|
RIM ELEV
<br />NOT FIN/
<br />RIM ELEV
<br />NOT FINA
<br />,L
<br />L
<br />N
<br />Ag;
<br />Know what's below.
<br />Call before you dig.
<br />04
<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 />UTILITIES 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 WITH 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 />C13#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 />AIM-56e. 311- RIM=560.18
<br />'E-`��_ (12" W) IE=553.56
<br />4--553.93 (12" N) I E=553.56
<br />CB)3, TYPE 2 - 480. W/ VANED GRATE
<br />�+k�=563EH RIM=561.25
<br />IE=554.46 (12" W) IE=553.62
<br />IE=557.65 (6" N)
<br />-554.4
<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 />IE (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 />SDC0#2, 6" CLEANOUT
<br />RIM=561.42
<br />IE=557.71 (6" S)
<br />SDC0#3, 6" CLEANOUT
<br />,,11.1-_61.32 RIM=560.85
<br />'„=-1131537.90 (6" S) I E=557.73
<br />SDC0#4, 6" CLEANOUT
<br />RIM=560.88
<br />(6" SE) I E=558.13
<br />UTILITY CONFLICT NOTE:
<br />0 10' 20' 40'
<br />ii
<br />SCALE: 1 "=20'
<br />04
<br />ao
<br />co
<br />It
<br />w
<br />0
<br />0
<br />Zo
<br />0
<br />U Np
<br />�o
<br />wC,
<br />O
<br />Q M
<br />mo
<br />J
<br />ww
<br />z U
<br />09
<br />a
<br />0
<br />I� 0
<br />0
<br />I = �
<br />CB STD GRT ie
<br />RIM=559.23'
<br />12" ADS N IE=553.93' a
<br />12" ADS S IE=553.83'
<br />II III
<br />II
<br />III *-,
<br />H 3
<br />CB STD GRT
<br />RIM=561.59' I \
<br />12" ADS N IE=556.84' 3
<br />12" ADS E IE=556.84'
<br />12" ADS SS IE-=11556.79' 1_1:�
<br />IT TII �L I
<br />3
<br />YARD DRAIN
<br />RIM=546.28'
<br />6" PVC N IE=545.13'
<br />4" PVC S IE=545.18'
<br />4" PVC W IE=545.13'
<br />' a BUILDING HEIGHT
<br />52.07'
<br />eA a CB STD GRT
<br />a e A A a RIM=546.16'
<br />h • ' • 6" PVC N IE=543.96'
<br />A • :A
<br />' .e e
<br />FINISH FLOOR BLOW-OUT
<br />=546.51 '
<br />FAUCET
<br />FINISH FLOOR
<br />=561.40'
<br />DRAIN
<br />FOR
<br />E PLAN
<br />FORMOST 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 />PN 28041200306000
<br />EXISTING BUILDING
<br />43,550 SF
<br />w- W- �W-W NOT FINAL .40 3g LF 6" CPEP PIPE
<br />o / SD 0 i+7% 1•_,
<br />F50' PRIVATE ACCESS EASEMENT I 4
<br />� Q,]% e
<br />- - -'AFN 201305295004 f I
<br />e
<br />1
<br />CB STD GRT _ _944i
<br />cam 560.22f ME
<br />I RIM=559.98'_ __-___ _ _ --:12" ADS W IE=557.08' f ME ��� i 560.19f ME
<br />, 560.05 E
<br />S� I D - SD - SDI - qh - SD - SD - SD - SD SD - SD� SD i0
<br />UTILITY EASEMENT 0 ��_' ,
<br />o SEE WALKWAY/ADA AFN 201712070203 EX CB-34 ,�560.13f Llil= �_
<br />DETAIL #3 ON SHEET® _ _ _6�_ _ _ _ _ 560.34f MC'
<br />`'`� w 9W W W - W - ------
<br />HYDRANT I 1-99" 1 E 3
<br />3
<br />CB STD GRT `I, I Pm) � 1
<br />RIM=562.95' c oll \ so W - w
<br />12" ADS N IE=557.80' 1 - so
<br />12" ADS SE IE=557.80' I II \\-_ AD ` 15E
<br />12" ADS S IE=557.65'
<br />LU
<br />Cn
<br />II II I \ II Ilo
<br />III h
<br />�
<br />1 1 1 1
<br />w II I \ : N
<br />III �
<br />�I- \ � \ \11 II o IIN
<br />0
<br />RIM=561.88'
<br />12" ADS E IE=558.18'
<br />12" ADS S IE=558.16'
<br />12" ADS NW IE=558.03'
<br />n
<br />II I \\1III 11� 39
<br />II
<br />II \ 1 I I III 11 �CB STD GRT T
<br />I
<br />Ip I I I RIM=565.09'
<br />12" ADS N IE=561.84'
<br />a I 1 I 1 ( 4I Ian 6" PVC S IE=562.09'
<br />1 1
<br />I
<br />I
<br />I
<br />.I I
<br />UTILITY EASEMENT
<br />AFN 201712070203
<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 UTILITIES 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 />P(U ) -
<br />-------------- 3 °.
<br />II .
<br />/ p
<br />C
<br />GRADING NOTES
<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 WITH 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 />P�UGj� 0 (UG)
<br />CB STD GRT /
<br />P RIM=565.57'
<br />12" ADS N IE=562.77'
<br />4" PVC S IE=562.95'
<br />-I o
<br />o
<br />1 � a
<br />C L
<br />I
<br />I
<br />IA�I WATER
<br />Drl METER I
<br />1
<br />(BUILDING EXPANSION (W�
<br />8,705 SV
<br />GLG♦ JVI.VJ
<br />COOLING TOWER PAD
<br />ELEV 561.05
<br />CONNECT 4" PERFORATED PVC BUILDING -
<br />SE) FOUNDATION DRAINPIPE TO CB#1
<br />AA 4 AA 1 r in" norm mlmi
<br />o ;
<br />�
<br />_ I I
<br />-----__ - ---- --- - -- __;III
<br />e� -
<br />t�VV' `pNGp_LP(UG) - PP' P(UG) `'-^ P(UG) II 7 I 3
<br />�BOX En III III
<br />i �� o ;
<br />- - - - - - - - { ------
<br />c CB STD GRT a II I II 3 I ill
<br />RIM=568.00' /� I�
<br />1 12" ADS N IE=563.80' I I i I III
<br />B 6" PVC S IE=564.12'
<br />LIMIT OF BARGHAUS IN CONSULTING ENGINEER
<br />TOPOGRAPHIC SURVEY DATED 3/2/2023
<br />UTILITY EASEMENT
<br />AFN 201712070203
<br />RECORD DRAWING
<br />1. �N S ON
<br />AS -BUILT RECORD DRAWING PREPARED 04�' 0y-WAS 4,Cl,
<br />0
<br />BY HARMSEN LLC., o
<br />EVERETT, WASHINGTON ON 5/29/2024 {
<br />FIELD WORK COMPLETED 4/25/24�r,
<br />AND RECORDED INFIELD BOOK # 1303 220T9143
<br />ITEMS NOT MARKED ARE UNCHANGED OR��
<br />COULD NOT BE VERIFIED IN THE LA'S
<br />AS -BUILT SURVEY.
<br />® CALLOUT By: Project Engineer/Surveyor�j Date 5/29/2024
<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 />NEW ASPHALT PAVEMENT
<br />01"
<br />CONCRETE PAVEMENT
<br />A •
<br />PROPOSED CONTOUR -15
<br />EXISTING CONTOUR 15
<br />PROPOSED GRADING SLOPE 1.50%
<br />IARGHAUSEN CONSULTING
<br />1IC SURVEY DATED 3/2/21
<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'
<br />cc
<br />rn
<br />0
<br />6 0
<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'
<br />N
<br />N
<br />I
<br />0
<br />0
<br />0
<br />00
<br />�o
<br />M
<br />N_
<br />Q
<br />Mo
<br />O
<br />wo
<br />J
<br />ww
<br />z U
<br />Cr
<br />09
<br />SPOT ELEVATION 92.25
<br />MATCH EXISTING ELEVATION 92.47f ME
<br />® STORM DRAINAGE CATCH BASIN,
<br />TYPE 2 W/ VANED GRATE
<br />R
<br />T
<br />z
<br />0
<br />8
<br />J
<br />d
<br />a
<br />C
<br />ir
<br />w
<br />11
<br />w
<br />= a
<br />m C
<br />w
<br />= Y
<br />m U
<br />W
<br />a m
<br />3
<br />0
<br />z° ~
<br />LL
<br />Z
<br />J
<br />IL
<br />W
<br />Q
<br />Z
<br />0
<br />Z
<br />Q
<br />Z
<br />�J
<br />N LL
<br />O O
<br />LL
<br />0V
<br />O
<br />LL
<br />4/5/23
<br />C
<br />N
<br />N U
<br />II �'
<br />En
<br />M
<br />N
<br />3
<br />3
<br />m
<br />o
<br />N
<br />N y M
<br />U
<br />of
<br />3
<br />o
<br />t�
<br />o
<br />c
<br />U
<br />d
<br />41
<br />>`
<br />ai
<br />7
<br />O
<br />C
<br />�O 5t
<br />"Tl1
<br />,
<br />() L
<br />All
<br />C
<br />Z
<br />L LI
<br />N M
<br />i
<br />Q coo
<br />m
<br />"
<br />}'
<br />0') N
<br />N
<br />>a
<br />N
<br />i
<br />C
<br />��+'
<br />/c�v
<br />W
<br />O
<br />U
<br />00 Q) N
<br />r 'It
<br />N
<br />E
<br />E
<br />iv
<br />Z
<br />o
<br />N
<br />m
<br />N
<br />Ln
<br />w
<br />J
<br />a
<br />w
<br />V)
<br />a-
<br />N
<br />ro
<br />N
<br />0
<br />0
<br />N
<br />M
<br />3
<br />cID
<br />I
<br />ro
<br />N
<br />r-
<br />N
<br />N
<br />/
<br />rn
<br />N
<br />Iu
<br />Cn
<br />NC*4
<br />N
<br />i
<br />0
<br />0
<br />0
<br />CV
<br />N
<br />d
<br />
|