Loading...
HomeMy WebLinkAboutR-410924w o-) A PORTION OF THE SE 4 OF THE NW 4 OF SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST. W.M. 00 o LO A. 28" Q 1 DUMP NO POLL Nas OWALL TO sncm _ S° TYF, ; 8" X 2" DUMMY JOINTS o '— - �� L - - -'-7 - _ ; f O w 3 -- - 2 1J8 l� a rn � 5„ I V 1 5" I M 4" PLANTING STRIP OR SIDEWALK 0 31. I U v m W 1 3/8" TYP, B I a U 9 20, B A A UT 'ANSI 0 N 5' MIN. TO T MIN. TO I EKPAVSION]OINT EXPANSION JOINT I � 1 1/4" �3J4„ " TOP VIEW END VIEW ROADWAY 5JRFACE T I O T 2" DRILL &TAP TWO m � 5/8" TYP. 1 I( 0 �I5/8" -11 NC HOLES PLAN VIEW 0 I THRU FRAME a SECTION B-B 0 5/8"—�i HOOD ATTACHES AS SHOWN 24" 1 114" 1 5/8" SLOT DETAIL MIN, DRAFT r 3/4' SLOT FORMED AND RECESSED FOR r 7-1- 1 5 8" 1/8" R, 2 1/4" 1 2" INSET ON THIS SIDE I 18-1- 3 1J2° / / 5/8"- 11 NC x 2" S,S, SOCKET rn SEC-DJN DIRECTION OF FLOW A HEX SOCKET 1/8• 20 HEAD (ALLEN HEAD) CAP SCREW. I ^ i 8" X 2 " I 1 " 15/16" Isis" i� I/ 19/16" C iv C DUMMY]OIMTS 3/4' 2 3/4 ) 3 1/2„ R. J7 / "_i N 5/16' R. I in I � h ♦ 5' M[N, ?C r 5' MIN, TO EXPANSION PARTING LINE 1 5/8" rm / �" `� I EXPANSION JOINT I JOINT FRONT VIEW VANE DETAIL ` 1/2" INSET J HEX SOCKET SECTION A -A 20" NOTES: 1 1/4" 3/4 � 15!16" 28" _ — 0 1. PROVIDE FRAME SHOWN IN STANDARD PLAN 5-4. " 5/8"-11 NC-2A 24" 1 5/8' 51B" SECTION A -A Z STAINLESS STEEL DIRECTION OF FLOW DIRECTION OF FLOW 6- NOTES- HOOD DETAIL 2. PROVIDE 2-5/8" DIAMETER STAINLESS STEEL ALLEN TYPE SECURING BOLT LLI BOLTS COUNTERSUNK FLUSH WITH COVER. �� 2 1/4" 2" SEE NOTE 4� 5" 1, FRAME AND HOOD CAST IRON ASTM A48 CL30 H-20 LOADING, 3. GRATE SHALL BE STAMPED "DUMP NO POLLUTANTS", 2, USE 18"x24" VANED GRATE, SECTION B B NOTES; I � "OUTFALL TO STREAM". ;� L J 0 I 3 1/2" R. 1, FOR INSTALLATIONS AT LOW POINTS USE 2-WAY VANED Q 4. ALL LETTERING SHOWN SHALL BE 1/2" AND SHALL BE RECESSED F�1/2' � 5/8" SECTION B-B 5/16" R. 314• 3, AT LOW POINTS, USE 18"x24" 2-WAY VANED GRATE. GRATE, OTHERWISE, USE STANDARD VANED GRATE, UNLESS OTHERWISE INDICATED. LOW POINT 5/8"-11 NC-ZA � 1"R, loa'� O SLOT DETAIL NOTES: STAINLESS STEEL 4. HOOD SHALL BE NON -SLIP. 2. CURB AND GUTTER 5' EITHER SIDE OF CATCH BASIN SHALL BE S. DUCTILE IRON ASTM A-536 GRADE 80-55-05 H-20 RATED, SLOT FORMED AND RECESSED FOR 5/8" - 11 NC x 2" SECURING BOLT 1" POURED AT THE TIME OF FRAME AND GRATE INSTALLATION, O S.S. SOCKET HEAD (ALLEN HEAD) CAP SCREW. 1. PROVIDE FRAME SHOWN ON STANDARD PLAN 5-0. 5. BOLT, WASHER AND NUT SHALL BE GALVANIZED OR CORROSION RESISTANT. 6. GRATE SHALL BE LOCKING. 3. THRU-CURB FRAME LOCATIONS SHALL BE TWENTY-FIVE (25) 0 2. FOR THRU CURB INLETS AT LOW POINTS, USE BI-DIRECTIONAL VANED GRATE, 6, THRU�URB FRAME LOCATIONS SHALL BE TWENTY-FIVE (25) FEET AWAY FROM FEET AWAY FROM ANY P.C. OR P.T. Of CURB RADII, 0 l 7. BI-DIRECTIONAL VANED GRATES ARE REQUIRED 2-1" DIA, HOLES FOR �J WHEN LOCATED IN A LOW -SPOT. 3/4" BOLT, WASHER T6" ANY P.C. OR P.T. OF CURB RADII. 3. GRATE SHALL BE STAMPED "DUMP NO POLLUTANTS", "OUTFALL TO STREAM", NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT & NUT, SEE NOTE 5. W NOTE: THIS PLAN IS NOT A LEGA_ ENGINEERING OCCUMENT BUT NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT r AN ELECTRONIC DUPLICATE, THE ORIGINAL, SIGNED BY THE 4. ALL LETTERING SHOWN SHALL BE SECTION C C NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT D �ji F' RE' Y 1� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 1/2" AND SHALL BE RECESSED, ', AN ELECTRONIC DUPLICATE, THE ORIGINAL, SIGNED BY THE �` p n EN ELECTRONIC DUPLICATE, THE ORIGINAL, SIGNED BY THE AN ELECTRONIC DUPLICATE, THE ORIGINAL, SIGNED BY THE O W Y ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE ATji F1 �� Y 1 ENGINEER AND APPROVED FOR PUBLICATION I5 KEPT ON FILE AT k R� y ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT pF ASxI tYj THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. F WAg F WAS tT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. q �� �� 5, DUCTILE IRON ASTM A-536 Oj�r f THE CITY OF KENT, A COPY MAY BE OBTAINED UPON REQUEST, O �j� j Q OF wASly�� THE CITY OF KENT, A COPY MAY BE OBTAINED UPON REQUEST, , � �� o CITY OF KENT `� � CITY OF KENT 4'a� CITY OF KENT �C'a CITY OF KENT ,.�, ENGINEERING DEPARTMENT GRADE 80-55-06 H-20 RATED. a . j • ` a ENGINaRING DEPARTMENT " � _ ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT b2 I ► P F �' O `T L KENT 20" x 24"" 6. GRATE SHALL BE LOCKING. �Z 20 X24 VANED GRATE _ KENT n w THROUGH —CURB `� � THROUGH —CURE � 7. PROVIDE 2-518" DIAMETER �''`.. �,, BI—DIRECTIONAL VANED GRATE 9 .Q. NT 4 - , .y. wAINIM�TeM WAeN K-00 ..T.. INLET FRAME lL KEN7 "' INLET INSTALLATION DESIGNS cDK SCALE NONE STANDARD PLAN STAINLESS STEEL ALLEN TYPE BOLTS �v cE-t r.Ec rL DESIGNED 2k STANCARq PLAN DRAWN COK ,,,.ALE k.E t;Ts.+C�FJ 'L'--.' SCALE NONE `i'• GESK2NED COK ',U YEa?D FLa.N COUNTER SUNK FLUSH WITH COVER, f L{'s, c rN c�K ! _� E oNE �I '`gIOIYAL CHECKED COK DATE 12/20 N C-5 J �y � DFc4P 1. � .�k �r � DRAWN COK ENGINEER gI©NAI. %*� CHE hEC; �: iK ;?TEE �—� IONIiL HEL'KE➢ COK DATE 712020 C—�a S�i(�n �I. �� CHECKEL COK ',p E i2�9 G '7 APPROVEDEM1CI�FEF J 5—! b : EE FPR ^.YED E1'3'EEe PEES �'rEG W 150' MAX. A EXPANSION GROOMED FINISH Iz a1 5 T5' PERPENDICULAR ]DINT (TYP,} r n I� 58' SEE DETAIL "A" 4" SHINE 2" SHINE TO PEDESTRIAN V / 3 TRAVEL (TYP.) 4" DEPTH CEMENT CONCRETE SIDEWALK #4 cc FINISH FINISH EXPANSION 14' 29' 29' 14 "1! JOINT (TYP.) 1.5' 1 7' 5' 0.5' 0.5' 10, 1 3.5' SIDEWALK ��� \ \ \ SEE DETAIL "A" �I r~ WIDTH VARIES �� \ \ J OPTIONAL FRONTAGE o I 2iI Z IMPROVEMENT o a F PLANTER STRIP CONTRACTION/CONTROL 4" DIAMETER r 10' WIDE (WHEN RED) JOINT (TYP,) SEE DETAIL 1._ON #4 o a SCHEDULE 60 P.C.C. SIDEWALK D" .- SEE KENT STD. PLAN 6-35 5S 2MIN. DEPTH' CRUSHE/ CONDUIT WITH 0.25 HMA PER KDCS 6.16 CURB AND GLITTER ��� � #4 @ 12" TRACER WIRE \ WEARING COURSE (MIN,)- - CURB & GUTTER (TYP.) \ SURFACING TOP COURSE Q AND PULL ROPE -� 1 \-TACK COAT SEE KENT STD. PLAN 6-33 EXPANSION JOINT FOR NEW SEWER CONSTRUCTION; EXPANSION JOINT ,' 7' WIDE 1 0.25' HMA PER KDCS 6.16 EXCAVATE UNSUITABLE SOIL WHEN (TYR) SEE DETAIL "A" STAMP FACE OF CURB WHERE SIDE \ 10" MIN. V a P,C.C. SIDEWALK 11 `LEVELING COURSE (MIN.) EXISTING SUBGRADE CONDITIONS SEWER CROSSES PERPENCICJLARTO (TYP,) SEE DETAIL "A" N SEE KENT STD, PLAN 6-35 1 BASE CAN BE COMBINATION OF REQUIRE. SEE WSDOT STD. SPEC. CURB, 3" HIGH LETTERS 1/4' DEPTH, PROVIDE 2" MIN, COVER ON ALL REBAR �t r 2-03,3(14) E OR KDCS 2,4,C (LxWxD 150' MAX.k� CRUSHED SURFACING TOP AND OR BASE WA P5- WIDE JYP,)LANTER STRIP WITH `I VARIES) SIDEWALK WITH THICKENED EDGER,O 'S'�; COURSE MIN, THICKNESS OF 0,67' PROVIDE GEOTEXTILE FABRIC MEETING 4" SHINE 2" SHINE LANDSCAPING PER KENT \—SUBBASE SHALL BE WSDOT STD. SPEC. THE REQUIREMENTS OF WSDOT STD. FINISH FINISH CITY CODE 15.07.050 9-03.14 (1) GRAVEL BORROW WITH SPEC, 9-33.2(1) TABLE 3, NON -WOVEN REQUIRED, THICKNESS TO BE DETERMINED BY DESIGN. AS DIRECTED, 4 z 4- ..nor ..aoo: "e-npo� "a'.. ,,.,,�c, •pn�.. "od ...4 .moo .. moo .,G"Q.- sa 41773 ,/,C,,v KDCS =KENT DESIGN AND CONSTRUCTION STANDARDS, 2" 3/8"x FULL DEPTH EXPANSION JOINT 211 CONTRACTION/CONTROLSIG�NA4 MATERIAL, 150' MAX, O,C, SEE NOTES JOINT, 5' O.C. SEE NOTE 2 NOTES: DETAIL "A" DETAIL "B" 2C22-C7-26 1, THE PAVEMENT WIDTH I5 MADE UP OF 2 11'-WIDE TRAVEL LANES, 2 10. SOIL STABILIZATION FABRIC MAY BE REQUIRED BY THE ENGINEER; EXPANSION JOINT CONTRACTION/CONTROL JOINT #4 12'-WIDE CURB LANES AND 1 12'-WIDE TURN LANE. PRIOR TO THE PLACEMENT OF GRAVEL BORROW, WHEN REQUIRED _ PEDESTRIAN TRAVEL DIRECTION #4 (0 12" FULL DEPTH BOND BREAK MATERIAL: 4" DEPTH CEMENT - THE CONTRACTOR SHALL PLACE A NON -WOVEN GEOTEXTILE FABRIC 4" 1.5% 2. THE V GUTTER IS INCLUDED IN THE CURB LANE WIDTH; AND THE OVER THE PREPARED SUBGRADE WITH A MINIMUM 2 FOOT OVERLAP, / 30 LB ROOFING FELT, 6 MIL PLASTIC CONCRETE SIDEWALK-, OR APPROVED EQUAL SHINE MAX - 0,5' CURB IS NOT INCLUDED IN THE SIDEWALK OR PLANTER STRIP SEE NOTE 6 DRIVEWAY FINISH SIDEWALK KIVA No. REC-2204$26 WIDTH, 11. ASPHALT TEMPERATURE SHALL NOT EXCEED 3250 AT THE DISCHARGE 1 5ob % 4" PLANT. INITIAL BREAKDOWN ROLLING AND COMPACTIVE REPORT - 3, ADD 14' TO STANDARD CROSS SECTION WHEN DUAL LEFT TURN SHALL OCCUR PRIOR TO THE INTERNAL MAT TEMPERATURE 4" CONCRETE PER WSDOT F LANES ARE REQUIRED. REACHING 2250, FINAL COMPACTION DENSITY SHALL BE REACHED STD, SPECIFICATION 8-14 4" MIN \ 1 O Z" MIN. BASE ❑ ON THE S I,J B M ITTE D D RA VV I N G S AN D S P E CI FI CATIONS PRIOR TO THE INTERNAL MAT TEMPERATURE BEING 1850. N�- 3/8'x FULL DEPTH v' e� PROVj1DED BY THE APPLICAPtTr LICENSED ENGINEERS, 4, ADDITIONAL WIDTH WILL BE REQUIRED FOR NONMOTORIZED 2" CRUSHED SURFACING 6" CEMEN CONCRETE DRIVEWAY APRON J ' , FACILITIES IF THE STREET IS ON A DESIGNATED BICYCLE ROUTE, 12.THE MAXIMUM COMPACTED THICKNESS OF ANY SINGLE ASPHALT LIFT AND GUTTER FOR RESIDENTIAL DRIVEWAYS, EXPANSION JOINT TOP COURSE 8" REINFORCED CEMENT CONCRETE APRON MATERIAL, SEE `� SU RVE:YORS AND ARCH ITECTS AN D OTHER CE RTI FI ED / SEE THE TRANSPORTATION MASTER PLAN AND KENT STD, PLAN 6-31, SHALL MEET THE REQU=REMENTS OF WSDOT STD. SPEC, 5-04,3(9), Q WITH WEATHER LIMITATIONS OUTLINED IN 5-04,3(1) CONSIDERED, CURB, GUTTER AND SIDEWALK CROSS SECTION AND GUTTER FOR COMMERCIAL DRIVEWAYS, NOTE 1 2" MIN. DEPTH Y8" CRUSHED PROVIDE 2" MIN, COVER ON ALL REBAR PRO FE SSLONAL5, THESE P LAN S ARE APPROVED FOR 5. A P LEVEL AREA BEHIND THE SIDEWALK WITH A 1% MIN. AND 2% DRIVEWAY CROSS SECTION SURFACING TOP COURSE C N FO R M AI~J C E WITH THE CITY O KENT E N I N E E R I I MAX, SHALL BE PROVIDED, WHEN THE SLOPE BEHIND V LEVELAREA 13.THE FACE OF ALL CURB AND GUTTER ABUTTING ASPHALT LIFTS SIDEWALK WITH RAISED BACK EXCEEDS 3:1, 0,33' OF COMPACTED CRUSHED SURFACING TOP SHALL RECEIVE A UNIFORM BRUSH APPLIED TACK COAT, CSS OR NOTES; L� COURSE SHALL BE PROVIDED IN THE V AREA, EQUIVALENT. ALL MEET LINES BETWEEN LIFTS SHALL BE UNIFORM 7, WHERE SIDEWALK CROSSES HYDRANT LATERAL; CENTER T WIDE DIVISION'S REQUIREMENTS AND VERTICAL, THE MEET LINES SHALL BE CLEAN AND TACK COATED, 1. EXPANSION JOINT MATERIAL TO BE 3/8" x FULL DEPTH AND SHALL BE PANEL ACROSS LATERAL, USE EXPANSION JOINT, SEE KENT I- 6. DESIGN SIDEWALK CROSS GRADE SHALL BE 1.5°/G. CONSTRUCTION WHEN SUCCESSFUL LIFTS ARE PLACED A TACK COAT SHALL BE PLACED AT 150' O,C, SPACING, ELASTO STANDARD DETAIL 3-1, TOLERANCE SHALL BE 1% MIN AND 2% MAX. UNIFORMLY APPLIED BY A PROPERLY HEATED AND MAINTAINED IN CONFORMANCE WITH WSDOT STD. SPECIFICATION ]TINT MATERIAL SHALL BE ICATION SECTION 9 04.1 (4). MECHANICAL DISTRIBUTOR. LONGITUDINAL PAVEMENT JOINTS 8, ACCESS COVERS, ]UNCTION BOXES, CABLE VAULTS AND OTHER O 7, NEW DEVELOPMENT ADJACENT TO AN ARTERIAL SHALL PROVIDE A 10' SHALL OVERLAP A MINIMUM OF 2 INCHES, TYPICAL, 2, CONTRACTION/CONTROL JOINT SHALL BE 114" WIDE BY 25% SLAB DEPTH; APPURTENANCES WITHIN THE SIDEWALK LIMITS MUST INCLUDE A Devel )'Y ertt E � neeri Manager Date UTILITY AND STREET LIGHT EASEMENT ON BOTH SIDES OF THE 1" DEEP FOR 4" SLAB, 1,5" DEEP FOR 6" SLAB, 2" DEEP FOR 8" SLAB, AT 5' SLIP -RESISTANT SURFACE MATCHING THE GRADE OF THE RIGHT OF WAY. SPACING, SURROUNDING SIDEWALK. SUCH APPURTENANCES SHALL NOT BE /� PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS, �/ ) B. STREET TREES WILL BE REQUIRED BEHIND 3, EXPANSION JOINTS SHALL BE INSTALLED IN CURB Q NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN NOTE: THIS PLAN I5 NOT A LEGAL ENGINEERING DOCUMENT BUT AN THE SIDEWALK, &GUTTER AND SIDEWALK AT P.C. & P,T, AT NOTE: THIS PLAN [S NOT A LEGAL ENGINEERING DOCUMENT BUT R� ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER ALL CURB RETURNS AND ALL ANGLE POINTS. �, xl ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AN ELECTRONIC DUPLICATE, THE ORIGINAL, SIGNED BY THE City�J I I h@ ��E O �F .Y AN D APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF �� Y AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF �FFREy h ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 9. ALL DEPTHS ARE MINIMUM COMPACTED S QF Wlrtsj4.f �r KENT, A COPY MAY BE OBTAINED UPON REQUEST. 4, FORM AND SUB -GRADE INSPECTION of WA-v <1 KENT, A COPY MAY BE OBTAINED UPON REQUEST. S OF WASh"I {Y� THE CITY OF KENT. A COPY MAY 8E OBTAINED UPON REQUEST. IN -PLACE DIMENSIONS. �� �� �; REQUIRED BEFORE POURING CONCRETE, S� �c tiQ k, o , f, CITY OF KENT Q �� y o CITY OF KENT 'o j CITY OF KENT W y ENGINEERING DEPARTMENT r ENGINEERING DEPARTMENT 5. EXPANSION JOINTS IN SIDEWALKS AND = [NGINEERINO DEPARTMENT U PRINCIPAL ARTERIAL CURBS SHALL BE ALIGNED WITH EACH U EXPANSION AND `, SIDEWALK THICKENED EDGE AND KENT 5 LANE SECTION AND OTHER AND NOT OFFSET, ANT CONTRACTION CONTROL JOINTS KENT INFORMATION SHOWN ON THIS DRAWING REGARDING EXISTING UTILITIES Q w ■."NwT." w ."'�--" I w�ax,NaTeN RAISED BACK OF SIDEWALK IS COMPILED FROM TOPOGRAPHY SURVEY BY SURVEYOR, AND MAY NOT BE Q 9 2- MINOR ARTERIAL STREET � ��� 4 s ,�• �DESIGNED CCK SiAN JARC =La•d 6. DESIGN SIDEWALK CROSS GRADE SHALL .'-`-'h.�En COK STANDARD PLAN COMPLETE OR ACCURATE. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL ` SCALE NONE 5lANDA4C ?L4N �i' DESKiNE➢ zQK DRAWN CCK ��-'LE NGVE SCALE NONE BE 1.5%. CONSTRUCTION TOLERANCE `�510,YgI E hJ K DATE sIz°zD fly p�' DRAWN cOK CHECKED ° K ,� 9/2D2G-3 SHALL 8E 1°/"MIN AND 2% MAX.6-35toAtgL CHECKED COK DATE '�/' ° G-40 EXPOSE AND CONFIRM THE LOCATIONS AND ELEVATIONS OF ALL EXISTING APPROVED �GNEEF -F „J-; EN]PIEEs E',dI,EEL: UTILITIES, AND ADVISE THE ENGINEER OF ANY POTENTIAL CONFLICTS. APPROVED SURVEY BENCHMARK SURVEYED: SCALE: DATE(� CONSULTANT SURVEYED VERTICAL: NAND 1988 CITY OF KENT BENCHMARK NO 7073 PUNCH IN 3" BRASS DISC AS SHOWN HORIZONTAL: NAD 1983/1991 C TY O 2022/04/19 W INCASED, LOCATED AT THE INTERSECTION OF SOUTH 2O0TH , MAINLAND ENGINEERING CONSULTANTS CORPORATION DESIGNED: EM M ADU EN 0 SH ORT PLAT FIELDB°°K 3. ISSUED FOR APPROVAL SGC 2022/04/19 AB KENT PAGE: O STREET AND 100TH AVE SOUTHEAST. ELEVATION: 343.77 FEET UNIT 206 8363 128TH STREET SURVEY SURREY, B.C. V3W 4G1 2. ISSUED FOR APPROVAL SGC 2021//AB DRAWN: scc DATUM 19805 108TH AVE SE, RENTON, WA 98055 DRAWING NO: � 1. ISSUED FOR APPROVAL MK 2020/1212/15 15 AB CHECKED: RM Planning/Building/Public Works Dept. 4 � CENTREPOINTE CONSULTANTS 14209 29TH ST E #105 TEL: (604) 543 8044 FAX: (604) 543 8104 DETAILS (1) — CITY 0 F KENT SUMNER, WA 98390 PHONE: (253) 987-7859 N0. REVISION BY DATE APPR APPROVED: SHEET: EMAIL: CI VILC�MAINLANDENG.COM AB 4_OF_10