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HomeMy WebLinkAboutzR-4197SetQSDMH SD SID SD P P RIM=101.13' SD SD SD SD SD w IE(N) 18"CPEP=93.58CB (TYPE 1) IE(S) 18"CPEP=94.03' o IE(E) 12"D1=97.43' U SSMH AIE RIM=101.24' 12"CPEP(E.)=98.91' RIM=101.82' IE 12"CONC(S.)=98.99' IE 8"CONC(E./W.) IE 12"DI(W.)=98.74' 91.66'(C.C.) o�SS SS—— ss — ss — �� Wv SS° ss—Ss s FOUND MON IN CASE N 32ND Sid N � BRASS DISK, DOWN 0.8' o r 0 LU E- E- 0 a APPROX. LOCATION OF SEWER PER PAINT MARKS (TYP) APPROX. LOCATION STRAIGHT ARROW HOMES N 32ND ST SFR P P P SD SD SD SD SD SD -ti SD D SD CB (TYPE 1) RIM=101.71' APPROX. LOC OF E 12"CONC(N.)=99.36' STORM STUB, PER J IE 12"CONC(E.)=99.76' CITY OF RENTON GIS IE 12"DI(S.)=99.66' F WATER PER PAINT _ MARKS (TYP) 'm.'71 (APPRO OF POI MARKS 0 I CONSTRUCTION RECORD DRAWING: AS -BUILT INFORMATION FOR RECORD DRAWINGS PROVIDED BY TERRANE, JULY 2023. THIRD DAY DESIGN CIVIL ENGINEERING 5918 WALLER RD E TACOMA, WA 98443 (253) 256-1812 WA A S 8/14/2023 OF Sh ? ti� f Z� 44221 SSIONAL S32 - T24 - R5 PP Pot P SDx°0 SD - 109.97• •108.79 -P P P SD SD SD SD SD APPROX. LOCATION OF GAS LINE, PER PAINT \ MARKS (TYP) P,,qq SS,SS�SS 4d NTERMEDIATE CB SS rt- SS 6 VICINITY MAP ulevard Salon Q N Sam, —d st N 33.1 s •N-ds, 3 N33ntl Sl N3?nd 51 c/ Z North 32nd Street �1 b I D7 = N3�s15� H3t ei 51 I J 2 PROJECT SITE •adbreak Cafe© SheIIQ i ARCO� Col an Point N 3uu, s N 3om. 3om St Park And Ridev Grow - riled Energy Engineers N xa��s Q Arnhite09 .. _'.,-, N.91h z Ken nydale f? N RrM1 PI NIei, NIBIII P. z F`Yd Z PROJECT TEAM: OWNER/DEVELOPER BRANDON SHIMIZU STRAIGHT ARROW HOMES LLC 12015 NE 8TH ST, STE 5 BELLEVUE, WA 98005-3141 (425) 433-5458 CIVIL ENGINEER ANDY EPSTEIN THIRD DAY DESIGN, LLC 5918 WALLER RD E TACOMA, WA 98443 (253) 256-1812 andy@thirddaydesign.com GEOTECHNICAL ENGINEER JOSEPH WU, P.E. PIONEER ENGINEERS, INC. P.O. BOX 33628 SEATTLE, WA 98133 (206) 427-9118 josephwu.pei@gmail.com SURVEYOR JACOB GOODMAN-MILLER TERRANE 10801 MAIN STREET, SUITE 102 BELLEVUE, WA 98004 (425) 458-4488 jacob@terrane.net ARCHITECT JULIAN WEBER, AIA 1257 S KING ST SEATTLE, WA 98144 (206) 953-1305 ext. 100 jw@jwaseattle.com UTILITY DISTRICT INFORMATION: WATER/SEWER: CITY OF RENTON (425) 430-7339 FIRE DISTRICT: RENTON REGIONAL FIRE AUTHORITY (425) 430-7000 CABLE TV: COMCAST (800) 934-6489 GAS/ELECTRIC: PUGET SOUND ENERGY (888) 321-7779 A LEGAL DESCRIPTION: (PER STATUTORY WARRANTY DEED RECORDING # 20210407002072) J LOT 2, BLOCK 15, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, ACCORDING THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, WASHINGTON BASIS OF BEARING N 01 048'13"E BETWEEN CITY OF RENTON CONTROL POINTS #1836 AND 0) #1886. co VERTICAL DATUM C) 0 NAVD88 PER CITY OF RENTON BENCHMARK #1836 O CONIC MON IN CASE AT THE INTX OF BURNETT AVE N AND N 30TH ST ELEV: 36.586 METERS (CONVERTED TO 120.03 FEET) N BENCHMARK: WHERE SHOWN ON SURVEY ^� I..L TOPOGRAPHICAL SURVEY BY TERRANE DATED 08/06/21 SITE DATA: PROJECT SITE ADDRESS: 907 N 32ND ST TAX PARCEL NO: 3342101511 SETBACKS: 20' FRONT YARD 5' SIDE YARD 20' REAR YARD ZONING: R-8 CRITICAL AREA: WELLHEAD PROTECTION AREA - ZONE 2 SCHOOL DISTRICT: RENTON #403 (425) 204-2300 SET REBAR/CAP I 10 5 0 10 20 LS# 56654 SCALE IN FEET .h^ Know what's below. Call before you dig. SHEET INDEX SHEET NO. SHEET TITLE R0.00 COVER SHEET R0.01 TOPOGRAPHIC BOUNDARY SURVEY R1.00 32ND ST PLAN AND PROFILE R1.01 ALLEY PLAN AND PROFILE R2.00 STANDARD NOTES R2.01 STANDARD NOTE AND DETAILS R2.02 STANDARD DETAILS R2.03 STANDARD DETAILS R2.04 STANDARD DETAILS R-419701 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED. TERRANE SCALE: �� � � 1 = 1 0 VERTICAL HORIZONTALS. NAD 1983/1991 DATUM CITV OF [vA 1 RENTON Planning/Building/Public Works Dept. STRAIGHT ARROW HOMES N 32ND ST SFR OFFSITE IMPROVEMENTS COVER SHEET 08/07/2023 DESIGNED: AE OOK: B PAGE: PAGE: P DRAWN: AE\RR ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DRAWING NO: RO.00 CHECKED: AE NO. REVISION BY DATE APPR APPROVED: AE SHEET: OF: 1 9 LEGAL DESCRIPTION TOPOGRAPHIC & BOUNDARY SURVEY (PER STATUTORY WARRANTY DEED RECORDING# 20210407002072) LOT 2, BLOCK 15, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING FOUND CONC MON FOUND CONC MON COUNTY, WASHINGTON. W/ BRASS DISK O N N 32ND ST W/ BRASS PIN (PER STATUTORY WARRANTY DEED RECORDING# 9003151548) IN CASE, DOWN 0.8 IN CASE, DOWN 1.0 N 89'04'08" W 1300.07' MEAS. (1299.97' R1) VISITED 12/2017 V 75.01' LOT 49, BLOCK 15, HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE, NO. 1, ACCORDING TO THE PLAT RECORDED z '' , vi � T �- I�- ILOT LOT ILOT LOT ILO �WTI I IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, WASHINGTON. w � LOT �OT �T �T �7 OP7ryry �TI�T �T LOT ��1 Q �� I I JI�IU/ 11 I LL+V IJ ll I JI�IUJ� I I LOT LOT I LOT I �� ll I L�+\UJ ll JIJJ ll uj g 1® I BASIS O F BEARINGS N _ I C.D. �� 11� ll� �� J �® �11 �� W I ��� I L N 01 °48'13" E BETWEEN CITY OF RENTON CONTROL POINTS 15 - L � I co ��®� �` Q #1836 AND #1886 W z s Z) z � �OT I ��° �T LOT f�0`�" LOT Ld07r I�O"� LOT �"Ir EDZ V A DD=(ON 1 -7-1 1 �`�I Ile®`I� +' 25' 49 48 I 47 I I 4� 144 143 I I IILO`IC I��� I�`I[° IILO'IC ILC,�`� I ��I IL®`I�I ���I ILO�I ILO`�°I LOT II��PlI°I �°II" �� I �� n ROW �ll ��4 �� 32 all 301 �� 25' s ROW I �_ � �_ i �-I ��1 `' � '$`� �� I I I� REFERENCES R1. RECORD OF SURVEY, VOL. 290, PG. 286. RECORDS OF KING COUNTY, WASHINGTON. z -�J- -�L 1 _� I I � I I FOUND CONC MON N 89'04'36" W 1299.73' MEAS. VERTICAL DATUM W/ BRASS DISK N 31 ST ST FOUND CONC MON IN CASE, DOWN 0.8' NAVD88 PER CITY OF RENTON BENCHMARK #1836 N W/ BRASS DISK CONTROL MAP IN CASE, DOWN 0.8' CONC MON IN CASE AT THE INTX OF BURNETT AVE N AND N 30TH ST W N.T.S. ELEV: 36.586 METERS (CONVERTED TO 120.03 FEET) <AO!! 0 00 o V' SDMH SURVEYOR'S NOTES � RIM-101.13' z N FOUND CONC MON IE(N) 18"CPEP=93.58' IE(S) 18"CPEP=94.03' w 1. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN W/ TACK/LEAD IN CASE, DOWN 0.6 Sp IE(E) 12"DI=97.43' SD�SD �P P P P P P P P P P P P P$-P P P SD SD SD P P 0f J JULY OF 2021. THE FIELD DATA WAS COLLECTED AND RECORDED (RENTON #1836) I ON MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE. ► CB TYPE 1 106'' ( ) Nv -, J THE DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE SHOWN FOR CONVENIENCE ONLY. DESIGN SHOULD RELY ON SPOT ELEVATIONS. 0 w N � z a� Z N RIM=101.24' °� s APPROX. LOCATION OF SSMH IE 12"CPEP E.-98.91' �= 06.5a 07 WATER LINE, P PAINT ( )- APPROX. RIM=101.82' � IE 12"CONC(S.)=98.99' MARKS (TYP) GAS LINE, IE 8"CONC(E./W.) IE 12"DI(W.)=98.74' LOCATION OF � CB (TYPE 1) PER PAINT v, MARKS o RIM=111.83' (n o o (� W (n _ 2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE 00 Z �� z =91.66' C.C. � ( ) w w w w w w w w w w o SS SSA (TYP) IE 12"CO.)=10 =10' IE 12"CONC(E.)=109.66' cV Q M M Q0 � COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. M CO W co of N v SS SS SS w/ N 32ND �+ T I IE 12"CONC(W.)=109.61' 0 O z co 3. THE TYPES AND LOCATIONS OF ANY UTILITIES SHOWN ON THIS DRAWING ARE BASED ON INFORMATION PROVIDED TO US, BY 0 w � v) ,) wv I SS ►� °� SS-- �� SSA y�, �7 ° .10496 SS 9'04 W 1300.07 MEAS. (1299.9T R1 (� o0926 Z O OTHERS OR GENERAL INFORMATION READILY AVAILABLE IN THE PUBLIC DOMAIN INCLUDING, AS APPLICABLE, IDENTIFYING a o 0°'� x°° o FOUND MON IN CASE V� S I SS SS o�. SS- Ss �SS� BRASS DISK, DOWN 0.8 SS SS `� ASS SS�SS� yam° �� (� O N m "ZtM O I- MARKINGS PLACED BY UTILITY LOCATE SERVICES AND OBSERVED o z APPROX. LOC OF I ASS SS SEWER, PER PAINT I SS -SS .. SS SS SS �S O BY TERRANE IN THE FIELD. AS SUCH, THE UTILITY INFORMATION MARKS (TYP) c 3 (9 I ss U Q ~ SHOWN ON THESE DRAWINGS ARE FOR INFORMATIONAL tri N N O Z W PURPOSES ONLY AND SHOULD NOT BE RELIED ON FOR DESIGN N o ,°�� °x° I °s MAILBOX °ti 0^ \� '�� = z N OR CONSTRUCTION PURPOSES; TERRANE IS NOT RESPONSIBLE OR FOUND CONC MON _ I 10 ;� x J w Z LIABLE FOR THE ACCURACY OR COMPLETENESS OF THIS UTILITY INFORMATION. FOR THE ACCURATE LOCATION AND TYPE OF UTILITIES NECESSARY FOR DESIGN AND CONSTRUCTION, PLEASE w/ BRASS PIN IN CASE, DOWN 1.0 (RENTON #1886) o�� ,��� -Sp� �ti N I g' 669; ) x° I 113 CB (TYPE 1 � sSMH '�2 = RIM=115.44' �. ��� '� IE )=100.79'(C C� Q C7 Lo O 09° RIM=101.71' o I MAILBox 8"CCNC(SE ��, °� E a"coNc(E c) CONTACT THE SITE OWNER AND THE LOCAL UTILITY LOCATE ► t v, ° D REBAR CAP IE 12"CONC(N.)=99.36' z o NEI BORHOOD WA CH / /w)=1oo.H9'(c O SERVICE (800-424-5555). IE 12"CONC(E.)=99.76' SET LS# 29537 I (n 4. SUBJECT PROPERTY TAX PARCEL NO.(S) 3342101511 & IE 12"DI(S.)=99.66' REBAR/CAP ° 0.08 S & 0.05 W 2 I N 89 04 08 W COR k' O 3342101750 WOFPROP o °� LS# 56654 �!' 50.00' wM 0.3'L E ^ `� ~ 5. SUBJECT PROPERTY AREA PER THIS SURVEY IS 5,099 ±S.F. /°, (0.12 ACRES) PARCEL NO. 33421015117 I e SUBJECT PROPERTY AREA PER THIS SURVEY IS 5,098 ±S.F. .• , d ' (0.12 ACRES) PARCEL NO. 3342101750 •• d• • N FENCE • d • -4- • �� 6. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE . : 5 ••• •' , .• •d. 6� titiE �o�` N REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST .d a��,c�o W • ' ~ P THAT ARE NOT SHOWN HEREON. Q o°� wALL a • I r7 W 7. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD W e• + 0.3eE' �� •. , , '• d •� .� I F a /-i CO I Ao o ��1 ,� �� �y MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5-SECOND rn •d • ��-EJ O� 4 TOTAL STATION AND/OR SURVEY GRADE GPS OBSERVATIONS. • • d U �N �. •, I �oObf ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND ' a • , MEET THE STANDARDS SET BY WAC 332-130-090. w • . , ;" e: e 'e• , • • , a LEGEND •�• • A,,;� � � •d I- 4 �' z A1. • '• e I O o c c 00 0 ASPHALT SURFACE O REBAR AS NOTED (FOUND) ^ . • ,• . d •• • •, •: 'V 'V BUILDING REBAR &CAP (SET) <d •' ;. •, ,. , d CENTERLINE ROW SS SEWER LINE d , e•• , e CN WALL , e' O 0. 1' W'; , •, '• •• •. •� CONCRETE SURFACE �.�� SEWER MANHOLE d • �/ �� F,13.32 d , d 4-J � RETAINING WALL I D SIGN (AS NOTED) 708.4, d 'r • d• (mod • • a • I � 0 X X FENCE LINE (CHAIN LINK) -SD- STORM DRAIN LINE a 0 • � � FENCE LINE (WOOD) SIZE TYPE TREE (AS NOTED) d ,� . , . -; d • .'•' BLOCK ' G��' 1 WALL w --� • 10 0 5 10 I (V w ° d Q •, O OO INLET (TYPE 1) ® WATER GATE VALVE y • d N� • •. I ( IN FEET) '� 00 ® MAILBOX (RESIDENTIAL) W WATER LINE cV c�Q��\ �.O ' . , • I �•� 1 INCH - 10 FT. ., % �: .e �&Q •'d I a--� .� ►�� MONUMENT IN CASE (FOUND) wM E WATER METER ••• 2 PG `� WAL •Q d', '°' •. d• • \ , Cn Lf� P POWER (OVERHEAD) D4 WATER VALVE 0.5' ? `. 9'• ••e •' d: '•e z I �j • • s Ln PP O POWER POLE APPROX. LOCATION FENCE 5 NW e, . � ., d• • ,a CV L d- OF SEWER PER PAINT MARKS (TYP) = • ,d . d • a--J VICINITY MAP e ' APPROX. LOCATION .` •• , • 0 c� N.T.J. OF WATER PER PAINT % .y� 109.5' : d.. :e e' ' MARKS (TYP) d e • d CONC d • d (0 _r_ Q/ N 33rr1 51 f. 73, d 5t Q �Boulevard5alon a" 110.7 110.5 ' d 106- 9n 0.1' W EAVE -� 10.9 1112. WALL FENCECONC STEEP SLOPE/BUFFER DISCLAIMER: 00 o wsz,tasr ! _ r. _ins, ra-sznust 0. 2' W 5. 0' THE LOCATION AND EXTENT OF STEEP SLOPES SHOWN ON THIS DRAWING SITE '09 I ARE FOR INFORMATIONAL PURPOSES ONLY AND CANNOT BE R103/18/2022 FOR DESIGN AND/OR CONSTRUCTION. THE PITCH, LOCATION, AND EXTENT '� 3 ° oax1° 1089„ 2 "'' ARE BASED SOLELY ON OUR GENERAL OBSERVATIONS ON SITE AND OUR JOB NUMBER: 210956 �� 14.8' 110.3x ° CURSORY REVIEW OF READILY AVAILABLE PUBLIC DOCUMENTS; AS SUCH, DATE: 07127121 9 KennydakeUnited Cloudbrea °11` o '°9 >I TERRANE CANNOT BE LIABLE OR RESPONSIBLE FOR THE ACCURACY OR Methodist nited Q m% w COMPLETENESS OF ANY STEEP SLOPE INFORMATION ULTIMATELY, T HE G' 0 = o6g5 3 10,.. (2) 12" DEC 9 MATCH LINE - SEE SHEET 1 LIMITS AND EXTENT OF ANY STEEP SLOPES ASSOCIATED WITH ANY DRAFTED BY: TGC CHECKED BY: JGM / CSP man Paint N 301h St N 301h S1 N 301h Si N 30th St N 3 v R vPark 6.94 0°� _, I,. Wes}_ W 30" DECK MATCH LINE - SEE SHEET 2 FOUND REBAR/CAP SETBACKS OR OTHER DESIGN OR CONSTRUCTION PARAMETERS MUST BE DISCUSSED AND APPROVED BY THE REVIEWING AGENCY BEFORE ANY CONSTRUCTION CAN OCCUR. a °' 11 ° SCALE: 1 " = 10' z N 29lh 5! v N,q 07h 51 Q N29th 5< N29Ih St 25' SET >- LS# 29537 (DISTURBED) 5 ROW REBAR/CAP 0.46'W OF PROP COR '24, I '.�2 LS# 56654 J R-419702 REVISION HISTORY GWanaka Win United Energy Engineers Architech 1�Q 4 9' 08/06/21 ADDT'L TOPO &ADD 96"�< W '0zss. 1os.a ° �� 89 04 22 W INDEXING INFORMATION PROJECT #211094 N 781h P1 N Mh PI N 28th P1 D �q. m ° 3 °" R WOOD SET 0D >- T2 PH SI ALL SO.00 W EAVE 107.49 �Gt .2 WALL REBAR/CAP N S W 1 /4 SW 1 /4 4 4 12106121 PER COMENTS 0 , J CONC 2 4' 11 .0 LS# 566 s `� J 6� N E SECTION: 32 WALL 12.7 ¢ 113.2 11 3.5 114.o ' TOWNSHIP: 24N 01/10/22 UPDATE DRAWING s, v,hP1 NZ7,hP1 M N FENCE ,�,^� cV „ss � „3.7 f (Jp 3 110 FENCE � 4 SE 4 RANGE: 05E, W.M. Seavle❑etas ,9° H6211 ,1ti� EAVE N 89°04'22" W 50.00' 0'7 W ox,�,� COUNTY: KING SHEET NUMBER 2 o 2.4. 3.7 n 1 OF 2 O I r) LU l 7: 105.49485.58 FL: 105.5975-7& 1 LP: 105.47 I Iq 85.49 FL: 105.64 o FL:105.6319---------- j GRADING ENLARGEMENT ' SCALE 1 "=5' SDMH SDSD � 1 �P P P P P P P-/� P RIM=101.13' SD SD SD SD SD SD SD SD SD SD SD SD IE(N) 18"CPEP=93.58' 1 SD IE(S) 18"CPEP=94.03' o CB (TYPE 1) °�^� h� �i 06.75 o RIM=101.24' y. o / NEW 4 x8 IE(E) 12 DI=97.43 0 SSMH E 12"CPEP(E.)=98.91' / CONNECTION RIM=101.82' IE 12"CONC(S.)=98.99' ��ps 6" IE -96.0 IE 8"CONC(E./W.) IE 12"DI(W.)=98.74' / 8" IE -95.5 o SS=91.66'(C.C.) W W W �� -- SS�s`� / �1 / ��w �SS� Wv ss - S ,, 2+65. o - SS S°� S oW SS 9s SS �.,,QQh9 106s + SS FOUND MON IN CASE N I I SS BRASS DISK, DOWN 0.8' o I �S - _SS APPROX. LOCI OF �(����` N 32ND ST 10+00.00 SEWER, PER PAINT 105.28 196..22 FL 0+85.71 5 I105.02 ME S TYP o 10+74.68 /19.50'RT O BURNETT AVE N 2+65.99 \ 10 10+70.59 ( )I Uri �� 13.00 R I / � o 'oR 10.00 R 1 10 69.33 / 11.21 R SD SD SD o SD /SD + + + + + + + + o CB (TYPE 1) o� 10+74.69 +++ + +++++++ +++++ ++++++++++ ++ v RIM=101.71' / 1�2 41' + + /+ +V +++ ++++++ ++ E 12"CONC(N.)=99.36' - - APPROX. <OC OF �+ + STORM/STUB, PER ++ + o IE +4 + Z CITY OF' RENTON GIS + ++/ +++++++++ + IE 12"DI(S.)=99.66' 14 LF 12"0 DI @ 4.54% + + + + + �o V) CB -TYPE 1 %r.a �. 0 w U j 1 RIM 104.4716r5 2 Q (� IE-OUT 103.32 182.612" (W) �8� LLJ IE-IN 103.85 163.1 6" (S) 107.12 U IE 103.47 12" (E) U gp_ _ ___Sp_-_gp___SD C BEGIN S/W 105� --- -10+f4.59; 21.50 R J 12 LF 6" 0 CPEP @ 0.5% (MIN) 15 BLDG.I -107.6 x SETBACK ; LUz _ _ _- - - --- - - Z - 0 CB - 24" NYLOPLAST RIM •-107.5 W/ GRATE FOR OVERFLOW BAC ofU) IE-IN 106.0 (6" S) I - - - �- PRE LL.I IE-OUT 105.8 (6" N) W/ TEE PER DETAIL IE-OUT 106.8 (6" W, OVERFLOW) I o MIN. 12" SUMP BELOW BOT. OF TEE M i W TO ADDRESS BUOYANCY DRILL SIXTEEN 5/8" HOLES IN BOTTOM AND PROVIDE I ALL ONSITE IMPROVEIV MIN. 12" WASHED ROCK BELOW STRUCTURE UNDER SEPARATE I o Q J � 0 LIMITS OF �� xo 2+00- DISTURBANCE CN a /NEW SFR Cf) 108.4^ LEVEL 1 hFFE A CONSTRUCTION RECORD DRAWING: AS -BUILT INFORMATION FOR RECORD DRAWINGS PROVIDED BY TERRANE, JULY 2023. N 32ND ST Horizontal Scale: 1" = 10 Vertical Scale: 1" = 5 LIMITS OF DISTURBANCE PP P P 09, SD•i - ` r' - C SD SD 1oe.a7. •108. 9 APPROX. LOCATION OF GAS LINE, PER PAINT o/ MARKS (TYP) o - >IS _ SS �� / x109.26 SS xo9 x�° - SS 108.33 108.48 SS -�- SS - 108.29198.46FL INTERMEDIATE CB / / 11+21.51 7 / NOT FOUND AT 13.00 R TIME OF SURVEY 108.552 ME N POSSIBLY COVERED �11+25.64 ti 6 10.00 R Ah _ -o / S�An4 GA n n f,AC i X, �W,4L1= 112- 0.4' E,` - • ° -P a 25 LF LIMITED INFILTRATION TRENCH �ry6 WA 6" PERF. PIPE IE = 105.7 6" SD BOP -105.6 4" SS TOP -103.6 --12LF 4" 0 SDR35 PVC @ 2.00% MIN 4" SSCO RIM -109.3 IE -105.9 a:. �� dt - EXISTING SITE WALL TO REMAIN 4. • �. BALL ' " � ` • oQ•: y d� • e .° •'. A 0 a.. A 10 5 0 10 20 SCALE IN FEET PAVING LEGEND UNLESS OTHERWISE NOTED: :! 4" HOT MIX ASPHALT OVER 6" CRUSHED ROCK BASE >� • ' e . , CEMENT CONCRETE SIDEWALK CEMENT CONCRETE TRAFFIC CURB AND GUTTER 2" OF HOT MIX ASPHALT OVER 4" CRUSHED ROCK BASE +++++++ ++++++++++++++ NATURAL GRASS TURF +++++++ SHEET NOTES SDIM SD (NOTE: NOT ALL SHEET NOTES ARE USED ON EACH SHEET) CB (TYPE 1) O SITE: o RIM=111.83' 1. PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS, TYP. REFER TO STD. PLAN 110 AND 220.20. E 6"DI(S.)=109.70' IE 12"CONC(E.)=109.66' 2. PROVIDE TEMPORARY HMA RAMP FOR ACCESS. IE 12"CONC(W.)= '09.61' 3. RELOCATE EXISTING MAIL BOX(ES) AND PROVIDE ONE NEW MAIL BOX FOR NEW RESIDENCE. COORDINATE LOCATION h o WITH RENTON POSTMASTER. N 32ND ST --1 4. RELOCATE EXISTING SIGN WITH NEW POLE PER STD. PLAN 129. RESIDENTIAL ACCESS) SS SS�SS�SS�Sc 5. CARPINUS CAROLINIANA (American hornbeam) 2" CALIPER 6. EXISTING ASPHALT FLOW LINE 7. TRANSITION FLOW LINE FROM EXISTING ASPHALT TO PROPOSED CURB AND GUTTER. 8. THE CITY WILL NOTIFY ADJACENT PROPERTY OWNERS VIA MAIL OF THE CIVIL CONSTRUCTION PERMIT APPROVAL. CONTRACTOR SHALL REMOVE AND RE -INSTALL FENCE ALONG THE SOUTH AND EAST EXTENTS OF THE ALLEY. CONTRACTOR SHALL COORDINATE CONSTRUCTION SEQUENCE OF ALLEY IMPROVEMENTS, INCLUDING MAINTAINING SECURITY OF NEIGHBORING PROPERTIES, DIRECTLY WITH PROPERTY OWNERS. NO WORK SHALL BE ALLOWED ON LOT 4E 50, 1 OR 3 WITHOUT A TEMPORARY CONSTRUCTION EASEMENT. / 9. 1-FT WIDE BLOCK WALL IN RIGHT-OF-WAY WITH 42-INCH CHAIN LINK FENCE AT PROPERTY LINE. CONNECT TO EXISTING CHAIN LINK FENCE AT BOTH ENDS. -113- - 10. TIE INTO EXISTING RETAINING WALL. 11. CEMENT CONCRETE DRIVEWAY PER COR STD. PLAN 104.2. O SEWER AND STORM: % 1. PROVIDE 6" SEWER STUB AND APPURTENANCES PER STD. PLAN 406.1 2. CATCH BASIN TYPE 1 PER COR STD. PLAN 200.00 AND RECTANGULAR VANED GRATE PER COR STD. PLAN 204.20. 3. CATCH BASIN TYPE 2 PER COR STD. PLAN 201.00 AND SOLID LOCKING LID PER COR STD. PLAN 204.50. 4. CATCH BASIN TYPE 2 PER COR STD. PLAN 201.00 AND RECTANGULAR VANED GRATE PER COR STD. PLAN 204.20. 5. CLEANOUT PER COR STD. PLAN 226.00. ❑ WATER: 1. NEW 1-INCH WATER SERVICE AND METER TO BE INSTALLED BY CITY FORCES. (SEPARATE WATER PERMIT REQUIRED). 2. CUT AND CAP EXISTING 3/4-INCH WATER SERVICE AT MAINLINE BY CITY FORCES. (SEPARATE WATER PERMIT REQUIRED). O DRY UTILITY 1. COMPLETE PSE APPLICATIONS FOR POWER AND GAS AND COORDINATE WITH PSE FOR NEW SERVICES. TESC/PROTECTION: 1. PROVIDE CATCH BASIN INSERT PER STD PLAN 216.30. 2. PROTECT UTILITY LINE AND APPURTENANCES. 3. COORDINATE WITH PROPERTY OWNER TO RELOCATE EXISTING SHED. REMOVAL: 1. REMOVE WALL AS REQUIRED FOR PROPOSED IMPROVEMENTS. 2. REMOVE FENCE AS REQUIRED FOR PROPOSED IMPROVEMENTS. ?O MI]• 10� .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. I I I I I I I � I I I I I I fi 100 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20 11+30 11+40 11+50 11+60 11+70 11+75 EG @ CL 103.10 103.64 104.28 104.95 105.69 106.41 107.10 107.75 108.37 109.13 109.64 110.31 111.02 111.73 FG/EG @ SAW CUT 102.94 103.56 104.27 104.98 105.69 106.37 107.05 107.71 108.42 109.11 109.81 110.56 111.17 111.80112.30 FIG @ FL 105.13 105.58 106.27 106.96 107.65 108.34 FIG @ R.O.W. 106.32 107.01 107.70 108.39 109.08 THIRD DAY DESIGN CIVIL ENGINEERING 5918 WALLER RD E TACOMA, WA 98443 (253) 256-1812 ro WA �_ 44221 AEG/STERN° sSIONAL 8/14/2023 NO. REVISION SURVEYED: TERRANE DESIGNED: AE DRAWN: AE\DW\RR CHECKED: AE BY DATE APPR APPROVED: AE SCALE: VERTICAL: NAVD 1988 1 "' 1 0' HORIZONTAL NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY I ROAD CL 13' EXISTING ASPHALT PAVEMENT 1.5' R.O.W. DEDICATION 25' EXISTING R.O.W. 26.5' 0.5' 8' PLANTER 5' 2.0% 1.5D/ k CEMENT CONCRETE J SIDEWALK PER STD PLAN 102 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER STD. PLANS 101 AND 101.1 PAVEMENT RESTORATION PER STD PLAN 103. ALL PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS, TYP. SECTION A -A R1.00 0 SCALE: 1 "=5' N R-419703 CIO z IN COMPLIANCE WITH CITY OF RENTON STANDARDSLU Know what's below. Call before you dig. CITY OF V'R] RENTON Planning/Building/Public Works Dept. 75 0 O of DATE. STRAIGHT ARROW HOMES N 32ND ST SFR 08/07/2023 = OFFSITE IMPROVEMENTS FIELDBOOK: B Ur PAGE: P / DRAWING NO: R1.00 32ND ST PLAN AND PROFILE SHEET:3 OF 9 (n M) `rn! V C) C) N AN 1 0 I 0 w M N 0 N LU w 0 0 CL Z W 6 > Li Q U J W z Z 0 LLJ CB#1, TYPE 2 - SOLID-\ OVERBUILD STA 29+92.8, 5.0'L RIM 107.18' 19�.24' IE 99.78' 12" PVC (E) E 98.68'99.g8' 18" EX (N) IE 99.10' 18" EX (S) BP: 29+85.00 N 2 ALLEY 30+00.00 BURNETT AVE N 1+33.00 OCB#1, TYPE 2 OVERBUILD (PUBLIC) STA 29+92.8, 5.01 RIM 107.24' IE 99.78' 12" PVC (E) IE 99.10' 18" EX (N) IE 99.10' 18" EX (S) I APPROX. LOCATION F SEWER PER PAINT MARKS (TYP) APPROX. LOCATION F WATER PER PAINT MARKS (TYP) - - - _1/ - LLJ -a c.i i Y VV/1LL (L a • ' r' O ✓ I ,.. Q 1� x1 i Z WALL` . ; `•... r. • ' , . I \ FENCE! EP11D,': 9.5 • .. . ! Ad, 1Z98 \ / /C31 \ I 1 5.0' _ 106.90 FL / �\ i /- 30+13.22 �° / �\ UP ; • Cs ' "` f ; ,': 9 14.01L 106.96 ME 0� a,oi6 1 30+10.22 ENO S/W 107.82 o I 1 / / '/W: 113.15 / \ ati ;: > + 14.05 L / I II i I / 2 / w 30+P1.66, 6.20 L �- I i B/W: 1 e, • . • .:• ..o �� .'�; -- .,� I I 1pg.95• iD>.s 11 I (2) 1" DEC 20' BLDG SETBACJK o ''- •a ."=a :-'.�. • ��: y - .�-� N j W END /W 107.85 I / 12 30" D j - ? . a. W -FOUND4R•fCA PAVING LEGEND UNLESS OTHERWISE NOTED: 4" HOT MIX ASPHALT OVER Ao!i ' 6" CRUSHED ROCK BASE ep • ' a CEMENT CONCRETE SIDEWALK 10 5 0 10 20 CEMENT CONCRETE TRAFFIC CURB AND GUTTER SCALE IN FEET 2" OF HOT MIX ASPHALT OVER 4" CRUSHED ROCK BASE + + + + + + + '+++'+++'+++'+ NATURAL GRASS TURF + + + + + + + SHEET NOTES (NOTE: NOT ALL SHEET NOTES ARE USED ON EACH SHEET) O SITE: 1. PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS, TYP. REFER TO STD. PLAN 110 AND 220.20. 2. PROVIDE TEMPORARY HMA RAMP FOR ACCESS. 3. RELOCATE EXISTING MAIL BOX(ES) AND PROVIDE ONE NEW MAIL BOX FOR NEW RESIDENCE. COORDINATE LOCATION WITH RENTON POSTMASTER. o >• 25' 30+26A1\1, 6.10 L ,° / 1 I s, ' 6" CLEANOUT 4. RELOCATE EXISTING SIGN WITH NEW POLE PER STD. PLAN 129. iry 1 SET I a,.} - a! ; °. LS.#22953a7• (DIStTtJR� •, ow TN* 109� 9 �,; REBAR/CAP / . ; ' :' 0.4e'W •cam PROP: � STA 31+25.1, 0.0' .. _'.:•_'..• .. I •, ", d;'•- ; : ; . 11 . 5. CARPINUS CAROLINIANA (American hornbeam) 2" CALIPER :':r'`r:::':<;. .' i.' •'.' •'.' •'. B/W: 1b$;51� /,• \ 1 S# 56654 �/ a I SURF ELEV. 112.53frF :.. 9, WER ;IR : IN I 1 (TY CONC WALL 7MARKS I ME.78 o x° 13.94 R 108.24 FL I 0 n 30+12.78 13.99 R I 1 T/W:109.23 BIW: 108.64 1+00 �090 <''\ �O9 2 9 CB#2, TYPE 2 - VAN D GRATE STA 30+31.5, 0.0' RIM 108.3518836' IE 102.20' 101.3r2' 12" PVC (W) IE 104.15 104.27'12" PVC (E) BEGIN S/W 108.53 30+26.42, 4.85 R BEGIN S/W 108.50 30+21.51, 5.73 R 0. 3' W M / T`, ?`•9 1:a,' IE 108.62' 12" PVC (W) 6. EXISTING ASPHALT FLOW LINE L-► Q I� i "113.8 a -/� 3 I ! �,'9--rv---Fo---Fu---FD---Fo- I I, I 2 ALLEY Horizontal Scale: 1" = 10 Vertical Scale: 1" = 5 29+85 29+90 30+00 30+10 30+20 30+30 30+40 30+50 EG @ CL 107.74 107.63 108.81 110.03 110.85 111.35 FG @ CL 107.63 108.10 108.33 109.09 110.09 CONSTRUCTION RECORD DRAWING: AS -BUILT INFORMATION FOR RECORD DRAWINGS PROVIDED BY TERRANE, JULY 2023. THIRD DAY DESIGN CIVIL ENGINEERING 5918 WALLER RD E TACOMA, WA 98443 (253) 256-1812 ro WA �_ 44221 �E0/STF_ SSIONAL 30+60 111.95 110.90 8/14/2023 112.72:�/ NEW' 2 ,4.4- 1 ' SET .k REBAR/CAP +� LS# 56654 I � � x`h^ 1� 5 NCE 0.6' W I' ATE 14 FENCE 1 0.6' W 11 9. 1-FT WIDE BLOCK WALL IN RIGHT-OF-WAY WITH 42-INCH CHAIN LINK FENCE AT PROPERTY LINE. CONNECT TO EXISTING CHAIN LINK FENCE AT BOTH ENDS. 10. TIE INTO EXISTING RETAINING WALL. 11. CEMENT CONCRETE DRIVEWAY PER COR STD. PLAN 104.2. OSEWER AND STORM: 1. PROVIDE 6" SEWER STUB AND APPURTENANCES PER STD. PLAN 406.1 2. CATCH BASIN TYPE 1 PER COR STD. PLAN 200.00 AND RECTANGULAR VANED GRATE PER COR STD. PLAN 204.20. 3. CATCH BASIN TYPE 2 PER COR STD. PLAN 201.00 AND SOLID LOCKING LID PER COR STD. PLAN 204.50. 4. CATCH BASIN TYPE 2 PER COR STD. PLAN 201.00 AND RECTANGULAR VANED GRATE PER COR STD. PLAN 204.20. 5. CLEANOUT PER COR STD. PLAN 226.00. ❑ WATER: 1. NEW 1-INCH WATER SERVICE AND METER TO BE INSTALLED BY CITY FORCES. (SEPARATE WATER PERMIT REQUIRED). 2. CUT AND CAP EXISTING 3/4-INCH WATER SERVICE AT MAINLINE BY CITY FORCES. (SEPARATE WATER PERMIT REQUIRED). O DRY UTILITY 1. COMPLETE PSE APPLICATIONS FOR POWER AND GAS AND COORDINATE WITH PSE FOR NEW SERVICES. TESC/PROTECTION: 1. PROVIDE CATCH BASIN INSERT PER STD PLAN 216.30. 2. PROTECT UTILITY LINE AND APPURTENANCES. 3. COORDINATE WITH PROPERTY OWNER TO RELOCATE EXISTING SHED. REMOVAL: 1. REMOVE WALL AS REQUIRED FOR PROPOSED IMPROVEMENTS. 2. REMOVE FENCE AS REQUIRED FOR PROPOSED IMPROVEMENTS. 3. REMOVE EXISTING STRUCTURE 30+70 30+80 30+90 31+00 31+10 31+20 31+30 31+40 112.39 112.65 112.72 112.73 112.93 113.13 113.46 114.11 111.52 111.95 112.18 112.32 112.46 112.60 SURVEYED: SCALE: TERRANE 1 111 _ 1 VERTICAL: NAVD 1988 HORIZONTAL NAD 1983/1991 DESIGNED: AE 0' DRAWN: AE\DW\RR ONE INCH DATUM CHECKED: AE AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE APPR SCALE ACCORDINGLY APPROVED: AE ALLEY CL I I ALLEY CL 12' EXISTING R.O.W. 12' EXISTING R.O.W. 6' 6' 6' 5' 2% 2% �/ 2% 2% L 4" HMA OVER 6 CRUSHED ROCK BASE TIE INTO EXISTING GRADE @ 2:1 SLOPE, TYP SECTION A -A R1.01 SCALE: 1 "=5' Know what's below. Call before you dig. [vA qq CITY OF RENTON Planning/Building/Public Works Dept. 0 `M! TT VJ 0 0 N AN M� O 0 0 N I..L L 4" HMA OVER 6" CRUSHED ROCK BASE 42" TALL CHAIN LINK FENCE TIE INTO EXISTING GRADE of L _ (n SECTION 13-13 R1.01 SCALE: 1 "=5' U) 0 G N R-419704 Cy') z U) IN COMPLIANCE WITH CITY OF RENTON STANDARDS LU 75 0 0 of DATE. STRAIGHT ARROW HOMES N 32ND ST SFR 08/07/2023 = OFFSITE IMPROVEMENTS FIELDBOOK: B Ur PAGE: P / DRAWING NO: R1.01 0� ALLEY PLAN AND PROFILE SHEET:4 OF: 9 j rn� V C) r) W m DocuSign Envelope ID: 3B1 B34D3-7EOA-476C-ADB3-4329FFEOC108 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 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 SURFACE WATER 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 SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM, RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO 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, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANTS CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL 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 UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7. VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 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 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. 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS 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 CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE 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 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 220.20. 13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE. 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN 204.10, 204.20, 204.30, 204.40, AND 204.50. STRUCTURES SHALL HAVE: • RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. • ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE. • ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. 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 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. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) Adoftk STD. PLAN - 267.00 !A PUBLIC WORKS SURFACE WATER STANDARD PLAN e6s: 6Y: 7K DEPARTMENT NOTES (1 OF 2) artin Pastucha8/13/2020 n, DATE 1�36[3NRAA®D... DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 WASTEWATER UTILITY STANDARD NOTES 1 ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION 2 DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 UNLESS OTHERWISE APPROVED BY THE CITY BENCHMARKS AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS 3 A PRE -CONSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS, INCLUDING STREET USE PERMITS, PRIOR TO STARTING CONSTRUCTION INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION 4 THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY 5 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. 6. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RCW 19 122 A DIG TICKET SHALL BE OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION THE CONTRACTOR SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL TIMES 7. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 12-INCHES, MAXIMUM DEPTH 18-INCHES, THOROUGHLY COMPACTING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19). 8 SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034, SDR 35, C900/C905 OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CITY 9 SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC) UNLESS APPROVED BY THE CITY IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC.), IT SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON IN ACCORDANCE WITH STANDARD DETAIL 412 10. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLED WITH CRUSHED SURFACING AGGREGATE (WSDOT SPECIFICATION 9-03 9(3) AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY 11 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS & SPECIFICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN 405 12 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE CITY FOR THE PREVENTION OF ON -SITE EROSION BOTH DURING CONSTRUCTION AND AFTER THE COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL 13 THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR ,,,alp.PLAN - 413 •n PUBLIC WORKS WASTEWATER UTILITY APPROVED DEPARTMENT STANDARD NOTES Martin PastuchaL0/26/2 rudowoes •am,x,v„o, DATE CONSTRUCTION RECORD DRAWING: AS -BUILT INFORMATION FOR RECORD DRAWINGS PROVIDED BY TERRANE, JULY 2023. THIRD DAY DESIGN CIVIL ENGINEERING 5918 WALLER RD E TACOMA, WA 98443 (253) 256-1812 18:4E DocuSign Envelope ID: 3131 B34D3-7EOA-476C-ADB3-4329FFEOC108 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 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 SURFACE WATER STANDARD PLAN NOTES. 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: • 4-8INCH ROCK 1140-70%PASSING; • 2-41NCH ROCK/30-40%PASS ING; AND • LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS. 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKED "STORM" OR "DRAIN" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE 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 LAYER AND 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 MAY INTERRUPT 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. 27. PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). 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 AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NONSKID LID PER ADA REQUIREMENTS. 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. 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 OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE 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. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 267.10 PUBLIC WORKS SURFACE WATER STANDARD PLAN[ I 618NifSl§B.0 by: `A DEPARTMENT NOTES (2 OF 2) artin PastuchJ/13/2020 Nkw n' 928$&hFD9a®&A8DATED... DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 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 MEASURED LINEAR FOOTAGE BETWEEN MANHOLES ALONG THE EXISTING PIPELINE CENTERLINE FROM THE START OF PIPE TO END OF PIPE. 6. ALL OWNER AND PACP REQUIRED HEADER INFORMATION MUST BE FULLY AND 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 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 ARE SEEN AND LOGGED. 9. JUST PRIOR TO BEGINNING THE CCTV INSPECTION, WHILE THE CCTV CAMERA IS IN PLACE AND RECORDING, WATER (CONTAINING DYE) SHALL BE INTRODUCED INTO THE UPSTREAM MANHOLE OF EACH PIPE SEGMENT UNTIL IT IS OBSERVED AND RECORDED FLOWING PAST THE CAMERA'S FIELD OF VISION IN ITS ENTIRETY. 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. 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. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 266.00 .��� PUBLIC WORKS CCTV INSPECTION SPECIFICATIONS PPR D 9/28/2018 �„ DEPARTMENT GAZ roeu, wo,r name^rnmr DATE 8/14/2023 NO. REVISION 8:48 :45 AN DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 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 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. 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 RENTON 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. 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 1 ST 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 RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1 ST 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 PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 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. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (HITS) STD. PLAN - 268.00 ,• PUBLIC WORKS EROSION AND SEDIMENT CONTROL [PPRCIVID PR`Jf1� DEPARTMENT GAZ 9/28/2018 1 STANDARD PLAN NOTES ­1,Wo A--t m, DATE SURVEYED: I SCALE. TERRANE DESIGNED: AE DRAWN: CHECKED: AE BY DATE APPR APPROVED: AE NTS ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM :45 Al\ WATER PLAN GENERAL NOTES Standard Plan No. 300 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD- 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITYTESTING. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. ti�Y o STD. PLAN - 300.0 �' A► PUBLIC WORKS WATER PLAN GENERAL NOTES "PF NTO� DEPARTMENT MARCH 2O10 Know what's below. Call before you dig. CITY OF V'R] RENTON Planning/Building/Public Works Dept. R-419705 IN COMPLIANCE WITH CITY OF RENTON STANDARDS STRAIGHT ARROW HOMES N 32ND ST SFR OFFSITE IMPROVEMENTS STANDARD NOTES 08/07/2023 FIELDBOOK: B PAGE: P DRAWING NC: R2.00 SHEET: OF: 5 9 of LL V ) '� V ) 0 z N C*e) z U) LU 2 0 2 0 0.r' Q (D 2 N\ �L/L V ) Al M/ 0 0 0 N ry n O W 90� FACE OF CURB 6 112"�� 5 112' 1' "R r 1"R 7:24 I ---I. 1 TOP OF 1/2" R. ROADWAY 1 1 - � _ r _ 1 6 CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 12"�, FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:12 1:24 TOP OF 112" R. ROADWAY 1 io 1 1 - 6" DEPRESSED CURB SECTION AT SIDEWALK RAMPS PREMOLDED JOINT FILLER E FULL -DEPTH EXPANSION JOINT 6" CEMENT CONCRETE 112" R. 1" R SIDEWALK RAMP OR LANDING VARIES FROM 1 6"TOO 6" t 318" PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB 6 12"_- SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF f - r 1• 112"R. ROADWAY 2- 1 is I DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF ADJACENT CURB GUTTER SURFACE FACE OF CURB 6 112" ,51/2" 1" 1/2" R. i" R. 1 TOP OF ROADWAY 'v I:v 1 CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing. 2. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler. 3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104.2 STD. PLAN - 101 0 PUBLIC WORKS ,CEMENT CONCRETE CURBS DEPARTMENT ABBREVIATIONS: AC ACRE APPROX APPROXIMATELY APWA AMERICAN PUBLIC WORKS ASSOCIATION ARCH ARCHITECTURAL ASPH ASPHALT ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AVE AVENUE BLDG BUILDING BMP BEST MANAGEMENT PRACTICE BOM BOTTOM OF PIPE BW BOTTOM OF WALL C/COMM COMMUNICATION CL CENTERLINE CB CATCH BASIN CF CUBIC FEET CI CAST IRON CL CLASS CMP CORRUGATED METAL PIPE CO CLEAN OUT COB CITY OF BELLEVUE CONC CONCRETE CPEP CORRUGATED POLYETHYLENE PIPE CR CROWN OF PIPE CSTC CRUSHED SURFACING TOP COURSE CSBC CRUSHED SURFACING BASE COURSE DEPT DEPARTMENT DI DUCTILE IRON E EAST EA EACH EC EXTRUDED CURB EG EXISTING GRADE ELEV ELEVATION EP EDGE OF PAVEMENT ESC EROSION & SEDIMENT CONTROL EXIST EXISTING FFE FINISH FLOOR ELEVATION FIG FINISHED GRADE FH FIRE HYDRANT FL FLANGED FT FEET/FOOT G GRVL GV H HDPE HMA HORIZ ID IE IN L LAT LF LON MAX ME MH MIN MISC MJ MON N NC NO. NTS OC OD OFF PC PCC PI PL PP PRC PROP PT PVC PVMT R RCW ROW S SCH SD CONSTRUCTION RECORD DRAWING: AS -BUILT INFORMATION FOR RECORD DRAWINGS PROVIDED BY TERRANE, JULY 2023. GAS GRAVEL GAS VALVE HEIGHT HIGH DENSITY POLYETHYLENE HOT MIX ASPHALT HORIZONTAL INSIDE DIAMETER INVERT ELEVATION INCH LENGTH, OR LEFT LATITUDE LINEAR FEET LONGITUDE MAXIMUM MATCH EXISTING MANHOLE MINIMUM MISCELLANEOUS MECHANICALJOINT MONUMENT NORTH NO CURB NUMBER NOT TO SCALE ON CENTER OUTSIDE DIAMTER OFFSET POINT OF CURVATURE POINT OF COMPOUND CURVE POINT OF INTERSECTION PROPERTY LINE POWER POLE POINT OF REVERSE CURVE PROPOSED POINT OF TANGENCY POLYVINYL CHLORIDE PAVEMENT RADIUS REVISED CODE OF WASHINGTON RIGHT-OF-WAY SOUTH SCHEDULE STORM DRAIN SDMH STORM DRAIN MANHOLE SDR STANDARD DIMENSION RATIO SF SQUARE FEET SPECS SPECIFICATIONS SQYD SQUARE YARD SS SANITARY SEWER SSCO SANITARY SEWER CLEANOUT ST STREET STA STATION STD STANDARD SWPPP STORM WATER POLLUTION PREVENTION PLAN T TELEPHONE TIC TOP OF CURB TEMP TEMPORARY TESC TEMPORARY EROSION & SEDIMENT CONTROL TP TOP OF PAVEMENT TOP TOP OF PIPE TW TOP OF WALL TYP TYPICAL UG UNDERGROUND UIC UNDER GROUND INJECTION CONTROL UON UNLESS OTHERWISE NOTED UP UTILITY POLE V VERTICAL W WEST W/ WITH WAC WASHINGTON ADMINISTRATIVE CODE WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION WV WATER VALVE YD YARD DRAIN THIRD DAY DESIGN CIVIL ENGINEERING 5918 WALLER RD E TACOMA, WA 98443 (253) 256-1812 81 RAISED EDGE DETAIL 1 LEVEL Fa(T-NO SIDEWALK TRANSVERSE 12-(IN)R I JOINTS TO INCLUDE RAISED EDGE ROU DING Z SEE RAISED EDGE 1'-P SIDEWALK DETAIL - THIS SHEET' ALL CUT MIN. LOPES] FOR CURB DETAILS SEE STD PLAN 101 oHttE¢ 7 Z-(r I SIDEWALK ADJACENT TO CURB MIN. 1•-0• r-o• 1rr (IN) R. (rYP.) ROU DING FOR CURB DETAILS 2.0% 1 _ 1.5% SEE STD PLAN 101 BRIDGE OR PEDESTRIAN ��N^` , •`�'1'! �-� 2 RAILING FOR cuRa DETAILS (STEEP TO CURB BARRIER -SEE SIDEWALK SEE STD PLAN 101. (STEEP FILL SLOPES) CONTRACT PLANS rWALL OR BARRIER I I 12- (IN) R. (TYP.) J-- 1 I SIDEWALK FLUSH 1 •� 1.5% •-� •' 2-.'r��.`•y'(�� Y ..r 12- N) R. VERTICAL WALL ^ ,W .._ /" - -. _ -. ,\•1'.,j..'✓' ;w} :. Y1.1i. SEEDETAJL 3!8- (1N) PREMOLOEDJOINT FILLERADJACENT TO CURB AND RAILING OR WALL DER FOR SIDE BUFFER STRIP TREATMENT SIDEWALK SIDEWALK ADJACENT TO WALL DETAIL �I, DEWALK (SEE NOTE 10) SI1, (IN)R. SECTIONS �t vl (TYP.) , 1.5% FOR CURB DETAILS /-' 1,5%MIN / SEE STD PLAN 101 FINISHED GRADE 1' (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING - FLUSH IF PAVED - ADJACENT TO BUFFER STRIP SIDEWALK 318- (IN) PREI.'OLDCD JOINT FILLER TYPICAL WHERE APPLICABLE 1 12' (IN) R. (TYP.) FOR CURB DETAILS SEE STO PLAN 101 ROADWAY 1- •,��� // CRUSHED ROCK BAS • 1. - N t..l�•.'� LTIPIC,I UNDER CRUSHED SURFA}CING TOP COURSE (CSTC} SIDEWAIX• ACT TO 95% MODIFIED PROCTOR WITH RAISED EDGE (RUNLESS REQUIREMENT WANED BY c W i ig,"g' 6,10' 0" / BASE, WHICHEVER IS GREATER IT-. FOR ALL CURB 8 GUTTER). 1 FINISHED GRADE I'(IN) BELOW TOP OF CONCRETE SURFACE GROOMED FINISH OR MATCH EXISTING 4"MDE. SMOOTH TROWELED PERIMETER CEMENT CONCRETE CURB (CURB AND GUTTER SHOWN) FOR CURB DETAILS SEE STD PLAN 1D1 K 118'T0114• NOTES- 1. Four feet of the sidewalk width shall , �- be the minimum pedestrian accessible route stru free s. vertical and horizontal obstructions. Gratings, Access Covers, Junction Boxes, Cable Vaults, Pull Boxes and other appurtenances Aftin the sidewalk must be flush with surface, and match k, grade of the sidewalk. - 2. Monolithic Cement Concrete Curb and Sidewalk Is not permitted In new For other referenced NOTES see construction. When replacement work STD PLAN 104.2. necessitates a Monolithic Cement Concrete Curb build per WSDOT Standard Plan F-30.10-03. Paved surfaces must comply with 3. Concrete to be 4,000 P51. STD PLAN 102.1 as applicable. �i CONTRACTION JOINT INSIDEWALKONLY ••,!•r TO •r FULL -DEPTH EXPANSIONJOINT IN BOTH '•� CURB AND SIDEWALK (SEE' PUN 101.1) JOINT AND FINISH 011 - e• II�'It C CONTRACTION JOINT DETAIL JOINT FILLER E FULL -DEPTH EXPANSION JOINT - PUBLIC WORKS CEMENT CONCRETE STD. PLAN EI' DEPARTMENT SIDEWALK �Yr r I GENERAL NOTES: 1. CONTRACTOR SHALL REVIEW EXISTING SITE CONDITIONS AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. 2. ANY DISCREPANCY IN THESE DRAWINGS, SPECIFICATIONS, AND/OR THE SITE CONDITIONS SHALL BE REPORTED TO THE ENGINEER, WHO SHALL ADDRESS SUCH DISCREPANCY IN WRITING AFTER REVIEWING ANY CHANGES. ANY WORK DONE BY THE CONTRACTOR AFTER THE DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK. 3. THE LOCATION OF EXISTING UTILITIES SHOWN MAY DIFFER FROM ACTUAL LOCATION. CONTRACTOR SHOULD NOT ASSUME UTILITIES SHOWN WILL BE THE ONLY UTILITIES/OBSTACLES THAT MAY BE PRESENT ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO UTILITY PURVEYORS REGARDING DEMOLITION AND REMOVAL OF SERVICE LINES AND CAP LINES BEFORE PROCEEDING WITH FURTHER WORK. 4. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DEVELOPING, EXECUTING AND ENFORCING A SAFETY PLAN TO PROTECT WORKERS AND THE PUBLIC FROM INJURY OR HARM. THE PLAN SHALL CONFORM TO ALL LOCAL, STATE AND FEDERAL REGULATIONS AND INCLUDE THE FOLLOWING: 4.1. CONTRACTOR SHALL CONSULT WITH THEIR OWN GEOTECHNICAL ENGINEERING EXPERT FOR DETERMINING SOIL CLASSIFICATION RELATIVE TO SAFE SLOPING OF SOILS. 4.2. CONTRACTOR SHALL DETERMINE SAFE EXCAVATION AND DEWATERING METHODS, MONITOR EXCAVATIONS AND EARTHWORK OPERATIONS FOR SAFETY CONCERNS AND PROVIDE SHORING AND OTHER PROTECTION AS REQUIRED TO PROTECT WORKERS. 4.3. IT IS NOT THE INTENT OF THE CONSTRUCTION DOCUMENTS TO DICTATE ANY UNSAFE CONSTRUCTION MEANS OR METHODS; CONTRACTOR SHALL DETERMINE MEANS AND METHODS OF CONSTRUCTION CONFORMING TO THEIR SAFETY PLAN AS REQUIRED TO CONSTRUCT WORK SHOWN ON THE CONTRACT DOCUMENTS. 5. PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, AND/OR OTHER APPROPRIATE BEST MANAGEMENT PRACTICES; COORDINATE MEASURES WITH OWNER AND CITY OF RENTON. TEMPORARY EROSION AND SEDIMENT CONTROL NOTES: 1. EROSION AND SEDIMENT CONTROL (ESC) MEASURES SHALL BE IN PLACE PRIOR TO THE BEGINNING OF GROUND DISTURBING ACTIVITY. 2. ESC MEASURES ARE NOT LIMITED TO THE ITEMS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL ESC MEASURES. SILTATION OF EXISTING OR PROPOSED DRAINAGE FACILITIES SHALL NOT BE ALLOWED. 3. THE CONTRACTOR SHALL MAKE A DAILY SURVEILLANCE OF ALL ESC MEASURES AS REQUIRED. THE CONTRACTOR SHALL PROVIDE ADDITIONAL ESC MEASURES AS DETERMINED NECESSARY BY THE PROJECT ENGINEER, OWNER OR INSPECTOR. FAILURE TO COMPLY WITH ALL LOCAL AND STATE ESC REQUIREMENTS MAY RESULT IN CIVIL PENALTIES BEING LEVIED AGAINST THE CONTRACTOR. 4. DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH), ALL DISTURBED SOILS SHALL BE STABILIZED WITHIN 48 HOURS AFTER STOP OF WORK. DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH), ALL SOILS THAT WILL BE UNCOVERED OR UNWORKED FOR 7 DAYS SHALL BE COVERED OR STABILIZED. STABILIZATION MEASURES SHALL INCLUDE BUT ARE NOT LIMITED TO: COVERING THE AFFECTED AREA (INCLUDING SPOIL PILES) WITH PLASTIC SHEETING, STRAW MATTING, JUTE MATTING, STRAW MULCH OR WOOD CHIPS. SEEDING OF THE DISTURBED AREAS SHALL TAKE PLACE AS WEATHER PERMITS. 5. TRENCH DEWATERING DEVICES SHALL BE DISCHARGED IN A MANNER THAT WILL NOT ADVERSELY AFFECT STREAMS, DRAINAGE SYSTEMS, OR OFFSITE PROPERTIES. 6. CATCH BASINS/INLETS RECEIVING RUNOFF FROM THE PROJECT DURING CONSTRUCTION SHALL BE PROTECTED SO P 8/14/2023 0 611 ¢ CID �p 44221 Qz� /�ECISTER� SSIUNA L NO. REVISION BY I DATE NOTES 1. Not used. 2. All ramp and landing edges shall be separately formed. 3. Utilities structures that must remain are to be made non -slip or non-skid. 4. Utilities structures such as vaults and junction boxes shall not be located in the Pedestrian Access Route (PAR) of the Pedestrian Circulation Route. 5. Drainage appurtenances, such as manholes, catch basins, etc. shall not be located in the PAR. These should be located in the street or the buffer strip. 6. Accessible pedestrian access shall be provided for during construction. Y o STD. PLAN - 102.1 PUBLIC WORKS UTILITY PLACEMENT IN PI,R oyI D DEPARTMENT CEMENT CONCRETE SIDEWALK 1 �FNTO Gregg Ammerman, Pub,c WofW Ad,l Wfator THAT SEDIMENT -LADEN WATER WILL BE FILTERED BEFORE ENTERING THE CONVEYANCE SYSTEM. 7. PROVIDE SOIL AMENDMENT PER STD. PLAN 264.00 FOR DISTURBED AREAS (THAT WILL NOT BE IMPERVIOUS IN THE DEVELOPED CONDITION) AND STABILIZE. DEMOLITION NOTES: 1. THE DEMOLITION SHOWN ON THE CONSTRUCTION PLAN IS NOT INTENDED TO BE AN EXHAUSTIVE LIST OF ITEMS TO BE DEMOLISHED. DEMOLITION NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR THE CONTRACTOR'S BENEFIT. DEMOLISH, REMOVE AND LEGALLY DISPOSE OF ALL EXISTING IMPROVEMENTS NECESSARY TO ACCOMMODATE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. OBTAIN ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 2. ALL CONSTRUCTION MATERIALS SHALL BE NEW EXCEPT FOR THOSE IDENTIFIED TO BE RELOCATED ON THE PLANS. RESTORE ANY ITEMS DAMAGED DURING CONSTRUCTION TO THE PRECONSTRUCTION CONDITION. 3. LIMITS OF DISTURBANCE ARE SHOWN PAST THE PROPERTY LINE FOR CLARITY. LAND DISTURBING ACTIVITY SHOULD NOT EXTEND ONTO ADJACENT PROPERTIES UNLESS OTHERWISE NOTED. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING LOTS, DRIVES, DRAINAGE, STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER SPECIFICATIONS ON THE DRAWINGS OR WITHIN THE GEOTECH REPORT, WHICHEVER IS MORE STRINGENT. 5. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 6. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISCONNECTION OF ALL UTILITY SERVICES TO EXISTING BUILDINGS PRIOR TO DEMOLITION OF THE BUILDINGS. WHERE SHOWN, THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE LOCATIONS OF EXISTING UTILITIES. 8. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. 9. STRIP ALL EXISTING VEGETATION AND TOPSOIL WHERE GRADING WORK IS TO OCCUR, UNLESS OTHERWISE NOTED. GRADING NOTES: 1. ADA COMPLIANCE: •a. SHALL BE IN ACCORDANCE WITH CFR 28, PART 35; •b. FOR WORK IN THE RIGHT-OF-WAY, CFR 28, PART 35 SHALL BE SUPPLEMENTED BY THE PUBLIC WORKS RIGHTS OF WAY ACCESSIBILITY GUIDELINES (PROWAG); •c. ALL SITE IMPROVEMENTS SUBJECT TO THE AMERICAN WITH DISABILITIES ACT (ADA) STANDARDS FOR ACCESSIBLE DESIGN SHALL MEET THE FOLLOWING MAXIMUM SLOPES. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE AND REPLACE IMPROVEMENTS OUT OF COMPLIANCE WITH THE ADA STANDARDS. 2. THE FOLLOWING MAXIMUM SLOPES SHALL NOT BE EXCEEDED UNLESS NOTED ON THE PLAN AS A "MAXIMUM EXTENT EXISTING ASPHALT _ 2.0' MIN. NEW CURB PAVEMENT I& GUTTER (SEE NOTE 2) SAWCUT (SEE NOTE 2) RTERIAL STREET MINIMU 7" HMA (or ACID Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM I 4" HMA (or ACID Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED V 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3• THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT 'THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. SM. PLAN - 103 n� + PUBLIC WORKS CURB AND GUTTER \ PPRO D: �, DEPARTMENT REPLACEMENT DETAIL Z et'o are FEASIBLE" (MEF) LOCATION: a. LONGITUDINAL/RUNNING SLOPE OF WALKWAYS AND CROSSWALKS: 5.00% b. CROSS SLOPE OF SIDEWALK: 2.00% c. LONGITUDINAL/RUNNING SLOPE OF RAMP: 8.33% d. CROSS SLOPE OF RAMP: 2.00% e. LONGITUDINAL/RUNNING SLOPE OF LANDING: 2.00% f. CROSS SLOPE OF LANDING: 2.00% g. TOP OF CURB SLOPE AT RAMP FLARE: 10.00% h. FLOW LINE SLOPE AT PEDESTRIAN CROSSING: 2.00% 3. REFER TO SOILS REPORT FOR PROJECT FOR INFORMATION ON EXISTING SITE CONDITIONS. 4. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 5. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS AND GRADE ALL AREAS TO PRECLUDE PONDING OF WATER, 6. ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE STRUCTURES, VALVE BOXES, VAULT LIDS AND UTILITY ACCESS STRUCTURES THAT WILL BE PRESERVED TO FINISHED GRADE WITHIN AREAS AFFECTED BY CONSTRUCTION. 7. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO PLACEMENT OF BUILDING, PAVING, AND UTILITY IMPROVEMENTS. 8. PROVIDE SOIL AMENDMENT PER STD. PLAN 264.00 FOR DISTURBED AREAS (THAT WILL NOT BE IMPERVIOUS IN THE DEVELOPED CONDITION) AND STABILIZE. STORM DRAINAGE NOTES: 1. STATION AND OFFSET CALLOUTS FOR STORM (IF PROVIDED) ARE TO CENTER OF STRUCTURE. 2. PIPE LENGTHS NOTED ON THE PLANS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 3. REMOVE ALL SILT AND DEBRIS FROM EXISTING DRAINAGE PIPES AFTER CONTRIBUTING BASIN AREAS HAVE BEEN PERMANENTLY STABILIZED. Know what's below. Call before you dig. R-419706 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: TERRANE SCALE. NTS VERTICAL: NAVD1988 HORIZONTAL: NAD 1983/1991 DATUM CITY 1F RENTON VAS• Planning/Building/Public Works Dept. STRAIGHT ARROW HOMES N 32ND ST SFR OFFSITE IMPROVEMENTS STANDARD NOTE AND DETAILS 08/07/2023 DESIGNED: AE FIELDBOOK: P PAGE: DRAWN: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALEACCORDINGLY DRAWING NO: R2.0 1 CHECKED: AE APPR APPROVED: AE SHEET: OF: 6 9 L.L LL U) 0 z N co z CO UJ 2 0 0 Of Q 2 (D MO \TI V O O T_ N LIM DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 3B1B34D3-7EOA476C-ADB3-4329FFEOC108 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 O W N N N W W H 0 3- DRAINAGE GRATE GRATE FRAME SEDIMENT AND DEBRIS DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) BELOW INLET GRATE DEVICE FILTERED WATER - 5" MAX. TRIM r�/_ OVERFLOW BYPASS a BELOW INLET GRATE DEVICE 'O� ISOMETRIC VIEW RETRIEVAL SYSTEM (TYP.) OVERFLOW BYPASS (TYP.) NOTES: 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR 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. 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 8. ANY 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. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 216.30 };1h PUBLIC WORKS APPR ED: DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 I Pubno works Aammia[ramr DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 2"x2" 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC 2' MIN. 6' MAX. I I i 12" MI POST SPACING MAY INCREASED I I 4"x4" MIN. TRENCH 11 TO 8' IF WIRE BACKING G IS USED BACKFILL TRENCH WITH NATIVE SOIL OR 3/4' TO 1-1/2" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.) NOTES: 1. CONDITIONS OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2A1 THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. ADS (ASTM D4751) 30-100 SIEVE SIZE (0.60-0.15mm) FOR SILT FILM 50-100 SIEVE SIZE (0.30-0.15mm) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D4491) 0.02 SEC71 MINIMUM GRAB TENSILE STRENGTH (ASTM D4632) 180 LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) ULTRAVIOLET RESISTANCE (ASTM D4355) 70% MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HA V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4"X4" TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 2.5. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 61NCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 214.00 •�• PUBLIC WORKS SILT FENCE PR 9/28/2018 `J�� DEPARTMENT GAZ Public Warks Aamminraror DATE CONSTRUCTION RECORD DRAWING: AS -BUILT INFORMATION FOR RECORD DRAWINGS PROVIDED BY TERRANE, JULY 2023. THIRD DAY DESIGN CIVIL ENGINEERING 5918 WALLER RD E TACOMA, WA 98443 (253) 256-1812 :45 Al :45 AD SEE NOTE 4, LIMIT OF PIPE ZONE PIPE ZONE BE^^'"'^ A.- BACKFILL, SE FOUND LEVEL FOUNDATION MATERIAL, IF REQUIRED, SEE NOTE 6 ®GRAVEL BACKFILL FOR PIPE ZONE BEDDING (WSDOT 9-03.12(3)) OR MAINTENANCE ROCK (WSDOT 9-03.9(4)) FLEXIBLE PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARRELS. 2. HAND TAMP UNDER HAUNCHES. 3. DIRECTLY OVER PIPE, HAND TAMP ONLY. 4. SEE STANDARD WSDOT/APWA SPECIFICATIONS SECTION 2-09.4 FOR TRENCH WIDTH. 5. PIPE ZONE BEDDING AND BACKFILL MATERIAL SHALL BE PLACED IN 6" LOOSE LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY. 6. EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH FOUNDATION MATERIAL CLASS A OR B PER STANDARD WSDOT/APWA SPECIFICATIONS SECTION 9-03.17. PIPE TYPE MINIMUM COVER (FT) PUBLIC? PRIVATE? ALLOWED IN ZONE 1 OF THE APA? LINE CORRUGATED POLYETHYLENE PIPE (LCPE) 2.0 YES YES YES CORRUGATED POLYETHYLENE PIPE (CPE)- TRIPLE WALL 2.0 YES YES YES POLYVINYL CHLORIDE PIPE (PVC) 3.0 YES YES YES SOLID WALL HIGH DENSITY POLYETHYLENE PIPE (HDPE) 2.0 YES YES YES POLYPROPYLENE PIPE (PP) - DUAL WALL 2.0 YES YES YES MINIMUM DISTANCE DIAMETER BETWEEN BARRELS 12" TO 24" 12" 30" TO 96" DIAMETER 13 102" TO 180" 48" UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 220.10 AlOwzIL ,% PUBLIC WORKS PIPE ZONE BEDDING AND .D8aMiBed by: 91� DEPARTMENT COMPACTION - FLEXIBLE PIPE artin Pastucha 8/13/zo 0 i698Q,1FD9864"D... DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 UNDISTURBED NATIVE VEGETATION UNDISTURBED NATIVE SOIL PLANTING BEDS/UNDISTURBED UNDISTURBED TURF (LAWN) AREAS, VEGETATION, SEE NOTE 1 SEE NOTE 1 GRASS: SEED OR SOD UNDISTURBED NATIVE SOIL OPTION 1 - NO DISTURBANCE PLANTING BEDS TURF (LAWN) AREAS 3"-4" ARBORIST WOOD CHIP MULCH, SEE STD. PLAN 262.60 GRASS: SEED OR SOD I - =1 H I IEl ll=1 1-11 I ICI I I- � I-111=1 1- IJ--I 1=171-1 I 11=111- I 3" OF COMPOST INCORPORATED H I- I -III J1L I I=1 I I=1 I I=1 I I=1 -I H 1=1 I I -III- I I=1 I I I I I=1 I I I I 1=1 1=1 I -I =1 11=1 -I 11=1 11=1 11=1 11=1 -III -III -III -III -III 1 T 1I iI-I I In I I 11=1 11=1 I -III -I I 1.75" OF COMPOST INCORPORATED INTO INTO 5" OF SITE SOIL (TOTAL=11I-III-III-III-III-III-III - I= �T -I I E=1 I1F5 -111=111-11 11-111 6.25" OF SITE SOIL (TOTAL AMENDED DEPTH AMENDED DEPTH OF 9.5", FOR A =III=1 1=111=1 1=111=1 I- 1 1=111-1 1-111=1 1=111=1 1=111 OF 9.5", FOR A SETTLED DEPTH OF 8") SETTLED DEPTH OF 8")JL-- � =I II II - II II -111 8" -11L1-111- Jl LIIIIIIIIi=„Illllli,lllllll SUBSOIL SCARIFIED 4" BELOW SUBSOIL SCARIFIED 4" BELOW \\� //\\\ j% 1.-- // COMPOST AMENDED LAYER COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE) (12" BELOW SOIL SURFACE) 12" OPTIONS 2, 3, AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND PLANTING BEDS TURF (LAWN) AREAS 3"4' ARBORIST WOOD CHIP MULCH, SEE STD. PLAN 262.60 6" IMPORTED TOPSOIL MIX (COMPACTED DEPTH) SUBSOIL IS SCARIFIED 6" BELOW IMPORTED TOPSOIL MIX BRASS: SEED OR SOD NOTES: 1. AREAS OF NO DISTURBANCE TO BE FENCED AND EXISTING VEGETATION AND SOIL TO BE PROTECTED FROM CONSTRUCTION IMPACTS. 3" IMPORTED FOPSOIL MIX COMPACTED GENERAL NOTES: )EPTH) 1. TO MEASURE SETTLED DEPTH, WATER SOIL SUFFICIENTLY TO FULLY SATURATE WITHOUT CAUSING EROSION SUBSOIL IS 2. COMPOST TO MEET STD. PLAN 262.60. SCARIFIED BELOW IMPORTED 3. COMPACTION OF TOPSOIL (WHERE REQUIRED) TOPSOIL MIX TO BE TO 85 % OF STANDARD PROCTOR. 4. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. OPTION 5 - IMPORTED TOPSOIL UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) A0111STD. PLAN - 264.00 c��-•' PUBLIC WORKS APPR ED: s1� DEPARTMENT SOIL AMENDMENT SECTIONS GAZ 9/28/2018 I P"bucwork: Aammiavaor DATE 8/14/2023 NO. REVISION :45 AP SURFACE RESTORATION AS SPECIFIED IN CONTRACT DOCUMENTS I� - - - - -----r----- NEAT LINE TRENCH BENCH AS NEEDED FOR j SHORING SYSTEM WHEN J DEPTH IS 4' OR GREATER PIPE PIPE ZONE BEDDING AND BACKFILL PER STD. PLANS 220.00 AND 220.10 SEE NOTE 1 UNPAVED AREAS I PAVED AREAS I SEE STANDARD PLANS 110, 110.1, 110.2, AND 111 FOR PAVEMENT RESTORATION REQUIREMENTS 12" MIN. -- EXISTING PAVEMENT SURFACE /\\ 6" MIN., SEE NOTE 4 �- "CRUSHED SURFACING TOP COURSE" PER WSDOT STD. SPEC 9-03.9(3), COMPACTED TO 95% OF MAXIMUM DENSITY "CRUSHED SURFACING TOP COURSE" PER WSDOT STD. SPEC 9-03.9(3), "BANK RUN GRAVEL FOR TRENCH BACKFILL" PER WSDOT STD. SPEC 9-03.19, OR "GRAVEL BORROW"PER WSDOT STD. SPEC 9-03.14(1), COMPACTED TO 95% OF MAXIMUM DENSITY NOTES: 1. SEE WSDOT/APWA STANDARD SPECIFICATIONS SECTION 2-09.4 FOR MEASUREMENT OF TRENCH WIDTH. 2. EXCAVATIONS OVER W DEEP SHALL COMPLY WITH THE SAFETY STANDARD DESCRIBED IN CHAPTER 295-155 PART N OF THE WAC. 3. MAXIMUM BACKFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED, AS DETERMINED BY PIPE MANUFACTURER. 4. IN PAVED AREAS, IF PIPE HAS LESS THAN T OF COVER, USE "CRUSHED SURFACING TOP COURSE" FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE. 5. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 220.20 PUBLIC WORKS TYPICAL TRENCH AND BACKFILL PR D. 9/28/2018 `PI DEPARTMENT GAZ Public Warks AEminis[ra[or DATE HAND - OR Y111111IJNTINC. nNI FYISTINf: MIN. T ;ALVANIZED BOLT WITH GALVANIZED WASHERS. 1 NOTES 1. DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE ASSEMBLED. 2. A 2" (IN) POST WITH A 2 1/4" (IN) PSST ANCHOR OR A 2 1 /4"' (IN) POST WITH A 2 1 /2" (IN) PSST ANCHOR MAY BE SUBSTITUTED. SEE CONTRACT PLANS. 3. PERFORATED SQUARE STEEL POST SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 9-06. 4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED HARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS 9-06 AND 9-28. EDGE OF TRAVELED ROADWAY 90' FOR REFLECTORIZED SIGNS: MOUNT FACING S(degree) OUTWARD IF SIGN IS WITHIN 30 FEET OF ROADWAY SIGN FACE ORIENTATION :45 AN METAL POST z oN o T P H LOWER SQUAR � • z SIGN POST 5 TUBE) - O O O L o i FINISHED m V, Ia TnU-NTAz e -C-4 CrLINE O ? 'a LOWER SIGN DOST 5//16" (IN) CORNER BOLT 012 3/8- �IN) FLANGED SUPPORT SHOULDER BOLT NTH NUT AND WASHERS 2 REQUIRED (TYP.) BOLT STOP W _:GN POST TYPE ST-4 SIGN SUPPORT 2 LOWER SIGN POST SUPPORT - 2.25' (IN). 7-GAGE, HOT -DIP GALV., IN.9" HEAVY-DUTY ANCHOR I AM COMMFRCIAL CONCRETE MOUNTING ON METAL POST SIGN MOUNTING ON SINGLE STD. PLAN- 129 .�� PUBLIC WORKS DEPARTMENT METAL POST APPROVED: J (ADOPTED) GA Z� ne'1'F SURVEYED: TERRANE DESIGNED: AE DRAWN: CHECKED: AE BY DATE APPR APPROVED: AE SCALE. VERTICAL: NAVD 1988 NTSHORIZONTAL NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 1 1' VARIES 1 1 MIN MIN Ir1�a� MIN Mil' IN I SPECIAL NOTE: IN THE EVENT TRANSVERSE PATCHES EXIST WITHIN THE AFFECTED STREET, THE LENGTH OF THE PATCH SHALL BE EXTENDED TO INCLUDE ANY EXISTING PATCH WITHIN 10 .T FEET OF THE EDGE OF THE PATCH REQUIRED FOR THE NEW CROSSING AND ANY I •'� l ;1, SUBSEQUENT PATCH EDGE WITHIN 10 FEET I II OF THE EDGE OF THE SECOND PATCH AND SO ON UP TO A TOTAL OF 300 FEET. ( i I FACE OF GUTTER OR . ^,J 'I EDGE OF PAVEMENT 1 -. I `-d TRAFFIC FLOW j } 2" HMA , CENTER LINE OR -�k LANE LINE 2" TO 8" HMA I, k 6.5' MIN. 2" DEPTH OF PLANING OR SAWCUT AND REMOVE VARIES: 6.5' MIN. 1' 1' 1' 1' DEPTH OF EXISTING PAVEMENT MIN I MIN VARIES MIN MIN 2" SAWCUT AND REMOVE OR PLANE, SEAL WITH 7 - 2" - 6" MIN. HMA (SEE NOTE 2) AR-4000W (EACH SIDE) \6" CRUSHED SURFACING TOP COURSE (CSTC) 2" HMA (9-03.9(3)) PER WSDOT STANDARD SPECIFICATIONS, COMPACTED TO 957 MODIFIED PROCTOR, SAWCUT AFTER BACKFILL (EACH SIDE) CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 957 MODIFIED PROCTOR. WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF PIPE ZONE BEDDING. MATERIAL- SEE STANDARD NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT PLAN 110.1. STANDARD SPECIFICATION 7-08.3(1)B TRENCH WIDTH FOR NOTES, SEE STANDARD PLAN 110.1 TYPICAL TRANSVERSE PATCH FOR STD" PLAN - 110 • PUBLIC WORKS DEPARTMENT FLEXIBLE PAVEMENT OR RIGID PAVEMENT WITH OVERLAY �o Know what's below. Call before you dig. CITY OF RENTON Planning/Building/Public Works Dept v ) 0 N M -419707 Rz IN COMPLIANCE WITH CITY OF RENTON STANDARDS W 2 0 2 0 0./ if Q DATE. STRAIGHT ARROW HOMES N 32ND ST SFR 08/07/2023 = OFFSITE IMPROVEMENTS FIELDBOOK: B Ur PAGE: P / DRAWING NO: R2.02 STANDARD DETAILS SHEET ? OF: 9 C/) MO I O O N L M� 0 0 O N n DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 O W • IC ---------- EX. SEWER SEWER MAIN l PROPERTY LINE i i i z ��-SPOOL (LENGTH AS NEEDED) i I i I I 3'-0" MIN 6" SEWER STUB I I I O I I I I ;;� FUTURE 4" SIDE SEWER I I I I I I I I 2% 4" STUD MARKING POST PAINTED C CAP WHITE WITH THE WORD "SEWER" STENCILED SEWER MAIN TEE , 6" TEEi i i i I IN 3" HIGH BLACK LETTERS AND k6 WIRE SIDEWALK i z WRAPPED AROUND THE STUD AND w\ I I I I EXTENDED TO THE TOP OF THE STUD COUPLING (TYP) rl L_J_L_________J Q I; I 6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER 0 I (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR I � APPROVED EQUAL, SPECIFY "SEWER" ON LID), E CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD CONCRETE PAD TO BE WIN DEPTH rT__-___-__ -----------------------,--� r------- ---J BEND AS 8" REQUIRED EXISTING SANITARY _ SEWER MAIN .. s .,m SLOPE -� '6" SEWER STUB 6"X6"X6" WYE �-FUTURE 6"x a" REDUCER `SEWER MAIN SIZE X 6" TEE ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN A VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL) C PVC h C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) 0. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC), CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). F HDPE - CORE -DRILLED WITH A ROMAC SADDLE "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED AND USE KOR-N-SEAL BOOTS OR APPROVED EQUAL NOTES. i PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT 2 UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2 5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER 3 SIDE SEWERS SHALL HAVE A MINIMUM 2 X SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR 4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT THE APPOINTED TIME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR 5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102 6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405 7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON SIDE SEWER STUB p���u STD PLAN -406"1 PUBLIC WORKS APPROVED'-" -� DEPARTMENT INSTALLATION Martin PaStUCl%@V26/202 (SEWER MAIN TO PROPERTY LINE) a¢B�swTDseea490 DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 20" 24" c1 2 1/2" DIA. HOLE / L O I ' o0000o I I 00�04�0� O�O�O�O�O BOLT -DOWN SLOT DETAIL �O�O O�OO L___ SEE NOTE I ___L m 3" TOP ISOMETRIC I 71 2" L BOLT -DOWN SLOT, 314" SEE DETAIL AND NOTE 1 i 1 1/4" 1 1 518" 1 4 314" 1 112" SECTION B 1 5/8" MAX. 3" R39", SEE NOTE 2 SECTION A 126". SEE NOTE 2 1 12 5„ NOTES: 3/4" i 5/8" 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 5/8"A 1 NC x 2" ALLEN 4" HEAD CAP SCREW BY BEING TAPPED, OR OTHER II` 3/4" DIA. HOLE APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 112"DIA. HANDLE 2. ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTABLE IN LIEU OF THE RIB DESIGN. SECTION C 3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS. 4. FOR FRAME DETAILS, SEE CITY OF RENTON STANDARD PLAN 204.00. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.10 PUBLIC WORKS �I` DEPARTMENT RECTANGULAR SOLID METAL COVER 9/28/2018 a vublic Warks AdminbVat"r DATE CONSTRUCTION RECORD DRAWING: AS -BUILT INFORMATION FOR RECORD DRAWINGS PROVIDED BY TERRANE, JULY 2023. THIRD DAY DESIGN CIVIL ENGINEERING 5918 WALLER RD E TACOMA, WA 98443 (253) 256 1812 :45 AN 13%24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 9" MIN 12" MAX FINISH GRADE �Qw O 36" MIN COVER N o NEW DUCTILE IRON WATERMAIN CITY PIPING z I IN UNIMPROVED RIGHT OF z J WAY INSTALL METER BOX AT J PROPERTY LINE WITH 12" w LONG COPPER TAILPIECE. ofI SIDEWALK a TOUCHREAD WATER METER TO BE PRIVATE PIPING FSUPPLIED BY THE 12 E a CITY � > TYPE "K" SOFT ` o O COPPER TUBING IF SERVICE LINE TO HOUSE IS TO BE INSTALLED IN THE FUTURE INSTALL FORD C14-33 OR 44 FIPT x COMPRESSION COUPLING LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER ZCOPPERSETTER FOR 5/8"x3/4" METER: FORD SERVICE LINE TO METER. V5H72-15W-44-33G, OR McDONALD BRASS: 21-215WCQ033, OR MUELLER: 3/4-8-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPER SETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-B-2470-2 (3/4" FB1000-3-Q) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" FB1000-4-Q) OR AY MCDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A- DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE L 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID TYPICAL RIB I 3/4" OR 1" GALVANIZED PLUG NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB, 34" AND 1" WATER SERVICE STD. PLAN - 320.1 + + PUBLIC WORKS DEPARTMENT NOVEMBER 2009 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 ISOMETRIC Q BOLT -DOWN SLOT, 112" SEE DETAIL AND NOTE 1 I � I 5/8" I I [ I I 1 BOLT -DOWN SLOT DETAIL L _ _ _ SEE NOTE 1 LETTERING SECTION B NOTES: 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 5/8"A 1 NC x 2" ALLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS. 3. FOR FRAME DETAILS, SEE STANDARD PLAN 204.00. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) RA STD. PLAN - 204.20 • PUBLIC WORKS PRO : DEPARTMENT RECTANGULAR VANED GRATE GAZ 9/28/2018 P"brcw hAtlmimro„", DATE WA P S 8/14/2023 pF Sh "I 44221 CEO/ STF SSIONAL NO. REVISION :45 AN 11" 2" 4", 6", 12", OR 24" ONE #3 BAR HOOP FOR 6" HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION d0•S�6 E� 26 5 �Q, C A #3 BAR EACH CORNER 1 sFFh�, �OTF� #3 BAR EACH SIDE },).• Y� e #3 BAR EACH WAY PRECAST BASE SECTION #3 BAR HOOP #3 BAR EACH CORNER 18" MIN. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION Ar% PUBLIC WORKS DEPARTMENT %d PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 12" CONCRETE ALL METAL PIPE 15" CPSSP`, STD. SPEC. 9-05.20 12" SOLID WALL PVC, STD. SPEC. 9-05.12(1) 15" PROFILE WALL PVC, STD. SPEC. 9-05.12(2) 15" `CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES: 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE SECTION, FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION 9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5 FEET. 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 1H:24V OR STEEPER. 6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3(2). 8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND FRAMES. 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 200.00 APPROVED CATCH BASIN TYPE 1 GAZ 9/28/2018 1 rw"M: Aammi:n.wr DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 CATCH BASIN FRAME AND VANED GRATE PER STD. PLAN 204.00 RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION (TWO SECTIONS MAX.) MORTAR, (TYP.), SEE NOTE 5 4" MIN. 28" MAX, 16" MAX. FLAT SLAB TOP 48", 54", 60", 72•, 84', 96", 120" OR 144" SEE NOTE 6, TYP. 15' MAX. FOR MAINTENANCE STEPS OR LADDER L- 12^ RYp) 1" MIN. 2N 2.5" MAX. "O" RING MIN, REINFORCING STEEL, (TYP.) 12" 12 MAX. GRAVEL BACKFILL FOR PIPE ZONE 12" BEDDING PER WSDOT STD. SPECIFICATION SECTION 9-03.12(3) 6" 6" SEPARATE BASE INTEGRAL BASE PRECAST PRECAST WITH RISER NOTES: 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS. 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING. 3. THE RECTANGULAR FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 5. ALL GRADE RINGS, RISERS, AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 6. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 7. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 8. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 9. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48" 4" 6" 36" 8" 54" 4.5" 8" 42" 8" 60" 5" 8" 48" 8" 72" 1 6"1 8"1 60" 12" 84" 8" 12" 72" 12" 96" 8" 12" 84" 12" 120" 10" 12" 96" 1 12" 144" 12" 12" 1081, 12" PIPE ALLOWANCES CATCH BASIN PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER DIAMETER CONCRETE ALL METAL CPSSP' SOLID WALL pVC x PROFILE WALL PVC, 48" 24" 30" 24" 30" 30" 54" 30" 36" 30" 36" 36" 60" 36" 42" 36" 42" 42" 72" 42" 54" 42" 48" 48" 84" 54" 60" 1 54" 48" 48'• 96" 60" 72" 1 60" 1 48" 48" 120" 66" 84" 1 60" 1 48" 48" 144" 78" 96" 1 60" 1 48" 1 48" CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.20) z STD. SPEC. 9-05.12(1) 3 STD. SPEC. 9-05.12(2) UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 201.00 • PUBLIC WORKS CATCH BASIN TYPE 2 [PRUMVERD: DEPARTMENT GAZ 9/28/2018 1 Public Warks AtlminisVat"r DATE SURVEYED: TERRANE DESIGNED: AE DRAWN: CHECKED: AE BY DATE APPR APPROVED: AE SCALE. VERTICAL: NAVD 1988 NTSHORIZONTAL NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY :45 Al :45 Al Know what's below. Call before you dig. %R] CITY OF RENTON VASOF Planning/Building/Public Works Dept. II..� rLL V Ir-n V / 0 z M R -419708 z IN COMPLIANCE WITH CITY OF RENTON STANDARDS W L O 2 0^' I� of DATE. STRAIGHT ARROW HOMES N 32ND ST SFR 08/07/2023 = OFFSITE IMPROVEMENTS FIELDBOOK: B Ur PAGE: P C/' DRAWING NO: R2.03 SHEET STANDARD DETAILS 8 OF:9 MO \rn/ V O O N LIM M/ O O 0 N DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 DocuSign Envelope ID: 3BlB34D3-7EOA-476C-ADB3-4329FFEOC108 O W SEE NOTE 4 CLEAN SURFACE AND BOTTOM AREA. \I/ PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE MORTARED TO THE BOTTOM AREA OF THE /�D ADJUSTMENT SECTION ADJUSTMENT SECTION \ �y NOTES: 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO MORTAR IN PLACE IN ACCORDANCE WITH WSDOTIAPWA STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. ONLY BY APPROVAL OF THE CITY THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND ORY BOND. 5. BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH MORTAR. 6. MORTAR SHALL MEET THE REQUIREMENTS OF WSDOT/APWA STANDARD SPECIFICATION 9-04.3. 7. PICK / LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3(2). 8. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 9. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 10. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 202.00 e► PUBLIC WORKS PRO DEPARTMENT CATCH BASIN INSTALLATION GAZ g/2g/2p1g I g Public Works Atlminis[ra[ar DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 / EXtsTO .04 "0 ND 1 THE EDGE OF HE RIGHTDRIVEWAYS SHALL BE -OF-WAY PRIOR TO INSTALLATION OF THE R = 25' MIN. CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. 2. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS 4"-8" QUARRY SPALLS GEOTEXTILE 100' MIN. 15' MIN. PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA 12" MIN. THICKNESS NOTES- 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 PAVED AREAS WITHIN 1,000 FEET OF THE SITE. 1.2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTHIWIDTH TO PROVIDE VEHICLE ACCESS/PARKING, BASED ON LOT SIZE/CONFIGURATION. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS: GRAB TENSILE STRENGTH (ASTM D4632) 200 LBS. MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) CBR PUNCTURE STRENGTH (ASTM D6241) 495 LBS. MIN. AOS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2.2. DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE pH LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.3. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.5. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. 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 WASH. IF WASHING IS USED IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE 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 LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) AOXSTD. PLAN - 215.10 PR• PUBLIC WORKS APPROVED: DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 Public Works Aami"i:nae DATE CONSTRUCTION RECORD DRAWING: AS -BUILT INFORMATION FOR RECORD DRAWINGS PROVIDED BY TERRANE, JULY 2023. THIRD DAY DESIGN CIVIL ENGINEERING 5918 WALLER RD E TACOMA, WA 98443 (253) 256-1812 :45 AI :45 At 25 114" 29 1 /4" BOLT -DOWN HOLE (TYP.) - 5/8", 11 NC, SEE DETAIL AND NOTE 2 TOP RECESSED ALLEN HEAD CAP SCREW 518"-11 NCx2" GRATE FRAME SECTION BOLT -DOWN DETAIL SEE NOTE 2 24 114" <> \\ SECTION A ISOMETRIC VIEW SEE DETAIL 718" \ \ 1/8" r 3/4" \\ / 11/4" 1 NOTES: i 1 . THIS 4 1/2" i SEE STANDARD PLANS 204 0 204ME IS DESIGNED TO .220, 204 30, AND 204.40.�TES OR COVERS, I\ 1 5/8" I 2. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND / COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE 1 5/8" FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 50-11 NC x 2" ALLEN HEAD CAP SCREW BY \ 3/4" BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF \ BOLT -DOWN HOLES VARIES BY MANUFACTURER. \ 2 1/2" 3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL \ DETAIL / REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.00 •� PUBLIC WORKS ° `J�� DEPARTMENT RECTANGULAR FRAME GAZ 9/28/2018 I P"bk<work: Aemmiao-amr DATE �ggr� i Tbi� 9 Y - CEMENT CONCRETE SIDEWALK N DEPRESSED MONOLITHIC j (SEED a 114 (BEE DETAIL TAL THS SHEET) TYPE C28 - ISOMETRIC VIEW (COMMERCIA'., WITH BUFFER) CEMENT CONCRETE CURB a GUTTER (SEE NOTE 3) NOTES 1. When a driveway width exceeds 15 fee;, construct a full depth expansion Joint with 3/8' Joint filler along the driveway lane lines FA6P Cr CURB (see std. plan 102). Construct expansion Joints parallel with the eEE c SEE DEPRFaa®CUISOETAt centerline as required at 16 maximum spacing when drfvewey toNTMct aN au+r a ia_ on r e sHecr widths exceed 30'. 90PLA" UU s tS �r' y vrR TOPOF FAMOM 2. See sid. plan 102 for s!dewalk details. - - - r 3. Curb and gutter shown, other curb designs may be specified. See old. plan 101 for curb details 10 4 Not used 1 I 5. The engineer will design all driveways to Include elevations at sli NOTE DRIVEWAY LONOrrUMNAL EMPAMON points marked with symbol "X'. All elevations are al the back of JaNTa s1Y4l BE FULOEvrH curb top On uphill aide. DEPRESSED MONOLITHIC CURB A OU-TER DETAIL 6 Not used T For Driveway Widths see DRIVEWAY STANDARDS (See NOTE 10), The expansion pints (see std plan 102) shall be spaced as shown In the corresponding Isometric New. 8. Slopes shall comply with sections R303.2,1 or R303.2.2 or FACE OF ADJACENT Ct1RIS R3032.3 of the Revised Draft Guidelines for Accessible Public Rigbts-af--Way afNovember 23, 2005 (PROWAO). 9. Curb returns for any Type C-MAX Driveway may be approved on a rose -by -case basis. 1''%"�.-GUTTER SURFACE 10. STREET STANDARDS - Renton Municipal Code (RMC) Title IV Development Regulations / CHAPTER 6STREET AND UTILRYSTANDARDS - - Section 4-"60STREET STANDARDS DEPRESSED CURB DETAIL AT RES IDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS DRIVEWAY STANDARDS - Renton Municipal Cade (RMC) _ Title IV Development Regulatlons Driveway Example: TYPECIS CHAPTER 4 R-Reexle Mil C-_,ommo _A8 CITY-WIDE PROPERTY DEVELOPMENT STANDARDS NumberotLenee, __ _ Section 4-4-080 PARKING, LOADING AND DRIVEWAY (MAX-4 une Cons lerl'Jeq REGULATIONS s.e„Irer(PI.IaIgElrlp), Slon%obewor O37'U. PLAN - 1042 PUBLIC'. iYORh CEMENT CONCRETE DRIVEWAY i DFPART1.1i ENTRANCES - NOTES AND -NOTES AND DETAILS WA p Is,8/14/2023 pF Sh 44221 �Ec)sTER�° vow SSIONAL NO. REVISION :45 An 1/2" LETTERING .- BOLT HOLES - 3 PLACES EQUALLY SPACED 120" APART ON 23 1116" DIA. B.C. \_A (1) V DIA. PICKHOLE or 11/4"LETTERING 25" DIA. 3/4" 2 1!2" I 8 3/4" (TYP-) COVER SECTION VIEW 26 1/2" DIA. 25 1/4" DIA. 1!4" DIA. NEOPRENE GASKET 1 V16" `T U'_ i 5!8" J 23 oro DIA. C� OPEN ^27 5/16" DIA. ^= 34 1/8" DIA. FRAME SECTION VIEW COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD) 5/8"-11 x 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4" 1 1/16" va„ R1/8" GASKET GROOVE DETAIL NOTES: 1. ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717C1 OR APPROVED EQUAL. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 204.50 +,% PUBLIC WORKS STORM ROUND FRAME AND COVER DEPARTMENT (PUBLIC) artin PastuChaB/13/2020 "1,oF�E�d998449D... DATE DocuSign Envelope ID: A9707D3B-AOEF-441F-8140-2CDB48E878CA CONFIGURATION ON SLOPING GROUND DOWNSPOUT WITH CLEANOUT FILTER, SEE DETAIL CLEANOUT PER STD. PLAN 226.00 10' MIN. LEVEL TRENCH WITH PERFORATED PIPE, SEE NOTE 1 5' MIN. 5' , MIN. 3 I Ali Q 0 I CLEANOUT PER STD. PLAN 226.00 _TO STORM DRAIN SYSTEM 1 _ _ _ _ _ _ _I FOOTING DRAIN BYPASS 51, 5 �J MIN. MIN. I CLEANOUT PER STD. PLAN 226.00 DOWNSPOUT WITH CLEANOUT TO STORM DRAIN SYSTEM MIN. LEVEL TRENCH WITH FILTER, SEE DETAIL ' PERFORATED PIPE, SEE NOTE 1 I PE _ _ _ _ _ _ _ _ _ _ _ - _ _ _ J CONFIGURATION ON FLAT GROUND PLAN VIEW OF PARCEL COMPACTED TOPSOIL OR OTHER CLEAN FILL NON -WOVEN GEOTEXTILE FOR SEPARATION 6" DIA, MIN. ON TOP AND SIDES OF TRENCH PER WSDOT PERFORATED PVC, SPECIFICATIONS SECTION 9-33.2(1) TABLE 3 SDR 35 PER ASTM D3034 6" MIN SOLIDS/ � \ LEAVES j\\ e i \ i 18" MIN.\\0 FILTER SCREEN 0 03/4"- 1 1/2" WASHED DRAIN ROCK �Q \\0 OR GRAVEL BACKFILL FOR 0 00 DRYWELLS PER WSDOT STD. V)' 2'-5'TO SPECIFICATION SECTION 9-03.12(5) \\ O GROUND O O O O i\\ft 24" MIN. 17 UNDISTURBED NATIVE SOIL = TYPICAL DOWNSPOUT MIN. V ABOVE SEASONAL HIGH FILTER DETAIL GROUNDWATER TABLE NOTES: 1. TRENCH LENGTH TO BE 10 FEET IN LENGTH FOR EVERY 5,000 SF OF CONTRIBUTING IMPERVIOUS SURFACE, OR 35,000 SF OF NON-NATIVE PERVIOUS SURFACE, OR PORTION THEREOF. GENERAL NOTES: 1. INFILTRATION TRENCHES LIMITED TO ROOF RUNOFF FROM SINGLE-FAMILY OR DUPLEX HOMES OR TO CONTROL BASEMENT FLOODING. CONSULT WA DEPARTMENT OF ECOLOGY REGULATIONS FOR UNDERGROUND INJECTION CONTROL PROGRAM (UIC) FOR OTHER TYPES OF RUNOFF MANAGEMENT. 2. IMPERVIOUS AREAS LARGER THAN 10,000 SF AND NON-NATIVE PERVIOUS AREAS LARGER THAN 35,000 SF MAY REQUIRE LARGER PIPE AND SHOULD BE DESIGNED BY A CIVIL ENGINEER. 3. THE PERFORATED PIPE MAY NOT BE PLACED IN A CRITICAL AREA BUFFER OR ON SLOPES STEEPER THAN 25%. 4. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 263.40 PUBLIC WORKS PERFORATED STUB -OUT APP "` DEPARTMENT CONNECTION Martin Pastucha 11/2/2 &1FD98B449D... DATE k:Admn,,,�- SURVEYED: TERRANE DESIGNED: ABE DRAWN: ABE CHECKED: ABE BY DATE APPR APPROVED: ABE SCALE: VERTICAL: NAVD 1988 111 OI HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 1 8:48 20 1 3/4" FLAT FACE GOTHIC 9" DIA -� 5/ " ❑ STORM ❑ c 4" ❑❑ 8-1l8" DIA 10-1/2" DIA (2) 3/8"-16 SS SOCKET HEAD CAP 15" DIA (1) OPEN PICKHOLE 1" SCREW (ALLENHEAD) W/WSHRS ON A 8" DIA BOLT CIRCLE PLAN VIEW FRAME SECTION 8-13/16" DIA u7 L 5/8" CAST IRON FRAME AND PAVED AREA (TYP.) COVER, SEE NOTE 3 -] 'p^ 'p^ EXTENDCLESER EXTEND 2'ABOVE DESIGN PONDING I ELEVATION OR PER PLAN FERNCO GASKETED o QUIK CAP OR SIMILAR Q V d DESIGN PONDING ELEVATION 4" STREAMBED COBBLES 8• CLASS "B" ✓,\\� �\ \�\ \ ///��� PER WSDOT 9-03.11(2) ASPHALT, SEE NOTE 4 4" COMPACTED SAND OR GRAVEL BACKFILL FOR DRAINS PER WSDOT 9-03.12(4) CLEANOUT RISER, SEE NOTE 2 CLEANOUT RISER, SOIL TIGHT 45" BEND SEE NOTE 2 SOIL TIGHT wYE \ \ �y/ I11111111 11 { I COUPLER LII- UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR • \\///\ / / /\ =1TI=III-T- ROOF DRAIN COLLECTOR PIPE, SEE NOTE �(-jO( CLEANOUT RISER LOCATED WITHIN BIORETENTION PONDING AREA w IVIII00 0 � TO OVERFLOW STRUCTURE OR STORM MAIN ;� � MECHANICAL PLUG OR CONTINUED CONNECTION TYPICAL CLEANOUT CONFIGURATION NOTES: 1. DIAMETER TO BE 6-INCHES MINIMUM PRIVATE, 8-INCHES MINIMUM PUBLIC. UNDERDRAIN PIPE PER STD. PLAN 262.10. 2. CLEANOUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE. 3. FRAME AND COVER SHALL BE EJ PRODUCTS 3675Z1PT AND 3675APT OR APPROVED EQUAL. COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED "STORM" OR "DRAIN". 4. FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BIORETENTION PONDING AREA, POUR 8" THICK, 2'x2' SQUARE CONCRETE COLLAR AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. GENERAL NOTES: 1. CLEANOUTS FOR UNDERDRAIN, FOOTING DRAIN COLLECTOR, AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100 FEET, AT EVERY 90 DEGREE OR SECOND 45 DEGREE BEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERDRAIN PIPE NOT CONNECTED TO AN OVERFLOW STRUCTURE. CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES. 2. ALL FITTINGS SHALL BE SOIL TIGHT. 3. CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF BIORETENTION PONDING WHERE POSSIBLE. 4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTSA0111111111) 11111, STD. PLAN - 226.00 ,�.�• PUBLIC WORKS DROSr edby: �„ DEPARTMENT STORM SYSTEM CLEANOUT artin Pastucha 8/13/20C DATE Know what's below. Call before you dig. CITY OF RENTON VASOF Planning/Building/Public Works Dept. 1 8: LL LL V V J 0 Z N co R-419709 Z IN COMPLIANCE WITH CITY OF RENTON STANDARDS W L O 0r' 01 Of DATE. STRAIGHT ARROW HOMES N 32ND ST SFR 08/07/2023 = OFFSITE IMPROVEMENTS FIELDBOOK: B Ur PAGE: P DRAWING NO: R2.04 STANDARD DETAILS SHEET 9 OF9 MO \ I O O N M/ O O O N