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RIM ELE\
<br />NOT FIN/
<br />RIM ELEV
<br />NOT FINA
<br />•
<br />•
<br />Know what's b@IOW.
<br />Call before you dig.
<br />CITY OF EVERETT SD
<br />STANDARD NOTES:
<br />1. NO PART OF THE DRAINAGE SYSTEM
<br />SHALL BE COVERED, CONCEALED, OR
<br />PUT INTO USE UNTIL IT HAS BEEN
<br />INSPECTED, TESTED, AND ACCEPTED
<br />BY THE CITY OF EVERETT.
<br />2. ALL WORK AND MATERIAL SHALL
<br />CONFORM TO THE CITY OF EVERETT
<br />DESIGN AND CONSTRUCTION
<br />STANDARDS AND SPECIFICATIONS AND
<br />THE WSDOT/APWA STANDARD
<br />SPECIFICATIONS FOR ROAD, BRIDGE,
<br />AND MUNICIPAL CONSTRUCTION
<br />(CURRENT EDITION).
<br />3. APPROXIMATE LOCATIONS OF EXISTING
<br />UTILMES HAVE BEEN OBTAINED FROM
<br />AVAILABLE RECORDS AND ARE SHOWN
<br />FOR CONVENIENCE. THE CONTRACTOR
<br />SHALL BE RESPONSIBLE FOR
<br />VERIFICATION OF LOCATIONS AND TO
<br />AVOID DAMAGE TO ANY ADDITIONAL
<br />UTILITIES SHOWN. IF CONFLICTS WITH
<br />EXISTING UTILITIES ARISE DURING
<br />CONSTRUCTION, THE CONTRACTOR
<br />SHALL NOTIFY THE PUBLIC WORKS
<br />INSPECTOR AND ANY CHANGES
<br />REQUIRED SHALL BE APPROVED BY
<br />THE CITY ENGINEER PRIOR TO
<br />COMMENCEMENT OF RELATED
<br />CONSTRUCTION ON THE PROJECT.
<br />4. ALL STORM SYSTEMS WITHIN THE
<br />PUBLIC RIGHT-OF-WAY OR IN
<br />EASEMENTS MUST BE STAKED BY
<br />SURVEY FOR LINE AND GRADE PRIOR
<br />TO STARTING CONSTRUCTION.
<br />5. ALL CATCH BASIN GRATES MUST BE
<br />STENCILED OR STAMPED "DUMP NO
<br />WASTE, DRAINS TO STREAM, LAKE,
<br />RIVER, PUGET SOUND, OR WETLAND."
<br />CHOOSE APPROPRIATE FEATURE FOR
<br />THE PROJECT
<br />6. DESIGN SHALL COMPLY WrrH THE
<br />EVERETT MUNICIPAL CODE (EMC), CITY
<br />ADOPTED STORMWATER MANAGEMENT
<br />MANUAL, POLICIES AND CRITERIA SET
<br />FORTH IN THE CITY OF EVERETTS
<br />DESIGN AND CONSTRUCTION
<br />STANDARDS do SPECIFICATIONS.
<br />STORM STRUCTURES
<br />CB#1, TYPE 2 - 48". W/ VANED GRATE
<br />RIM=560.05
<br />53.62 (12" S) IE=553.54
<br />'E -ter (4" W) IE=553.95
<br />IE=553.62 (12" E)(EXISTING)
<br />CB#2, TYPE 2 - 48". W/ VANED GRATE
<br />-RIM-56e311- RIM=560.18
<br />'E-`��_ (12" W) IE=553.56
<br />r--553.93 (12" N) I E=553.56
<br />CB#3, TYPE 2 - 480. W/ VANED GRATE
<br />R+k�=5sw3e- RIM=561.25
<br />IE=554.46 (12" W) IE=553.62
<br />IE=557.65 (6" N)
<br />6 (12" E) IE=553.37
<br />EX CB-29,
<br />RIM-559.69- RIM=560.00
<br />-69 (12" E) IE=554.64
<br />IE=554.74 (12" W)(EXISTING)
<br />IE=554.69 (12" S) (EXISTING)
<br />EX CB-32,
<br />R1111-550.50 RIM=559.87
<br />IE=556.24 (12" E)(EXISTING)
<br />(6" N) I E=556.79
<br />IE=556.24 (12" W)(EXISTING)
<br />EX CB-34,
<br />RIM=560.15
<br />IE=556.59 (12" E)(EXISTING)
<br />IE-55:7.49 (6" NW) I E=557.39
<br />SDCO#1, 6" CLEANOUT
<br />RIM=561.10
<br />IE=557.90 (6" W)
<br />SDCO#2, 6" CLEANOUT
<br />RIM=561.42
<br />IE=557.71 (6" S)
<br />SDCO#3, 6" CLEANOUT
<br />�",,,,�-1;-32 RIM=560.85
<br />',E-1131537.90 (6" S) IE=557.73
<br />SDCO#4, 6" CLEANOUT
<br />RIM=560.88
<br />(6" SE) IE=558.13
<br />UTILITY CONFLICT NOTE:
<br />0 10' 20' 40'
<br />ii
<br />SCALE: 1 "=20'
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<br />I I YARD DRAIN
<br />" RIM=546.28'
<br />G - G - c 6" PVC N IE=545.13'
<br />4" PVC S IE=545.18'
<br />W- W- W W 4" PVC W IE=545.13'
<br />GRADING AND DRAINAGE PLAN
<br />FOR
<br />FORIVIOST FUJI
<br />A PORTION OF THE NW1/4, OF THE SW1/4 OF SEC. 12,
<br />TWP. 28N., RGE 4E., W. M.
<br />CITY OF EVERETT, SNOHOMISH COUNTY, WASHINGTON
<br />3 I
<br />0
<br />BUILDING HEIGHT
<br />=52.07'
<br />d
<br />I Q L
<br />I CB STD GRT
<br />3 II ,\\ A. ° .. RIM=546.16'
<br />a
<br />I V I I `,\ : ,;�• a: 6" PVC N IE=543.96'
<br />BSc in \
<br />II a p + . PN 28041200306000
<br />a
<br />I) LIB I
<br />. EXISTING BUILDING
<br />.° . 43,550 SF
<br />4. 14
<br />° `A.
<br />G FINISH FLOOR _ DOWNSPOUT #4 FF=561.40
<br />BLOW OUT SEE MEP PLANS FOR DETAILS
<br />I \ ° CONNECT TO SDCO#4
<br />CB STD GRT ; a=546.51'
<br />RIM=559.23' I w a' FAUCET
<br />12" ADS N IE=553.93' °' d °,
<br />a JBOX e d . ;: DC
<br />12" ADS S IE=553.83''� I ; • FINISH FLOOR \
<br />�=561.40' , + - ,35s1-SF-
<br />W_ W \° FF=561.40
<br />\ y ° / ° DETAEE WALKW Y/ADA
<br />D -` b61.4$I \
<br />II 1 I WATER O O
<br />ud n�i
<br />II 0 I�' METER\ RIM ELEV -•24.5 •---- - - - - - - - - - - - - - - - -
<br />3 I W-"- w- W- F-w-WNOT FINAL 6 .40 3g LF 6" CPEP PIPE
<br />II \I (-) SD ® 7% /___56 6 5 �561
<br />DOWNSPOUT #3
<br />SEE MEP PLANS FOR DETAILS
<br />CONNECT TO SDCO#3
<br />RIM ELEV ALKWAY/A
<br />NOT FINAL ON SHEET
<br />IT I
<br />Ji urui
<br />I 3
<br />559.9 L�
<br />I
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<br />11• � / 3 a
<br />�h� SD- D SD39
<br />9 ► B#1 I II
<br />i 311 1
<br />iI 1 g35�„ i R
<br />� III
<br />.23I
<br />15% II
<br />I (01 1 3:
<br />;II 3
<br />- - - - - - - - 561.40 SD O# DRAINAGE SWALE 561.40 o I ; IN
<br />° I
<br />III 3 ;I
<br />12 LF 6" CPEP PIPE 7 - ---- - ^ II•-561- p } ,
<br />_ °
<br />-SB 0 0 50X ----- --561- ----
<br />FINISH FLOOR
<br />=546.50'
<br />GENERATOR PAD -
<br />ELEV 561.05
<br />COOLING TOWER PAD -
<br />// \ ELEV 561.05
<br />/ \ CONNECT 4" PERFORATED PVC BUILDING
<br />(BUILDING EXPANSION (W REHOUSE) FOUNDATION DRAINPIPE TO CB#1
<br />I \ $'705 S 44.3 -44 LF 12" CPEP PIPE-
<br />T FF.440 SD
<br />\ / DOWNSPOUT #1 0.05%
<br />SEE MEP PLANS FOR DETAILS DRAINAGE
<br />DOWNSPOUT #2 CONNECT TO SDCO#1 / \'
<br />JGG MEP PLANS FOR DETAILS / \ J/ v
<br />CONNECT TO SDCO#2 1 J
<br />SDCO#2 40 LF 6" CPEP PIPE /
<br />D ®050%
<br />- - - 50' PRIVATE ACCESS EASEMENT I CCO
<br />4 _ 0 061 E i
<br />H ° - 0.7 /o ° e a 562
<br />CB STD GRT I \ 'AFN 201305295004 f I ' a Cp ° e e ° ° d e 4 , -N _ �563- r564--- _w w w,
<br />r d .
<br />RIM=561.59' „�, - - CB STD GRT - - - - _ - - S _ d�• 560 `�' 560. f 3 -- -- - - '
<br />„ I I _ 9 _ ________1 �_ 79.8 =00 LF°12` P PIPE 564.8 f
<br />12 ADS N IE=556.84' -`---------- ------_--_----- - --- - -_ - 1= � 4- � - - - - - - - -I�
<br />3 I RIM=559.98 560.71f ME - - - - - + - �- - - S r f '�(2� SD 0 a
<br />12" ADS E IE=556.84' 0 12" ADS W IE=557.08' f ME �� i 560.19f ME f i st 5 cS` 6 ° 8 /1--� / '
<br />12" ADS S IE=556.79' • 1 1 � 6 � ' 560.05 � 0.• f ME � i A9 � `` 60 -..N�� � � 1 5 � f ME �\ ' �� � 9 I I
<br />; M _ i _ ___ _ �' - UTILITY EASEMENT_ -�� 3 '
<br />D - SD - SDI- ��- SD - SD - SD - SD UTILITY EASEMENT so - s sD sD - aE------ - __ __ SD - - SD - SD - SD SD - SD ;� ,
<br />II I o I 0 �' 56��.1� ME " 8 AFN 201712070203
<br />3 N 3 SEE WALKWAY/ADA EX CB-34 �560.13f \ a w W W- W- w w- w- w w- w III
<br />AFN 201712070203 -
<br />DETAIL #3 ON SHEETD -�g� 560.34f ME`- 23.0 i9•99t ME �S _' _ 37✓ LF 12 PIPF� - w - w w -�' - I
<br />� - - - - - - - - - - - - - -- w = w - 9� �+- �= °s^' - w w - " W - - w - i LFw 6" CPEPw PIPE - w �3f "{ulE wX C 29�� ®w�. 8" IP PUC WATERMAI 50' PRIVATE ACCESS EASEMENT
<br />II w 9* W w -W-: - i- w ---- w - W - W=---------- w W------------------------- --� f CB STD GRT EX CB-32 c� E I 2-8°/ E �EMNN � HYDRANT 6 AFN 2013 35295004 f
<br />I'ff•'� a��sa aoLsin WMIA A A RIM=559.70' SD ®. 3 66 r y °
<br />a 1, \ HYDRANT I 1 \ g �! I 12" ADS E IE=556.50' S0 4.1%
<br />\ I ' _ 9, y_ 0 0 3 E ° 12" ADS W IE=556.55' - y y a ) ff
<br />WATER
<br />^iI ; I J \ I o �, 1 cn FLAG POLE - I TANK / o
<br />�5 0.60 JBOX N / ; ,
<br />N 3 WATER--I--L- -- - - 1�_=
<br />CB STD GRT II PNO)-_ I o-� °a WETERPOWER �3`,"m' b� I VAULTI II
<br />RIM=562.95' a olI \ SD w 560.8 d . o . a' d a �'. h JBOX- _ / o f
<br />12" ADS N IE=557.80 I I y \ II � 50 � � � 1562------ - 1 I I . i ° � I � � ° �0 � II �I II zl '
<br />12" ADS SE IE=557.80 -> 0 I
<br />\ _
<br />12" ADS S IE=557.65' I I \ II s so 5 - \�� POWER
<br />\� -- - - -- - - - - - _-__-_-�-- -- �c -- CONDUIT ---- -�� -------------� II ;I iI
<br />II II, I I \ II - SD SD SD D - SD SD SD - 5D - S - SD SD SD S D
<br />III \ \ \ II II 10 ELECTRIC JBOX II 3
<br />I I B I CAR CHARGER a CABER N CB STD GRT
<br />"11 ° a RIM=563.73' I '
<br />w i \ \ I II �: I I CONTRACTOR SHALL LOWER EXISTING J II 1 IIQ FLAG POLE / I 12" ADS N IE=559.38' / II II I II m W I III
<br />le 0I-� UNDERGROUND POWER AS NEEDED ll N y 2" PVC N IE=562.23' �fl 51m ,;II
<br />I\ I I TO PROVIDE 18" COVER (TYP.) o I I I I `� I 12" ADS S IE=559.35' ll ��� II o 3I o_ to ;III
<br />IN Jr -
<br />I \ II��-_ -- E o N-CB STD GRT a / / / II 0 II
<br />"N II 1 1 ! CB STD GRT I o RIM=562.15 �p
<br />III I 3 y _ o N 12 ADS W IE=558.90' I N II
<br />\ 1 I RIM=561.88' 1 0 12" ADS S IE=558.90'
<br />r Ix 1 1 1 I I I 12" ADS E IE=558.18' o I
<br />12" ADS S IE 558.16'
<br />£ 1 1 1 12" ADS NW IE 558.03'
<br />o
<br />oIl
<br />------------------------ ----_ - I I� N -`/ /
<br />P(U) P Uv�(UG) -E
<br />Il_ I I II \ 1 I I III II �CB STD GRT T---------- I --- �r- _-
<br />IC ; 1 I I II II IIB I I CB STD GRT II
<br />IH I I RIM =565.09'
<br />I I I 12" ADS'N IE=561.84' 3 III RIM=565.57'
<br />a I I I I ( I y 6" PVC S IE=562.09' I 12" ADS N IE=562.77'
<br />4" PVC S IE=562.95'
<br />-I - I -
<br />3
<br />a I I UTILITY EASEMENT
<br />3 , AFN 201712070203 1 o
<br />a
<br />I I i I
<br />I I I
<br />a �
<br />AEI WATER
<br />Drl WI METER I
<br />GRADING NOTES
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL
<br />EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING
<br />THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY
<br />LOCATE 0 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY
<br />CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILMES AS
<br />SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO
<br />VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING
<br />ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
<br />1. ALL SPOT ELEVATIONS SHOWN ARE TO FINISH SURFACE (TOP OF ASPHALT
<br />OR TOP OF CONCRETE PAVEMENT, NOT TOP OF CURB/SIDEWALK) UNLESS
<br />OTHERWISE NOTED.
<br />FF = FINISHED FLOOR
<br />ME = MATCH EXISTING ELEVATIONS
<br />TA = TOP OF PAVEMENT
<br />TC = TOP OF CONCRETE SIDEWALK/CURB
<br />FL = FLOWLINE
<br />2. CONTRACTOR SHALL MATCH EXISTING ELEVATIONS AT ALL SAWCUT LOCATIONS.
<br />3. PERMANENT SLOPES SHOULD BE INCLINED NO STEEPER THAN 2H:1V AND BE
<br />PLANTED WrrH A DEEP-ROOTED, RAPID -GROWTH VEGETATIVE COVER AS
<br />SOON AS POSSIBLE AFTER COMPLETION OF SLOPE CONSTRUCTION.
<br />ALTERNATIVELY, THE SLOPE SHOULD BE COVERED IN PLASTIC, STRAW, ETC.
<br />UNTIL IT CAN BE LANDSCAPED.
<br />4. IMPORTED STRUCTURAL FILL SHALL CONFORM TO THE GEOTECHNICAL
<br />REPORTS STANDARD SPECIFICATIONS.
<br />5. NATIVE SOILS ARE MOISTURE SENSITIVE AND WILL REQUIRE CAREFUL
<br />CONTROL OF MOISTURE TO FACILITATE PROPER COMPACTION PER THE
<br />GEOTECHNICAL REPORT.
<br />6. GROUNDWATER SEEPAGE WAS ENCOUNTERED IN 2016 BORINGS AT A DEPTH
<br />BETWEEN 1 AND 5 FEET BELOW GROUND SURFACE. PERCHED GROUNDWATER
<br />LEVELS AND FLOW RATES WILL FLUCTUATE SEASONALLY WITH THE HIGHEST
<br />LEVELS OCCURRING DURING AND SHORTLY FOLLOWING THE WET WINTER
<br />MONTHS (OCTOBER THROUGH MAY). DEWATERING MEANS AND METHODS
<br />SHOULD BE DEVELOPED IN CASE SEEPAGE IS ENCOUNTERED.
<br />7. THE BUILDING EXPANSION FOUNDATION SHALL BE SUPPORTED BY
<br />CONVENTIONAL SPREAD FOOTING FOUNDATIONS, SIMILAR TO THE EXISTING
<br />BUILDING.
<br />a
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<br />JBOX 8
<br />QG� I II / LIL2I39III
<br />- P(UG) (U II ICI
<br />I o ;
<br />-� - - - - - - - - - --- �, I I �I
<br />IIo I i`II
<br />CB STD GRT °• II 3 I 11
<br />RIM=568.00' �
<br />I�
<br />12" ADS N IE=563.80' I r I� II I III I III
<br />6" PVC S IE=564.12' II I I
<br />LIMIT OF BARGHAUSEN CONSULTING ENGINEER I ;
<br />TOPOGRAPHIC SURVEY DATED 3/2/2023 ;
<br />RECORD DRAWING
<br />AS -BUILT RECORD DRAWING PREPARED
<br />BY HARMSEN LLC.,
<br />EVERETT, WASHINGTON ON 4/25/24
<br />FIELD WORK COMPLETED 4/25/24
<br />AND RECORDED INFIELD BOOK # 1303
<br />ITEMS NOT MARKED ARE UNCHANGED OR
<br />COULD NOT BE VERIFIED IN THE
<br />AS -BUILT SURVEY.
<br />UTILITY EASEMENT
<br />AFN 201712070203
<br />, S A-W \
<br />r7ti- Goo
<br />4:
<br />220T9143
<br />4. 10 �`
<br />�AL LA'S
<br />® CALLOUT By: Project Engineer/Surveyor�j Date 3/21/24
<br />1. ASPHALT PAVEMENT (PER DETAIL ON SHEET C7).
<br />2. CEMENT CONCRETE CURB AND GUTTER TYPE A-1(PER DETAIL ON SHEET C7).
<br />3. CEMENT CONCRETE CURB TYPE E-2 (PER DETAIL ON SHEET C8).
<br />4. EXTRUDED CEMENT CONCRETE CURB (PER DETAIL ON SHEET CB).
<br />5. CEMENT CONCRETE SIDEWALK (PER DETAIL ON SHEET CB).
<br />6. CURB RAMP TYPE C (PER DETAIL ON SHEET C8).
<br />7. MODIFIED CURB RAMP TYPE D (PER DETAIL ON SHEET CB).
<br />8. CEMENT CONCRETE CURB AND GUTTER PAN (PER DETAIL ON SHEET C8).
<br />9. CATCH BASIN TYPE 2 (PER DETAIL ON SHEET C8).
<br />10. MODIFIED VARIABLE HEIGHT CEMENT CONCRETE CURB TYPE E-2 (PER DETAIL ON SHEET C8).
<br />LEGEND
<br />BARGHAUSEN CONSULTING
<br />'HIC SURVEY DATED 3/2/
<br />CB STD GRT
<br />RIM=561.16'
<br />12 ADS N IE=553.26'
<br />12" ADS W IE=553.36'
<br />12" ADS S IE=553.36'
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<br />N
<br />o CB STD GRT
<br />RIM=576.17'
<br />24" PVC N IE=564.99'
<br />18" PVC S IE=564.87'
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<br />® STORM DRAINAGE CATCH BASIN, N
<br />PROPOSED CONTOUR ------- �5------- TYPE 2 W/ VANED GRATE Z
<br />EXISTING CONTOUR 15 c N N
<br />1.50% N
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