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HomeMy WebLinkAboutzR-4109setLEGAL DESCRIPTION THE NORTH 2 � ACRES OF THE SOUTH EAST QUARTER OF THE SOUTHEAST QUARTER OF NORTHWEST QUARTER IN SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST 5 EAST, W.M IN KING COUNTY WASHINGTON. EXCEPT THE EAST 30 FEET FOR ROAD. ALSO EXCEPT THE RIGHT OF WAY FOR 106TH AVENUE SOUTHEAST: AND ALSO EXCEPT THAT PORTION THERE OF CONVEYED TO THE STATE OF WASHINGTON FOR STATE ROUTE 515 BY DEED RECORDED UNDER RECORDING NO 8906291184: SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON 1 C^CAIM EXISTING PROPOSED DESCRIPTION PROPERTY LINE GROUND ELEVATION so.so o.so (M: TO MEET EX EL) CONTOUR O� EDGE OF PAVEMENT z W CURB & GUTTER SIDEWALK (ASPHALT) Q :rt!.a«:;• ;ta;" y; t,r r SIDEWALK (CONCRETE) I g L♦♦ ROAD SIGN BOARD U�1-S� SANITARY SEWER, MANHOLE SS W & CONNECTION INSPECTION CHAMBER 0LSD- STORM SEWER, MANHOLE & CONNECTION INSPECTION CHAMBER n m B r CATCH BASIN -TOP & SIDE INLET O LAWN BASIN(D) BY DEVELOPER - W- - — - - ->■ BLOW OFF I -W - — - - WATER VALVE -W- - - - - -- WATERMAIN & CONNECTION SERVICE W I -•-•-W •-•- H._._ HYDRANT U/G SERVICES UNDER GROUND SITE BENCHMARK 1 +50.00 STATION LABEL CONDITION OF APPROVAL: ORIFICE ELEVATIONS ARE MEASURED FROM THE OUTLET PIPE ELEVATION AND NOT FROM THE BOTTOM OF THE FROP TEE. ORFICE ELEVATIONS TO BE SET AT THE ELEVATIONS RED LINED ON THE PLANS. SEEPAGE 12. OWNER JASWANT DHALIWAL 2215 MORRIS AVE S RENTON, WA 98055 CIVIL ENGINEER ABBREVIATIONS (CB) = CATCH BASIN (EX) = EXISTING (PROP) = PROPOSED (DIP) = DUCTILE IRON PIPE (SS) = SANITARY SEWER (SD) = STORM DRAIN (W/M) = WATER MAIN (BLVD = BOULEVARD CO = CLEANOUT MH = MANHOLE (TYP) = TYPICAL (EOP) = EDGE OF PAVEMENT (CL) = CENTER LINE = PROPERTY LINE �PL INV) = INVERT (PVMT) = PAVEMENT G%1 11117!111cur%ln A rlM/1rl1G%T MAINLAND ENGINEERING CENTREPOINTE CONSULTANT EARTH DANCE DESIGN CONSULTANTS CORPORATION 14209 29TH ST E #105 117 E LOUISA ST UNIT 206, 8363 128TH STREET SUMNER, WA 98390 SEATTLE WA 98102 SURREY, B.0 V3W 4G1 PHONE:(253) 987-7859 PHONE: (206) 542 6100 PHONE: (604) 543 8044 SURVEY BENCHMARK CITY OF RENTON BM 1852, BRASS DISC IN CONIC SI NE 4TH ST AND 148TH AVE SE. PUBLISHED 138.614 METERS NAVD 88 = 454.769 FEET CITY OF RENTON BM 2110 — 1/8" BRASS PIN IN 3" CONC MON IN CASE AT THE SI OF SE 176TH ST AND 116TH AVE SE PUB ELEV = 448.162 NAVD88 SURVEY CENTREPOINTE CONSULTANTS 14209 29TH ST E #105 SUMNER, WA 98390 PHONE: (253) 987-7859 SITE INFORMATION PARCEL NUMBER SITE ADDRESS: GROSS: NET AREA PROPOSED LOTS: ZONING: DENSITY PROPOSED DENSITY PERMITTED SETBACKS: FRONT: REAR: INTERIOR: 052205-9078 30' 25' 10' 19805 108TH AVENUE SE RENTON, WA 98055 97,174 SF 71,437 SF (1.64 AC) R-4 3.6586 DU/ACRE 4.00DU/ACRE MAX IMPERVIOUS: 65% BUILDING COVERAGE: 50% LAND USE PRIVATE ACCESS TRACT/ PUBLIC DRAINAGE EASEMENT: ROW DEDICATION =25737 SF REMAINING LOT AREA =54896 SF PLAN SCALE. 1 "=40' 0 20' 40' LANDSCAPE ARCHITECT GLENN TAKAGI 18550 FIRLANDS WAY N SHORELINE, WA 98133 PHONE: (206) 542 6100 CONSULTANT 5. MAINLAND ENGINEERING CONSULTANTS CORPORATION 4. UNIT 206 8363 128TH STREET 3. 2. SURREY, B.C. V3W 4G1 1 TEL: (604) 543 8044 FAX: (604) 543 8104 EMAIL: CIVIL@MAINLANDENG.COM NO BASIS OF BEARING TRUE NORTH, BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 01°01'23.24" COUNTERCLOCKWISE WAS APPLIED AT A PUNCH IN 3" BRASS DISC, INCASED, LOCATED AT THE INTERSECTION OF SOUTH 2O0TH STREET AND 100TH AVENUE SOUTHEAST. THE MONUMENT IS THE WEST QUARTER CORNER OF SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST OF W.M THE NORTH AMERICAN DATUM OF 1993 (NAD 83) GRID COORDINATES WERE FOUND TO BE 157384.879/ 1300244.814 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.999987135 AND THE GRID SCALE FACTOR OF 1.000015225 WAS APPLIED TO THE GRID COORDINATES FRO SHOWN GROUND DISTANCES. LEGEL DESCRIPTION THE NORTH 2 2 ACRES OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER IN SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY WASHINGTON: EXCEPT THE EAST 30 FEET FOR ROAD; ALSO EXCEPT THE RIGHT—OF—WAY FOR 106TH AVENUE SOUTHEAST; AND ALSO EXCEPT THAT PORTION THERE OF CONVEYED TO THE STATE OF WASHINGTON FRO STATE ROUTE 515 BY DEED RECORDED UNDER RECORDING NO 8906291184; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. ►TI-1.1mlrawl\ ft7.%ml01IT, SITE SET MAG NAIL IN ASPHALT, AT THE NORTHWEST CORNER OF SITE ON THE WEST SIDE OF 106TH AVENUE SOUTHEAST. +/-27.1' WEST—NORTHWEST OF WATER VALVE, +/-18.3' SOUTHEAST OF CATCH BASIN. ELEVATION: 462.25 FEET CONDITION OF APPROVAL ARE IN SHEET#9 VICINITY MAP N.T.S REISSUED FOR REVIEW SGC 2023/03/14 AB SURVEYED: SURVEYED SCALE: AS SHOWN REISSUED FOR REVIEW SGC 2022/12/02 AB DESIGNED: EM REISSUED FOR REVIEW SGC 2021 /04/14 AB REISSUED FOR REVIEW MK 2020/06/19 AB DRAWN: MK ONE INCH ISSUED FOR REVIEW MK 2019/11 /19 AB CHECKED: RM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY REVISION BY DATE A P P R APPROVED: AB SHEET INDEX 1 - SITE PLAN 2 - GRADING PLAN 3 - COMPOSITE UTILITY PLAN 4 - ROAD WORKS (198TH ST SE) - HORIZONTAL CONTROL PLAN 5 - ROAD SECTIONS - 198TH ST SE 6 - ROAD WORKS - 106 AVE SE 7 - ROAD WORK DETAILS 8 - STORM SEWER - 198TH ST SE - STATION 1+0.00 TO STATION 4+5.00 9 - STORM SEWER - 198TH ST SE - STATION 4+5.00 TO STATION 6+0.00 10 - STORM SEWER - 106 AVE SE - STATION 13+00.00 TO STATION 15+57. 11 - STORM SEWER - 106 AVE SE - STATION 10+00.00 TO STATION 13+00. 12 - DETENTION VAULT DETAILS 13 - EXISTING CONDITIONS 14 - TEMPORARY EROSION AND SEDIMENT CONTROL & SWPPS PLAN 15 - TEMPORARY EROSION AND SEDIMENT CONTROL DETAILS 16 - STORM SEWER DETAILS 17 - STREET LIGHTING PLAN 18 - STREET LIGHTING STANDARD DETAILS 19 - STREET LIGHTING (AGI CALCULATIONS) 20- PLANTING PLAN (L1) 21 - PLANTING NOTES/DETAILS (L2) 22 - IRRIGATION PLAN (L3) 23 - IRRIGATION NOTES/DETAILS (L4) APPROVED DRAWINGS FROM CITY OF KENT (NO.24-NO.33) 24 - COVER PAGE / SITE PLAN 25 - ROAD WORKS (1) - CITY OF KENT 26 - ROAD WORKS (2) - CITY OF KENT 27 - DETAILS(1) - CITY OF KENT 28 - DETAILS(2) - CITY OF KENT 29 - EROSION AND SEDIMENT CONTROL PLAN 30 - TESC DETAILS 31 - STREET LIGHT PLAN 32 - PLANTING PLAN 33 - PLANTING NOTES AND DETAILS APPROVED DRAWINGS FROM SOOS CREEK DISTRICT(NO.34-NO.42) 34 - SEWER PLAN, PROFILE & NOTES & VICINITY MAP 35 - CONSTRUCTION PROVISIONS 36 - MATERIALS AND SURFACE RESTORATIONS 37 - SEWER DETAILS 38 - WATER MAIN PLAN, NOTES & VICINITY MAP 39 - CONSTRUCTION PROVISIONS 40 - MATERIALS AND SURFACE RESTORATIONS 41 - WATER DETAILS 42 - WATER DETAILS COORDINATION WITH PUGET SOUND ENERGY IN REGARDS TO DEEP EXCAVATION NEAR THE POWER POLE ON 106 AVE SE INFORMATION SHOWN ON THIS DRAWING REGARDING EXISTING UTILITIES IS COMPILED FROM TOPOGRAPHY SURVEY BY CENTREPOINTE CONSULTANTS. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE AND CONFIRM THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, AND ADVISE THE ENGINEER OF ANY POTENTIAL CONFLICTS. 11 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 2023-03-15 ROAD SIGNAGE TABLE NO. I ROAD SIGN NAME QUANTITY N 00 N Ln 0 0 1 O) M u �Z No 1• NO PARKING SIGN R8-3 (ARROW BOTH DIRECTION) 2 Q 1.1. NO PARKING SIGN R8-3 (ARROW TO LEFT) 2 1.2. NO PARKING SIGN R8-3 (ARROW TO RIGHT) 1 2. I NO OUTLET SIGN I 1 I �-- s R-41 0901 z IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 z EDEVELOPMENT ENGINEERING SURFACE WATER UTILITY LL_I CALL 4 8 HOURS l Sippo 03/30/2023 J Farah 03/30/2023 BEFORE YOUR � Q DIG CALL 811 REGIONAL FIRE AUTHORITYEt4TAPPROVEDcthomas 03/31/2023 DATE: 2023/03/14 L� CITY O M A D U E N O SHORT P L_ A T HELDBOCK __D 'R RENTON N PAGE 11 • 19805 108TH AVE SE, RENTON, WA 98055 DRAWING N0: 0 Planning/Building/Public Works Dept. SITE PLAN SHEET: 1—OF-42 LEGEND m 0 LEGAL DESCRIPTION EXISTING PROPOSED DESCRIPTION THE NORTH 2 � ACRES OF THE SOUTH EAST QUARTER OF THE SOUTHEAST QUARTER OF NORTHWEST QUARTER IN SECTION 5, PROPERTY LINE TOWNSHIP 22 NORTH, RANGE 5 EAST 5 EAST, W.M IN KING COUNTY WASHINGTON. x�o�C GROUND ELEVATION so.so o.so (M: TO MEET EX EL) EXCEPT THE EAST 30 FEET FOR ROAD. �-se O CONTOUR ALSO EXCEPT THE RIGHT OF WAY FOR 106TH AVENUE SOUTHEAST: DIRECTION OF SURFACE � DRAINAGE AND ALSO EXCEPT THAT PORTION THERE OF CONVEYED TO THE STATE �o-SD- f_SD- W OF WASHINGTON FOR STATE ROUTE 515 BY DEED RECORDED UNDER - ♦ STORM SEWER, MANHOLE RECORDING NO 8906291184: & CONNECTION INSPECTION CHAMBER SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF 0 B CATCH BASIN -TOP & SIDE INLET WASHINGTON 0 O LAWN BASIN(D) BY DEVELOPER DETECTABLE WARNING SURFACE SLOPE TREATMENT 5-0" 14'-C 1.5% GRADE BREAK 5.0%_ LANDING CURB RAMP4t SECTION A -A N.T.S GRADE BREAK COUNTER SLOPE 2.0% MAX. TOP OF ROADWAY DEPRESSED CURB AND GUTTER SEE STANDARD PLAN F-10.12 �la��i>I/13��4'L1:]PI@[e>�YIJ:]yTil7 CROSSWALK DEPRESSED CURB AND GUTTER CEMENT CONCRETE PEDESTRIAN CURB CURB RAMP GRADE BREAK FACE OF CURB CROSS SLOPE 0.8 CEMENT CONCRETE SIDEWALK N0T1011tiP►[y IN41aa01la 611N TOItii11N CURB RAMP WIDTH 5-0" LANDING TO MATCH 0 TOW 66.40 (TOP OF RETAINING WALL z BOW 65.50 (BOTTOM OF RETAINING WALL W SIDEWALK LETDOWN DETAIL - A 106TH AVE SE SWALE N.T.S -W •- - -.ter._,_ HYDRANT SEE DETAIL-C TREE PROTECTION FENCE PORTION OF THE NORTHWEST 4, SECTION 5, TOWNSHIP 24 NORTH, RANGE 5 EAST. W.M. I ® PROPOSED RETAINING WALL 5� SEE DETAIL -A PROJECT ARBORIST SHALL INSPECT ONSITE TREE PROTECTION AND PROVIDE MEMO OF FINDINGS PRIOR TO COMMENCEMENT U KO 26 0 b drop' p0 6p�1 tk5p tl50 �b0 Ob OF CONSTRUCTION. PROJECT ARBORIST SHALL BE ONSITE TO ' �� b`L Db01 00 pub MONITOR CONSTRUCTION ACTIVITIES THAT MAY RISK INJURY TO �b0 ro �b0 b0•� OFFSITE TREES ALONG NORTHERN BORDER (TYPICAL) 0 �5�6 bpi 0� O p�rop1 D�bO �` b TOW=463.85 198TH ST SE �� b T �b 0 N105� ��° �b Nb0 b� �b0 0� Ix60 BOW=463.40 12" PVC b1 O 0 ro 0 �b2$ O pb� 2 AR �' C OTTO N W DOD - 2 Z p`L b0� p b0 p5 p n0 pub STM MAIN b1b1�pL �? ti b� `L�bti EDAR lo. N b bb CURSESSO /(-4;��t> 4 13 ��° 462.57 �b �`�° M3 b N 4 OTTO CEDARN. 64.37 106TH AVE SE TACTILE WARNING STRIP 462.1 EXISTING DRIVEWAY 64.3 ' ' ' ' 62.20 CROSS SLOPE 2.0% I-o xx S�oAF�'o CROSS SLOPE 1. m I 464.26 srs � � 8 aZ. 19-V U 0i LLJ Q to = cn 5'- ` �1 463.45 .a 10 19 63.40 � o ^0 ��•�� 463.19 ` V . c9 . 0- c9 463.17 PUBLIC ROAD LO TACTILE WARNING STRIP '') �"� ��• 0 p 9 0 TACTILE WARNING STRIP 106TH AVE SE TEMPORARY ASPHALT SIDEWALK LETDOWN TEMPORARY ASPHALT SIDEWALK DETAIL - B LETDOWN DETAIL - C 106TH AVE SE N.T.S N.T.S U NKIN O-) N (470. 0 0� 0 24 CEDAR R TWIN b 2 2L�_"N 3' CINDER BLOCK WALL^0 463.00M D�b�� ° A " DARE pro 3. g Nb 3 ebb AR ti ��° 1 �'I ��°��� pb�' b �48" MAPLE QUA 1�� 0 110 `L �b� NCO �bN �b5 _ 0 1 00.00 1 +5Q.00 2+00.00 2+ 3+00.00 3+50.00 nt, I 4+00.00 4+ .00 I +50.00 6+00.0 r� .00 6+8 .0 �. �b � ebb • 4c- 5+00 _ _ _ ------SD----------463.26-- -63.41 ------ -- - ------------ 464.00 -- -- 64.10-------------------- --- --- 465.24 "p� No �66 -J O� �_� _FT 64.86 63. y .- �, -- SD �,. :'e 1 i� i•' b ;� 46 2 46 5.0 � r� ( 'S',1• _ .12 64 ' 18 b �< 3. � 46 ��;� 44 92 1 7 3. 3. 4. � 63 02 46 46 6 4 3.0 3 4 Sk .4 46 463 '' ro q' ,• ',t i In' •Ni ,I� ,'',-'.:,•s;' �'---- /:,, . •' 463.0 4 <463.99 I tkN $ 4/I + ++++ +++++++• ++++++• ++++++++ + + +'++ 471.10 +63.3 3.43 63.5 64.0 64.2 64.8 465.7 ++63.26./+++++464.4664.1 65.3 W 464. 9 5 Nb� I �� 0 464.76 I / .+: a H 0 18" A Df +«+++F I 00 - - - - - - - - - 467.38M ,+++++ p 0 o 64.76 464.12 464.25 464.42 466.1 43" COTTO o0D '•+•� r �o b 1 +++ 464.76 464.20 464.20 1 464.58 464.45 464.4 464.76 4 .70 465.70 67.70 - - t 5 2 464.58 465.70 +++++++T �1 '11 I OW _465.4 00 ' 'WO FENCE Dc6 %+++++$ �I D OW=465.4 + + + OW=464.1 OW-464.8 b� " R 18" COTTONWO +.++ +J 1I8" COTTONWOOD + ' } EXISTING 24" A D RI-N,++++LOT 1 T 2 LOT 3 LOT 4 LOT 5 L T 6 �i,++++�+++++t� ROCKERY TO 5 �b +BE REMOVED TORM DRAIN Ow 466.20�b512" corroNwooD �+++ RACT (A) ow= .1 ���' rkb b °c6 TRACT B +++++�: - AV AG - ( ) +++ a _ 66.20 � 5 f �� 1 I - I I +1 +;+; OW=466.20 I 6 _ 5 f _ 464.90M 5. + + +++ I Q IA 12" COTTONWO OW=464.2 4 �` $ 1 I �b - 6� +++++++} W �b<k9 �b� 24" COTTO OOD_ 17" CO0 o0D TWIN +++++++$ 1 _ _ +++ I 1 +++++++ PROPOSED UNDERGROUND + +++++ W I �� COMBINED DETENTION WET o61 'N OD 20" c rroNwo + + ^\ 01 Q VAULT WITH MIN. 1'-6" f 466.22 465.80 50 I 'I °� ' '++++ I 46 . 466.20 6.68 Q 466.00 65 465.00 „ TOPSOIL COVER 1 465.45 465.40 24 18" COTTONWOOD 2 CO co 3'- 0 _------- --- LZ ++++++'t �1 o I 465.50 466.22 10" FIR b � �` 2 ' COT NW oo ° + + .t+ �b� 467.70 OW-467.20 b � 465.85 Nb5 465.50 4 .00 1 '6 TTONWOOD ' +++++ + 24 COTTONW00� 8 467.70 OW=465.5 24" ALDER T 1 bb 24" COTT N, +;+++++ +I 0 �+++++++ 0 � 'I 65.7 � O 10" FIR 10 FIR b � � _ 'I . I 5 5 r I rob rob' Nbb bb Deb 6b bc� • �ro5 Gj $ +++++, ++ ++ 45_• [x D� fx Deb +++ ++r++ 24 OOD 466.00MRnw=OW=467.80NDL�COTTONW =aF4 (467.0�OMY/�4 64.37M M M 7650M0� �5 1550�/pb�'n WET VAULT CORNERS ALLOWED INSIDE I'rLHIV JI�HLC. I =LV J� 5' SEE SHEET 12 ELEVATIONS:467.7 THE TREE DRIPLINE NO GRADING IN TREE b o I I FOR COMBINED (TYPICAL) PROTECTION AREA. PROTECTION AREA (TYPICAL) ` ' ' ' ' G DETENTION/WET VAULT DETAILS NO GRADING IS PROJECT ARBORIST SHALL REVIEW ANY DEMOLITION OF ALLOWED INSIDE ctNGH PROPOSED RETAINING WALL, � a4 SEE DETAIL-B MAX HEIGHT=3.5' THE TREE EXISTING SIDEWALK AND v WAT REPLACEMENT CONSTRUCTION MAX. OVERALL HEIGHT OF THE FENCE ON TOP OF RETAINING WALL IS 6' TOP RAIL POST TO BE INSTALLED OUTSIDE OF THE DRIP LINE TEMPORARY CHAIN LINK FENCE BOTTOM RAIL D/W CURBCUT TABLE LOT STATION CENTER OF DRIVEWAY DRIVEWAY WIDTH WET VAULT 1 +39.58' 1 6'-0" 1 2+13.41' 1 6'-0" 2 2+49.41' 16'-0" 3 3+61.41' 16'-0" 4 3+97.41' 16'-0" 5 5+09.41' 16'-0" 6 5+45.41' 16'-0" TYPICAL DETAIL OF TREE PROTECTION FENCE IELEVATION INFORMATION ON THE PLAN PROJECT ARBORIST SHALL BE ONSITE TO VERIFY TREE PROTECTION AREA. -a PROTECTION FENCING PLACEMENT AND HEALTH OF 41773 f. PROTECTED TREES PRIOR TO THE COMMENCEMENT OF`�ecss4%,r CONSTRUCTION ACTIVITIES. PROJECT ARBORIST SHALL MONITOR ANY EXCAVATION AND ROOT PRUNNING WITHIN THE DRIPLINE AREAS OF ALL RETAINED TREES, ONSITE R-41 0902 � AND OFFSITE. I THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL IN COMPLIANCE WITH CITY OF RENTON STANDARDS u� EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. AGENCIES INVOLVED SHALL BE NOTIFIED WITHIN A 0 REASONABLE TIME PRIOR TO THE START OF DEVELOPMENT ENGINEERING CONSTRUCTION. CALL 48 HOURS IL z Michael Sinnn 03/30/2023 W BEFORE YOUR DIG CALL 811 Q N.T.S SURVEY BENCHMARK CITY OF RENTON BM 1852, BRASS DISC IN CONIC SI NE 4TH ST AND 148TH AVE SE. PUBLISHED 138.614 METERS NAVD 88 = 454.769 FEET CITY OF RENTON BM 2110 - 1/8" BRASS PIN IN 3" CONIC MON IN CASE AT THE SI OF SE 176TH ST AND 116TH AVE SE PUB ELEV = 448.162 NAVD88 SURVEY CENTREPOINTE CONSULTANTS 14209 29TH ST E #105 SUMNER, WA 98390 PHONE: (253) 987-7859 CONSULTANT MAINLAND ENGINEERING CONSULTANTS CORPORATION UNIT 206 8363 128TH STREET SURREY, B.C. V3W 4G1 TEL: (604) 543 8044 FAX: (604) 543 8104 EMAIL: CIVIL@MAINLANDENG.COM 5. REISSUED FOR REVIEW SGC 2023/03/14 AB SURVEYED: SURVEYED SCALE: AS SHOWN 1988 HORIZONTAL: NAD�9 3/1991 DATUM CITY OF � R E N TO N • Planning/Building/Public Works Dept. MADUENO SHORT PLAT 19805 108TH AVE SE RENTON, WA 98055 GRADING PLAN DATE: 2023/03/14 � U �' 4. REISSUED FOR REVIEW SGC 2022/12/02 AB DESIGNED: EM 3. REISSUED FOR REVIEW MK 2021 /04/14 AB FIELDBGGK 2. REISSUED FOR REVIEW MK 2020/06/19 AB DRAWN: MK ONE INCH O I L DRAWING No: 2 1. ISSUED FOR REVIEW MK 2019/11 /19 AB CHECKED: RM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N0. REVISION BY DATE APPR APPROVED: AB SHEET. 2_OF_42 El- U Q W H H H o� Q W LEGAL DESCRIPTION 0 THE NORTH 2 z ACRES OF THE SOUTH EAST QUARTER OF THE SOUTHEAST QUARTER OF NORTHWEST QUARTER IN SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST 5 EAST, W.M IN KING COUNTY WASHINGTON. O EXCEPT THE EAST 30 FEET FOR ROAD. 71- ALSO EXCEPT THE RIGHT OF WAY FOR 106TH AVENUE SOUTHEAST: 0 AND ALSO EXCEPT THAT PORTION THERE OF CONVEYED TO THE STATE OF WASHINGTON FOR STATE ROUTE 515 BY DEED RECORDED UNDER L�J RECORDING NO 8906291184: SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON PROPOSED MILL & OVERLAY PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK r'm�'r,�'+;j's' PROPOSED CONCRETE DRIVEWAY .\Oa�o 462.61 �/� • 462.78 OQ 462.95 00 �h + 463.1 H 463.28 STA. 0+83.00' CURB RETURN #1 N.T.S ROADWAYS NOTES PORTION OF THE NORTHWEST 4, SECTION 5, TOWNSHIP 24 NORTH, RANGE 5 EAST. W.M. 1. CURB AND GUTTER INSTALLATION SHALL CONFORM TO CITY STANDARD DETAIL STD. PLAN - 101. 2. SIDEWALKS AND DRIVEWAYS SHALL BE INSTALLED AS LOTS ARE BUILT ON. SIDEWALKS AND DRIVEWAYS SHALL CONFORM TO CITY STANDARD DETAILS. IF ASPHALT IS DAMAGED DURING REPLACEMENT OF CURB AND GUTTER, THE REPAIR SHALL CONFORM TO CITY STANDARD DETAIL STD. PLAN - 103. 462.63 STA. 0+83.00' q 3. THE SURROUNDING GROUND (5 FEET BEYOND THE BASE) FOR ALL POWER TRANSFORMERS, TELEPHONE/TV PEDESTALS, AND STREET LIGHT MAIN DISCONNECTS SHALL BE GRADED TO A POSITIVE 2 PERCENT SLOPE FROM TOP OF CURB. 462.67 n r + s- 462.7 tP � S�O,o 462.61 609 CURB RETURN #2 N.T.S S<0 + A F�7 7 oMo Q 462.5 69 n N + 462.51 Q R\ 62.4 S�OpF\ N ----72-aL ��s9 462.41 �0" CURB RETURN #3 N.T.S + i� Q o r cn SLOI Ssg + 469.19 Q 469.41 -0 S`Ope�S, 5 09 469.63 69.85 R, 12',0» CURB RETURN #4 N.T.S _ NO PARKING AT EAST & NO PARKING AT EAST PROPOSED CONCRETE WEST SIGN BOARD & WEST SIGN BOARD DRIVEWAY LETDOWN AS PER CITY #19655 W ;,oa ,� I AS PER R8-3 AS PER R8-3 OF RENTON STANDARD 104.3 0522059112 Cnk�03 °#3 SEE DETAIL NO SHEET 7 A FULLY AUTOMATIC OPENING Lu to o Nb a: 461 °99 NO OUTLET SIGN � � � �J'', REFER TO SHEET #2 FOR W i I ova ROAD SIGN BOARDTEMPORARY ASPHALT % ka �; I ka1 y f, k�° 6SIDEWALK ? 185 00 0 LETDOWN DETAIL NO PARKING AT EAST LdCO w SIGN BOARD 0 Ci O N 0 a_ r i O ro L iAS PER R8-3 a_ a_ 0 0 a_0 0,019 ka �--QQ° o "a kaO�L a- U) a_ m a_ cn a_ (n (n STATION 0+70.00 IS THE obp ++INTERSECTION k POINT OF '''''''''' o �`y`� o °�°I 5 k �p k6 `'° a �0 Aa M ky06 °�0' O9rO 1"+. a o ka1 9 �� ryPUBLIIC ROAD AND 106TH % "•' h r�r`L, ka ° O%P UN DF UDEDCU'Ht k 1 , ka �° 10a ad k67'0 r,`L ka 462.57AVE '1 vk 'r.ka`L SE R#2 S, �2..'t_A $ I k � ka1 k 462.3 rF'��p9 19661 8500040 ti �y-1 �yh �� 6k1 y�k� ysk �50 0L0 a kkyL9 ka Ab��kysa -- --------- --------�-- --r,='�- - ------- ----- ---I- ----T- -------+--------�- --- 0+83.00 1 A 00.00 CR#3 1 +50.00 2+00.00 2+ 3+50.00 4400.00 4+5 5+00.00 d R#1 F-, �3+0.00 �a3$ , }. '.1 ' C7i !1. • v • 7y',J "t, i ti Y,. 46 L ,'l�`�;I+'„ f;, !,%i •^9��d `.�„a, 1: •"µ'N%ij.,,;,5 <- ;r9„"h in �' '1• ,�,,y..,6';• ':Ctid': ii,+ 4 nY'Y ',54:1$%" i ';t. �n'' . L r 4",,�y�',;:, L - REFER TO SHEET #2 FOR T :�"':w�„ 74.0' SIDEWALK LETDOWN DETAIL """" 7',' 5 ,,.:1 }' 74.0' 4.0 74.0' 74.0' I 16'-0" o 0 2 '-o' o 4<6 TYP 1 "' I 101 a MAINTENANCE � F--- -�-� _ �-�,��-- � � --�- - ----� r- -- 6.3 ACCESS ROAD kl `� � Kati 41'-10" TO R M LOT 1 T 2 LOT 3 1 46° LOT 4 KI i LOT 5 5°0 k RAI N I 465°�° I I I l I Qakk 96s k ka° 5 0" TRACT I 465I500 ao k I 466000 - I I N I I" I 30'-g ROAD WORKS PLAN - 198TH ST SE PLAN SCALE. 1 "=40' W mks°� EMERGENCY GATING SYSTEM k'I • � WITH A CLICK 2 ENTER OPENING DEVICE SHALL BE Q k�o9a INSTALLED PER RENTON k�0ga `n REGIONAL FIRE AUTHORITY 0 STANDARD' SHALL BE INSTALLED AT THIS LOCATION. � O a QLTH � (n k�1 19LTS R#4 oe 11,0E \ 110 74.0' -_� - 4: 1 k 87.4 I� t,3.0' T k N�a5 °�oTREEROAD 0 kaa6TRACT (B) DEDICATION I ta0� �� STATION o o N N (A w Cn Cn rn rn rn + + + + + + + + + + + + + + + + + J OJ O O N U1 O Cn O Cn O Cn O C-I O Cn 00 O (4 O J J O O O O O O O O O O O 0 0 000 00 0 0 0 0 0 0 0 0 o 0 O O O C,y W O O O O O O O O m O O O ROAD WORKS PROFILE -198TH ST SE SCALE. 1 "=4'V, 1 "=40'H 0 20' 40' ROAD SIGNAGE TABLE N0. ROAD SIGN NAME QUANTITY 1. NO PARKING SIGN R8-3 (ARROW BOTH DIRECTION) 2 1.1. NO PARKING SIGN R8-3 (ARROW TO LEFT) 2 1.2. NO PARKING SIGN R8-3 (ARROW TO RIGHT) 1 2. NO OUTLET SIGN 1 N NO PARKING AT 0° k EAST SIGN BOARD AS PER R8-3 EXISITNG BLOC WALL TO BE REMOVED NO PARKING AT WEST SIGN BOARD U AS PER R8-3 F ROAD SECTIONS FOR 198TH ST SE sY I ARE IN SHEET # 5 i I EXISTING CURB & GUTTER . AND SIDEWALK TO BE REMOVED REPLACE WITH DRIVEWAY AS PER CITY OF W KENT'S STANDARD - 6-46 a ROADWORKS ALONG KENT STREET D� wm TO BE APPROVED BY CITY OF KENT 0 KIN EXISTING SANITARY EASEMENT 480.00 478.00 476.00 474.00 • 472.00 470.00 468.00 466.00 464.00 462.00 SIDEWALK LETDOWN DETAIL 108TH AVE INFORMATION SHOWN ON THIS DRAWING REGARDING EXISTING UTILITIES IS COMPILED FROM TOPOGRAPHY SURVEY BY CENTREPOINTE CONSULTANTS. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE AND CONFIRM THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, AND ADVISE THE ENGINEER OF ANY POTENTIAL CONFLICTS. N.T.S m 0: ra, Cox i 19 OU ONO 41773 f,C,,,� 0.<` pfCiS1ER�O ry`''�' 2023-03-15 n LL R-410904 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS u� DEVELOPMENT ENGINEERING O CALL 48 HOURS Michael Sippo 03/30/2023 LLJ BEFORE YOUR DIG CALL 811 Q SURVEY BENCHMARK CITY OF RENTON BM 1852, BRASS DISC IN CONIC SI NE 4TH ST AND 148TH AVE SE. PUBLISHED 138.614 METERS NAVD 88 = 454.769 FEET CITY OF RENTON BM 2110 - 1/8" BRASS PIN IN 3" CONIC MON IN CASE AT THE SI OF SE 176TH ST AND 116TH AVE SE PUB ELEV = 448.162 NAVD88 SURVEY CENTREPOINTE CONSULTANTS 14209 29TH ST E #105 SUMNER, WA 98390 PHONE: (253) 987-7859 CONSULTANT MAINLAND ENGINEERING CONSULTANTS CORPORATION UNIT 206 8363 128TH STREET SURREY, B.C. V3W 4G1 TEL: (604) 543 8044 FAX: (604) 543 8104 EMAIL: CIVIL@MAINLANDENG.COM 5. REISSUED FOR REVIEW SGCj 2023/03/14 AB I SURVEYED: SURVEYED SCALE: AS SHOWN VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM • C TY OF 1;R RENTON • Planning/Building/Public Works Dept 4. REISSUED FOR REVIEW SGCJ 2022/12/02 AB DESIGNED: EM 3. REISSUED FOR REVIEW SGC 2021 /04/14 AB 2. REISSUED FOR REVIEW MK 2020/06/19 AB DRAWN: MK ONE INCH 1. ISSUED FOR REVIEW MK 2019/11 /19 AB CHECKED: RM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N 0. REVISION B Y DATE A P P R APPROVED: AB MADUENO SHORT PLAT DATE: 2023/03/14 FIELDE1GG 19805 108TH AVE SE, RENTON, WA 98055 PAGE W DRAWING N0: A O ROAD WORKS (1 98TH ST SE) -T0--*'HORIZONTAL CONTROL PLAN FHEET _OF_42 a - LEGAL DESCRIPTION 0 THE NORTH 2 2 ACRES OF THE SOUTH EAST QUARTER OF THE SOUTHEAST QUARTER OF NORTHWEST QUARTER IN SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST 5 EAST, W.M IN KING COUNTY WASHINGTON. EXCEPT THE EAST 30 FEET FOR ROAD. 0 ALSO EXCEPT THE RIGHT OF WAY FOR 106TH AVENUE SOUTHEAST: AND ALSO EXCEPT THAT PORTION THERE OF CONVEYED TO THE STATE 0 OF WASHINGTON FOR STATE ROUTE 515 BY DEED RECORDED UNDER W RECORDING NO 8906291184: SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON 469.0 43'-0" 469.0 3'-6" 10'-0" 10'-0" 19'-6" 467.0 8'- 6 5'-0" 6'-0" 467.0 J PROPOSED J o GROUND a- z (TYPICAL) ;o 465.0 465.0 63.50 63.0 62.81 62 6 2 0% 1.5% 463.0 3.65% 462.E 1) n% I� - 2•Ui 463.0 IJ U 461.0 m Iv EXISTING 461.0 o GROUND a - la_ (TYPICAL) a CL 459.0 459.0 469.0 467.0 a 465.0 z 63.1 463.0 461.0 459.0 469.0 467.0 J 465.0 z 63.1 N 463.0 461.0 459.0 469.0 467.0 465.0 463.0 461.0 459.0 469.0 467.0 J \ a 465.0 z 63.6N 463.0 461.0 459.0 1 +07.83' HORI: 1 ":8' VER: 1 ":4' 43'-0" 3'-6" 1 10'-0" 10'-0" 6'-0" 13'-6" 8'-6" 5'-0" 4.05,. I 62.4 6-2. RD 62.3 2.0% 63.0 1.5% 2.0% m Iv m o� tD_ o o� ja_ Q 1 +27.83' HORI: 1 ":8' VER: 1 ":4' 43'-0" 3'-6" 1 10'-0" 10'-0" 6'-0" 13'-6" 8'-6" 5'-0" 1 I 62_5 Oq 62.2 462.9 2 0% 62.3 2.0% 1 2.0% m 1 I O 86 O O OIJ O U a_C) 1 +50.00' HORI: 1 ":8' VER: 1 ":4' 2+00.00 HORI: 1 ":8' VER: 1 ":4' 43'-0" 3'-6" 1 10'-0" 10'-0" 6'-0" 13'-6" 8'-6" 5'-0" I 62 8 i 63.0 8. % 62.7 _ 2.0% 463.4 1.5% 2.0% 2.0% I m m 1� D 2+50.00 HORI: 1 ":8' VER: 1 ":4' 469.0 3'-6" 10'-0" 467.0 465.0 z 6 63.11 2•0% 7 63.4 463.0 I\ 461.0 a_ o� D:: -1d 459.0 1 469.0 469.0 467.0 467.0 J \ N 465.0 465.0 63.1 463.0 463.0 461.0 461.0 459.0 459.0 469.0 470.0 467.0 468.0 J \ o_ 465.0 466.0 62.9 463.0 464.0 461.0 462.0 459.0 460.0 469.0 467.0 465.0 463.0 461.0 459.0 469.0 467.0 J \ o_ 465.0 63.4 463.0 461 .0 459.0 SURVEY BENCHMARK CITY OF RENTON BM 1852, BRASS DISC IN CONIC SI NE 4TH ST AND 148TH AVE SE. PUBLISHED 138.614 METERS NAVD 88 = 454.769 FEET CITY OF RENTON BM 2110 - 1/8" BRASS PIN IN 3" CONIC MON IN CASE AT THE SI OF SE 176TH ST AND 116TH AVE SE PUB ELEV = 448.162 NAVD88 SURVEY CENTREPOINTE CONSULTANTS 14209 29TH ST E #105 SUMNER, WA 98390 PHONE: (253) 987-7859 PORTION OF THE NORTHWEST', SECTION 5, TOWNSHIP 24 NORTH, RANGE 5 EAST. W.M. 43'-0" 469.0 467.0 470.0 468.0 \ 10'-0" 6'-0" 13'-6" 8'-6" 5'-0" PROPOSED J GROUND \ (TYPICAL) o_ z N 465.0 466.0 63.6 63.7 2 V/° 1 .5% 2.0% 62.9 463.0 464.0 64.5M m 461.0 462.0 O_ U 0_ u 459.0 460.0 3+00.00 HORI: 1 ":8' VER: 1 ":4' 3+50.00 HORI: 1 ":8' VER: 1 ":4' 469.0 467.0 465.0 463.0 461.0 459.0 470.0 468.0 466.0 464.0 462.0 460.0 472.0 470.0 J D_ z 468.0 66.6 466.0 464.0 462.0 476.0 474.0 472.0 470.0 468.0 466.0 43' -0" 3'-6"1 10'-0" 10'-0" 6'-0" 13'-6" PROPOSED 8'-6" 5'-0" GROUND (TYPICAL) 65.2 64.9 2.0% 2.0% 64.5 2.0% 1.5 % I EXISTING � � GROUND J (TYPICAL) 0-U la 10 0- D_0 5+34.66 HORI: 1 ":8' VER: 1 ":4' 43' -0" 3'-6" 10'-0" 10'-0" 6'-0" 13'-6" 8'-6" 5'-0" I 67.0 I 3�° 66.5 2.0% i 66.7 2 n% 66.3 2.0% 1.57. I IJ m Iv m 0 c� I� � CL.0 Io n_0 6+00.00 HORI: 1 ":8' VER: 1 ":4' 470.0 J 468.0 o_ N 65.3 466.0 464.0 462.0 460.0 472.0 J 470.0 \ 0_ 67.1 468.0 466.0 464.0 462.0 476.0 474.0 472.0 470.0 468.0 466.0 43'-0" 3'-6" 10'-0"1 10'-0" 6'-0" 13'-6" TRAVEL LANE TRAVEL LANE PARKING LANDSCAPING STRIP LANE J 6„ I 6„ 8,-0„ 5,-0„ D_ D_ PROP S/ Z � I U cn IJ PROPOSED -co GROUND (TYPICAL) 00 a 0 a --:2ii_oi :'6T�a41i��u��C_�,�i„y4-a4�2 ��T}�4�A�• 1������'iV: • 198TH ST SE TYPICAL SECTION PUBLIC RESIDENTIAL (1+28.16' TO 6+27.50') 43'-0" 2.0% PROPOSED SIDEWALK AS PER STD PLAN-102 CEMENT CONCRETE CURB & GUTTER PER STD PLAN-101 4" COMPACTED DEPTH CLASS B ASPHALT CONCRETE 2" COMPACTED CRUSHED SURFACING TOP COURSE 6" COMPACTED GRAVEL BASE 3'-6" 10'-0"1 10'-0" 19'-6" TRAVEL LANE TRAVEL LANE I LANDSCAPING STRIP J 6" I 6" 14'-0" 5'-0" D_ I D_ PROP S/ z cn 0 IJ PROPOSED -d GROUND (TYPICAL) PD 0- o o to 0 D Q� o o 10- Of o_ 2.0% 1 .5% 2.0% 2.0% f 7 PROPOSED SIDEWALK AS PER STD PLAN-102 3" COMPACTED DEPTH CRUSHED SURFACING CEMENT CONCRETE CURB & BASE COURSE GUTTER PER STD PLAN-101 198TH ST SE TYPICAL SECTION PUBLIC RESIDENTIAL (1+00.00' TO 1+11.92') 4" COMPACTED DEPTH CLASS B ASPHALT CONCRETE 2" COMPACTED CRUSHED SURFACING TOP COURSE 6" COMPACTED GRAVEL BASE 4+00.00 6+50.00 HORI: 1 ":8' HORI: 1 ":8' VER: 1 ":4' VER: 1 ":4' 43'-0" 470.0 43'-0" 470.0 477.0 43'-0" 477.0 9'-6" 10'-0" 1 10'-0" 13'-6" 3'-6" 1 10'-0" 10'-0" 6'-0" 13'-6" 9'-6" 10'-0" 1 10'-0" 13'-6" TRAVEL LANE TRAVEL LANE LANDSCAPING STRIP 468.0 J J 468.0 475.0 J J 475.0 \ 8'-6" 5'-0" \ \ 8'-6" 5'-0" \ D_ D_ I PROPOSED z cn z GROUND 6" 6„ 8'-0" 5'-0" (TYPICAL) Cn I PROP S/ 466.0 466.0 473.0 473.0 z 0 ;n 71.7 �i U 64.0 64.4 r 71 1 2.0% 1 .5% 71.8 I J PROPOSED 2.0% i .5r° 470.50 12 L`�° 71.1 2.0% I C. 2.0% m i GROUND 5 63.8 2.0% 2.0% 464.0 64.P - 464.0 471.0 I 471.0 (TYPICAL) 04 � o IJ IJ a 1.5% 469.0 2.0% 2.0% 2.0% 462.0 m y m 462.0 469.0 m I v I EXISTING PROPOSED SIDEWALK o O o o c� Io 00 GROUND AS PER STD PLAN-102 11�460.0 1 d 0 460.0 467.0 D_ 0 j o a (TYPICAL) 467.0 °^°3" COMPACTED DEPTH 4+50.00 6+80.00 CRUSHED SURFACING CEMENT CONCRETE CURB & HORI: 1 ":8' HORI: 1 ":8' BASE COURSE GUTTER PER STD PLAN-101 VER: 1 ":4' VER: 1 ":4' 4" COMPACTED DEPTH CLASS B ASPHALT CONCRETE 2" COMPACTED CRUSHED 470.0 470 0 SURFACING TOP COURSE 468.0 J z 466.0 464.0 64.2 462.0 43'-0" 3'-6" 1 10'-0" 10'-0" 6'-0" 13'-6" PROPOSED 8'-6" 5'-0" GROUND (TYPICAL) 3j 64.3 64.11 2.0% 2.0% 63.99 64.6 2.0% 1.5% I EXISTINIG GROUND (TYPICAL) m CD o O 48 a-u � am 198TH ST SE TYPICAL SECTION 6" COMPACTED GRAVEL BASE N 00 N Ln 0 0 U) FOR FOR 'lox 411 u� u- �x ON WAyam PUBLIC RESIDENTIAL \ 468.0 a o, (6+58.00' TO 6+80.00') 41773 t,it"� LJ- 466.0 F�SipNA1.E� 64.7 R-4�0905 202M3-15 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 464.0 462.0 FDEVELOPMENT ENGINEERING 0 CALL 48 HOURS z Sippo 03/30/2023 W 460.0 �rov.3 HORI: 0.00.8 DIG CALL 811 Q VER: 1 ":4' CONSULTANT 5. REISSUED FOR REVIEW SGC 2023/03/14 AB SURVEYED: SCALE: DATE: SURVEYED VERTICAL: NAVD 1988 4. REISSUED FOR REVIEW SGC 2022 12 02 AS SHOWN HORIZONTAL: NAD 1983/1991 2023/03/14 MAINLAND ENGINEERING CONSULTANTS CORPORATION / / AB DESIGNED: �l CITY OF MADUENO SHORT PLAT FIELDBooK UNIT 206 8363 128TH STREET 3. REISSUED FOR REVIEW SGC 2021 /04/14 AB EM RENTON PAGE LLl DRAWN: 2. REISSUED FOR REVIEW MK 2020/06/19 AB MK ONE INCH 19805 108TH AVE SE, RENTON, WA 98055 DRAWING NO: 5 O SURREY, B.C. V3W 4G1 1. ISSUED FOR REVIEW MK 2019/11 /19 AB CHECKED: AT FULL SCALE DATUM TEL: (604) 543 8044 FAX: (604) 543 8104 RM IF NOT ONE INCH Planning/Building/Public Works Dept. ROAD SECTIONS - 198TH ST S E N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET EMAIL: CIVIL@MAINLANDENG.COM AB 5_OF_42 LEGAL DESCRIPTION 0 THE NORTH 2 2 ACRES OF THE SOUTH EAST QUARTER OF THE SOUTHEAST QUARTER OF NORTHWEST QUARTER IN SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST 5 EAST, W.M IN KING COUNTY WASHINGTON. O EXCEPT THE EAST 30 FEET FOR ROAD. ALSO EXCEPT THE RIGHT OF WAY FOR 106TH AVENUE SOUTHEAST: AND ALSO EXCEPT THAT PORTION THERE OF CONVEYED TO THE STATE 0 OF WASHINGTON FOR STATE ROUTE 515 BY DEED RECORDED UNDER W RECORDING NO 8906291184: SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON �ell 469.0 467.0 465.0 463.0 461.0 459.0 469.0 467.0 465.0 463.0 461.0 469.0 467.0 465.0 463.0 461.0 469.0 467.0 465.0 463.0 461.0 469.0 J o_ 467.0 461.0 469.0 467.0 465.0 463.0 461.0 10+94.34 HORI: 1 ":8' VER: 1 ":4' 10+70.00 HORI: 1 ":8' VER: 1 ":4' 10+40.00 HORI: 1 ":8' VER: 1 ":4' 10+ 10.00 HORI: 1 ":8' VER: 1 ":4' 30'-0" \ 13'-25" 2.0% 2.0% 09+80.00 HORI: 1 ":8' VER: 1 ":4' 09+75.58 HORI: 1 ":8' VER: 1 ":4' PROPOSED MILL & OVERLAY PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK PORTION OF THE NORTHWEST 4, SECTION 5, TOWNSHIP 24 NORTH, RANGE 5 EAST. W.M. PROPOSED CONCRETE DRIVEWAY 469.0 -467.0 465.0 463.0 461.0 459.0 469.0 467.0 465.0 463.0 461.0 469.0 467.0 465.0 463.0 461.0 469.0 467.0 465.0 463.0 461.0 469.0 17'-0" w 467.0 5'-0" 3'-6" 1.5% I 64. 465.0 463.0 461.0 469.0 467.0 465.0 463.0 461.0 SURVEY BENCHMARK CITY OF RENTON BM 1852, BRASS DISC IN CONIC SI NE 4TH ST AND 148TH AVE SE. PUBLISHED 138.614 METERS NAVD 88 = 454.769 FEET CITY OF RENTON BM 2110 - 1/8" BRASS PIN IN 3" CONIC MON IN CASE AT THE SI OF SE 176TH ST AND 116TH AVE SE PUB ELEV = 448.162 NAVD88 SURVEY CENTREPOINTE CONSULTANTS 14209 29TH ST E #105 SUMNER, WA 98390 PHONE: (253) 987-7859 I �Snl' I O 6s 0-,9Z o o .� yM7 I � 00 _ Vh ° rn o$� x N I Z~ o s I �. os� s o °o o s �, , 0 Q Q o s s � o so �1P. yO�s� Q p63 N1VM301S41 T 88no 1VOLLH3A 3O 3kn mo-u °yam o <% -_ O - - - ------ 1- M- 00 �� "+ i$ ° �G2 _ 2- `$ --- -- M- - -- - �o 7RAAMP s. s CO ALL THE LOT OWNERS BOULEVARD AREA TO BE STATION 0+70.00 IS 4IRECTION CURB 106TH AVE WHOSE DRIVEWAY IS REINSTATED TO ORIGINAL + THE INTERSECTION + E DETAIL ONi AFFECTED TO BE OR BETTER CONDITION. POINT OF 198TH ST SE o SHEET 2 INFORMED 72HOURS AND 106TH AVE SE BEFORE CONSTRUCTION. d REFER TO SHEET 9 FOR M LIMITS OF ALL SAWCUT m m AND RESTORATION FOR DOWNSTRINSTALLATIEAM OF SYSTEM. ROAD WORKS PLAN -106TH AVE PLAN SCALE. 1 "=40' 476.00 474.00 472.00 470.00 468.00 466.00 464.00 462.00 460.00 458.00 PROPO� REFER TO SHEET #2 FOR RAMP DETAIL TAPER TO MEET +s .y F I d 14 dp L' 94 •£94I �- - - d01m b'£! ;� s ss� o S s s s Z( 8. APER 1OH:1V 476.00 474.00 472.00 470.00 468.00 466.00 464.00 462.00 460.00 458.00 ROADWAYS NOTES 1. MONUMENTS SHALL BE INSTALLED AT ALL STREET INTERSECTIONS, AT ANGLE POINTS, AND POINTS OF CURVATURE IN EACH STREET. ALL BOUNDARY MONUMENTS MUST BE INSTALLED ACCORDING TO THE WASHINGTON STATE SUBDIVISION LAWS. 2. CURB AND GUTTER INSTALLATION SHALL CONFORM TO CITY STANDARD DETAIL STD. PLAN - 101. 3. SIDEWALKS AND DRIVEWAYS SHALL BE INSTALLED AS LOTS ARE BUILT ON. SIDEWALKS AND DRIVEWAYS SHALL CONFORM TO CITY STANDARD DETAIL 6 - 43. IF ASPHALT IS DAMAGED DURING REPLACEMENT OF CURB AND GUTTER, THE REPAIR SHALL CONFORM TO CITY STANDARD DETAIL STD. PLAN - 103. 4. THE SURROUNDING GROUND (5 FEET BEYOND THE BASE) FOR ALL POWER TRANSFORMERS, TELEPHONE/TV PEDESTALS, AND STREET LIGHT MAIN DISCONNECTS SHALL BE GRADED TO A POSITIVE 2 PERCENT SLOPE FROM TOP OF CURB. 5. SIGNAGE AND TRAFFIC CONTROL DEVICES ARE SAFETY ITEMS AND SHALL BE INSTALLED PRIOR TO ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY OR PLAT APPROVAL. HOWEVER, IN LARGER DEVELOPMENTS, EXACT LOCATIONS OF STOP AND YIELD SIGNS MAY NEED TO BE DETERMINED AFTER FULL BUILDOUT WHEN TRAFFIC PATTERNS HAVE BEEN ESTABLISHED. IN THIS CASE, CONTRACTOR SHALL PROVIDE INDICATED "CITY -PLACED" SIGNS, SIGNPOSTS, AND BRACKETS TO THE CITY SIGN SPECIALIST (425) 328-7954 FOR LATER INSTALLATION BY THE CITY. ALL SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 6. PRIOR TO ANY SIGN OR STRIPING INSTALLATION OR REMOVAL THE CONTRACTOR SHALL CONTACT THE CITY SIGN SPECIALIST (425) 328-7954 TO ARRANGE FOR AN ON -SITE MEETING TO DISCUSS PLACEMENT AND UNIFORMITY. 7. NEW OR REVISED STOP SIGNS OR YIELD SIGNS SHALL BE ADVANCE WARNED USING THE PROCEDURE OUTLINED IN THE MUTCD. ADVANCE WARNING SIGNS AND FLAGS SHALL BE MAINTAINED BY INSTALLER FOR 30 DAYS AND THEN REMOVED. 457.0 J 455.0 453.0 451.0 449.0 PROTECTIONATDITCH Ivv 10+40.00 OUTFALLS HORI: 1 ":8' VER: 1 ":4' 106TH AVE SE SECTION (STATION OF PROPOSED ROCK PROTECTION AT OUTFALLS) 30'-0" 13'-25" 13'-0" 17'-0" PROP PVMT LANDSCAPING STRIP 6" 8'-0" 5'-0" 3'-6" PROP S/W CD J J J 0 2' -0" c� n a � MILL & OVERLAY D_ w 2' FOOT BEYOND O FROM C/L o a_ 1.5% 2.0% DITCH PROPOSED SIDEWALK AS PER STD PLAN-102 CEMENT CONCRETE CURB & GUTTER PER STD PLAN-101 4" COMPACTED DEPTH CLASS B ASPHALT CONCRETE 2" COMPACTED CRUSHED SURFACING TOP COURSE 76" COMPACTED GRAVEL BASE 106TH AVE SE TYPICAL SECTION SCALE. 1'=4'V, 1 "=8'H STA. 1 1 +64.58' TO STA. 9+75.58' 13'-25" 13'-0" 17'-0" PROP PVMT LANDSCAPING STRIP 6" 8'-0" 5'-0" 3'-6" PROP S/W CD J J 0 J D- VARIES o in MILL & OVERLAY o w o 1.5% 2.0% 7 PROPOSED SIDEWALK AS PER STD PLAN-102 CEMENT CONCRETE CURB & GUTTER PER STD PLAN-101 4" COMPACTED DEPTH CLASS B 457.0 455.0 453.0 451.0 449.0 u0 ASPHALT CONCRETE PROPOSED CENTER LINE 2" COMPACTED CRUSHED SURFACING TOP COURSE " STATION o 8 8 0 + + + 6" COMPACTED GRAVEL BASE rn w o � o O PP -11 � 000 OD 106TH AVE SE TYPICAL SECTION 45773 lf,�''k N) 0 0 C4 0 0 0 SCALE. 1'=4'V, 1 "=8'H ROAD WORKS PROFILE -106TH AVE STA. 11+64.58' TO STA. 10+81.75' 2023-03-15 � 0 SCALE. 1"=4'V, 1"=40'H R-41 0 0 20' 40' IN COMPLIANCE WITH CITY OF RENTON STANDARDS u� EDEVELOPMENT ENGINEERING O CALL 48 HOURS z Sippo 03/30/2023 LiJ BEFORE YOUR DIG CASE 811 Q CONSULTANT MAINLAND ENGINEERING CONSULTANTS CORPORATION UNIT 206 8363 128TH STREET SURREY, B.C. V3W 4G1 TEL: (604) 543 8044 FAX: (604) 543 8104 EMAIL: CIVIL@MAINLANDENG.COM 5. REISSUED FOR REVIEW SGC 2023/03/14 AB SURVEYED: SURVEYED SCALE: AS SHOWN ONE INCH VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM C C TY 0 _ " RENTON Planning/Building/Public Works Dept. M ADU EN 0 SH ORT PEAT 19805 108TH AVE SE, RENTON, WA 98055 ROAD WORKS - 106 AVE SE DATE 2023/03/14 4. REISSUED FOR REVIEW SGC 2022/12/02 AB DESIGNED: EM 3. REISSUED FOR REVIEW SGC 2021 /04/14 AB FIELDB°CK PAGE: 2. REISSUED FOR REVIEW MK 2020/06/19 AB DRAWN: MK -D DRAWING NG:6 1. ISSUED FOR REVIEW MK 2019/11 /19 AB CHECKED: RM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N0. REVISION BY DATE APPR APPROVED: AB SHEET 6_OF_42 � M 1 VARIES IN M N urm mi 1 1 1 0 7- . FACE CIE CURB 6(FPAFNT rONCRFTE SiDEWALK RAMP a irr VA=UES OR LAND NG -5 71- 1! 7, FROM 1' I'R. 1-24 6" TO 0 SPECIAL NOTE CEMENT CONCRETE It UK jWE NOTE a Met NOTE t 0 TOP OF 1121. It ROADWAY 3/8'PRFJAOLD1ED IN THE F"T TRANSVERSE rATL:"Lb LXIST WIWI'4 THE AFFECTED STREET. THE LENGTH CURB & GUTTER (SEE NOTE 3) 12LIFIDIFIRAVED DnNEwacrlcalJEIED 7t JOINT FILLER Of THE PATCH SMALL BE EXTENDED TO NCI-UDE ANY EXIS-ING PATCH WITHIN 10 1, FEET A- EPPAMON OW c6jL-r (SEE 57D PUN coNcREVE CEMENT CONCRETE Or THE EDGE THETA RE( OF Th �UIRED PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS T FOR THE NEW CROSSING AND ANY SUBSEQVLN- PATCH EDCE WITHIN 10 FEET OF THE EDGE 07 THE SECOND PATCH AND SO ON UP TO A TOTAL OF 330 FEET. FACE OF GUTTER OR FACE CEXIIENT DEPRESSED MOW)LITHIC CONCRETE CURB A, GUTTER SIDEWALK (SEE DETAJIL THIS SHIE." 4 FACE OF ADJACENT CURB EDGE OF PAVEMENT IF IF SEE w3tF 6 CEMENT CONCRETE T 6 lr21 TRAFFIC CURB AND GUTTER SEE DEPRESSED CURB DETAIL THIS SHEET FACE OF ADJACENT CURB TOP OF TRAFFIC FLOW 2" HMA 4 \-CENTER TYPE C25 ISOMETRIC VIF (C4CMME-RCtA;. WITH BUFFER) irr FLUSH WI I H IJU I I EH rz, Ii. ROADWAY LINE OR I AN F LINE ;4 00 PAN AT SIDEWALK I RAMP ENTRANCE 2" TO 8" HMA NOTES -,) FwjF cuRs -SS I W-lien a driverway wdir, ex:eeds 15 fm*, oonstricA a full depth steps ITYP I SEE NOTE 11 1:24 1:12 TOP OF 1121 R. ROADWAY explansl on jai ftt with 3A' jc I nt fliller a," the driveway lane lines FACIECIT am Sff DIEFRMNED D-M DETAIL (see std. plan 102). Construct expansion joints parallel with the aa:j�� centerilne Be required 91 15' maximum spacing when driveway CONrRACTON JONT SurON Nis "-El STD PLANl4U 10" am. PUN 1131 PLAN Ln 0 111 - 61 widths exceed 30'. Sur. V,., IffR lvvuF $-I LIX-1- vArm 1 DEPRESSED CURB SECTION 15.5' MIN. 2* DEPTH OF I ROADMY 2. See old. plan 1 C2 ror s'di details. wt a 1% L%A SEE Noll I 4TYPI AT RESIDENTIA- DRIVEWAYS ONLY. I FOR COMMERCIAL UNIVEWAYS Sl=]= S I D PLAN 104.2 PLANING OR SA.WCUT AND REMOVE 3. Curb ane gumer shown, other curb designs my be spedled. Soo artd. plan 101 16r curb detail g 0 • D" ns.ko c� a G.Tna 4 Not U39d. CkPAENI CO"ClIkETE W EXPAkS" MOT (TYP Isee w)TT 51 U DEPRESSED CURB SEC I ION FACE OF CURB AT S'DEvVALK RAMPS 6 M21 VARIES: 6.5'MIN. 1 7-: VARIES OEPT4 OF EXISTING PAV-MEN- V-r I,-Ir 5, The engineer will JesIgn all driveways to Include, elevations al all NM Orf4myLctimNL=VLVWA49*N points marked with symbol *X. All eleva*jorm ere at the back or DEPREW E�D)VCNOLIIIM CUM It GUTTER DETAIL alDEsrKlc SECTION w# %ra PLAN lial, mr- , .-Ii O;FF ERENCE IN SLOPE MAX t aft qHcVffi EXAO%FLATEDI 4 2- MIN MI MIN IN E cUrb,,op an Uphill side. 3?8" FACE OF ADJACENT CURB TO OF -0 GUTTER SURFACE I ROADWAY 7►7 J 2" 6 No' used 7 For Driveway WidJ% see DRIVEWAY STANDARDS (Zee NOTE 10), The expansion joints (sea Std. plan 102) shall be DW�.A- HEIAWE Tam swom Tzom ii is , SAWCU- AND REMOVE E MO spaced as shown In the correspondirg Isomelit view. C) C, OR PLANE. SEAL WITH WI TH 6' MIN, -111A (SFF NOTE 2) AR-4CCOW (EACH SIDE) 8. Slopes shall comply wIlh sections Ii or R3W.2.2 or FACE OF ADJArrN`T CURB CRUSHED SURFACING 70P W..IJRIW (CSTC) R3D31.3 of the Rr,,;Nd Draft Guidelines for Acmuibleftblic PREMULDED 2" HMA - 03.9(3)) FIER WSDOT STANDARD �WIFICATION% Rights -of -Way of Novembat 23,2005 (PROWA3). JOINT FILLER COMPACTED TO 95% MODIFIED E FULL -DEPTH 8 114, PROCTOR. SAWCUT AFTER BACKFILL 9. Curb returns for any Type C-MAX Driveway rnay be approved an I It SURFACE - TE CUM A GUIIER ISCI WIE 3) EXPANSION JOINT 1" R. CLACH SIDE) �-CqTC. BANK RUN GRAVEL FOR TRENCH BACKFILL a case -by -case basis. 0 CEMENT CONCRETE (9-03.19). GRAVEL BORROW (9-03.14(1)) PER 10. STREET STANDARDS = Renton M;jnicfpal Code (RMCI v TRAFFIC CURB IVSDOT STANDARD SPECIFCAT10NS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH i C'.OMPACTED TO 952 Title IV Development RaillLdations c CEMENT 0"cAll!"ll c soefikx 0 0 MODIFIED PROCTOR. CHAPTER 6 STRIFF!"AND U71LTTV STANDARDS 0 DEPRESSED CURB DETAIL Section 4-"6C SIREET STANDARDS DEPRESSED CURB DETAIL 77 AT RESIDENTIAL OR COMII.Ei DRIVEWAYS. ANDALLEYE WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED IMPROVEMENT (SEE WSOOT STANDARD SPECIFICAT.ON 2-09.�) PLUS AN A-LOWANCL FOR AT RESIDENTIAL OR CaAWOn W"AYS, AND ALLEYS DRIVEWAI STANDARDS = Renton Municipal Code (1 0 0 ANY SHORING. SHCRiNG, IF PIPC ZONE BEDDING. MATERIAL SEE S-ANDAi NEEDED, SHAI 1 MEE I I H�- REQUIREMENTS OF WSCOT Title! IV Development Aegulartlans Driveway Exampb: TYPE CIS I GENERAL NOTES: PLAN 110.1. STANDARD SP--CiFiCATION 7-08.3(i)B 1 � I CHAPTER 4 R-Resldentlal. C-Convn=* TYPE I -ISOMETRIC VIEW 1. See slandard plans 102 and 101.1 for curb, expansion and contraction joirt sparing. TRENCH WIDTH UrY-VA DE PROPERTY DEVELOPMENT STANDARDS N,.Tiw at LanfiIIII. (MAx-A LAne Ourawdal (RESIDENTIAL WITH BUFFER) For NOTES STD. PLAN 104.2 0-) < Z. Expansim joint shall be full depth, 3/8"(in.) PrernoldedjeIntliller. FOR NOTES.. SEE STANUAIRL) PLAN 110.1 Section 4-A4DOO PARKING, LOADING AND DRFVtWAv REGULATION5 7- 3. For Depressed Morolitlic Driveway Curb Cutter Section, sec Standard Plan'CA.2 7; 1 STD. PLAN 110 • PUBLIC WORKS TYPICAL TRANSVERSE PATCH FOR 'T FLEXIBLE PAVEMENT OR RIGID ti'pf>��l L'�,s DEPARTMENT A e) < :D PUBLJC WORKS DFPARTMENT CEMENT CONCRETE DRIVEWAY ENTRANCES - NOTES AND DETAILS MM. PLAN 1042 PUBLIC WORKS DEPARTMENT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE RIB M. PUN - 104.3 PUBLIC WORKS CEMENT CONCRETE CURBS STD. PLAN 101 gpp, PPIRWED 4 ly DEPARINENT PAVIEMrzNT WITH OVERLAY 1W 7// WEINCITE2 /a-R X S/IrD DUtAMY JOIN7 BEE KO es ir RAISED EDGE DETAIL 51DEWALK LEVEL EXTEND SIDLWA"TRANSVEASE .a, 1*-o* V5-(M PFM?j0LDFDj0iNTFLuUeFt D731 S TO 1?-(IN)R .0NTS TO INCILLIDERkSED EDGE I TrPICAl WIIZRE APPLJCAFA-r --D 0 ;IOU DING 24% t I/rjINj It ffI`Pt REI DE-TkLS SEE STD PLAN 101 n r XSTINGROADWAY /E . . . . . . . CRUSHEO ROCK EAS1 . SEE RAISED EDGE ------ TYPICALLUNDER E1'1;1'�1,nr-,.rsr,-" DET&IL-TI-1554 CRUSHED SURFACING TOP COURSE (CSrC) ALL C SIDEWALK SIDEWALY -OUPAcr T,1 15% UrO,-IC'L) PROCTOR CUT mIN Ln __!RrMPIIIIjNCLXE5 SxXe�A 2.D' MIN. EXISTING ASPHALT NEW CURB PPkMENT & GUTTER (SEE NOTE 2) (UNLM REQUIREMENT INAMET) BY 51.0-Es WITH RAISED EDGE ENGINEER) TYPICAL UNDER ALL CURE. 1tr(IN)FL[rYP.) GUTTER & SIDEWALK CSTC UNDER CURB & GUTTER TO BE I5'THKXNES30R FOR CURB DEY^LS MATCH EXISTING ROADWAYCRUSHED ROCK A SEE STD PLAN 10i EASE. W141CHUNriA IS GAFATER VW. FOR ANk ALL CURB 9 GUTTER), T V A Ffj 11KE NOTE 7) t _ 0 3/8- PRENIOLDED JOINT FILLER (TYP) C"ENYCONCRA-TE L FINISHED GRADE I 'IIN)BELOVI 7 D* SIDEWALK TOP OF CONCRETE SURFACE 0 LF OF PAVED DRr`E'1'i'AVRE0LrIW 16'EKPA.NSION jo"T IMP -A%NCUT GVRS AND GUTTER ADJACENT TO CURB MIN ROU DING Irr (IN) R In?.) 0 ',SEE SM PLAII IM! rel! STD PLAN IM COWPETE SEDEAA.I.X NOTE 2) (SEE N FORCLIRISIDETALS -2 7% Err ETD LAN 101 P A PLAN MEW DFUDGE DR PEDC0 RA ING MIR "a 11110TE 6 FA" Or cm MEGF ff M CURII DETAILS ADJACENTTOCURB FOR ISTEEP FILL SLOPES) 81.0EWAUK BARMER-SEE SIDEWALK SCESTI)PLAN 101 CONTRACT PLANS L OR FIA"IER ",--mAl (YYF) FLU3H 4IDLWALK MATCH nWMAND GRATE - Wr'11,111100• 112- M R tl i' R. cN0URaAND0IJrMRW0ffEM 1/26 R. - ROADMAY SLOPE YERTICA-WALI.- SEE DETAIL I R RI.Ell Mr ON) PREMOM I NrF FP-" ADJACENT TO CURD AND RAILING OR WALL (1N)l LDED aaNOTc 1 cE+tEr(r tsrooa TE a• iv r - " 'I JOINT FlItER FORSDE RAMP wpm 12" IV sum ) YY ARTERIAL STREET MINIMIJY BLIFFERSTRIP TREATMENT SIDEWALK ADJACENT TO WALL DETAIL hhh I SIDEWAIX I ISM arg% AN PLAN VIEW (TYPE C3 SI-IMM, C1 A Q S, C-MAX SIMILAR) (SEE NOT; 0) 7" HMA (or ACP Class E) (SEE NOTE 1). OVER V CRUSHED ROCK ••SIDEWALK P.*. * I ADJUSTNMNTMCrKM-POrECLWOM (SEE NOTE 10) SEC IONS td2-jIh4FL FOR CLIREIDETAILS LS'-MIN._ SEE STD PLAN 101 v�s e�� 11111CURBAND 11111.171IR MDffM DROOMEO FINISH ORMATCH EXISTING 11% wAPL ME "DIE a IMP. '01 4'YAW- SMOOTH TROWELED PERIMETER RESIDEN71AL STR�ET MIN11,40M P." IN CM AND 91,117TER BID IM CF FINISHED GRADE 11- (IN) BELOW TOP 01 CONCRETE SURFACE FOR PLANTING -FLUSH IF PAVED CEMENT CONCRETE CURB ICURB AND GUTTER SHOWN) ADJACENT TO BUFFER STRIP FORCURB OVALS DEPF911MOCURB LOWIER camw cdIcW11 I(. un (11" NOTE M coallwA 11rFJ[PAWO"JCW 4" 1 (or ACP Clus5 B) (SEE NOTE 1). OVER BEE STD PLAN 101 IjVp I T 6- CRUSHED ROCK,, SECTION (D lV, .,. , ,f� VrTO114 IT- I ♦-Nf GENERAL NOTES: 1. nwintwtof Ufa design IstafadIft0a the remoal NOTES �j 1. Four feet of the sidewalk width shall CONTRACTION nW bet e minimum pladerstan INSIDEWAIX0 NOTES: Of a catchbaWn with mirfimal disUrbanm eocessiblo route cpAm free of vertu and hortzontal obstructIcrs. Gratings, X I MUST MATCH EXISTING THICKNESS IF GREATER. of 010 Cub. Access Covers, Junction Boxes, FULL -DEPTH MANSION JOINT IN BOTH Cable Vaults, Pull Boxes and other CURB AND SIDEVALH(StESMPLA14103.11 of iY For NOTES gee STD PLAN IG4.2 2. SAWCUT SHALL BE POSITIONED 1' 0" BEYOND EDGE OF DAMAGED PAVEMENT, 2. The expenalonjoIntsof the• adjacent s1dWMkGhW1 be -adjusted to be Iln appurtenances whIrIndie sidewalk C CONTRACTION JOINT Trust ba flush with surlac*. and match J01NTAN❑ grade of the sidewalk. 0 FINISH DET AlL 2. Monolithic Cement Concrete Curband ob Brie-villffi; thesis, Curb Sl*walk s not permitted in new For other referenceo NOTESqee 3, THE INTENT GF THIS DESIGN IS Tn DESCRAF PAVFMFIqT expansion joln1% construct:on. Whem repIxenwnt -k STD PLAN 104-2. necessitates a M-Ii-hic Cement PLACEMENT AT THE CUTTER FACE. SEE STANDARD PLAN Concrete Curb build per WSDOT PRWOLD FOR CEMENT CONCRETE CURBS. Standard Plan F-Al 0-03, Pavedsurraces must conply with JOINT FLLER 5 FULL < ISO�E41C VIEW 3 canuete to STD PLAN 1021 as applicable. -DEPTH be 4,ODO N1- EXPANSION JOINT PUBLIC WORKS DEPAPTMENT CEMENT CONCRETE SIDEWALK Sm. PLAN 102 )�iemu�20' I PUBLIC WORKS DEPARTMENT GIRMSWIr CONCRETE CURB INSTALLATION AT SM. PLAN 101.1 PROYED: cY STD. PLAN 104.4 PUBLIC WORKS CEMENT CONCRETE DRIVF-WAY P P R Qjj D SM. PLAN 11133 PUBLIC WORKS CURB AND GUTTEM PPROM: DEPARTMENT REPLACEMENT DETAIL 1 C�,�7 MMZ22S , 0 DEPARTMENT ENTRANCE -TYPES GIB, C26 1 1 A" C3B, C-MAXIB BUFFER) 5AN I CATCH BASINS R-410 907 and (WITH IN COMPLIANCE WITH CITY OF RENTON STANDARDS U� 0 S\IIAG H DEVELOPMENT ENGINEERING AO=%k WA THE QUALITY OF STD -PLAN 104.3 AND 104.4 IS NOT GOOD IN THE ORIGINAL PDF FILE CALL 48 HOURS ti, R1 I W MiChael Sippo 03/30/2023 D BEFORE YOUR < DIG CALL 811 2023-03-15 SURVEYBENCHMARK CONSULTANT 5. REISSUED FOR REVIEW SGC 2023/03/14 AB SURVEYED: SURVEYED SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATE: 2023/03/14 4. REISSUED FOR REVIEW SGC 2022/12/02 AB CITY OF RENTON BM 1852, BRASS DISC IN CONC S1 NE 4TH ST AND 148TH AVE SE. PUBLISHED 138.614 METERS AS SHOWN DTY OF %R] MADUENO SHORT PLAT - C-) DESIGNED: 3. REISSUED FOR REVIEW SGC 2021/04/14 AB- FIELCBOOK: NAVD 88 454.769 FEET MAINLAND ENGINEERING CONSULTANTS CORPORATION EM 1; CITY OF RENTON BM 2110 - 1/8" BRASS PIN IN 3" CONC MON IN CASE AT THE S1 OF SE 176TH ST AND 116TH UNIT 206 8363 128TH STREET RENTON PAGE� LLJ 2. REISSUED FOR REVIEW MK 2020/06/19 AB DRAWN: IVIK -D 1%00F DRAWING NO: AVE SE PUB ELEV = 448.162 NAVD88 1 ONE INCH 19805 108TH AVE SE, RENTON, WA 98055 SURREY, B.C. V3W 4131 DATUM Planning/Budding/Pi Works Dept. 7-o,, 0 1. ISSUED FOR REVIEW MK 2019/11/19 AB CHECKED: AT FULL SCALE -� SURVEY TEL: (604) 543 8044 FAX: (604) 543 8104 RM IF NOT ONE INCH SCALE ACCORDINGLY ROAD WORKS DETA ILS APPROVED: AB T SHEET 7-OF-42 CENTREPOINTE CONSULTANTS 14209 29TH ST E #105 SUMNER, WA 98390 PHONE: (253) 987-7859 EMAIL: CIVIL@MAINLANDENG.COM N 0. REVISION BY DATE APPR m �X: ING W M INVERT=457.6 7- XING SAN INVERT=453.92 0 IPROPOSED SAN MH#1409-1 71- I I o � II 6 II CO C LU 462. _ II to CV !�461.98W_ Doh 6 , X' ING SAN INVERT=454.79 X' ING STM INVERT=452.20 0 472.00 z W 470.00 Q U 468.00 W D 0 n n 466.00 00 464.00 W W �I l/ 1 462.00 460.00 458.00 456.00 454.00 452.00 450.00 X'ING W/M INVERT=458.35 X'ING STM INVERT=456.34 20'-PROPOSED 8" PVC MIN. @2.0% (TYPICAL) w PORTION OF THE NORTHWEST 4, SECTION 5, TOWNSHIP 24 NORTH, RANGE 5 EAST. W.M. X' ING SAN INVERT=454.85 X' ING STM INVERT=456.14 JX'ING SAN INVERT=455.73 X'ING STM INVERT=457.27 PROPOSED 8" PVC SAN PROPOSED 8" D.I WATER MAIN IPROPOSED SAN MH#1409-2 X' ING W/M INVERT=460.73 X' ING STTM INVERT=459.02 24'-PROPOSED 8" PVC 24'-PROPOSED 8" PVC 20 -PROPOSED 8 PVC MIN. 92.0% 3#4A MIN. @2.0% (PRIVATE) MIN. @2.0% (PRIVATE) B 2A X ING SAN INVERT=456.35 X' ING STM INVERT=458.82 MIA �6 NOLij CD CB 2 w "�� W -- --- -� �------------e-�f•X - - ---- - --- -- - - � PVC �•��. �'''� ��� a: 74.0' 1 1 1 1 1 74.0' 1 74.0 50' STM 6"0 PVC @1.0% 31 ' STM 6"0 PVC @ 1 .0% PROPOSED STM MH 26'-PROPOSED 12" INV:459.37 S INV:459. PVC @1.0% INV:459.32 W INV:459.2 E I NV:459.22 W I NV:459 PROPOSED 6" STORM PVC S INV:459.27 CB 3A X'ING SAN INVERT=457.( CONNECTION @1.0% TYPICAL X'ING STM INVERT=458.� ONSITE STORM PLAN -198TH ST SE X'ING SAN INVERT=456.49 PLAN SCALE. 1 "=20' X'ING STM INVERT=457.97 PROPOSED C13#3A (TYPE-1) I.E. 12" PVC E=452.10 I.E. 12" PVC N=452.00 DETENTION VAULT, SEE SHEET 12 FOR DETAILS L------------ J ONSITE STORM PROFILE -198TH ST SE SCALE. 1 "=2'V, 1 "=20'H z 74.0' o 79' STM 6"0 PVC @1.0% o D6--- - --- z - wQ LL- o w LLJ CD ui inM� o- CDCDB 2B wC 1*XING SAN INVERT=456.61 W INV:459.4 Cn 1, Q�X,ING STM INVERT=458.07 E INV:459.48 S INV:459.53 X'ING SAN INVERT=457.76 rXING SAN INVERT=458.32 X'ING STM INVERT=459.27 'ING STM INVERT=460.07 oononoun nO.UOA /T mu i\ 2azs-as-15 SURVEY BENCHMARK CITY OF RENTON BM 1852, BRASS DISC IN CONIC SI SI NE 4TH ST AND 148TH AVE SE. PUBLISHED 138.614 METERS NAVD 88 = 454.769 FEET CITY OF RENTON BM 2110 - 1/8" BRASS PIN IN 3" CONIC MON IN CASE AT THE SI OF SE 176TH ST AND 116TH AVE SE PUB ELEV = 448.162 NAVD88 SURVEY CENTREPOINTE CONSULTANTS 14209 29TH ST E #105 SUMNER, WA 98390 PHONE: (253) 987-7859 CONSULTANT ENGINEERING CONSULTANTS CORPORATION UNIT 206 8363 128TH STREET SURREY, B.C. V3W 4G1 TEL: (604) 543 8044 FAX: (604) 543 8104 EMAIL: CIVIL©MAINLANDENG.COM 5. REISSUED FOR REVIEW SGC 2023/03/14 AB SURVEYED: SURVEYED SCALE: AS SHOWN VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 4. REISSUED FOR REVIEW SGC 2022/12/02 AB DESIGNED: EM 3. REISSUED FOR REVIEW SGC 2021 /04/14 AB 2. REISSUED FOR REVIEW MK 2020/06/19 AB DRAWN: MK I ONE INCH 1. ISSUED FOR REVIEW MK 2019/11 /19 AB CHECKED: RIM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N0. REVISION BY DATE APPR APPROVED: AB 472.00 470.00 468.00 466.00 464.00 462.00 460.00 LEGAL DESCRIPTION THE NORTH 2 1 ACRES OF THE SOUTH EAST QUARTER OF THE SOUTHEAST QUARTER OF NORTHWEST QUARTER IN SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST 5 EAST, W.M IN KING COUNTY WASHINGTON. EXCEPT THE EAST 30 FEET FOR ROAD. ALSO EXCEPT THE RIGHT OF WAY FOR 106TH AVENUE SOUTHEAST: AND ALSO EXCEPT THAT PORTION THERE OF CONVEYED TO THE STATE OF WASHINGTON FOR STATE ROUTE 515 BY DEED RECORDED UNDER RECORDING NO 8906291184: SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON N 00 ^ IN L J 0 0 GENERAL NOTES: 1. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED ( PUBLIC AND PRIVATE) SANITARY SEWER AND STORM DRAIN MAIN LINES SHALL BE INSPECTED BY MEANS OF REMOTE CCTV. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY OF RENTON INSPECTOR ASSIGNED TO THE PROJECT PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS, AND/ OR PAVEMENT. 2. THE CONTRACTOR SHALL PERFORM ALL CCTV INSPECTIONS IN ACCORDANCE WITH THE NATIONAL ASSOCIATION OF SEWER SERVICE COMPANIES ( NASSCO) PIPELINE ASSESSMENT CERTIFICATION PROGRAM ( PACP). 3. ALL CCTV OPERATORS SHALL HAVE CURRENT NASSCO PACP CERTIFICATION. 4. CCTV INSPECTIONS SHALL BE RECORDED IN A GRANITENET COMPATIBLE FORMAT DATABASE USING THE LATEST SOFTWARE VERSION AND SUBMITTED WITH ELECTRONIC LINKS BETWEEN THE DATA AND THE VIDEO ON AN EXTERNAL HDD, DVD, OR FLASH DRIVE. 5. ALL CCTV INSPECTION REPORTS SHALL BE WITHIN +/- TWO ( 2) FEET OF THE C MEASURED LINEAR FOOTAGE BETWEEN MANHOLES ALONG THE EXISTING PIPELINE C CENTERLINE FROM THE START OF PIPE TO END OF PIPE. C 6. ALL OWNER AND PACP REQUIRED HEADER INFORMATION MUST BE FULLY AND C ACCURATELY ENTERED ON ALL CCTV REPORTS. WORK NOT FOLLOWING THESE SPECIFICATIONS WILL BE REJECTED AND THE CONTRACTOR SHALL BE REQUIRED TO RE -CCTV THE WORK. 7. THE DOCUMENTATION OF THE WORK SHALL CONSIST OF PACP CCTV REPORTS, PACP DATABASE, LOGS, ELECTRONIC REPORTS, ETC. NOTING IMPORTANT FEATURES ENCOUNTERED DURING THE INSPECTION. THE SPEED OF TRAVEL SHALL BE SLOW Q ENOUGH TO INSPECT EACH PIPE JOINT, TEE CONNECTION, STRUCTURAL DETERIORATION, INFILTRATION AND INFLOW SOURCES, AND DEPOSITS, BUT SHOULD NOT, AT ANY TIME, BE FASTER THAN 30 FEET PER MINUTE, EXCEPT AS NOTED OTHERWISE IN THIS DOCUMENT. - 8. THE CAMERA MUST BE CENTERED IN THE PIPE TO PROVIDE ACCURATE DISTANCE MEASUREMENTS TO PROVIDE LOCATIONS OF FEATURES IN THE SEWER AND THESE FOOTAGE MEASUREMENTS SHALL BE DISPLAYED AND DOCUMENTED ON THE VIDEO. ALL PACP OBSERVATIONS SHALL BE IDENTIFIED BY AUDIO AND ON A PACP LOG. ALL VIDEO MUST BE CONTINUOUSLY METERED FROM MANHOLE TO MANHOLE. ALL VIDEO RECORDING SHALL BE CONTINUOUS FROM STRUCTURE TO STRUCTURE WITH NO " PAUSING" OF THE VIDEO RECORDING DURING EACH PIPELINE INSPECTION. THE PIPE SHALL BE CLEANED PRIOR TO THE CCTV INSPECTION TO ENSURE ALL DEFECTS, FEATURE, AND OBSERVATIONS LrI ARE SEEN AND LOGGED. F__ 9. JUST PRIOR TO BEGINNING THE CCTV INSPECTION, WHILE THE CCTV CAMERA IS IN PLACE C AND RECORDING, WATER ( CONTAINING DYE) SHALL BE INTRODUCED INTO THE UPSTREAM C MANHOLE OF EACH PIPE SEGMENT UNTIL IT IS OBSERVED AND RECORDED FLOWING PAST C THE CAMERA' S FIELD OF VISION IN ITS ENTIRETY. C 10. THE CCTV CAMERA SHALL HAVE A WATER- LEVEL MEASURING DEVICE ( BALL, CYLINDER, ETC.) ATTACHED THAT HAS 1 /4" MARKINGS TO SHOW THE DEPTH OF WATER IN THE PIPE DURING THE CCTV INSPECTION. Q� 11. ALL MANHOLES SHALL BE CHANNELED AND COATED PRIOR TO CCTV INSPECTION. 12. PER CITY OF RENTON SPECIFICATION 7- 08. 3(2)B, SEWER AND STORM DRAIN . PIPELINE SHALL HAVE NO MORE THAN 1 /2" OF PONDING TO BE CONSIDERED ACCEPTABLE. n DRAINAGE NOTES: 1. CATCH BASIN & MANHOLE STATIONS AND OFFSETS ARE TO CENTER OF LID (ROUND MANHOLE COVER OR RECTANGULAR VANED GRATE) 2. RIM ELEVATIONS ARE FOR REFERENCE. RIM ELEVATIONS LISTED ARE FINISHED GRADE 458.00 AT CENTER OF LID. MATCH FINISHED GRADES AND FLOW LINE ELEVATIONS UNLESS OTHERWISE NOTES. 3. WHEN THE VERTICAL CLEARANCE BETWEEN UTILITIES IS LESS THAN 6" (MIN), PROVIDE AN ODxODx 2.5" ETHAFORM PAD BETWEEN UTILITIES, WHERE OD IS THE OUTSIDE DIAMETER OF THE LARGER PIPE. 4. SEE CITY OF RENTON STD PLANS FOR DRAINAGE DETAILS. 456.00 5. TOP OF CURB ELEVATIONS NOT ADJUSTED FRO CURB CUTS, ADA RAMPS, OR DRIVEWAY. 6. LOCATION, DEPTH, AND SIZE OF EXISTING UTILITIES ARE APPROXIMATE CONTRACTOR TO VERIFY BY POTHOLING BEFORE EXCAVATION. 7. CONTRACTOR SHALL PHASE CONSTRUCTION TO AVOID CONFLICTS WITH UTILITIES TO BE REMOVED OR ABANDONED UNTIL NEW SYSTEM IS INSTALLED AND OPERATIONAL. 454.00 8. CATCH BASIN ALONG CURB FLOW LINE SHALL HAVE VANED GRATES UNLESS OTHERWISE SPECIFIED Q n� n 450.00 I.00 R-41 09 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS u� O CALL 4 8 HOURS FDEVELOPMENT ENGINEERINGILI FSURFACIE WATER UTILITYJV% z Sippo 03/30/2023 ah 03/30/2023 ' LL_1 BEFORE YOUR DIG CALL 811 Q . DATE: JV� 2023/03/14 C T Y O F M A D U E N O SHORT PLAT FIELDBGOK u '; RENTON 19805 108TH AVE SE RENTON WA 98055 PAGE W > > DRAWING 10: O Planning/Building/Public Works Dept. STORM SEWER - 1 98TH ST SE - STATION 8 0 1+ 0.0 0 TO S TAT I O N 4+ 5.0 0 SHEET 8_OF_42 El- 452.00 LEGAL DESCRIPTION PORTION OF THE NORTHWEST 4, SECTION 5, TOWNSHIP 24 NORTH, RANGE 5 EAST. W.M. 0 0 THE NORTH 2 � ACRES OF THE SOUTH EAST QUARTER OF THE SOUTHEAST QUARTER OF NORTHWEST QUARTER IN SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST 5 EAST, W.M IN KING COUNTY WASHINGTON. EXCEPT THE EAST 30 FEET FOR ROAD. ALSO EXCEPT THE RIGHT OF WAY FOR 106TH AVENUE SOUTHEAST: AND ALSO EXCEPT THAT PORTION THERE OF CONVEYED TO THE STATE OF WASHINGTON FOR STATE ROUTE 515 BY DEED RECORDED UNDER RECORDING NO 8906291184: SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON CONDITION OF APPROVAL 1.THE APPLICANT SHALL REMOVE THE EXISTING HOME PRIOR TO RECORDING 7.THE APPLICANT SHALL COMPLY WITH RECOMMENDATIONS OF THE ARBORIST 0 THE SHORT PLAT. REPORT PREPARED BY EARTH DANCE DESIGN, DATED JANUARY 11, 2019 AS Z IT RELATES TO CONSTRUCTION ACTIVITIES NEAR RETAINED TREES AND ONSITE W 2.THE APPLICANT SHALL SUBMIT A FINAL DETAILED LANDSCAPE PLAN WITH MONITORING BY THE APPLICANT'S ARBORIST. THE APPLICANT SHALL SUBMIT A THE CIVIL CONSTRUCTION PERMIT THAT SUPPLEMENTS THE PROPOSED REVISED TREE PROTECTION PLAN WITH THE DOCUSIGN ENVELOPE ID: GROUNDCOVER PLANTING WITHIN THE STREET FRONTAGE LANDSCAPING STRIP 8C9D14F9-3BCB-40EO-ACD3-AF3EAOB94A28 CITY OF RENTON DEPARTMENT IN THE TREE RETENTION TRACT WITH TREES AND SHRUBS WHERE PRACTICAL.OF COMMUNITY & ECONOMIC DEVELOPMENTMADUENOSHORTPLATADMINISTRATIVE Q THE REVISED PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT REPORT & DECISION LUA19-000029,SH-PREPORT OFAPRIL23, 2019PAGE 190E PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT 20SR_MADUENO_ SHORT CONSTRUCTION ISSUANCE. _PLAT _LUA19-000029_190226CIVIL PERMIT APPLICATION THAT INCLUDES SPECIFICATIONS FOR TREE PROTECTION MEASURES, LIMITATIONS ON CONSTRUCTION ACTIVITIES NEAR RETAINED TREES, 3.THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN WITH THE CIVILAND TIMELINES OF WHEN THE ARBORIST WILL BE ONSITE. THE ARBORIST CONSTRUCTION PERMIT APPLICATION THAT IDENTIFIES THE UTILITIES AND SHALL PROVIDE A MEMORANDUM WITH THE REVISED TREE PROTECTION PLANS U LIGHTING IN THE PLANTER STRIPS, PROVIDES A MINIMUM OF ONE (1) STREETSTATING THAT HE OR SHE HAS REVIEWED THE REVISED TREE PROTECTION W TREE PER LOT FROM THE CITY'S APPROVED TREE LIST, AND PROVIDES THE PLAN AND IT IS CONSISTENT WITH THE RECOMMENDATION OF THE ARBORIST PLANTER STRIP AND STREET TREES WITHIN THE AREA NO LONGER NEEDED REPORT. THE REVISED TREE PROTECTION PLAN AND ARBORIST MEMORANDUM 0 FOR THE HAMMERHEAD TURNAROUND. ADDITIONALLY, THE REVISED LANDSCAPESHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT PLAN SHALL PROVIDE ROOT BARRIER SYSTEMS WITHIN THE PLANTER STRIP MANAGER PRIOR TO PERMIT ISSUANCE. TO IMPEDE TREE ROOTS FROM BUCKLING THE ABUTTING SIDEWALKS. THE n REVISED LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED BY THE 8.THE APPLICANT SHALL SUBMIT A REVISED UTILITY PLAN WITH THE CIVIL CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION CONSTRUCTION PERMIT THAT LOCATES ANY NEEDED FIRE HYDRANTS ALONG PERMIT ISSUANCE. THE NEW PUBLIC HALF -STREET ON THE NORTH SIDE OF THE STREET OR OTHER LOCATION AS APPROVED BY THE CURRENT PLANNING PROJECT 4.THE APPLICANT SHALL SUBMIT A REVISED GRADING PLAN AND REVISED MANAGER. THE REVISED UTILITY PLAN SHALL BE REVIEWED AND APPROVED DETENTION VAULT DETAIL THAT ENSURES THE STORMWATER VAULT IS BELOW BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. THE FINISHED GRADE WITHIN THE DRAINAGE TRACT. SHOULD THE CURRENT O7 PLANNING PROJECT MANAGER APPROVE ANY PORTIONS OF THE VAULT TO 9.THE APPLICANT SHALL SUBMIT A REVISED UTILITY PLAN WITH ASSOCIATED EXTEND BEYOND FINISHED GRADE, THE APPLICANT WOULD BE REQUIRED TO DETAILS AND SPECIFICATIONS FOR THE EMERGENCY VEHICLE ACCESS WITH SCREEN THOSE AREAS VISIBLE WITH LANDSCAPING CONSISTENT WITH THE THE CIVIL CONSTRUCTION PERMIT APPLICATION. THE REVISED UTILITY PLAN 15-FOOT STORMWATER SCREENING REQUIREMENT, WALL VENEER TREATMENT, AND DETAILS SHALL BE REVIEWED AND APPROVED BY THE RENTON REGIONAL W OR OTHER ACCEPTABLE METHOD AS DETERMINED BY THE CURRENT PLANNINGFIRE AUTHORITY AND CURRENT PLANNING PROJECT MANAGER PRIOR TO W PROJECT MANAGER. THE REVISED GRADING PLAN AND REVISED DETENTION PERMIT ISSUANCE. = VAULT DETAIL SHALL BE REVIEWED AND APPROVED BY THE CURRENT (� PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT 10.THE APPLICANT SHALL SUBMIT A REVISED UTILITY PLAN AND LANDSCAPE ISSUANCE. PLAN WITH THE CIVIL CONSTRUCTION PERMIT THAT REMOVES THE HAMMERHEAD TURNAROUND AND REPLACES WITH THE MATCHING 5-FOOT 5.THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN WITH THE CIVILSIDEWALK, 8-FOOT PLANTER, 0.5-FOOT CURB, AND 6-FOOT PARKING LANE CONSTRUCTION PERMIT APPLICATION THAT PROVIDES SPLIT RAIL FENCING ANDTHAT IS PROVIDED ALONG THE SOUTHERN PORTION OF THE HALF -STREET TREE PROTECTION SIGN DETAILS TO SURROUND THE TREE PROTECTION SECTION. THE REVISED UTILITY PLAN AND LANDSCAPE PLAN SHALL BE TRACT. THE REVISED LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. PRIOR TO PERMIT ISSUANCE. 6.THE APPLICANT SHALL SUBMIT HOMEOWNER'S ASSOCIATION (HOA) 11.THE APPLICANT SHALL SUBMIT A REVISED UTILITY PLAN WITH THE CIVIL DOCUMENTS PRIOR TO RECORDING THE SHORT PLAT DOCUMENT THAT CONSTRUCTION PERMIT APPLICATION THAT REFLECTS THE ADA ACCESSIBLE OUTLINE THE RESPONSIBILITY FOR OWNERSHIP AND MAINTENANCE FOR ROUTE AND RAMP LOCATION COMMENTS PROVIDED IN THE DEVELOPMENT MAINTAINING THE TRACTS, PROTECTED TREES, LANDSCAPING, FENCING, AND ENGINEERING SECTIONOF THE ADVISORY NOTES (EXHIBIT 16).THE REVISED SIGNAGE. THE APPLICANT SHALL ALSO SUBMIT PERMANENT AND IRREVOCABLE UTILITY PLAN SHALL BE REVIEWED AND APPROVED BY THE CIVIL PLAN DEED RESTRICTION DOCUMENTS ON THE TRACTS THAT PROHIBITS FUTURE REVIEWER PRIOR TO PERMIT ISSUANCE. DEVELOPMENT. THE HOA DOCUMENTS AND DEED RESTRICTIONS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER 12.ANY PROPOSAL TO CONVERT THE STORMWATER VAULT WITHIN THE TRACT PRIOR TO RECORDING WITH THE KING COUNTY RECORDER'S OFFICE WITH THETO A STORMWATER DETENTION POND BE CONSIDERED A MAJOR PLAT SHORT PLAT. AMENDMENT SUBJECT TO THE REQUIREMENTS OUTLINED UNDER RMC 4-7-080M.2. STORM WATER CATCHMENTS CALCULATION -198TH ST SE PROJECT No.:C-1952 DESIGN RETURN PERIOD: 25YR SHEET: 1 of 1 PROJECT DESCRIPTION.: MADUENO SHORT PLAT MANNINGS'n': 0.01 3(PVC),0.01 3(CONC) 100% CITY OF RENTON LOCATION: 19805 108THAVE SE, RENTON, WA 98055 IQ25=CIA MH Area Weighted Average C CxA Time of Rainfall Flow Sewer Design Remarks Note Location -Area From To (acres) CxA CxA Concentration Intensity (cfs) Join Total (min) (inches/hour) A 25YR 25YR 25YR 25YR Inlet Sect Total 125 Q25(tol) S S25 Rq'd% DIA L V Qcap 25yMajor Flow % ft ft fps cfs Route 1 198THST SE -Ai CB#1 CB#2 0.32 0.45 0.14 0.14 10.00 0.47 10.47 1.96 0.283 1.30 0.01 1 147.6 5.19 4.073 IN PIPE 198TH ST SE-A2 CB#2 CB#3 0.82 0.39 0.32 0.46 10.47 0.51 10.98 1.90 0.883 0.50 0.14 1 98.4 3.22 2.526 IN PIPE 198TH ST SE-A3 CB#3 CB#4 0.69 0.31 0.21 0.68 10.98 0.75 11.73 1.83 1.237 0.50 0.27 1 144.3 3.22 2.526 IN PIPE 198TH ST SE-A4 CB#4 ' ` ' ` " '1 110.34 0.60 0.20 0.88 11.73 0.14 11.87 1.81 1.597 0.50 0.44 1 26.2 3.22 2.526 IN PIPE s INDICATESTHAT TIIE PIPE IS AT TILL LTPEREND OF TIIE SLTI3 CAT CIHVILNT AREA SOOS CREEK WATER & SEWER X'ING SAN INVERT=457.96 X GW M INVERT=462.89 DISTRICT TO APPROVE WATER PROPOSED SAN MH#1409-3X�,IN ING STM INVERT=459.52 X' ING S M INVERT=460.99 & SANITARY DRAWINGS CB 1A 20'-PROPOSED 8" PVC MIN. @2.0% ZZ 00 w I--� W o� S w `b �0 _ l N66 0 N. 6 0� --- ---Sp-- - --- Ed '° +^ L-- 61 , •,P N° - - •: Nb Lb Z 1 �. I- z 74.0' +' 0 74.0' Elf 74' STM 6"0 o _ _PVC�@1.0� __ w o z w o d INV:461.03 X; ING SAN INVERT=457.89 INV:460.2 M� L Q w INV:460.98 X ING STM INV RT=460.79 [EINV:460.24 Q � PROPOSED 6" STORM PVC INV:460.29 L`I a CONNECTION @1 .0� TYPICAL ONSITE STORM PLAN -198TH S X' ING SAN INVERT=458.52 X ING STM INVERT=460.30 PLAN SCALE. 1 "=20' 4+50.00 5+00.00 6+00.00 ONSITE STORM PROFILE -198TH ST SE INFORMATION SHOWN ON THIS DRAWING REGARDING EXISTING UTILITIES IS COMPILED FROM TOPOGRAPHY SURVEY BY CENTREPOINTE CONSULTANTS. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE AND CONFIRM THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, AND ADVISE THE ENGINEER OF ANY POTENTIAL CONFLICTS. SCALE. 1 "=2'V, 1 "=20'H CALL 48 HOURS BEFORE YOUR DIG CALL 811 f'ZORM41011.1 r SE 472.00 470.00 468.00 466.00 464.00 462.00 460.00 458.00 456.00 454.00 R-41 0909 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ar IL Michael Sippo 03/30/2023 W I SURFACE WATER UTILITY J % J Farah 03/30/2023 F. u� LOX H H H �Z H H H I� I 0 V / SURVEY BENCHMARK CITY OF RENTON BM 1852, BRASS DISC IN CONIC SI NE 4TH ST AND 148TH AVE SE. PUBLISHED 138.614 METERS NAVD 88 = 454.769 FEET CITY OF RENTON BM 2110 - 1/8" BRASS PIN IN 3" CONC MON IN CASE AT THE SI OF SE 176TH ST AND 116TH AVE SE PUB ELEV = 448.162 NAVD88 SURVEY CENTREPOINTE CONSULTANTS 14209 29TH ST E #105 SUMNER, WA 98390 PHONE: (253) 987-7859 CONSULTANT MAINLAND ENGINEERING CONSULTANTS CORPORATION UNIT 206 8363 128TH STREET SURREY, B.C. V3W 4G1 TEL: (604) 543 8044 FAX: (604) 543 8104 EMAIL: CIVIL@MAINLANDENG.COM 5. REISSUED FOR REVIEW SGC 2023/03/14 AB SURVEYED: SURVEYED SCALE: AS SHOWN 4. REISSUED FOR REVIEW SGC 2022 12 02 AB DESIGNED: EM 3. REISSUED FOR REVIEW SGC 2021 /04/14 AB 2. REISSUED FOR REVIEW MK 2020/06/19 AB DRAWN: MK ONE IN 1. ISSUED FOR REVIEW MK 2019/11 /19 AB CHECKED: RM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N 0. REVISION B Y DATE A P P R APPROVED: AB VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 Alf:::�x DATUM C TY OF RENTON • Planning/Building/Public Works Dept DATE: � M A D U E N O S H O R T PLAT 2023/03/14 11ELDBOCK U 19805 108TH AVE SE, RENTON, WA 98055 PAGE: LJJ DRAWING N0: STORM SEWER - 198TH ST SE - STATION 9 0 ET 4+5.00 TO STATION 6+0.00 SHE 9 of 42 `P01. c9� J � ' 9'517� 2 ADS CULVERT ITV Ff 443.96 m 9'Lt- Z 6'. �Pl `nIQ. Z' 6- O �PlA Yro).. 0-. Z Z O cQ 31321O1v�0 (P.`o �l �� �� �'. �� s d01 `A� �p�v d01 S•cA. �.sS�. �S S' l3A V��10 O S' 31 V0l�, !��ls 05 17 N"A l57I 2 1517 d01 2'ZSt 909: O C__ 4.2.2 OUTFALL SYSTF-IVS 468.00 2. Solid wall HDPE tightlines must be designed to address the material limitations, particularly thermal expansion and contraction and pressure design, as specified by the manufacturer. The coefficient of thermal expansion and contraction for solid wall HDPE is on the order of 0.001 inch per foot per Fahrenheit degree. Sliding sleeve connections shall be used to address this thermal expansion and contraction. These sleeve connections consist of a section of the appropriate length of the next larger size diameter of pipe into which the outfall pipe is fitted. These sleeve connections must be located as close to the discharge end of the outfall system as is practical. 3. Solid wall HDPE tightlines shall be designed and sized using the applicable design criteria and methods of analysis specified for pipe systems in Section 4.2.1. 4. Due to the ability of solid wall HDPE tightlines to transmit flows of very high energy, special consideration for energy dissipation must be made. A schematic representation of a "gabion mattress energy dissipater" has been provided as Figtire 4.2.2.D . Flows of very high energy will require a specifically engineered energy dissipater structure, as described above in General Criterion #3. Caution, the in -stream sample gabion mattress energtl dissipater ma , not be acceptable within the ordinary high water mark offish -bearing waters or wheregabions will be subject to abrasion front upstream channel sediments. A four-sided gabion basket located outside the ordinary high water mark should be considered for these applications. TABLE 4.2.2.A ROCK PROTECTION AT OICTFALLS Discharge Velocity at Design Flow (fps) REQUIRED PROTECTION Greater Less than Minimum Dimensionsil1 Type Thickness Width Length Height than or equal to C 5 Rock 1 foot Diameter 8 feet Crown lining12) + 6 feet or + 1 foot 4 x diameter, whichever is reater _ 10 Riprap"' 2feet Diameter 12 feet Crown + 6 feet or + 1 foot or 4 x diameter, 3 x diameter. whichever is n,hichever is greater greater 10 20 Gabion As required As required As required Cro. r outfall ?0 N/A Engineered energy dissipater required (1) These sizes assume that erosion is dominated by outfall energy. In many cases sizing ..ill be governed by conditions I - the receiving waters. (2r Rock lining shall be quarry spalls with gradation as follows: Passing 8-Inch square sieve: 100% Passing 3-inch square sieve: 40 to 60% maximum Passing 314-inch square sleve: 0 to 10% maximum (3) Riprap shall be reasonably well graded with gradation as follows: Maximum stone size: 24 inches (nominal diameter) Median stone size: 16 inches Minimum stone size: 4 inches I•lote: Riprap sizing governed by side slopes on outlet channel is assumed to be approximately 1 f. _-017 City of Renton Surface Rater Desiar'_ Ianual 466.00 464.00 GS:Y►AtoP7 460.00 458.00 456.00 454.00 452.00 1 _'/12 20 t 6 450.00 4-31 448.00 LEGAL DESCRIPTION THE NORTH 2 z ACRES OF THE SOUTH EAST QUARTER OF THE SOUTHEAST QUARTER OF NORTHWEST QUARTER IN SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST 5 EAST, W.M IN KING COUNTY WASHINGTON. acy90M1a=1111iMi a19aas•1:a 11111110 _116YiM*:{y11jaIa=0[eP.kwe] =ri4_VM0il a[oI0117I_\V/III111a&Yi11II71�_,611= AND ALSO EXCEPT THAT PORTION THERE OF CONVEYED TO THE STATE OF WASHINGTON FOR STATE ROUTE 515 BY DEED RECORDED UNDER RECORDING NO 8906291184: SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON PAI PORTION OF THE NORTHWEST 4, SECTION 5, TOWNSHIP 24 NORTH, RANGE 5 EAST. W.M. SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES c9 i-00 O ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY rs S i9c9 0 ! O �. STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR 0 0 < 0 O EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE 10.. 0� O r�c�0 `9� `9c0SURFACE WATER STANDARD PLAN NOTES. �• . 1) BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD VO. i9 cA 0' 6'S OOc9� c9� AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2) THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO S Z2'95� L5'950- CONSTRUCTION. w 3) ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATESTEDITION 6, 0 Q OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE(RMC), AND THE c9. O. IS STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BYWSDOT AND THE AMERICAN PUBLIC -- WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, 00 OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO O. Lc I I ADDITIONAL COST TO THE CITY. 4) APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, S� n O VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE S S SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE Cj APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BYWRITTEN APPROVAL FROM THE CITY. c, 0 �� �S `!�� 5) A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. • !' -a `�zc 00 Z 6) THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM 0� Ss� �� S LO 0 � AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE 0 - z0 SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'S CONTRACTORTO INDEPENDENTLY VERIFY THE ACCURACY OF ALL 6' �� 0 UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE - - - - - - - - - - - - - AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS- BUILT DRAWINGS ALL = = SD = _ _ _ _ _ - - - - - - - - -I-C- - - - - - - - - - - 12:� UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY 301 c9S� c9' `� 6' O NOTIFY THE ENGINEER OFRECORD IF A CONFLICT EXISTS. �p `J 5t 6 ZS-b 2' S17 do19'S5� � S� �� � �� VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS O OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 2 n WN33 QOOM ,9 ,n�30N3d OOM ,9 O 0S �6' �� 1c cQ cP `�� 8) ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14) D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN -1 Lc �5� SX �� PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. ANY DAMAGE TO EXISTING 9) OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED PAVEMENT DRIVEWAYS TO BE / CB#12 BOULEVARD TO BE REINSTATED CB#11 EXISTING STORM MAIN TO BE CB#10 BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY STORM SEWER PLAN -106TH AVE REMOVED TRENCH RESTORATION STANDARDS. "=20' REINSTATED TO ORIGINAL OR WITH TOPSOIL & SOD IMMEDIATELY 10) ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. PLAN SCALE. 1 BETTER CONDITION. AFTER THE STORM WORKS WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS ANY DISTURBANCE TO NEIGHBORING SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11) ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY ANY EXISTING CONNECTION OF EXISTING PSE APPROVAL IS REQUIRED PRIOR TO STORM INSTALLATION LOT FRONTAGES TO BE REINSTATED DITCH OR CULVERT TO BE RECONNECTED (TYPICAL) CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. TO ORIGINAL OR BETTER CONDITION. TO THE PROPOSED STORM SYSTEM WITH 12) ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE TYPE CB -II (TYPICAL) TYPICAL CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE I SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220. 00, 220. 10, AND 20. w 13) STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE. Y Z Y 14) ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT- = CO o J Q DOO] LOCKING LIDS PER THE CITY STANDARD PLAN 10, 204. 20, 204. 30, AND 204. 50. STRUCTURES SHALL HAVE: 0 U_ I o RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. I • ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/ o \I o GUTTER LINE. ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE x w x w CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT- OF -WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE z ED z ED CITY LOGO. A m m A 15) BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING O O SETBACKS LINES OF THE RENTON SWDM. o o 16) LIDS OF MANHOLES/ CATCH BASINS WITHIN PUBLIC RIGHT- OF- WAY SHALL NOT BE ADJUSTED TO FINAL GRADE ~ ~ UNTIL AFTER PAVING. ALL MANHOLE/ CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED o GRADES, UNLESS OTHERWISE SHOWN. 17) ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT- OF -WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. I THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES DISCHARGE PIPE ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR PLAN EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE 10'-6" _ PROPOSED GROUND SURFACE WATER STANDARD PLAN NOTES. r 8'-6" 18) ROCK LINING SHALL BE QUARRY SPALLS WITH GRADATION AS FOLLOWS: PASSING 8-INCH SQUARE SIEVE: 100% ^' - PASSING 3-INCH SQUARE SIEVE: 40 TO 60% MAXIMUM EXISTING STORM MAIN PASSING 3/4-INCH SQUARE SIEVE: 0 TO 10% MAXIMUM TO BE REMOVED 19) FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALLSEPARATELY o FILTER FABRIC LINER CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY UNDER ROCK THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON- SITE BMPS. DISCHARGE PIPE 20) THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT- LOCKING LID MARKED " 2'-6" ROCK STORM" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE SECTION A CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. -A 21) ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON SCALE. 1 "= 1 ' STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. CONTRACTOR TO FILL /GRADE THE EXISTING DITCH @ 2:1 SLOPE AS PER 22) ALL NEWLY- INSTALLED AND NEWLY- REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE SECTION 4 OF THE 2017 RSWDM INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/ OR PAVEMENT. 23) ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04. 3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24) FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYERAND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. 25) ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/ OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26) ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT- OF -WAY THAT MAYINTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. EXISTING BOTTOM 27) PROJECTS LOCATED WITHIN THE CITY' S AQUIFER PROTECTION AREA ( APA) SHALL COMPLY WITH SPECIAL REQUIREMENT OF DITCH # 6 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS ( RMC 4-3-050). 85LF 12" PVC 28) PLACEMENT OF SURFACE APPURTENANCES ( CATCH BASIN/ MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE 85LF 12" PVC AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON- SLIP OR NON- SKID LID PER ADA REQUIREMENTS. 29) CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE 82LF 12" PJC 4 APPLICANT. EL=449.09 S=0.006 30) MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. 31) CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF20 S=0.008 PROPOSED CB#10 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. PROPOSED CB#11 CITY OF RENTON (TYPE-II-48" DIA) COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. _ o CITY OF RENTON (TYPE-II-48" DIA) - ­,­1 � �� COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE SURVEY BENCHMARK CITY OF RENTON BM 1852, BRASS DISC IN CONIC SI NE 4TH ST AND 148TH AVE SE. PUBLISHED 138.614 METERS NAVD 88 = 454.769 FEET CITY OF RENTON BM 2110 - 1/8" BRASS PIN IN 3" CONC MON IN CASE AT THE SI OF SE 176TH ST AND 116TH AVE SE PUB ELEV = 448.162 NAVD88 SURVEY CENTREPOINTE CONSULTANTS 14209 29TH ST E #105 SUMNER, WA 98390 PHONE: (253) 987-7859 PROTECTION AT OUTFALLS I.L. 11 rvc J=44y./5 TABLE I.E. 12" PVC N=449.75 N N O 0 U) PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS ( E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. in ).00 PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. SING kt zP��ot w4Sy�y� 0 STORM SEWER PROFILE -106TH AVE �4151 /,tom I, n p�ONA `� �`� V / SCALE. 1 "=2'V, 1 "=20'H aa2s�a-15 IN COMPLIANCE WITH CITY OF RENTON STANDARDS O CALL 4 8 HOURS FDEVELOPMENT ENGINEERING' SURFACE WATER UTILITY Z Sippo 03/30/2023 J Farah 03/30/2023 W BEFORE YOUR DIG CALL 811 Q • DATE: 2023/03/14 C TY OF MADUENO SHORT PLAT FIELDBOOK: RENTON 19805 108TH AVE SE, RENTON, WA 98055 PAGE DRAWING N0: Planning/Building/Public Works Dept. STORM SEWER - 106 AVE SE - STATION 10 O 13+00.00 TO STATION 14+57.00 `"E1O-OF_42 El - INFORMATION SHOWN ON THIS DRAWING REGARDING EXISTING UTILITIES IS COMPILED FROM TOPOGRAPHY SURVEY BY CENTREPOINTE CONSULTANTS. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE AND CONFIRM THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, AND ADVISE THE ENGINEER OF ANY POTENTIAL CONFLICTS. CONSULTANT MAINLAND ENGINEERING CONSULTANTS CORPORATION UNIT 206 8363 128TH STREET SURREY, B.C. V3W 4G1 TEL: (604) 543 8044 FAX: (604) 543 8104 EMAIL: CIVIL@MAINLANDENG.COM 5. REISSUED FOR REVIEW SGC 2023/03/14 AB SURVEYED: SURVEYED SCALE: AS SHOWN HORIZONTAL: ALL N AVID 1988 DATUM 4. REISSUED FOR REVIEW SGC 2022 12 02 AB DESIGNED: EM 3. REISSUED FOR REVIEW SGC 2021 /04/14 AB 2. REISSUED FOR REVIEW MK 2020/06/19 AB DRAWN: MK ONE IN 1. ISSUED FOR REVIEW MK 2019/11 /19 AB CHECKED: RM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N 0. REVISION B Y DATE A P P R APPROVED: AB i9� zc !� 09 `n O 1-0 0 00 00 w A�` m341S c' C, ,n 8�f10 IVOIld3A 30 3NII MOI3 OQ o!10 0A I I L` III 00 �7_ O S C) I +_� 4 =__ -- SID _ - -'_ SD---- ___ - 0`9� �o LL- o-M -s - - ---- I / C-40 'M3AIda _0Z s. PSE APPROVAL IS REQUIRED PRIOR TO STORM INSTALLATION CB # 9 CB#13 (TYPICAL) EXISTING STORM MAIN TO BE REMOVED 13+00.00 12+00.00 EXISTING CULVERT TO BE PORTION OF THE NORTHWEST FILLED BY CONTR- SECTION 5 TOWNSHIP 24 NORTH RANGE 5 EAST. W.M. ACTOR 4! � � c� _j 1. p ,0/-oIQ �p s S� i-Q.&P• @ - dol �� O �{ _ �I d --- -------v nvd01 d01 i- O t 9v d01 cP. L �O z 1 �O �iQ ',IQ 4 SS S S . 0 --------� -- c9.0 Lc9� AA-- _v_ 00 l N � 10 CB#8 X' ING STM INVERT=455.95 CB#7 PRE -DIG AT THIS LOCATION X' ING SAN INVERT=454.04 TO FIND THE EXACT LOCATION, IN CASE OF ANY STORM SEWER PLAN -106TH AVE CONFLICT INFORM E.O.R PLAN SCALE. 1 "=20' s. 468.00 EXISTING CB STA. 63.25' 14.01 RIM EL=462.88 I.E. 12" PVC N=460.32 I.E. 12" PVC N=460.31 466.00 EXISTING GROUND 464.00 462.00 460.00 458.00 EXISTING CB TO BE RECONNECTED TO C137 & ABANDON ONCE THE NEW MAIN BECOMES FUNCTIONAL 456.00 454.00 FOR CONTINUITY OF STORM SYSTEM REFER TO SHEET#8 452.00 450.00 PROPOSED CB#7 CITY OF RENTON (TYPE-II-48" DIA) STA. 10+93.00' RIM EL=463.28 11 L s Z9* 2� i0Z r. dC: $ �i9� �i9zc �0 !c� c-\ I 1 cSOy U'Z LEGAL DESCRIPTION THE NORTH 2 � ACRES OF THE SOUTH EAST QUARTER OF THE SOUTHEAST QUARTER OF NORTHWEST QUARTER IN SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST 5 EAST, W.M IN KING COUNTY WASHINGTON. EXCEPT THE EAST 30 FEET FOR ROAD. ALSO EXCEPT THE RIGHT OF WAY FOR 106TH AVENUE SOUTHEAST: AND ALSO EXCEPT THAT PORTION THERE OF CONVEYED TO THE STATE OF WASHINGTON FOR STATE ROUTE 515 BY DEED RECORDED UNDER RECORDING NO 8906291184: SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON 468.00 SED CB#5 F RENTON (TYPE-1) +76.25' .=463.58 PVC N=459.25 PVC S=460.47 466.00 464.00 XISTING ULVERT 0 BE REMOVED 462.00 BOTTOM OF DITCH 460.00 PROPOSED STORM MAIN CONNECT WITH EX CULVERT 458.00 456.00 454.00 452.00 450.00 Cil 601 ,lox �x ON I.E. 12 PVC E=452.10 I.E. 12" PVC N=452.00 448.00 448.00 Q I.E. 12" PVC E=455.87 1 1 +00.00 10+00.00 1 1 +0.00 10+0.00 STORM SEWER PROFILE -106TH AVE ��``�� wAs"��� DETAIL OF EXISTING CULVERT CONNECTION TO MANHOLE z,~` a .a„ SURVEY BENCHMARK CITY OF RENTON BM 1852, BRASS DISC IN CONC SI NE 4TH ST AND 148TH AVE SE. PUBLISHED 138.614 METERS NAVD 88 = 454.769 FEET CITY OF RENTON BM 2110 - 1/8" BRASS PIN IN 3" CONC MON IN CASE AT THE SI OF SE 176TH ST AND 116TH AVE SE PUB ELEV = 448.162 NAVD88 SURVEY CENTREPOINTE CONSULTANTS 14209 29TH ST E #105 SUMNER, WA 98390 PHONE: (253) 987-7859 A's SCALE. 1 "=2'V, 1 "=20'H u � � SCALE. 1 "=2'V, 1 "=20'H LL R 410911 0 41773 /,c,,,�'�' OF 9fCIS1fp��,� �SS70NA1. E� I 2023-D3-15 IN COMPLIANCE WITH CITY OF RENTON STANDARDS u� O CALL 4 8 HOURS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY z Michael Sippo 03/30/2023 J Farah 03/30/2023 LL1 BEFORE YOUR D DIG CALL 811 Q CONSULTANT MAINLAND ENGINEERING CONSULTANTS CORPORATION UNIT 206 8363 128TH STREET SURREY, B.C. V3W 4G1 TEL: (604) 543 8044 FAX: (604) 543 8104 EMAIL: CIVIL@MAINLANDENG.COM 5. REISSUED FOR REVIEW SGC 2023/03/14 AB SURVEYED: SURVEYED SCALE: AS SHOWN 1988 HORIZONTALLY NAD�9 3/1991 DATUM C TY 0 F RRENTON Planning/Building/Public Works Dept. M ADU EN 0 SHORT PLAT 19805 108TH AVE SE RENTON WA 98055 STORM SEWER - 106 AVE S E - STATION 1 0+00.00 TO STATION 1 3+00.00 DATE 2023/03/14 � U LLl 4. REISSUED FOR REVIEW SGC 2022 12 02 AB DESIGNED: EM 3. REISSUED FOR REVIEW scc 2021/04/14 AB FIE023 PAGE: 2. REISSUED FOR REVIEW MK 2020/06/19 qg DRAWN: MK ONE INCH 0 CRAWING N0 11 1. ISSUED FOR REVIEW MK 2019/11 /19 AB CHECKED: RM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: AB 51_OF_42 El- LEGAL DESCRIPTION 0 7- THE NORTH 2 � ACRES OF THE SOUTH EAST QUARTER OF THE SOUTHEAST QUARTER OF NORTHWEST QUARTER IN SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST 5 EAST, W.M IN KING COUNTY WASHINGTON. 0 EXCEPT THE EAST 30 FEET FOR ROAD. ALSO EXCEPT THE RIGHT OF WAY FOR 106TH AVENUE SOUTHEAST: AND ALSO EXCEPT THAT PORTION THERE OF CONVEYED TO THE STATE LJJ OF WASHINGTON FOR STATE ROUTE 515 BY DEED RECORDED UNDER RECORDING NO 8906291184: SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON 12'x4'X DEEF STANDARD LOCKING MH FRAME & LID SEE KCRE DWG NO. 7-022 FOR DETAILS OF HAND HOLD, STEPS OR LADDE SEE KCRDCS DWG 7-01 OF CITY OF RENTON PROPOSED STM MH^(TYPE-11 ^48'^)^I ^I^ n DETENTION VAULT - PLAN VIEW SCALE :1 "=5'-0" INFORMATION SHOWN ON THIS DRAWING REGARDING EXISTING UTILITIES IS COMPILED FROM TOPOGRAPHY SURVEY BY CENTREPOINTE CONSULTANTS. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE AND CONFIRM THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, AND ADVISE THE ENGINEER OF ANY POTENTIAL CONFLICTS. SURVEY BENCHMARK CITY OF RENTON BM 1852, BRASS DISC IN CONIC SI NE 4TH ST AND 148TH AVE SE. PUBLISHED 138.614 METERS NAVD 88 = 454.769 FEET CITY OF RENTON BM 2110 - 1/8" BRASS PIN IN 3" CONIC MON IN CASE AT THE SI OF SE 176TH ST AND 116TH AVE SE PUB ELEV = 448.162 NAVD88 SURVEY CENTREPOINTE CONSULTANTS 14209 29TH ST E #105 SUMNER, WA 98390 PHONE: (253) 987-7859 PORTION OF THE NORTHWEST 4, SECTION 5, TOWNSHIP 24 NORTH, RANGE 5 EAST. W.M. STRUCTURAL PLANS FOR THE WET VAULT TO BE SENT SEPERATELY FOR THE SPECIFICATION OF WATER RESTRICTOR REFER TO PLAN 237.0 OF CITY OF RENTON, SHOWN ON THIS SHEET. \ L lo� 12'x4 SUMP PIPE FROM CB INV EL=455.45 INSTALL FROP WITH PIPE SUPPORTS THAT IS OPEN ONE THE BOTTOM AND ON THE TOP INV=447.16 SEE FLOW RESTRICTOR SEE LADDER RUNGS ETAILS IN THIS SHEET FOR ALL NOT SHOWN ORIFICE ELEVATION FOR CLARITY. _ I r5�x10' GRATE OPENING RIM EL=465.1 PL FINISHED GRADE 0.5' x10' GRATE OPENING M EL=466.2 FINISHED GRADE 5'x10' GRATE 5'x10' GRATE OPENING OPENING RIM EL=464.5 RIM EL=466.2 CONSULTANT MAINLAND ENGINEERING CONSULTANTS CORPORATION UNIT 206 8363 128TH STREET SURREY, B.C. V3W 4131 TEL: (604) 543 8044 FAX: (604) 543 8104 EMAIL: CIVIL@MAINLANDENG.COM 5. REISSUED FOR REVIEW SGC 2023/03/14 4. REISSUED FOR REVIEW SGC 2022 12 02 3. REISSUED FOR REVIEW SGC 2021 /04/14 2. IREISSUED FOR REVIEW MK 2020/06/19 1. ISSUED FOR REVIEW MK 2019/11 /19 N0. REVISION BY DATE PL _,TOP OF LIVE TOP OF DEAD STORAGE TOP SEDIMENT STORAGE 5'x10' GRATE OPENING FINISHED GRADE RIM EL=467.5 --i AB SURVEYED: SURVE AB DESIGNED: EM AB AB DRAWN: MK AB CHECKED: RM APPR APPROVED: AB 7' GRATE OPENING EL=467.5 SCALE: AS SHOWN ONTALLN D 1983/1991 HORIZONTAL: ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY TOP OF LIVE STORAGE TOP OF DEAD STORAGE INV=451.70 TOP OF LIVE i0.7 STORAGE �.7 TOP OF DEAD STORAGE 48 7 TOP SEDIMENT STORAGE INV=447.70 2023-03-15 re.:7,y=rw,.,npg IE: GEE *3G6.6QE Ara1E�� e�,r "�,%6A 17 T$ RE W OVAR E'A45TERTIrAT Clk1PLING ICR FLAANGG - 'I MN CI faoeMOF TfT ANY F10WNT N OF FLIAT R&5THlGT4)R TEE INCLLOL'44 ELEIMI 7 MN ELBOOP RE S TALC TOA, SEE DETAIL w4 NOTE 10 6MN r WIN. a- uAx 1uTE wElrsr, TO EUN2* ► ft nw.n..0 AS W CFWCD M NOrt S ELB4'rf RE�iF�T+a1R iIET�LIL ELIVAnm PER FLANS 12'MN UNDEN PAVIFL"T AllaTR]NAL�•^ IR Rl1fIC�Iw SLTSITD ALLOL4 AG�DE55 T4 T: S OR ti'MJLT3 WHEN CATCH 19 F ILL® WITH WATER t ANCLE AS / tN�4[-SSARY, tf 8E3E NOTE 7 rf FRAWE 8&Oub COWER AMIaumj- 0Arr WITH LCCKM WETS PFR ,STIT PI AN ?OL 9P 719' ILE14lt. vERT+CJNI6" {DATE FVI SECCHDARL' INLET 4v WIN. WATER! EIllIM,REBTIMlffrM 7qjff.jZF 3ltbIETAILA1NbF4bYf 10 HNIG'i4LDra SEEPS. ORLADOEP PFE SUPPORTS 5EE NOTE 6 ITS } 5-0 f SERE NOTE P jTIP r h!N 7 MN. I D 1 IIIIETRIC I I CUTLET PPE. BEE INLET PIPE FIDTEJL T 111. 7 NvEkT AND SHEAR STATE WITH OCHTROL ROD FOR CI FAN. l.tpAPN"IEINT J4d DEwf4iEn CLEAN ELEVAT1014 PER FL044 FUR VERTICft AlI91YENTY.fTN WVER-I I7'5afxTE7N or PIP! A1TAJ7.1l0 LY PER BTp PLAN 317. GAkSPETED BAND TO ALLOW REIADVAL II" MIN_ MI I.Mg RiSTR1GTOR PLATE WITH ORIFICE DIAAS SPECFNEDI SEE ROTE 10 Ncrnm SE01ION A 1, LEEAWMAPAJWOFA54'DIAMETERTYPE 2CATCH Et4BFI. ] M fLWF r.- A fry' fWygAR or YfIOP/Q P{AK FWW. 1. METAL PAM PREFERNED TO BE STAIIE.FM STEEL ALLYAHCMD STEEL. OR ALUIINKM ALL OTHER STEEL PARTS MUST EE G LVANQED WITH TREATWENTS 1, 2. OR 5. 4 rRAm ANo L AcazR QR STRP Wr$9T 5a A CLEANOLFT GATE ISVIABLE FROM TOP. EI. CLM4'_D04r1N SPACE IS CLEAR OF RISER AHD CLEANCUT GATE t. FROAE IS CLEAT! of OJN& 4. IF METAL OUTLET PIPE CONNEGTS Tl] CEMENT CONCRETE POPE: OIJfLET PPE TO HAVE SMOOTH 0.0. EQUAL TO DON(3RETE PIPE I D LEES IN E. PFkUn[E AT LEAST ONE t R bW OAOE SUPPORT &RACKET AfNCNOIRIEA TO COmMETE STALL. IL"MLIIR S'-0`vEftTf:4L 9PAC7NC;. 7. LOCATEELBOW RESTRIGTORISIA5NECESSARY TOPROVIDE NINIWUMICLEARANCEASSHIMW 6. LOCATE AD MOKAL LADI ER PouI,IOili N STRUCTURE& UEMAS ACCESS TO TAmKaAPC YALILTS TO ALLO* A.C'CES9IILT•TEN CwTCM BASIN 0 FiLuwwTtt wATEFR 0. WHEN CONNECTNG TO A NEW PIIPE U5E A FLEXIBLE OOFMIECTOR IKOR-NySEAL DWI WTTH GORRL*ATED PFE A016WI R OR rWFROM1EO Ei'LLP&)- WHEAL DONNE TING TGAi EXISTING PIPE USE A FABRi ITED SAND COLL.IA OF THE &ME I1M,TERI1il AS THE C04NEC71NS PFE ID. IF TIN MKTIPN I$ 4slD ONLY rC R WILL CONTflol, TI-IM RILDOW REMTN N311%AND RESTRICTOR PLATES W1rH oRIrkrEs ARE NoT REoUFRo. U"LES5 @"E FMt% NOTED, DU M NG 15 lIOT TQ SGLLE II I 0 t TD. PLAN - 237.00 PUBLIC WORKS FLOW CONTROL STRU�CT'IJRE - AZ 9/28/2D16 I DEPARTMENT RESTRICTOR TEE .., DATE NOTES 1. MINIMUM RESTRICTOR ORIFICE DIA. TO BE 0.25". 2. ADJUSTMENT IS REQUESTED TO LENGTHEN THE FLOW OF THE VAULT AND KEEP THE EXIT ON THE SAME SIDE; AND KEEP THE LENGTH TO WIDTH RATIO OF VAULT MORE THAN 3:1 , BAFFLE IS OMMITED AS RATIO LENGTH TO WIDTH RATIO OF VAULT POOL IS GREATER THAN 5:1. CALL 48 HOURS BEFORE YOUR DIG CALL 811 C TY OF RENTON Planning/Building/Public Works Dept EMERGENCY OVERFLOW EL=460.7 PIPE SUPPORTS (2 MIN) 3"x0.090 ALUMINUM W/J' STAINLESS BOLTS OUTLET PIPE MAX. WS=460.7 ORIFICE #3(0.82" DIA) 4" ELBOW INV EL=459-21• /--18.0" RISER ORIFICE #2(1.39" DIA) 4" ELBOW INV EL=456$3 F SHEAR GATE 452.70 r12" MIN. Z 0_.50% SLOPE RESTRICTOR PLATE WITH 1 T 4 ° ORIFICE ELEV=450.7 DRILL A 0.55" IN PLATE N °'n 1 n BOLTED TO FLANGE OR T DRILLED TO CAP Q Z N on LADDER RUNGS ALL NOT SHOWN FOR CLARITY. n � Q Q Q 447.16 a a a Q a a :4 5 AP CONDITION OF APPROVAL: ORIFICE ELEVATIONS ARE MEASURED FROM THE OUTLET PIPE ELEVATION AND NOT FROM THE BOTTOM OF THE FROP TEE. ORIFICE ELEVATIONS TO BE SET AT THE ELEVATIONS RED -LINED ON THE PLANS. 459.21 1458.081 Cox i I MAN FLOW RESTRICTOR SEE DETAIL �- (FOR SPECIFICATION REFER TO STD Q PLAN 237.00 OF CITY OF RENTON.) SHOWN ON THIS SHEET SCALE :1 "=2' R-41 0912 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS u� 0 EDEVELOPMENT ENGINEERING SURFACE WATER UTILITYJV% z l Sippo 03/30/2023 J Farah 03/30/2023 ' LLl Q DATE 2023/03/14 M A D U E N O SHORT PLAT FIELDBGOK: W PAGE: 19805 108TH AVE SE, RENTON, WA 98055 DRAWING NO: 0 COMBINED DETENTION 8c WET 12 0 VAULT DETAILS SHEET: 12-OF-42 o� 8 �6 61 �� ICB °`60. PORTION OF THE NORTHWEST 4, SECTION 5, TOWNSHIP 24 NORTH, RANGE 5 EAST. W.M. L5" CON WEST 59.8 + E �6 0 WATER LUG WATER METE �6 ° 15 CONIC S 459.76 � tk6�' 1.8 IGN 606 yHYDRANT 0� CC 0 5 c� 0 � ��° > TAX PARCEL 0522059112 6rL5`L 460 w rC S89° 3'48"E 650.30' N Y �` g6 60 \5 � i 0 91o 6 O 6 �� 6�' 6� J 1 ' fx`op ' D6 6O 1� �50 N59 �60 �60 0 r° m �60 v1 �6ti rk6� p6`L' N6� �` �6 < P 6 N D�6 0 Q J z 6� ¢ 5 6 °� b16 9 6b' 654� HYDRA6p z 0 �60 OD -5 0 c N 6- b0 610 �p61 � �6^\ 16 �61 O �620 D6�� 6�. 6�. �651 �. 6� - 6� �1 LJ 6 6 6 6 0 QD O 6 �6 �6ti N �6^\ �6 D p' N6 D�60 D�60' �6 w o 61 • � ARID �� 20 CEDARS 2 COTTO W D o' 5p �60' p 5 = 5 t b 6 60' 06 5 �' Sz �6^\ �` 6 [x61 �6 2 = 6 �6 0 �6 �° 2 �� 5 g o 'Z m D�60' �6 0 60 0' �60' 61 61 6� �6� 6 `L c� 6ti �6 62 �6 �. p�6 D�6 m �6 J� FLOW LINE OF EX RUDED CU � 461. 3 BOLL 462.13 462.5 w� �` 63.`f�' ° 6��L - N. � �6 IGHT 9 �. 6 30" CED R ° 28 CEDAR TW �6 �Om 6 g �g g 1gg" EDAf�6Tp�6 � g 18 G�A�6 65�9 20" CEDA g �� 5" CEDAR g 6�`� p�6�g O �� e 48 MAPLE QUAD 22" MAP All BOX,o 0 10� �6 �6 6 g 6� 42" CYCLONE FENCE 36" CEDAR TWIN �6 18" COTTONW00�462. p6 �6 �6 �6 .. CYCLONE F CE 13 CEDAR _7FENCE ��° POWER PO P WER PO o 20 ALDER k �6 �°� ��° ��° Lu "ALDE 8 ALDE 6 p�6 p�6 ��� ALDE 6 6 $ 6 6� d 26" OTTONWOOD WIN c 6 12" COTTON o`L' 20" ALDER N N6 � ° �' N �° 'I �° N �6 �° 468&3TRUD D CUR 4C �.~ SET CA 4 STAMPEWITH 6tx °�J �6� 5� �6 88 33 6�'I 6�. 6b �6 0 CEt�JTRE . LS 22338" ��' p�6 p�6�`� p�6 ��14 C �6 62� �6 °� 48 OTT W80D0 °� " 52 COTTONWOOD IN `L k 12 AL ER " SET N0.4 REB m 1.00 SOUT F CORNER rED CAP ST PE 00 J ON WEST PRO 6�°� �6 m 20 TT NWOOe od d d do d Nb CEf�TRE P L 2338 N 6 24 COTTO D WIN 6 Q �6 4" ALUMINUM CUL �6�6 " � �d 12" COTTONWOOD 12 AL ER Q 6� $ b1rol PRO ER Y LINE N N Ln AV 2.00 SO F CORNER 461.11 IE - 1 ^ c� 6� o �6� b166 ��° 468 3 469.1970.8 0 lF D16 D�6 0 6�' Nb N �l TER �6 - _ �6�� _ " kj0' ALDER �6 �°� bl �1 0 12 COT ONW08D c� p6� N 6�0 TROOF D6 6 Nb � K cD 48" COTTO WOOD TRIPLE p�6�? ROOF DRAT 1 �65� ROCKER`t�6� `i �� - tig d 18" C TTONWOOD �5 46" COTTONWOOD TWIN 36" COTTON OOD 6�� �' ^\ 6H USE 13" ALD �61 No ��° d12" COTTON OOD d D- �° U O - 6�� �6 -b�. `Ld12 COTTON�V00 t65� d N1'b18" TREE TRIPLE 36' 0 ONW D TWIN �6g Ln 6�' �` �` �618" COTTONWO 12" COTTON 2" COT ONW 0 �6 0 CD 0� z 61 91 '�' ° 12" OTT NWO� d d d, 9 d 8 COTTONWOOD k 15 �LPER 18" ALDER �6 �6� d 6`L SANITARY SEWER MANHOLE 16 �6 d 48 COTTONWOOD CLUSTER0 WTT OD 6�' d 16 COTTONWOOD �6 k 3 " COT NW OD TWIN W 6�1 RIM 463.65 p5 - ° c 12" COTTONWOOD ebb �6 �� �66 �6 p6 N6,k „d10 COTTONWOOD 18 COTTONWOOD �6 p-0 66�b 6�d110" COTTONWOOD 12 ALDER Nb Nb5 d 2 " COTTONWOOD TWIN 8" COTTONWOOD N:b U! Q 8" COTTONWOOD g d dd 18" COTTQQgt16 0 18 ALDER6 N6 d 30" COTTONWOOD TWIN 36" COTTONWOOD TWN COTTONWOOD o „ lub p�6��d „ �'I d 20" OTTONWOOD TWIN 6' 43 COTTONWOOD �6 rk6 ��1 A\ p�66' - 6� b6 4 COTTON WOOD N6 z 6� 51 ° N �` �� c� �` �` WOOD FENCE NO 6 U M ° - TAX PARCEL 0522059078 - �6 rn o (BG� 0 LLJ O c# �6�� �6� - kk 14" ALD 18" COTTONW00a �1' 0 DI 6� �6N $ 24" LDER TWI 6 d TTONWOOD 6 0 N6 0 d 30" COTTON OD TWIN t,?" 5.� 12" COTTONWOA �6� o �6�`� N6� �6tk6 - a10' SA T z �6 �N 05 6 o k12 ALD R �6 _ REC N0. 902200242. z�6b`� �6 �6 NEVERASTARLLDIF CONST " �� O7 `n D. k 12" ALDER - 6� t " COT T NWOOdD tD 6� 655 N6 �6p�° p�6�� �6�6N� �6� d 17" TTON�WOODO IN � Q � N d t N - �� d 24" COTT NWOIQ�b N6bF �6� 661 �6 �6'I d d 20" COTTONS �1 �N 0� W _ 5� 15 COTTONWOOD 18 COTTONWOOD d�j`2" COT ON OOD W tk 00 0 0 �6 24" COTTONWOOD 66 - d d 21" COTTONWOOD (/) z z 0 8" ALDE 24" COTTON�VOO,D TONW00 �6� �6 SET NO.4 REBAR WITH 0" FIR fN6 N66 N65 N6 0'I QED CAP STAMPED 10 FIR f$f „ 579.93 �65 t166 0 N d 2 " COTTONW�C� N 0 LO x CENT E P LS 22338 6 10 FIR 6 4 ALDER TWIN p g n�� . CID0. 6�` 0 �65 65 < �66 �66 • �6 �66 6' WOOD 66 �6� 6 �65 0 FENCE �6�' 65� 5 `� k �66 �65 COT ON WO(� 36" COTTONWOODS 0 0 w 4 WOOD FENCE �6 FENCE E ONE FENCE 5 CYCLONE �` 6 WOOD FEN w C�C6� �1 140.0( 0 1` ~ SHED 24" A DER TRIPLE �6 w Q 0 75 CID 5 4" ALUMINUM CULVERT w �6�`' 61.67 IE PLAN SCALE. 1 "=20' S89°53'48"E 649.93' o ��6 0 0 1 �6� �6 � � �61 • O7 N REDPSTMPDI t16 CAAE» 14" ALUMINUM CULVERT CENTRE PT. LS 22338 6 w 461.84 IE �6 6� o 0 6c �` rLg rn 6�. 00 M IL B XE � M ^\. M IL OX 00 SURVEYOR'S NOTES: BASIS OF BEARING: 00 CID�6Lo �` ° 1. THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED BY FIELD TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON 0 NU TRAVERSE w o TRAVERSE UTILIZING A ONE (1) SECOND THEODOLITE WITH INTEGRAL ELECTRONIC STATE ZONE COORDINATES. A CONVERGENCE ANGLE OF 01°01'23.24" COUNTERCLOCKWISE WAS 04 o u N DISTANCE MEASURING METER (GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) / APPLIED AT A PUNCH IN 3" BRASS DISC, INCASED, LOCATED AT THE INTERSECTION OF SOUTH U) �. w 0 STATIC GLOBAL POSITIONING SYSTEM (GPS). LINEAR AND ANGULAR CLOSURE OF THE 200TH STREET AND 100TH AVENUE SOUTHEAST. THE MONUMENT IS THE WEST QUARTER 0 1 w o TRAVERSE MEET THE STANDARDS OF WAC 332-130-090. CORNER OF SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST OF THE W.M. THE NORTH w Nbcl N o o w 2. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST IN THE SITE. ONLY THOSE WHICH ARE AMERICAN DATUM TO BE 157384.879 / 1300244.814 AT THAT POINT. THE INVERSE OF BOTH v 1 Q VISIBLE OR HAVING VISIBLE EVIDENCE OF THEIR INSTALLATION ARE SHOWN HEREON. THE SEA LEVEL CORRECTION FACTOR OF 0.999987135 AND THE GRID SCALE FACTOR OF Q CATCH BASIN 6 D6� a am 3. THIS SURVEY REPRESENT PHYSICAL IMPROVEMENT CONDITIONS AS THEY EXISTED 1.000015225 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. m TYPEDARD GR ��p5 11 x FEBRUARY 27, 2018, THE DATE OF THIS FIELD SURVEY. x RI 470.84 655 Q x 4. OFFSET DIMENSION SHOW HEREON ARE MEASURED PERPENDICULAR TO PROPERTY LINES. Q 15M CONIC N 460.74 IE �6 o �` 5. IT IS NOT THE INTENT OF THIS SURVEY TO SHOW EASEMENTS OR RESERVATIONS WHICH BENCHMARKS: 15" CONIC E 462.75 IE tk6� 6� MAY EFFECT THIS SITE. 1NG# 15" CONIC S 460.83 IE �6 BASE: ,,`� ,�, LADDER WEST gyp• 6. FULL RELIANCE FOR LEGAL DESCRIPTIONS AND RECORDED EASEMENTS HAVE BEEN CITY OF KENT BENCHMARK NO. 7073 p`?�,aE WA_ �` Q 6�� PLACED ON THE TITLE REPORT FROM C W TITLE INSURANCE COMPANY COMMITMENT PUNCH IN 3" BRASS DISC, INCASED, LOCATED AT THE INTERECTION OF SOUTH 2O0TH STREET'` t` ORDER NO. BH-40218954. DATED SEPT. 12, 2018. NO ADDITIONAL RESEARCH HAS AND 100TH AVENUE SOUTHEAST. 0 12" CONCRETE CULVERT 461.93 IE BEEN ATTEMPTED ELEVATION: 343.77 FEET 41773 I,C" 10 $ DESCRIPTION: �.� �PST09 ��`� °c SITE: fiJSiQfl� LEGAL DESCRIPTION THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL THE NORTH 2 2 ACRES OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SET MAG NAIL IN ASPHALT, AT THE NORTHWEST CORNER OF SITE ON THE WEST SIDE OF EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. AGENCIES NORTHWEST QUARTER IN SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST, W.M., IN KING 106TH AVENUE SOUTHEAST. +/-27.1' WEST-NORTHWEST OF WATER VALVE, +/-18.3' 202303-115 R-41 0913 0 THE NORTH 2 2 ACRES OF THE SOUTH EAST QUARTER OF THE INVOLVED SHALL BE NOTIFIED WITHIN A REASONABLE TIME COUNTY WASHINGTON; SOUTHEAST OF CATCH BASIN. SOUTHEAST QUARTER OF NORTHWEST QUARTER IN SECTION 5, PRIOR TO THE START OF CONSTRUCTION. EXCEPT THE EAST 30 FEET FOR ROAD; ELEVATION: 462.25 FEET = TOWNSHIP 22 NORTH, RANGE 5 EAST 5 EAST, W.M IN KING COUNTY ALSO EXCEPT THE RIGHT OF WAY FOR 106TH AVENUE SOUTHEAST; IN COMPLIANCE WITH CITY OF RENTON STANDARDS WASHINGTON. INFORMATION SHOWN ON THIS DRAWING REGARDING EXISTING UTILITIES AND ALSO EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON FOR SURVEYED BY: EXCEPT THE EAST 30 FEET FOR ROAD. IS COMPILED FROM TOPOGRAPHY SURVEY BY CENTREPOINTE CONSULTANTS. STATE ROUTE 515 BY DEED RECORDED UNDER RECORDING NO. 8906291184; PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE AND CONFIRM SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. ALSO EXCEPT THE RIGHT OF WAY FOR 106TH AVENUE SOUTHEAST: THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, AND ADVISE AND ALSO EXCEPT THAT PORTION THERE OF CONVEYED TO THE STATE THE ENGINEER OF ANY POTENTIAL CONFLICTS. OF WASHINGTON FOR STATE ROUTE 515 BY DEED RECORDED UNDER RECORDING NO 8906291184: SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON CENTRE Ccasunmft, inn, P.S. 1.1'?il9 29�h Street. avast, PC-) - Surinec, WA 9839(i 253-987-5.92A main 253-987-78`19 fax u_+>rN t1r. D WOODS 7fiE."XL1. Ivy: n LARSCIN DATE: MAP 15, 2918 M, NAME TOPO S,MI. 1,. _ 23. iir T7.: _760 DEVELOPMENT ENGINEERING O % "�- z CALL 48 HOURS Michael Sippo 03/30/2023 Ll BEFORE YOUR DIG CALL 811 Q SURVEY BENCHMARK CITY OF RENTON BM 1852, BRASS DISC IN CONIC SI SI NE 4TH ST AND 148TH AVE SE. PUBLISHED 138.614 METERS NAVD 88 = 454.769 FEET CITY OF RENTON BM 2110 - 1/8" BRASS PIN IN 3" CONIC MON IN CASE AT THE SI OF SE 176TH ST AND 1 16TH AVE SE PUB ELEV = 448.162 NAVD88 SURVEY CENTREPOINTE CONSULTANTS 14209 29TH ST E #105 SUMNER, WA 98390 PHONE: (253) 987-7859 CONSULTANT MAINLAND ENGINEERING CONSULTANTS CORPORATION UNIT 206 8363 128TH STREET SURREY, B.C. V3W 4G1 TEL: (604) 543 8044 FAX: (604) 543 8104 EMAIL: CIVIL@MAINLANDENG.COM SURVEYED: SURVEYED SCALE: AS SHOWN ONE INCH VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM C :.� CITY � R E N TO N Planning/Building/Public Works Dept. M AD U EN 0 SHORT P L_AT 19805 108TH AVE SE, RENTON, WA 98055 EXISTING CONDITIONS DATE 2023/03/14 L-LJ 4. REISSUED FOR REVIEW SGC 2023/03/14 AB DESIGNED: EM 3. REISSUED FOR REVIEW SGC 2022 12 02 AB FIELDBOCK: PAGE: 2. ISSUED FOR REVIEW sec 2021 /04/14 AB DRAWN: MK 0 DRAWING NG 13 1. ISSUED FOR REVIEW AB 2020/06/19 AB CHECKED: RM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N0. REVISION BY DATE APPR APPROVED: AB SHEET 13_OF_42 El- LEGAL DESCRIPTION m O THE NORTH 2 � ACRES OF THE SOUTH EAST QUARTER OF THE N__ SOUTHEAST QUARTER OF NORTHWEST QUARTER IN SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST 5 EAST, W.M IN KING COUNTY WASHINGTON. O EXCEPT THE EAST 30 FEET FOR ROAD. ALSO EXCEPT THE RIGHT OF WAY FOR 106TH AVENUE SOUTHEAST: k 0 I N I AND ALSO EXCEPT THAT PORTION THERE OF CONVEYED TO THE STATE 0 OF WASHINGTON FOR STATE ROUTE 515 BY DEED RECORDED UNDER W RECORDING NO 8906291184: ,,5 SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON I I LEGEND REFER TO SHEET #10 FOR TIE IN DETAILS EXISTING PROPOSED DESCRIPTION I W O W Q PROPERTY LINE - TIs INTERCEPTOR SWALE X SILT FENCE 1 OVERFLOW DIRECTION TREE PROTECTION FENCE 0 a CATCH BASIN -TOP & SIDE INLET O LAWN BASIN(D) BY DEVELOPER GRAVELED AREA 3 ' I ,y S J ky I A"fi Cn rJ I 9 6�0 h�•I I`6 gp I Qy �y�a III 0:51.5,I C2 20 J611 II III tom• II y R y ,,y6 h e GEOTECHNICAL NOTES °y�y $�ti �yga 8.1.8 GROUNDWATER INFLUENCE ON CONSTRUCTION U AT THE TIME OF OUR INVESTIGATION, GROUNDWATER WAS ENCOUNTERED W IN TWO OF THE TEST PITS BETWEEN 1 AND 2 FEET BELOW EXISTING D SITE GRADES. THE GROUNDWATER APPEARS TO BE PERCHED BETWEEN FILL OR WEATHERED GLACIAL TILL AND UNDERLYING GLACIAL TILL 0 MATERIALS. j WE ANTICIPATE THAT TYPICAL SUMP EXCAVATIONS AND PUMPING WILL In ADEQUATELY DE -WATER TRENCHES AND OTHER SHALLOW EXCAVATIONS. I 8.1.9 PAVEMENT RECOMMENDATIONS THE NEAR SURFACE SUBGRADE SOILS GENERALLY CONSIST OF SILTY SAND WITH GRAVEL. THESE SOILS ARE RATED AS FAIR TO GOOD FOR ,�°ti6i ge PAVEMENT SUBGRADE MATERIAL (DEPENDING ON SILT CONTENT AND MOISTURE CONDITIONS). WE ESTIMATE THAT THE SUBGRADE WILL HAVE p5i9 A CALIFORNIA BEARING RATIO (CBR) VALUE OF 8 AND A MODULUS OF "61ry rn SUBGRADE REACTION VALUE OF K = 180 PCI, PROVIDED THE W SUBGRADE IS PREPARED IN GENERAL ACCORDANCE WITH OUR j W RECOMMENDATIONS. 6 1.0I WE RECOMMEND THAT AT A MINIMUM, 12 INCHES OF THE EXISTING I >Bo I g1 SUBGRADE MATERIAL BE MOISTURE CONDITIONED (AS NECESSARY) AND k6, C22D) (� RE -COMPACTED TO PREPARE FOR THE CONSTRUCTION OF PAVEMENT SECTIONS. DEEPER LEVELS OF RECOMPACTION OR OVEREXCAVATION AND REPLACEMENT MAY BE NECESSARY IN AREAS WHERE FILL AND/OR LOOSE SOILS ARE PRESENT. THE DEPTH TO SUITABLE SOILS IN THESE AREAS COULD BE UP TO 4 FEET BELOW EXISTING GRADES. "6 I THE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 95 PERCENT OF I i 6ti5� THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM TEST METHOD �61� I a6ti D1557. IN PLACE DENSITY TESTS SHOULD BE PERFORMED TO VERIFY PROPER MOISTURE CONTENT AND ADEQUATE COMPACTION. HOWEVER, IF " U)�) THE SUBGRADE SOIL CONSISTS OF FIRM AND UNYIELDING NATIVE GLACIAL SOILS A PROOF ROLL OF THE PAVEMENT SUBGRADE SOIL MAY 1 BE PERFORMED IN LIEU OF COMPACTION TESTS. 7' II `b v I t ' THE RECOMMENDED FLEXIBLE AND RIGID PAVEMENT SECTIONS ARE I BASED ON DESIGN CBR AND MODULUS OF SUBGRADE REACTION (K) I I VALUES THAT ARE ACHIEVED, ONLY FOLLOWING PROPER SUBGRADE 6' 11 , PREPARATION. IT SHOULD BE NOTED THAT SUBGRADE SOILS THAT HAVE RELATIVELY HIGH SILT CONTENTS WILL LIKELY BE HIGHLY SENSITIVE TO asa MOISTURE CONDITIONS. THE SUBGRADE STRENGTH AND PERFORMANCE CHARACTERISTICS OF A SILTY SUBGRADE MATERIAL MAY BE 0- Nu)'t 6 �yy.0 Ryeya6�415 :* 10 DRAMATICALLY REDUCED IF THIS MATERIAL BECOMES WET. �o~9DM BASED ON OUR KNOWLEDGE OF THE PROPOSED PROJECT, WE EXPECT �y1' THE TRAFFIC TO RANGE FROM LIGHT DUTY (PASSENGER AUTOMOBILES) i TO HEAVY DUTY (DELIVERY TRUCKS). THE FOLLOWING TABLES SHOW co i THE RECOMMENDED PAVEMENT SECTIONS FOR LIGHT DUTY AND HEAVY ,! DUTY USE. `�� I aI ASPHALTIC CONCRETE (FLEXIBLE) PAVEMENT LIGHT DUTY ASPHALTIC CONCRETE AGGREGATE BASE* COMPACTED SUBGRADE** 2.Oin. 6.Oin. 1 2.Oin. HEAVY DUTY ASPHALTIC CONCRETE AGGREGATE BASE* COMPACTED SUBGRADE** 3.Oin. 6.Oin. 12.Oin. PORTLAND CEMENT CONCRETE (RIGID) PAVEMENT ASPHALTIC CONCRETE AGGREGATE BASE* COMPACTED SUBGRADE** 5.0in. 5.0in. 1 2.Oin. *95% COMPACTION BASED ON ASTM TEST METHOD D1557 **A PROOF ROLL MAY BE PERFORMED IN LIEU OF IN PLACE DENSITY TESTS DETENTION VAULT TO BE USED AS TEMPORARY SEDIMENT POND. AS PER SWDM SECTION D.2.1.5, A 10-YEAR PEAK FLOW USING THE APPROVED MODEL WITH 15-MINUTE TIME STEPS SHALL BE USED FOR SEDIMENT POND. BUT THE DETENTION VAULT IS ALREADY DESIGNED FOR 100-YEAR (SEE ATTACHED ON THIS DRAWING). 6 2 1 �# FA PORTION OF THE NORTHWEST 0SECTION 5, TOWNSHIP 24 NORTH, RANGE 5 EAST. W.M. EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: CONSTRUCTION SEQUENCE: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND 1. PRE- CONSTRUCTION MEETING. SEDIMENT CONTROL ( ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN) NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT 3. FLAG OR FENCE CLEARING LIMITS. THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS. THEY SHALL BE ADDED 4. INSTALL CATCH BASIN PROTECTION AS SHOWN ON PLAN. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE (S) 6. INSTALL PERIMETER PROTECTION (SILT FENCE) 7. CONSTRUCT SEDIMENT TRAPS AS SHOWN ON PLANS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT AS SHOWN ON PLAN 10. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS AFTER THE ESC STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT' S CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS 11. COVER THE ALL AREA WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST- PROJECT CLEANUP IN ORDER THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD TO FULFILL PROJECT ESC REQUIREMENTS. FIBER MULCH COMPOST PLASTIC SHEETING OR E UIVALENT. Q12. 4. THE BOUNDARIES OF THE CLEARING LIMITS SENSITIVE AREAS AND THEIR BUFFERS AND AREAS OF STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. °"�;a ORIFICE #3(0.82" DIA) 4• VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN( S) SHALL BE CLEARLY 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. OVERT OWY 6 ELBOW INV EL=457.21DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY 15. UPON COMPLETION OF THE PROJECT ALL DISTURBED AREAS MUST BE STABILIZED EL=460.7 MAX. WS=460.7OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. AND BMPS REMOVED. ORIFICE #2(,.39" DIA) a".03 ELBOW INV EL=456IA)�•-� DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ ESC SUPERVISOR FOR THE BMP LEGEND Flr w Frequency Return Periods for Predeveleped. POC #1 � 18.0" RISER� DURATION OF CONSTRUCTION. PRESERVE NATURAL VEGETATION Return Period Flow(cfs) 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND STABILIZED CONSTRUCTION ENTRANCE Y er'r ����MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN ear`s 14J AND TRACK- OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF TEMPORARY AND PERMANENT SEEDING 10 year 0.1 125 SHEAR GATE , -°•MIN. SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH PLASTIC COVERINGS yE;ar 1�89� DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM C140 = DUST CONTROL 50 year 0.208101OUTLET ENTERING WATERS OF THE STATE. PIPE 6. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/ MATERIALS ON HAND 100 year 0`238021 OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS 52.70 AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL C15 =MATERIAL DELIVERY STORAGE AND CONTAINMENT Flow Fregluency Return Periacis for Mitigated. PO'C. #�l 0.50%SLOPE0 SUCH TIME THAT CLEARING AND/ OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON- SITE CERTIFIED EROSION AND SEDIMENT CONTROL LEAD Return Period Fiow(cfs) ORIFIC EL PLATE WRH DRILL A 0.5" IN°PLATE „2 EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE OUTLET PROTECTION ec�r 0 038055 BOLTED TO FLANGE OR DRILLED TO CAP 0�IMPLEMENTATION, SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON- SITE EROSION DOES NOT EXIST. THE MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE STORM DRAIN INLET PROTECTION 5 year 0.069954 o a DURING CONSTRUCTION WHEN THE RESPONSIBILITY OF THE APPLICANT. 10 year /ti�y`tj U.7a J DETENTION VAULT IS ACTING 7. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET SILT FENCErJ year 0.132�181 AS SEDIMENT POND, FILL a THIS AREA WITH J" WASHED ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL a CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO SEDIMENT POND 50 year 0�163185 aa7.1s a GRAVEL. AFTER CONSTRUCTION241TEMPORARY IS OVER, CLEAR THIS AREA ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, AREA OF DISTURBANCE 10} ear y 0 195459 BEFORE COMMISSIONING OF THE VAULT' IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE DETENTION VAULT ACT AS MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF ANY DISTURBANCE TO SEDIMENT POND THE RECEIVING DRAINAGE SYSTEM. TEMPORARY EXISTING DITCHES TO BE 100� © MIN.1 PIPETEMPORARY APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE FROM SWALE REINSTATED WITH TO DETENTION VAULT8. DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. AND TO BE CAPPED (NEAR"Y") TOPSOIL AND SODAFTER SERVICING ROAD & PAVEMENT IMMEDIATELY(TYPICAL) HAVE BEEN COMPLETED. STABILIZED CONSTRUCTION ENTRANCE PER STD 3" CLEAR GRAVEL PLAN21510 RIP RAP 9. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE \ SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 10. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR p1`�s TWO DAYS DURING THE WET SEASON ( OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE W DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE (n 6 APPROVED ESC COVER METHODS (E.G. SEEDING MULCHING PLASTIC COVERING ETC.) IN CONFORMANCE �� WITH APPENDIX D OF THE RENTON SWDM. Ab1 0 EXISTING SANITARY TEMPORARY SWALE WITH CHECK DAMS W m o$y 1 1 . WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL RIM EL=463.65 AS FLOW CONTROL MEASURE DURING > �� $_°� 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. a gp. S INV=443.70 CONSTRUCTION (REFER TO SHEET #15 a 12. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE y N INV=443.60 DITCH PROTECTION DETAILS) \ �,096 ADDRESSED WITHIN SEVEN (7) DAYS. b15 01 = QI°9 13. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A 6g GRAVEL ON ACCESS TO BE I... MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR a�a�p ��1os MORE FREQUENTLY AS REQUIRED BY THE CITY. 1 6 5' UTILITY NO DISTURBANCE TEMPORARY INLET MAINTAINED ALL THE TIME pp EASEMENT ON NEIGHBOURING PROTECTION AS PER STD TILL ASPHALT PAVING IN 0 14. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD LOTS - PLAN-216-30 PLACE r PLAN 216. 30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF ?°M6p.�11 �yga Ayg� eyo1 e , , A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED �1 601 °p �o R6y g MIN. 10 X10 CONCRETE 11ph TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND �R. WASHOUT AREA AS PER �10y REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. p.'� �y0• eA R6p:S Ab °. bpp0 6 y fS i ky n6;6o5ti py o• 06l eta°� ,� �� 1y lye �,' �1a ° 2 e ti6 �ti. tig °�ti " �y / FIG D.2.2.2.A, LOCATION 15. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. y L• a1h� �' "6 Q61 462.57 �3 � b, °° MAY VARY ���°y ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING 1 ti 1 1 462.3 6�ry 0 A6 p6`y ��• - 110� OPERATION SHALL NOT FLUSH SEDIMENT- LADEN WATER INTO THE DOWNSTREAM SYSTEM. y. Ab3j- 1 A� a6 ' /6 ti �� Abp6-,• r� \ 4Y CYCLONE FENCE WAN _ -71 m_. ��l 0 m = iiiiii�riiviiiiiWA oiiiiiiiniiiiii��riiiiiiiiiiiiii •iiriiiiiiii iiiiiiiiiiiiiiiiiiiiiiii :.y�:�s�i:�.r°i- �': iii ice- ii T , r, ter. ,�� �� ,��� • : • : ; :::::: - - ■ I • • • - - •- - - - • - - - • mom -' may. ay k �6 may. 1 1 LL y 60 Wh6 a •jS �gS y'S 0 W $y Ib ❑MAIL B X MAIL B XE a 9 a�yyyR I... 01 ��6N kI ` A� yy 0 � Ir r 10, SURVEY BENCHMARK CITY OF RENTON BM 1852, BRASS DISC IN CONIC SI NE 4TH ST AND 148TH AVE SE. PUBLISHED 138.614 METERS NAVD 88 = 454.769 FEET CITY OF RENTON BM 2110 - 1/8" BRASS PIN IN 3" CONIC MON IN CASE AT THE SI OF SE 176TH ST AND 116TH AVE SE PUB ELEV = 448.162 NAVD88 SURVEY CENTREPOINTE CONSULTANTS 14209 29TH ST E #105 SUMNER, WA 98390 PHONE: (253) 987-7859 E ENCIRCLED WITH SILT ENCE OR COVERED WITH OILY SHEETS, LOCATION AY VARY (TYPICAL) ANY DEWATERING FROM DEVELOPMENT TO BE TREATED TO AVOID SILT LADEN WATER DISCHARGE TO STORM DRAINAGE SYSTEM ANY DISTURBANCE TO LOTS TO BE STABILIZED WITH MULCH OR VEGETATION IMMEDIATELY ETAINED WITH SILT FENCE PER YPICAL) STD - PLAN-214-10 NO DISTURBANCE ON NEIGHBOURING LOT NO HAZARDOUS MATERIALS ARE PERMITTED ON THE SITE. REFER TO SWPPS NOTES SEE SHEET 15 OF 42. F OFFSITE TREES YPICAL) �N>■1]6llol:4:0_1RySII EXISTING 8' SANITARY EASEMENT THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. AGENCIES INVOLVED SHALL BE NOTIFIED WITHIN A REASONABLE TIME PRIOR TO THE START OF CONSTRUCTION. INFORMATION SHOWN ON THIS DRAWING REGARDING EXISTING UTILITIES IS COMPILED FROM TOPOGRAPHY SURVEY BY CENTREPOINTE PLAN SCALE. 1 "=40' CONSULTANTS. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE AND CONFIRM THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, AND ADVISE THE ENGINEER OF ANY POTENTIAL CONFLICTS. CONSULTANT MAINLAND ENGINEERING CONSULTANTS CORPORATION UNIT 206 8363 128TH STREET SURREY, B.C. V3W 4G1 TEL: (604) 543 8044 FAX: (604) 543 8104 EMAIL: CIVIL@MAINLANDENG.COM 4. ISSUED FOR REVIEW SGCj 2023 03 14 3. ISSUED FOR REVIEW SGCJ 2022/12/02 2. ISSUED FOR REVIEW SGCI 2021 /04/14 1. ISSUED FOR REVIEW AB 2020/06/19 IN 0. REVISION BY DATE SURVEYED: SURVEYED SCALE: II I 1 -40 ONE IN VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM AB DESIGNED: EM AB AB DRAWN: MK AB CHECKED: RM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY A P P R APPROVED: AB 1° 16. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 17. AREAS DESIGNATED ON THE PLAN( S) CONTAINING EXISTING STORMWATER FACILITIES OR ON- SITE BMPS AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. �10$ 18. PRIOR TO THE BEGINNING OF THE WET SEASON ( OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 19. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT ��1' SEDIMENT- LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND GASOVALVE STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON- SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. 3.0' MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. ROAD 20. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. DEDICATION ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE ASRETAINING WALLS. ALL ROCKERIES IN CITY ROAD 10'.0 RIGHTS- OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE EASEMENT OF ROAD RIGHTS- OF- WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. Igo CALL 48 HOURS BEFORE YOUR DIG CA 811 I CITY OF NkSJRENTON • Planning/Building/Public Works Dept 2023-03-15 R-41091 4 N 00 N LO 0 0 0 J 7 U 0 N 0 0 0 0 Ln 0 0 0 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING 0 � �z Michael Sippo 03/30/2023 Lil MADUENO SHORT PLAT 19805 108TH AVE SE, RENTON, WA 98055 TEMPORARY EROSION AND SEDIMENT CONTROL & SWPPS PLAN Q Q U I I W DATE: 2023/03/14 FIELDBOOK: PAGE: � DRAWING NO: 14 SHEET: 14_OF_42 0- PORTION OF THE NORTHWEST 4, SECTION 5, TOWNSHIP 24 NORTH, RANGE 5 EAST. W.M. 0 -� SILT FENCE -- - •� - - TOP OF FABRIC BELT O TOP R" \ F_OlN CONSTRUCTION ENTRANCE NOTES: 100%CCNPACTION \ DIAGONAL ATTACHMENT a5\HC'R�O 1 DRIVEWAYS SHALL BE PAVED TO THE EDGE OF THE RIGHT-OF-WAY Q EACH SIDE \ I DOUBLES STRENGTH �'�'� PRIOR TO INSTALLAT ON OF THE \ \ R = 25' MIN, �� CONSTRUCTION ENTRANCE TO AVOID DAMAGINGOFTHE - -rAm { ROAC WAY. 2 MAX, �.{.. . + • .. - - z. ENTRANCE CRomlEu so TEFIAT LEVEL BorroM 2� 1 i//\�,� , i •Y \/�� I -jll..::: RUNOFF DRAINS CFF THE PAD i / \ 11 . '!~ - "• 12' MIN. ATTACHMENT DETAILS: 10 MIN.- ,y .. 1. GATHER FABRIC AT POSTS, IF NEEDED.40 INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE //'•,/; i_, ,. �/////\1 2. 'JIILILE THREE TIES PER TOP B•OF DITCH PRESENT. AS PERCITY �TMIPL� FABRIC. RID 3. ROAD STANDARDS _� 1 POSITION EACH TIE DIAGONALLY, PUNCTURING HOLE5 VERTICALLY A MINIMUM OF 1' APART. a'-B" QUARRY SPACES � S'NALE SPACING DEPENDS ON SLOPE GRADIENT 4. HANG EACH TIE ON A POST NIPPLE AND TIGHTEN / _ 'r' - 4• - - `'� .,- *.. %jI SECURELY. USE CABLE TIES (50 LBS) OR SOFT WIRE. - - - - - - - - - - - - - - - - GEOTEXTILE -•' r PROVIDE FULL WIDTH OF ROLL OF SILT FENCE INGRESS/EGRESS AREA. - PLOW 12" MIN. THICKNESS NOTES: �+Px•-,4, _ �_ y�' ~'�''I' - - NOTES: u F ~ 1. CONDITIONS OF USE 1. CONDITION OF USE - - 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER 1.1. REOW RED AT: - _ _ -- • -I' * '� ' - PAVED AREAS WITHIN 1,000 FEET OF THE SITE. 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 311-1t1 V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF, 1.2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADGTION TO THE MAIN SUBDIVISION 1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELOW. : • ;r �•� -hG` -ccz:�- OPERATION SLICING BLADE (18mm (11/18") WIDTH) p l-\ \\ FABRIC ABOVE GROUND I �J \1 ENTRANCE, STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTHIWIDTH TO PROVIDE VEHICLE ACCESSIPARKING, BASED ON LOT 5 ZE=NFIG'JRATION. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUM-'NG UP INTO THE ROCK PAD. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS: GIilU3 TENSILE SII2LNG'II IAUIM W6321 200 CBS. MIN. AVERAGE ELOPE ELOPE PERCENT FLOW PATH LENGTH - - , - 20H:1 V (OR LESS) 3-5% 300 FEET (107020;HAV 5-10% 200 FEET (4 TO 10)HAV 10-25% 1DO FEET 42 TO 4)H.1V 2E 50% 50 FEET GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) 2. DESIGN AND INSTALLATION SPECIFICATIONS-+- \ 2D0-300ffin CBR PUNCTURE STRENGTH (ASTM D624') 4,AA LBIS MIN- 2.1. FOR SLUPLS S I'LLPLR THAN EH:1 V WITH MORL THAN 10 FEE. I OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER SPACED r, ' \��/� /r \/�\� �, (B• 12"1 A05 {ASTM D4751) 20�5 (U.S. STANDARD SIEVE SIZE INTERCEPTOR SWALES MAY BE USED THE DESIRED MEASLRE MUST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY tii •�. HORI216NTALCHISEL POINT i76mm(3'1WIDTH)`; \, ,� RUNOFF TOASEDIMENT POND ORTRAP. '' 2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE V INIMRED. 22. DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE pA LEVELS IN STORMINATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 3. MAINTENANCE STANDARDS 2.3. HOG FUEL IWOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS. DITCH �pOTC/�TIoAI DETAIL CT A l l HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE O° QUARRY SPALLS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. PROTECTION EC 1 IY G 1 A L O IF THE -TOG FUEL S NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL 15 BEING CARRI ED ONTO PAVEMENT. 3.2. IF T1 TIE FACILITIES 00 NOT REGULARLY RETAIN STORM RUNOFF, TI iE CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE INCREASED. 2A- FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCT ON ENTRANCE. N.T. S NOTES: 2:5- WHENEVER POSSIB_E, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM COMPACTED SUSGRADE- THIS CAN SUBSTANTIALLY INCREASE THE FFFFOTivFNFSS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE W 1. POST SPACING: T MAC. ON OPEN RUNS 4' MAX. ON POOLING AREAS. 3,. MAINTENANCE STANDARDS 2. POST DCPTI I: AS MUCI I DCLOVP GROUND AS FABRIC ADOVL GROUND. 3.1 QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3 PONDING HEIGHT 24"MAX ATTACH FASR C TO UPSTREAM SIDE OF POST. 32 IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING. AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL 4. DRIVE OVER EACH SIDE OF SILT FENCE 2 TO TIMES WITH DEVICE EXERTING 60 P-S.I- OR GREATER. WASH, IF WASHING IS USED,. IT SHALL BE DONE ON AN AREA COVERED WIT-1 CRUSHED ROC{ AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 33 ANY SFDIMFNT THAT IS TRACKED ONTO PAVEMENT SHALL RF REMOVFOIMMFDIATFI Y RY S'NFFPINO THES=DIMENT COILECTFD RY SWFFPING SH M L RE Q 5 NO MORE THAN 24.OF A 36• FABRIC RC _L IS ALLOWED ABOVE GROUND. REMOVED OR STABILIZED ON SITE THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING S INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH TEL STREETS, A SIVLALL SUMP MUST BE CONSTRUCTED. -HE SEDIMLNT WOLLD THEN BE 6. VIBRATORY PLOW IS NOT ACCEPTABLE BECAUSE OF HORIZONTAL COMPACTION. WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 3.4 ANY QUARRY SPALLS THAT ARE LOUSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5 IF VE-IICLES ARE ENTERING OR EXITING THE SITES AT PC INTS OTHER THAN THE CONSTRUCTION ENTRANCES). FENCING SHALL BE INSTALLED TO CONTROL UNLESS OTHERWISE NOTED, DRAWINC IS NDT TO SCALE (NTSI TRAFFIC. UNLESS OTHERWISE NOTED, ORdW ING IS MOTTO SCALE (NTS) UNLESS OTHERWISE NOTEC, DRAWING IS MOTTO Srer c INT51 STD. PLAN - 214A0 nq STD. PLAN - 215.10 STD. PLAN - 217.10 E PUBLIC WORKS ED. PROVED PR D: U ' DEPARTMENT SILT FENCE INSTALLATION BY SLICING IGAZ 9/28/2018 I R PUBLIC WORKS STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 1 PUBLIC WORKS INTERCEPTOR SWALE 9/28/2018 I W � DEPARTMENT � DEPARTMENT GAZ Pu:IkNb4sAd,Neawur DATE vNc vier AAn:asrW 047E nmr .".,,,o-,er DAB /-0 I� 5' MAX. In DRAINAGEGRATE TRIM SWPPS NOTES: GRATE FRAME N FIGURE DI.2-2.A CONCRETE WASHOUT AREA (ABOVE GRADE) 1. NO CONCRETE TRUCK WASHING IS PERMITTED ON -SITE. WASHING TO BE DONE AT THE BATCH PLANT C OVERFLOW ONLY. RETURN UNUSED CONCRETE REMAINING IN THE TRUCK AND PUMP TO THE ORIGINATING BATCH Ln PLYWOOD 4'X2' WOOD FRAME SECURELY PLANT FOR RECYCLING. 7- PAINTED WHITE FASTENED AROUND 2. WASH OFF HAND TOOLS INCLUDING, BUT NOT LIMITED TO, SCREEDS, SHOVELS, RAKES, FLOATS, AND UELQW INLL I GRAIL JLVIL;L ENTIRE PERIMETER WITH BLACK LETTERS TWO STAKES TROWELS INTO PERMITTED AREAS ONLY. TE WHEIGHT PLASTIC 3. CONTRACTOR SHALL HANDLE AND DISPOSE CLEANING WASTE MATERIAL AND DEMOLITION DEBRIS IN PROPER r� k. I � PLAS SEDIMENT AND DEBRIS 1Wr�1 �BHM [}"} LINING MANNER THAT DOES NOT CAUSE CONTAMINATION OF WATER. LAG SCREWS W _a - 4. NO HAZARDOUS MATERIALS ARE PERMITTED ON THE SITE. THE HAZARDOUS MATERIALS INCLUDING: W WMIN. 3. WOOD POST - PETROLEUM PRODUCTS SUCH AS FUEL, OIL AND GREASE -_ 3,• x 3' x 8' SECTION B-B FILTERED 1 12' OVERFLOW 21- SOIL STABILIZERS AND BINDERS (e.g., POLYACRYLAMDE) %� WATER- 1r CEPTH r-CROCK DEPTH OUTFLOW CHANNEL IF 3' NITS - FERTILIZERS, PESTICIDES AND HERBICIDES V / 24' MIN. SETTLING DEPTH CONSTRUCTED BY EXCAVATION !10 KIIN. RECOLIMENDEr�I - DETERGENTS 3 Irt - ASPHALT AND CONCRETE COMPOUNDS 0 35Ts r 6MAx. CONCRETE WASHOUT SIGN DETAIL - HAZARDOUS CHEMICALS SUCH AS ACIDS, PAINTS ETC. FILTER FABRIC FENCING NTS W mu PLASTIC 5. THE PROPOSED DETENTION VAULT SHALL BE USED AS A SEDIMENTATION POND, AND HAS ENOUGH LINING z CAPACITY AS PER SECTION D.2.1.5 AND D.2.1.5.1 OF 2017 CITY OF RENTON SWDM. CONTRACTOR TO 1.5'MIN SEDIMENTSTORAT.,E �WASHEDHGRAVEL1rY _J==� I� STAKE �'�' MAKE SURE THAT THE DISCHARGE WATER SHALL BE REGULARLY TESTED WITH THE TURBIDITY METER. THE n16GAUGE (TyP•) VARIES TURBIDITY VALUE OF THE DISCHARGED WATER SHALL ALWAYS REMAIN BELOW 25 NTU, WHICH IS THE SECTION VIEW TWO -STACKED CROSS SECTION �" STEEL WIRE BENCHMARK SET BY THE WASHINGTON STATE DEPARTMENT OF ECOLOGY. IF THE TURBIDITY VALUE IS 2x12 ROUGH GREATER THAN THE BENCHMARK VALUE OF 25 NTU BUT LESS THAN 250 NTU, CONTRACTOR TO WORK � STAPLE DETAIL WOOD FRAME UNDER THE DIRECTIONS OF THE CSWPP SUPERVISOR AS DESCRIBED IN THE SECTION 1.2.5.2 OF 2017 DRAINAGE GRATE _ NTS CITY OF RENTON SWDM. (RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM (TYP.) OVERFLOW SPILLVlAY6'MIN. WIDTH STAPLES (2 PELE) PLAN 6. THE CONCRETE WASHING, CHEMICAL STORAGE AND OTHER HAZARDOUS MATERIALS ARE NOT PERMITTED ON R B�A NTs THE SITE, SO THERE IS LIKELY NOT ANY CHANCE OF CHANGING THE PH VALUE OF THE STORM DRAIN WOOD OR - 10 rnI I PLASTIC TYPE "ABOVE GRADE" VATH WATER. ,1 METAL STAKES LINING WI PLANKS 7. LIMIT ONSITE PARKING FOR CONSTRUCTION EQUIPMENT AND CONTRACTOR VEHICLES TO A DESIGNATED AND (2PER SALE J CONTROLLABLE AREA. STRAWBALES(2 I NATIVE MATERIAL 8. THE MAINTENANCE AND REPAIR OF HEAVY EQUIPMENT AND VEHICLES ARE NOT PERMITTED ONSITE. BALES HIGH. MAX.) (OPTIONAL) 9. MAINTAIN AND REPAIR ALL POLLUTANT CONTROL BMPS AS NEEDED TO ENSURE CONTINUED PERFORMANCE t �` Ift OF THEIR INTENDED FUNCTION IN ACCORDANCE WITH BMP SPECIFICATIONS. r4 i' r MIN. OVERFLOW BYPASS (TYP.) ORIGINAL GROUND SECTION A -AT 10. AS THE PROJECT DISTURBS MORE THAN ONE ACRE OF LAND CSWPP SUPERVISOR IS REQUIRED AND THEY ' ! SAND OR GRAVEL -FILLED NTS MUST BE A CERTIFIED PROFESSIONAL IN PERSON AND SEDIMENT CONTROL OR A CERTIFIED EROSION AND BELOW INLET GRATE DEVICE BAGS IN CORNERS SEDIMENT CONTROL LEAD WHOSE CERTIFICATION IS RECOGNIZED BY CITY. 19 MIN. RECOMMENDED 1 1 . CSWPP SUPERVISOR SHALL DO TIMELY INSPECTION AND SHALL BE RESPONSIBLE FOR THE PERFORMANCE, STRAW SAND OR GRAVEL -FILLED, MAINTENANCE AND REVIEW OF ESC AND SWPP MEASURES AS DESCRIBED IN CSWPP STANDARDS. 13" SEDIMEN'STORAGE BALES - BAGS IN CORNERS 12. DURING STORM EVENTS, CSWPP SUPERVISOR SHALL MONITOR DISCHARGES FROM PROJECT SITE INTO CITY ISOMETRIC VIEW 24•SETTLNGDEPTH812"DEPTHOF2'J'RCCK, 1Z'DEPTHOF3f4"-1112- WASHED GRAVEL (TYP_) o WEDGE LOOSE STORM SYSTEM WITH HELP OF TURBIDITY METER. STAKE STRAW NOTES: (TYP.) BETWEEN BALES 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM CRAN IN LETS DOWNSLOPE AND WITT IN 50C FEET OF A DISTURBED OR A CONSTRUCTION AREA UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. NOTES: VARIES - THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL 1. MAYBE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM NOTES- EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. AGENCIES NII 3. THECONTRIBUTGDRAINAGEAREANOT BELARGER TEAM ONE AORE. 10mdPLASTIC INVOLVED SHALL BE NOTIFIED WITHIN A REASONABLE TIME 4. SIZE THE BELCW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. LINING - 1. ACTUAL LAYOUT DETERMINED IN PRIOR TO THE START OF CONSTRUCTION. 5. THE BIGDSHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). _ THE FIELD 2. THE CONCRETE WASHOUT SIGN 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD'WITHOUT SPILLING THE CO-LECTED MATERIAL. SHALL BE I NSTALLED WITHIN 30' PLAN OF THE FACILITY INFORMATION SHOWN ON THIS DRAWING REGARDING EXISTING UTILITIES 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01-311 +.5 1 IS COMPILED FROM TOPOGRAPHY SURVEY BY CENTREPOINTE CONSULTANTS. 8, AMY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. TYPE "ABOVE GRADE" WITH STRAW BALES PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE AND CONFIRM UNLESS OT-IFR'A'I<_FNOTPD DRA'mNCISNOT -0SCALE (NTS) THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, AND ADVISE UN1E550TRERWISSTD. ,DRAWING2 6.3OT SCA.E (NTSI STD. PLAN -211,00 ABOVE GRADE TEMPORARY CONCRETE WASHOUT FACILITY THE ENGINEER OF ANY POTENTIAL CONFLICTS. STD. PLAN - 216.30 PPR D: R PUBLIC WORKS PPR ED: NTS' PUBLIC WORKS CATCH BASIN INSERT 9/29/2018 1 � DEPARTMENT SEDIMENTTRAP GAZ 9/28/2018 1 ', DEPARTMENT GAZ a,Nm wen�nam:,nc.., FATE Fmla wntar.an,nsuso, DATE R 41091 5 IN COMPLIANCE WITH CITY OF RENTON STANDARDS "ro, *Nt (9 DEVELOPMENT ENGINEERING AomttkArl.,' Michael Sippo 03/30/2023 �L CALL 48 HOURS 41773 BEFORE YOUR F%5SYaNI �o 2023-t73-15 DIG CALL 811 SURVEYED: SCALE: DATE: SURVEY BENCHMARK CONSULTANT SURVEYED VERTICAL: NAD 1983/1991 Y 0 NAVD 1988 C C T CITY OF RENTON BM 1852, BRASS DISC IN CONIC SI SI NE 4TH ST AND 148TH AVE SE. PUBLISHED 138.614 METERS MAINLAND ENGINEERING CONSULTANTS CORPORATION 4. ISSUED FOR REVIEW SGC 2023 03 14 AB DESIGNED: N.T.S ® M ADU EN 0 SHORT PLAT 2023 03 14 FIELDeooK: NAVD 88 = 454.769 FEET 3. ISSUED FOR REVIEW SGC 2022 12 02 AB EM RENTON 19805 108TH AVE SE, RENTON, WA 98055 PAGE: CITY OF RENTON BM 2110 - 1/8 BRASS PIN IN 3 CONIC MON IN CASE AT THE SI OF SE 176TH ST AND 116TH UNIT 206 8363 128TH STREET 2. ISSUED FOR REVIEW SGC 2021 04 14 AB DRAWN: AVE SE PUB ELEV = 448.162 NAVD88 SURREY, B.C. V3W 4G1 1. ISSUED FOR REVIEW AB 2020/06/19 AB CHECKED: MK ONE IN DATUM DRAWING No: AT FULL SCALE Planning/Building/Public Works Dept. TEMPORARY EROSION AND SEDIMENT 15 SURVEY TEL: (604) 543 8044 FAX: (604) 543 8104 RM IF NOT ONE INCH CENTREPOINTE CONSULTANTS 14209 29TH ST E #105 SUMNER, WA 98390 PHONE: (253) 987-7859 EMAIL: CIVIL@MAINLANDENG.COM AB N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY CONTROL DETAILS SHEET: 15_OF_42 (N� W N LC) 0 0 V J U N 0 0 0 0 0 0 0 0 Q n� 0 m 0 t"2"LETTERING g � TF4v� / r DOLT HOLES - 3 PLACES O FRAME AND VANED GRATE •70• 5 T, C G" 12'. OR 2V ONE ✓13 BAR HOOP FOR 6" HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION \O\s EQUALLY SPACED 120" APART ON aauaa - - - BOLT -DOWN SLOT, 12' SEE DETAIL AND NOTE I I TE I l� � FRAME AND VANED GRATE 1lq" RENT ON 9 DRAIN (1) 1DIA. PICKHQLE j I OUTFACE TO STREAM I DUMP HO POLLUTANTS BOLT -DOWN SLOT DETAIL COVER BOTTOM VIEW SEE NOTE 4 SEE NOTE 1 CLEAN SURFACE AND BOTTOM AREA. '\ - - - - - - - - - J i I.W LETTERING PROVIDE JNIFORM CONTACT. THE SURFACE % m PLAN VIEW AREA OF THE BASE SECTION MUST BE TOP \ MORTARED TO TV E BOTTOM AREA OF THE ADJUSTMENT SECTION ADJUSTMENT SECTION :)I6^ HEI;LssLJJ LL1 TEHwc �0 W'.11 x 1.5 SS RUBBER NQt sFF �, NOTES: 1 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN 25" DIA, WASHER `)•Y' / B IN THE PRECAST BASE SECTION. FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION / 1' pl / 9.05.WS)I. OR WIRE MESH HAVING A MINIMUM AREA OF 1 1 0.12 SQUARE INCI IES PER FOOT SI IALL BE USED WITI I THE MINIMUM REQUIRED REBAR SHOWN IN THE 1 _ - / 2 112 ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS ANACCEPTABLE ALTE RHATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH #3 BAR EACH CORNER I I I HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER 3. I FOOT MAY BE USED. I I ✓ S z I I COVER SECTION VIEW EON BOLTING DETAIL 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 2(r KNOCKOUTS SHALL HAVE WALL THICKNESS ` w OFT MINIMUM TO 2.5' MAXIMUM. PROVIDE A 1.5' I I 5' / MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE I ' / OLITSIDF OF THE PIPF AFTFR THIF PIPF ISINSTAI I FD, r ISOMETRIC 51 FILL THE GAP WITH JOINT MORTAR 'N ACCORDANCE WITH -� #3 BAR EACH SIDE STANDARD SPECIFICATION 9.04.3. / zD° 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO v THE LOWEST PI-E INVERT SHALL BE 5 FEET. 5' ?!3 BAR EACH WAY 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE BASE SECTION 20" i/2' DIA. FLANGE DOWN. 24" 2S 114' DIA, - PRECAST BASE SECTION S. THE PRECAST BASE SECTION MAY HAVEA ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE CIF 7 OR 8 EQUAL SPACES NOTES: 6 1/4' 1 v1B 1 H:24V OR STEEPER. F,,� ii4"DIA. NEOPRENE GASKET KET 1 1116' THE OOVER OR ORATING OF A CATCH BASIN SHALL NOT BE ADJUSTED TO FINAW. GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, 1 DIRECTION FLOW 31 03 BAR I IOOF B. THE OPENINS SHALL BE MEASURED AT THE TOP OF THE DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO �- / PRECAST BASE SECTION. MCRTAR IN PLACE IN ACCORDANCE WITH VJSDOT/APNA STANDARD SPECIFICATION 7-05.3. / I 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE 2. SHIMS SHALL NDT BE USED TO SET FRAME -O GRADE. THE USE OF SHWAS IS PROHIBITED. T 6" 118 INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR 1 SOW MAX. J 43 BAR EACH NONSHR NK APPLICATIONS IN ACCORDANCE WITH R1(8" STANDARD SPECIFICATION 9-20.3(2). 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR -O PLACEMENT. CORNER 16"MIN. SECTION A SECTION B 23 3l8' DIA. CL DIEM B. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN 4. ONLY BY APPROVAL OF THE CRY, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Y2 BOND. 5i8' MORTAR IN ACCORDANCE WITH STANDARD 1 5. BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMEN- SECTION WITH MORTAR. GASKET GROOVE DETAIL SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE AND CUTSIDE OF ALL JOINTS, RINGS, RISERS, AND 275/t E' DIA. FRAMES 6. MCRTAR SHALL MEET THE REQUIREMENTS OF WSDOT/AP1'JA STANDARD SPECIFICATION 9-04-3 O I 7. PICK I LIFTING HOLES ARE TO BE GROUTED'WATER TIGHT. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD NOTES: 9. MORTAR SHALL S SPECIFICATION MIXED AND APPLIED PER 9.20,3(2). 34 VS' DIA. R'S MANUFACTUREDIRECTIONS. 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND 8- MCRTAR SHALL BE MIXED AND APPLIED PER MANUFACTURERS DIRECTIONS, COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE By THE FRAME THATARE VERTICALLY ALIGNED WITH THE GRATE OR FRAME SECTION VIEW TAPPING, UNTIL FRAME IS FI ISH WITH PAVEMENT AS COVER SLOTS. THE FRAME SHALL ACCEPT THE 518'-11 NC x T ALLEN W DE -ERMINED WITH A STRAIGHT EDGE OF SUFFICIENT 9 FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED NOTES: . SU=FICIENT LENG-H. LENGTHMECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 1. ALL COVERS SHALL BE LOCKING UD PER EJ No. 3717C1 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND ' D ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AMID REMAIN VISIBLE UPON COMPLETION. OR APPROVED EOJAL. 3EE NOTE 1 REMAIN VISIBLE UPON COMPLETION. 2. REFERTO STANDARD SPECIFICATION 9.05.15(2) FOR ADDITIONAL REQUIREMENTS. ALTERNATIVE PRECAST BASE SECTION DNL=S<OTHFRWISFNOTFD,DRAWING 1%NOT TDSCALFINTS) 3. FOR FRAME DETAILS, SEE STANDARD PLAN204.00. UNIFSSOTHFRWISFNDTF.,ORAWINGISN(-T:ISCAT F(NTS) Q VNLESS OTHERIV SE NOTED, DRAWING IS NOT TO SCALE (NTSI STD. PLAN - 200.00 STD. PLAN - 202.00 UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE INT51 s�• PUBLIC WORKS APPR�. FC ip�• PUBLIC WORKS PR° STD. PLAN - 204.20 Ds STD. PLAN - 204.50 s1� DEPARTMENT CATCH BASIN TYPE 1 (jpZ 9/28/2018 �,♦ DEPARTMENT CATCH BASIN INSTALLATION �,q� g�zg/2018 1 t PUBLIC WORKS ROWs PUBLIC WORKS PP v DEPARTMENT RECTANGULAR VANED GRATE (z'Az 9/28/2018 1 �, DEPARTMENT STORM ROUND FRAME AND COVERZ a; 28/2ols 1 'Wlk W"rkv Adn nii.a:oATE F"hl c Wa'tt Admn,a[nh:W DATE G r,nr Wn�saansssWxm ]ATE sJeae zmnerna, bloc A'aro- adn,n >Waia. DAIk U III D 0 � n I__L rol PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR FLAW CONCRETE 1P ALL METAL PIPE 1S CPSSP^, STD. SPEC. 9-05.20 12" SOLID WALL PVC, STO. SPEC. 9-115.12(1) 15_ PROFILE WALL PVC. STC. SPEC. 9.05.12(2) 15' ' CORRUGATED POLYETHYLENE STORM SEWER PIPE CATCH B.451N FRAME ANC VANED GRATE PER STD. PLAN 204.00 r RECTANGL LAR OR CIRCU-AR ADJUSTMENT / SECTION (TWO SECTIONS MAX.) f! MOR-AR. (TYP.X SEE NOTE 5 28•NAAK 16"IAAAX FLATSLABTOP SEE STANDARD PLANS 1.0, 110.1, 110.2, AND 111 FOR PAVEMENT RESTORATION REQUIREMENTS SURFACE RESTORATION AS SPECIFIED IN CONTRACT DOCUMENTS , 48". 54'. 60". 72". 8.1•, - -- 12" MIN. - EXISTING PAVEMENT SURFACE s 96" 120' OR 144' SEE NOTE 6, TYP. \\ 15' IAAX. FOR C' MAINTANCE STEPS OR - PRIVATE ROOF DRAIN LADDER EN / COLLECTOR PIPE: ,v^J \ 8' AIN SEE NOTE 4 LOT LINE, TYP- W DIA MIN `^ C" DIA MIN. ROOF DRAIN PRIVATE TYPE I0,6% MIN. L_ 12" ITYP.) STUB WITH CLEANOUT (TYP.) CATCH BASIN 2 FT Nil V. COVER NEAT LINE TRENCH 'CRUSHED SURFACING TOP COURSE" PER W SDOT STD. SPEC 9-03.9(3)- COMPACTED -T 1 • MIN. v✓ v p v TO 96% OF MAXIMUM DENSITY HOUSE (TYP.) I 1'O"RING 2.6"MAT(. =T- REINFORCING STEEL, (TYP.) MIN. 12' MAX. 1P- a GRAVEL BACKFILL FOR PIPE ZONE 1 I 1 12" 6 BEDDING PER WSPOT STD. SECTKNJ 9-03.1213) \ Y 'CRUSHED SURFACING TOP COURSE" -ER 3'MIN . WSDOT STD. SPEC 9-03,9(3).'BANK RUN SEPARATE DASE INTEGRAL I RI PRECAST PRECAST WITH RISER \ GRAVEL FOR TRENCH BACKFILL' PER S. %mod WSDOT STD. SPEC 9-03.19, OR 'GRAVEL BORROW- PER WSDOT STD. SPEC 91 COMPACTED TO 95% OF MAXIMUM DENSITY C \ r r \ SD SO SD PRIVATE JOINT ' UTILITY 5' MIN. W UMHNT CURB, SIDFWAI. K CITY STORM DRAIN (SO) SYSTEM R.O.W. LINE PRIVATE STORM DRAIN (SD) SYSTEM, BENCH AS NEEDED FOR S. SHORING SYSTEM WHEN I \/\ S" MIN. DIA PIPE, SEE NOTE 1 / ROOF DRAN TO CONNECT INTO CITY r CATCH BASIN II MIN SIZE TYPE 1 NOTES: DEPTH IS 4' OR GREA-ER /% \� CLEANOUT, TYP AT EVERY 90', 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR -ESS. PI-E I \ OR 2ND 45' BEND, AND AT 100' MAX. SPACING ON STRAIGHT -SECTIONS 2. THE BOTTOM OF THE PRECAST CAM I BASIN MAY BE S-OPED TO FACILITA-E CLEANING. PIPE ZONE BEDDING AND BACKFILL I 3. THE RECTANGULAR FRAME AND GRATE MUST BE PER STD. PLANS 220.00 AND 220. 10 I NOTES: INSTALLED WITH THE FLANGE DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION 1. SEE STD. PLANS 220.00 AND 220.10 FOR PIPE MATERIALS AND MINIMUM COVER REQUIREMENTS. 4. KNOCKOUTS SHALL HAVE.4 WALLTHICKNESS OF 2" MINIMUM I O 2.5' MAXIMUM. PHOVIUE A 1 5" MINIMUM GAP BETWEEN THE KNOCKOUT YJALL AND THE OUTSIDE OF THE 2- 1 HE HUM AND FUU I ING DRAIN SYS I EMS ARE PRIV.AI ELY MAIN I AIMED. PI PE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH I• SEE NOTE 1 �I JOINT MCRTAR IN ACCORDANCE WITH STANDARD 3. FLOW PATTERN SHOULD BE TO THE NEAREST CB IF GRADE ALLOWS. OR TO THE NEXT DOWNSTREAM CO. SPECIFICATION 9-04.3, UNPAVED AREAS I PAVED AREAS 4. ROOF DRAIN COLLECTORS MUST BE ANALYZED FOR CAPACITY, SIZED FOR 25-YEAR PEAK FLOW. 6. ALL GRADE RINGS, RISERS, AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD S-ECIFICA710H 9-04.3. A PVC PIPE MUST BE SDR 35 OR THICKER AND MEET THE REQUIREMENTS OF ASTM D3034. 6. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE 6. PVC PIPE USED IN PRNATELY MAINTAINED DRAINAGE SYSTEMS MJST BE WHITE IN COLOR. CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED ECL'AL). WHEN CONNECTING TO 7. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REGLiREMENTS. AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. NOTES: 8. AREA DRAIN WITHIN CRAWL SPACE IS ALLOWED TO CONNECT INTO THE STORM DRAINAGE SYSTEM W TH 7. MORTAR SHALL BE MIXED AND APPLIED PER THE FOLLOWING CONDITIONS. MANUFACTURER'S DIRECTIONS, 1. SEE WSDOT/APWA STANDARD SPECIFICATIONS SECTION 2-09.4 FOR MEASUREMENT OF TRENCH WIDTH. A- THE CONNECTION IS TO BE TIGHT LINED A MINIMUM OF 10' OUTSIDE OF THE FOUNDATION, AND IN NO 8. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY --RAMIE CASE CONNECTED UPSTREAM OF IHE FOOTING DRAIN SYS] EM FOR THE HOUSE. TAPPING JNTIL IS FLUSH WITH PAVEMEN-AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT 2. EXCAVATIONS OVER V CEEP SHALL COMPLY WITH THE SAFETY STANDARD LENGTH. DESCRIBED IN CHAPTER 295-155 PART N OF THE WAG. B. THE AREA DRAIN MUST 9E ROUTED THROUGH A SUMP PUMP SYSTEM PRIOR TO CONNECTION TO THE PUBLIC STORM DRAINAGE SYSTEM TO HELP PREVENT BACKUP DURING SURCHARGE CONDITIONS 9. ALL MORTAR JOINTS SHALL BE TRIMMED FLLSH AND CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN, WALL THICKNESS MIN. BASE MAXIMUM THICKNESS KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48' 4- 6' 36' 8" 54' 4.5" 8' 42' 8" 60• 5" S' 48" 8' 72" 6" 8' 60' 12' 84" 8" 12' TV 12" 96" 8" 1T 34' 12" 170' 7fW" 12' A[i 12" 144' 12" 1T ICE' 12" PIPE ALLOWANCES PPE MATERIAL WITH MAXIMUM INSIDE DIAMETER CATCH BASIN DIAMETER CONCRETE ALL METAL CPBSP' SOLID WALL PVC2 PROFILE WALL PVC, 48• 24' 3Y 24" 30" 30" 54• 30. 36, 30' 36, 36" 1. 36' 42' 36' 42" 42" 72' 42' 54' 42" 40" 40' B4• 154' 6D' S4' 48' 48' 96• 60- 72' 60' 48" 48' 120' 66' 84' M. 49' 48' 144• 78" 95, 60' 48' 48' 'CORRUGA.TED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-0520) 2 STD, SPEC. 9-Ofi.12(1) ' STD. SPEC. 9-05.12(2) 3. MAXIMUM BACKFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED. AS REMAINVISIBLE UPON COMPLETION. DETERMINED BY PIPE MANUFACTURER. 4. IN PAVED AREAS, F PIPE HAS LESS THAN 3' OF COVER, USE'CRUSHED SURFACING TOP COURSE" FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE. JNLFSS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) 5. SEE CONST7UCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. AO% R, STD. PLAN - 201.00 PRIPUBLIC WORKS JNLESSOTHEF.WISE NOTED, O�AWINE IS MOTTO SGILE INTSI UNLESS OTHERWISE NOTED, OP.AWIAG IS NDT TO SCALE (INTS) DEPARTMENT CATCH BASIN TYPE 2 GAZ s/z$/zols I STD. PLAN - 220.20 STD. PLAN - 225.00 GATE s. H PUBLIC WORKS P" s PUBLIC WORKS TYPICAL PRIVATE STORM DRAIN J91iCif8✓�d 6Y: �R� DEPARTMENT TYPICAL TRENCH AND BACKFILL GAZ 9I2s/zols I ;F� DEPARTMENT COLLECTION SYSTEM actin Pastucha 8' 13/zo wb t nt.W�o-aWmrcna.wW 0A'E Nkw1tV4,'�.4*Hy-D.. DATE R 410 � 16 IN COMPLIANCE WITH CITY OF RENTON STANDARDS =�h Qic WAsyDEVELOPMENT ENGINEERING �SURFACE WATER UTILITY CALL 48 HOURS Michael Sippo 03/30/2023 � J Farah 03/30/2023 417`` BEFORE YOUR p 73 /,i OF�.$gf C l S S Ep ��r,\�' NAI 2023403.15 DIG CALL 811 SURVEY BENCHMARK CONSULTANT 5. REISSUED FOR REVIEW SGC 2023/03/14 AB SURVEYED: SCALE: DATE: SURVEYED VERTICAL: NAND 1988 • CITY OF RENTON BM 1852, BRASS DISC IN CONIC SI NE 4TH ST AND 148TH AVE SE. PUBLISHED 138.614 METERS 4. ISSUED FOR REVIEW SGC 2022 12 02 AB AS SHOWN HORIZONTAL: NAD 1983/1991 2023 03 14 NAVD 88 = 454.769 FEET MAINLAND ENGINEERING CONSULTANTS CORPORATION DESIGNED: EM C TY O M AD U EN 0 SHORT PLAT FIELDBCUK: '� CITY OF RENTON BM 2110 - 1/8" BRASS PIN IN 3" CONCONIC3. ISSUED FOR REVIEW SGC 2021 /04/14 AB RENTON MON IN CASE AT THE SI OF SE 176TH ST AND 116TH UNIT 206 8363 128TH STREET 2. ISSUED FOR REVIEW MK 2020/06/19 AB DRAWN: MK ONE 108TH AVE SE' RENTON, WA 98055 DRAWING No: AVE SE PUB ELEV = 448.162 NAVD88 SURREY, B.C. V3W 4G1 ONE INCH DATUM SURVEY 1. ISSUED FOR REVIEW MK 2019/11 /19 AB CHECKED: RM AT FULL SCALE Planning/Building/Public Works Dept. 16 TEL: (604) 543 8044 FAX: (604) 543 8104 IF NOT ONE INCH CENTREPOINTE CONSULTANTS 14209 29TH ST E #105 SUMNER, WA 98390 PHONE: (253) 987-7859 EMAIL: CIVIL@MAINLANDENG.COM NAB 0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY STORM SEWER DETAILS SHEET 16_OF_42 #6 BARS @ 7- SPACING 12- (TYP.) 20"X224" DIA., 4V 48' DIA.. OR 54- MAX DIA. HOLE 8" 2' (TYP) 17" 1"MIN. I 9" 2 1r2' NIAX. 84- or 96" FLAT SLAB TOP PREFABRICATED LADDER 12 MIN. 6T 96 BARS @ W SPACING 1 STEP 9 uz' MAX, 20"x24', 24" DIA., 48' DIA„ OR 54" DIA. HOLE - Lr ITYP.) - MIN. 8" 1' MIN. 2 1/2" MAX. 72" FLAT SLAB TOP 24' '8"MIN. 42 #4 BARS @ V SPACING MIN- ILMAX 43' MIN. _ 20x24QR 24'DLA HOLE TYPICAL ORIENTATION ECCENTRIC CONE SECTION " 2(TYP.) IL 1 FOR ACCESS AND STEPS R. l" MIN. 21fY MAX, 48", 34", or 60- FLAT SLAB TOP ��. S. 2", 4", W, 12". OR 24" ONE 93 BAR HOOP FOR 6' �� r HEIGHT NCREMENT(SPACED EQUALLY), SEE NOTE 1 / �S• V T, 4'. 11 1 V. OR 24' ONE X'3 BAR HOOP FOR 5' HEIGH I INCREMENT (SPACED EQLALLY), CIRCULAR ADJUSTMENT SECTION SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION NOTES: 1. AS AN ACCEPTABLE ALTERNATIVE TO REBAR. WIRE MESH HAVING A MINIMUM AREA OF 112 SQUARE INCHES PER FOOT 61AY BE USED FOR ADJUSTMENT SECTIONS. UN L=SS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE INTS) DS STD. PLAN - 204.60 s PUBLIC WORKS MISCELLANEOUS DETAILS FOR "PBVULZ '�,�► DEPARTMENT DRAINAGE STRUCTURES 9/28/2018 1 s�� xl+ne�an D.ST F I U 1 0 0 z LLl Q Q ffl PORTION OF THE NW 4, SEC. 5, TWNSHP. 24 N, RGE 5 E, W.M. M O T 0 W I— N �I w w G) Irrigation Water Meter, See Civil Plan 20' dia. Street Light Offset (typ.) 0+83.00 1 _100.00 Mailbox J_ Cnr T 3 ' ULI Finish Grading Note: Leave 2' Wide Shoulder Adjacent to Sidewalk and then Slope Up @ Max. 3:1 to Retaining Wall - Vault Lid. Min. 4" Depth of Crushed Agg 'Collars' at Grates & Manholes and Paths. i_L F n n n ---- Irriaation Point LOT 1 Outline of Vault below Retaining Wall --74.0'I_— 2-1-50.00 LOT 2 , ��I I % _OOffsetet (typ.) y� 3+n0.00 3+50.00 4+00.00 4+50.00 -- Street Light 5+0( Root Barrier (typ.) bet Tirst row oT piants aajaceni to sidewalk/ curb back 18'. F_ F_ ' �A �OT 3 LOT 4 ; LOT 5 74-0 —�—— Existing Trees to Remain (typ.) Tree Protection Fencing, , See Civil Plan I I 74.0' O O N Cn M LU N 74.0' (6 Emergency Gate —��I Western Portion 0' 10' 20' 40' 20' dia. Street Light SCALE: 1" = 20'- 0" NORTH �- Offset (typ.) T44ST SOO 1 +1_- O0 6-�8 PLANT SCHEDULE _49.1 c LU Qty. Symbol Botanical/ Common Name Size/ Remarks - - TREES: 2 Nyssa s. 'Red Rage'/ BLACK TUPELO min. 2-1/2" cal., street .Sw 5 Parrotia p• 'JL Columnar'/ PERSIAN SPIRE min. 2" cal. azz a z n.az na ,.v<n�;rn� I ✓I ,� 9fE'u ✓ 10 Carpinus caroliana/ AMERICAN HORNBEAM min. 2-1/2" cal., street tree form ri K 5 i Chamecyparis o. 'Gracilis'/ SLENDER HINIKI CYPRESS min. 6' hgt. 0 _ 16 Polystichum munitum / SWORD FERN min. 5 fronds @ 12" ea. it \ 4 min. 2" cal. 337 zn� Prunus I. 'Mt. Vernon'/ DWARF LAUREL min. 12" spr. I 11 17 Ribes s. -King Ed. VII'/ FLWG. CURRANT min. 24" hgt. C SHRUBS/ PERENNIALS/ GROUNDCOVERS: 0 , Tree Protection Fencing, I I 115 O Spirea n. Snowmound / SPIRES 2 gal. I See Civil Plan � i I -0/ � � � � � �,q 32 � Cistus x hybridus/ ROCKROSE min. 18 spr. I �— / 28 Syphoricarpus albus/ SNOWBERY 2 gal. (� 97 \���� Epimedium x v. 'Sulphureum'/ BISHOPS CAP 1 gal. @ 30" o.c., tri. spacing LOT 6! 32 Vaccinium ovatum/ EVERGREEN HUCKLEBERRY min. 24" hgt. I ; I/ 17 Ilex c. 'Convexa'/ JAPAN. BOXLEAF HOLLY min. 18" spr. 3. Ln Split Rail Fencing N .166 1 I .I R � ' 2003 Mahonia repens/ CREEPING MAHONIA 1 gal. @ 24 o.c., tri. spacing DARK TYPE w/ Signage TRACT R /\/� C T i 'DEDICATION DEDICATSON 2 Miscanthus s. 'Morning Light'/ MAIDENGRASS 5 gal. - Plant sizes are specified per the American Standard for Nursery Stock, Publication- � N I i May 2, 1986 sponsored by the American Association of Nurserymen, Inc. O _� Remove and Dispose of all I 0 I Noxious -Invasive Weeds and I I 9 Myrica californica/ PACIFIC WAX MYRTLE min. 4'0" hgt., tree form - If plant quantity shown on schedule conflicts with what is represented by symbol on Plan, the quantity represented by symbol shall be used. O Plants in Tree Protection � I / II 50 Pennisetum 'Hamlyn'/ DWARF FOUNTAIN GRASS 1 gal. Tract. Apply a min. 3" Depth / j' of'Arborist's Chips' or Coarse i 1 0 .0 }' I Shredded Bark. _ EASEMENT R-410917 Existing Trees to Remain � (typ.) I �/ � IN COMPLIANCE WITH CITY OF RENTON STANDARDS Existing Trees to Be I Removed (typ.) / I� 45� DEVELOPMENT ENGINEERING 4 CURRENT PLANNING 4_0`-� CIVIL ENGINEER CALL 48 HOURS MHerrera 04/04/2023 M _ 7 4. 0� _ _ _ 74.0 �_! i I SURVEYOR ARBORIST LANDSCAPE ARCHITECT Michael Sippo 03/30/2023 � / OWNER MAINLAND ENGINEERING CONSULTANTS CORPORATION CENTREPOINTE CONSULTANT EARTH DANCE DESIGN GLENN TAKAGI BEFORE YOUR Eastern Portion 22115AMORRISLAVEL S. SURR Y,6 B.UNIT 20,8C3 V3W 4G H STREET SUMONE R,gWA 98390 105 SEA17LE WAS98102 SHORELINE, WAS98133WAY N DIG CALL 811 RENTON, WA 98055 PHONE: (604) 543 8044 PHONE:(253) 987-7859 PHONE: (206) 789-3188 PHONE: (206) 542 6100 SURVEY BENCHMARK CONSULTANT SURVEYED: SCALE: VERTICAL: NAVD 1988 rf02A/10/1 O DESIGNED: CITY OF KENT BENCHMARK NO 7073 PUNCH IN 3" BRASS DISC Glenn Takagi 4 REVS PER 6.6.22 GT 2022/10/18 GT AS SHOWN HORIZONTAL: NAD 1983/1991 CITY OF MADUENO SHORT PLAT c LL C7 INCASED, LOCATED AT THE INTERSECTION OF SOUTH 2O0TH Landscape Architect 3 REVS PER 6.1.21 COMMENTS GT 2021/06/03 — STREET AND 100TH AVE SOUTHEAST. ELEVATION: 343.77 FEET rl 2 REVS PER 2.25.21 COMMENTS GT 2021/04/16 - DRAWN: _ RENTON P W. SURVEY 18550 Firlands Way N. 3 z ONE INCH DATUM 19805 108TH AVE SE, RENTON, WA 98055DPAWM Suite #102 Q�Q 1 ISSUED FOR REVIEW GT 2020/05/26 GT CHECKED: — AT FULL SCALE Planning/Building/Public Works Dept. 20 CENTREPOINTE CONSULTANTS 14209 29TH ST E #105 Shoreline, WA 98133 IF NOT ONE INCH PLANTING PLAN SUMNER, WA 98390 PHONE: (253) 987-7859 (206) 542-6100 N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY �r. — 20 OF42 N 00 N V) O O I d') T N 0 O Q J L0 O O T C) O T I LU T CV W W 17 U 4) U U N M O Cn J Q G) �_ U � _� O J c�E�.c� m 2 p o c — s= �0 c Q) �U Q o o �.� o 00 O7 G) N N L � � V% L T G) O QG) 3 00 00- a CD (Y U O O U 6 N OQ.� Q N 2" ROUND PRESS. TREATED PINE POLE (OR APPROVED EQUAL) SET TO LEE OF PREVAILING WINDS. AMENDED BACKFILL SECURE W/ LOOP OF CHAINLOCK. WOOD CHIP MULCH PER SPECIFICATIONS FORM 6" HIGH CONTINUOUS WATER BASIN II III i����Ill�lbll Ii��1Lb�l� I I I I ROOTBALL + 1'0" (MIN) I ' —UNDISTURBED NATIVE I i _ SOIL OR COMPACTED OR 3 TIMES WIDTH OF ROOTBALL SUBGRADE NIFEROUST_REEPLANTING1�NO��,CALE CHAINLOCK TIES MIN. 1.5 x 1.5 IN. APPROVED STAKE MATERIAL ALL STAKES SHALL BE DRIVEN OUTSIDE THE EDGE OF THE ROOT BALL. AMENDED BACKFILL 18"— DEEP ROOT BARRIER (PLASTIC), # AS REQUIRED (MIN. 10W). SET 1/2" BELOW GRADE ON SIDE TO BE PROTECTED (Public Street/Sidewalk). COMPACTED AMENDED BACKFILL. TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. 3 x ROOTBALL M u EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. 4 IN. HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL. —FINISH GRADE -PLANT PIT WITH ANGLED SIDES ROOT BALL IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 8 IN. INTO PLANTING HOLE. SET TOP OF ROOT BALL FLUSH TO GRADE 1-2 IN. HIGHER IN SLOWLY DRAINING SOILS. TIGHTEN TIES ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. CHAINLOCK SHALL BE LONG ENOUGH TO ACCOMMODATE 1.5 IN. OF GROWTH. n DECIDUOUS TREE PLANTING w/ ROOT BARRIER NOT TO SCALE I V J / B&B OR CONTAINERIZED SHRUB, TYP SET ALL PLANTS AT NURSERY LEVEL MIN 2"-3" OF MULCH (PER SPECS) \ / SHRUB BED SOIL PREPARATION DEPTH (SEE SPECS) FINISH GRADE ------------------ / _ ------ ---------- --- _ _----� DEPTH PER SPECS �-- REMOVE CONTAINER COMPLETELY OR REMOVE ROOTBALL DEP H BURLAP, WIRE & STRING FROM 1 TOP 2/3 OF ROOTBALL NATIVE BACKFILL WITH SOIL --- --- AMENDMENTS. (SEE SPECS.) ROOTBALL + VID" MIN UNDISTURBED SUBGRADE (PROVIDES FIRM BASE SO THAT OR 3 TIMES WIDTH OF ROOTBALL ROOTBALL WILL NOT SINK) SHRUB PLANTING NOT TO SCALE JUTE FABRIC UNDERNEATH BARK MULCH ON SLOPES R 2:1 2"MULCH (PER SPECS) SH GRADE CAL GROUND COVER NTED AT NURSERY LEVEL SOIL NATIVE MSOILMENT (SEE SIPECS) XED / SCARIFIED SUBGRADE SEE SPECS. GROUND COVER PLANTING NOT TO SCALE PORTION OF THE NW 4, SEC. 5, TWNSHP. 24 N, RGE 5 E, W.M. PLANTING NOTES: 1. Planting soil for new planting areas shall be an approved Compost cultivated into the existing prepared subgrade. If existing subsoil is determined to be not suitable by Landscape Architect, a pre -mixed garden soil with a 'Sandy Gravelly Loam' texture shall be used as an amendment. Provide textural and nutrient analysis for review and approval. Minimum soil specifications after amendments shall show a minimum organic content of 10% (by weight) and pH shall be between 5.5- 7.0. 2. Soil Preparation: On Grade Planting Beds: Determine/ attain shrub bed subgrade and cultivate to a minimum depth of eight inches (8"), clean/ remove all rocks, roots, debris over two inches in diameter. Lay a two inch (2") depth of Compost (or three (3") depth of imported soil mix) over entire bed and till again to a minimum depth of six inches (6") to incorporate Compost thoroughly into grade. Then lay a two inch lift of Compost (or four (4") depth of imported soil mix) and till again. (total of 4" of added Compost or total of 7" of imported soil mix). Note that finish grade of mulched beds shall be one inch (1 ") below adjacent paved surfaces. Planting Soil Over Storm Vault: Shall be imported pre -mixed Garden Soil as specified above. 3. Fertilize all installed plants during backfill operations with 4-2-2 Agro Transplanter as recommended by Manufacturer. Fertilize lawn with lawn 'Starter' fertilizer as recommended by Manufacturer (if applicable). 4. Substitutions or changes in materials and placement shall be made only on the written change orders as agreed between Contractor, Landscape Architect, City and Owner. 5. Mulch all ornamental beds with a minimum 2 inch (2") depth of approved coarse shredded bark 'mulch'. Finish grade of mulch shall be 1" below adjacent hard surfaces/ walls. 6. Stake trees per detail and as directed by Landscape Architect. 7. Maintenance: Provide landscape maintenance immediately after planting. Work to inlcude but not limited to pruning, resetting of plants, restoring eroded areas, adjustments to staking and removal of weeds/debris as required for healthy growth of plants. Maintain until Final Acceptance, but in no case less than 30 days (including a min. of two lawn mowings if applicable). 8. The Landscape Architect retains the right to inspect trees, shrubs and groundcover for compliance with requirements for plant size and quality at any time. This includes but is not limited to size and condition of rootballs, root systems, insects, latent injuries and defects. Remove rejected material immediately from project site. 8'-a' Sensitive Area Signs Per City of Renton Standards n SPLIT -RAIL FENCE WITH SENSITIVE AREA SIGNS OWNER CIVIL ENGINEER SURVEYOR JASWANT DHALIWAL MAINLAND ENGINEERING CENTREPOINTE CONSULTANT 2215 MORRIS AVE S. CONSULTANTS CORPORATION 14209 29TH ST E #105 RENTON, WA 98055 UNIT 206, 8363 128TH STREET SUMNER, WA 98390 SURREY, B.0 V3W 4G1 PHONE:(253) 987-7859 PHONE: (604) 543 8044 ARBORIST 9. Upon completion, the Contractor shall request a 'Substantial Completion' of the installed work. Upon completion of the inspection, the Landscape Architect shall prepare a Contractor's list of items to be completed or corrected (Punch List) and indicate the time period for their completion or correction. If based on the opinion of the Landscape Architect the bulk of the work is acceptable, a Provisional Acceptance shall be granted. The Landscape Architect will make an inspection for Final Acceptance of the Work upon request by the Contractor. If all of the items of the Punch List have not been completed to the satisfaction of the Landscape Architect, additional inspections will be scheduled at the request of the Contractor. Final Acceptance shall not be granted until all of the items of the Punch List have been completed to the satisfaction of the Landscape Architect. At this time the Landscape Architect shall certify in writing the Final Acceptance of the Work. 10. Replacement of Plantings: Remove from site and replace with new planting, at Contractors expense, any plant that is either dead or in unsatisfactory condition, as determined by Landscape Architect as soon as conditions permit within normal planting season. All replacement plantings are then to be under reinstated guarantee period, as specified. Identify these replacements and take whatever necessary steps to prevent similar demise of plant materials. 11. Warranty: This Warranty shall include replacing and planting same size and species of plant material shown on Drawings that is designated to be replaced by the Landscape Architect. Except for loss due to excessively severe climatological conditions (20 year weather charts), installed plant materials are required to be guaranteed until the end of one growing season against defects and unsatisfactory growth, except for cases of neglect/abuse by Owners/Others. All plants replaced shall be reinstated under plant guaranty conditions. Chamber Top of Post 45 Degrees To A Depth of 1" On All Four Sides Attach Pre -Printed Metal Sign To Post With Two 5/8" Dia. Galvanized Carriage Bolts EARTH DANCE DESIGN 117 E LOUISA ST SEATTLE WA 98102 PHONE: (206) 779-3188 SEN SI TI VE AREAS SIGN 5B NOT TO SCALE LANDSCAPE ARCHITECT CALL 48 HOURS GLENN18550 FIRLANTAKAGBEFORE YOUR 18550 FIRLANDS WAY N SHORELINE, WA 98133 D G CALL 811 PHONE: (206) 542 6100 GENERAL NOTES: 1. Coordinate work with other trades as required. Determine location of underground utilities and perform work in a manner which will avoid possible damage. Coordinate with Utilities Underground Location Center and Owner for locations of existing underground utilities, etc. servicing or routed through the site. 2. Provide protection of all property, persons, work in progress, structures, utilities, walls, walks, curbs and paved surfaces from damages incurred arising from this work. The Contractor shall pay for any such damage at no additional cost to the Owner. 3. Prior to beginning any construction activities, erect Tree Protection around existing trees to be retained if noted. See Plan/ Plant Schedule Notes. 4. During construction, keep pavements, building clean. Protect site and adjacent properties from damage due to construction operations, operations by other Contractors/trades and trespassers. Unfinished and completed work shall be protected from damage by erosion or trespassing, and proper safeguards shall be erected to protect the Public. 5. Staking and Layout: Immediately notify Landscape Architect in writing of any variance between plans and actual site. Landscape Architect has the right to adjust the location of elements. Verify layout with Landscape Architect prior to any installation work. 6. Verify installation conditions as satisfactory to receive work. Do not install any site elements until any unsatisfactory conditions are corrected. Beginning of work constitutes acceptance of conditions as satisfactory. When conditions detrimental to plant growth /constructed elements, are encountered such as rubble fill, adverse conditions, or obstructions, notify Landscape Architect. 7. Edging for Crushed Agg. shall be an Aluminum or Steel Edge (Perma-loc or Colmet) installed per Manufacturers Recommendations. Crushed Agg. shall be a minimum 4" compacted depth of 4" minus crushed gravel. R-410918 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING CURRENT PLANNING J�a MHerrera 04/04/2023 Michael Sippo 03/30/2023 I L SURVEY BENCHMARK CONSULTANT I SURVEYED: SCALE: UAI= VERTICAL: NAVD 1988 CITY OF KENT BENCHMARK NO 7073 PUNCH IN 3" BRASS DISC, Glenn Takagi 4 REVS PER 6.6.22 GT 2022/10/18 GT AS SHOWN HORIZONTAL: NAD 1983/1991 CITY 01C 2022 10 18 DESIGNED: _ M A D U E N O SHORT PLAT Fl�GK INCASED, LOCATED AT THE INTERSECTION OF SOUTH 2O0TH Landscape Architect �o 3 REVS PER 6.1.21 COMMENTS GT 2021 /06/03 RENTON PM: 18550 Firlands Wa STREET AND 100TH AVE SOUTHEAST. ELEVATION: 343.77 FEET _ DRAWN: 19805 108TH AVE SE RENTON WA 98055 DRAWING No- � a SURVEY y N. � 3 � 2 REVS PER 2.25.21 COMMENTS GT 2021 /04/16 ONE INCH DATUM , � Suite #102 Q 1 ISSUED FOR REVIEW GT 2020/05/26 GT CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. 2 CENTREPOINTE CONSULTANTS 14209 29TH ST E #105 Shoreline, WA 98133 — IF NOT ONE INCH PLANTING NOTES &DETAILS SUMNER, WA 98390 PHONE: (253) 987-7859 (206) 542-6100 N0. REVISION BY DATE APPR APPROVED: — SCALE ACCORDINGLY sHw* 21 OF42 1ZN 00 �0 O O 1 O W N NI W W U a) CO CO U Q L 2icQ amo 2,2 'rn r a Q m Cc: -5 mo a) � CU O Q O O J ✓7 CAE CU 3 J _ 3 0 "e CO CON ~ C, CU U, C CO cu L� L p o C 0 m _� C o to U mc QCc'); 0 3 0 -0- a� C .� .o aC0 N 4) N co�o as o`D C) � o CU -p N O — U C C QQ.O a ca Irrigation Meter Point of Connection I 4" � _ J 3 311 4 '1-1 /4" Y 31 ,14 I PVC Sleeve it (typ.) T'-=ii-ylVl I'll Keep Heads this ,, Station 12" off I i 1 FJ i�\\\ edge of paving/ curb ,i ! II I I II c Pedestal Mount / Controller. Site per i 4„ 4' Owner's Representative !! Directive. I II j j III Keep Heads on I II this Lateral 18 I. off edge of I !! paving. I I !! II PORTION OF THE NW 4, SEC. 5, TWNSHP. 24 N, RGE 5 E, W.M. 4 i I Note: Drill hole in Vault # 1 15 Parapet to provide Pipe passage to Vault Lid OR I -use Type K Copper Pipe I i 14 for any Pipe that might #2 1�� exposed to sunlight. Provide Unions both sides of Copper'saddle'. I I If LOT 1 LOT 2 3 4 ,I I I I I I 4' 14" — 4-- — — — I LOT J LOT 4 4- ' I I 1-1/2„ Mainline PVC Sleeve (tyP) o viAPLE Western Portion 1°2°' 4°' N10 North � < °� I I SCALE: I" = 20�- 0" I i- 9&TF[T SE � I I I ! IRRIGATION LEGEND Street Light (typ.) �S y � ,� � ��� • I 69'.1n IU Symbol Item © HUNTER XC HYBRID Auto Controller (s—steel enclosure with installed pole) with optional SOLAR PANEL and add on Solar —Sync Sensor. 3�� 4 4„ 1" 3" / �"'�� �'`' I p P.O.C. (Point of Connection, see detail, including master valve) 4 MANUAL DRAIN VALVE (at mainline low point(s) I I 1-1/4"--------- _ = o RAINBIRD 44LRC QUICK COUPLER i I T[ 1 fl ---- ---- -- 1I �III I I 1-1/4" 1 II I ® GATE VALVE ISOLATION VALVE BBall Valve _ — — — — — — — — Lateral/ Sleeving to / (Brass ) ROW Planting Strip li j �� HUNTER ICV Auto Valve with optional DC latching solenoid 1-1/2" I l - #3 10 VALVE# xux ALLONS PER MINUTE 1° I " ALVE SIZE 3, I 18 i • HUNTER MP ROTATOR MP3500 #4 1°At_ ° O HUNTER MP ROTATOR MP2000 I I 4° i • a HUNTER MP SIDE/ CORNER STRIP 0 T o HUNTER SHORT RAIDUS Split Rail Fencing 46C TREE j _ 3 • � ----_ „ ROAD _____- Schedule 40 PVC sleeve, 4 diameter TRACT(B) i IDEDICATIO� Mainline: Schedule 40 PVC X � I Lateral Line: Schedule 40 PVC o I NOTE: II 1. VERIFY EXISTING STATIC PRESSURE OF BETWEEN 59-63 PSI. 0 II 2. OBTAIN PERMITS/ SUBMIT CERTIFICATIONS AS NEEDED PER LOCAL CODES. C: I I x 3. PIPE LAYOUT IS DIAGRAMATIC. MAINLINE SHOWN OUTSIDE BEDS FOR GRAPHIC _ II CLARITY. CAREFULLY COORDINATE THE INSTALLATION OF SLEEVING TO ENSURE R 410919 }' — �— EASEMENT LOCATION ACCESS AND QUANTITY/ SIZES. INSTALL MAINLINE AND VALVES I I I WITHIN PROPERTY LINE. _ I 4. ALL SHRUB HEADS ON 12" POP UP BODIES. IN COMPLIANCE WITH CITY OF RENTON STANDARDS C: Y I _ �5i DEVELOPMENT ENGINEERING CURRENT PLANNING T� CIVIL ENGINEER � , MHerrera 04/04/2023 � � U — — — — — — — — — — — / MAINLAND ENGINEERING SURVEYOR ARBORIST LANDSCAPE ARCHITECT G A L 48 HOURS U R S Michael Sippo 03/30/2023 � JASWANT , OWNER DHALIWAL CONSNIT ULTANTS TH REST 14209E29THT ST CONSULTANT NT EARTH117 DANCE DOU SA ST DESIGN Gg550 F RLANDS WAY N BEFORE YOUR Eastern Portion 2215 MORRIS AVE S. SURREY, B.0 V3W 4G1 SUMNER, WA 98390 SEATTLE WA 98102 SHORELINE, WA 98133 D G CALL- 811 RENTON, WA 98055 PHONE: (604) 543 8044 PHONE:(253) 987-7859 PHONE: (206) 789-3188 PHONE: (206) 542 6100 SURVEY BENCHMARK CONSULTANT SURVEYED: SCALE; DATE: VERnCAL• NAVD 1988 CITY OF KENT BENCHMARK NO 7073 PUNCH IN 3" BRASS DISC, Glenn Takagi 3 REVS PER 6.6.22 GT 2022/10/18 GT DESIGNED: • 2022/10/18 _ AS SHOWN HORIZONTALNAD 1983/1991 C T Y 0 E MADU ENO SHORT PLAT INCASED, LOCATED AT THE INTERSECTION OF SOUTH 2O0TH Landscape Architect �6 .19 2 NEW SHEET PER 6.1.21 COMMENTS GT 2021 /06/03 GT FlELDBD°K:R RENTON TO N STREET AND 100TH AVE SOUTHEAST. ELEVATION: 343.77 FEET PAGE. 18550 Firlands Way N. _ 1 NEW SHEET PER 2.25.21 COMMENTS GT 2021 /04/1 6 GT °""W"' - 19805 108TH AVE SE, RENTON, WA 98055 DRAWING NO: SURVEY � : ONE INCH DATUM Suite #102 Q Q CHECKED: AT FULL SCALE PICnning/Building/Public Works Dept. 22 CENTREPOINTE CONSULTANTS 14209 29TH ST E #105 Shoreline, WA 98133 — IF NOT ONE INCH IRRIGATION PLAN SUMNER, WA 98390 PHONE: (253) 987-7859 (206) 542-6100 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET, — 22 OF 42 i � SOT 5 i O 0 a� Cn ICU LU a� U (6 N 00 N 0 0 u a J 10" (MIN) VALVE BOX W/ NOTE: LOCKING LID. EXTENSIONS ADD PRESSURE REDUCING VALVE IF REQUIRED. AS REQUIRED. FINISH GRADE DOUBLE CHECK VALVE ASSEMBLY BACKFLOW PREVENTION DEVICE FROM METER 4FtIff 1" Zurn-Wilkins 350. TE VALVE POINT OF CONNECTION: DOUBLE CHECK VALVE/BACKFLOW PREVENTER FROM EDGE OF ROADWAY, BLDG.� WALL OR FENCE 4" • Lv FROM > CONCRETE CURB SPRAY NOZZLE FINISH GRADE MULCH POP UP SHRUB SPRAY BODY CLASS 315 PVC PREFABRICATED TRIPLE SWING JOINT ASSEMBLY (OR APPROVED ALTERNATE FLEX ASSEMBLY) LATERAL LINE (SCH. 40 PVC) POP—UP SPRAY HEAD SHRUB BED AREAS / AT EDGE OF PAVEMENT NOT TO SCALE 10" ROU VALVE I COVER #6 BAR COPPEF WIRE FF CONTRC IN CONI GRAVEL 8`COPPER CLAD GROUND ROD 10 OHMS OR LESS 4J 1' �CTIll IC OUNDING NNECTION I I SH ADE U G) O U V U ' < i D < O Q) 0 _J � LIGHTNING GROUNDING ROD Q<� J NOT TO SCALE o n323) 4) ~ _J 2 p o c n3 �� T9° < Cl o SURVEY BENCHMARK a CITY OF KENT BENCHMARK NO 7073 PUNCH IN 3" BRASS DISC, o, INCASED, LOCATED AT THE INTERSECTION OF SOUTH 2O0TH .N Q 0 ) STREET AND 100TH AVE SOUTHEAST. ELEVATION: 343.77 FEET of 0 2 SURVEY o Lm 6-.9 ° CENTREPOINTE CONSULTANTS 14209 29TH ST E #105 ° " U — SUMNER, WA 98390 PHONE: (253) 987-7859 PIP COCKS TO BE UPRIGHT AND EASILY ACCESSIBLE (ORIENTATION APPROVED BY ENGINEER) NIPPLES AND UNIONS 3/4" DRA c VALVE-7 114 MASTER VALVE 3/4"MANUAL DRAIN VALVE W/ LONG KEY FOR OPERATION OUTFALL PIPE TO DRAINAGE STRUCTURE OR WATER COURSE CONSULTANT Glenn Takagi Landscape Architect 18550 Firlands Way N. Suite #102 Shoreline, WA 98133 (206) 542-6100 PORTION OF THE NW 4, SEC. 5, TWNSHP. 24 N, RGE 5 E, W.M. JUMBO BOX W/ LOCKING LID. EXTENSIONS 1140 GALV THREADED U-BOLT W/ AS REQUIRED. NUTS & WASHERS (TYP) BRACE PAN VIEW 3"OF<1-1/27WASHED ROCK OVER GEOTEXTILE FABRIC BRASS QUICK COUPLER VALVE 10" (MIN) VALVE BOX W/ LOCKING LID. EXTENSIONS AS REQUIRED. 1'-6"LONG 1"0 SCH 80 PVC VALVE BOX W/ LOCKING LID EXTENSIONS (AS REQ'D) 1 0 SCH 40 PVC MAIN LINE SCH 80 PVC ELL OR TEE W/ REDUCER a (4) SCH 803/4PVC ELLS 0 W/ PVC NIPPLES IN OO BETWEEN l o0 SCH 80 3/4 PVC STREET ELL W/ 6" LENGTH OF PVC 7 PIPE W/ HOLES DRILLED FOR DRAIN LINE 1/2 CU YD OF<1-1/2" WASHED ROCK OVER GEOTEXTILE FABRIC 5 DRAIN VALVE NOT TO SCALE INSTALL AT LOWEST POINT IN SYSTEM ADAPTER NLINE CLEAN, COMPACTED NATIVE z BACKFILL MATERIAL 0 N DETECT -A -TAPE (BLUE) 6"ABOVE PIPE SAND (OR APPROVED >_ BACKFILL MATERIAL) PVC MAIN LINE BUNDLE CONTROLLER O WIRES UNDER MAIN LINE & OPPOSITE SIDE FROM SWING JOINTS (WHEN LATERAL & MAIN SHARE o TRENCH) DO NOT TAPE RUNOI Fn WIRES TO MAIN I INF 2a MAINLINE NOT TO SCALE G FINISH GRADE PVC TRIPLE SWING JOINT & HEAD z BACKFILL AROUND SWING JOINT & HEAD W/ SAND PVC LATERAL LINE OVER EXCAVATE UNSUITABLE MATERIALS LATERAL LINE 2b NOT TO SCALE IRRIGATION SYSTEM NOTES 1. Use only trained personnel familiar with required irrigation system installation procedures for specified equipment. Perform installation under the direction of foreman/ supervisor with five years minimum experience in sprinkling system installations. Work and materials shall be in accordance with the latest rules and requlations, and other applicable state or local laws. Nothing in Contract Documents is to be constructed to permit work not conforming to these codes. 2. Coordinate work with other trades as required. Determine location of underground utilities and perforn work in a manner which will avoid possible damage. 3. Provide protection of all property, persons, work in progress, structures, utilities, walls, walks, curbs and paved surfaces from damages incurred arising from this work. Contractor shall pay for any such damage at no additional cost to the Owner. Unfinished and completed work shall be protected from damage by erosion or trespassing, and proper safeguards shall be protected from damage by erosion or trespassing, and proper safeguards shall be erected to protect the Public. 4. Staking and Layout: Verify installation conditions as satisfactory to receive work. Do not install any site elements until any unsatisfactory conditions are corrected. Immediately notify Landscape Architect in writing of any variance between plans and actual site. Landscape Architect has the right to adjust the location of elements. Beginning of work consitutes acceptance of conditions as satisfactory. Layout of valve boxes is especially critical for access and maintenance needs. 5. Irrigation Plan is drawn for graphic clarity. Adjust pipe, valves, sleeving according to field conditions and plant locations. Pipe Layout is diagramatic. Mainline shown outside beds for graphic clarity. Install Mainline and Valves within Common Property Tracts. Coordinate location of Valve Boxes with Owner's Representative. 6. Contractor shall verify all dimensions, quantities, available water pressure (Water District stated approx. 59-63 static psi available) and volume, locations, sleeving and conditions prior to bidding and start of installation. During layout, consult with Landscape Architect to verify proper placement and make recommendations where revisions are advisable. ARBORIST LANDSCAPE ARCHITECT EARTH DANCE DESIGN GLENN TAKAGI 117 E LOUISA ST 18550 FIRLANDS WAY N SEATTLE WA 98102 SHORELINE, WA 98133 PHONE: (206) 789-3188 PHONE: (206) 542 6100 SURVEYED: SCALEVER­n_ HORIZONTAL' NAD 1983/1991 DESIGNED: AS SHOWN 3 REVS PER 6.6.22 GT 2022/10/18 GT - 2 NEW SHEET PER 6.1.21 COMMENTS GT 2021 06 03 GT DRAWN: ONE INCH DATU M 1 NEW SHEET —ISSUED FOR REVIEW GT 2021 /04/1 6 GT CHECKED: _ AT FULL SGLLE IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: — SCALE ACCORDINGLY CIVIL ENGINEER SURVEYOR MAINLAND ENGINEERING OWNER CONSULTANTS CORPORATION CENTREPOINTE CONSULTANT JASWANT DHALIWAL UNIT 206, 8363 128TH STREET 14209 29TH ST E #105 2215 MORRIS AVE S. SURREY, B.0 V3W 4G1 SUMNER, WA 98390 RENTON, WA 98055 PHONE: (604) 543 8044 PHONE:(253) 987-7859 JUMBO VALVE BOX W/ SPARE LOCKING LID EXTENSION (AS REQ'D) WATERTIGHT WIRE SPLICES (TYP) 0 I N PVC ADAPTER ATERAL CUT NOTCHES IN BOX )FOR PIPE AS REQ'D 0 J f AT EACH END UNION (2 PLACES) CONTROL WIRES (BUNDLED AUTOMATIC CONTROL UNDER MAINLINE) VALVE PEA GRAVEL OVER GEOTEXTILE FABRIC 3 AU TOM ATI C CONTROL VALVE NOT TO SCALE NOTE: "U" SHAPED CUT-OUT IN VALVE BOX THAT ALLOWS 2"CLEARANCE FROM TOP OF PIPE TO TOP OF "U" 7. Sleeving shall be Sch. 40 PVC unless otherwise indicated. Extend sleeve 6" past the edge of concrete flatwork/walls. Set sleeves at 24" below grade. Coordinate installation and sequencing with General Contractor. 8. Install 14-1 direct burial wire continuous; run one hot wire to each valve and one common wire through each valve, provide one spare wire to each valve. Leave a 'loop' of wire at all mainline turns. 9. System is designed for winterization with compressed air. Do not use automatic drain valves. Install manual drain valves on Mainline in low points to facilitate drainage and repairs. 10. Prior to backfilling, the Mainline shall be subjected to a hydrostatic pressure test of 150 psi. To be valid, all tests must be performed under the direction and supervision of authorized personnel and reviewed by Landscape Architect. Coordinate testing operations/procedure with Landscape Architect. 11. System shall provide full coverage on all areas less shrub interference. It is assumed that the Contractor will exercise professional judgement in location, height, and slope of sprinkler heads. System not to be operated during periods of high wind. 12. The system shall be warranted for all labor and materials for a period of one year from the date of substantial completion of the system as documented by a signed and dated copy of acceptance from the Landscape Architect. The warranty shall include; filling and repairing settlement of soil in trenches and repairing any damage to plantings caused by such. Bid shall also include one winterization and one Spring activation/adjustment. 13. 'Record Drawings': Prepare a complete, legible and accurate set of 'As Built' drawings as installation proceeds. Note any utilities, drainage encountered on plan. Detail and dimension changes made during construction. Field dimension locations of valve boxes, manual valves, quick coupler valves, control wires not in mainline ditch and sleeves. 'As built' drawings shall be submitted to Landscape Architect/Owner for review prior to final inspection and final payment. Contractor shall be responsible for reducing approved drawing to an 11" x 17" format, color code the station/lines and laminate in heavy plastic. Submittals to also include all instruction manuals and equipment 'catalogue cuts/product descriptions', Quick Coupler Valve Key, Backflow Preventer Testing -Certification, complete instructions for system operation, maintenance and winterizing of installed equipment. 14. After system is installed and approved, instruct Owner's designated personnel in complete operation and maintenance procedures. N 00 N 0 0 i T , LJ 07 N C) C) i Q J LO O O O Q J R-410920 O IN COMPLIANCE WITH CITY OF RENTON STANDARDS Cn � O DEVELOPMENT ENGINEERING �' CURRENT PLANNING 0 } z CALL_ 48 HOURS Michael Sippo 03/30/2023 MHerrera 04/04/2023 W BEFORE YOUR a D G CALL 811 CQ G DATE: CITY OF 2020/ 10/ 18 U MADUENO SHORT PLAT LU FlELDBOOK: PAGE: RENTON19805 108TH AVE SE, RENTON, WA 98055 DRAWING N0: O Planning/Building/Public Works Dept. 2 IRRIGATION NOTES & DETAILS s"EEr: 23 OF42 Q W O-) LEGAL DESCRIPTION THE NORTH 2 2 ACRES OF THE SOUTH EAST QUARTER OF THE SOUTHEAST QUARTER OF NORTHWEST QUARTER IN SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST, W.M IN KING COUNTY ti' WASHINGTON. 0 EXCEPT THE EAST 30 FEET FOR ROAD. ALSO EXCEPT THE RIGHT OF WAY FOR 106TH AVENUE SOUTHEAST: 0 AND ALSO EXCEPT THAT PORTION THERE OF CONVEYED TO THE STATE W OF WASHINGTON FOR STATE ROUTE 515 BY DEED RECORDED UNDER RECORDING NO 8906291184: SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON A PORTION OF THE SE 4 OF THE NW a OF SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST. W.M. -------------- - ------ — -W— — — — - ---- - —W- 106TH AVE SE SS— rO�ri 0 N� 00 0 LEGEND SHEET INDEX 4 EXISTING PROPOSED DESCRIPTION 1 - COVER PAGE / SITE PLAN 0 2 - ROAD WORKS (1) - CITY OF KENT Z PROPERTY LINE 3 - ROAD WORKS (2) - CITY OF KENT W X60�� 60.90 0.90 GROUND ELEVATION 4 - DETAILS(1) -CITY OF KENT (M: TO MEET Ex EL) 5 - DETAILS(2) - CITY OF KENT CONTOUR 6 - EROSION AND SEDIMENT CONTROL PLAN Q EDGE OF PAVEMENT 7 - TESC DETAILS 8 - STREET LIGHT PLAN CURB & GUTTER g - PLANTING PLAN 00? 10 - PLANTING NOTES AND DETAILS ODSIDEWALK (ASPHALT) OD SIDEWALK (CONCRETE) O g 1 ROAD SIGN BOARD n ASS- SS- SANITARY SEWER, MANHOLE & CONNECTION INSPECTION CHAMBER ♦ o �o-g� _ ♦ LSD- STORM SEWER, MANHOLE N & CONNECTION INSPECTION CHAMBER 0 0 00 E3 F CATCH BASIN -TOP & SIDE INLET O m O LAWN BASIN(D) BY DEVELOPER -W-'-'-'�-W-'-'-)■ BLOW OFF WATER VALVE -----'-W-- WATERMAIN & CONNECTION SERVICE o 00 HYDRANT w 0 W O W U/G SERVICES UNDER GROUND tO SITE BENCHMARK 1 +50.00 STATION LABEL 0 00 000 AYN Nn: JASWANT DHALIWAL 2215 MORRIS AVE S. RENTON, WA 98055 SIMRITDHILLON77@YAH00.COM CIVIL ENGINEER MAINLAND ENGINEERING CONSULTANTS CORPORATION UNIT 206, 8363 128TH STREET SURREY, B.0 V3W 4131 PHONE: (604) 543 8044 AVNASH@MAINLANDENG.COM CENTREPOINTE CONSULTANT 14209 29TH ST E #105 SUMNER, WA 98390 PHONE:(253) 857-5454 DAN.WOODS@CONTOURENGINEERINGLLC.COM ARBORIST EARTH DANCE DESIGN 117 E LOUISA ST SEATTLE WA 98102 PHONE: (206) 542 6100 CORINNE@EARTHDANCEDESIGN.COM LANDSCAPE ARCHITECT GLENN TAKAGI 18550 FIRLANDS WAY N SHORELINE, WA 98133 PHONE: (206) 542 6100 GLENCO1029@EARTHLINK. NET SOOS CREEK P.O. BOX 58039 14616 S.E. 192ND ST RENTON, WA 98058-1039 PHONE: (253) 630 9900 FAX: (253) 630 5289 PUGET SOUND ENERGY 6905 S 228TH ST KENT, WA 98032 PHONE: 1 888 225 5773 INFORMATION SHOWN ON THIS DRAWING REGARDING EXISTING UTILITIES IS COMPILED FROM TOPOGRAPHY SURVEY BY SURVEYOR, AND MAY NOT BE COMPLETE OR ACCURATE. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE AND CONFIRM THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, AND ADVISE THE ENGINEER OF ANY POTENTIAL CONFLICTS. SURVEY BENCHMARK CITY OF KENT BENCHMARK NO 7073 PUNCH IN 3" BRASS DISC, INCASED, LOCATED AT THE INTERSECTION OF SOUTH 2O0TH STREET AND 100TH AVE SOUTHEAST. ELEVATION: 343.77 FEET CENTREPOINTE CONSULTANTS 14209 29TH ST E #105 SUMNER, WA 98390 PHONE: (253) 987-7859 0 0 CITY OF RENTOt' CITY OF KENT � o �:7 �;u D D O (� �u �. Y, O 124.5'" — — — — — — — — i .41 r- J� 0 I ,� I— '401�y,fti Al d, 71+ 4.1 p 124.5' %? r, o O aL — — — — — — — — — A 124.5 fin o r----------mi A q: o y, Y J I o c L - - - — — — — — -L j5 124.5' F-----------r � O ,•,,, J I J .41 , L---------J r, 124.5 + 5(�,,,., — — — — — — — — — 1 net 41 I; --- 4. �;% L--------- L 4 124.5' -------- — — — i LOT 6 ' 0 m I A_ I Yn W O. I I J i?' t•4, z t — ra t O A O 4„" flpt O ¢n O 124.5' 'r'a;; A 00 g TREE" 8 w iOC "< L4 .a TRAC s, 4V 6 d .�r ------------ '"- ----- -- -�9 — O 1 CONSULTANT MAINLAND ENGINEERING CONSULTANTS CORPORATION UNIT 206 8363 128TH STREET SURREY, B.C. V3W 4G1 TEL: (604) 543 8044 FAX: (604) 543 8104 EMAIL: CIVIL@MAINLANDENG.COM .-W 20'-0" 0 26'-0" m m a A m � 0 z 0 0 TEMPORARY FENCE TO BLOCK ENTRY TO & FROM 108TH AVE SE DURING CONSTRUCTION ONLY CONSTRUCTION SEQUENCE: THIS CONSTRUCTION SEQUENCE IS TO BE USED AS A GUIDELINE. CONDITIONS MAY REQUIRE CHANGES IN TIMING OF WORK. CHANGES SHALL BE DISCUSSED WITH AND APPROVED BY INSPECTOR AND OWNER. 1. ARRANGE AND ATTEND PRE -CONSTRUCTION MEETING WITH THE CITY. 2. FLAG CLEARING LIMITS AS INDICATED AND INSTALL S.W.P.P. MEASURES. 3. INSTALL TEMPORARY BMP'S FOR EXPOSED AREAS PER PLAN(SILT FENCES, CHECK DAMS, CONSTRUCTION ENTRANCE, ETC.). 4. CLEAR TREES & GRUB TO CLEARING LIMITS. LEAVING AS MUCH GROUND COVER AS POSSIBLE. 5. INSTALL WATER MAIN(AS PER SOOS CREEK DISTRICT) ALONG 108 AVE SE. 6. CONSTRUCT RETAINING WALL. 7. CONSTRUCT SIDEWALK, DRIVEWAY & PLANT STRIP. 8. COMPLETE ROAD WORKS INCLUDING ASPHALT PAVING WORKS. 9. STABILIZE DISTURBED LAND SURFACES. 10. REMOVE REMAINING S.W.P.P. STRUCTURES AFTER SITE HAS BEEN STABILIZED AND APPROVED BY THE CITY INSPECTOR. 11. CLEAN STORM DRAINAGE SYSTEM AND PLACE INTO OPERATION. CONDITION OF APPROVAL 1.THE APPLICANT SHALL REMOVE THE EXISTING HOME PRIOR TO RECORDING THE SHORT PLAT. 2.THE APPLICANT SHALL SUBMIT A FINAL DETAILED LANDSCAPE PLAN WITH THE CIVIL CONSTRUCTION PERMIT THAT SUPPLEMENTS THE PROPOSED GROUNDCOVER PLANTING WITHIN THE STREET FRONTAGE LANDSCAPING STRIP IN THE TREE RETENTION TRACT WITH TREES AND SHRUBS WHERE PRACTICAL. THE REVISED PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 3.THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT IDENTIFIES THE UTILITIES AND LIGHTING IN THE PLANTER STRIPS, PROVIDES A MINIMUM OF ONE (1) STREET TREE PER LOT FROM THE CITY'S APPROVED TREE LIST, AND PROVIDES THE PLANTER STRIP AND STREET TREES WITHIN THE AREA NO LONGER NEEDED FOR THE HAMMERHEAD TURNAROUND. ADDITIONALLY, THE REVISED LANDSCAPE PLAN SHALL PROVIDE ROOT BARRIER SYSTEMS WITHIN THE PLANTER STRIP TO IMPEDE TREE ROOTS FROM BUCKLING THE ABUTTING SIDEWALKS. THE REVISED LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 4.THE APPLICANT SHALL SUBMIT A REVISED GRADING PLAN AND REVISED DETENTION VAULT DETAIL THAT ENSURES THE STORMWATER VAULT IS BELOW THE FINISHED GRADE WITHIN THE DRAINAGE TRACT. SHOULD THE CURRENT PLANNING PROJECT MANAGER APPROVE ANY PORTIONS OF THE VAULT TO EXTEND BEYOND FINISHED GRADE, THE APPLICANT WOULD BE REQUIRED TO SCREEN THOSE AREAS VISIBLE WITH LANDSCAPING CONSISTENT WITH THE 15-FOOT STORMWATER SCREENING REQUIREMENT, WALL VENEER TREATMENT, OR OTHER ACCEPTABLE METHOD AS DETERMINED BY THE CURRENT PLANNING PROJECT MANAGER. THE REVISED GRADING PLAN AND REVISED DETENTION VAULT DETAIL SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 5.THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT PROVIDES SPLIT RAIL FENCING AND TREE PROTECTION SIGN DETAILS TO SURROUND THE TREE PROTECTION TRACT. THE REVISED LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 6.THE APPLICANT SHALL SUBMIT HOMEOWNER'S ASSOCIATION (HOA) DOCUMENTS PRIOR TO RECORDING THE SHORT PLAT DOCUMENT THAT OUTLINE THE RESPONSIBILITY FOR OWNERSHIP AND MAINTENANCE FOR MAINTAINING THE TRACTS, PROTECTED TREES, LANDSCAPING, FENCING, AND SIGNAGE. THE APPLICANT SHALL ALSO SUBMIT PERMANENT AND IRREVOCABLE DEED RESTRICTION DOCUMENTS ON THE TRACTS THAT PROHIBITS FUTURE DEVELOPMENT. THE HOA DOCUMENTS AND DEED RESTRICTIONS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO RECORDING WITH THE KING COUNTY RECORDER'S OFFICE WITH THE SHORT PLAT. 0 TTHE APPLICANT SHALL COMPLY WITH RECOMMENDATIONS OF THE ARBORIST O t0 to � V w A FULLY AUTOMATIC OPENING EMERGENCY GATING SYSTEM WITH A CLICK 2 ENTER OPENING DEVICE SHALL BE INSTALLED PER RENTON REGIONAL FIRE AUTHORITY STANDARD' SHALL BE INSTALLED AT THIS LOCATION 3. ISSUED FOR APPROVAL SGC 2022/04/19 2. ISSUED FOR APPROVAL SGC 2021/09/29 1. ISSUED FOR APPROVAL MK 2020/06/10 N0. REVISION BY DATE 108TH AVE SE (PRINCIPAL ARTERIAL) SURVEYED: SURVEYED DESIGNED: EM AB AB DRAWN: SGC AB CHECKED: RM A P P R APPROVED: AB PLAN SCALE. 1 "=40' SCALE: AS SHOWN 0 40' 1 "=40' VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 2022-07-26 CUT & FILL TABLE NET CUTTING: 80 CUBIC YARD NET FILLING: 180 CUBIC YARD C TY OF KENT Planning/Building/Public Works Dept. n1 1H S 96 H Sr W Lu CID � Q Q O O SE 199TH ST 260fhT T �— N 00 N LO 0 O U) LON u N 0 0 0 0 REPORT PREPARED BY EARTH DANCE DESIGN, DATED JANUARY 1 1 , 2019 AS IT RELATES TO CONSTRUCTION ACTIVITIES NEAR RETAINED TREES AND ONSITE Lf MONITORING BY THE APPLICANT'S ARBORIST. THE APPLICANT SHALL SUBMIT A REVISED TREE PROTECTION PLAN WITH THE DOCUSIGN ENVELOPE ID: I� 8C9D14F9-3BCB-40EO-ACD3-AF3EAOB94A28 CITY OF RENTON DEPARTMENT OF 0 COMMUNITY & ECONOMIC DEVELOPMENT MADUENO SHORT PLATAD MINISTRATIVE REPORT & DECISION LUA19-000029,SH-PREPORT OFAPRIL23, 2019PAGE 190E 0 20SR_MADUENO_ SHORT _PLAT _LUA19-000029_190226CIVIL CONSTRUCTION PERMIT APPLICATION THAT INCLUDES SPECIFICATIONS FOR TREE PROTECTION MEASURES, 0 LIMITATIONS ON CONSTRUCTION ACTIVITIES NEAR RETAINED TREES, AND TIMELINES OF WHEN THE ARBORIST WILL BE ONSITE. THE ARBORIST SHALL PROVIDE A MEMORANDUM WITH THE REVISED TREE PROTECTION PLANS STATING THAT HE OR 07 SHE HAS REVIEWED THE REVISED TREE PROTECTION PLAN AND IT IS CONSISTENT WITH THE RECOMMENDATION OF THE ARBORIST REPORT. THE REVISED TREE PROTECTION PLAN AND ARBORIST MEMORANDUM SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. &THE APPLICANT SHALL SUBMIT A REVISED UTILITY PLAN WITH THE CIVIL CONSTRUCTION PERMIT THAT LOCATES ANY NEEDED FIRE HYDRANTS ALONG THE NEW PUBLIC HALF -STREET ON THE NORTH SIDE OF THE STREET OR OTHER LOCATION AS APPROVED BY THE CURRENT PLANNING PROJECT MANAGER. THE REVISED UTILITY PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 9.THE APPLICANT SHALL SUBMIT A REVISED UTILITY PLAN WITH ASSOCIATED DETAILS AND SPECIFICATIONS FOR THE EMERGENCY VEHICLE ACCESS WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION. THE REVISED UTILITY PLAN AND DETAILS SHALL BE REVIEWED AND APPROVED BY THE RENTON REGIONAL FIRE AUTHORITY AND CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 10.THE APPLICANT SHALL SUBMIT A REVISED UTILITY PLAN AND LANDSCAPE PLAN WITH THE CIVIL CONSTRUCTION PERMIT THAT REMOVES THE HAMMERHEAD TURNAROUND AND REPLACES WITH THE MATCHING 5-FOOT SIDEWALK, 8-FOOT PLANTER, 0.5-FOOT CURB, AND 6-FOOT PARKING LANE THAT IS PROVIDED ALONG THE SOUTHERN PORTION OF THE HALF -STREET SECTION. THE REVISED UTILITY PLAN AND LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 11.THE APPLICANT SHALL SUBMIT A REVISED UTILITY PLAN WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT REFLECTS THE ADA ACCESSIBLE ROUTE AND RAMP LOCATION COMMENTS PROVIDED IN THE DEVELOPMENT ENGINEERING SECTIONOF THE ADVISORY NOTES (EXHIBIT 16).THE REVISED UTILITY PLAN SHALL BE REVIEWED AND APPROVED BY THE CIVIL PLAN REVIEWER PRIOR TO PERMIT ISSUANCE. 12.ANY PROPOSAL TO CONVERT THE STORMWATER VAULT WITHIN THE TRACT TO A STORMWATER DETENTION POND BE CONSIDERED A MAJOR PLAT AMENDMENT SUBJECT TO THE REQUIREMENTS OUTLINED UNDER RMC 4-7-080M.2. 1 IVA i i�. REMC-2204826 BASED GN TH E SUBMMED DRAWINGS AN D S-PE CIF IC4TIC N S PROVIDED BYTHE APPLICANT'S LICENSED ENGINEERS, SU RV EYORS AND ARC14ITECTS AND OTHER CERTIFIED PRO FESSIONALS, THE SE PLA N 5 ARE APPROVED FO R CONFORMANCE W TH THE CLTY OF KENT ENGINEE-R.ING DIVISION'S REQUIREMENTS Development Engineering Manager Date City Engineer Date! MADUENOSHORTPLAT 19805 108TH AVE SE, RENTON, WA 98055 COVER PAGE / SITE PLAN Q _j 0 U) 0 z LLJ DATE: 2022/04/19 W FIELDBOOK: PAGE: 0 DRAWING NO: SHEET 1-OF-10 1 w Q W A PORTION OF THE SE a OF THE NW a OF SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST. W.M. O o N_ I s � �,?1-3 �' cyl N N O Q z 6� 0 NO - � 124.5' I Q� 0 +C� W x CO CD p 5n N I I� 13co o o 6' o FOR NO PARKING SIGN c0 �6' o o 6' �6' OCA ~ 0 DETAIL REFER TO CITY OF J 6' o z 6 ��� O �6'� "+';�� �_ - D RENTON R8-3 O O o I �6' I �6' o .O ;;; 0 F FOR DRIVEWAY DETAIL REFER o s41 ME o ;,e'`t' p� 00 TO CITY OF KENT STANDARD 1 _ 0 - z o oc T PLAN 6-46 :';, r po �. ,'.>;• R4o'- r TEMPORARY FENCE TO BLOCK ENTRY TO & FROM ;(l o z o '.' #'";'`' 01 m 108TH AVE SE DURING CONSTRUCTION 7' WIDE PROPOSED 1 0 Jp- P.C.0 SIDEWALK. o `" z o ; ; ,.' 0o ::E }z 6' A FULLY AUTOMATIC OPENING EMERGENCY GATING o00 � O0 � :: P SYSTEM WITH A CLICK 2 ENTER OPENING DEVICE SHALL ~ w z �� o z 6'� '�I';`,'' �, BE INSTALLED PER RENTON REGIONAL FIRE AUTHORITY z 6' o 0 0 0 o w z C3 o I,� 0 i CA � STANDARD SHALL BE INSTALLED AT THIS LOCATION. o w o 0 v z N o o .i.AJC7 471.60 = cn Z o o o �..+. ,, , 20'-0" DRIVEWAY DESIGNED FOR FIRE TRUCK MODEL BUS-40 w o "' o EASEMEOgT LINE 471.89 •' ; ; '.'•; � 471.50 - INTER CITY BUS CITY TO CONFIRM THE FIRE TRUCK MODEL Q /.� ::. �•.RI E.Q•�}R{AP.'..'.'.'.•.'.'.'.'.'.'.'.'.'.•.'.'.'.•.'.'.'.•.'.'.'.•.'.'.'.•.'.' ',e e m 471.57 CITY OF RENTON 68.00 .{....•................. •.:............................................. 7 • 717 DC, i �.%%+ s .. Y A ❑ 4W }i fl 1' I r` 1� ,,OYr7'. �f I rY .��� "+� 1 4� 'r •.' r r' r' ' 'C ' I r ' P 1 A '•1 5 i ' 4+ • elm" • 5 l,. f � I a h 7 • •L' ' 11• •i d ' M.. .', I U f D R P O 47 .5 10, / 1 ; l >> > O O O O O 47 .1 n O c9 KENT 30' C� CITY OF WLO / �9 z- 1-1�1/ / /TO OF U '�'47 .1/� 47 .5 j j ' 6' 6' c9 PROPOSED SIDEWALK 2" HMA WIDTH GRIND TRANSITION 45° TO TIE AND OVERLAY IN EXISTING SIDEWALK URB D P �s 6' EX. CB RIM 471.04 15" CONIC N 460.46 IE 15" CONIC E 462.98 IE 15" CONIC S 460.57 IE A P) nn 1 +67:46 1 +50.00 I\ I CURB DROF 1+0/0,0/ Nwm o, ALK NN - \ 41 5 71 I�E o � G EXISTING RAILING TO BE REMOVED THE CORPORATION STOP AT THE PROPOSED 40' EXISTING WATERMAIN n LIGHT STANDARD SHALL BE TURNED SEE SHEET #8 FOR D THE SERVICE CEFF LINE SHALL DETAILS CUT AWAY FROM EXISTING SIDEWALK AT SITE FRONTAGE THE CORP STOP TO BE REMOVED. REFER TO TYPICAL SECTION FOR DETAILS FOR PLANTER STRIP RESTORATION ROAD WORKS PLAN - KENT ROAD PLAN SCALE. 1 "=20' 50'-0" RAILING AND ROCKERY TO BE REMOVED AT DRIVEWAY ENTRANCE PROPOSED 10OA-120/240V SERVICE CABINET, SEE SHEET #8 FOR DETAILS PAVEMENT RESTORATION AS PER CITY OF KENT STANDARD PLAN 6-64 (TYP EXISTING 12" AC WATERMAIN 108TH AVE SE (PRINCIPAL ARTERIAL) ��OTSR O SIDEWALK� �s � EXISTING CURB & GUTTER AND SIDEWALK - TO BE REMOVED AT PROPOSED DRIVEWAY / PROPOSED GUTTER LINE STATION 1 +67.46 1 +50.00 1 +00.00 0+50.00 0+0.00 ROAD WORKS PROFILE - KENT ROAD PLAN SCALE. HORI: 1 "=20' VER: 1 "=4' SURVEY BENCHMARK CITY OF KENT BENCHMARK NO 7073 PUNCH IN 3" BRASS DISC, INCASED, LOCATED AT THE INTERSECTION OF SOUTH 2O0TH STREET AND 100TH AVE SOUTHEAST. ELEVATION: 343.77 FEET CENTREPOINTE CONSULTANTS 14209 29TH ST E #105 SUMNER, WA 98390 PHONE: (253) 987-7859 CONSULTANT MAINLAND ENGINEERING CONSULTANTS CORPORATION UNIT 206 8363 128TH STREET SURREY, B.C. V3W 4G1 TEL: (604) 543 8044 FAX: (604) 543 8104 EMAIL: CIVIL@MAINLANDENG.COM 3. ISSUED FOR APPROVAL SGC 2022/04/19 2. ISSUED FOR APPROVAL SGC 2021/09/29 1. ISSUED FOR APPROVAL MK 2020/06/10 IN 0. REVISION BY DATE 3'-0" ROAD DEDICATION OBTAIN CITY OF KENT PERMIT ON ANY SOIL DISTURBANCE ACTIVITIES WITHIN 48 INCHES OF RIGHT OF WAY LEGAL DESCRIPTION THE NORTH 2 2 ACRES OF THE SOUTH EAST QUARTER OF THE SOUTHEAST QUARTER OF NORTHWEST QUARTER IN SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST, W.M IN KING COUNTY WASHINGTON. a:{yaaiIaa■s_30 Ism aaams•1SIM1`10 _116 :kti1=i1-M1iLi[39I:1�7I_\71�_��� AND ALSO EXCEPT THAT PORTION THERE OF CONVEYED TO THE STATE OF WASHINGTON FOR STATE ROUTE 515 BY DEED RECORDED UNDER RECORDING NO 8906291184: SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON 7'-0" 5'-0" 1 0.5' 0.5 6'-6" EX S/W U 00 z z EXISTING F- bi GROUND 1.59y 0 ram, > w 2.07 7' WIDE 57w.E DISTURBANCE WIDTH OF P.C.0 SIDEWALK PLANTER STRIP WITH 0.5' TOP SOIL. TYPE 1V LANDSCAPE IMPORTED GRANULAR (PER KCC 15.07.050) REQUIRED BACKFILL COMPACTED TO 95% MPD CITY OF KENT TYPICAL SECTION (AS PER CITY OF KENT (6-3) SCALE: HORI: 1 "=8' VER: 1 "=4' INFORMATION SHOWN ON THIS DRAWING REGARDING EXISTING UTILITIES IS COMPILED FROM TOPOGRAPHY SURVEY BY SURVEYOR, AND MAY NOT BE COMPLETE OR ACCURATE. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE AND CONFIRM THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, AND ADVISE THE ENGINEER OF ANY POTENTIAL CONFLICTS. LOCATION, & REPLACE WITH DRIVEWAY 0-1 ROADWORK NOTES AS PER CITY OF KENT'S STANDARD PLAN 6-46 1 1 �. 1. THE DEVELOPER IS RESPONSIBLE FOR COMPLETING ALL WORK AND INFRASTRUCTURE IMPROVEMENTS IN FULL COMPLIANCE WITH THE APPROVED ENGINEERING PLANS. PROPOSED WATERMAIN TIE IN WITH EXISTING 2. THE DEVELOPER SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, TRANSPORTATION, NECESSARY SUPPLIES WATERMAIN, (REFER TO APPROVED DRAWING BY SOOS AND INCIDENTALS REQUIRED TO MAKE EACH AND EVERY ITEM COMPLETE AS DOCUMENTED BY SAID ENGINEERING CREEK DISTRICT FOR DETAILS). COK FRANCHISE PLANS. UTILITY PERMIT REQUIRED. PERMIT IS REQUIRED FROM 3. THE DEVELOPER SHALL BE HELD RESPONSIBLE FOR THE ACTIONS OR OMISSIONS OF ANY AGENTS, HEIRS, ASSIGNS, SOOS CREEK WATER AND SEWER DISTRICT OR CONTRACTORS. 482.00 480.00 478.00 476.00 474.00 472.00 470.00 468.00 SURVEYED: SURVEYED DESIGNED: EM AB AB DRAWN: SGC AB CHECKED: RM A P P R APPROVED: AB SCALE: AS SHOWN 0 40' 1 "=40' 4. THE WORK SHALL BE DONE IN STRICT CONFORMITY WITH THE APPROVED ENGINEERING PLANS AND ACCORDING TO SUCH NECESSARY INSTRUCTIONS AS MAY BE GIVEN BY THE ENGINEER OF DESIGNATED REPRESENTATIVE. THE DEVELOPER SHALL PROTECT AND PRESERVE ALL SURVEY STAKES, POINTS, OR MARKS IN THEIR ORIGINAL POSITION THAT WERE SET FOR THE WORK IN ORDER TO ALLOW PROPER INSPECTION. 5. THE DEVELOPER SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND AND ABOVE GROUND UTILITY SYSTEM FACILITIES, INCLUDING TRAFFIC LOOPS, IN RIGHTS -OF -WAY AND PROTECTING THEM AGAINST DAMAGE FROM DEVELOPER'S ACTIVITIES. SUCH UTILITIES MUST BE LOCATED BY DEVELOPER AND SHOWN ON THE ENGINEERING PLANS WHETHER THEY ARE SHOWN ON AVAILABLE CITY RECORD DRAWINGS OR NOT. THE DEVELOPER SHALL PROTECT ALL PIPES, CONDUITS, LOOPS, POLES, WIRES OR OTHER APPARATUSES WHICH MAY BE IN ANY WAY AFFECTED BY THE WORK, AND DO EVERYTHING TO SUPPORT, SUSTAIN AND PROTECT THE SAME, UNDER, OVER, ALONG, OR ACROSS THE RIGHTS -OF -WAY. IF DEVELOPER DAMAGES ANY PUBLIC OR PRIVATE UTILITY SYSTEM FACILITIES IN CITY RIGHTS -OF -WAY, DEVELOPER SHALL ARRANGE FOR REPAIRS OR PAYMENT FOR REPAIRS WITH THE UTILITY, FRANCHISEE, OR LICENSEE OWNING THE FACILITIES. IT WILL BE A CONDITION OF THE APPLICABLE PERMIT THAT DEVELOPER SAVE, DEFEND AND HOLD HARMLESS THE CITY FROM ANY AND ALL CLAIMS FOR DAMAGES TO UTILITY SYSTEM FACILITIES IN THE CITY'S RIGHTS -OF -WAY. THIS CONDITION WILL INCLUDE DAMAGES ASSERTED BY THE UTILITY, ITS CUSTOMERS OR OTHER THIRD PARTIES. 6. CONTRACTORS AND BUILDERS ARE RESPONSIBLE FOR TIMELY NOTIFICATION OF UTILITIES IN ADVANCE OF ANY CONSTRUCTION IN RIGHTS -OF -WAY OR UTILITY EASEMENTS. THE UTILITY NOTIFICATION CENTER PHONE NUMBER VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 800-424-5555) SHOULD BE PROMINENTLY DISPLAYED ON THE SITE. 2022-DT-26 C TY OF KENT Planning/Building/Public Works Dept. I A lie. REMC-2204826 BASED ON THE SUIRI IMED DRAWINGS AND SPECIFICATIONS PROVIDED BY THE APPLICANT'S LICENSED ENR1NEERSt SU RVEYORS AND ARCH ITECTS AN D OTH ER CERTIFI ED PROFESSIONALS, THESE PLANS ARE APPROVED FOR 170N70RMANCE WrTH THE Cr7Y DE KENT ENGINEFR.1NG DIVISIrON'S REQUIREMENTS IDevelopment Engineering Manager Date City Engineer Date N 00 N 0 0 IL0 I O 0 0 0 0 U) 0 z W 0 Q DATE (� 2022/04/19 Lj_j M A D U E N O SHORT PLAT FIEL°E°,K O PAGE: 19805 108TH AVE SE, RENTON, WA 98055 7AWIN- N0 0:� ROAD WORKS (1) - CITY OF KENT sHEE1. 2-OF-10 I O z w Q U I0r/ I� n w Q W A FULLY AUTOMATIC OPENING EMERGENCY GATING SYSTEM WITH A CLICK 2 ENTER OPENING DEVICE SHALL BE INSTALLED PER RENTON REGIONAL FIRE AUTHORITY STANDARD' SHALL BE INSTALLED AT THIS LOCATION. BUS,-40 - AABHfia 2011 (US) 198TH ST SE A PORTION OF THE SE 4 OF THE NW 4 OF SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST. W.M. Q W OC Q J Q I. V z DC a .� t i•. co r 00 0 74.0' 43.83 .y, X X 1 1• i� Il • q'I X LOT 6 Ln w U N w Q (0 00 "'• Y ' �h• ,•I tr� X X X X '4.0' 74.0' z W Ii r• .� LL 0 U U 0 0f , 'I �I t WI �eI LLt Cl A FULLY AUTOMATIC OPENING EMERGENCY GATING SYSTEM WITH A CLICK 2 ENTER OPENING DEVICE SHALL BE INSTALLED PER RENTON REGIONAL FIRE AUTHORITY STANDARD' SHALL BE INSTALLED AT THIS LOCATION. BUS-40 WHT02011 (US) 198TH ST SE 1 .5 +' °+'• I•f; '�r• ll• r.' �!,r ;f !�� n '+:�••'J�,{� �1,' �'a.�•,}', I '' yF, •!,j• �.�' gip, tr 74.0' 4383 i .!.r X X LOT 6 L? X X X 74.0' ,1 X X • 1' •1 LO 00 Y r �n 5r 'I 74.0' 0 LU LLt f ♦,,� r Ld 0 ,L 5?j1i AUTO TURNING ANALYSIS (FIRE TRUCK) PLAN SCALE. 1 "=20' *TWO LOCATIONS SHOWN ARE MOST CONSERVATIVE SURVEY BENCHMARK CITY OF KENT BENCHMARK NO 7073 PUNCH IN 3" BRASS DISC INCASED, LOCATED AT THE INTERSECTION OF SOUTH 2O0TH STREET AND 100TH AVE SOUTHEAST. ELEVATION: 343.77 FEET SURVEY CENTREPOINTE CONSULTANTS 14209 29TH ST E #105 SUMNER, WA 98390 PHONE: (253) 987-7859 CONSULTANT MAINLAND ENGINEERING CONSULTANTS CORPORATION UNIT 206 8363 128TH STREET SURREY, B.C. V3W 4G1 TEL: (604) 543 8044 FAX: (604) 543 8104 EMAIL: CI VILC�MAINLANDENG.COM SURVEYED: SURVEYED DESIGNED: EM 3. ISSUED FOR APPROVAL SGC 2022/04/19 AB 2. ISSUED FOR APPROVAL SGC 2021 /09/29 AB DRAWN: scc 1. ISSUED FOR APPROVAL MK 2020/12/15 AB CHECKED: RM N0. REVISION BY DATE APPR APPROVED: AB Q OC W F-- GC Q Q G. z w a %ft.-O I 00 H O IN Cl tt�l 2022-07-26 SCALE: VERTICAL: NAVD 1988 AS SHOWN HORIZONTAL: NAD 1983/1991 C TY OF KENT 0 40' DATUM Planning/Building/Public Works Dept 1 "=40' '•' N 0 0 0 0 12,344 1.89 7.102 .219 BUS-40 - Inter City Bus Overall Length Overall Width 12.344m 2.591 m Overall Body Height Min Body Ground Clearance 3.658m 0.353m Track Width 2.591 m Lock -to -lock time 5.00s Max Steering Angle (Virtual) 41.900 FIRE TRUCK DIAGRAM NTS II IVA NG. REMC-22- 4826 BASED ON. THE SUBMITTED DRAWINGS AND SPECIEIC.ATIIINS PROVIDED BY TI IE APPLICA NTJS LICENSED IENGINE=ERS, SURVEYORS AND ARCHITECTS AND OTHER CERTIFIED PRO FESSI ONALS, THESE PLANS ARE AP PRO VED FOP, CO N FO RMANCE WITH THE CITE DE K ENT ENGINEERING DIVISION'S REgUIREMEENTS IDevelopment Engineering Manager Date 0 U) City Engineer Date O z w INFORMATION SHOWN ON THIS DRAWING REGARDING EXISTING UTILITIES C:) IS COMPILED FROM TOPOGRAPHY SURVEY BY SURVEYOR, AND MAY NOT BE Q COMPLETE OR ACCURATE. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE AND CONFIRM THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, AND ADVISE THE ENGINEER OF ANY POTENTIAL CONFLICTS. DATE, M A D U E N O SHORT PLAT 2022/04/19 w 19805 108TH AVE SE, RENTON, WA 98055 PACE: OK O PAGE: DRAWING NO: ROAD WORKS (2) - CITY OF KENT 3 AUTO TURNING ANALYSIS SHEET 3_OF_10 w 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 0 O I WE w Q w -VARIES—, SIDEWALK NOT LOWERED p�N � �• STA, jAFR PRIVATE STREET WIDTH AS A � SPECIFIED ON PLANS, 20' MAX. 4" SCH 40 PVC SLEEVE CAPPED \ AT BOTH ENDS AND MARKED V MIN, A \ WITH REBAR DOWEL CAPPED PVC SLEEVE EXPANSION JOINT (TYP.) LIMITS FOR 8' THICK SEE NOTES I AND 3 REINFORCED DRIVEWAY p SEE NOTE 2 ST NTF Ajp R NOTES: 1, CONCRETE SHALL BE PORTLAND CEMENT CONCRETE MIX WITH A COMPRESSIVE STRENGTH OF 3000 PSI IN 3 DAYS. FINISH SHALL BE BRUSHED TRANSVERSELY WITH A FIBER OR WIRE BRUSH, "BROOM FINISH". 2, ALL UTILITY APPURTENANCES WHICH ALTER THE TRAVEL SURFACE SHALL NOT BE ALLOWED, DESIGN OF STORM DRAIN CATCH BASINS SHALL CONSIDER DRIVEWAY LAYOUT AND BE AVOIDED, 3. EXPANSION JOINTS SHALL BE PLACED AT 15' MAXIMUM SPACING. ELASTOMETRIC JOINT MATERIAL SHALL BE IN CONFORMANCE TO AASHTO M220. 4. SEE STANDARD PLAN 6-23 FOR INTERSECTION LANDING INFORMATION. 5. THE DRIVEWAY APPROACH WIDTH AND THE DRIVEWAY WIDTH ARE DETERMINED BY APPROVED VEHICULAR MANEUVERING DIAGRAMS, SEE SECTION 6,6,Q, WHEN DESIGNING OTHERWISE, SEE PLAN VIEW FOR DIMENSIONING. 6, ENTERING SIGHT DISTANCE SHALL MEET AASHTO STANDARDS AND DETAILS 6-50 THRU 6-54. 7, DESIGN SIDEWALK CROSS GRADE SHALL BE 1.5%. CONSTRUCTION TOLERANCES SHALL BE 1% MIN AND 2% MAX. 5' MP 1'-6"_ , - *VARIES _ , *VARIES ./2' TYP, 481, FOR REVERSE _1.5% 1OPE DRIVEWAY j 6" 12 — SEE STD, PLAN 6-48 FOR DRIVEWAY SLOPES a CRUSHEDSURFACINGTOP COURSE 4" MIN, DEPTH 2- #4 BARS / 2 CLEAR FROM SUBGRADE FULL DEPTH BOND BREAK #4 BARS AT 12" EACH WAY; WIRE TIED AT EACH MATERIAL: 30 LB ROOFING INTERSECTING POINT; SUPPORTED BY 2" SQUARE FELT, 6 MIL PLASTIC OR ' MORTAR CUBE OR INDUSTRY STANDARD "CHAIR" APPROVED EQUAL AND Y MAXIMUM SPACING OF SUPPORTS, BAR 4" SCH 40 PVC SLEEVE J SHALL EXTEND BEYOND CONSTRUCTION JOINTS AND LAPPED A MINIMUM OF 15" AT SPLICE POINTS. SECTION A -A *DIMENSIONS PER ROADWAY CLASSIFICATIONS 8. ACCESS COVERS, JUNCTION BOXES, CABLE VAULTS AND OTHER APPURTENANCES WITHIN THE SIDEWALK LIMITS MUST INCLUDE A SLIP -RESISTANT SURFACE MATCHING THE GRADE OF THE SURROUNDING SIDEWALK, SUCH APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. 9. PROVIDE TRANSITION SIDEWA-K, 5' MIN. WHEN TRANSTIONING TO EXISTING SIDEWALK, SURVEY BENCHMARK CITY OF KENT BENCHMARK NO 7073 PUNCH IN 3" BRASS DISC, INCASED, LOCATED AT THE INTERSECTION OF SOUTH 2O0TH STREET AND 100TH AVE SOUTHEAST. ELEVATION: 343.77 FEET SURVEY CENTREPOINTE CONSULTANTS 14209 29TH ST E #105 SUMNER, WA 98390 PHONE: (253) 987-7859 A PORTION OF THE SE 4 OF THE NW 4 OF SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST. W.M. FACE OF CURB EDGE OF PAVEM NOTES 1, ASPHALT CONCRETE MIX SHALL BE HMA PER KDCS 6.16, 2, ALL TRENCH BACKFILL SHALL BE CSTC, WSDOT STD, SPEC. 9-03.9(3). 3. ALL SAW CUTS SHALL BE VERTICAL AND IN STRAIGHT LINES AS DIRECTED BY ENGINEER PER WSDOT STD. SPEC. 5-D4.3(5). 4, UNIFORMLY TACK ALLASPHALT VERTICAL AND HORIZONTAL FACES AND SEAL ALL SURFACE SAW CUT JOINTS PER WSDOT STD, SPEC, 5-04,3(5) AND 5.04.3(5)A. MECHANICAL APPLICATION OF TACK WHERE POSSIBLE, IF NOT, BROOM APPLY BY HAND TO ACHIEVE UNIFORMITY, S. HOT MIX ASPHALT SHALL BE AT LEAST 6 INCHES THICK ON LOCAL STREETS; 8 TO 10 INCHES THICK ON ARTERIALS, 6. PAVING FABRIC (IF FOUND) WILL NOT REQUIRE REPLACEMENT, 7, TEMPORARY TRAFFIC MARKINGS SHALL BE PLACED IN KIND IMMEDIATELY AFTER PAVING AND PERMANENT STRIPING SHALL BE REPLACED WITHIN 21 DAYS OF THE FACE OF CURB OR 2" GRIND AND OVERLAY PAVING OPERATION. EDGE OF PAVEMENT 25 FEET EACH WAY OF SEAL SURFACE JOINTS PLAN ARTERIAL CENTER OF 8, COMPACTION REPORTS ARE REQUIRED AS OUTLINED IN CROSSING SECTIONS 2.4 AND 2.5 OF THE KDCS AND 2-03.3(14)D WITH AR 4000 (TYP) AND E OF THE WSDOT STD, SPEC, ADEQUATE NOTICE 50' MIN 35' MIN FOR SCHEDULING THESE SERVICES SHALL BE GIVEN ARTERIAL ROADS EACH WAY EACH WAY 2" GRIND AND CONSIDERATION IN PERFORMING THE WORK. 2" GRIND AND OVERLAY OVERLAY ALL OTHER ROADS 4'-6" MIN, T{UT 2" HMA PER KDCS 6.16 ' MINt TRENCH SAW CUT V MR' EXISTING ASPHALT CTYP) MID) I CONCRETE SUR�ACE (TYP) I vrc ENT -7 MIN. ...��. I YL- 6"-10" OF HMA PER KDCS 6,15 SEE NOTES 1 AND 5 COMPACTED CSTC SEE NOTE 2 KDCS = KENT DESIGN AND CONSTRUCTION STANDARDS. CONSULTANT MAINLAND ENGINEERING CONSULTANTS CORPORATION UNIT 206 8363 128TH STREET SURREY, B.C. V3W 4G1 TEL: (604) 543 8044 FAX: (604) 543 8104 EMAIL: CIVIL@MAINLANDENG.COM EXISTING ASPHALT GRIND EDGE OR SAWCUT TO PROVIDE A VERTICAL FACE L SEE NOTE 6 (TYP) SEE NOTES 3 AND 4 • I �- NATIVE SOIL P=PE ZONE BEDDING MATERIAL AS REQUIRED BY UTILITY 2'-6" MIN. ROADWAY RESTORATION SEE KENT STANDARD PLAN CLASSIFICATIONS 50 FEET EACH WAY 6-216-3, 6-4, 6-7 AND 6-8 35 FEET 6-5, 6-9, 6-10, 6-11, 6-12, EACH WAY 6-13, 6-14 AND 6-15 NOTES: EXISTING PANEL WIDTH 1, PORTLAND CEMENT CONCRETE SHALL BE CLASS 4000. EDGE OF CURB AND GUTTER 2. ALL TRENCH BACKFILL SHALL BE CSTC, WSDOT STD. DOWELING TRENCH WIDTH SPEC„ 9-03.9(3), NOT REQUIRED AS REQUIRED 3, ALL SAW CUTS SHALL BE VERTICAL AND PERPENDICULAR OR PARALLELTO THE ROAD CENTERLINE AS DIRECTED PREPARATION AND FULL DEPTH POLYETHYLENE BY ENGINEER. REPLACEMENT OF PCC PANEL ROOFING PAPER ALONG ALL SHALL COMPLY WITH WSDOT % I ° I EXISTING CONCRETE 4, FOR ASPHALT OVERLAYS TACK ASPHALT FACES OF SAW STANDARD SPEC, 5-01,3(4� SURFACES REQUIRED PER CUT AND SEAL SAW CUTS PER WSDOT STD, SPEC. MINIMUM REQUIREMENTS 5.01.3(4) OF WSDOT STD. 3 (5AND 5 04 S ) (5)A. ALSO THOROUGHLY TACK I I SPEC. CONCRETE SURFACE TO RECEIVE HMA. CENTERLINE OR LANE LINE _ 5. FOR RIGID PAVEMENT OVERLAID WITH ASPHALT A I I A PAVEMENT, PANEL REPLACEMENT SHALL BE PERFORMED FIRST AND THEN GRIND AND OVERLAY ASPHALT PER KENT STANDARD PLAN, 6-66. AN ASPHALT IMPREGNATED FOR STREET WITH AN WOVEN FABRIC SHALL BE PLACED BETWEEN THE ASPHALT OVERLAY MATCH CONCRETE AND ASPHALT PAVEMENT TO REDUCE _ I EXISTING THICKNESS REFLECTIVE CRACKING THROUGH THE ASPHALT. — — — (2" MIN) 6. FULL CONCRETE PANEL(S) REPLACEMENT IS REQUIRED. rt �� 7, A MINIMUM 4-DAY CURING PERIOD WILL BE REQUIRED LONGITUDAL CONSTRUCTION PRIOR TO OPENING TO TRAFFIC. ON ARTERIALS OR TRANSVERSE CONSTRUCTION III JOINT TIE BARS #5 REBAR x WHERE OTHERWISE SPECIFIED BY THE ENGINEER, IN L I JOINT DOWEL BARS 1-1/2" 0 VARIES I I 3C" LONG @ 36" O.C. ADDITIVES MAY BE REQUIRED TO REDUCE THE CURING x LONG 12" TIME TO 3 DAYS OR LESS. SMOOTH DOWELS, EPDXY PLAN COATED WITH BEARING 8, COMPACTION REPORTS ARE REQUIRED AS OUTLINED IN COMPOUND SUCH AS GREASE J SECTION 2.4 AND 2.5 OF THE KDCS AND 2-03.3(14)D AND E OF THE WSDOT STD. SPEC. ADEQUATE NOTICE FULL PANEL WIDTH FOR SCHEDULING THESE SERVICES SHALL BE GIVEN E i CONSIDERATION IN PERFORMING THE WORK. 1' MIN. 1' MIN, (TYP) (TYP) la^ SAWCUT, SEE NOTES 4 AND 5 (TYP) MECHANICALLY CUT AND SEALED FOR REMOVAL ON CONSTUCTION JOINT PER WSDOTRSTD. SPEC. 05 3(8) MIN SIZE 3/16" WIDE x 1" DEEP EXISTING CONCRETE MAX SIZE 5116" WIDE x 1/4 PAVEMENT DEPTH OF PANEL, HAND HELD AND PUSH SAWS ALLOWED. } °)4 Ck" DOWEL -TIE BAR TO EXISTING ~ EPDXY COATED DOWEL COMPACTED CSTC PANELS. SEE WSDOT STD PLAN OR TIE BARS AS SEE NOTE 2 \f\ A-60.10 AND A-40.10 (TYP) REQUIRED OF PIPE ZONE BEDDING ::•�•'•• �\ \CONSTRUCTION JOINT. •t�.P • •L • l- MATERIAL AS CONCRETE PATCH SHALL x .: MATCH EXISTING THICKNESS REQUIRED BY UTILITY • ;'::• SS MINTHICKNESS IS 6" (. ) FULL DEPTH BOND L, + ' `� ~+ L•, ,�+ ,. FINISH REQUIREMENTS f BREAK FILM. PER WSDOT 5-05.3(11) 2'-6" MIN, SECTION A -A NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN KDCS = KENT DESIGN AND ELECTRONIC DUPLICATE. THE Y AND APPROVED FOR PUBLICATION ORIGINAL, SIGNED BY THE ENGINEER IS KEPT ON FILE AT THE CITY OF CONSTRUCTION S aY W 45f, KENT. A COPY MAY BE OBTAINED UPON REQUEST, STANDARDS. CITY OF I-CENT ENGINEERING DEPARTMENT 3. ISSUED FOR APPROVAL SGC 2022/04/19 2. ISSUED FOR APPROVAL SGC 2021/09/29 1. ISSUED FOR APPROVAL MK 2020/12/15 N0. REVISION BY DATE SURVEYED: SURVEYED DESIGNED: EM AB AB DRAWN: SGC AB CHECKED: RM A P P R APPROVED: AB wi130*11Y&Ii 0 0 0 0 o 0 0 0 0 0 0 Q o o ° 0 o f o .tl o 6" MIN. ATTACH SIGNS 30" AND UNDER HEAVY DUTY BUCKLE TYPE 201 WITH 2 DRIVE RIVETS AND BLACK INSULATED WASHERS, SEE NOTE 5 ATTACH SIGNS 36" AND OVER WITH CORNER BOLTS AND BLACK FLARED LEG BRACKETS INSULATED WASHER, SEE NOTE 6 SS 0.030 BAND IT BRACKET SEE NOTES 9 AND 10 OR APPROVED EQUAL IGN POST SQUARE 2"x 2", 1 1 GAGE. ALL HOLES /1 ZE-PUNCHED JRNER BOLT, 3„ -E NOTE 6 _ FINISHED GRADE SET FOUNDATION ON UNDISTURBED NATIVE SOIL OR COMPACTED MATERIAL SET ANCHOR PLUMB AND TRUE, SEE NOTE 3 CONCRETE BASE SHALL BE POURED IN PLACE AROUND ANCHOR WHILE PREVENTING CONCRETE FROM ENTERING THE ANCHOR NOTES: 1. METAL POSTS SHALL BE TELESPAR POST STEEL PIPE TYPE OR APPROVED EQUIVALENT. 2. FOR IN -SIDEWALK INSTALLATIONS, CORE AN 8" DIAMETER HOLE PRIOR TO EXCAVATION. 3. ANCHOR LENGTH SHALL BE 30", LENGTH MAY BE REDUCED TO 24" OR SIGN POST BASE PLATE INSTALLATION TYPE B (SEE DETAIL 6-82b) MAY BE USED; ONLY IF APPROVED BY THE CITY OF KENT. ANCHOR SHALL HAVE 4 EACH 7/16" DIAMETER HOLES ONE EACH SIDE 2" FROM TOP. FINISH SHALL BE ZINC HOT DIPPED GALVANIZED MATERIAL TO MEET ASTM A500 GRADE B, 7 GAUGE, 2 1/2"x 2 1/2" TELESPAR ANCHOR OR APPROVED EQUIVALENT. 4. POST SHALL BE ROLLED CARBON SHEET STEEL, ASTM A1011 GRADE 50 AND BE HOT DIPPED GALVANIZED AASHTO M120 YIELD STRENGTH 60,000 PSI MIN. SQUARE POST SHALL HAVE 7/16" DIAMETER PRE -PUNCHED HOLES ON 1" CENTERS FULL LENGTH, FOUR SIDES. EY of WA 38296 �01 ��OISTV ww 1� �SSIONAL SCALE: VERTICAL: NAVD 1988 AS SHOWN HORIZONTAL: NAD 1983/1991 C TY OF KENT DATUM Planning/Building/Public Works Dept. 5/16" X 1" SS BOLTS WITH BLACK INSULATED *3" WASHERS MOUNTING ON STREET LIGHT STANDARD OR SIGNAL POLE 5. DRIVE RIVETS TO BE TL3806 3/8" DIAMETER 6. CORNER BOLTS TO BE TL070M. JAMNUTS TL062 AND 3/8" GALVANIZED WASHER WITH BLACK INSULATED WASHER. 7. SEE STANDARD PLAN 6-83M AND 6-84M FOR STREET NAME SIGN DETAILS. 8. PRIVATE STREET NAME SIGNS AND PRIVATE SIGN POSTS ARE MAINTAINED BY THE PROPERTY OWNERS. 9. ALUMINUM SIGN BLANK THICKNESS; WARNING AND REGULATORY 30" AND UNDER - 0.080". WARNING AND REGULATORY 36" AND OVER - 0.125" 10. SHEETING MATERIAL: WARNING AND REGULATORY - 3M HIGH INTENSITY PRISMATIC SCHOOL SIGNS - 3M DIAMOND GRADE DG3 LEGENDS, SYMBOLS AND BORDERS - 3M ELECTROCUT FILM DIVA No. REM C-2204826 BA SED ON TH E SUE Mr- TE D DRAVVINGS AN D SP ECIFICATIO NS PROVIDED BY THE AP P'LICANT'S LICENSED EN GINEEI2S, SU RVF:YO RS AND ARCHITECT 5 A N D OTHER CERTEFI EO PRO FESSIOUALS, THESE PLANS ARE APPROVED FOR CONFORMANCE WrTH THE CITY CAE KENT ENGINEERING DIVISION'S REQUIP EM ENTS N 00 N Ln 0 0 1 U) LON L_J uow FO FOR A -I Al on 0 U) 0 z w INFORMATION SHOWN ON THIS DRAWING REGARDING EXISTING UTILITIES Q IS COMPILED FROM TOPOGRAPHY SURVEY BY SURVEYOR, AND MAY NOT BE Q COMPLETE OR ACCURATE. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE AND CONFIRM THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, AND ADVISE THE ENGINEER OF ANY POTENTIAL CONFLICTS. DATE (-) M A D U E N O S H O R T P L A T 2022/04/19 w FIELDBOOK: __D PAGE: O 19805 108TH AVE SE, REN TON, WA 98055 DRAWING NO:5 DETAILS(2) - CITY OF KENT SHEET: 5_OF_10 Q w LEGAL DESCRIPTION THE NORTH 2 2 ACRES OF THE SOUTH EAST QUARTER OF THE SOUTHEAST QUARTER OF NORTHWEST QUARTER IN SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST, W.M IN KING COUNTY WASHINGTON. EXCEPT THE EAST 30 FEET FOR ROAD. ALSO EXCEPT THE RIGHT OF WAY FOR 106TH AVENUE SOUTHEAST: AND ALSO EXCEPT THAT PORTION THERE OF CONVEYED TO THE STATE OF WASHINGTON FOR STATE ROUTE 515 BY DEED RECORDED UNDER RECORDING NO 8906291184: SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON 0 I d66 N6p 5 k6o k3r . LINEOF EX 1 24" CEDAR Pr rwn-srurr k6o 6 k'h6p0 �k6p$ 6 p 6 k6o • 0p 9 g CURB 71" QEnna r DAR TWIN k G tb 9 A PORTION OF THE SE 4 OF THE NW 4 OF SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST. W.M. k6, 06 k6 $, n61 D`6�O A ALL WORKS AS SHOWN FRONTING LOT- TO LOT-6 ARE TO BE COMPLETED UNDER PERMITS BY CITY OF RENTON & SOOS CREEK DISTRICT. SEPARATE ESC PLANS WILL BE SUBMITTED FOR ASSOCIATED WORKS & SERVICES. !abl0 9 k6� 9 k6y' TEMPORARY INLET PROTECTION MAPLE QUAD Ik6 1• (]IJKR AI MY I I Too°o C105 �000° 000°°00° 0°0°00 00°00° 0 0°000°° arqk • 000 000° ° ° c > o oo°0 0 00°0 00 0 00 ° oo°0 0 0 _ °' pOO°° O O °O°° �O°°O °O °° ��o® < ,pO O� c+ O c�° O° c AD 198THSTS_E Q o 0 0 �c ° 0 0- °0 ° ° Y_O°ooao�S ao 3 r,Qo- 1-- - -- - 0+! 000 6 00 0�0 0 °o°- 4 66�0 r5C'._10 o 00 0 o .�----- 0 C14 o 0 o zls vpb 00 w,b o 54-> 006 00°0000°000000 ,��qq���o°�O 00 O 00°0 0 0° o°0000000 00 00°0 0 00�0 oov 50 O O I' 00 0000°000000 00000000000 o-0 °0000 00 0000°0000 o 0 , -oo o o I •' Q� g @Q'� O Opp,., O O O O O O O O O" C�fQ O �. 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I I - I I N I I I I N 1iN 1 I \�� I 1 1 6k9 yrO �k GOTM 0) 4 I 1°°-°°' I �� zt mrrax k lrcorrOw a6` I I I I kyb• f�+ 1 6p.'• aw000 10Ago - - _ :b krO L 11 - L------- 1 c 153 I` 24" corn 9--J I I / e cor oNwoao ------J - ---J ----J y - --=--J - No WOODX 10" 1 \ ;�11 k6y 1 1 X ku orraN�r-p6��TT0I+ 6k� 74.0' X R 74.0 by9 0° k066 k66 k6y$ 74.0' k6y9 k 24XALDER `'� k6y' 0• k6 9 100- k� 21' - - rWs - 57.0' a 74.0' 74.0' 74. 4 ' NO CONSTRUCTION DURING HEAVY RAINFALL THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. AGENCIES INVOLVED SHALL BE NOTIFIED WITHIN A REASONABLE TIME PRIOR TO THE START OF CONSTRUCTION. INFORMATION SHOWN ON THIS DRAWING REGARDING EXISTING UTILITIES IS COMPILED FROM TOPOGRAPHY SURVEY BY SURVEYOR, AND MAY NOT BE COMPLETE OR ACCURATE. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE AND CONFIRM THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, AND ADVISE THE ENGINEER OF ANY POTENTIAL CONFLICTS. SURVEY BENCHMARK CITY OF KENT BENCHMARK NO 7073 PUNCH IN 3" BRASS DISC, INCASED, LOCATED AT THE INTERSECTION OF SOUTH 2O0TH STREET AND 100TH AVE SOUTHEAST. ELEVATION: 343.77 FEET CENTREPOINTE CONSULTANTS 14209 29TH ST E #105 SUMNER, WA 98390 PHONE: (253) 987-7859 CONSULTANT MAINLAND ENGINEERING CONSULTANTS CORPORATION UNIT 206 8363 128TH STREET SURREY, B.C. V3W 4131 TEL: (604) 543 8044 FAX: (604) 543 8104 EMAIL: CIVIL@MAINLANDENG.COM MATERIAL STOCK PILES TO BE ENCIRCLED WITH SILT FENCE OR COVERED WITH POLY SHEETS, LOCATION MAY VARY (TYPICAL) OF OFFSITE TREES ARE SHOWN (TYP) DI" 24" COTTONWOOD DROPERTY LINE AS PER STD DETAI STD 5.31 (TO BE REINSTATED MMEDIATELY, IF TEMPORARY REMOVED DURING CONSTRUCTION). ALONG TREE TRACT WITH TOPSOIL AND SOD IMMEDIATELY (OR AS PER ARBORIST RECOMMENDATION) ANY DISTURBANCE ALONG PROPOSED SIDEWALK TO BE SIDEWALK TO BE COVERED WITH GRAVEL/GEOTEXTILE IMMEDIATELY ESC CONSTRUCTION SEQUENCE: 1. PRE- CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN) 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION AS SHOWN ON PLAN. 5. INSTALL PERIMETER PROTECTION (SILT FENCE) 6. CONSTRUCT SURFACE WATER CONTROLS SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT AS SHOWN ON PLAN . 7. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 8. COVER THE ALL AREA WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 9. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 10. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 11. UPON COMPLETION OF THE PROJECT ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED. 3. ISSUED FOR APPROVAL SGC 2022/04/19 2. ISSUED FOR APPROVAL SGC 2021/09/29 1. 1 ISSUED FOR APPROVAL MK 2020/12/15 N0. REVISION BY DATE Q Z kj0�6 I W Ob kip LLI PICA 220 � � � J a a� h�p96 R�p9 it W `T r 00 �Q O 4:L dl 1 o �r ON, y2 k�0�o--EX11aE%9CURB y m 4, ti D k� k IN, - 3 6 Y � Iti�15 ANY DISTURBANCE DURING MAIN WATER WORKS TO BE STABILIZED WITH '1 k�1�0 w k a- CURB 1 k DO k� k U k� o x UDED CURB )C1 k1 6`L k�� O ROAD DEDICATIOP 9 k eye' k1 R c22o I- �, ti W LU I kl HYDRANT LL O o06 1 k�1Z� k1 a I- bio6 k1*16 1 V VI 1 = 6 k'IU y Dr1 O SURVEYED: SURVEYED DESIGNED: EM AB AB DRAWN: SGC AB CHECKED: RM A P P R APPROVED: AB PLAN SCALE. 1 "=40' EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL ( ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF KENT, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT' S CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY ( ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST- PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN( S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF KENT SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK- OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF- SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON- SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/ OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/ OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON- SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON- SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY AS PER STATE STANDARD. 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON ( OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE KENT SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 23 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT - LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLAN( S) CONTAINING EXISTING STORMWATER FACILITIES OR ON- SITE BMPS ( AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON ( OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT- LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON- SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. BMP LEGEND C101 = PRESERVE NATURAL VEGETATION C105 = STABILIZED CONSTRUCTION ENTRANCE C120 = TEMPORARY AND PERMANENT SEEDING C123 = PLASTIC COVERING C140 = DUST CONTROL C150 = MATERIALS ON HAND E53 = MATERIAL DELIVERY, STORAGE AND CONTAINMENT C209 = OUTLET PROTECTION C220 = STORM DRAIN INLET PROTECTION C223 = SILT FENCE AD = AREA OF DISTURBANCE SCALE: AS SHOWN 0 40' 1 "=40' VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 C T Y OF KENT DATUM Planning/Building/Public Works Dept. f I A No. REMC- 2B4826 BRIBED ON THE SUBMITTED DRAWI NG5 A{i D SPECIFICATIONS PROVIDED BY THE APPLIOANT"S LIOEN5ED EINIGINEERS, SURVEYORS AND ARCHITECTS AND OTHER CERTIFIED PRO FESSIMALS, THESE PLANS ARE APPROVED FO R CC N FO R.MANCE WITH TH E CITY OF KENT ENGIN EER-I NG DIVISION`S REQUIREMENTS Development Engineering Manager Date. City Engineer Date 1. INFORMATION SHOWN ON THIS DRAWING REGARDING EXISTING UTILITIES IS COMPILED FROM TOPOGRAPHY SURVEY BY SURVEYOR, AND MAY NOT BE COMPLETE OR ACCURATE. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE AND CONFIRM THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, AND ADVISE THE ENGINEER OF ANY POTENTIAL CONFLICTS. 11 MADUENO SHORT PLAT 19805 108TH AVE SE, RENTON, WA 98055 EROSION AND SEDIMENT CONTROL PLAN N 00 N In 0 0 0) u N 0 0 0 0 L / I\ 0 0 0 0 0 U) 0 z W DATE, ) 2022/04/19 L E1� PAGE: 0 DRAWING NO: 6 0- SHEET: 6_OF-10 U LJJ 0 � n Ln LEGAL DESCRIPTION THE NORTH 2 2 ACRES OF THE SOUTH EAST QUARTER OF THE SOUTHEAST QUARTER OF NORTHWEST QUARTER IN SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST, W.M IN KING COUNTY WASHINGTON. EXCEPT THE EAST 30 FEET FOR ROAD. ALSO EXCEPT THE RIGHT OF WAY FOR 106TH AVENUE SOUTHEAST: AND ALSO EXCEPT THAT PORTION THERE OF CONVEYED TO THE STATE OF WASHINGTON FOR STATE ROUTE 515 BY DEED RECORDED UNDER RECORDING NO 8906291184: SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON WIRE FABRIC NEWLY GRADED OR DISTURBED SIDE SLOPE 2' 2' FLOW 1 NATIVE BACK --ILL MATERIAL OR 3/4"-1.5" WASHED GRAVEL JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. FILTER FABRIC MATERIAL A MIRAFI 10OX OR QUNALENT I6"x6" TRENCH A PORTION OF THE SE 4 OF THE NW 4 OF SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST. W.M. r 3" FILTER FABRIC MATERIAL z Zo e-, 1 1/2" WASHED 1 ROCK SECTION A -A �WIRE RINGS / \ (TYP. ) 2"x2"x14 GAUGE WELDED WERE FABRIC OR EQUAL (IF 180* EXTRA STRENGTH FABRIC IF USED MAY ELIMINATE WIRE FABRIC) STEEL OR 2x4 A I WOOD POSTS I I I 6' O.C. INSTALLATION NOTES; ELEVATION 1. FILTER FABRIC FENCE SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE AFTER THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. THE NEWLY DISTURBED AREAS RESULTING FROM FILTER FABRIC REMOVAL SHALL BE IMMEDIATELY SEEDED AND MULCHED OR STABILIZED AS APPROVED BY THE ENGINEER. 2. FILTER FABRIC FENCES SHALL BE INSPECTED NOTE: -HIS PLAN IS NOT A LEGAL ENG IMMEDIATELY AFTER EACH RAINFALL AND AT AN ELECTRONIC DUPLICATE, THE ORIG LEAST DAILY DURING PROLONGED RAINFAL �j REY ENGINEER AND APPROVED FOR PUBLIC ANY REQUIRED REPAIRS SHALL BE MADE VIE$f �j THE CITY OF KENT, A COPY MAY 3E OB IMMEDIATELY, Q� 0 CITY 1 ENcINEERp 3. REMOVE SEDIMENT WHEN 1T REACHES 1/3 FENCE HEIGHT. / KENT FILTER F 4, INSTALL THE SILT FENCE FIRST, AFTER ., 29 NA{N.M IT{N THE SILT FENCE HAS BEEN INSTALLED, ,�*�' cssa,NED �o< s n� NONE CONSTRUCT BERM AND TRENCH. ��,5/DN.AL F cHEw<EC CCX CALL 12/2019 SURVEY BENCHMARK CITY OF KENT BENCHMARK NO 7073 PUNCH IN 3" BRASS DISC, INCASED, LOCATED AT THE INTERSECTION OF SOUTH 2O0TH STREET AND 100TH AVE SOUTHEAST. ELEVATION: 343.77 FEET Q CENTREPOINTE CONSULTANTS 14209 29TH ST E #105 W SUMNER, WA 98390 PHONE: (253) 987-7859 CONSULTANT MAINLAND ENGINEERING CONSULTANTS CORPORATION UNIT 206 8363 128TH STREET SURREY, B.C. V3W 4G1 TEL: (604) 543 8044 FAX: (604) 543 8104 EMAIL: CIVIL@MAINLANDENG.COM c m SEE �TABLE A �J EXISTING GRADE LEVEL LINE 3 ROCK CHECK DAM - (TYP) SEE TABLE A DITCH PROFILE DETAIL NOTES: Ol DAM SPACING O2 SEDIMENT TRAP LENGTH n LINE THE BOTTOM OF THE SWALE WITH 4" CRUSHED TOP OF CHECK DAM EX, GRADE °�° 1 N 1 FLOW LINE SEDIMENT TRAP UPSTREAM 12" GENERAL NOTES: SECTION A -A 1. SUMP BEHIND ROCK CHECK DAM SHALL BE INSPECTED DAILY, AND CLEANED WHEN COLLECTED DEBRIS EXCEEDS 112 OF ITS DEPTH. 3. ISSUED FOR APPROVAL SGC 2022/04/19 2. ISSUED FOR APPROVAL SGC 2021/09/29 1. ISSUED FOR APPROVAL MK 2020/12/15 N0. REVISION BY DATE 6" DITCH FLOW TABLE A �� o 1:100 100 10 1;S0 50 10 1;25 25 5 1:20 20 4 1:15 15 3 1:10 10 2 1:5 5 0 SURVEYED: SURVEYED DESIGNED: EM AB AB DRAWN: SGC AB CHECKED: RM A P P R APPROVED: AB SCALE: AS SHOWN FOR FURTHER INFORMATION ON STOCKPILING MATERIAL SEE CITY OF KENT DESIGN AND CONSTRUCTION STANDARDS SECTION 2.3.E BURY SHEETING INTO EXISTING SOIL MINIMUM 4"X4" TRENCH SANDBAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC MAX SPACING SHALL BE 10' CLEAR PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MIL. NOTES: 1. PLASTIC SHEETING SHALL MEET ASTM D 4397 REQUIREMENTS. 2, MAXIMUM PERMITTED SLOPE SHALL BE 2H:1V. 3. SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12" AND BE WEIGHTED OR TAPED. 4. TEMPORARY STOCKPILES SHALL NOT BLOCK THE SIGHT DISTANCES OF ANY INTERSECTION OR DRIVEWAY. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 2022-07-26 10 AI,gX, BEE SPgCIlYG PIAS7TC SHF�S BURY SHEETING INTO EXISTING SOIL MINIMUM 4"x4" TRENCH KIVA No. R-EMC-2204826 BASED ON TH E SUBMITTE D DRAVVINGS AND E PECIFICATIO IN S PROVIDED BY THE APP LICANT'S LICENS ED EN OINEERS, .SURIIEYOIRS AND ARCHITECTS AND OTHER CERTIFIED PROFESSIONALS, THESE PLANS AFLE APPROVED FOP, CC) NFORMANCE WrTH THE C;MOF KENT ENGINEERING DI'4lISIOIl'S REQUIREMENTS ENTS Development Er g ine-I Manager Date City Engineer Date C TY OF MADUENO SHORT PLAT KENT 19805 108TH AVE SE, RENTON, WA 98055 Planning/Building/Public Works Dept. TESC DETAILS N 00 N 0 0 N 0 0 0 0 L J 0 0 0 0 Q 0 U) DATE, C l 2022/04/19 LJ E1J PAGE: 0 DRAWING NO: 7 SHEET: 7_OF_10 O LLJ D 0 0 I U W 0 n W LLJ Z LEGAL DESCRIPTION THE NORTH 2 z ACRES OF THE SOUTH EAST QUARTER OF THE SOUTHEAST QUARTER OF NORTHWEST QUARTER IN SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST 5 EAST, W.M IN KING COUNTY WASHINGTON. EXCEPT THE EAST 30 FEET FOR ROAD. ALSO EXCEPT THE RIGHT OF WAY FOR 106TH AVENUE SOUTHEAST AND ALSO EXCEPT THAT PORTION THERE OF CONVEYED TO THE STATE OF WASHINGTON FOR STATE ROUTE 515 BY DEED RECORDED UNDER RECORDING NO 8906291184: SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON SITE DATA TAX PARCEL NO: 052205 9078 SITE ADDRESS: #19805 108TH AVE SE RENTON, WA 98055 TOTAL SITE AREA: 97,174 SF ZONING: R-4 POLE CAP ALLOY 43 WITH S.S. SCREWS LID I / 4 1/2" O.D. GROUND LUG WITH 3/8" DIAMETER HOLE OPPOSITE HANDHOLE I BRACKET OR MAST ARM LENGTH SHOWN ON STREET LIGHTING PLANS WIRE HOLE WITH 1" I.D. RUBBER GROMMET , TAPERED BRACKET 0.125" WALL ALLOY 6063-T6 EXTRUDED POLE PLATE ALLOY 6063-T6 WITH 1/2"-.13 NC ALUMINUM HARDWARE TAPERED ALUMINUM TUBE 0.250 WALL ALLOY 6063-T6 SATIN GROUND FINISH 3'-6" MIN. NO. 151 HANDHOLE (4"X6" NOMINAL) ALLOY A356 T6 NON -FLUSH WITH COVER AN S.S. HEX. HEAD SCREWS (FRAME TAPPED 1/2" .13 NC FOR GROUNDING). MOUNT ON SIDEWALK 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH DESIGN AND SIDE CONSTRUCTION STANDARDS SECTION 6.14 AND REFER TO WSDOT STANDARD SPECIFICATION SEC. 8-20.2(1) BASE FLANGE ALLOY A356 T6 WITH 2. MOUNTING HEIGHT INCREASES BY 6" WHEN BREAKAWAY BOLT COVERS AND S.S. HEX. HEAD COUPLINGS ARE USED. SCREW 3. APPROVED LIGHT POLES ARE VALMONT SERIES 21 AND SERIES GROUT BETWEEN BASE FLANGE AND 22 STANDARDS AND MAST ARMS FOUNDATION IF A BREAKAWAY 4. APPROVED LIGHT FIXTURES ARE AUTOBAHN ATBM H MVOLT R3 COUPLER IS NOT REQUIRED NL P7. BREAKAWAY COUPLER SEE SECTION SEE CURB AND GUTTER DETAILS 6.14.0 AND STANDARD PLAN 6-89 FOR ADDITIONAL INFORMATION FOR FOUNDATION AND ]-BOX. NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE WASF FA ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �� OF I1 �� THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. ���� CITY OF DENT ENGINEERING DEPARTMENT KENT CITY LIGHT STANDARD 38296 WASHINGTON r� w 0 I STERN �1y� DESIGNED COK SCALE NONE STANDARD PLAN DRAWNCOK SSIQAAL CHECKED COK DATE 12/2019 6 - 8 6 APPROVED ENGINEER ELEVATION - 40 FOOT 2" N.T.S. SLIP FITTER 40 FOOT MOUNTING I HEIGHT 2'-0" MIN. SEE DETAIL 6-86A FOR STRAIN RELIEF SIDEWALK DRIVEWAY- - L FACE 10' MIN. OF CLEARANCE CURB FROM DRIVEWAY AGI- CALCULZATION ZONE PRINTOUT COMPONENT SCHEDULE 1 METERBASE: 100 AMP ILLUSTRATED. PROVIDE 150 AMP WHEN AND IF DESIGN LOAD REQUIRES, 4 JAW SAFETY SOCKET, AW #114TB, WITH 5TH JAW AT 9:00 POSITION (CONTRACTOR TO VERIFY WITH SERVING UTILITY). 2 PANELBOARD: 120/240 VAC, 100 AMP (150 AMP IF NEEDED), 1 PHASE, 3 WIRE, COPPER BUS, 12 CKT 100 AMP MAIN BREAKER, WESTINGHOUSE BAB2100, 2 POLE WESTINGHOUSE BAB BOLT -ON BRANCH BREAKERS: 4-20/2 ILLUMINATION BRANCH; 1-40/1 SIGNAL BRANCH; 1-20/1 GROUND FAULT RECEPTACLE & CONTROL BRANCH. -SEE NOTE 4 3 CONTACTOR: LIGHTING RATED, 30 AMP, 4 POLE, 120 VAC COIL, (AS REQUIRED). 4 PHOTO ELECTRIC CELL: 1800VA, 120 VAC, ALR #SST-IES (PER WSDOT SPEC). 5 PHOTO -CELL BYPASS SWITCH, SPDT, 15 AMP, 277 VAC. 6 GROUND FAULT RECEPTACLE, 120 VAC, DUPLEX, 20A CABINET: NEMA 3R, PADMOUNT, 1/8" ALUMINUM CONSTRUCTION, 2CL SCREENED AND GASKETED VENTS M DOORS: HEAVY DUTY CONCEALED HINGES (LIFT-OFF TYPE) SEE NOTE 1 STAINLESS STEEL VAULT HANDLES, PADLOCKABLE METER DOOR BEST BLUE CONSTRUCTION LOCK ON DISTRIBUTION DOOR SEE NOTE 2 POLISHED WIRE GLASS WINDOW IN METER DOOR `D CLOSED CELL NEOPRENE GASKET, CARD HOLDER ° FINISH: POLYESTER POWDER COAT, NONE OUTSIDE, WHITE INSIDE LU ° } z 120/240 VAC SEE NOTE 5 = - 1° 3W 1-® M SEE NOTE 3 EE NOTE 6 METER BASE MAIN CONTROL SIGNAL 'LTG L ONE -LINE DIAGRAM PHOTO 0 ELECTRIC CELL 6" 2" (lYP) 0.17' �� I L_ TEST SWITCH GROUND FAULT RECEPTACLE 0 E- 24" 1611 Go; SERVICE CABINET SKYLINE CABINET SERIES 47700-KM-100 OR APPROVED EQUAL BY TESCOR. METERING SECTION CLEARANCES & EQUIPMENT PER PSE AND EUSERC UL LISTED PER STANDARD #508 SUITABLE FOR USE AS SERVICE ENTRANCE EQUIPMENT CABINET FINISHED FRONT SURFACE SIDE CONDUITS TO BE INSTALLED WITHIN THE CONCRETE PEDESTAL TO SERVE THE CABINETS (TYP) in D o° � 4 ri p 4 CLASS 3000 CONCRETE BASE CONCRETE BASE 20" NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE j� F � I ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �� pF WASly j THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST, Qq"�'T 4 �00 CITY OF KEN`-' �r7 \ �� ENGINEERING DEPARTMENT ti • SERVICE CABINET, CONCRETE KENT 38296 BASE AND ONE LINE DIAGRAM C� WA8HINOTON � GIST �'�� DIESIGNE COK SCALE NONE STANDARD PLAN DRAWNCOK sSIONAL CHECKED COK DATE 2-2019 6 — g 6 E APPROVED NGINEER PROPOSED KENT SERVICE CABINET SURVEY BENCHMARK CITY 0E KENT BENCHMARK NO 7073 PUNCH IN 3" BRASS DISC, INCASED, LOCATED AT THE INTERSECTION DE SOUTH 2O0TH STREET AND 100TH AVE SOUTHEAST. ELEVATION: 343.77 FEET SURVEY CENTREPOINTE CONSULTANTS 14209 29TH ST E #105 SUMNER, WA 98390 PHONE: (253) 987-7859 CONSULTANT MAINLAND ENGINEERING DESIGN CORPORATION UNIT 206 8363 128TH STREET SURREY, B.C. V3W 401 TEL: (604) 543 8044 FAX: (604) 543 8104 EMAIL: CIVIL@MAINLANDENG.COM 4, UPDATED PER CITY COMMENTS MK 2022/04/19 3, UPDATED PER CITY COMMENTS MK 2021 /09/29 2. UPDATED PER CITY COMMENTS MK 2021 /03/08 1, DRAWING ISSUED FOR KENT LIGHTING MK 2020/08/24 N0. REVISION BY DATE SURVEYED: SURVEYED A B DESIGNED: RM AB A B DRAWN: MK AB CHECKED: RM APPR APPROVED: AB FUTURE 40' - -- LIGHT - STANDARD C/W 190E LED 150W NG 150 E HPS ON PSE POLE X TERMINATE CONDUIT INSIDE PROPOSEDJBOX UTILITY SERVICE FROM THIS POLE 10OA-120/240V SERVICE CABINET CONDUIT INSIDE PROPOSEDJBOX ..YyV EXISTING 15OW LIPS GN PSE POLEXISTING / E SANITARY MANHOLE LEAVE EMPTY STUB -OUT 3" FROM JBOX Z OFUTURE 40' Z LIGHT STANDARD C/W 190W LED W 0 O H L.� HYDRANT V V PLAN SCALE. 1 "50' 2022-07-26 SCALE: VERTICAL: NAVD 1988 1 s _50 HORIZONTAL: NAD 1983/1991 ONE INCH D A TU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY O M N VICINITY MAP 1 " 1 000' CONSTRUCTION NOTES: 1. ALL LUMINAIRES SHALL BE SUPPLIED AND INSTALLED TO SUIT THE CURRENT EDITION OF THE CITY OF KENT GENERAL CONDITIONS. 2. ALL CONSTRUCTION OF THE STREET LIGHTING SYSTEM SHALL MEET ALL THE GENERAL CONDITIONS OF THE CITY DE KENT AND KENT REFERENCES TO WSDOT STREET LIGHTING STANDARDS. LIGHTING LEGEND PROPOSED 40 FOOT LIGHT STANDARD WITH 12 FOOT MAST ARM C/W 190W AUTOBAHN LED FIXTURE (ATBM H MVOLT R3 NV PL) FUTURE 40' POLE IF FUTURE RE -DEVELOPMENT OF EAST SIDE OF 108 AVE ---- WERE TO TAKE PLACE (LIGHTING CALCULATIONS BASED ON FUTURE DAVITS) - 3#8 USE-2 Conductors & 1#12 USE-2 BOND inside 2" Schedule 80 RPVC Conduit C.O. 2" Schedule 80 RPVC Conduit only D.S. 2" Schedule 80 RPVC U/G Dip Service C/W 3#2 USE-2 Service Conductors ITT Service Cabinet ( Voltage 120 / 240 ) Service Main Breaker Size 100 Amps. Service on or from Utility Power Pole ( Voltage 120 / 240 ) R Streetlight on Red Phase Conductor B Streetlight on Black Phase Conductor ■ Proposed Street Light Junction Box ROADWAY LIGHTING DESIGN CRITERIA PER: KENT STANDARD (TABLE 6.15) ROADWAY (NAME) 108 AVE S.E. ROAD CLASSIFICATION PRIMARY ARTERIAL PEDESTRIAN CONFLICT LOW ILLUMINANCE RECOMMEND/DELIVERED 1.5Fc/1.6Fc UNIFORMITY RECOMMENDED/DELIVERED 3:1 / 1.9:1 MAX/MIN 6:1 / 3.6:1 MIN ILLUMINATION 0.8 Fc LIGHT LOSS FACTOR 0.76 SPACING (STAGGERED) 230' STAGGERED (50' ROAD WIDTH) FUTURE LIGHT LOCATIONS USED IN CALCS ASSUMES FUTURE EAST SIDE REDEVELOPMENT EQUIPMENT: FIXTURE TYPE: LED I WATTAGE: 190W I MTG. HEIGHT: 40' DIST TYPE: 3M IES FILE: I MODEL: IATBMHMVOLTR3NLP70 NFORMATION SHOWN ON THIS DRAWING REGARDING EXISTING UTILITIES IS COMPILED FROM DIVERSE SOURCES, AND MAY NOT BE COMPLETE OR ACCURATE. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE AND CONEIRM THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, AND ADVISE THE ENGINEER OF ANY POTENTIAL CONFLICTS. I IVA No. RE C-2204826 BASED ON THE SUBM TTED DRAWINGS AND SPECIFICATIONS PROVIDED BY THE A-PPLICANT'S LICENSED ENGINEERS, SURVEYORS ACID ARCHITECTS AND OTHER CERTIFIED PROFESSIONALS, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF KENT ENGINEERING DIVISION'S REQUIREMENTS U N O O O O 0 D C O O O O 0J / k 4 0 0 410915 IN COMPLIANCE WITH CITY OF KENT STANDARDS 0 CALL 48 HOURS EL BEFORE YOUR D C CALL 811 4 H C TY OF MADUENO SHORT PEAT DATE: FIELDDBO K: PAGE: KENT _D/O4/19 � 0 19805 108TH AVE SE, RENTON, WA 98055 El— DRAWING No: Planning/Building/Public Works Dept. 8 CL STREET LIGHTING PLAN SHEET Q OF 10 N 00 N LO O O d� A, u CY) N O O O O O T D J LO O O O O O Cr, n Q J n O C/) O Z w M 0 Q U w O n A PORTION OF THE SE 4 OF THE NW 4 OF SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST. W.M. O T I r) LU O Z LU 0 73 CU LU O ry- O T LU LU �2 V J X x PLACE TOP OF ROOTBALL I" ABOVE THE LEVEL OF NATIVE SOIL BEFORE MULCH, POTTING SOIL SHOULD BE VISIBLE — 3- DEPTH MULCH NOT TOUCHING STEM CUT CIRCLING ROOTS AND SPREAD OR 'BUTTERFLY" ROOTBAU NATIVE SOIL -- ROOT BALL Z REST BOTTOM OF ROOTBALL DH UNDISTURBED NATIVE SOIL WIDTH OF PLANTING HOLE SHALL BE AT LEAST I.5 TIMES THE WIDTH OF THE ROOTBALL SPREAD 3' MINIMUM DIAMETER MULCH RIND (DONUT) AROUND THE PLANTING HOLE NOT TO SCALE TREE TIE SMALL NOT CONSTRICT TREE D1:VELOPMENT STAKE ONLY IF NECESSARY (TYPICALLY IF TREE IS GREATER THAN 4' TALL) STAKE TREE AT 1/3 HEIGHT OF TREE, USE "TREE TIES' OR ENGINEER APPROVED EQUIVALENT, REMOVE STAKF AND Tiff AFTER L YEAR BACKFILL WTnMTOPSOIL ONLY, COMPACT MODERATELY BY HAND NOTE: THIS PLAN 15 NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPOCATE, THE ORIGINAL, $IGNED $YTHE ENGINEER AND APPROVED FOR PUBLICATION 15 KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT lNOINi6IKNe 0[FAinmew !CENT TREE PLANTING oes:c"comma � 5exi „� s�+Mvan wow L CHEI:.W_0.1. WE 12MM J-24 ��DECIDUOUS TREE PLANTING JUTE FABRIC UNDERNEATH BARK MULCH ON SLOPES -R 2:1 2-MULCH (PER SPECS) SH GRADE CAL GROUND COVER NTED AT NURSERY LEVEL NAITIVEMSOILMENT (S E SPXED ECS) / PECS) �SCARIFlED SUBGRADE SEE SPECS. GROUND COVER PLANTING D G NOT TO SCALE PLACE TIP OF ROOTBALL V ABOVE THE 3" DEPTH MULCH NOT TOUCHING STEM �l LEVEL OF NATIVE SOIL BEFORE MULCH. Q POTTING SOIL SHOULD BE V151RUE CUT CIRCLING ROOTS AND J BACKFILL WITH TOPSOIL ONLY, SPREAD OR "BUTTERFLY" ROOTBALL COMPACT MODERATELY BY HAND NATM SOIL J r Sensitive Area Signs Per g _0" City of Renton Standards Chamber Top of Post 45 Degrees 6x6" Split Cedar Post To A Depth of V On All Four Sides 2W Split Cedar Rails 4- 6" Attach Pre -Printed Metal Sign To Post With Two 5/8" ❑ia. Galvanized Carriage 801ts en PitSurface Finish I ~' r Concrete Footing — ,� �-Sacltfill With Native Sall 4" Compacted Granular Su"ase 12. Post Connectia SPLIT -RAIL FENCE WITH SENSITIVE AREA SIGNS REST BOTTOM OF ROOTRALL ON UNDISTURBED NATIVE SOIL WIDTH OF PLANTING HOLE SHALL BE AT LEAST I-5TIMES THE WIDTH OF THE ROOTBALL <OUNO THE PLANTING HOLE NOT TO SCALE NOT TO SCALE SHRUB PLANTING NOT TO SCALE 4B SENSITIVE AREAS SIGN NOT TO SCALE PLANTING NOTES: 1. Planting soil for new planting areas shall be an approved Compost cultivated into the existing prepared subgrade. If existing subsoil is determined to be not suitable by Landscape Architect, a pre -mixed garden soil with a 'Sandy Gravelly Loam' texture shall be used as an amendment. Provide textural and nutrient analysis for review and approval. Minimum soil specifications after amendments shall show a minimum organic content of 10% (by weight) and pH shall be between 5.5- 7.0. 2. Soil Preparation: On Grade Planting Beds: The uppermost 12" (twelve inches) of soil shall be tilled and 2" (two inches) of composted material shall be fully incorporated into the tilled soil. Note that finish grade of mulched beds shall be one inch (1 ") below adjacent paved surfaces. Planting Soil Over Storm Vault: Shall be imported pre -mixed Garden Soil as specified above. 3. Fertilize all installed plants during backfill operations with 4-2-2 Agro Transplanter as recommended by Manufacturer. Fertilize lawn with lawn 'Starter' fertilizer as recommended by Manufacturer. 4. Substitutions or changes in materials and placement shall be made only on the written change orders as agreed between Contractor, Landscape Architect, City and Owner. 5. Mulch all ornamental beds with a minimum 2 inch (2") depth of approved coarse shredded bark'mulch'. Finish grade of mulch shall be 1" below adjacent hard surfaces/ walls. 6. Stake trees per detail and as directed by Landscape Architect. 7. Maintenance: Provide landscape maintenance immediately after planting. Work to inlcude but not limited to pruning, resetting of plants, restoring eroded areas, adjustments to staking and removal of weeds/debris as required for healthy growth of plants. Maintain until Final Acceptance, but in no case less than 30 days (including a min. of two lawn mowings if applicable). 8. The Landscape Architect retains the right to inspect trees, shrubs and groundcover for compliance with requirements for plant size and quality at any time. This includes but is not limited to size and condition of rootballs, root systems, insects, latent injuries and defects. Remove rejected material immediately from project site Upon completion, the Contractor shall request a 'Substantial Completion' of the installed work. Upon completion of the inspection, the Landscape Architect shall prepare a Contractor's list of items to be completed or corrected (Punch List) and indicate the time period for their completion or correction. If based on the opinion of the Landscape Architect the bulk of the work is acceptable, a Provisional Acceptance shall be granted. The Landscape Architect will make an inspection for Final Acceptance of the Work upon request by the Contractor. If all of the items of the Punch List have not been completed to the satisfaction of the CV Landscape Architect, additional inspections will be scheduled at the 0N0 request of the Contractor. Final Acceptance shall not be granted until all N of the items of the Punch List have been completed to the satisfaction of O the Landscape Architect. At this time the Landscape Architect shall certify I in writing the Final Acceptance of the Work. O 7 10. Replacement of Plantings: Remove from site and replace with new planting, at Contractors expense, any plant that is either dead or in unsatisfactory condition, as determined by Landscape Architect as soon as conditions permit within normal planting season. All replacement plantings are then to be under reinstated guarantee period, as specified. Identify these replacements and take whatever necessary steps to prevent similar demise of plant materials. 11. Warranty: This Warranty shall include replacing and planting same size and species of plant material shown on Drawings that is designated to be replaced by the Landscape Architect. Except for loss due to excessively severe climatological conditions (20 year weather charts), O NO installed plant materials are required to be guaranteed until the end of one growing season against defects and unsatisfactory growth, except � for cases of neglect/abuse by Owners/others. All plants replaced shall be O reinstated under plant guaranty conditions. I T GENERAL NOTES: J 1. Coordinate work with other trades as required. Determine location of underground utilities and perform work in a manner which will avoid possible damage. Coordinate with Utilities Underground Location Center and Owner for locations of existing underground utilities, etc. servicing or routed through the site. 2. Provide protection of all property, persons, work in progress, structures, utilities, walls, walks, curbs and paved surfaces from damages incurred arising from this work. The Contractor shall pay for any such damage at no LO CD additional cost to the Owner. O 3. Prior to beginning any construction activities, erect Tree Protection O CD around existing trees to be retained if noted. See Plan/ Plant Schedule CD Notes. 6 4. During construction, keep pavements, building clean. Protect site and r adjacent properties from damage due to construction operations, 12� operations by other Contractors/trades and trespassers. Unfinished and 0- completed work shall be protected from damage by erosion or trespassing, and proper safeguards shall be erected to protect the Public. 5. Staking and Layout: Immediately notify Landscape Architect in writing of any variance between plans and actual site. Landscape Architect has the right to adjust the location of elements. Verify layout with Landscape Architect prior to any installation work. 6. Verify installation conditions as satisfactory to receive work. Do not install any site elements until any unsatisfactory conditions are corrected. Beginning of work constitutes acceptance of conditions as satisfactory. When conditions detrimental to plant growth /constructed elements, are encountered such as rubble fill, adverse conditions, or obstructions, notify Landscape Architect. 7. Edging for Crushed Agg. shall be an Aluminum or Steel Edge (Perma-loc or Colmet) installed per Manufacturers Recommendations. Crushed Agg. shall be a minimum 4" compacted depth of 4" minus crushed gravel. KIVA Na. REMC-2204826 BASED ON THE SUBMITTED DRAVVINGS AND SPECIFICATIONS PROVIDED BY THE APPLICANT'S LICENSED ENGINEERS, SURVEYORS AND ARCHITECTS AND OTHER CERTIFIED PROFESSIONALS, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF KENT ENGINEERING ❑IVISION'S REQUIRE'Y1Er,JTS Develops-tient Er lg�'neer ing Manager t=.iLy Engirleer- Date Date SURVEY BENCHMARK SURVEYED: SCALE: VERTICAL: NAVD 1988 DATE: SURVEYED: HORIZONTAL: NAD 11983/11991 2022/04/04 CITY OF KENT BENCHMARK NO 7073 PUNCH IN 3" BRASS DISC Glenn Takagi AS SHOWN CITY OF INCASED, LOCATED AT THE INTERSECTION OF SOUTH 2O0TH (ia ,DESIGNED: GT MADUENO SHORT PLAT PAGE: OOK: STREET AND 100TH AVE SOUTHEAST. ELEVATION: 343.77 FEET Landscape Architect h KENT PAGE:SURVEY 18550 Firlands Way N. #J2. REVISIONS PER REVIEW_2 gt 2022/04/04 DRAWN: GT 0 20' DATUM 19805 108TH AVE SE, RENTON, WA 98055DRAWING NO:Suite#102 Q � 1. ISSUED FOR APPROVAL gt 2021/09/30 CHECKED: GT Planning/Building/Public Works Dept. 10 CENTREPOINTE CONSULTANTS 14209 29TH ST E #105 Shoreline, WA 98133 PLANTING NOTES 8c DETAILS SUMNER, WA 98390 PHONE: (253) 987-7859 (206) 542-6100 NO. REVISION BY DATE APPR APPROVED: 1 "-20' SHEET: 10 OF 10 GT _ _ Q J O �2 v J O Z LU 0 Q 73 CU LU 476.00 474.00 472.00 470.00 468.00 466.00 464.00 I 462.00 460.00 - iL 5 II �I 458.00 o 1 456.00 In 0 00 454.00 N O 452.00 N, u CD 450.00 w J wI w U U-) r: ;InNr 0 /PROPOSED ELEVATION i z Li rr U d 9 / V.04- I TV.uu Li 00 0 do A I -�- II -1 I. o EXISTING CULVERT TO BE FILLED BY CONTRACTOR u y I I �I ° X' ING SAN INVERT=453.92 L L X' ING W/M INVERT=457.64\� n = CONTRACTOR TO CONNECT I i '' �' x EXISTING SANITARY MAIN TO ° THE PROPOSED SANITARY _ o MANHOLE PER STD PLAN - - S-1 N #19661 00 57 8500040 NW-5.22.5 z*u.uu J+U.UU 3+70.00 4+0.00 5+0.00 5+80.00 6+0.00 0 40 80 120 1 INCH = 40FT. 0 4 HORIZONTALS 12 1 INCH = 4FT, VERTICAL EXIS1II,I13 SANITARY MANHOLE 35--62 --DIST FROM DOWNSTREAM #19714 MHa99, 0522059174 052 =2059112 -- -EX 8" PVC' SAN @2.1 % PROPOSED PROPOSED 6" SANITARY EXISTSTORM SEWER HY01'."iC] FILE PUBLIC ROAD (TYPICAL) AS PER TSOOSION TCREEK MIN 2% ._. MIANTAIN 10' MIN PROPOSED STREET SANITARY SERVICE (TYPICAL) PROPOSED CURB, GUTTER PROPOSED DESIGN STANDARD S-4 WATER/SEWER LIGHTING (TYPICAL) PER DISTRICT STANDARD SIDEWALK AND PLANTER 8" PVC SAN SEPERATION (TYPICAL) S4, WITH TEST TEE AT (TYPICAL) F PROPERTY LINE c":t SFR(i �i o 3 5-22-5 \ d N JS 1 d 91 0 0 Lo o ` Y PROPOSED 8" W/M K-�D56 I I _ -_ _ _ _ I _ +70. 2 1+0.0 --- --- 1 18(� -- -�+1'�100 ------ 2+86. I --- FOR PAVEMENT RESTORATION I I _ _ _ _ ss = _ ._ _ _ _ _ _ 0� 0 6T �T - ������' ��� s.- REQUIREMENTS SEE CITY OF - Ic'MH1 09 1 .----- ----�------------------ --- � MH1409=2 = ---- - ------ ------------- -- - -------- ---- �k 75. RENTON STANDARD PLAN NUMBER. _ � I -I I .v -H032A ( SEE TYPICAL SECTION 'r' 1 1 N SHEET #4) -- - - - - - -3 II 7a.o 74.0 - 74 0 - �.0' 74.0 4.0 1 t I- j p -pR z 1� 1�011 � r 15'-0" 19'-0" EXISTING - LO SANITARY CONNECTION ITO BE ABANDONED w Lnl;;llflL ��,rJI1�Uir '' I L MI•I 35-63 V^^ ♦ RIM EL=46.3.65 ------1, J1 I ` 1 n 8" PVC N INV--4.55.26 6" PVC W INV=455.7:_ >1 'I 6" PVC 5 Ir4V=4.55.6J 6" PVC F. I,..:1 7` ' C1 PROPOSED I J LOCATION �J -T OF MAILBOX ti #19801 QI o I 5728500050 L) u I I � EXISTING EDGE 61 II:iF'HALI �-__ I � I EXISTIN(; PROPERTY LINE-- 0- 0 u1 t6 N #19681 5728500060 rn n 0 0 a CALL- 4B HOURS BEFORE YOUR DIG CALL 811 I I TRACT A I(NO SEWER I SERVICE) I I r I COMBINED I DETENTION/WETI N VAULT I I I I I I I I I I I 1 57,0' 0 10-0 10-0 1 10 -0 _ 10-0 w w 15'-0" uJ LOT-1 s LOT-2 LOT-3 LOT- 4 LOT-5 LOT- 6 N N N N 74.0' 4.D' 74.0' ------ 64-40.100 H 1 409-3 43.83 So LOT-7 TRACT B (NO SEWER N SERVICE) I TREE TRACT 10'-0" PROPOSED PROPERTY LINE AFTER 3' ROAD DEDICATION- I #10604 W 0522059187 ] #10616 W 0522059188 > #10628 Li 0522059070 #10630 0522059169 10638 0522059191 > 10644 > 0522059189 W � � LLJ U7 w W ( SEWER GENERAL NOTES: (REVISED 05/16/11) 1 • ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF SODS CREEK WATER AND SEWER DISTRICT, ALSO REFERRED TO HEREINAFTER AS "DISTRICT". 2. THE DEVELOPER SHALL FURNISH THE DISTRICT A COPY OF THE COMMERCIAL AND/OR SUBDIVISION PLANS APPROVED 476.00 BY THE GOVERNING AGENCY PRIOR TO ANY SEWER MAIN CONSTRUCTION. 3. PRIOR TO CONSTRUCTING ANY SEWER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE CLEARED, GRADED, 474.00 AND STAKED BY THE DEVELOPER/CONTRACTOR AND ALL EXISTING UTILITIES SHALL BE LOCATED. 4. FOLLOWING SEWER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRING THE MAINS 472.00 TO BE RECONSTRUCTED SHALL BE MADE AT THE DEVELOPER'S/CONTRACTOR'S EXPENSE. 5. RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FOR INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN ADDITION TO THE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY 470.00 THE DISTRICT, 6. NO SIDE SEWER CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION OF THE BILL OF SALE 468.00 AND ALL EASEMENTS. OBTAIN SIDE SEWER PERMIT FROM THE DISTRICT FOR EACH SIDE SEWER CONNECTION PRIOR TO MAKING CONNECTION, BILL OF SALE WILL NOT BE PROCESSED UNTIL PUGET SOUND ENERGY HAS EITHER 466.00 PROVIDED A WORK SKETCH OR INSTALLED THEIR VAULTS, HAND HOLES AND LIGHT STANDARDS, OR THE DEVELOPER HAS PROVIDED A SIGNED HOLD HARMLESS AGREEMENT (FORM SUPPLIED BY THE DISTRICT). 7. ALL COSTS OF SEWER MAIN RE -STAKING SHALL BE PAID BY THE DEVELOPER/CONTRACTOR. 464.00 8. PROPERTY CORNERS SHALL BE PINNED WITH REFERENCE TACK ON CURBS BY THE DEVELOPER/CONTRACTOR. 9• THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT AT (253) 630-9900 TO SCHEDULE A PRE -CONSTRUCTION 462.00 MEETING AT THE DISTRICT OFFICE. AFTER THE PRE -CONSTRUCTION MEETING, THE DEVELOPER/ CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST 48 HOURS (REGULAR WORKING DAYS) BEFORE STARTING WORK. 460.00 10. THE DEVELOPER/CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMIT REQUIREMENTS. INSPECTIONS MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE. 458.00 11. CONNECTION TO EXISTING SEWER MAINS SHALL BE MADE ONLY WITH THE WRITTEN APPROVAL OF THE DISTRICT AND ONLY AFTER AT LEAST 48 HOURS (TWO REGULAR WORKING DAYS) ADVANCE NOTICE. 456.00 12. EXISTING SEWERS TO REMAIN IN SERVICE AT ALL TIMES. 13. ALL WATER AND/OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND SHALL NOT BE PERMITTED 454.00 TO ENTER THE EXISTING SYSTEM. LEGAL DESCRIPTION 452.00 THE NORTH 2 2 ACRES OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER IN SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST, W.M, IN KING COUNTY, 450.00 WASHINGTON. EXCEPT THE EAST 30 FEET FOR ROAD. ALSO EXCEPT THE RIGHT-OF-WAY FOR 106TH AVENUE SOUTHEAST: AND ALSO EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON FOR STATE ROUTE 515 BY DEED RECORDED UNDER RECORDING NO 8906291184: SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON VERTICAL DATUM NAVD 88. BENCHMARKS !li I A FULLY AUTOMATIC OPENING EMERGENCY GATING SYSTEM WITH A CLICK 2 ENTER OPENING DEVICE SHALL BE INSTALLED PER RENTON REGIONAL FIRE AUTHORI1Y §TANDARD' AT THIS I LOCATION. EXIU[lNG SANITARY MI 1 35- ICi RIM El_=47'1.33 (� 8" I'VC N-45. 8" PVC 5= 45i. 1, I Ai1DER SGUTHWE`j -j I L 7+43.25 . 25 I � ,_XIS'fll•IG W i� o POWER FOLL I TYPICAL) Icn I �: •. LalSflll'c; I> c, _ ISTORIA MAIN I� U 00 AC '!ATEP' I r' EXISTING 10' SANITARY EASEMENT ;= REC N0.7902200242 J I EXISTING HOUSE LL Z TO BE REMOVED 0 i LL #19819 Li 0522059173 ] 0 i�l [ z o � W III �%.�. F- W cn U P I I I U 1 BASE: CITY OF KENT BENCHMARK NO. 7073 PUNCH IN 3" BRASS DISC, INCASED, LOCATED AT THE INTERSECTION OF SOUTH 2O0TH STREET AND 100TH AVENUE SOUTHEAST. ELEVATION: 343.77' SITE: SET MAG NAIL IN ASPHALT, AT THE NORTHWEST CORNER OF SITE ON THE WEST SIDE OF 106TH AVENUE SOUTHEAST. +/-27.1' WEST - NORTHWEST OF WATER VALVE, +/-18.3' SOUTHEAST OF CATCH BASIN. ELEVATION: 462.25 FEET SHEET INDEX SHEET 1 OF 5 SEWER PLAN, PROFILE & NOTES & VICINITY MAP SHEET 2 OF 5 CONSTRUCTION PROVISIONS SHEET 3 OF 5 MATERIALS AND SURFACE RESTORATIONS SHEET 4 OF 5 SEWER DETAILS SHEET 5 OF 5 SEWER DETAILS STANDARD BLOCKS O PROPOSED SEWER MANHOLE EXISTING SEWER MANHOLE �t PROPOSED SEWER MANHOLE W/ARROW EXISTING SEWER MANHOLE W/PROPOSED SEWER ARROW EXISTING SEWER MANHOLE W/ARROW 1 PROPOSED FLOW ARROW EXISTING FLOW ARROW 5-22-5 S1091 EASEMENT BLOCK WITH ATTRIBUTES GRAPHIC SCALE 0 40 80 1 1 INCH = 40FT. DEVELOPER/CONTRACTOR RESPONSIBLE TO REGRADE SITE AS REQUIRED TO PROVIDE GRAVI I'Y SERVICE TO ALL LOTS AS SHOWN ON PLAN INFORMATION SHOWN ON THIS DRAWING REGARDING EXISTING UTILITIES IS COMPILED FROMTOPOGRAPHY SURVEY BY CENTREPOINTE CONSULTANTS. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE AND CONFIRM THE LOCATIONS ARID ELEVATIONS OF ALL EXISTING UTILITIES, AND ADVISE THE ENGINEER OF ANY POTENTIAL CONFLICTS. V I U 1 IV I I Y IVI/At` PLAN REVIEW #04-1409 O SIi\IG f; nr r A 1773 ms- ;- SEP 0 U 2021 J Q w W N Q W 6 U w J- L) U = G Z a cL ` a � ri in rj rr L, x rn n dt 7� CD p f- r � U Z CD O W r- LL, b co - U Z m Z fy V l w LL Lijp cf) 3� o z -, o 0 W Z �� Q (D p N r- Z Q ZU LIj c)U 0 I- co Cp 00 _I m } o� - o QQ Lin Z j O J o O Qco zcn (D Q z Q_ W r ;t r- z 0 o6 � Z Lu �w- W x 0 I- z Qp! _U W z wa- W 0 ry 0� E- W 12fW ry w - a- z 0� co zU C) I _� W CL O(J) oL ® �( vv W LL] � Q W Q BASE N1.A�-- F - 2 S!-IEE7 I 4 DRAWING K-252 CONSTRUCTION PROVISIONS: (REVISED 05/16/11) 1. STANDARD SPECIFICATIONS: ALL WORK, MATERIALS AND TESTING SHALL CONFORM TO THE STANDARDS OF SOOS CREEK WATER & SEWER DISTRICT AND THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION", CURRENT EDITION, AS PREPARED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION, AND HEREINAFTER REFERRED TO AS THE "STANDARD SPECIFICATIONS, EXCEPT AS HEREIN MODIFIED. 2. TRENCH EXCAVATION, BEDDING AND BACKFILL ALL WORK WITHIN THE RIGHT-OF-WAY SHALL COMPLY WITH ALL PERTINENT PERMITS, THE GOVERNING AGENCY'S CURRENT ROAD STANDARDS, AND THE STANDARD SPECIFICATIONS. ALL MATERIAL FROM CLEARING AND GRUBBING SHALL BE HAULED TO AN APPROVED WASTE DISPOSAL SITE PROVIDED BY THE DEVELOPER/CONTRACTOR. WHEN TRENCHING THROUGH EXISTING PAVEMENT, THE PAVEMENT SHALL BE CUT ON A NEAT -LINE BY SAW CUTTING. TRENCH SIDES SHALL BE KEPT AS VERTICAL AS POSSIBLE GIVEN THE SOIL CONDITIONS. COMPACTION AND RESTORATION SHALL BE DONE AS DETAILED BELOW AND IMMEDIATELY AFTER THE TRENCH BACKFILL IS PLACED, SO AS TO CAUSE THE LEAST DISRUPTION TO TRAFFIC. ALL PAVEMENT SHALL BE CUT 1 FOOT OUTSIDE THE EDGE OF THE TRENCH ON EACH SIDE. ANY TRENCH EXCEEDING FOUR FEET IN DEPTH SHALL BE PROVIDED WITH ADEQUATE SAFETY SYSTEMS MEETING THE REQUIREMENTS OF THE WASHINGTON STATE INDUSTRIAL SAFETY AND HEALTH ACT (WISHA), CHAPTER 49.17 RCW, AND ALL REGULATIONS ADOPTED PURSUANT THERETO. THE DEVELOPER/CONTRACTOR SHALL HAVE A STRUCTURAL ENGINEER REVIEW AND STAMP ANY AND ALL SHORING PLANS AND CALCULATIONS. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR WORKER SAFETY AND THE DISTRICT AND THE DISTRICT'S ENGINEER ASSUME NO RESPONSIBILITY. WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM IS SUITABLE FOR PIPE BEDDING, THE BOTTOM SHALL BE HAND FINISHED TO GRADE SO THAT THE PIPE WILL HAVE UNIFORM SUPPORT ALONG THE BARREL AND BELL. AFTER THE PIPE IS IN PLACE, ADDITIONAL HAND SELECTED NATIVE MATERIAL MEETING THE REQUIREMENTS FOR BEDDING MATERIAL SHALL BE PLACED AND TAMPED AROUND THE PIPE FOR A MINIMUM OF 4 INCHES ABOVE THE CROWN OF THE PIPE. WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM IS STONY OR OTHERWISE NON -UNIFORM, THE TRENCH SHALL BE OVER -EXCAVATED A MINIMUM OF 6 INCHES BELOW THE SPECIFIED GRADE AND A LAYER OF PIPE BEDDING MATERIAL SHALL BE FURNISHED AND PLACED TO THE SPECIFIED GRADE. AFTER THE PIPE IS IN PLACE, ADDITIONAL HAND SELECTED NATIVE MATERIAL MEETING THE REQUIREMENTS FOR BEDDING MATERIAL SHALL BE PLACED AND TAMPED AROUND THE PIPE FOR A MINIMUM OF 4 INCHES ABOVE THE CROWN OF THE PIPE. IF THE NATIVE MATERIAL AT THE TRENCH BOTTOM IS UNSUITABLE FOR FOUNDATION PURPOSES OR WILL HAVE DIFFICULTY PROVIDING UNIFORM BEARING FOR THE PIPE, SUCH MATERIAL SHALL BE REMOVED AND REPLACED WITH A MINIMUM OF 6 INCHES OF COMPACTED FOUNDATION MATERIAL. THE BEDDING MATERIAL SHALL BE CARRIED UP EVENLY ON BOTH SIDES OF THE PIPE SIMULTANEOUSLY IN APPROXIMATELY 6-INCH LAYERS AND EACH LAYER THOROUGHLY COMPACTED WITH APPROPRIATE TOOLS IN SUCH MANNER AS TO AVOID INJURING OR DISTURBING THE COMPLETED PIPELINE. ALL BEDDING AND NATIVE MATERIAL SHALL BE STORED AWAY FROM THE EDGES OF EXCAVATION AND OFF THE PAVED ROADWAY AND SHOULDER. ALL TRENCH BACKFILL SHALL BE MECHANICALLY COMPACTED TO 95% OF THE MAXIMUM DENSITY W11 HIN THE RIGHT-OF-WAY AND IN ALL AREAS (PAVED AND UNPAVED) WHERE STREETS, ROADWAY SHOULDERS, DRIVEWAYS; SIDEWALKS, OR PARKING LOTS WILL BE CONSTRUCTED OR RECONSTRUCTED O\/ER THE TRENCH EXCEPT FOR TRENCHES OVER 8 FEET IN DEPTH. WHEN THE TRENCH DEPTH EXCEEDS 8 FEET, TRENCH BACKFILL UP TO 4 FEET FROM THE TOP OF THE TRENCH SHALL BE MECHANICALLY COMPACTED TO 90% OF THE MAXIMUM DENSITY. THE REMAINING TOP 4 FEET OF THE TRENCH SHALL THEN BE MECHANICALLY COMPACTED TO 95% OF THE MAXIMUM DENSITY. IN UNPAVED AREAS AND OTHER AREAS NOT SUBJECT TO VEHICULAR TRAFFIC, TRENCH BACKFILL FROM THE PIPE TO WITHIN 3 FEET OF THE SURFACE SHALL BE COMPACTED TO 90% OF THE MAXIMUM DENSITY. THE UPPER 3 FEET SHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY. ALL DENSITIES SHALL BE DETERMINED BY TESTING PER THE MODIFIED PROCTOR METHOD, ASTM D1557. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING DENSITY TEST REPORTS CERTIFIED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. A MINIMUM OF ONE TEST SHALL BE TAKEN WITHIN EVERY 500 FEET OF TRENCH LENGTH AND AT DEPTHS UP TO 50% OF TRENCH DEPTH, OR AS DIRECTED BY THE DISTRICT'S FIELD REPRESENTATIVE OR THE GOVERNING ROAD AGENCY. COMPACTION OF LATERALS OR SERVICE LINE TRENCHES SHALL BE TESTED WHERE DIRECTED BY THE DISTRICT'S FIELD REPRESENTATIVE OR THE GOVERNING ROAD AGENCY. TESTING OF CDF, WHEN USED AS REQUIRED BY THE GOVERNING ROAD AGENCY, SHALL BE IN ACCORDANCE WITH ASTM 04832. TRENCH BACKFILL SHALL BE PLACED IN UNIFORM LOOSE LAYERS NO MORE THAN 12 INCHES THICK AND MECHANICALLY COMPACTED AS SPECIFIED. IN ANY TRENCH WHERE THE SPECIFIED COMPACTION CANNOT BE ACHIEVED WITH NATIVE BACKFILL, THE TOP 4 FEET SHALL BE REPLACED AND COMPACTED TO 95% OF THE MAXIMUM DENSITY WITH IMPORTED BANK RUN GRAVEL. THE DISTRICT'S FIELD REPRESENTATIVE RESERVES THE RIGHT TO REQUEST A COMPACTION TEST AT ANY TIME ON THE BACKFILL MATERIAL. IN CUTS TRANSVERSE TO THE ROAD ALIGNMENT AND AT ALL UTILITY CROSSINGS, THE ENTIRE TRENCH SHALL BE BACKFILLED WITH CRUSHED SURFACING. BACKFILL SHALL BE PLACED AND MECHANICALLY COMPACTED IN 12-INCH MAXIMUM LIFTS. AFTER BACKFILL AND COMPACTION, AN IMMEDIATE COLD MIX PATCH SHALL BE PLACED AND MAINTAINED IN A MANNER ACCEPTABLE TO THE GOVERNING ROAD AGENCY UNTIL REPLACED WITH PERMANENT SURFACING. ALL PIPE AND FITTINGS SHALL BE LAID "IN THE DRY" UNLESS OTHERWISE APPROVED BY ENGINEER. TRENCH EXCAVATIONS SHALL BE DEWATERED BY USING WELL POINT SYSTEMS, SUMPS WITH PUMPS OR OTHER METHODS APPROVED BY THE DISTRICT. DEWATERING SYSTEMS SHALL BE USED IN ACCORDANCE WITH GOOD STANDARD PRACTICE AND SHALL BE EFFICIENT ENOUGH TO LOWER THE WATER LEVEL IN ADVANCE OF THE EXCAVATION AND MAINTAIN IT CONTINUOUSLY TO KEEP THE TRENCH BOTTOM AND SIDES FIRM AND DRY. DEVELOPER/CONTRACTOR SHALL SUBMIT THE DEWATERING PLAN TO THE DISTRICT FOR REVIEW AT LEAST 10 DAYS PRIOR TO COMMENCING ANY DEWATERING WORK. ALL DEWATERING EFFLUENT SHALL BE ROUTED THROUGH A DEWATERING POND PRIOR TO RELEASE. GROUNDWATER SHALL BE CONTROLLED SUCH THAT SOFTENING OF THE BOTTOM OF EXCAVATIONS OR FORMATION OF "QUICK" CONDITIONS OR "BOILS" DURING EXCAVATION SHALL BE PREVENTED AND NO SOIL SHALL BE ERODED INTO THE EXCAVATION FROM THE SIDES OF EXCAVATION. DEWATERING SYSTEMS SHALL BE DESIGNED AND OPERATED SO AS TO PREVENT REMOVAL OF THE NATURAL SOILS. THE DEVELOPER/CONTRACTOR SHALL AT ALL TIMES HAVE ON HAND SUFFICIENT PUMPING EQUIPMENT AND MACHINERY IN GOOD WORKING CONDITION FOR ALL ORDINARY EMERGENCIES, INCLUDING POWER OUTAGES, AND SHALL HAVE AVAILABLE AT ALL TIMES COMPETENT WORKERS FOR THE OPERATION OF SAID EQUIPMENT. DEVELOPER/CONTRACTOR SHALL CONTROL SURFACE RUNOFF SO AS TO PREVENT ENTRY OR COLLECTION OF WATER IN EXCAVATIONS AND SHALL MAINTAIN THE UNDISTURBED STATE OF THE FOUNDATION SOILS AND ALLOW THE PLACEMENT OF ANY BACKFILL TO THE REQUIRED DENSITY. THE RELEASE OF GROUNDWATER TO ITS STATIC LEVEL SHALL BE PERFORMED IN SUCH A MANNER AS TO MAINTAIN THE UNDISTURBED STATE OF THE NATURAL FOUNDATION SOILS, PREVENT DISTURBANCE OF COMPACTED BACKFILL, AND PREVENT FLOTATION OR MOVEMENT OF STRUCTURES AND PIPELINES, DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PERMIT REQUIREMENTS AND PROVISIONS FOR MONITORING AND MANAGING WATER DISCHARGED FROM THE EXCAVATION. 3. CONNECTION TO EXISTING SEWER SYSTEM CONNECTIONS TO EXISTING LINES SHALL BE MADE ONLY WITH THE WRITTEN APPROVAL OF SOOS CREEK WATER & SEWER DISTRICT. THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AND OTHER UTILITIES AT LEAST 48 HOURS IN ADVANCE OF ANY CONSTRUCTION AND MAKE THE NECESSARY ARRANGEMENTS WITH THE DISTRICT'S FIELD REPRESENTATIVE FOR THE CONNECTION TO THE EXISTING SEWER SYSTEM. THE DEVELOPER/CONTRACTOR SHALL FURNISH ALL MATERIAL, EQUIPMENT AND LABOR NECESSARY FOR MAKING THE CONNECTION UNDER THE SUPERVISION OF THE DISTRICT. THE 48-HOUR NOTICE REQUIREMENT SHALL NOT COUNT SATURDAYS, SUNDAYS, AND HOLIDAYS. WORK SHALL NOT BE STARTED UNTIL ALL OF THE MATERIAL, EQUIPMENT AND LABOR NECESSARY TO PROPERLY COMPLETE WORK IS ASSEMBLED ON THE SITE. ONCE WORK IS STARTED ON A CONNEC I -ION, IT SHALL PROCEED CONTINUOUSLY WITHOUT INTERRUPTION AND AS RAPIDLY AS POSSIBLE UNTIL THE CONNECTION IS COMPLETED. BEFORE ORDERING MA fERIALS FOR ANY CONNECTION TO AN EXISTING MANHOLE, DEVELOPER/CONTRACTOR SHALL EXCAVATE THE MANHOLE AND VERIFY OUTSIDE DIAMETER OF AI_L PIPES FOR DETERMINING TYPES OF FITTINGS TO BE USED. ALL WORK SHALL BE COORDINATED WITH THE DISTRICT'S FIELD REPRESENTATIVE. THE EXISTING SEWERS SHALL REMAIN IN SERVICE AT ALL TIMES. CONNECTIONS TO SANITARY SEWER MANHOLES SHALL BE MADE USING A SAND COLLAR, A CONCRETE COUPLING OR A KOR-N-SEAL BOOT. THE PIPE TO MANHOLE CONNECTION SHALL BE WATERTIGHT. ANY LEAKS IN THE COUPLINGS OR OTHER AREAS CREATED WHILE CONNECTING TO THE EXISTING MANHOLE SHALL BE SEALED WITH STRATA TECH ST-520 INJI CTION RESIN OR APPROVED EQUAL. DEVELOPER/CONTRACTOR SHALL RE -CI IANNEL EXISTING MANHOLES AS NECESSARY TO SMOOTHLY DIRECT THE FLOW INTO THE EXISTING SYSTEM. ALL WATER AND/OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND NOT BE PERMITTED TO ENTER THE EXISTING SYSTEM. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR BUSHING OUT AND CLEANING ANY EXISTING SEWERS INTO WHICH GRAVEL, ROCKS OR OTHER DEBRIS HAS ENTERED AS A RESULT OF THE DEVELOPER'S/CONTRACTOR'S OPERATIONS, AND SHALL PAY FOR REPAIR TO LIFT STATIONS OR OTHER FACILITIES DAMAGED BY SUCH DEBRIS. ALL FLUSHING WATER SHALL BE PUMPED FROM UPSTREAM MANHOLES OR SEWER LINES AND SHALL NOT BE ALLOWED TO ENTER THE EXISTING SEWER. 4. SEPARATION OF UTILITIES MINIMUM SEPARATION BETWEEN SEWER AND WATER MAINS SHALL CONFORM TO SECTION C1-9.1 OF THE "CRITERIA FOR SEWAGE WORKS DESIGN", CURRENT EDITION, AS PUBLISHED BY THE DEPARTMENT OF ECOLOGY. MINIMUM SEPARATION BETWEEN OTHER UTILITIES SHALL BE 6 INCHES WITH A SAND CUSHION. PUGET SOUND ENERGY VAULTS, HAND HOLES AND LIGHT STANDARDS SHALL BE LOCATED NO CLOSER THAN 10 FEET FROM ANY SEWER MAINS AND STUB SERVICES, DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF VAULTS, HAND HOLES, AND LIGHT STANDARDS WITH THE SEWER STUB SERVICES. NO CONSTRUCTION SHALL START UNTIL THE DEVELOPER/CONTRACTOR HAS FURNISHED THE DISTRICT WITH A WORK SKETCH FROM PUGET SOUND ENERGY OR A SIGNED HOLD HARMLESS AGREEMENT (FORM SUPPLIED BY THE DISTRICT) IS PROVIDED 5. THRUST BLOCKING WHEN DIGGING NEAR FITTINGS ON EXIST ING PIPELINES, TEMPORARY BLOCKING SHALL BE INSTALLED TO PREVENT BLOWOUTS. BLOCKING SHALL ALLOW FOR ANY CONNECTIONS TO THE FITTING TO BE REMOVED WITHOUT DAMAGING THE FITTING. THRUST BLOCKING SHALL CONFORM TO THE STANDARD DETAILS. WHERE UNFAVORABLE GROUND CONDITIONS ARE ENCOUNTERED, SPECIAL BLOCKING MAY BE REQUIRED AS DIRECTED BY THE DISTRICT IN THE FIELD. 6. SEWER MAIN TESTING GRAVITY SEWERS AND APPURTENANCES SHALL BE TESTED AFTER BACKFILLING BY THE LOW-PRESSURE AIR METHOD IN ACCORDANCE WITH SECTION 7-17.3(2) OF THE STANDARD SPECIFICATIONS, EXCEPT WHERE THE GROUND WATER TABLE IS SUCH THAT THE DISTRICT MAY REQUIRE THE INFILTRATION TEST. FINAL ACCEPTANCE OF THE SEWER MAIN INSTALLATION WILL BE SUBJECT TO THE DISTRICT'S RESOLUTION NO. 1904-S, WHICH ALLOWS A MAXIMUM PONDING DEPTH OF 3/4-INCH. IN THE EVENT OF CONFLICTS BETWEEN THE STANDARDS ESTABLISHED IN RESOLUTION NO. 1904-S AND THE STANDARDS SPECIFIED IN SECTION 7-17.3(2) OF THE STANDARD SPECIFICATIONS, THE STANDARDS OF THE RESOLUTION WILL TAKE PRECEDENCE. 7. REPAIR OF PIPELINE FAILURES BROKEN OR OTHERWISE DEFECTIVE PIPE SHALL BE REMOVED AND REPLACED. REPAIR BANDS OR CLAMPS SHALL NOT BE USED TO REPAIR BROKEN PIPE 8. JACKED CROSSING AT LOCATIONS AS REQUIRED BY THE DIS'1 IRICT OR GOVERNING ROAD AGENCY, OR AS PROPOSED BY THE DEVELOPER/CONTRACTOR, SEWER MAIN CROSSINGS OF ARTERIAL STREETS SHALL BE MADE BY .JACKING, DRIVING, OR AUGURING A STEEL CASING PIPE BENEATH THE SURFACE. ALIGNMENT AND GRADE OF CASINGS FURNISHED SHALL BE SUCH THAT NO ADDITIONAL FITTINGS ARE NECESSARY TO MAKE THE CONNECTION. IF THE CASING DOES NOT MEET THIS REQUIREMENT, IT SHALL BE ABANDONED BY FILLING THE CASING WITH MOIST SAND AND A NEW CASING INSTALLED TO MEET THE LINE AND GRADE REQUIREMENTS. NO OPEN EXCAVATION SHALL BE MADE CLOSER THAN 6 FEET FROM THE EDGE OF PAVEMENT. DIAMETER OF CASING PIPE SHALL BE SUFFICIENT TO ALLOW INSTALLATION OF THE SEWER. WALL THICKNESS SHALL BE SUFFICIENT TO WITHSTAND INSTALLATION FORCE AND HIGHWAY LOADING WITH A MINIMUM TI IICKNESS OF '/-INCH. AFTER THE SEWER MAIN HAS BEEN ADJUSTED TO GRADE, MOIST SAND SHALL BE TAMPED INTO THE CASING PIPE SO THAT ALL VOIDS WILL BE FII LED. MANUFACTURED CASING SPACERS THAT PROHIBIT MOVEMENT OF THE PIPE IN ANY DIRECTION WITHIN THE CASING MAY BE USED IN LIEU OF FILLING THE VOID BETWEEN THE SEWER MAIN AND THE CASING WALL WITH SAND. 9. EXISTING UTILITIES EXISTING UTILITIES SHOWN ON ANY REFERENCE DRAWINGS PROVIDED BY THE DISTRICT HAVE BEEN PLOTTED FROM THE BEST INFORMATION AVAILABLE TO THE DISTRICT. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL "EXISTING UTILITIES WELL ENOUGH IN ADVANCE OF THE EXCAVATION TO PREVENT DAMAGE DURING CONSTRUCTION. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS OPERATIONS ON THE PROJECT, 10. WARRANTY PERIOD THE DEVELOPER MAKING THE APPLICATION I OR A LINE EXTENSION SHALL BE RESPONSIBLE FOR THE MATERIALS AND FOR SATISFACTORY OPERATION OF THE FACILITY FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE OF THE COMPLETED PROJECT AND THE BILL OF SALE TO THE DISTRICT. Q Q U Li �L d 10 ' Q SH, �'Lf o p4 VIA417 Fss/n N p�`�`,G c�Lp 0 fl 2021 Q w U) Lo m Q W Y 2 U Q [L Q� Cl, Li rr C) U O d- 0 0 Z F- 00 U z Z u zF-:b d W U) LuLLI Q Z� �� j< i Z d Q _Z z0 LL Q W U U d U zz�}00 Q Q CO LLl --I- J N U o LL. _Z Q D I_ CDJ ZC Q OW Z (I�z W fl ji - U O Z _O w 0 I- () X Q — w W > z - 0 wo �ow n/ w U w U �� rn �% J W I F-- 0C/) oz 006 z0 0 Q BASE MAP F-2 SHEET 2 _, 4 MATERIALS (REVISED 05/16/11) SURFACE RESTORATION 1. PIPE GRAVITY SEWERS AND SERVICES SHALL BE CONSTRUCTED OF PVC PIPE CONFORMING TO SECTION 9-05.12 OF THE STANDARD SPECIFICATIONS UNLESS REQUIRED OTHERWISE BY THE DISTRICT. PVC GRAVITY SEWER MAIN AND PVC GRAVITY SEWER SERVICE PIPE SHALL BE CONSIDERED FLEXIBLE CONDUIT. PVC COMPOUND SHALL MEET THE REQUIREMENTS OF ASTM D 1784 FOR CLASS 12454-B PVC. DUCTILE IRON PIPE (CLASS 52) MAY BE USED IN LIEU OF PVC PIPE PROVIDED THE DUCTILE IRON PIPE IS LINED WITH EPDXY, POLYURETHANE, OR SEWPERCOAT AS MANUFACTURED BY KERNEOS ALUMINATE TECHNOLOGIES OR APPRO\LED EQUAL. All LININGS SHALL BE APPLIED PER THE MANUFACTURER'S RECOMMENDATIONS. A. LINED DUCTILE IRON PIPE SHALL HAVE THE LINING APPLIED TO ALL EXPOSED INTERIOR SURFACES PER THE MANUFACTURER'S RECOMMENDATIONS. B. POLYURETHANE LININGS SHALL CONSIST OF POLYISOCYANATE RESIN AND POLYOL RESIN MIXED AT A 1:1 RATIO AT THE TIME OF THE APPLICATION AND APPLIED TO A DRY FILM THICKNESS OF 40 MILS (0.040 INCHES). COATING THICKNESS WITHIN THE BELL SOCKET INTERIOR AND ON THE SPIGOT END OF THE PIPE EXTERIOR SHALL BE 8 MILS (0,008 INCHES) NOMINAL WITH A MAXIMUM THICKNESS OF 10 MILS (0.010 INCHES) IN ORDER TO MINIMIZE POTENTIAL DIMENSIONAL ASSEMBLY PROBLEMS. THICKER COATS MAY BE ALLOWED PROVIDED FINAL DIMENSIONS ARE WITHIN ALLOWABLE TOLERANCES AFTER THE COATING. THE LINING SHALL PROVIDE AN ASTM D16 TYPE V SYSTEM. C SEWPERCOAT IS A CALCIUM ALUMINATE MORTAR MADE OF FUSED CALCIUM ALUMINATE AND CALCIUM ALUMINATE AGGREGATES. THE LINING SHALL BE APPLIED TO A THICKNESS OF 125 MILS (0.12N1 INCHES) FOR 12-INCH AND SMALLER DIAMETER PIPES AND 3/16 INCHES FOR PIPES LARGER THAN 12 INCHES IN DIAMETER. CRACKS IN THE MINING, OTHER THAN CLOSED HAIRLINE CRACKS AND/OR FINE CRAZING ARE NOT ACCEPTABLE, A SEAL COAT SHALL BE APPLIED TO ANY SEWPERCOAT LINING. D THE EXTERIOR OF ALL DUCTILE IRON PIPES SHALL BE COATED WITH 1 MIL (0.001 INCHES) OF BITUMINOUS PAINT ACCORDING TO ANSI/AWWA C151/A21.51. 2. SIDE SEWER SERVICES ALL SIDE SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SECTION 7-18 OF THE STANDARD SPECIFICATIONS AND THE RESOLUTIONS OF THE DISTRICT, WHICH ARE INCORPORATED HEREIN BY REFERENCE. SIDE SERVICE CONSTRUCTION SHALL FOLLOW THE INSTALLATION OF MAIN LINES AS CLOSELY AS PRACTICAL IN THE OPINION OF THE DISTRICT. CONTRACTOR SHALL INSTALL THE PIPE TO A MINIMUM DEPTH AT THE PROPERTY LINE OF 5 FEET BELOW THE FLOOR TO BE SERVED OR 5 FEET BELOW THE STREET CENTERLINE WHICHEVER IS DEEPER. IN CASES OF VACANT PROPERTIES OR PROPERTIES VACANT BEYOND 150 FEET FROM SEWER MAIN, THE SIDE SEWER SHALL BE CONSTRUCTED WITH A MINIMUM SLOPE OF 2% FROM THE TEE, UNLESS OTHERWISE APPROVED BY THE DISTRICT IN WRITING. ALL STUB SERVICES SHALL TERMINATE WITH A 6-INCH WATERTIGHT CAP AT THE PROPERTY AND/OR EASEMENT LINE, OR 10 FEET PAST AT THE OPTION OF THE DEVELOPER. ALL ENDS OF STUB SERVICES SHALL BE MARKED BY A 12-GAUGE GALVANIZED WIRE AND A 2-INCH BY 4-INCH TIMBER. THE WIRE SHALL EXTEND VERTICALLY FROM THE CAPPED END TO THE GROUND SURFACE AND SHALL BE ATTACHED TO THE TIMBER FROM END TO END. THE TIMBER SHALL EXTEND FROM THE CAPPED END TO A MINIMUM OF 12 INCHES ABOVE THE GROUND AND SHALL BE PAINTED TRAFFIC WHITE WITH THE WORD "SEWER" STENCILED ON WITH BLACK PAINT. THE END OF THE TIMBER SHALL BE MARKED IN PERMANENT INDELIBLE INK WITH THE LENGTH OF THE TIMBER INSTALLED. NEITHER THE WIRE NOR 2" X 4" TIMBER SHALL BE SECURED OR ATTACHED TO THE SEWER PIPE. ALL SIDE SERVICES SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN LINE SEWER IS TESTED FOR ACCEPTANCE. ALL 6-INCH STUBS INTO MANHOLES TO MATCH CROWNS. 3. MANHOLES MANHOLES SHALL BE PRECAST CONCRETE UNLESS REQUIRED OTHERWISE BY THE DISTRICT AND SHALL CONFORM TO STANDARD PLAN B-23A EXCEPT WITH ECCENTRIC REDUCING CONES. POURED IN PLACE BASES SHALL NOT BE ALLOWED. MAXIMUM ALLOWABLE DIMENSION FROM THE BREAK OF CONE TO TOP OF CASTING SHALL BE 20 INCHES. INTERNAL CONCRETE CHANNELS, BENCHES AND FILLETS SHALL BE FORMED USING LOW SHRINKAGE CLASS 4000D 5 SACK MIX WITH PEA GRAVEL TO 5/8-INCH (MAX SIZE) AGGREGATE CONFORMING TO SECTION 6-02.3 OF THE STANDARD SPECIFICATIONS. THE WATER -CEMENT RATIO SHALL NOT EXCEED 0.38. A WATER -REDUCING ADMIXTURE SHALL BE INCLUDED IN THE MIX. LADDER RUNGS SHALL BE 1-INCH DIAMETER DEFORMED BAR, GALVANIZED OR POLYPROPYLENE SAFETY -TYPE STEPS MEETING THE REQUIREMENTS OF ASTM C478, AASHTO M-199, AND ALL WISHA AND OSHA SPECIFICATIONS. POLYPROPYLENE STEPS, CONFORMING TO ASTM D 4101, SHALL BE INJECTION MOLDED AROUND A 1/2-INCH ASTM A 615 GRADE 60 STEEL REINFORCING BAR. COVERS SHALL BE OLYMPIC FOUNDRY MODEL NO. MH30A D/T OR APPRO\LED EQUAL AND SHALL BE 24-INCH DIAMETER CAST IRON OR DUCTILE IRON WITH THREE 5/8-INCH DIAMETER X 1 1/2-INCH LONG COUNTERSUNK N.C. STAINLESS STEEL SOCKET HEAD CAP SCREWS AND SINGLE 1-INCH DIAMETER LIFT HOLE LOCATED APPROXIMATELY 3 INCHES FROM THE OUTSIDE EDGE OF THE COVER. PFOVIDE 5/8-INCH X 2 1/2-INCH STAINLESS STEEL CARRIAGE BOLT INSTALLED IN MANHOLE LIFT HOLE. LIDS SHALL HAVE A NON-SKID PATTERN CAST INTEGRALLY ON TOP WITH THE WORD "SEWER" CAST IN 3-INCH RAISED LETTERS. RING AND COVER SHALL HAVE ONE OF THE LOCK DOWN BOLTS CENTERED DIRECTLY OVER THE ACCESS LADDER. ALL MANHOLE COVERS LOCATED IN SIDEWALKS OR DRIVEWAYS SHALL BE OLYMPIC FOUNDRY NO. MH30A D/T SMOOTH DESIGN OR APPROVED EQUAL WITH LOCKING LID AND 6-INCH CASTING RING AND THE WORD "SEWER" CAST INTEGRALLY ON TOP IN 3-INCH RAISED LETTERS. MANHOLE SECTIONS SHALL HAVE RUBBER GASKET JOINTS CONFORMING TO ASTM C 443, ALL MANHOLE JOINTS AND PICK HOLES SHALL BE SEALED FROM THE INSIDE AND THE OUTSIDE WITH A SAND AND PORTLAND CEMENT CONCRETE MIX. CONTRACTOR SHALL PROVIDE AN 8-INCH THICK BY 6-FOOT WIDE ASPHALT OR CONCRETE COLLAR AROUND THE RIMS OF ALL MANHOLES LOCATED IN UNIMPROVED AREAS, LANDSCAPED AREAS, EASEMENTS, AND ALL OTHER UNPAVED AREAS. THE ASPHALT OR CONCRETE COLLAR SHALL SLOPE AWAY FROM THE MANHOLE RIM. 4. IMPORTED GRAVEL MATERIAL PIPE BEDDING SHALL CONFORM TO SECTION 9-03.12(3) OF THE STANDARD SPECIFICATIONS. FOUNDATION GRAVEL SHALL CONFORM TO SECTION 9-03.17 OF THE STANDARD SPECIFICATIONS. BANKRUN GRAVEL FOR TRENCH BACKFILL SHALL CONFORM TO SECTION 9-03.19 OF THE STANDARD SPECIFICATIONS, EXCEPT AT TRANSVERSE CUTS TO THE ROAD ALIGNMENT OR AT UTILITY CROSSINGS, WHICH SHALL BE BACKFILLED WITH CRUSHED GRAVEL SURFACING OR AS REQUIRED BY THE GOVERNING ROAD AGENCY. DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND DISPOSING OF ANY EXCESS EXCAVATED SOIL MATERIAL AT AN APPROVED DISPOSAL SITE. 5. CRUSHED GRAVEL SURFACING CRUSHED GRAVEI SURFACING SHALL CONFORM TO THE REQUIREMENTS OF SECTION 9-03,9(3) OF THE STANDARD SPECIFICATIONS 6. ASPHALT CONCRETE PATCH AND OVERLAY ASPHALT CONCRETE SURFACING FOR PATCHING AND OVERLAY SHALL CONFORM TO SECTION 5-04.2 AND 5-04.3 OF THE STANDARD SPECIFICATIONS. ASPHALT CONCRETE SURFACING SHALL MEET CLASS ?-INCH, P.G, 58-22 GRADING REQUIREMENTS, OR AS REQUIRED BY THE GOVERNING ROAD AGENCY. 1. OFFSITE SURFACE RESTORATION ALL PAVED OR UNPAVED SURFACES OR EASEMENTS SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED PRIOR TO CONSTRUCTION. ALL TRELS, SHRUBS AND OR OTHER IMPROVEMENTS SHALL BE SAVED, RELOCATED, OR REPLACED BY DEVELOPER/CONTRACTOR o UNLESS NOTED OTHERWISE ON THE DRAWINGS OR IN THE EASEMENT STIPULATIONS. RESTORATION EHALL BE TO THE SATISFACTION OF THE DISTRICT, PROPERTY OWNER, OR GOVERNING ROAD AGENCY. PRECONSTRUCTION PHOTOGRAPHS SHALL BE USED TO APPROVE RESTORATION. o a � 2. ROAD SHOULDER RESTORATION WITHIN RIGHT -Of -WAY THE EXISTING SURFACING OF DISTURBED ASPHALT SHOULDERS SHALL BE REMOVED TO A MINIMUM DEPTH OF 6 INCHES BELOW ORIGINAL STREET GRADE TO PROVIDE FOR PLACEMENT OF THE NEW SUBGRADE AND PAVING. THE SUBGRADE SHALL BE CONSTRUCTED OF 1-1/4-INCH MINUS CRUSHED SURFACING BASE COURSE PLACED TO A COMPACTED THICKNESS OF 2-1/2 INCHES, FOLLOWED BY 5/8- INCH MINUS CRUSHED SURFACING TOP COURSE PLACED TO A COMPACTED TI IICKNESS OF 1-1/2 INCHES. ASPHALT CONCRETE PAVING SHALL THEN BE PLACED AND COMPACTED IN 2-INCH LIFTS UP TO A MAXIMUM 4-INCH THICKNESS TO MATCH EXISTIN9 PAVEMENT THICKNESS. MINIMUM THICKNESS SHALL BE 2 INCHES. THE SHOULDER SHALL BE REPLACED TO THE EXISTING FOG LINE IN AREAS WHERE THE EXISTING ASPHALT SHOULDER IS SERIOUSLY DISTURBED, OR AT THE DISCRETION OF THE DISTRICT OR THE GO\DEMING ROAD AGENCY. m 0 RESTORATION OF GRAVEL SHOULDERS SHALL INCLUDE A MINIMUM OF 1-1/2 INCHES OF CRUSHED SURFACING TOP COURSE AND 2-1/2 INCHES OF z CRUSHED SURFACING BASE COURSE. of WAS%;'�, 3. ASPHALT SURFACE RESTORATION WITHIN RIGHT -Of -WAY THE EXISTING ASPHALT SUkFACE SHALL BE CUT ON A NEAT LINE BY SAWCUTTING PRIOR TO EXCAVATION TO PROVIDE A CONTINUOUS LINE. 41713 FOLLOWTNG PROPER BACKFILL AND COMPACTION OF THE TRENCH, THE EDGES OF THE SURFACING SHALL BE RE -TRIMMED 12 INCHES WIDER THAN THE �Fci;T�c�La v� EXCAVATION WITH STRAIGHT VERTICAL EDGES FREE FROM IRREGULARITIES. A 1-1/4-INCH MINUS CRUSHED SURFACING BASE COURSE SHALL BE SS/or'IM-�'� PLACED TO A COMPACTED THICKNESS OF 41/2 INCHES, FOLLOWED BY 5/8- INCH MINUS CRUSHED SURFACING TOP COURSE PLACED TO A COMPACTED EP 0 8 Z021 THICKNESS OF 2 INCHES. ASPHALT CONCRETE PAVIN()' SHALL THEN BE PLACED AND COMPACTED IN 2-INCH LIFTS TO MATCH THE EXISTING THICKNESS AND GRADE OF THE ORIGINAL SURFACE. ASPHAL I PATCH SHALL HA\IE A MINIMUM THICKNESS OF 2 INCHES AND A MAXIMUM THICKNESS OF 4 INCHES. THE ASPHALT PATCH SHALL THEN BE OVERIAID WITH A MINIMUM OF 1-1/2 INCHES COMPACTED ASPHALT CONCRETE. ASPHALT OVERLAY SHALL BE PRE -LEVELED AS DETERMINED BY THE DISTRIC I-'S FIELD REPRESENTATIVE. NO OVERLAY SHALL BE REQUIRED IF THE FINAT TRIMMED EDGE OF THE ASPHALT PATCH DOES NOT ENCROACH INSIDE THE FOG LINE OR, IN LIEU OF A FOG LINE, WITHIN 12 FEET FROM THE EXISTING CENTERLINE OF THE ROAD. THE DISTRICT OR J GOVERNING ROAD AGENCY RESERVES THE RIGHT TO REQUIRE AN OVERLAY ON ANY SECTION. IF THE EDGE OF THE ROAD IS CURB AND GUTTER, THEN Q THE ASPHALT PATCH SHALL EXTEND TO THE EDGE OF THE CURB UNLESS INDICATED OTHERWISE BY THE DISTRICT OR GOVERNING ROAD AGENCY. ALL w ASPHALT JOINTS SHALL BE SEALED WITH APPROVED SEALER. DEVELOPER/CONTRACTOR SHALL REPLACE EXISTING STRIPING AND PAVEMENT () MARKINGS AS REQUIRED BY THE GOVERNING ROAD AGENCY. DEVELOPER/CONTRACTOR SHALL MAINTAIN TEMPORARY COLD OR HOT MIX ASPHALT PATCHES DAILY DURING CONSTRUCTION TO THE SATISFACTION OF THE GOVERNING ROAD AGENCY AN[) THE DISTRICT*S FIELD REPRESENTATIVE UNTIL SAID PATCH IS REPLACED WITH A PERMANENT HOT PATCH. THE PERMANENT Lo PATCH SHALL BE PLACED AND :SEALED WITH PAVING GRADE ASPHALT WITHIN 30 CALENDAR DAYS. co °' Q W r U CONCRETE PAVEMENT SHALL BE RESTORED CONSISTENT WITH SEBTION 5-01 OF THE STANDARD SPECIFICATIONS. ANY CONCRETE PAVEMENT TRAFFIC LANE J w vQ AFFECTED BY THE TRENCHING) SHALL HAVE ALL AFFECTED PANELS REPLACED. CEMENT CONCRETE PAVEMENT SHALL BE RESTORED WITH AN 8- SACK MIX, > � USING EITHER TYPE II OR TYPE III CEMENT WITHIN 30 CALENDAR DAYS. ° n z u. cn Q w rn 4 q Lu rr 2 p 4. CURBS, GUTTERS, AND SIDEWALKS 00 EXISTING CURBS, GUTTERS, AND SIDEWALKS DAMAGED BY CONSTRUCTION OF THE PROJECT OR THE DEVELOPER*S/CONTRACTOR'S USE AND ACTIVITY, SHALL IT-- U BE REPAIRED TO THE SATISFACTION OF THE PROPERTY OWNER, THE DISTRICT, OR THE GOVERNING ROAD AGENCY, AND TO ITS ORIGINAL CONDITION OR U w dam- o, BETTER. (D Z c Z 1- �t W rl WCD 0 0�cflz 5. NON PAVEMENT RESTORATION WITHIN RIGHT-OF-WAY Z � > X z Q _ CULTIVATED LAWNS SHALL BE RUESTORED WITH SOD. RESEEDING OF CULTIVATED LAWNS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF PAPERTY Z Ou- Q OWNER AND DISTRICT. UNCUI.TI\LATED LAWNS, PASTURE AND VACANT LAND SHALL BE RESTORED WITH A PASTURE GRASS MEETING THE FOLLOWING W � c� C) � REQUIREMENTS. Z Z � co C) J co SEED MIX: 40% PERENNIAL_ RYEGRASS Q I¢— c) W J Z_ N(ifLo U 10% WHITE CLOVER z CD _j L � o 30%' FESCUE Z U)cn Q 0 7) 20% RED CREEPING FESCUE _ LU U � W APPLY AT THE RATE OF 100 POUNDS PER ACRE b ii MULCH: SILVA FIBER MULCH APPLIED AT 1500 TO 2000 POUNDS PER ACRE. ;- FERTILIZER: COMMERCIAL MIX 10/20120 OF NITRATE, PHOSPHATE AND POTASH APPLIED AT RATE OF 450 POUNDS PER ACRE. f 6. FINAL UTILITY ADJUSTMENT TO FINISH GRADE z' z ALL UTILITY COVERS, WHICH ARE LOCATED ON PROPOSED ASPHALT ROADWAYS, SHALL BE TEMPORARILY PLACED AT SUB -GRADE .ELEVATION PRIOR TO 0 PLACING CRUSHED SURFACING MATERIAL. FINAL ADJUSTMENT OF ALL COVERS AND ACCESS ENTRIES SHALL BE MADE FOLLOWING FINAL PAVING BY SAWCUTTING OF THE PAVEMENT AROUND LIDS AND COVERS. OPENING SHOULD NOT BE LARGER THAN 12 INCHES BEYOND THE RADIUS OF THE COVER. z W DEVELOPER/CONTRACTOR SHALL THEN REMOVE BASE MATERIAL, SURFACING COURSE, AND FRAME; ADD RAISING BRICKS; AND REPLACE FRAME AND COVER �✓ z (� TO FINISH GRADE. FILL AND MECHANICALLY COMPACT AROUND THE STRUCTURE AND FRAME WITH CRUSHED SURFACING MATERIAL, FINISHED SURFACING WLij SHALL BE TWO, 2-INCH COURSES OF ASPHALT CONCRETE SURFACING, COMPACTED AND SEALED TO PROVIDE A DENSE, UNIFORM SURFACE. FINAL LL ADJUSTMENT OF ALL COVERS AND ACCESS ENTRIES SHALL BE COMPLETED WITHIN 30 DAYS OF FINAL PAVING. �--� W ry Q noo z =) 7. FINAL CLEANUP -- cf) r�^^ Q o THE DEVELOPER/CONTRACTOR SHALL CLEANUP ALL ADJACENT AREAS IN COMPLIANCE WITH SECTION 1-04.11 OF THE STANDARD SPECIFICATIONS. STREETS AND cc v� C Z z ROADWAYS SHALL BE CLEANED AND SWEPT BOTH DURING AND AFTER THE INSTALLATION WORK. DISTURBED SOILS SHALL BE FINAL GRADED, SEEDED, AND W ® Q O MULCHED AFTER INSTALLATION OF THE SEWER MAIN. IN LIMITED AREAS SEEDING AND MULCHING BY HAND, USING APPROVED METHODS, WILL BE ACCEPTABLE. DITCH LINES WITH ERODIBLE SOIL OR SUBJECT TO RAPID FLOWS MAY REQUIRE SEEDING, JUTE MATTING, NETTING, OR ROCK LINING TO CONTROL EROSION. ANY W W J �— SILTING OF DOWNSTREAM DRAINAGE FACILITIES, WHETHER DITCHES OR PIPE AND CATCH BASINS, WHICH RESULTS FROM THE SEWER MAIN INSTALLATION SHALL BE CLEANED OUT AND THE WOkK SITE RESTORED TO A STABLE CONDITION AS PART OF SITE CLEANUP. W ui Q U co 0 L �w I � 8. TRAFFIC w AFFIC CONTROL O w 0 Q w THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR INTERIM TRAFFIC CONTROL DURING CONSTRUCTION ON OR ALONG TRAVELED COUNTY �®�^ of iii C ROADWAYS. TRAFFIC CONTROI SHALL FOLLOW THE GUIDELINES OF SECTION 1-07.23 OF THE STANDARD SPECIFICATIONS. ALL BARRICADES, SIGNS, AND v1 D FLAGGING SHALL CONFORM TO I'HE REQUIREMENTS OF THE MUTCD MANUAL. SIGNS SHALL BE LEGIBLE AND VISIBLE AND SHOULD BE REMOVED AT THE END OF Q EACH WORKDAY IF NOT APPLICABLE AFTER CONSTRUCTION HOURS. Q WHEN ROAD CLOSURES CANNO F BE AVOIDED, THE DEVELOPER/CONTRACTOR SHALL POST "TO BE CLOSED" SIGNS A MINIMUM OF FIVE DAYS PRIOR TO THE CLOSING. THE TYPES AND LOCATIONS OF THE SIGNS SHALL BE SHOWN ON A DETOUR PLAN. A DETOUR PLAN MUST BE PREPARED AND SUBMITTED TO THE L -iSE MAID F-2 DISTRICT'S FIELD REPRESENTATIVE AND APPROVED BY THE GOVERNING ROAD AGENCY PRIOR TO CLOSING ANY ROADWAYS. IN ADDITION, THE DEVELOPER/CONTRACTOR MUST NOTIFY IN WRITING ALL LOCAL FIRE, SCHOOL, LAW ENFORCEMENT AUTHORITIES, METRO TRANSIT, AND ANY OTHER 'HEET 3 OF 4 AFFECTED PERSONS AS DIRECTED BY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST FIVE DAYS PRIOR TO THE ROAD CLOSURE. K-254 J,^'AlVll'1 - NW-5-22.5 CD > Q 00 0 I Ln 0 00 m I N Lo rn I U / 0 N U 0 o_ c w U / X 0 0 0 / N 0 N 0 Z Q U 0 a N to U w Q z w J_ L� U O d w D n 0 In rj N 0 N rn w d 0 0 J a TIE IN WITH J EXISTING DITCH REFER TO j RENTON PLAN 1 FOR DETAILS I I EXISTING WATER VALVE--•-_��� STANDARD BLOCKS p DI SPOOL CONCRETE BLOCKING -+�- FIRE HYDRANT GATE VALVE (MJ) I- TEE (MJ) rI COUPLING REDUCER I{ FLXMJ ADAPTOR ❑ WATER METER (D EXISTING GATE VALVE -Z EXISTING FIRE HYDRANT 5-22-5 EASEMENT BLOCK WITH ATTRIBUTES W�1092W1092 FOR PAVEMENT REQUIREMENTS SEE CITY OF RENTON STANDARD PLAN NUMBER - H032A (SEE TYPICAL SECTION IN SHEET #5) X' ING SAN INVERT- 453.92 X' ING W/M INVERT=457.64 SEE DETAIL "A" 1 " IRRIGATION WATER SERVICE PER DISTRICT STANDARD W15 WITH DCVA EXIST1Ni; 1: A(, W/M EXISTING SANITARY MANHOLE PROPOSED �- LOCATION OF MAILBOX #19661 5728500040 I 1 , 1 I I I I I I I I I 1 I cn ;y ;n I I I I �!I I I I I I I I CASING INSULATOR SPECIFICATIONS PART#: SSIM-0820-CR-54-V BAND SNIDE 14GA.(0.074") 304 STAINLESS STEEL 2-B FINISH RIBBED FLANGES LINER PVC LINER (0.096") HARDNESS-DUROMETER 'A' 85 +/- 5 OPERATING TEMP: 140F DIELECTRIC STRENGTH-60,000 V RUNNER 2" WIDE X 4" HIGH MOLDED POLYMER - MOD 2 TOP 2" WIDE X 5" HIGH MOLDED POLYMER - MOD 2 BOTTOM ASSEMBLY HARDWARE 3 SETS PER FLANGE 1/4" - 20 X 2" STAINLESS STEEL BOLTS 1/4" STAINLESS STEEL WASHERS 1/4" STAINLESS STEEL NUTS NOTE: SPACERS TO BE 1' AWAY FROM JOINT RESTRAINTS AT ENDS OF THE PIPE AND V-8' ON CENTER BETWEEN THE JOINTS. I I I I I I I I � I I 1 I -- I I I I I I I _- EXISI-ING 6". AC W/M I �• I EXISTING WATER VALVE I 9.05"O.D. CARRIER PIPE 14.16" 0. D. BELL 19.0"I. D. CASING PIPE NNER CASING SPACER SPECIFICATIONS N.T.S ,f 2+90.58. 9.51 --:� --- PROPOSED FIRE HYDRANT, AS PER EXISTING CULVERT TO BE SODS CREEK STD DRW W-5. I FILLED BY CONTRACTOR 8" WATER MAIN, PORT 5" HYDRANT Di- _ I 1-8' X8' X6, '. TEE (MJxFL) > °�•• -a EXISTING FIRE I-h'IA k(4I 1 0 CONCRETE BLOCKING O 1-6" G.V (FLxMJ) I � I In = o p N 0 --, �`- 0 4 �r � L. N I �0 _ O I I I w w o ' LOT-1 w in TRACT A a= I I LOT-2 COMBINED in L? I DVAULNTION/WET N N W la I I i ch I #19801 O 1 1 1 5728500050 `W I I I I I a � I I OI TT i �3 I L - - - -- - J N; -- W C EXISTING EDGE OF ASPIIAL - # 19681 �---� 5728500060 EXISTING PROPERTY LINE -- CALL 48 HOURS BEFORE YOUR DIG CALL 811 #10504 0522059187 3" COMPACTED DEPTH_J CRUSHED SURFACING BASE COURSE 2" COMPACTED DEPTH CLASS B ASPHALT CONCRETE 4" COMPACTED CRUSHED SURFACING TOP COURSE 6" COMPACTED GRAVEL BASE #10616 0522059188 #19714 0522059174 CENTER OF THE WATER SERVICE METER BOX TO BE INSTALLED 4' OFFSET FROM THE BACK OF THE CURB AS PER STD DETAIL W2(TYP) EXISTING; 6"AC WATER MAIN- CUT IN CONNECTION TO EXISTING 6" W/M, STERILE SWABB PIPE AND APPURTANCES; 1-6"x6" FL TEE 1-8" G.V (FLxMJ) 2-6" G.V (FLxMJ) 1-6"xB" REDUCER (FLxFL) 6" DI SPOOL (AS REQUIRED) CONCRETE BLOCKING CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING WATER MAIN TRANSITION COUPLINGS BETWEEN AC AND DI PIPE AS NEEDED PROPOSED 8" DI WATER MAIN CUT IN MAIN TAP DETAIL "A" N.T.S CUT IN CONNECTION TO EXISTING 12" W/M, STERILE ''WABB PIPE AND APPURTANCES; 1-12"x8" FL TEE 1-8" G.V (FLxMJ) 2-12" G.V (FLxMJ) 12" DI SPOOL (AS REQUIRED) CONCRETE BLOCKING CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING WATER MAIN TRANSITION COUPLINGS BETWEEN AC AND DI PIPE AS NEEDED PROPOSED 8" DI WATER MAIN #19647 0522059193 -54 LF 20" STL CASING PIPE WITH 1/2" THICKNI-SS -CASING SPACERS MODEL SSIM-0820-CR-54-V ADVANCE PRODUCTS & SYSTEMS OR AS APPROVED -PIPE TO BE RESTRANTED (RJ) WITHIN CASING, FIELD LOK GASKETS #19655 \ 4+68.66, 9.5'L 052205912059t 12 PROPOSED FIRE HYDRANT, AS PER SODS CREEK STD DRW W-5. A FULLY AUTOMATIC OPENING 8" WATER MAIN, EMERGENCY GATING SYSTEM WITH 5" PORT HYDRANT A CLICK 2 ENTER OPENING 1-8"X8"X6" TEE (MJxFL) DEVICE SHALL BE INSTALLED PER CONCRETE BLOCKING RENTON REGIONAL FIRE 1-6" G.V (FLxMJ) PROPOSED PROPOSED AUTHORITY STANDARD' AT THIS STORM MAIN SANITARY MAIN LOCATION. \ (TYPICAL) (TYPICAL) PUBLIC ROAD X ING SAN INVERT=457.33 X' ING W/M INVERT=463.75 WATER SERVICE (TYPICAL) STREET LIGHT (TYPICAL) \ 0 1" IRRIGATION WATER PER DISTRICT STANDARD W15 �I I� I SERVICE PER DISTRICT I STANDARD W15 WITH DCVA 10 I 1% LOT-3 #10628 0522059070 LOT-4 Lq 5-22-5 W1092 PARCEL NO.-0522059078 #10630 0522059169 13'-0" I 13'-0" 13'-6" PROP PVMT PROP PVMT PROP BLVD PRIVATE JOINT UTILITY EASEMENTI 6" 8'-0" 5'-0" I � PROP BLVD PROP S/W °- U CL Or 0 4'-0" IL 2.0% 2.0% 2.0% 2.0% SIDEWALK /_8" PROP. WATER MAIN I I �) SERVICEEMETEREBOX S-- -i I CEMENT CONCRETE CURB & -L GUTTER 8" PROP. SANITARY PIPE, 12" EX. STORM PIPE 10'-0" 6'-5" 31'-7" PUBLIC ROAD TYPICAL SECTION I :FISTING 12" im '4-ATER 14AIN uJ U) w Q 00 0 r CUT IN MAIN TAP DETAIL "B" N.T.S w cn uj 2 00 40 r 74.0 74.0 _ 83 - - 3, - 4 9 -0" -22'-2" 15'-0" O�� -3,0 yip LOT- 5 LOT- 6 LOT- 7 I "' II I i in I 0 N TRA(J B o 4 cli coI I .- TREE 1RACT I I lol I I � PROPOSED PROPERTY LINE AFTER 3' ROAD DEDICATION 1 74.0' 1 74.0' _Li i I EXISTING HOUSE TO BE REMOVED z, #10538 #10644 #19819 W 0522059191 0522059189 0522059173 s LL Z' L- 0 0' 1 0 Z,I I_ W ILI V w V WATER GENERAL NOTES: (REVISED 05/16/11) 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE SOOS CREEK WATER & SEWER DISTRICT, ALSO REFERRED HEREINAFTER AS "DISTRICT". 2. THE DEVELOPER SHALL FURNISH THE DISTRICT A COPY OF THE COMMERCIAL AND/OR SUBDIVISION PLANS APPROVED BY THE GOVERNING AGENCY PRIOR TO ANY WATER MAIN CONSTRUCTION. 3. PRIOR TO CONSTRUCTING ANY WATER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE CLEARED, GRADED, AND STAKED BY THE DEVELOPER/CONTRACTOR AND ALL EXISTING UTILITIES SHALL BE LOCATED. 4. FOLLOWING WATER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRING THE MAINS TO BE RECONSTRUCTED SHALL BE MADE AT THE DVELOPER'S/CONTRACTOR'S EXPENSE. 5. RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FOR INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN ADDITION TO THE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY THE DISTRICT. 6, NO WATER SERVICE CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION OF THE BILL OF SALE AND ALL EASEMENTS. MAKE APPLICATION TO THE DISTRICT FOR WATER METER INSTALLATION FOR EACH WATER SERVICE CONNECTION PRIOR TO MAKING CONNECTION. BILL OF SALE WILL NOT BE PROCESSED UNTIL PUGET SOUND ENERGY HAS EITHER PROVIDED A WORK SKETCH OR INSTALLED THEIR VAULTS, HAND HOLES AND LIGHT STANDARDS, OR THE DEVELOPER HAS PROVIDED A SIGNED HOLD HARMLESS AGREEMENT (FORM SUPPLIED BN THE DISTRICT). 7. ALL COSTS OF WATER MAIN RE -STAKING SHALL BE PAID BY THE DEVELOPER/CONTRACTOR. B. PROPERTY CORNERS SHALL BE PINNED WITH REFERENCE TACK ON CURBS BY THE DEVELOPER/CONTRACTOR. 9. THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT AT (253) 630-9900 TO SCHEDULE A PRECONSTRUCTION MEETING AT THE DISTRICT OFFICE. AFTER THE PRE -CONSTRUCTION MEETING, THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST 48 HOURS (REGULAR WORKING DAYS) BEFORE STARTING WORK. 10,THE DEVELOPER/CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMIT REQUIREMENTS, INSPECTIONS MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE. LEGAL DESCRIPTION THE NORTH 21 ACRES OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE EXISTIPI(� NORTHWEST QUARTER IN SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST, W.M, INKING COUNTY, WAiLfi WASHINGTON. •ii EXCEPT THE EAST 30 FEET FOR ROAD. w U ALSO EXCEPT THE RIGHT-OF-WAY FOR 106TH AVENUE SOUTHEAST: c� ==Et AND ALSO EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON FOR STATE ROUTE 515 BY DEED RECORDED UNDER RE SEP 0 0 2021 u_ r; 12 AC � { CORDING NO 8906291184: N Lo _Z ;%WATER MAIN O 1- �1 SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON 00Y Lo r- Q W of U A EXISTING SANITARY VERTICAL DATUM 1. ANI IDLE -� =� NAVD 88. a z ° Y � BENCHMARKS LI � ILl a v a z Q_ v1 s ¢ w z m X' ING STM INVERT=460.03 p Q a s o o o ZX' ING W/M INVERT=463.82 BASE: CITY OF KENT BENCHMARK NO. 7073 ,*2 cmPUNCH IN 3" BRASS DISC, INCASED, LOCATED AT THE O O � INTERSECTION OF SOUTH 2O0TH STREET AND 100TH AVENUE SOUTHEAST. � 0�0 U 7+ 3.25 ELEVATION:343.77' W c� (� SITE: (D ~ Rt j Z w o q ~ � o L SET MAG NAIL IN ASPHALT, AT THE NORTHWEST CORNERZ OF SITE ON THE WEST C� (n O Z V) o SIDE OF 106TH AVENUE SOUTHEAST, W O= co (D U z CL SEE DETAIL +/-27.1' WEST - NORTHWEST OF WATER VALVE, +/-18.3' SOUTHEAST OF CATCH BASIN. Z X Z "B" ELEVATION: 462.25 FEET _ cV LL SHEET INDEX ZCr) W Cl)C) CO m O SHEET 1 OF 5 WATER MAIN PLAN & VICINITY MAP Z 0000 00 J m 0 ,NOTES SHEET 2 OF 5 CONSTRUCTION PROVISIONS J CDJ ULo I� SHEET 3 OF 5 MATERIALS AND SURFACE RESTORATIONS 04 of o o z a M is xlSillaG SHEET 4 OF 5 WATER DETAILS _Z Q cf) f :TORi;4 1,1aIPl SHEET 5 OF 5 WATER DETAILS Q 2 -- _ �, U W L_ "ROAD WORKS SHALL BE CONSTRUCTED ACCORDING TO WASHINGTON STATE DEPARTMENT OF p TRANSPORTATION CONSTRUCTION MANUAL WITH THE FOLLOWING DETAIL. �' TRENCHES SHALL BE CONSTRUCTED AS. SPECIFIED IN STANDARD SPECIFICATIONS SECTION 7-08.3(1)A. IF THE TRENCH IS 4 FT OR MORE IN DEPTH, SHORING AND CRIBBING SHALL BE EXISTING CONSTRUCTED OR THE SIDES OF THE TRENCH SLOPED AS NECESSARY TO PROTECT THE POWER Pr.'I WORKERS IN THE TRENCH, SEE STANDARD SPECIFICATIONS SEC7IUN 2-09.3(4) AND SECTION U p 2-09.1. BACKFILLING WILL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS SECTION N z > 7-08.3(3). SURFACE TREATMENTS AND PAVEMENTS SHALL BE CONSTRUCTED BASED ON ------ f .''' � '.CAI VF CHAPTER 5." FOR MORE DETAIL SEE STANDARD PLAN 6-64 OF CITY OF KENT. z i O EXISTING WATER SERVICE CONNECTION FROM AS BUILT. THE CORPORATION STOP AT THE EXISTING WATER MAIN SHALL BE TURNED OFF AND THE SERVICE LINE SHALL BE CUT AWAY FROM THE CORP STOP AND 108TH AVENUE SE V , wuj W I-- X � � U o SHALL BE RESTORED PER APPLICABLE STREET RESTORATION DETAILS PER CITY w z VICINITY MAP OF KENT STANDARD.(SEE-�I I�I_I�^+-�� I��� z ^ l TYPICAL SECTION IN SHEET #5) z f rI � Lo Q EXISTING 10' _ 7T- J SANITARY EASEMENT "-� w0 UTILITLEARANCE REQUIREMENTS REC N0.7902200242 MINIMUM SEPARATION BETWEEN WATER AND SEWER MAINS SHALL CONFORM TO SECTION C1-9.1 OF THE " CRITERIA FOR SEWAGE WORKS DESIGN", CURRENT EDITION, AS PUBLISHED BY THE DEPARTMENT OF ECOLOGY. MINIMUM SEPARATION BETWEEN OTHER UTILITIES SHALL BE 6 INCHES WITH A SAND CUSHION. WATER MAINS SHALL PASS UNDER STORM SEWERS WHEN NECESSARY TO MAINTAIN THE MINIMUM COVER REQUIREMENTS FOR WATER MAINS. THERE SHALL BE NOT LESS THAN A SIX INCH CUSHION BETWEEN THE WATER MAINS AND THE STORM SEWERS. PUGET SOUND ENERGY VAULTS, HAND HOLES AND LIGHT STANDARD SHALL BE LOCATED NO CLOSER THAN 10 FEET FROM ANY WATER MAINS, FIRE HYDRANTS, AND BLOW -OFF ASSEMBLES AND NO CLOSER THAN 5 FEET FROM ANY WATER SERVICES. DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATION OF VAULTS, HAND HOLES, AND LIGHT STANDARDS WITH THE WATER MAINS, SERVICES, FIRE HYDRANTS, AND BLOW -OFF ASSEMBLES. NO CONSTRUCTION SHALL START UNTIL THE DEVELOPER HAS FURNISHED THE DISTRICT WITH A WORK SKETCH FROM PUGET SOUND ENERGY OR A SIGNED HOLD HARMLI=SS AGREEMENT ( FROM GRAPHIC SCALE SUPPLIED BY THE DISTRICT) IS PROVIDED. 0 40 80 1120 WATER SERVICE LOCATION NOTE ALL WATER SERVICE LOCATIONS TO BE EXAMINED PRIOR TO CONSTRUCTION TO VERIFY UTILITY CONFLICTS. 1 INCH = 40FT. VERIFY 5-FOOT CLEAR OF ALL OTHER UTILITIES. V I V I I V I 1 1 IVI/"1r_ PLAN REVIEW #12-891 w w z Q W rn c+ , w L.L. z 0 Cn Oz pi U O06 W Q> D 06 0 Q BASE MA P F-2 SHEET 'I OF 5 nRA IVIINJG F2.010 CONSTRUCTION PROVISIONS: (REVISED 05/16/11) 4. CONNECTION TO EXISTING WATER SYSTEM 1. STANDARD SPECIFICATIONS: ALL WORK, MATERIALS AND TESTING SHALL CONFORM TO THE STANDARDS OF SOOS CREEK WATER & SEWER DISTRICT AND THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION", CURRENT EDITION, AS PREPARED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION, AND HEREINAFTER REFERRED TO AS THE "STANDARD SPECIFICATIONS," EXCEPT AS HEREIN MODIFIED. 2. TRENCH EXCAVATION, BEDDING AND BACKFILL ALL WORK WITHIN THE RIGHT-OF-WAY SHALL COMPLY WITH ALL PERTINENT PERMITS, THE GOVERNING AGENCY'S CURRENT ROAD STANDARDS, AND THE STANDARD SPECIFICATIONS. ALL MATERIAL FROM CLEARING AND GRUBBING SHALL BE HAULED TO AN APPROVED WASTE DISPOSAL SITE PROVIDED BY THE DEVELOPER/CONTRACTOR. WHEN TRENCHING THROUGH EXISTING PAVEMENT, THE PAVEMENT SHALL BE CUT ON A NEAT -LINE BY SAW CUTTING. TRENCH SIDES SHALL BE KEPT AS VERTICAL AS POSSIBLE GIVEN THE SOIL CONDITIONS. COMPACTION AND RESTORATION SHALL BE DONE AS DETAILED BELOW AND IMMEDIATELY AFTER THE TRENCH BACKFILL IS PLACED SO AS TO CAUSE THE LEAST DISRUPTION TO TRAFFIC. ALL PAVEMENT SHALL BE CUT 1 FOOT OUTSIDE THE EDGE OF THE TRENCH ON EACH SIDE. ANY TRENCH EXCEEDING FOUR FEET IN DEPTH SHALL BE PROVIDED WITH ADEQUATE SAFETY SYSTEMS MEETING THE REQUIREMENTS OF THE WASHINGTON STATE INDUSTRIAL SAFETY AND HEALTH ACT (WISHA), CHAPTER 49.17 RCW, AND ALL REGULATIONS ADOPTED PURSUANT THERETO. THE wi DEVELOPER/CONTRACTOR SHALL HAVE A STRUCTURAL ENGINEER REVIEW AND STAMP ANY AND ALL SHORING PLANS AND CALCULATIONS. THE DEVELOPER/CON1RACTOR SHALL BE RESPONSIBLE FOR WORKER SAFETY AND THE DISTRICT AND THE DISTRICT'S ENGINEER ASSUME NO a RESPONSIBILITY. 0 WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM IS SUITABLE FOR PIPE BEDDING, THE BOTTOM SHALL BE HAND FINISHED TO GRADE SO THAT THE co 0 PIPE WILL HAVE UNIFORM SUPPORT ALONG THE BARREL AND BELL. AFTER THE PIPE IS IN PLACE, ADDITIONAL HAND SELECTED NATIVE MATERIAL cm MEETING THE REQUIREMENTS FOR BEDDING MATERIAL SHALL BE PLACED AND TAMPED AROUND THE PIPE FOR A MINIMUM OF 4 INCHES ABOVE THE o CROWN OF THE PIPE. 0 WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM IS STONY OR OTHERWISE NON -UNIFORM, THE TRENCH SHALL BE OVER -EXCAVATED A MINIMUM OF 6 o INCHES BELOW THE SPECIFIED GRADE AND A LAYER OF PIPE BEDDING MATERIAL SHALL BE FURNISHED AND PLACED TO THE SPECIFIED GRADE. AFTER w THE PIPE IS IN PLACE, ADDITIONAL HAND SELECTED NATIVE MATERIAL MEETING THE REQUIREMENTS FOR BEDDING MATERIAL SHALL BE PLACED AND TAMPED AROUND THE PIPE FOR A MINIMUM OF 4 INCHES ABOVE THE CROWN OF THE PIPF w Li IF THE NATIVE MATERIAL AT THE TRENCH BOTTOM IS UNSUITABLE FOR FOUNDATION PURPOSES OR WILL HAVE DIFFICULTY PROVIDING UNIFORM G BEARING FOR THE PIPE, SUCH MATERIAL SHALL BE REMOVED AND REPLACED WITH A MINIMUM OF 6 INCHES OF COMPACTED FOUNDATION MATERIAL. c Un 11 THE BEDDING MATERIAL SHALL BE CARRIED UP EVENLY ON BOTH SIDES OF THE PIPE SIMULTANEOUSLY IN APPROXIMATELY 6-INCH LAYERS Li AND EACH LAYER THOROUGHLY COMPACTED WITH APPROPRIATE TOOLS IN SUCH MANNER AS TO AVOID INJURING OR DISTURBING THE COMPLETED PIPELINE. w ALL BEDDING AND NATIVE MATERIAL SHALL BE STORED AWAY FROM THE EDGES OF EXCAVATION AND OFF THE PAVED ROADWAY AND SHOULDER. e S ALL TRENCH BACKFILL SHALL BE MECHANICALLY COMPACTED TO 95% OF THE MAXIMUM DENSITY WITHIN THE RIGHT-OF-WAY AND IN ALL AREAS (PA\LED AND UNPAVED) WHERE STREETS, ROADWAY SHOULDERS, DRIVEWAYS, SIDEWALKS, OR PARKING LOTS WILL BE CONSTRUCTED OR o RECONSTRUCTED OVER THE TRENCH EXCEPT FOR TRENCHES OVER 8 FEET IN DEPTH. WHEN THE TRENCH DEPTH EXCEEDS 8 FEET, TRENCH BACKFILL a� UP TO 4 FEET FROM THE TOP OF THE TRENCH SHALL BE MECHANICALLY COMPACTED TO 90% OF THE MAXIMUM DENSITY. THE REMAINING TOP 4 FEET �i OF THE TRENCH SHALL THEN BE MECHANICALLY COMPACTED TO 95% OF THE MAXIMUM DENSITY. IN UNPAVED AREAS AND OTHER AREAS NOT SUBJECT TO VEHICULAR TRAFFIC, TRENCH BACKFILL FROM THE PIPE TO WITHIN 3 FEET OF THE SURFACE SHALL BE COMPACTED TO 90% OF THE MAXIMUM � DENSITY. THE UPPER 3 FEET SHALL BE COMPACTED TO 95o/» OF THE MAXIMUM DENSITY. U i o ALL DENSITIES SHALL BE DETERMINED BY TESTING PER THE MODIFIED PROCTOR METHOD, ASTM D1557. THE DEVELOPER/CONTRACTOR SHALL BE N RESPONSIBLE FOR PROVIDING DENSITY TEST REPORTS CERTIFIED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. A Q; MINIMUM OF ONE TEST SHALL BE TAKEN WITHIN EVERY 500 FEET OF TRENCH LENGTH AND AT DEPTHS UP TO 50% OF TRENCH DEPTH, OR AS DIRECTED ° BY THE DISTRICT'S FIELD REPRESENTATIVE OR THE GOVERNING ROAD AGENCY. COMPACTION OF LATERALS OR SERVICE LINE TRENCHES SHALL ALSO BE TESTED WHERE DIRECTED BY THE DISTRICT'S FIELD REPRESENTATIVE OR THE GOVERNING ROAD AGENCY. TESTING OF CDF, WHEN USED AS REQUIRED BY THE GOVERNING ROAD AGENCY, SHALL BE IN ACCORDANCE WITH ASTM 04832. U n TRENCH BACKFILL SHALL BE PLACED IN UNIFORM LOOSE LAYERS NO MORE THAN 12 INCHES THICK AND MECHANICALLY COMPACTED AS SPECIFIED. IN g ANY TRENCH WHERE THE SPECIFIED COMPACTION CANNOT BE ACHIEVED WITH NATIVE BACKFILL, THE TOP 4 FEET SHALL BE REPLACED AND OF THE MAXIMUM DENSITY COMPACTED TO 950/» WITH IMPORTED BANK RUN GRAVEL. THE DISTRICT'S FIELD REPRESENTATIVE RESERVES THE RIGHT ' TO REQUEST A COMPACTION TEST AT ANY TIME ON THE BACKFILL MATERIAL. 0 cli 0 J IN CUTS TRANSVERSE TO THE ROAD ALIGNMENT AND AT ALL UTILITY CROSSINGS, THE ENTIRE TRENCH SHALL BE BACKFILLED WITH CRUSHED Q SURFACING. BACKFILL SHALL BE PLACED AND MECHANICALLY COMPACTED IN 12-INCH MAXIMUM LIFTS. s AFTER BACKFILL AND COMPACTION, AN IMMEDIATE COLD MIX PATCH SHALL BE PLACED AND MAINTAINED IN A MANNER ACCEPTABLE TO THE GOVERNING ROAD AGENCY UNTIL REPLACED WITH PERMANENT SURFACING. a ALL PIPE AND FITTINGS SHALL BE LAID "IN THE DRY" UNLESS OTHERWISE APPROVED BY THE DISTRICT. TRENCH EXCAVATIONS SHALL BE DEWATERED BY USING WELL POINT SYSTEMS, SUMPS WITH PUMPS OR OTHER METHODS APPROVED BY THE DISTRICT. DEWATERING SYSTEMS SHALL BE USED IN ACCORDANCE WITH GOOD STANDARD PRACTICE AND SHALL BE EFFICIENT ENOUGH TO LOWER THE WATER LEVEL IN ADVANCE OF THE EXCAVATION AND MAINTAIN IT CONTINUOUSLY TO KEEP THE TRENCH BOTTOM AND SIDES FIRM AND DRY. DEVELOPER/CONTRACTOR SHALL SUBMIT THE DEWATERING PLAN TO THE DISTRICT FOR REVIEW AT LEAST 10 DAYS PRIOR TO COMMENCING ANY DEWATERING WORK. ALL DEWATERING EFFLUENT SHALL BE ROUTED THROUGH A DEWATERING POND PRIOR TO RELEASE, GROUNDWATER SHALL BE CONTROLLED SUCH THAT SOFTENING OF THE BOTTOM OF EXCAVATIONS OR FORMATION OF "QUICK" CONDITIONS OR "BOILS" DURING EXCAVATION SHALL BE PREVENTED AND NO SOIL SHALL BE ERODED INTO THE EXCAVATION FROM THE SIDES OF EXCAVATION. DEWATERING SYSTEMS SHALL BE DESIGNED AND OPERATED SO AS TO PREVENT REMOVAL OF THE NATURAL SOILS. THE DEVELOPER/CONTRACTOR SHALL AT ALL TIMES HAVE ON HAND SUFFICIENT PUMPING EQUIPMENT AND MACHINERY IN GOOD WORKING CONDITION FOR ALL ORDINARY EMERGENCIES, INCLUDING POWER OUTAGES, AND SHALL HAVE AVAILABLE AT ALL TIMES COMPETENT WORKERS FOR THE OPERATION OF SAID EQUIPMENT. U U c DEVELOPER/CONTRACTOR SHALL CONTROL SURFACE RUNOFF SO AS TO PREVENT ENTRY OR COLLECTION OF WATER IN EXCAVATIONS AND SHALL W MAINTAIN THE UNDISTURBED STATE OF THE FOUNDATION SOILS AND ALLOW THE PLACEMENT OF ANY BACKFILL TO THE REQUIRED DENSITY. THE 0 RELEASE OF GROUNDWATER TO ITS STATIC LEVEL SHALL BE PERFORMED IN SUCH A MANNER AS TO MAINTAIN THE UNDISTURBED STATE OF THE NATURAL FOUNDATION SOILS, .PREVENT DISTURBANCE OF COMPACTED BACKFILL, AND PREVENT FLOTATION OR MOVEMENT OF STRUCTURES AND PIPELINES. Ln o DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PERMIT REQUIREMENTS AND PROVISIONS FOR MONITORING AND MANAGING WATER DISCHARGED FROM THE EXCAVATION. 0 w 3. COVER OVER PIPELINES o THE DEPTH OF COVER FOR WATER MAINS SHALL BE 36-INCHES FOR 8-INCH DIAMETER AND SMALLER MAINS AND 48-INCHES FOR MAINS OVER 8-INCHES IN DIAMETER. DEPTH OF COVER AT DITCH LINES SHALL MEET THE SAME REQUIREMENTS. EXCEPTIONS WILL BE ALLOWED ONLY WITH THE PRIOR APPROVAL OF THE DISTRICT. 0 J a- THE DEVELOPER/CONTRACTOR SHAI I_ NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AND OTHER UTILITIES AT LEAST 48 HOURS IN ADVANCE OF ANY CONSTRUCTION AND MAKE THE NECE:�SARY ARRANGEMENTS WITH THE DISTRICT'S FIELD REPRESENTATIVE FOR THE CONNECTION TO THE EXISTING WATER MAIN. THE DEVELOPER/CONTRACTOR SHALL NOT OPERATE ANY GATE VALVE OF THE WATER SYSTEM BEFORE, DURING OR AFTER CONSTRUCTION WITHOUT PRIOR APPROVAL OF THE DISTRICT. THE DEVELOPER/CONTRACTOR SHALL FURNISH ALL MATERIAL, EQUIPMENT AND LABOR NECESSARY FOR MAKING THE CONNECTION UNDER THE SUPERVISION OF THE DISTRICT. THE 48 HOUR NOTICE REQUIREMENT SHALL NOT COUNT SATURDAYS, SUNDAYS, AND HOLIDAYS. WORK SHALL NOT BE STARTED UNTIL ALL OF THE MATERIAL, EQUIPMENT AND LABOR NECESSARY TO PROPERLY COMPLETE WORK IS ASSEMBLED ON THE SITE. ONCE WORK IS STARTED ON A CONNECTION, IT SHALL PROCEED CONTINUOUSLY WITHOUT INTERRUPTION AND AS RAPIDLY AS POSSIBLE UNTIL THE CONNECTION IS COMPLETED. BEFORE ORDERING MATERIALS FOR ANY CONNECTION TO AN EXISTING WATER MAIN, DEVELOPER/CONTRACTOR SHALL EXCAVATE THE WATER MAIN AND VERIFY OUTSIDE DIAMETER OF ALI PIPES FOR DETERMINATION OF TYPES OF FITTINGS TO BE USED. THE DEVELOPER/CONTRACTOR SHALL COORDINATE ALL WORK WITH THE DISTRICT'S FIELD REPI�I=SENTATIVE 5. SEPARATION OF UTILITIES MINIMUM SEPARATION BETWEEN WATFR AND SEWER MAINS SHALL CONFORM TO SECTION C1-9.1 OF THE "CRITERIA FOR SEWAGE WORKS DESIGN", CURRENT EDITION, AS PUBLISHED BY THE DEPARTMENT OF ECOLOGY. MINIMUM SEPARATION BETWEEN OTHER UTILITIES SHALL BE 6 INCHES WITH A SAND CUSHION.WATER MAINS SHALL PASS UNDER STORM SEWERS WHEN NECESSARY TO MAINTAIN THE MINIMUM COVER REQUIREMENTS FOR WATER MAINS. THERE SHALL BE NOT LESS THAN A SIX-INCH CUSHION BETWEEN THE WATER MAINS AND THE STORM SEWERS. PUGET SOUND ENERGY VAULTS, HAND HOLES AND LIGHT STANDARDS SHALL BE LOCATED NO CLOSER THAN 10 FEET FROM ANY WATER MAINS, FIRE HYDRANTS, AND BLOW -OFF ASSEMBLIES AND NO CLOSER THAN 5 FEET FROM ANY WATER SERVICES. DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATION OF VAULTS, HAND HOLES, AND LIGHT STANDARDS WITH THE WATER MAINS, SERVICES, FIRE HYDRANTS, AND BLOW -OFF ASSEMBLIES. NO CONSTRUCTION SHALL START UNTIL I -HE DEVELOPER HAS FURNISHED THE DISTRICT WITH A WORK SKETCH FROM PUGET SOUND ENERGY OR A SIGNED HOLD HARMLESS AGREEMENT (FORM SUPPLIED BY THE DISTRICT) IS PROVIDED. 6. THRUST BLOCKING ALL FITTINGS SHALL BE BLOCKED WI FH POURED CONCRETE AGAINST UNDISTURBED SOIL WITH SUFFICIENT CONCRETE AND 3/4-INCH ANCHOR RODS, IF REQUIRED, TO RESIST THE RESULTAN f FORCES. BLOCKING SHALL PROVIDE FOR REMOVAL OF ANY CONNECTION TO THE FITTING WITHOUT DAMAGE TO THE FITTING. WHERE UNFAVORABLE GROUND CONDITIONS ARE ENCOUNTERED, SPECIAL BLOCKING WILL BE REQUIRED AS DIRECTED BY THE DISTRICT IN THE FIELD. WHEN DIGGING NEAR FITTING," ON EXISTING PIPELINES, TEMPORARY BLOCKING SHALL BE INSTALLED TO PREVENT BLOWOUTS. THRUST BLOCKING SHALL CONFORM TO THE STANDARD DE -TAILS. 7. WATER WORKS TESTING PRESSURE TESTING OF LINES SHALL 13E IN ACCORDANCE WITH SECTION 7-09.3(23) OF THE STANDARD SPECIFICATIONS. TEST PRESSURE SHALL BE THE EXISTING SYSTEM LINE PRESSURE PLUS lS 150 PSI, BUT IN NO CASE SHALL THE TEST PRESSURE BE LESS THAN 250 PSI. MAINS SHALL BE DISINFECTED PER SECTION 7-09.3(24) OF THE STANDARD SPECIFICATIONS. THE DEVELOPER/CONTRACTOR SHALL_ CUBE AND FLUSH ALL NEW WATER MAINS WHILE BEING OBSERVED BY THE DISTRICT'S FIELD REPRESENTATIVE. DISTRICT SHALL FURNISH THE CUBES FOR THE DEVELOPER/CONTRACTOR WHO SHALL THEN BE RESPONSIBLE FOR CUBING THE NEW WATER MAINS. DEVELOPER/CONTRACTOR SHALL COORDINATE WITH DISTRICT'S FIELD REPRESENTATIVE FOR THE LOCATIONS TO BE CUBED. AFTER THE CUBES HAVE BEEN FLUSHED FROM THE SYSTEM, THE RE,"T OF THE FLUSHING, CHLORINATING, PRESSURE AND PURITY TESTS SHALL BE COMPLETED. THE DISTRICT SHALL BE RESPONSIBLE FOR COLLECTING THE SAMPLES AND OBTAINING THE BACTERIOLOGICAL TESTS. 8. REPAIR OF PIPELINE FAILURES BROKEN OR OTHERWISE DEFECTIVE PIPE SHALL BE REMOVED AND REPLACED. REPAIR BANDS OR CLAMPS SHALL NOT BE USED TO REPAIR BROKEN PIPE. 9. JACKED CROSSING AT LOCATIONS AS REQUIRED BY THE DISTRICT OR GOVERNING ROAD AGENCY, OR AS PROPOSED BY THE DEVELOPER, WATER MAIN CROSSINGS OF ARTERIAL STREETS SHALL BE MADE BY JACKING, DRILLING, OR AUGURING A STEEL CASING PIPE BENEATH THE SURFACE. ALIGNMENT AND GRADE OF CASINGS FURNISHED SHALL BE SUCH THAT NO ADDITIONAL FITTINGS ARE NECESSARY TO MAKE THE CONNECTION. IF THE CASING DOES NOT MEET THIS REQUIREMENT, IT SHALL BE ABANDONED BY FILLING THE CASING WI fH MOIST SAND AND A NEW CASING INSTALLED TO MEET THE LINE AND GRADE REQUIREMENTS. NO OPEN EXCAVATION SHALL BE MADE CLOSER THAN 6 FEET FI:OM THE EDGE OF PAVEMENT. DIAMETER OF CASING PIPE SHALL BE :;UFFICIENT TO ALLOW INSTALLATION OF THE WATER PIPE. WALL THICKNESS SHALL BE SUFFICIENT TO WITHSTAND INSTALLATION FORCE AND HIGHWAY LOADING WITH A MINIMUM THICKNESS OF /-INCH. AFTER THE WATER PIPE HAS BEEN ADJUSTED TO GRADE, MOIST SAND SHALL BE TAMPED INTO THE CASING PIPE 30 THAT ALL VOIDS WILL BE FILLED. MANUFACTURED CASING SPACERS THAT PROHIBIT MOVEMENT OF THE PIPE IN ANY DIRECTION WITHIN THE CASING MAY BE USED IN LIEU OF FILLING THE VOID BETWEEN THE WATER MAIN AND THE CASING WALL WITH SAND. 10. WATER SUPPLY WATER SUPPLY FOR FILLING, TESTING AND FLUSHING OF THE NEW MAINS MAY BE AVAILABLE FROM THE EXISTING DISTRIBUTION SYSTEM; HOWEVER, THE DEVELOPER/CONTRACTOR WILL BE BILLED BY THE DISTRICT FOR THE WATER USED AT THE CURRENT COMMERCIAL METER RATE. THE DEVELOPER/CONTRACTOR MAY PROVIDE HIS OWN METERING FACILITIES TO THE SATISFACTION OF THE DISTRICT OR ACCEPT THE QUANTITIES ESTIMATED BY THE DISTRICT. 11. EXISTING UTILITIES EXISTING UTILITIES SHOWN ON ANY REFERENCE DRAWINGS PROVIDED BY THE DISTRICT HAVE BEEN PLOTTED FROM THE BEST INFORMATION AVAILABLE TO THE DISTRICT. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES WELL ENOUGH IN AD\LANCE OF THE EXCAVATION TO PREVENT DAMAGE DURING CONSTRUCTION. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS OPERATIONS ON THE PROJECT. THE DEVELOPER SHALL RELOCATE OR REPLACE ANY EXISTING FIRE HYDRANTS LOCATED WITHIN 50 FEET OF THE DEVELOPMENT TO MEET THE DISTRICT'S REQUIREMENTS IF NEW CONSTRUCTION BY THE DEVELOPMENT CREATES A SAFETY HAZARD OR A NON -COMPLIANT CONDITION WITH DISTRICT STANDARD SPECIFICATION REQUIREMENTS. 12. WARRANTY PERIOD THE DEVELOPER MAKING THE APPLICA I ION FOR A LINE EXTENSION SHALL BE RESPONSIBLE FOR THE MATERIALS AND FOR SATISFACTORY OPERATION OF THE FACILITY FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE OF THE COMPLETED PROJECT AND THE BILL OF SALE TO THE DISTRICT. J Q LJ U) 0 w m z aul 41 51NGH 04 NYASj��,/gif/i. - 21 41773 701JfiL �� r-- S E P 0 8 N rn Q W U G _j L Q d as u o z iJ o_ c� rr os v ti4 ?n. L Q Lj m Qa 11'2 Lij Uy z C) G Z n_ '1 G Ci U :2o O Z F- _ 00 C) O Z ( W w 0 co `� o > X C9 ZO U 00 Z Q W 0 � co U (_0m C Q coW .J Ij o -, L U Q = %� p J �� _ O U a W ft r� y ro 0 0 i T z 0 z cn W U X O W 0 0,00' z W � � w Q p w> U O � OW 0 U Q asp A1, r- F_2 SHEET 2 )f- 5 DRAWING F2.011 MATERIALS (REVISED 05116/11) W Ln N Q 0 rj 00 cl, 0 i a, 0 ('J 0 W J Ll Y Li W U Ln 0 0 vi / w o_ a U L,J Ln m Q Lo 0 0 cJl ,n 0) U a� 0 i U a_ C U 0 a 0 L„ 0 0 ,n e� cn L Q 0 n_ LJ cn m Li a a 0 J d 1. DUCTILE IRON PIPE ALL DUCTILE IRON PIPE SHALL CONFORM TO SECTION 9-30.1(1) OF THE STANDARD SPECIFICATIONS. PIPE SHALL BE CLASS 52 CONFORMING TO LAYING CONDITION TYPE 2, SHALL BE LINED WITH CEMENT MORTAR PER ANSI/AWWA C104/A21.4-95, AND SHALL BE SEAL COATED, JOINTS SHALL BE PUSH- ON TYPES WITH RUBBER GASKETS, WHICH FIT INTO ANNULAR GROOVES. JOINTS AT VALVES OR FITTINGS MAY BE MECHANICAL JOINT OR FLANGED DEPENDING ON SPECIFICATION AND DRAWING REQUIREMENT. DUCTILE IRON PIPE MANUFACTURED AND DISTRIBUTED BY PACIFIC STATES CAST IRON PIPE COMPANY SHALL BE MANUFACTURED AFTER 1988. RESTRAINED JOINTS FOR DUCTILE IRON PIPE SHALL BE U.S. PIPE FIELD LOCK GASKET SYSTEM OR APPROVED EQUAL. 2. FITTINGS FITTINGS FOR DUCTILE IRON PIPE SHALL CONFORM TO SECTION 9-30.2(1) OF THE STANDARD SPECIFICATIONS AND MAY BE FLANGED, MECHANICAL OR PUSH -ON AS REQUIRED. FLANGED FITTINGS SHALL CONFORM TO A CLASS 125 PRESSURE RATING. MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED WITH MEGA -LUG RESTRAINING DEVICES OR APPROVED EQUAL. RESTRAINING DEVICES SHALL BE MANUFACTURED OF HIGH STRENGTH DUCTILE IRON, ASTM A536, GRADE 65-45-12. BOLTS AND CONNECTING HARDWARE SHALL BE OF HIGH STRENGTH LOW ALLOY MATERIAL IN ACCORDANCE WITH ANSI/AWWA C111/A21.11. ALL RESTRAINING DEVICES SHALL HAVE A WATER WORKING PRESSURE RATING EQUIVALENT TO THE FULL RATED PRESSURE OF THE PIPE ON WHICH THEY ARE INSTALLED, WITH A MINIMUM 2:1 SAFETY FACTOR IN ANY NOMINAL PIPE SIZE. NOTARIZED CERTIFICATION FROM THE MANUFACTURER OF THE RESTRAINT DEVICE SHALL BE PROVIDED WITH SUBMITTALS. THE EXTERIOR OF ALL DUCTILE IRON FITTINGS SHALL BE COATED WITH BITUMINOUS PAINT. 3. FIRE HYDRANTS HYDRANTS SHALL CONFORM TO AWWA C-502, EXCEPT AS HEREIN MODIFIED. HYDRANTS SHALL HAVE A MINIMUM OF 5-1/4-INCH MAIN VALVE OPENING WITH TWO 2-1/2-INCH HOSE CUNNECTIONS AND ONE 4-1/2-INCH PUMPER CONNECTION. ALL PORTS SHALL BE FURNISHED WITH NATIONAL STANDARD HOSE THREAD AND 1-1/4-INCH OPERATING NUTS THAT TURN COUNTERCLOCKWISE TO OPEN. THE PUMPER CONNECTION SHALL BE EQUIPPED WITH A 5-INCH STORZ ADAPTER MEETING OR EXCEEDING THE FOLLOWING SPECIFICATIONS. A. STORZ ADAPTER AND CAP SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARD COAT ANODIZED. B. THREADED PORTION TO HAVE TWO SET SCREWS 1800 APART AND NO LUGS. C. STORZ FACE TO BE METAL WITH NO GASKETS TO WEATHER. D. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8-INCH COATED STAINLESS STEEL AIRCRAFT CABLE. E. CAP TO BE CONNECTED AND DISCONNECTED WITH STORZ WRENCHES ONLY. TORQUE TO BE SUFFICIENT SO CAP CANNOT BE REMOVED BY HAND. HYDRANTS SHALL BE FURNISHED WITH A 6-INCH MECHANICAL JOINT OUTLET, TWO 3/4-INCH DIAMETER TIE RODS, OR MEGA -LUGS, A 6-INCH AUXILIARY GATE VALVE WITH VALVE BOX, AND A RISER TO SUIT TRENCH DEPTH AT EACH INSTALLATION. THE GATE VALVE SHALL BE FLANGED TO THE MAIN TEE. HYDRANT SHALL BE FURNISHED WITH A BREAK -OFF FLANGE ON THE BARREL AND A BREAK -OFF COUPLING FOR THE STEM. HYDRANTS SHALL CONFORM TO DISTRICT STANDARDS. M & H STYLE 929 RELIANT, MUELLER CENTURION MODEL A-423, CLOW ALL FIRE HYDRANTS SHALL BE MEDALLION OR WATEROUS PACER NO. WB-67. NOZZLES SHALL BE FITTED WITH RENEWABLE BRONZE NIPPLE LOCKED IN PLACE. MAINTAIN 3 FEET CLEARANCE BETWEEN HYDRANT AND PROPERTY OR EASEMENT LINE. TYPE 1 BLUE REFLECTIVE MARKERS AS DESCRIBED IN SECTION 9-21.1 OF THE STANDARD SPECIFICATIONS SHALL BE INSTALLED AS REQUIRED BY THE GOVERNING ROAD AGENCY. FIRE HYDRANTS SHALL BE EQUIPPED WITH STEAMER AND HOSE PORT THREADS IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL FIRE PROTECTION DISTRICT. THE HYDRANT SHALL BE CLEANSED AND PRIME COATED WITH A HEAVY-DUTY BRUSH TYPE PRIMER OR APPROVED EQUAL. ALL HYDRANTS GI IALL BE PAINTED YELLOW WITH TWO TOPCOATS OF nll RFSISTANT ENAMEL, BRUSH TYPE OR APPROVED EQUAL. THE DISTANCE FROM THE HYDRANT TO THE 6-INCH GATE VAL\IE SHALL BE STENCILED ON THE HYDRANT WITH 2-INCH LETTERS. DURING THE CHLORINATING PROCESS FOR THE NEWLY LAID PIPE, ALL VALVES ASSOCIATED WITH THE FIRE HYDRANTS SHALL BE OPERATED WHILE THE PIPELINE IS FILLED WITH THE CHLORINATING AGENT AND UNDER NORMAL OPERATING PRESSURE. 4. FIRE HYDRANT GUARD POSTS GUARD POSTS SHALL NOT BE INSTALLED WITH FIRE HYDRANT ASSEMBLIES UNLESS REQUIRED BY DISTRICT. IF GUARD POSTS ARE REQUIRED BY DISTRICT, THEY SHALL BE MADE OF REINFORCED CONCRETE, 8 INCHES IN DIAMETER, 6 FEET LONG AND BURIED TO A MINIMUM DEPTH OF 3 FEET. GUARD POSTS SHALL BE SET WITH THEIR TOPS AT THE SAME ELEVATION AS THE BONNET FLANGE OF THE HYDRANT. THE EXPOSED PORTION OF THE GUARD POSTS SHALL BE PAINTED WITH 2 COATS OF EXTERIOR CONCRETE PAINT, COLOR AS DESIGNATED BY THE DISTRICT. 5. GATE VALVES GATE VALVES SHALL BE OF THE SIZE AND TYPE INDICATED ON THE DRAWINGS WITH BRONZE -MOUNTED RESILIENT SEAT WEDGING DEVICES CONFORMING TO AWVVA C509 OR AWWA C515. VALVES SHALL BE COATED PER AWWA C550 WITH NON -RISING STEMS,. OPEN COUNTERCLOCKWISE, AND BE EQUIPPED WITH AN O-RING STUFFING BOX. VALVE END CONNECTIONS MAY BE FLANGED, MECHANICAL JOINT OR PUSH -ON AS REQUIRED. ALL FLANGE FACES SHALL BE MACHINED AND DRILLED TO STRADDLE THE VERTICAL CENTERLINE. VALVE STEM EXTENSIONS WITH PLATE WELDED TO OPERATING NUT WILL BE REQUIRED WHERE OPERATING NUT IS MORE THAN 4 FEET BELOW SURFACE. THE VALVE STEM EXTENSION TOP SHALL BE INSTALLED WITHIN 18 INCHES TO 24 INCHES BELOW FINISH GRADE AND SHALL HAVE A 2-INCH SQUARE OPERATING NUT AND SELF -CENTERING ROCK PLATE SUPPORT. LOCK DOWN SET SCREWS SHALL NOT BE USED ON VALVE OPERATING NUT EXTENSIONS. MANUFACTURER SHALL PROVIDE CATALOG DATA, NET WEIGHT, AND ASSEMBLY DRAWINGS OF ALL VALVES TO BE PURCHASED AND INSTALLED AS WELL AS AN AFFIDAVIT OF COMPLIANCE. ALL VALVES SHALL HAVE A WATER WORKING PRESSURE RATING EQUIVALENT TO THE FULL RATED PRESSURE OF THE PIPE ON WHICH THEY ARE INSTALLED, WITH A MINIMUM 2:1 SAFETY FACTOR IN ANY NOMINAL PIPE SIZE. 6. VALVE BOX VALVE BOX SHALL BE CAST IRON SERIES 940B AS MANUFACTURED BY OLYMPIC FOUNDRY OR APPROVED EQUAL WITH LID MARKED "WATER". ALL BOXES SHALL BE ADJUSTED TO MATCH THE FINISH GRADE AT THE VALVE LOCATION. ALL VALVE BOX COVERS SHALL BE PAINTED BLUE. ORIENT THE VALVE BOXES SO THE "EARS" ARE SET THE SAME AS THE PIPE DIRECTION. PROVIDE 4-INCH THICK BY 2-FOOT WIDE ASPHALT ()R CONCRETE COLLAR AROUND VALVE BOX COVERS IN UNIMPROVED AREAS, LANDSCAPE AREAS AND EASEMENTS. 7. VALVE MARKER POSTS VALVE MARKER POSTS SHALL BE FURNISHED AND INSTALLED WITH EACH VALVE UNLESS THE VALVE: IS LOCATED IN THE PAVEMENT OR IN A VAULT. MARKER POSTS SHALL BE CONCRETE WITH 4-INCH MINIMUM SQUARE SECTION, 42-INCH LENGTH, AND SHALL BE REINFORCED WITH ONE 3/81, X 391, BAR OF REINFORCING STEEL. MARKERS SHALL BE PLACED AT THE EDGE OF THE RIGHT-OF-WAY OPPOSITE THE VALVE OR AS DIRECTED BY THE DISTRICT WITH 18 INCHES OF THE POST EXPOSED ABOVE GRADE. THE EXPOSED PORTION SHALL BE PAINTED WITH TWO COATS OF WHITE EXTERIOR CONCRETE PAINT WITH THE SIZE OF THE VALVE AND THE DISTANCE IN FEET AND INCHES TO THE VALVE STENCILED WITH BLACK PAINT ON THE FACE OF THE POST USING A STENCIL THAT WILL PRODUCE LETTERS TWO INCHES HIGH. 8. WET TAPS TAPPING SLEEVE SHALL BE JCM 432 OR ROMAC "SST" STAINLESS STEEL SLEEVES WITH FULL COVERAGE RUBBER GASKET, OR EPDXY COATED LONG PATTERN SLEEVE, OR APPROVED EQUAL. VALVE SHALL BE A RESILIENT SEATED VALVE MADE FOR TAPPING, U.S. PIPE METROSEAL 250 OR APPROVED EQUAL. REFER TO THE GATE VALVE DESCRIPTION FOR ADDITIONAL DETAILS. SUBMITTALS REQUIRED FOR ALL WET TAP MATERIALS. 9. WATER SERVICES AND METERS NEW SERVICE LINES SHALL BE CLASS 200, HI-MOL OR APPROVED EQUAL AND SHALL CONFORM TO THE STANDARD DETAILS AND SECTIONS 9-30.6 AND 9-30.6(3)B OF THE STANDARD SPECIFICATIONS. INS FALL PLASTIC -COATED 16-GAUGE COPPER TRACER WIRE ALONG TOP OF ALL PLASTIC SERVICE PIPES. AT ACH M BARE WIRE TO ANGLE AND CORPORATION STOPS. CONNECTIONS FROM PIPE TO ANGLE AND CORPORATION STOPS SHALL BE WITH COMPRESSION PACK JOINTS. METER BOXES SHALL BE AS CALLED OUT ON THE STANDARD DETAILS. METER BOXES AND I -IDS LOCATED IN DRIVEWAYS OR SIDEWALKS SHALL BE TRAFFIC BEARING AS APPROVED BY THE DISTRICT. WATER SERVICES SHALL BE LOCATED BY MUTUAL AGREEMENT BETWEEN DEVELOPER, DISTRICT, AND OTHER UTILITY COMPANIES. PAINT SERVICE LOCATIONS ON CURB WITH BLUE PAINT. METER BOXES SHALL BE FURNISHED AND INSTALLED BY DEVELOPER/CONTRACTOR. WATER SERVICE SHALL BE LOCATED NO ET FROM POWER VAULTS, HAND HOLES AND LIGHT STANDARDS. CLOSER THAN 5 FE ALL SERVICE LINES SHALL BE ONE -INCH MINIMUM, AND SHALL BE CONTINUOUS AND UNSPLICED FROM CORPORATION STOP TO METER AND SHALL HAVE 6 INCHES OF SAND BEDDING SURROUNDING THE SERVICE LINE. EXPANSION LOOPS ARE TO BE HELD AS FLA f- AS POSSIBLE WITH NO REVERSE GRADE. THE DEVELOPERICONTRACTOR SHALL NOT BACKFILL ANY SERVICE LINES UNTIL ALL THE BRASS FITTINGS ASSOCIATED WITH THAT SERVICE LINE HAVE BEEN INSPECTED AND ACCEPTED BY THE DISTRICT. EXISTING WATER SERVICES, WHICH NEED TO BE ABANDON, SHALL BE DISCONNECTED Al THE WATER MAIN CORPORATION STOP. THE DEVELOPER/CONTRACTOR SHALL COORDINATE WITH THE DISTRICT'S FIELD REPRESENTATIVE AS REQUIRED. 10. IMPORTED GRAVEL MATERIAL PIPE BEDDING SHALL CONFORM TO SECTION 9-03.12(3) OF THE STANDARD SPECIFICATIONS. FOUNDATION GRAVEL SHALL CONFORM TO SECTION 9-03.17 OF THE STANDARD SPECIFICATIONS, BANKRUN GRAVEL FOR TRENCH BACKFILL SHALL CONFORM TO SECTION 9-03.19 OF THE STANDARD SPECIFICATIONS, EXCEPT AT TRANSVERSE CUTS TO THE ROAD ALIGNMENT OR AT UTILITY CROSSINGS, WHICH SHALL BE BACKI=ILLED WITH CRUSHED GRAVEL SURFACING OR AS REQUIRED BY THE GOVERNING AGENCY. DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND DISPOSING OF ANY EXCESS EXCAVATED SOIL MATERIAL AT AN APPROVED DISPOSAL SITE. 11. CRUSHED GRAVEL SURFACING CRUSHED GRAVEL SURFACING SHALL CONFORM TO THE REQUIREMENTS OF SECTION 9-03.9(3) OF THE STANDARD SPECIFICATIONS. 12. ASPHALT CONCRETE PATCH AND OVERLAY ASPHALT CONCRETE SURFACING FOR PATCHING AND OVERLAY SHALL CONFORM TO SECTION 5-04.2 AND 5-04.3 OF THE STANDARD SPECIFICATIONS. ASPHALT CONCRETE SURFACING SHALL MEET CLASS 1/2- INCH, P.G. 58-22 GRADING REQUIREMENTS, OR AS REQUIRED BY THE GOVERNING ROAD AGENCY SURFACE RESTORATION 1. OFFSITE SURFACE RESTORATION ALL PAVED OR UNPAVED SURFACES OR EASEMENTS SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED PRIOR TO CONSTRUCTION. ALL TREES, SHRUBS AND OR OTHER IMPROVEMENTS SHALL BE SAVED, RELOCATED, OR REPLACED BY DEVELOPER/CONTRACTOR UNLESS NOTED OTHERWISE ON THE DRAWINGS OR IN THE EASEMENT STIPULATIONS. RESTORATION SHALL BE TO THE SATISFACTION OF THE DISTRICT, PROPERTY OWNER, OR GOVERNING ROAD AGENCY. PRECONSTRUCTION PHOTOGRAPHS SHALL BE USED TO APPROVE RESTORATION. 2. ROAD SHOULDER RESTORATION WITHIN RIGHT-OF-WAY THE EXISTING SURFACING OF DISTURBED ASPHALT SHOULDERS SHALL BE REMOVED TO A MINIMUM DEPTH OF 6 INCHES BELOW ORIGINAL STREET GRADE TO PROVIDE FOR PLACEMENT OF THE NEW SUBGRADE AND PAVING. THE SUBGRADE SHALL BE CONSTRUCTED OF 1-1/4-INCH MINUS CRUSHED SURFACING BASE COURSE PLACED TO A COMPACTED THICKNESS OF 2-1/2 INCHES, FOLLOWED BY 5/8- INCH MINUS CRUSHED SURFACING TOP COURSE PLACED TO A COMPACTED THICKNESS OF 1-1/2 INCHES. ASPHALT CONCRETE PAVING SHALL THEN BE PLACED AND COMPACTED IN 2-INCH LIFTS UP TO A MAXIMUM 4-INCH THICKNI=SS TO MATCH EXISTING PAVEMENT THICKNESS. MINIMUM THICKNESS SHALL BE 2 INCHES. THE SHOULDEI' SHALL BE REPLACED TO THE EXISTING FOG LINE IN AREAS WHERE THE EXISTING ASPHALT SHOUI DER IS SERIOUSLY DISTURBED, OR AT THE DISCRETION OF THE DISTRICT OR THE GOVERNING ROAD AGENCY. RESTORATION OF GRAVEL SHOULDERS SHALL INCLUDE A MINIMUM OF 1-1/2 INCHES OF CRUSHED SURFACING TOP COURSE AND 2-1/2 INCHES OF CRUSHED SURFACING BASE COURSE. 3. ASPHALT SURFACE RESTORATION WITHIN RIGHT-OF-WAY THE EXISTING ASPHALT SURFACE SHALL BE CUT ON A NEAT LINE BY SAWCUTTING PRIOR TO EXCAVATION. FOLLOWING PROPER BACKFILL AND COMPACTION OF THE TRENCH, THE EDGES OF THE SURFACING SHALL BE RE -TRIMMED 12 INCHES WIDER THAN THE EXCAVATION WITH STRAIGHT VERTICAL EDGES FREE FROM IRREGULARITIES, A 1-1/4 INCH MINUS CRUSHED SURFACING BASE COURSE SHALL BE PLACED TO A COMPACTED THICKNESS OF 4-1/2 INCHES, FOLLOWED BY 5/8-INCH MINUS CRUSHED SURFACING TOP COURSE PLACED TO A COMPACTED THICKNESS OF 2 INCHES. ASPHALT CONCRETE PAVING SHALL THEN BE PLACED AND COMPACTED IN 2-INCH LIFTS TO MATCH THE EXISTING THICKNESS AND GRADE OF THE ORIGINAL SURFACE. ASPHALT PATCHES SHALL HAVE A MINIMUM THICKNESS OF 2 INCHES AND A MAXIMUM THICKNESS OF 4 INCHES. THE ASPHALT PATCH SHALL THEN BE OVERLAID WITH A MINIMUM OF 1-1/2 INCHES COMPACTED ASPHALT CONCRETE. ASPHALT OVERLAY SHALL BE PRE -LEVELED AS DETERMINED BY THE DISTRICT*S FIELD REPRESENTATIVE. NO OVERLAY SHALL BE REQUIRED IF THE FINAL TRIMMED EDGE OF THE ASPHALT PATCH DOES NOT ENCROACH INSIDE THE FOG LINE OR, IN LIEU OF A FOG LINE, WITHIN 12 FEET FROM THE EXISTING CENTERLINE OF THE ROAD. THE DISTRICT OR GOVERNING ROAD AGENCY RESERVES THE RIGHT TO REQUIRE AN OVERLAY ON ANY SECTION. IF THE EDGE OF THE ROAD IS CURB AND GUTTER, THEN THE ASPHALT PATCH SHALL EXTEND TO THE EDGE OF THE CURB UNLESS INDICATED OTHERWISE BY THE DISTRICT OR GOVERNING ROAD AGENCY. ALL ASPHALT JOINTS SHALL BE SEALED WITH AN APPROVED SEALER. DEVELOPER/CONTRACTOR SHALL REPLACE EXISTING STRIPING AND PAVEMENT MARKINGS AS REQUIRED BY THE GOVERNING ROAD AGENCY. DEVELOPER/CONTRACTOR SHALL MAINTAIN TEMPORARY COLD OR HOT MIX ASPHALT PATCHES DAILY DURING CONSTRUCTION TO THE SATISFACTION OF THE GOVERNING ROAD AGENCY AND THE DISTRICT'S FIELD REPRESENTATIVE UNTIL SAID PATCH IS REPLACED WITH A PERMANENT HOT PATCH. THE PERMANENT PATCH SHALL BE PLACED AND SEALED WITH PAVING GRADE ASPHALT WITHIN 30 CALENDAR DAYS. CUNCRETE PAVEMENT SHALL BE RESTORED CONSISTENT WITH SECTION 5-01 OF THE STANDARD SPECIFICATIONS. ANY CONCRETE PAVEMENT TRAFFIC LANE AFFECTED BY THE TRENCHING SHALL HAVE ALL AFFECTED PANELS REPLACED. CEMENT CONCRETE PAVEMENT SHALL BE RESTORED WITH AN 8- SACK MIX, USING EITHER TYPE II OR TYPE III CEMENT WITHIN 30 CALENDAR DAYS. 4. CURBS, GUTTERS, AND SIDEWALKS EXISTING CURBS, GUTTERS, AND SIDEWALKS DAMAGED BY CONSTRUCTION OF THE PROJECT OR THE DEVELOPER'S/CONTRACTOR'S USE AND ACTIVITY, SHALL BE REPAIRED TO THE SATISFACTION OF THE PROPERTY OWNER, THE DISTRICT, OR THE GOVERNING ROAD AGENCY, AND TO ITS ORIGINAL CONDITION OR BETTER. 5. NON -PAVEMENT RESTORATION WITHIN RIGHT-OF-WAY CULTIVATED LAWNS SHALL BE RESTORED WITH SOD. RESEEDING OF CULTIVATED LAWNS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF PROPERTY OWNER AND DISTRICT. UNCULTIVATED LAWNS, PASTURE AND VACANT LAND SHALL BE RESTORED WITH A PASTURE GRASS MEETING THE FOLLOWING REQUIREMENTS. SEED MIX: 40% PERENNIAL RYEGRASS 10% WHITE CLOVER 30% FESCUE 20% RED CREEPING FESCUE APPLY AT THE RATE OF 100 POUNDS PER ACRE MULCH: SILVA FIBER MULCH APPLIED AT 1500 TO 2000 POUNDS PER ACRE. FERTILIZER: COMMERCIAL MIX 10/20/20 OF NITRATE, PHOSPHATE AND POTASH APPLIED AT RATE OF 450 POUNDS PER ACRE. 6. FINAL UTILITY ADJUSTMENT TO FINISH GRADE ALL UTILITY COVERS, WHICH ARE LOCATED ON PROPOSED ASPHALT ROADWAYS, SHALL BE TEMPORARILY PLACED AT SUB -GRADE ELEVATION PRIOR TO PLACING CRUSHED SURFACING MATERIAL. FINAL ADJUSTMENT OF ALL COVERS AND ACCESS ENTRIES SHALL BE MADE FOLLOWING FINAL PAVING BY SAWCUTTING THE PAVEMENT AROUND LIDS AND COVERS. OPENING SHOULD NOT BE LARGER THAN 12 INCHES BEYOND THE RADIUS OF THE COVER, DEVELOPER/CONTRACTOR SHALL THEN REMOVE BASE MATERIAL, SURFACING COURSE, AND FRAME; ADD RAISING BRICKS; AND REPLACE FRAME AND COVER TO FINISH GRADE. FILL AND MECHANICALLY COMPACT AROUND THE STRUCTURE AND FRAME WITH CRUSHED SURFACING MATERIAL. FINISHED SURFACING SHALL BE TWO, 2-INCH COURSES OF ASPHALT CONCRETE SURFACING, COMPACTED AND SEALED TO PROVIDE A DENSE, UNIFORM SURFACE. FINAL ADJUSTMENT OF ALL COVERS AND ACCESS ENTRIES SHALL BE COMPLETED WITHIN 30 DAYS OF FINAL PALING. 7. FINAL CLEANUP THE DEVELOPER/CONTRACTOR SHALL CLEANUP ALL ADJACENT AREAS IN COMPLIANCE WITH SECTION 1-04.11 OF THE STANDARD SPECIFICATIONS. STREETS AND ROADWAYS SHALL BE CLEANED AND SWEPT BOTH DURING AND AFTER THE. INSTALLATION WORK. DISTURBED SOILS SHALL BE FINAL GRADED, SEEDED, AND MULCHED AFTER INSTALLATION OF THE WATER MAIN. IN LIMITED AREAS, SEEDING AND MULCHING BY HAND, USING APPROVED METHODS, WILL BE ACCEPTABLE. DITCH LINES WITH ERODIBLE SOIL OR SUBJECT TO RAPID FLOWS MAY REQUIRE SEEDING, JUTE MATTING, NETTING, OR ROCK LINING TO CONTROL EROSION. ANY SILTING OF DOWNSTREAM DRAINAGE FACILITIES, WHETHER DITCHES OR PIPE AND CATCH BASINS, WHICH RESULTS FROM THE WATER MAIN INSTALLATION SHALL BE CLEANED OUT AND THE WORK SITE RESTORED TO A STABLE CONDITION AS PART OF SITE CLEANUP. 8. TRAFFIC CONTROL THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR INTERIM TRAFFIC CONTROL DURING CONSTRUCTION ON OR ALONG TRAVELED COUNTY ROADWAYS. TRAFFIC CONTROL SHALL FOLLOW THE GUIDELINES OF SECTION 1-07.23 OF THE STANDARD SPECIFICATIONS. ALL BARRICADES, SIGNS, AND FLAGGING SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD MANUAL. SIGNS SHALL BE LEGIBLE AND VISIBLE AND SHOULD BE REMOVED AT THE END OF EACH WORKDAY IF NOT APPLICABLE AFTER CONSTRUCTION HOURS. WHEN ROAD CLOSURES CANNOT BE AVOIDED, THE DEVELOPER/CONTRACTOR SHALL POST "TO BE CLOSED" SIGNS A MINIMUM OF FIVE DAYS PRIOR TO THE CLOSING. THE TYPES AND LOCATIONS OF THE SIGNS SHALL BE SHOWN ON A DETOUR PLAN. A DETOUR PLAN MUST BE PREPARED AND SUBMITTED TO THE DISTRICT'S FIELD REPRESENTATIVE AND APPROVED BY THE GOVERNING ROAD AGENCY PRIOR TO CLOSING ANY ROADWAYS. IN ADDITION, THE DEVELOPER/CONTRACTOR MUST NOTIFY IN WRITING ALL LOCAL FIRE, SCHOOL, LAW ENFORCEMENT AUTHORITIES, METRO TRANSIT, AND ANY OTHER AFFECTED PERSONS AS DIRECTED BY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST FIVE DAYS PRIOR TO THE ROAD CLOSURE. w M 5� p4tiV�tS,S��i,�y N Q W U G L,J w 0 Q cL 7 Q > � (J � i-] O <0- [Ifa w It LLJ = o a_ O Z C� O - I- r w coU co U ZLJJ m ° � o LL W W O Cj 3: = c� CO U 0 Z cL Z � X z ¢L z O Lu � v J Zz� co W � �J m QQ �� Z CoW�> o��U N� o L D co d' F- D O�- � w o � Z O Z 0 Q 7) _ U -W 0 t DLjV ul z O co � W L1J L1i z U Q ico Q 2ELL ry uj W0_110 Lij U)z 0 W �t 06 O U W _jJ 0 co 0 o O ui 06 lij Lli 0 CQ G Q BASE MAP F-2 Sl iEET 3 (-V 5 DRAWING F2.012 NW-5.22.5 Y L w > Q 00 0 Ln O oo cn «I 0 I 01 0 I (`J 0 N w J Y w L,J U Ln O O In W 0-1 CL U w In oo _0 I uJ O D:) rn �I N u] 0) 1 U rn 0 N .N U 0 ci c u U / x 0 n. 0 0 N 0 N O Q G Q U, a 0' m cn al U I L1 5 1 L+.I J L� r+'1 ' 0 vvx �J I HORIZONTAL BEND 4 J TEE 1 -Taj�A TI�Q 17? \ VERTICAL BEND SHIM PLA.IE L-13LANK PLUG PLUGGED END FOR FUTURE EXPANSION PAY 17, 2U11 FUF NAME A4: \SODS CREEK W&S' 511 FPONT VALVE MARKER POST VALVE MARKER POST WILL DE REQUIRED UNLESS VALVE IS IN PAVEMENT AND TOP OF VALVE BOX IS AT FINISHED GRADE. 9 \ VALVE ANCHOR PLUGGED TEE f f\tip `� \ •. 'T­77- G� OFFSET PLUGGED CROSS -1" BARS ALTERNATE PLUGGED CROSS VERTICAL BEND NOTES: 1. ALL CONCRETE FOR BLOCKING SHALL BE A FIVE (5) SACK MIX. 2. ALL BLOCKING SHALL BF POURED AGAINST FIRM, UNDISTURBED EARTH, CONCRETE BLOCKING D ETAI L :ALE DISTRICT APPRCVAI DATE ePPRO>.+ED NTS K.V. JUNE 02, 20I1 :SIGN STANDARDS\VJTR DTLS\Wv I DWG. NO W-1 �I 16" — 'S1DL FRONT BLOW -OFF ASSEMBLY MARKER POST BLOW -OFF MARKER POST WILL BE REQUIRED UNLESS BLOW -OFF IS INl PAVEMENT. 1- 1' 1' CLEAR EDGE OF PAVEMENT w v i (tip + f," I IIJA PAVING e i N / / MATCH EXISTING GRADE-7 ct I I I / V CLEAR / L 1Il -I— I - 16"-24" CAST IRC14 -{ffi.w PROTECTIVE PAD �• VALVE BOX W/ LID i I MARKED "WATER" V\ SERIEb 9400 OR AS APPROVED BY DISTRICT ATCRMAIN-', PROTECTIVE PAD) I ua-1-1 WATERMAIN PLAN 5E(;_I I UIJ VALVE BOX PROTECTIVE PAD NOTE: MARKER POSI SHALL EE PAINTED WITH 2. COATS OF WHIT[ PAINT, LETTERS SHALL BE 2" II!GII AND STENCI-=D IN BLACK PAINT, MARKER POST SHALL BE I.00A70 10 FT. (MIN ) AWAY FRUM EDGE OF ROAD WAY. VALVE BOX PROTECTIVE PAD 1 AND MARKER POST Er' SION DATE SCALE DISTR{C7 APPROVAL DATE APPROVED MAY 17, 2D71 NTS K.V, JUNE 02, 2011 $EnL NAME : \SODS CREEK Vh%tS\DESIGN STANDARDS\WIH U1LS\W-13 DWG. NO. W-13 W I W I l+l ZI x � IC w L cr W V C7 --WITH SIDEWALK: METER WITH CURB: METER— - a LOCATED 1' BEYOND OR I LOCATED V BEYOND OR AS DIRECTED BY DIST. AS DIRECTED BY DIST. r L8" LAIN. MIN. COVER 10" MAX. ANGLE CURB STOP W/ LOCKWING 3' MIN. COVER CLASS 200, HI 1' PLASTIC WATERMAIN SERVICE SADDLE PIPE, AS APPROVED BY SCWSD; AND CORPORATION STOP (SEE EXPANSION LOOPS MUST BE STANDARD DETAILS W-15 AND HELD FLAT AS POSSIBLE W-20) ROADWAY WITH CURB AND GUTTER AND/OR SIDEWALK z J I J lu g IL 1 24" (TYP) -- ---� 3' MIN. COVER -�---- 8„ MIN 10" MAX. - ANGLE CURB STOP W/ LOCKVIING I 3' MIN. COVER CLASS 200, HI-MOL 1" PLASTIC 4ATERMAIN SERVICE SADDLE PIPE. EXPANSION LOOPS MUST AND CORPORATION) STOP (SEE BE HELD FLAT AS POSSIBLE. STD. DETAILS W-15 & W-20). ROADWAY WITH DITCHES NOTE; METER BOX SUPPLIED BY DEVELOPER OR CONTRACTOR; METER BOX SHALL BE PER STANDARD DETAILS W-17 AND W-18. 5p0$ CR�F� TYPICAL ROADWAY SECTIONS FOR RESIDENTIAL SUBDIVISION REVISION DATE SCALE DISTRICT APPROVAL DATE APPROED IAAY 17, 2011 NTS K.V. JUNE 02, 2011 c^ �& FILE NAME SE+I♦E"Sl Q, DWG. NO. W-2 M:\SOOS CREEK W&S\DESIGN STANDARDS\WTR DTLS\W-2 CUBE KNESS 7UIRED) Z2 1�4" CUBE (INSIDE MEASUREMENTS) 1/6' MINIMUM THICKNESS NOTES: LENGTH AS REQUIRED TO PUT OPERATING NUT TWO (2) FEET FROM SURFACE. EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE THAN FOUR (4) FEET BELOW FINISHED CRADE, EXTENSIONS ARE TO BE A MINIMUM OF TWO (2) FEET LONG. ONE EXTENSION IS TO BE USED PER VALVE. ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO (2) COATS OF METAL PAINT. VALVE OPERATING NUT EXTENSION REVISION DATE SCALE DISTRICT APP OVAL DATE APPROVED MAY 17, 2C11 NTS K.V. JUNE 02, 2011 $ FlLE NAME . M: SODS CREEK W&S\DESlCN STANDARDS\VYTR DTLS\W-14 DW(3. N0W-14 r' HH I'L�uT_LLL; T c x SLE IaUTES—\ H•rDRA11T RIJI:. 1. LENGTH ESTAOLI5HEG Ohl r. AS .%PPROVE11 L'Y p15 Rlc1 A. USE o" DI PIPE. FLANGEU CS,C'Ri P.I.R15 ONLY). S. 04 c' 01 P PE. IAJ WITtl 2 3/4" STEEL TIC RODS M-ni O'1E HEAVY CUA.T or COAL TAR PRr.SERVATVF. rNl TIC RODS, IIUTS All') BOLTS AF'IFB I-"IId 1 A1101J. AIEGALUGE CAI.1 BE PROVIDED :11 LIEU fF TIE RODS HYDRArIT: I. SHALL BE EA.NSEO & PRIME COATED VATH bEAVY Our BRLS11 T'fPE PRIMER OR A-'PROVEr, EOVAL. AL,_ HYDRAHrS S'IAL,. OE PAINTED YE"LJ'N. TIYG WP COA-`; SIIA-L OE OIL RESISIANT ENAIJEl,CRUSH T`PC OR APPROVED _DUAL.. 2. STE1101. ON FACE Cr HYCRAJII UARit-L I•IL DISIAIICE FROLI HYDRANT 10 GV. IN' FEET %NTH 2' ❑0tl< LETIE11% _. SURFACE TO BE GRADED U1IIFOR.IL'i AROUND NYWIANI (i8- RADIUS). SLUPE AWA:r Y11 BRUSH F111'SII .. INSTALL STIMS0111TE L1;:DEL BE -A OLJC REFLECTIVE PAAPENT MARKER. OR EQUAL, OII NWRAIII SDE OF TtE CENTCR LII'IE CF TH- ADJACENT Sl'IEET III DIRE:T UIIE W+H THE rIYDF.;.NT. - rintES: 1. RDO'29Y TtDE RETAINING WAL_ TO 5E PRO't1]Efi PHERE NECEHAR" RI CUT CR FILL :dices 2. NO CN-RD POSTS Y -6" TilrX CONC PA,' J ,�,:. j •GlZYirrtiS4Tk1xKSA:!r;ciw;C VERTICAL•. -. 1; 4" BAKE -- 6" THICK _ FIRE HYDRANT Ili FII_I CONA7I' FIRE HYDRANT LOCATION --- - - --- - --- -- MIN IN CUT OR FILL .:"* FuISN F (ALI ,.R01RR I 1/ 2 YARD 11J4" F WASKED ROCK —I AGE CF •vE6: r�CAL CURD D' TO 5' 18--7.11' CAST IRON VALVE, BOY: 71/ LID IeARIctD "IVATER" ' SEaIFS 94M OR AS SICIEV1Al.K APPROVED 51• L'137llCT !l 6' ;:4 N. VALVE CL 82 V :.1. RIFE �. ; WIICITC II:-f THRUM dLCCI: 1-4'a@"ai6" MIN. C:14CRETE BEARING DLOCR fi° TIIICI. I;_1 � PAD FIRE HYDRANT ASSEMBLY F I RE HYDl,A.Id I PI Afj V I EC; FIRE HYDRANT ASSEMBLY 1 •` 1 VERTICAL CURB Y� •� I:LVIS11s4 NAIL SCAI1 C.,QES; i1Sf_fYl3 t•ITt: r! d :U& 'r,i5; 7u1 /r 5'f:'1Y613 FLE NWE -- F Nrl A �00 C.MC',%VATFN\11-s D` � 7 W-5 —CORPORATION STOP MUELLER B-20013 (IPT) OR FORD F8500 WATER SERVICE ROMAC 101-S POLYETHYLENE PLASTIC STAINLESS STEEL I PIPE WITH FORD NO, 72 STRAP SADDLE STIFFENER INSERTED IN (IPT) OR EQUAL t ) END OF PIPE CLASS 52 DUCTILE IHON WATER MAIN PLAN CORPORATION STOP COMPRESSION PACK JOINT, FORD C16-44 (IPT) PACK JOINT COUPLING CLASS 200 OR MUELLER H-15454 COMPRESSION PACK JOINT COUPLING WAVER SERVICE-ld- -- STIFFENER INSERT 5s" , "'�ROMAC 101-S STAINLESS STEEL WATER AiAIl1 STRAP SADDLE (IPT) OR EQUAL NOTE L 1, SERVICE LINE FITTINGS: ALL FI-ITINGS SHALL BE CAST FROM WATER WORKS BRASS CONFORMING TO CBOO. 2. MUNICIPAL SERVICE PIPE: IRON PIPE SIZE ID, ASTM 0-2239, SIDR 7, PE 3408 (HI-MOL PLASTIC) WITH 16 GAUGE TRACER WIRE. WATER SERVICE CONNECTION ONE INCH Y REVISION DATE SCALf. DISTRICT APPROVAL DATE APPROVED Id AY 17, 2011 NTS K.V. JUNE 02, 2011 d SR1PEd Q FILE NAME M:\SCOS CREEK W&S\DESIGII STANDARDS\V1TR OTLS\V.'-15 DWG. NO. I W-1 j e f ;1 C161== I DI PIPE I THRUST BLOCK (TYP) (SEE DETAIL) F PLAN ELEVATION PART NO. PART DESCRIPTION BLOW OFF SIZE 4" 6„ 81. A D.I. TEE (FL x MJ) BRANCH SIZE 1" 6" 8" B G.V. (FL x FL) 4" 6" B" C 90' BEND (FL x MJ) 4" D RISER D.I.P. x LENGTH AS REQ'D 4" 6" 8" E MJ CAP W/ MEGALUGS TAPPED FOR 4" IPT 4" 6" 8" (3" IPT FOR 4" BLOW OFF) F PLASTIC PLUG 3" 4" 4" G BLIND FLANGE (AFTER FLUSHING, REMOVE 4" 6" 8" GATE VALVE & RISER) H MJ PLUG MAIN SIZE • TEE SIZE SAME AS WATER MAIN UNLESS OTHERWISE INDICATED. ALTERNATIVELY D.I. TEE (MJ x MJ) WITH PLUG, SUBJECT TO FUTURE EXTENSION & GATE VALVE. 4", 6" OR 8" TEMPORARY BLOWOFF ASSEMBLY L REVISION DATE SCALE DISTRICT APPROVAL GATE AP?ROVED MAY 17, 2011 NTS IC,V. JUNE 02, 2011 FILE NAME M:\SOOS CREEK W&S\DESIGN STANDARDS\W1R DTLS\W-11A owG. NO. W-11 A 1" MIN. - 2" MAX. FROM INSIDE FRONT WALL OF METER BOX (TYPICAL FOR ALL SERVICES) COMPRESSION PACK JOINT ADAPTER, MUST BE CAPABLE OF RECEIVING 3/4" OR 1" ANGLE STOP WITH NO ADDITIONAL FITT114GS 1" HI-MOL PLASTIC PIPE, CL 200 - 6" TO TOP OF ANGLE STOP 3/4" & 1" SERVICES (TYPICAL) FOR STANDARD 5/8"x3/4" METER, USE 3/4" ANGLE STOP W/LOCK WING, FORD NO. KV63-342W OR ---} MUELLER H-14259 SERIES. FOR 1" METER, USE 1" ANGLE STOP W/LOCK WING, FORD NO. ICV63-442W OR MUELLER H-14259 SERIES. SINGLE SERVICE NOTES; 1. DO NOT BACKFILL UNTIL ALL BRASS FITTINGS HAVE BEEN INSPECTED BY THE DISTRICT. 2. WATER METER BOXES SHALL BE A MINIMUM OF 5 FEET FROM POWER VAULTS, HANDHOLES, STREET LIGHTS AND ELECTRICAL SERVICES AND SI4ALL BE A MINIMUM OF 3 FEET FROM OTHER WATER METERS, SERVICES, FIRE HYDRANTS AND BLOWOFF ASSEMBLIES. 3. METER BOX SHALL BE SUPPLIED BY DEVELOPER OR CONTRACTOR AND SHALL BE PER STANDARD DETAILS W-17 AND W-IB. TYPICAL SERVICE DETAIL SC T REVISION DATE I DISTRICT APPROVAL DATE APPROVED 8-23-14 PITS 5vm� K.V. SEPTEh48EP. 23, 2Dt`} I 11AAIE R: \CAD\OETAIL\AUTOCAD\SOOSCRK\WATER\W-16 DWG. NO. W-16 <c,1N G N 4 �� As c ;* ne« J Q W (!1 w w �a 0 as Y I.IIc- U ?4 u1 ¢ W z Q_ J CL W a = 0Q 0 0 U O r p °0 U Z — Lu In Z co 0 I-" � d' � W � F— O ❑ W U) O Z o Zaf b�LL ¢ Z UU C Q WU coC) Z Z co M W co Q Q O } o U Z_ J N Lo U) ❑ % O J o O 2 Z Z� cc)Q 0 ❑ _ 2 U 0. W 11 I: o —. In 2 Z O co W I- U X Q � W U, z a y W 0 �" W wLL c U W Q �- � � a U)w O t� O �O 06 w 0 BASE MAP F-2 PLAN REVIEW #12-891 SHEET 4 OF 5 DRAWING F2.013 NW-5-22-5 r SUBGRADE TOPSOIL8" tdlN. ORGANIC TOPSOIL6" TO TOP OF PER ICCC 16.82 a ANGLE STOP f a 3/4" & 1' SERVICES yr: PIT RUN 3' MINUS PIT RUN 3" h11NU5 BiZ (TYPICAL) 3' MIN. w,% COMPACTON CRUSHEC ROCK 3' MIN. 95% COMPACTON CRUSHED ROCK v FLOW 5 8"-1 1 Z" NATIVE MATERIAL IF NATIVE MATERIAL IF APPROVED BY DISTRICT PIT RUN 3' MINUS APPROVED BY PIT RU14 3" MINUS 1 17 AND RIGHT-OF-WAY 9h COMPACTION CRUSHED ROCK DISTRICT AND 907 COMPACTION CRUSHED ROCK AGENCY CONSTRUCTION 5/B'-I 1/2" PERMITTING AGENCY 5/8"-1 1/2" REPREJENTATIVE I 12" MIN. 90% COMPACTION INLET OUTLET 12" MIN, g117f COMPACTION I � SAND -SOIL ENGINEER APPROVAL SAND -SOIL ENGINEER APPROVAL fJ do COMPACTION TEST REQUIRED & COMPACTION TEST REQUIRED PEA GRAVEL PEA GRAVEL C 5/8' MINUS CRUSHED 5/8" MINUS CRUSHED z MID -STATES PLASTIC HDPE METER BOX NO. BC1118128XL EQUAL DIST. INLET OUTLET 6' MIN. 6" MIN. 51N G H i f I r Ry .t WA EQUAL DIST- I I 1 I r �� �1�`.� 2"-4" ROCK OR 2"-4" ROCK OR I�CrR O SOILS ENGINEERING �� go'. COMPACTION ( OTHER MATERIAL SOILS ENGINEERING—�-- 90!. COMPACTION � OTHER MATERIAL I `n � ` ' DETAIL NEEDED 1L — - — — — — — � LISTED DETAIL NEEDED LISTED ABOVE1 ABOVE SL — — — — — — — JI I � �,• .,. y r _ LnI y� v 41 73 wp O •c GTE��� �C�\�4, f:: ,:`;•-;; °I�` NOTES: L��)�'fAL�� Q r •:. t.. ... ::• �� 1, IML AVL.Lt�JW'Z MUJ1 pt LWUA,L UISIANUt fKUM IML LUr4UIIUUINAL SIDES OF THE METER BOX. THE TOP OF THE ANGLESTOPS MUST BE 6 BELOW THE BOTTOM OF THE 1. BEDDING -IN RIGHT OF WAY. DRIVEWAY PARKING LOTS, PAVED AREAS, AND NON- 0 �. METER BOX LIC. THE ANGLESTOPS MUST BE BETWEEN 1" AND 2' FROM THE LATITUDINAL PAVED AREAS. I END OF THE METER BOX AND MUST BE VERTICAL 90' TO GROUND LEVEL, {) 'i 2. BEDDING FOR RIGID PIPE -NATIVE MATERIAL 0 2. THE ANGLESTOP CONNECTION ON THE CUSTOMER'S SIDE OF THE METER MUST REMAIN 114 UNLESS JUDGED UNSUITABLE BY THE ai A VERTICAL POSITION AFTER THE CONNECTION TO THE CUSTOMER'S LINE HAS BEEN DISTRICT AND RIGHT-OF-WAY AGENCY CARSON HDPE LID #11184135 MARKED "WATER" COMPLETED, CONSTRUCTION REPRESENTATIVE. 0 3. THE METER BOX MUST REMAIN FREE OF FOREIGN MATERIAL SUCH AS CONCRETE do ITS 3. TRENCH BACKFILL, BEDDING AND MATERIAL 0) BY-PRODUCTS. TO CONFORM TO RIGHT-OF-WAY AGENCY 0 SPECIFICATIONS AND DISTRICT STAI'113ARDS TRENCH WIDTHS NOPIPE PE L DIAMETER MININUtd EARTH MINIMUM ROCK MAXIMUM 2 18 24 36 3 18 24 36 4 18 24 1 36 6 1 21 1 24 36 B 1 24 1 24 36 12 1 26 1 28 40 1. BEDDING -IN RIGHT OF WAY, DRIVEWAY PARKING LOTS, PAVED AREAS, AND NON - PAVED AREAS. 2. BEDDING FOR RIGID PIPE -NATIVE MATERIAL UNLESS JUDGED UNSUITABLE BY THE DISTRICT AND PERMITTING AGENCY. 3. TRENCH BACKFILL, BEDDING AND MATERIAL TO CONFORM TO PERMITTING AGENCY SPECIFICATIONS AND DISTRICT STANDARDS. TRENCH WIDTHS NOMINAL PIPE DIAMETER MINIMUM EARTH MINIMUM ROCK MAXIMUM 2 18 24 36 3 18 24 36 4 18 24 36 6 21 1 24 36 B 1 24 1 24 36 12 1 28 1 28 40 SEP 0 8 202 4. METER BOX SUPPLIED BY DEVELOPER/CONTRACTOR, METER BOX SHALL BE PER (IN INCHES) (IN INCHES) Cd STANDARD DETAILS W-17 AND W-15. J O n, TYPICAL TRENCH DETAIL 5°°s `R� TYPICAL TRENCH DETAIL W W w _ (OUTSIDE ROADWAY) r F. HDPEMETER BOX & LID METER v ca REVISION DATE SCALE DISTRICT APPROVAL DAIE APPROVED f `r-••{ _ � r� p� RENSIDfl DA MAY 17, 2Q11 SCAIIi NTS D6TRIC7 APPROVAL K,V. ATE APPRJUNE D2, 2D11 � 1� ? MAY 17, 2011 NTS K.V. JUNE 02. 2011 0 ' � 3 FOR 5/8'Ix3/4" METER INSTALLATION �� s 9� FlLE MANE ¢ 5��� LE NAME DWG. N0. W-34 O j r M;\5005 CREEK WdcS\DESIGN STANDARDS\5V1R DTLS\W-33 DWG, N0, W-33 M:\5005 CREEK 4!&S\DESIGN STANDARDS\WTR DTLS\4Y-34 SCALE PI°"N'"� •�i0�=ri`"%.I 1'�.�IE APVRnhED l,�L. EV190N DATE SCALE ISTPoCT APPROVAL GATE APPROVED 'r SE1tiC14 �` - FILE Nan1E CEU. 21. 201 ? n : s o t E0 ;:I, iG' +P� 36►fi R fi 9-23-14 NTS K. SEPTEM6ER 23, 2014 R:\C4O\UJ:Ik1L\AUIi4:AU\SOUSi:RIt\YI;,iI DWG. NO. W-17 FlLE NAME 1 pp `s 2 R:\CAD\DETAIL\AUTDCAD\SOOSCRK\WATER\W-19 DWG, NO. liU.19 Q W C) Ln w �W CQ 0 0 20 z w c Y ti4 ?4 cn Q W c 0 01 � 0 I �0- � WCD LLJ Wv z� �1-1 a o o MIN P,41h1 MIN I-AIhI MIN a a a Z U O N I I elf 4Lu 1 Z0- > H U } a � m �coZ "J LLu 9 , w u O Lu .\ 11 CCtf o — W v' c m 0 V Ell LD a Ls U 0 C7 00 J x u Z Z o0 m x / LLJ Z J N � a 2' CLASS B. OR J :{ FACE OF ;:I, •,'H :;k j � I a o M D � p _1 o '13 MODIFIED' EDGE OF f� VEMENT Ln Q Z Z � c!7 Q ° _ 0 ; j Ban z w U d Ud c\, / o CENTEF' LINE OR v CLASS LANE LINE u OR CLASS 'B' ,' -� U Cl u� UR ('LASS i3 MODIFIED' \` �' \ \ -III11 C�a cn d l \� [Ln Ll� m N LJ z U VI 0O w O Y �7rr w w I r n o ci cf 6.5' MIN. <D. I NN ` -I 1 \ u 3 0� za oM z �zz co ?" DEPTH OF z L `/ I I < w L. ° z* a f a w GRIND OR SAWCUT AI1JU REMOVE = N U a I- = 5 r' a r a� z o a w CL 1� w L7JN u..= ly,, G Jp p Z 2dw N �% I aa^ au ca w L.go So Y `no= J 6.r'.' Iv11N. �, I `�fa ,�, L=n W xN So cn,, mN a ��r u$N �� ln� ms o� Qx M �¢o c4 oY f �� in -� Ln4 =u po 't' r� 1' 1' 2.5'�� 1' 1 // 11 ==U zm Lu Y �~ iL� Wu Fo c u�z W U MIN MIN MIN I h41NIMIN 0 u �c u o o ,,, w —_ 6„ MIN. o o 6� z a L 7 - J `°. �N 'vpw �O p2 ��m =p uQ $ _ _ /r/ a u w Z M p 0 S v F- nx•+ F y 4 U �/^J < '� "'w `C�o S W 0O �� CL Q�q p C s o U p 2" CLASS T3' GR nN� t, -ACP CLASS* of �ry� LJ LJ '13 MODIFIED �.. � W � w o 8" CRUSHEG SURFACING TOP COUR`_'ELl CRUSHED ROCK, FLOWABLE FILL n�L%)�/. f � � Q Li I NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT ul OR AS REQUIRED BY ENGINEER �i f VIA Sy� AN ELECTRONIC DUPLICATE, THE ORIGINAL, SIGNED BY THE C �0 �� ENGINEER AND APPROVED FOR PUBLICATION 15 KEPT ON FILE AI coN J W TYPICAL TRANSVERSE PATCH CD � �� i � THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. O O � FOR MINIMUM STANDARDS, SEE DWG/f FIR-05, FOR FLEXIBLE: PAVEME:N'ICITY OF =NT cn SP PAGE H032 r� ,=* .'/� cNCINm11Hc DEPARTMENT O 0 GT._.` ADOP'1'LU RFEL cls9ERE� �r� KETj.j. FLEXIBLE PAVEMENT PATCHING CITY OF RFNTON TRANSVERSE CUT 06 W STANDARD PLANS L51' DATE. r17/20t14 CESIGNEp RR SCALE NONE STAr111AN0 PLAN Q CV DRAWIr n7/=4 W-01i , NCTES Ph' f E CNECKEO DATE - C — 6 A \ is REVISION BY ANPR D DWG. NAME: HR-2.3 SP PAGE: H032A .=PPOVED V F Q r of BASE MAP F-2 0 CD 7 SHEET 5 OF o PLAN REVIEW #12-891 DRAWING F2.013 a_