x: 0, I10%
<br /> �a j o
<br /> x, 2
<br /> ` LONGITUTINAL
<br /> oQ SLOPE 2%
<br /> 1.76H: IV SLOPE x e I
<br /> •
<br /> • SECTION A-A
<br /> N.T.S.
<br /> so
<br /> i . " i. . "...' . ,
<br /> GRADING NOTES I
<br /> of 25
<br /> 1. 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 CITY OF EVERETT GRAPHIC SCALE
<br /> CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING C125SEEDEORD AEQUIVALND LEENTDHALT ARE INSTALLEDIION ON L ACCORDAN ELANKETS UWITHCH SHEOMANUFACTURER'RTH AMERICAN SEEN STORM DRAINAGE NOTES: CALL 48 HOURS _ -
<br /> CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY GROUP 4, BEFORE YOU DIG C!
<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
<br /> BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE1-800-424-5555
<br /> SHOULD BE HYDROSEEDED.IF SUFFICIENT GROWTH IS NOT ESTABLISHED PRIOR TO THE WET 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED,CONCEALED OR PUT INTO USE ([N FEET)
<br /> I 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 UNTIL IT HAS BEEN INSPECTED, TESTED,AND ACCEPTED BY THE CITY OF EVERETT. 1 incn=so IL
<br /> WHICH WOULD BE AFFECTED.IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, MATRIX SUCH AS SOIL GUARD.
<br /> INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION,HE SHALL HAVE MADE, 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND
<br /> AT HIS OWN EXPENSE,A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT 7. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND STANDARD SPECIFICATIONS OF WSDOT/APWA. LEGEND
<br /> TO THE OWNER FOR REVIEW. PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF WATER.
<br /> 2. CAUTION -NOTICE 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 EX,CONTOUR
<br /> THEI 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
<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 VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES SHOWN.IF Seo
<br /> N.P.D.E.S.PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION,THE CONTRACTOR SHALL PROPOSED CONTOUR /
<br /> COMPANIES AND,WHERE POSSIBLE,MEASUREMENTS TAKEN IN HE FIELD. THE INFORMATION IS NOT ✓
<br /> N BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL HE APPROPRIATE NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED St3.
<br /> 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 BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE
<br /> LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL DUE TO INCREASES IN THE VOLUME,VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF PROJECT.
<br /> •
<br /> I
<br /> i EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. FROM PROJECT SITE. TYPE I CATCH BASIN
<br /> '� 10. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED
<br /> 3. HE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT,
<br /> UNLESS OTHERWISE NOTED.
<br /> a�
<br /> TO SAME. BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. TYPE II CATCH BASIN 8
<br /> 0 11. CONTRACTOR TO REMOVE UNSUITABLE SOILS LOCATED WITHIN THE BUILDINGS SPLAY LINE OF THE
<br /> i 4. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED"DUMP NO WASTE,DRAINS TO STORM DRAIN PIPE SD
<br /> ce ANY EXISTING UTILITIES SERVING HE STRUCTURE.UTILITIES ARE TO BE REMOVED TO THE FOOTINGS.
<br /> ARY AND TOPOGRAPHIC INFORMATION REFER TO PROJECT SURVEY, STREAM,LAKE,RIVER,PUGET SOUND,OR WETLAND."CHOOSE APPROPRIATE FEATURE FOR
<br /> `IRIGHT-OF-WAY. THE PROJECT.
<br /> I
<br /> 5. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE UBC CODE AND APPLICABLE LOCAL 13. FOR BOUND INFORMATION REFER TO THE SITE PLAN AND HORIZONTAL CONTROL PLAN.
<br /> REGULATION. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 12. FOR BOUND
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<br /> No. Date: B�/, Revision Description Designed 6r Issue Data �F ov REY
<br /> I
<br /> < 02/14/06 PACLAND ISSUE FOR REVIEW STP ��.� •"'"rim » ' `.
<br /> t
<br /> 02/14/067/11/06 PACLAND
<br /> RESU
<br /> ag P . _ C32-1INTERAIR SOUTH
<br /> it 2 8/15/06 PACLAND SSUEFORAPERMIT LJKG
<br /> PERMIT oy y f , , COMMERCE CENTER MASS GRADING AND C-2.1
<br /> mw INS Aga
<br /> Checked Project�° IONGB&0� 11235 SE 6th S. T(425)453-9501 EVERETT, WASHINGTON STORM DRAINAGE PLAN
<br /> I
<br /> PJM 2005024,003 I EXPIRES 12/23/ I Suite 98034 F(475
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