|
CONSTRUCTION NOTES AND DETAILS
<br />Know what's below.
<br />Call before you dig.
<br />Akf -A if .
<br />fA "ON
<br />14"
<br />11 1/2"
<br />�i- NON -SLIP TREAD SURFACE
<br />3 1/4"
<br />I 1
<br />SIDE ELEVATION
<br />1
<br />AU CS W. MW OA rf AW
<br />SITYMM 50 Mr LFT 04 T &
<br />USULE POUOf OROYM AV
<br />azw
<br />AU94I-a*W MUC *?r0#
<br />AN FM SM VW 405 07 W.
<br />AE4e@qm jr #6rAuA nm av ,or
<br />RV AA KV AMA M Or ACT M IMMOW
<br />P,F2 ASA CK
<br />AESMACM A.YSWSYD OW
<br />0211? & 412C
<br />SAW AIR SW ow im
<br />► AW '1264COMME?
<br />AO' fW III%)Jlfi fw Or Ifd' AW SU l "
<br />a4w STW MW &XsR€T
<br />67" f ' RAV AW WUnIN MM FM
<br />AND dDOW 9W
<br />ALSHURS Ja Jr ?V tV JWf
<br />All W Sr` xs 37M A6I BIQE 7S
<br />AEUMPM WAXLE SMS
<br />dw$W A_yrRx7W
<br />QWAAr MW lr AMW OU
<br />MA4*7fLMrP0* SW AUM AW
<br />EXTRACTIO
<br />SURFACE
<br />MRAGn1c1nN FOR TREAD EXTENSION
<br />_L (SEE NOTE 9)
<br />.12*
<br />* J
<br />*}y�
<br />/ }
<br />OUMET a ELC . 49aO F
<br />V.
<br />4W 00 MWE =
<br />,RfrV
<br />491.60 dW71M J OTaf R
<br />atV
<br />492 10 70P A40ACHNCR
<br />C C V.
<br />4-92.10 TOMS OF MSER
<br />&EV
<br />If60 Lo
<br />13"
<br />PLAN
<br />SECTION A -A
<br />1/2" GRADE 60
<br />REINFORCING
<br />STEEL BAR
<br />FOR
<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 />RECORD DRAWING
<br />No
<br />AS -BUILT RECORD DRAWING PREPARED
<br />BY HARMSEN LLC.,
<br />a
<br />EVERETT, WASHINGTON ON 5/29/2024
<br />z
<br />FIELD WORK COMPLETED 4/25/24
<br />��
<br />AND RECORDED INFIELD BOOK # 1303'
<br />ITEMS NOT MARKED ARE UNCHANGED OR
<br />� 22019143 �
<br />�f1srE.
<br />COULD NOT BE VERIFIED IN THE
<br />L LA��
<br />AS -BUILT SURVEY.
<br />By: Project Engineer/Surveyor l Date 5/29/2024
<br />CONTRACTOR SHALL INCREASE DIAMETER OF
<br />BOTTOM ORIFICE OF EXISTING STRUCTURE CB 12
<br />FROM 2.2471 " TO 2.375"�
<br />NOTES
<br />1. STEPS SHALL BE STEEL REINFORCED COPOLYMER
<br />POLYPROPYLENE PLASTIC CONFORMING TO:
<br />A. ASTM D 478 AND AASHTO M-199, MINIMUM
<br />HORIZONTAL PULLOUT RATING SHALL BE 1500
<br />NON -SLIP LBS.
<br />PATTERN B. ASTM A 615 GRADE 60 (DEFORMED
<br />REINFORCING STEEL BAR).
<br />2. ONLY STEPS APPROVED BY THE ENGINEER SHALL BE
<br />USED.
<br />3. ALL FABRICATION DIMENSIONS INDICATED ARE
<br />MINIMUM.
<br />4. THE MINIMUM TOTAL CROSS -SECTIONAL AREA OF
<br />THE EXPOSED PORTION OF THE STEP, INCLUDING
<br />THE 1/2-INCH DEFORMED REINFORCING STEEL BAR,
<br />AND EXCLUDING THE NON -SLIP TREAD SURFACE,
<br />SHALL BE ONE SQUARE INCH
<br />5. THE ENTIRE POLYPROPYLENE PLASTIC MATERIAL
<br />SURROUNDING THE REINFORCING STEEL BAR SHALL
<br />BE CAST MONOLITHICALLY. MINIMUM COVER SHALL
<br />BE 3/16-INCH.
<br />6. THE FOLLOWING DIMENSIONS SHALL APPLY UNLESS
<br />OTHERWISE NOTED ON THE DRAWINGS OR
<br />STANDARD PLANS FOR SPECIFIC STRUCTURES: D=6"
<br />+1/4" E=3 1/4" +1/4"
<br />7. STEP RUNGS SHALL BE SPACED AT A MAXIMUM OF
<br />14-INCHES.
<br />8. STEPS SHALL BE INSTALLED IN ACCORDANCE WITH
<br />THE APPROVED MANUFACTURERS RECOMMENDED
<br />PROCEDURE.
<br />9. STEPS IN THE CONE AND RISER SECTIONS WILL HAVE o
<br />6" EXTENSION FROM WALL. STEPS INSTALLED ABOVE
<br />CONE OR TOP SLAB SHALL BE A MAX OF 3"
<br />EXTENSION FROM WALL AND USED AS HANDHOLD.
<br />ALSO SEE 605A, 605E OR 605C.
<br />w
<br />0
<br />>
<br />0
<br />0
<br />EVERETT PUBLIC WORKS
<br />WASHINGTON DEPARTMENT z
<br />Oty 1I,R er Section Manager CAD Manager awn By urr v O Q
<br />TITLB RYAN SASS DAVID VOIGT PAUL WILHELM ESH 12/30/2016 0 0
<br />ALTERNATE POLYPROPYLENE STANDARDo W"
<br />PLASTIC STEPS 609 Ea\
<br />TYPE A-1 CURB
<br />& GUTTER
<br />SEE STANDARD
<br />DRAWING 307
<br />SOLID BRICKS 0
<br />RECTANGULAR
<br />AhII IfTNAENIT f
<br />- EXISTING
<br />PAVEMENT
<br />6"
<br />MATERIALS
<br />PIPE BEDDING MATERIAL SHALL BE
<br />CRUSHED SURFACING BASE COURSE
<br />CONFORMING TO SECTION 9-03.9(3) I
<br />OF THE STANDARD SPECIFICATIONS
<br />FOR ROAD, BRIDGE AND MUNICIPAL -�
<br />CONSTRUCTION WSDOT/APWA.
<br />OVER EXCAVATION AND PLACEMENT OF FOUNDATION MATERIAL, IF
<br />REQUIRED SHALL BE FOUNDATION I_ -I
<br />MATERIAL CLASS A OR B
<br />CONFORMING TO SECTION 9-03.17
<br />OF THE STANDARD SPECIFICATIONS N/ (SEE NOTE1)
<br />FOR ROAD, BRIDGE AND MUNICIPAL
<br />CONSTRUCTION WSDOT/APWA.
<br />18"MIN
<br />-I -I r--I 1 r-I-...I 1
<br />COMPACTION
<br />_I PROVIDE UNIFORM SUPPORT UNDER PIPE
<br />�= 2 BARREL.
<br />HAND TAMP UNDER PIPE HAUNCHES FOR ALL
<br />BEDDING MATERIALS.
<br />El
<br />ALL BACKFILL MATERIAL SHALL BE PLACED IN
<br />LIFTS NOT TO EXCEED 12 INCHES BEFORE
<br />-I COMPACTION UNLESS AUTHORIZED BY THE
<br />ENG
<br />NEER DUE TO THE CHARACTER OF THE
<br />MATERIAL IAND THE COMPACTING EQUIPMENT.
<br />III
<br />UPPER LIMIT OF COMPACT BEDDING MATERIAL TO 90%
<br />PIPE ZONE MAXIMUM DENSITY EXCEPT DIRECTLY OVER
<br />PIPE, HAND TAMP ONLY. MECHANICAL
<br />COMPACTION OF BACK FILL MATERIAL SHALL
<br />N NOT BEGIN UNTILTHE DEPTH OF COMPACTED
<br />BACKFILL MATERIAL IS 2 FEET ABOVE THE TOP
<br />OF PIPE.
<br />EACH LIFT SHALL BE MECHANICALLY
<br />o COMPACTED TO THE REQUIRED DENSITY PRIOR
<br />O TO PLACING SUBSEQUENT LIFTS OF BACKFILL
<br />MATERIAL.
<br />1O COMPACTION TESTS SHALL BE AS REQUIRED BY
<br />THE CITY ENGINEER, BUT IN NO CASE LESS THAN
<br />2 TESTS EVERY 200 FEET OF TRENCH (ONE AT
<br />LOWER LIMIT SUBGRADE AND ONE AT 50% OF TRENCH
<br />OF PIPE ZONE DEPTH).
<br />IN PLACE DENSITY AND MOISTURE CONTENT
<br />4 WILL BE DETERMINED USING NUCLEAR
<br />METHOD, ASTM 2922-71.
<br />LABORATORY MAXIMUM DRY DENSITY AND
<br />OPTIMUM MOISTURE CONTENT WILL BE
<br />DETERMINED USING THE MODIFIED PROCTOR
<br />METHOD IN ACCORDANCE WITH ASTM D-1557.
<br />NOTES
<br />E AND GRATE SHALL BE INSTALLED WITHIN ± 1/4"
<br />JSH WITH FINISHED GRADE.
<br />T FRAME AND GRATE TO
<br />H PAVEMENT SLOPE.
<br />MATCH EXISTING SLOPE OF
<br />GUTTER OR STREET CROWN
<br />FRAME, SEE STANDARD
<br />DRAWING 406
<br />PLASTIC SHIM STRIPS
<br />(MEADOW BURKE, DAYTON
<br />SUPERIOR OR EQUAL) WOOD
<br />WEDGES/SHIMS ARE NOT ALLOWED
<br />GROUT BETWEEN SHIMS WITH
<br />4000 PSI CEMENT CONCRETE
<br />SOLID BRICKS OR
<br />RECTANGULAR
<br />ADJUSTMENT SECTION,
<br />SEE STANDARD
<br />DRAWINGS 401, 402,
<br />403 OR 404.
<br />EVERETT PUBLIC WORKS
<br />WASHINGTON DEPARTMENT
<br />D11EI SASS HEATHERgGRIFFIN ` PDA"0 ILHELM awl WRB 03/O7/2017
<br />TITLE
<br />TYPICAL FRAME AND STANDARDBa.
<br />GRATE INSTALLATION 407
<br />NOTES
<br />1. W = MAXIMUM WIDTH OF TRENCH. FOR PIPES 15" OR
<br />LESS IN DIA W=40". FOR PIPES 18" OR GREATER W=1.5 X
<br />I.D. + 18". PIPE MUST BE CENTERED IN TRENCH.
<br />2. ALTERNATE SLOPING TRENCH WALL TO MEET O.S.H.A.
<br />REQUIREMENTS (NO SLOPES STEEPER THAN 1:1 EXCEPT
<br />FOR ROCK).
<br />3. SUITABLE NATIVE MATERIAL OR IMPORTED GRAVEL
<br />BORROW AS DIRECTED. COMPACT TO 90% MAXIMUM
<br />DENSITY.
<br />4. FOUNDATION GRAVEL IF REQUIRED BY THE ENGINEER TO
<br />REPLACE UNSUITABLE MATERIAL. SHALL BE FOUNDATION
<br />MATERIAL CLASS A, B OR AS APPROVED BY THE
<br />ENGINEER.
<br />5. IF DIRECTED BY THE ENGINEER THE TOP THREE TO FIVE
<br />FEET OF BACKFILL SHALL BE IMPORTED GRAVEL BORROW
<br />OR SUITABLE NATIVE MATERIAL COMPACTED TO 95%
<br />MAXIMUM DENSITY.
<br />6. SEE CITY OF EVERETT STANDARD DWG 326 FOR
<br />PAVEMENT PATCH DETAILS.
<br />7. VERTICAL TRENCH WALLS WITH SHORING TO CONFORM
<br />TO O.S.H.A. REGULATIONS.
<br />8. SUBGRADE OR GROUND SURFACE IN NON -PAVED AREAS.
<br />9. EXCAVATED NATIVE MATERIAL OR STOCKPILED BACKFILL
<br />MATERIAL.
<br />10. FOR ALL TRENCHING TRANSVERSE TO THE ROADWAY
<br />BACKFILL ABOVE THE PIPE ZONE SHALL BE CONTROLLED
<br />DENSITY FILL. SEE SECTION 3-9.6 & 3-20.1 OF THESE
<br />STANDARDS.
<br />11. FOR UTILITY CUTS SUCH AS GAS, TELEPHONE, POWER,
<br />AND CABLE TV LONGITUDINAL TO THE ROADWAY,
<br />BACKFILL SHALL BE CONTROLLED DENSITY FILL. SEE
<br />SECTION 3-9.5 OF THESE STANDARDS.
<br />EVERETT PUBLIC WORKS
<br />WASHINGTON DEPARTMENT
<br />CITY B
<br />T LE RYAN SASS SDAVID V01GT �APAU�L WILHELM awe ESH 12/11/2019
<br />STANDARD DRAWING N..
<br />TYPICAL TRENCH SECTION 614
<br />24"
<br />0 7 OR 8 EQUAL SPACES
<br />Ln
<br />ci
<br />DIRECTION OF FLOW
<br />0
<br />0
<br />0
<br />3
<br />z
<br />E
<br />0
<br />0
<br />0
<br />a
<br />24"
<br />R a 4 EQUAL SPACES 4 EQUAL SPACES
<br />z o �,
<br />.. �H
<br />00
<br />O N
<br />SECTION C-C
<br />CRUSHEI
<br />BASE CO
<br />t�
<br />zw
<br />0
<br />00
<br />LU
<br />N
<br />vni
<br />m J
<br />Y
<br />°
<br />L,., Q
<br />a EE
<br />�'
<br />a w
<br />J F-
<br />Z
<br />as
<br />w
<br />z2
<br />O w
<br />g
<br />w
<br />a N
<br />>
<br />0
<br />0
<br />O
<br />2
<br />z
<br />0
<br />oa
<br />O o
<br />a
<br />Q;
<br />RECORD DRAWING
<br />This Record Drawing has been prepared, in part,
<br />based on "As -Built" information provided by
<br />others. Though the as -built information and this
<br />drawing are based on the best available
<br />information, no presumption should be made
<br />regarding the drawing's accuracy.
<br />Jim Knappert 06/10/2024
<br />Permit Inspector
<br />DETAIL A
<br />in %n
<br />in
<br />%n
<br />0
<br />N
<br />in
<br />�n
<br />Ln
<br />rn
<br />STANDARD DIRECTIONAL GRATE
<br />DETAIL A
<br />ISOMETRIC
<br />BI-DIRECTIONAL OPTION
<br />ISOMETRIC
<br />31� _I
<br />1 1/4"
<br />BOLT -DOWN SLOT
<br />DETAIL A
<br />STANDARD TRENCH SECTION
<br />SEE STANDARD DRAWING 614
<br />I I
<br />BEDDING AND FOUNDATION:
<br />ALTERNATE SLOPING
<br />TRENCH WALL
<br />UPPER LIMIT OF
<br />PIPE ZONE
<br />NOTES
<br />1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL
<br />FRAMES, GRATES AND COVERS. PROVIDE TWO
<br />HOLES IN THE FRAME THAT ARE VERTICALLY
<br />ALIGNED WITH THE GRATE OR COVER SLOTS. THE
<br />FRAME SHALL ACCEPT THE 5/8" - 11 NC X 2"
<br />STAINLESS STEEL RECESSED ALLEN HEAD CAP SCREW
<br />BEING TAPPED, OR OTHER APPROVED MECHANISM.
<br />LOCATION OF BOLT DOWN HOLES VARIES BY
<br />MANUFACTURER.
<br />2. REFER TO WSDOT STANDARD SPECIFICATION
<br />9-05.15(2) AND DESIGN CONSTRUCTION
<br />STANDARDS AND SPECIFICATIONS SECTION 4 FOR
<br />ADDITIONAL REQUIREMENTS.
<br />3. FOR FRAME DETAILS, SEE STANDARD DRAWINGS
<br />406 AND 407.
<br />4. ALL GRATES MUST BE STENCILED OR STAMPED
<br />"DUMP NO WASTE, DRAINS TO _", WHERE THE
<br />BLANK SHALL BE FILLED IN WITH "STREAM", "LAKE",
<br />"RIVER", "PUGET SOUND", OR "WETLAND" AS
<br />APPLICABLE TO THE LOCATION WHERE THE GRATE IS
<br />TO BE INSTALLED.
<br />WSDOT STD PLAN B-30.30-01 AND B-30.40-01, ACCEPTABLE
<br />SUBSTITUTE EXCEPT ALL STEEL RECESSED ALLEN SCREWS
<br />MUST BE STAINLESS STEEL
<br />EVERETT PUBLIC WORKS
<br />0 WASHINGTON DEPARTMENT
<br />011
<br />ri `DI SASS HEATHERgGRIFFIN 'APAUL WILHELM awl WRB 1/0 03/2019
<br />VANED GRATES STANDARD411
<br />FOR CATCH BASIN OR INLET
<br />LIMITS OF TRENCH
<br />W = MAXIMUM WIDTH OF TRENCH. FOR PIPES 15" OR
<br />LESS IN DIAMETER W = 40". FOR PIPES 18" OR
<br />GREATER W = 1 1/2 x I.D. + 18". PIPE MUST BE
<br />CENTERED IN TRENCH.
<br />MATERIALS
<br />PIPE BEDDING MATERIAL SHALL BE CRUSHED
<br />SURFACING BASE COURSE CONFORMING TO SECTION
<br />9-03.9(3) OF THE STANDARD SPECIFICATIONS FOR
<br />ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION
<br />WSDOT/APWA.
<br />OPTIONAL PIPE BEDDING (TO SPRING -LINE) FOR PIPE
<br />15" DIA AND LARGER: PEA GRAVEL OR 3/4" CLEAN
<br />ROCK CHIPS AS APPROVED IN ADVANCE BY ENGINEER.
<br />OVER EXCAVATION AND PLACEMENT OF FOUNDATION
<br />MATERIAL, IF REQUIRED SHALL BE FOUNDATION
<br />MATERIAL CLASS A OR B CONFORMING TO SECTION
<br />9-03.17 OF THE STANDARD SPECIFICATIONS FOR ROAD,
<br />BRIDGE AND MUNICIPAL CONSTRUCTION
<br />WSDOT/APWA.
<br />PROCEDURE FOR COMPACTION
<br />PROVIDE UNIFORM SUPPORT UNDER PIPE BARREL.
<br />COMPACT BEDDING MATERIAL TO 90% MAXIMUM
<br />DENSITY EXCEPT DIRECTLY OVER PIPE, HAND TAMP
<br />LOWER LIMIT
<br />ONLY.
<br />OF PIPE ZONE
<br />HAND TAMP UNDER PIPE HAUNCHES FOR ALL
<br />BEDDING MATERIALS.
<br />FOR ADDITIONAL COMPACTION INFORMATION SEE
<br />STANDARD DWG 615.
<br />OVER EXCAVATE AND PLACE
<br />FOUNDATION MATERIAL CLASS A, B
<br />OR AS APPROVED BY THE ENGINEER
<br />WHEN SPECIFIED.
<br />EVERETT PUBLIC WORKS
<br />WASHINGTON DEPARTMENT
<br />011 tlrtERYAN SASS SDAVID VOIGT 'DP WILHELM awe WRB 12�3072016
<br />BEDDING FOR PIPE -STANDARD DRAWING "o.
<br />IN TRENCHES 615
<br />CO C
<br />N O
<br />N ;�
<br />0
<br />0
<br />cr
<br />W
<br />CL
<br />0
<br />LI
<br />N
<br />W I �
<br />= a
<br />M Q
<br />wl�
<br />m U
<br />cn
<br />q m
<br />3
<br />F_
<br />U
<br />M
<br />Cn
<br />Z
<br />O
<br />M
<br />6 ~
<br />N
<br />ti
<br />W o
<br />Z 00
<br />�Wa
<br />M >
<br />LL
<br />~ = W
<br />� H J
<br />O�J
<br />M
<br />� >
<br />OTOM
<br />U. N O
<br />�O
<br />L
<br />O
<br />LL
<br />7/19/23 1
<br />v
<br />�
<br />Q
<br />v
<br />N
<br />O
<br />AU`
<br />2
<br />Cn
<br />Cn
<br />w
<br />M
<br />N
<br />3
<br />3
<br />m
<br />O
<br />O
<br />•a�i
<br />°
<br />t
<br />a
<br />v
<br />0
<br />0
<br />0
<br />Q
<br />0
<br />V
<br />E
<br />V
<br />•
<br />•%
<br />^W
<br />W
<br />a--J
<br />M
<br />C.
<br />0Im
<br />bm
<br />�
<br />UJ
<br />�
<br />N
<br />O
<br />•
<br />N
<br />N
<br />C.
<br />IN
<br />W
<br />V
<br />CO
<br />r
<br />V
<br />L M
<br />N
<br />E
<br />+'
<br />Z N
<br />o N
<br />Cn
<br />L LJ
<br />J
<br />CL
<br />LLJ
<br />U)
<br />O
<br />Ln
<br />L0
<br />PO
<br />N
<br />O
<br />N
<br />00
<br />3
<br />0
<br />0
<br />I
<br />N
<br />N
<br />N
<br />01
<br />c
<br />N
<br />C
<br />C
<br />N
<br />N
<br />N
<br />0
<br />O
<br />O
<br />N
<br />N
<br />'a1
<br />
|