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Home My WebLink AboutzR-4203SetM O N O 0 a GONG. Q DRIVE STRAIGHT ARROW HOMES 35TH ST SFRS S32 - T24 - R5 ° e79 X 162 164 166 - - ' S89°04'23"E 100.12' C) 100.00'(P) a x x ° 0 � _ x � � � � � � � , x � 0.0 50.06' 50.06' X `�'' ` - x , x • x 0se XI ° �p0 x-e X ,� X p, I I I l X x° X `-" x "ti ----------------------------------------163.8'E 1 I------------------------------------------- DN DN ROOF ABOVE 162 7' N 0 10 163.0' N 165.8' N 162.7' E 166.1' N 163.0' E 165.8' E 166.1' E y,a COVERED PATIO 163.8' d x °y° I j,COVERED PATIO oI 0 166.47' I 0 0 161.6' N 161.6,E 164.T N x`°' x ,,, k �0 I X •�° x 164.7' E x ,aa j ROOF ABOVE INCLUDING GUTTERS x'�g x `06" xR,^' x x g°A PROPOSED x a,� x o I x gti. x ,,g LLJ SINGLE-FAMILY I X °'° x �° PROPOSED x 0 RESIDENCE SINGLE-FAMILY O I X gye I xd "" x �? x RE�SiDENCE ° I z� z (n x .11 Lij DN O W U I D N x6' 0 166 > I Q I I X0 ��,a WW , X 1' I I PROPOSIj® PARCE 33 10-2885 I J 2-CAR 1218 N 35 ST i ' x `,, x �"' I RE T i PROPOSE �, �, i I Q GARAGE 2-CAR x � Z x GARAGE 0' z O x `0� x ` x,,,} ° S01 °56'27" l c Uj 161.3' N 162.7' N 108.00 160.8' E o 1ST FLOOR GARAGE ENTRY 16'� T4 0 162.7' E x NTIZ, 1ST FLOOR 161.5' / I GARAGE x 166.6 C P w 0 0 1 - CONCRETE 1 o . CONCRETE COVERE PORCH I ° PORCH I oPORCH a ..+ COVERP l 1 16'' 3.a' 20' MIN. FRONT YA i �Po�c� I - � PY�- 4� 7' � 165.0' N I 0 DN 161.8 N I x `°` 165.0' E 20 � RON YARD 161.8' E I x L------------------ - ° 0 I 1 - x..' o ---------------- - - ------ -! °� ---- N.35T H* (RESIDENTIAL ACCESS) 0 LU H_ 0 a THIRD DAY DESIGN CIVIL ENGINEERING 5918 WALLER RD E TACOMA, WA 98443 (253) 256-1812 P 1 /27/2022 OF WASIYS� 1 0 - d 7 L •I 44221 / ST E moo. �-�� Cam• ,, WOOD WALL .5' D DICATION _j EXISTING FIRE HYDRANT (LOCATION APPROX.) 1 N01°56'27"E T I 3 • I 1 OHP HP 0 W W IW W_ -SS 25.00 OHP OHP OHP OHP OHP OHP 2 3 s x 625 3 N - W W W W W W W W W W W W W W- ss .SS SS SS SS SS SS SS SS 162 NO. I REVISION SSMH 165. RIM=165.78 SURVEYED: TERRANE DESIGNED: AE DRAWN: AE\RR CHECKED: AE BY DATE APPR APPROVED: AE SCALE: VERTICAL: NAVD 1988 1If_ 1 Of HORIZONTAL NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VICINITY MAP a PROJECT SITE O z a N - .35th N 341th St CL N 34th St v ` IN 33rd PI N 33rd St �- Ln 0 IN 32nd S1; dti N31aSt z Ln O N -sOLh St N 30th St 'V = + } C PROJECT TEAM: UTILITY DISTRICT INFORMATION: 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 STEVE MCCASEY, PLS ENCOMPASS 165 NE JUNIPER STREET, SUITE 201 ISSAQUAH, WA 98027 (425) 392-0250 smccaskey@encompasses.net ARCHITECT AMIR MAYER 7209 GREENWOOD AVENUE N SEATTLE, WA 98103 (206) 782-2911 amir@cba-arch.com 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 LEGAL DESCRIPTION: (PER STATUTORY WARRANTY DEED RECORDING # 20000331002448) LOTS 27 AND 28, BLOCK 20, 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 COUNTY, WASHINGTON. TOGETHER WITH THAT PORTION OF VACATED ALLEY ADJACENT, WHICH ATTACHED BY OPERATION OF LAW. BASIS OF BEARING N 89004'11"W BETWEEN FOUND MONUMENTATION AT THE INTERSECTIONS OF N 35TH STREET AND BOTH PARK AVE N AND BURNETT AVE N. VERTICAL DATUM NAVD88 PER CITY OF RENTON BENCHMARK #1836 CONIC MON IN CASE AT THE INTX OF BURNETT AVE N AND N 30TH ST ELEV: 36.586 METERS (CONVERTED TO 120.03 FEET) TOPOGRAPHICAL SURVEY BY ENCOMPASS DATED 06/10/21 SITE DATA: PROJECT SITE ADDRESS: 1218 N 35th ST TAX PARCEL NO: 3342102885 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 Know what's below. Call before you dig. CITY OF RENTON VX,V'R Planning/Building/Public Works Dept. SHEET INDEX SHEET NO. SHEET TITLE R0.00 COVER SHEET R0.01 TOPOGRAPHIC BOUNDARY SURVEY R1.00 N 35TH ST PLAN AND PROFILE R2.00 STANDARD NOTES R2.01 CIVIL NOTES, ABBREV. AND STANDARD DETAILS R2.02 STANDARD DETAILS R2.03 STANDARD DETAILS co Of co co R-420301 U'' M IN COMPLIANCE WITH CITY OF RENTON STANDARDS W EBrianne :Bannwarth MENT ENGINEERING 0 02/07/2022 0 DATE: STRAIGHT ARROW HOMES 35TH ST SFRS 1/27/2022 = OFFSITE IMPROVEMENTS FIELDBOOK: (D PAGE: v/ DRAWING NO: R0.00 COVER SHEET SHEET 1 OF 7 (/) NOTES: 1. HORIZONTAL DATUM: CITY OF RENTON NAD83/91: TIED TO CITY OF RENTON SURVEY CONTROL POINTS #1836 AS BASIS OF POSITION AND #1886 AS BASIS OF BEARING. 2. BASIS OF POSITION: HELD THE FOUND MONUMENT IN CASE AT THE INTERSECTION OF PARK AVE N AND N 35TH STREET. 3. BASIS OF BEARING: HELD THE BEARING OF N 89'04'11" W BETWEEN THE ABOVE NOTED BASIS OF POSITION THE FOUND MONUMENT IN CASE AT THE INTERSECTION OF BURNETT AVE N AND N 35TH STREET. THIS SURVEY HOLDS THE BLOCK BREAKDOWN FROM RECORD OF SURVEY AS RECORDED IN VOLUME 136 OF SURVEYS, PAGE 270, RECORDS OF KING COUNTY, WASHINGTON. A ROTATION OF-0'55'49" WAS APPLIED TO RECORD OF SURVEY TO BE ON THE ABOVE NOTED HORIZONTAL DATUM. 4. THE FOLLOWING INFORMATION WAS ALSO REFERENCED IN PREPARING THE BOUNDARY SHOWN HERE ON: A) RECORD OF SURVEY AS RECORDED IN VOLUME 156 OF SURVEYS, PAGE 256, RECORDS OF KING COUNTY, WASHINGTON. B) RECORD OF SURVEY AS RECORDED IN VOLUME 185 OF SURVEYS, PAGE 298, RECORDS OF KING COUNTY, WASHINGTON. C) KING COUNTY ASSESSOR'S MAPS FOR THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 24N, RANGE 5E, W.M. 5. VERTICAL DATUM: CITY OF RENTON (NAVD 88) MASTER BENCHMARK: CITY OF RENTON BENCHMARK #1836 - FOUND CONCRETE MONUMENT WITH 1/8" BRASS PLUG IN CASE AT THE INTERSECTION OF BURNETT AVE N AND N 30TH STREET. ELEVATION = 120.03 FEET SITE BM #1: FOUND MAG NAIL WITH WASHER 1.9 FEET NORTH OF THE SOUTH EDGE OF PAVEMENT OF N 35TH STREET, OPPOSITE THE WEST EDGE OF DRIVEWAY EXTENDED SOUTH (SEE MAP FOR LOCATION). ELEVATION = 160.10 FEET 6. TRAVERSING AND DATA COLLECTION WERE PERFORMED USING A SPECTRA AND/OR TRIMBLE 5 SECOND TOTAL STATION. ALL FIELD WORK WAS PERFORMED AND EQUIPMENT MAINTAINED, IN COMPLIANCE WITH WAC 332-130. ADDITIONAL FIELD WORK WAS PERFORMED USING SPECTRA SP-80 GNSS POSITIONING SYSTEMS, THE WASHINGTON STATE REFERENCE NETWORK, AND/OR THE NATIONAL GEODETIC SURVEY'S ONLINE POSITIONING USER SERVICE (OPUS). 7. ALL DISTANCES SHOWN HEREON ARE GROUND DISTANCES. 8. TOPOGRAPHIC INFORMATION SHOWN HEREON ARE THE RESULT OF A SURVEY BY ENCOMPASS, COMPLETED ON MAY 20, 2021. 9. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT. OTHER EASEMENTS AND ENCUMBRANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN HEREON. 10. THE LEGAL DESCRIPTION SHOWN HEREON IS PER STATUTORY WARRANTY DEED RECORDING NO. 20000331002448, RECORDS OF KING COUNTY, WASHINGTON. 11. UNDERGROUND UTILITIES SHOWN HEREON ARE PER A COMBINATION OF FIELD LOCATED SURFACE OBSERVABLE FEATURES AND RECORDS OF THE APPLICABLE UTILITY PURVEYOR. ALL LOCATIONS SHOULD BE VERIFIED PRIOR TO ANY CONSTRUCTION. 12. THE SUBJECT PROPERTY CONTAINS 10,809 SQUARE FEET OR 0.248 ACRES MORE OR LESS. 13. THE PURPOSE OF THIS EXHIBIT IS TO SHOW EXISTING CONDITIONS ON THE SUBJECT PROPERTY AND ADJACENT STREET. LEGAL LOTS 27 AND 28, BLOCK 20, HILLMANS 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 COUNTY, WASHINGTON. TOGETHER WITH THAT PORTION OF VACATED ALLEY ADJACENT, WHICH ATTACHED BY OPERATION OF LAW. LEGEND Q FOUND MONUMENTIN CASE O FOUND REBAR & CAP OO SET REBAR & CAP L.S. #49917 SET BENCHMARK (P) ROS REC. NO. 20000406900004 VOL. 36, PG. 270 (M) MEASURED ® WATER METER Q SEWER MANHOLE ID GAS METER ❑ T TELEPHONE RISER POWER POLE �p GAS METER oHP oHP oHP OVERHEAD POWER w w w WATER LINE ss ss SEWER LINE o ❑ WOOD FENCE (WF) CHAINLINK FENCE (CLF c) HEDGE LINE 0 DECIDUOUS TREE ° a° CONCRETE a ASPHALT MONUMENT NOT VISITED FOR THIS SURVEY N V 25' I z Lu 1�► W z cc BRANDON SHIMIZU (MEAD) A PORTION OF THE NW 1/4 OF THE SW 1/4 OF SEC. 32, T. 24 N., R. 05 E., W.M. KING COUNTY, STATE OF WASHINGTON 32 I I I I I TAX PARCEL 334210-2910 1202 N 35TH ST RENTON � I I 25' FOUND N MONUMENT IN CASE W W W W W- ss ss-ss-ss SSMH RIM=152.13 IE 8" CONC. (W)=143.58 IE 8" CONC. (E)=143.58 m I I I I I TAX PARCEL 334210-2845 1203 N 36TH ST RENTON I I I 20 I 21 I TAX PARCEL 334210-2855 1207 N 36TH ST RENTON I I I I I 31 30 W W- W W W W W ss ss ss ss - I I I I I I I I 22 I I TAX PARCEL 334210-2865 1209 N 36TH ST RENTON I I FOUND REBAR & CAP N89'04'35"W 1301.60'(ROS)1300.00'(P) N 36TH STREET 23 TAX PARCEL 334210-2870 1215 N 36TH ST RENTON L.S. #15025 4' CLF CORNER 0.1' EAST & 1.0' EAST & 0.2' SOUTH 1.5' SOUTH OF CORNER I OF CORNER io 0 ` N 4' C F 5( P I �aHED 0.8' C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1 a BLOCK 20 0 VOL. 12, PG. 293 0 0 U 0 rn 0 29 0. 8' 28 FOUND MONUMENT IN CASE in N I I I I I I I 24 I 25 I TAX PARCEL 334210-2875 3507 PARK AVE N RENTON I I I I I FOUND REBAR & CAP L.S. #15025 a 0.2' BEAST & 6' WF CORNER co 0.3 SOUTH 0. 5' E. & 0.7' S. co 6' WF' o^ OF CORNER OF CORNER N - Lu 0 S89'04'23"E 100.12'(C) 100'(P) CO 50.06 co N CONC. a w / IlAf - / FFE=167.59 � I I HOUSE CORNER _ 0.6' W. OF LINE HOUSE CORNER 0.1' E. OF LINE M 6' WF 2.4' E. cc ;n OF LINE z 3' CLF �u 27 CONC. 26 WALLS HOUSE CORNER �,`� CONC. n A SONPCS 6 4.5' W. OF LINE o TAX PARCEL 334210-2885 T IRS \ Z 1218 N 35TH ST ° RENTON S01'56 27 W TAX PARCEL 334210-2904 TAX PARCEL 334210-2900 108.00' TAX PARCEL 334210-2880 1206 N 35TH ST I 1214 N 35TH ST" 12APL I (C)(P) 3503 PARK AVE N RENTON RENTON 6'� GARAGE CONC. RENTON I�- WALK I 4' CLF FFE=161.26 25' CORNER S. END ° 3.2' S. CON OF LINE BLOCK WALL 6' WF CONE. STEPS 2.3' E. OF LINE DRIVE POWER POLE ° QLOCK ° OF TRANSFORMER WALL 60 �6 50.05 50.05 WOOD' WALL 4' CLF 89'Q4'11 "W 100.10' C- CORNER 4' CLF ° 10,�.00'�P BLOCK N01'56'27"E 1. 8' S. OF LINE ° ' ss' GATE oHP oHP HP oHP SON RETLFs WALL oHP off HP 25.00 DRIVE ()HP OHP FOUND MONUMENT 'n N IN CASE W W W W W W W W W w BASIS OF POSITION W W -� W W W W W. W W/ • STREET. W W W W W W N _ _ -.35TH N89'04'11"W (BASIS OF BEARING)' 1301.27' (ROS) 1301.23' (M) 1300.00'(P) - - -ss-ss- ss - ss s s s . ss ss - . ss -.ss ss ss ss*- ss 158 . . . . . . . . . . . . . 76. . . . . . . . . . . . . . . . . . . . . >S . . . . ss . . ss . . . . . . .0 ,. . . . . . . . SITE BM#1 . . . . . . . . . . .. . . . . . . FOUND 1N SSMH t�,A RIM=165.78 WITH NAILWASHER Vie'` IE 8" CONC. (N)=151.53 EL=160.12 � IE 6" CONC. (E)=151.68 IE 8" CONC. (W)=151.43 IE 8" CONC. (SW)=151.73 FOUND CITY OF RENTON CONTROL #1836 'aNI BENCHMARK R-420302 x ELEVATION=120.03 31 P R21000259 z 00 B21005262_V2 N 0 5 10 20 SCALE 1 = 20 1 FOUND CITY OF RENTON CONTROL vim( #1886 DEVELOPMENT ENGINEERING H- Brianne Bannwarth 02/07/2022 uj I L Z �� W uj J m m =z V)5= o; z� a� 'A W N a ► wz WX y v)W z W z w occ vvi =a Fm 00 00 z z �w w� V' O O o N zF Jw UU wo ~a 0 0 co 49917GISTE SIGNAL LANs 6/10/21 T c cb Q T cc Q N cc co 0 a Q Q �c V cc co® W Q. Un N O N M rn M � w N Z Q) G1 0 o � No e �/�� o 'S�0N co Q 0 N c O ao o}A Eo c y d0 Z co �: 2 j�: E� E " w W �yw: VW (D m L L C W c � JOB NO. 21595 DATE 611 21 SCALE 1 "=20' DESIGNED NIA DRAWN As CHECKED KMR APPROVED KMR SHEET 1 OF 1 M O N i m a 0 LU E- 0 a PROPOSED ' q �I \ ".1SINGLE-FAMILY I �1 X ' X`y1° PROPOSED II \ X� \ RESIDENCE I a lx� X, SINGLE-FAMILY 6 I �y N 00 _ REMDENCE ' 11 10 5 0 10 20 , e x e � \ DN i I DIN x yy1 II p \ I x,,6 _ X .X 1y 1\66 SCALE IN FEET PROPOSM PARCEL\ 33 210-2885 t , hhrr 1 i 2-CAR 1218 N 35 ST I 11 11 x "o-' x `pP I ' t PROPOSE . a e GARAGE REt`1\T 2-CAR I �yti x' GARAGE " IIIIII � ;x S�FOOTING DRAIN INVERT 0.5' 1 SET FOOTING DRAIN INVERT0.5' I i 16t ALL ONSITE IMPROVEMENTS ARE '� ABOVE CB#1E RIM ELEVATION 7„ ABOVE CB#1W RIM ELEVATION I 1 o UNDER SEPARATE PERMIT a I 16 ALL ONSITE IMPROVEMENTS ARE oo OR PROVIDE SUMP PUMP \ 6 UNDER SEPARATE PERMIT p e 161.5' / � 2 � I 10 - 1 n .� --m---m---m--a+--m---a-- m-- yryroCONCRETE ap p--a+---m--- p I � COVERE 3� CU_- r - CONCRETE \ be PORCH 2 I W \ COVER ORCH 1 I PREVENTTIONCDEVIOCE PORCH i - - - i POFa�i ; 63.8' e 20 MIN. FRONT YA i w - IxEb.gT 165.0' N U l ° i 161.8 N i I � x °"� \ 165.0' E � 20� . FRON YARD ---- t6t.8 E ,`� I ' \ 230 SF FOOTPRINT 23-FT X 10-FT INFILTRATION TRENCH PER DETAILS 230 SF MIN. FOOTPRINT (SEE PLAN) INFILTRATION TRENCH PER DETAILS I x �----------- \ - - i +_______BACKFLOW, 0* ( ) > Q WITH OBSERVATION WELL (OW)/CLEANOUT (CO) WHERE INDICATED. - 00 RD PREVENTIa_liSEVECE __ - x - z�===ai-- -_ - t WITH OBSERVATION WELL (OW)/CLEANOUT (CO) WHERE INDICATED. REFER TO RENTON STD. PLAN 225.20 WITH MODIFICATIONS INDICATED. I p %\ \ R RD REFER TO RENTON STD. PLAN 225.20 WITH MODIFICATIONS INDICATED. J DEPTH OF ROCK TO BE 4-FT WITH MINIMUM 1' OF COVER OVER TR NCH. � 4" SSCO ( DEPTH OF ROCK TO BE 4-FT WITH MINIMUM V OF COVER OVER TRENCH. Q \ \ \ \ RIM 161.3 p""� \ I TOP OF ROCK ELEVATION 159.1 FT TOP OF ROCK ELEVATION 158. FT \ \ \ IE 157.9 0- 4" SSCO CB#1 E - 24" NYLOPLAST \\ - \ \ \\ ✓ 3 0 \ \\ \ \ \ RIM 162.7 O1 Z O CB#1 W - 24" NYLOPLAST oNC II - 5 _�_ - _ 4" SSCO � \ \ \ \ IE 159.3 RIM 161.0 W/ GRATE FOR OVERFLOW QLLJ RIM 159.57 W/ GRATE FOR OVERFLOW \ \ \ \ O RIM 161.1 \ \ \ \ \ IE-IN/OUT 158.4 (6" W, N) _ IE-IN/OUT IIN/0157.2 (5?.0 N, 4 'E� RIVE I \ \ \\ \ U1V \ IE 157.78 S - \ 56- -��° \ \ IE-IN 158.6 (4" FD-N) (n \ \ P EFL --- \ \\ \ \ 1DIE-IN 158.6 (4" E) LJ MIN. 12" SUMP BELOW BOT. OF TEE T SF 6 \ \ \ 162.27 MIN. 12" SUMP BELOW BOT. OF TEE TO ADDRESS BUOYANCY DRILL SIXTEEN 5/8" HOLES IN BOTTOM I ^ ^ - 160.31 6 SSCO 161.74 2" TRENCH DRAIN 7 TO ADDRESS BUOYANCY DRILL SIXTEEN 5/8" HOLES IN BOTTOM 159.72 RD - - 2" TRENC DRAIN I ' AND PROVIDE MIN. 12" WASHED ROCK BELOW STRUCTURE 00 161. 4 - - -�- - „ 1.5 DEDICA ION o . .. 6 SSCO 3 Wee AND PROVIDE MIN. 12 WASHED ROCK BELOW STRUCTURE o :� .5' D DICATION _ _ - - �•�•+� o 159.57 M E `r'r L ' F V vv..* 5 - BEGIN S/W 159.53 L`� % • 2.85/0 ' 2,$5/° . • 4 0 ° _ _•� _j EXISTING FIRE HYDRANT 21+26.58; 21.50 L `- 2.85/°' - 1.50%. END S/W 162.19 + LOCATION APPROX. 00 22 25.68.21.50 L � ) \ 2 C \ �, �� ,:•:�•o .•,. :;o .. •�J, 3 �i. 162.31ME 9� 159.19 158.96 rj•::'.� Ico. 11 : Cfl o CQo ? 0 �� ' :: ��162.58 ME OHP OHP '� OHP :�1T�. T)Flp,'-• •OHP ' '•QHP: • . •ONP• HP OHP �' •: • ' •• ' 159.03 ME V: •:: •, : • :: •:: •; : • 1. • .:: .:: _ :: :: : r . O POHP:: :: . QHP J : : : : Ohr, : Q, ' 3 �1 161.88- OHP OHP OHP OHP OHP 2 1.. 0 0 P H �- 21+21.58 158.83 FL -o , 161.75 0/ 162.42 ME 3 x .2.85/0,......'.'' ' o ° :......... 161.75 ao 13.49 L 21+25.58 6:'.'.' .... >' ;:.::'.:'�.� +.....,: � +��. 0 _ _ :..:. MEMEN/ h EX FL 158.722 a - _I w w w i � 161.64 FL --,y w w w w w w � �:.:.:. w w w w w w w w w o w w w 22+26.68 N w �, w w w w % w w w w w v w w 158.73 ME IW-W-W-W-W- =158.98 DRIVEWAY CL 13.00 L w w w w w cj 6 '+ 21 .4 + + 59 9 21 41.6 3\ \ I 21 21.5822 14.35 161.89 ME 17. 'LTDRIVEWAY CL50 O�o �1 'LT (D4 3 00 �v 9 00 L O � 21 91.68 17.50'LT A+ 22 30.68 O _ 2 o - 13.00'LT � - 4 9.00 L \ X N 2 / O - - VI N 5::: 1 0 ;X } \ N / .. } SS SS SS SS SS \ X / 04 SS o SS ss SS \ N SS IL- S3 S S \ Ss-SsS SS SS SS SS SS SS SS N SS SS SS SS 1 TCONNECTION NEW4x 8165.4 16S ;:::::::::::::::::::::.:: SSMH ,f N �� HST \ 6" IE •-150.10 \ RIM=165.78 `:`. '' 8" IE �149.58 CONC. \ \ IE 8" CONC. (N)=151.53 ;...a.,. � IE 6" CONC. (E)=151.68 N (RESIDENTIAL ACCESS) '� le IE 8" CONIC (W)=151.43 Ao! OVERLAY SHALL EXTEND THE FULL IE 8" CONC. (SW)=151.73 h� �� 8" DIP W.M. BOP -157.5 A� WIDTH OF THE ROADWAY (TYP.) 6" SS TOP-156.0 MAX (1.50' MIN. .� N VERTICAL SEPARATION) N 35TH ST Horizontal Scale: 1" = 10' Vertical Scale: 1" = 5' 70 50 15......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... °t I I I I I I I I I I I I I I I I fi 150 20+90 21+00 21+10 21+20 21+30 21+40 EG @ CL 158.36 158.65 158.96 159.26 159.56 FG/EG @ SAW CUT 158.98 159.26 FG @ FL 158.91 159.16 FG @ R.O.W. 159.66 159.90 THIRD DAY DESIGN CIVIL ENGINEERING 5918 WALLER RD E TACOMA, WA 98443 (253) 256-1812 21+50 21+60 21+70 159.79 160.03 160.27 159.54 159.81 160.09 159.45 159.73 160.02 160.18 160.47 160.75 E P IQ-\ OF WA SIY S% 1 /27/2022 O - d 7 L 44221 �C71 O��ss j �/ ST E NO. 21+80 21+90 22+00 22+10 22+20 22+30 22+40 22+50 160.54 160.81 161.07 161.33 161.60 161.94 162.45 162.96 160.37 160.64 160.92 161.21 161.51 161.87 160.30 160.59 160.88 161.16 161.45 161.77 161.04 161.32 161.61 161.90 162.18 REVISION SURVEYED: TERRANE DESIGNED: AE DRAWN: AE\DW\RR CHECKED: AE BY DATE APPR APPROVED: AE 22+60 163.50 SCALE. VERTICAL: NAVD 1988 1 10, HORIZONTAL NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY PAVING LEGEND UNLESS OTHERWISE NOTED: * 4" HOT MIX ASPHALT OVER 6" CRUSHED ROCK BASE 2" OF HOT MIX ASPHALT OVER 4" CRUSHED ROCK BASE >� CEMENT CONCRETE SIDEWALK CEMENT CONCRETE TRAFFIC CURB AND GUTTER A7�� CEMENT CONCRETE DRIVEWAY * 2" HMA GRIND AND OVERLAY * NOTE: COMPLETE FINAL PAVEMENT LIFT AT SAME TIME AS ADJACENT OVERLAY SHEET NOTES (NOTE: NOT ALL SHEET NOTES ARE USED ON EACH SHEET) O SITE: 1. DRIVEWAY PER STD. PLANS 104.2 AND 104.3. 2. PROVIDE TEMPORARY ASPHALT WALK. 3. PROVIDE TWO NEW MAIL BOXES. COORDINATE LOCATION WITH RENTON POSTMASTER. 4. REFER TO LANDSCAPE PLANS FOR NEW TREES AND OTHER LANDSCAPING, TYP. 5. PROVIDE GRAVITY BLOCK WALL WITH A MAXIMUM HEIGHT ABOVE THE SIDEWALK OF 2-FEET. INSTALL PER MANUFACTURERS RECOMMENDATIONS. 6. TRANSITION NEW FLOW LINE TO EXISTING FLOW LINE. 7. ACCESSIBLE RAMP LANDING AT TOP OF ASPHALT RAMP. GRADE RAMP AT MAX. 2.00% LONGITUDINAL AND MAX 2.00% CROSS SLOPE. OSEWER: 1. PROVIDE 6" SEWER STUB AND APPURTENANCES PER STD. PLAN 406.1 2. EXISTING 6" SEWER STUB TO BE REUSED. LOCATION IS APPROXIMATE BASED ON GIS. CCTV OF EXISTING STUB IS REQUIRED FOR REUSE. PROVIDE VIDEO TO CITY OF RENTON PUBLIC WORKS INSPECTOR FOR REVIEW AND APPROVAL. IF APPROVED, SEWER STUB MAY BE LINE FOR REUSE. IF REJECTED, A NEW SEWER STUB WILL BE REQUIRED PER STD. PLAN 406.1 AND THE EXISTING SHALL BE CUT AND CAPPED AT THE PROPERTY LINE. ❑ WATER: 1. NEW 1-INCH WATER SERVICE AND METER PER STD PLAN 320.1 WITH METER LOCATED IN PLANTER STRIP . TO BE INSTALLED BY CITY FORCES - WATER METER PERMITS REQUIRED). ( Q ) 2. EXISTING 3/4-INCH SERVICE AND METER TO BE CUT AND CAPPED AT MAINLINE ( BY CITY FORCES - PERMIT NO. W-21003332) O DRY UTILITY 1. COMPLETE PSE APPLICATIONS FOR POWER AND GAS AND COORDINATE WITH PSE FOR NEW SERVICES. 2. COORDINATE WITH TELEPHONE/CABLE COMPANY TO RELOCATE PEDESTRAL TO LANDSCAPE PLANTER. 3. PROVIDE PSE AND COMMUNICATION PURVEYORS APPROVED CONDUIT FOR FUTURE UNDERGROUNDING OF EXISTING OVERHEAD POWER AND COMMUNICATION FACILITIES IN THE RIGHT-OF-WAY. COORDINATE WITH PSE AND COMMUNICATION PURVEYORS FOR LOCATION AND SIZE OF CONDUIT. O TESC/PROTECTION: 1. PROVIDE CATCH BASIN INSERT PER STD PLAN 216.30. 2. PROTECT UTILITY LINE AND APPURTENANCES. REMOVAL: 1. REMOVE WALL AS REQUIRED FOR PROPOSED IMPROVEMENTS. I1.5' R.O.W. DEDICATION I ROAD CL Know what's below. Call before you dig. CITY OF RENTON Planning/Building/Public Works Dept 25 EXISTING R.O.W. 26.5' 0.5' 13' 8' PLANTER 5' 2.0% % CEMENT CONCRETE EXISTING ASPHALT J SIDEWALK PER STD PLAN 102 PAVEMENT CEMENT CONCRETE TRAFFIC CURB AND L.L n H 1•� GUTTER PER STD. PLANS 101 AND 101.1 PAVEMENT RESTORATION PER STD PLAN 103. ALL PAVEMENT RESTORATION PER W CITY OF RENTON STANDARDS, TYP. Of H U) SECTION A -A R1.00 I-__ SCALE: 1 "=5' U) 2 H R-420303 I� IN COMPLIANCE WITH CITY OF RENTON STANDARDS W DEVELOPMENT ENGINEERING �' 0 IL Brianne Bannwarth 02/07/2022 ' 0 DATE: STRAIGHT ARROW HOMES 35TH ST SFRS 1/27/2022 = OFFSITE IMPROVEMENTS FIELDBOOK: #### (D PAGE: / DRAWING NO: R1.00 N 35TH ST PLAN AND PROFILE SHEET 3 OF 7 (/) DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 M C) N 1 O 1 `W 1 u s T W E- O a 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 68 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 15 NOT TO SCALE (NTS) .ou• STD. PLAN - 267.00 PNOTES (1 OF 2) artin Pastucha PUBLIC WORKS SURFACE WATER STANDARD PLAN ellOW"dby: *' DEPARTMENT 8/13/2020 n. DATE �&1�363NB44®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 S ,PLAN - 413 •n PUBLIC WORKS WASTEWATER UTILITY APPROVED ft DEPARTMENT STANDARD NOTES Martin Pastucha1.0/26/2 V4397 DATE THIRD DAY DESIGN CIVIL ENGINEERING 5918 WALLER RD E TACOMA, WA 98443 (253) 256-1812 18:4E 0 I 1 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 /40-70%PASSING; • 2-4INCH ROCK / 30 - 40% PASSING; 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 - 267.20 C PUBLIC WORKS SURFACE WATER STANDARD PLAN VitlEMJH dby: NOTES (2 OF 2) artin PastuchA DEPARTMENT/13/2020 n' DATE BBB G3",kFdd fd8B�k19D... 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 15 NOT TO SCALE (NTS) A105111STD. PLAN - 266.00 .c�• PUBLIC WORKS PPR D: �I� DEPARTMENT CCTV INSPECTION SPECIFICATIONS GAZ 9/28/2018 PQ r"nu.wory Ad-m-, VASIlliv D... DATE 1 /27/2022 NO. REVISION 8:48 :45 AN 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 IS MOTTO SCALE (NTS) STD. PLAN - 268.00 19 • PUBLIC WORKS EROSION AND SEDIMENT CONTROL [PPRMD STANDARD PLAN NOTES . `Jf1� DEPARTMENT GAZ 9/28/2018 I 1,Wo Ad-m .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. S. 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 $ DEPARTMENT MARCH 2O10 Know what's below. Call before you dig. CITY OF RENTON Planning/Building/Public Works Dept. R-420304 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Brianne Bannwarth 02/07/2022 ' Ar STRAIGHT ARROW HOMES 35TH ST SFRS OFFSITE IMPROVEMENTS STANDARD NOTES 1 /27/2022 FIELDBOOK: PAGE: -- - DRAWING N0: R2.00 SHEET. OF. 4 7 F0 0 95� L�J N Ir- ry 0- V/JJ 0. H..L- V ) 'l__ V) 2 L0 M U) LU 2 0 2 0r' 0. Q V N� LL Ir-n V M O UJ 1 ABBREVIATIONS: FACE OF CURB 6 1 r2"�- s1n" r 112" R. 1" R 1:24 1 1 TOP OF 1/2" R. ROADWAY r 1 / CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 12''- FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 112 1:24 TOP OF 112" R. ROADWAY � r 1 t 1 -6. DEPRESSED CURB SECTION AT SIDEWALK RAMPS •OIA 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 31B' 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 t ti" in'R. ROADWAY 2" 1 1 to 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 5 1/2- - ,5 1n` _ 1" 1n' R. 1" R. 1 1 � TOP OF ROADWAY a t t 8 1/4' 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 sparing. 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 • PUBLIC WORKS CEMENT CONCRETE CURBS n, DEPARTMENT71/ 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 FG FINISHED GRADE FH FIRE HYDRANT FL FLANGED FT FEET/FOOT a T LU w 0 EL 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 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 B' RAISED EDGE DETAIL 1 LEVEL -J 1R' EXTEND SIDEWALK TRANSVERSE 1'-D' 12-ON) 1 JOINTS TO INCLUDE RAISED EDGE ROU DING • tom" SEE RAISED EDGE 1'-0 SIDEWALK DETAIL - THIS SHEET' ALL CUT P MIN. -LO 12' (IN) R. (TYP.1 1 1.5% FOR CURB DETAILS101 N Oa �-,�y�--,,�� SEE STD PLAN101 AH F10, 1 12' (IN) R. (TYP.) FOR CURB DETAILS SEE STO PLAN 101 �LTYPI-1 UNDHED SURFACING TOF SIDEWALKACT TO 95% MODII WI7HRAISEDEDGE IU _nE88�R'Ef%.ReMENrw ALL CURB & GUTTER). 1 FINISHED GRADE 1-(IN) BELOW TOP OF CONCRETE SURFACE SIDEWALK ADJACENT TO CURB MIN. 1•-0• r-D' 12- (IN) R. (TYP.) ROU DING 1 FOR CURB DETAILS 2.0% _ 1.5% SEE STD PLAN 101 - - 1 '`�'y�R .41 BRIDGE OR PEDESTRIAN 5�5�1^` RAILING TO CURB FOR cuRa DETAILSADJACENT (STEEP FILL SLOPES) CARRIER -SEE SIDEWALK SEE STD PLAN 101. CONTRACT PLANS /---WALL OR BARRIER T I 12' (IN) R. (TYP.) I SIDEWALK FLUSH .'' •'7'-r. '•ram.`•': } ••r 12' N) R. ,y ..' l• - - - `X•r' :�•}•:. VERTICAL WALL - • SEE DETAJL - 318' (IN) PREMOLDED JOINT FILLER _ ADJACENT TO CURB AND RAILING OR WALL PREMOLDED JOINT FILLER FOR SIDE BUFFER STRIP TREATMENT SIDEWALKSIDEWALK '�I, ADJACENT TO WALL DETAIL I (SEE NOTE 10) SIDEWALK SECTIONS 1/2' (IN) R. 1 (TYP ) 1.5% 1,5%MIN. FOR CURB DETAILS SEE STD PLAN 101 \ r GROOMED FINISH • '\-..aV• OR MATCH EXISTING / , O• 4' WIDE. SMOOTH Jr' TROWELED PERIMETER FINISHED GRADE 1' (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING - FLUSH IF PAVED IY / f0 !J''g• © CEMENT CONCRETE CURB ADJACENT TO BUFFER STRIP (CURB AND GUTTER SHOWN) / FOR CURB DETAILS / g' SEE STD PLAN 1D1 0 f` 118' TO 114' NOTES ` �\t'..-./ � © \ j 1. Four feet of the sidewalk width shall be the minimum pedestrian \, . accessible route (-) free of vertical and horizontal obstructions. Gratings, / Access Covers, Junction Boxes, \ / Cable Vaults, Pull Boxes and other ✓✓✓ appurtenances within the sidewalk must be flush with surface, and match grade of the sidewalk. - 2. Monolithic Cement Concrete Curb and Sidewalk Is not permitted In new For other referenced NOTES see consiruction. 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 PSI. STD PLAN 102.1 as applicable. PUBLIC WORKS DEPARTMENT GENERAL NOTES: CONTRACTION JOINT IN SIDEWALK ONLY ,•' A. FULL -DEPTH CURB AND SIDEWALK EXPANSION JOINT IN BOTH (SEE STD PUN 101.1) •--- JOINT AND FINISH 318' C CONTRACTION JOINT DETAIL PREMOLDE JOINT FILLER E FULL -DEPTH EXPANSION JOINT STD PLAN - 102 CEMENT CONCRETEI-1 SIDEWALK 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 oWA A �1�11 1 /27/2022 _11� 44221 �FGI ST ER�� sslONA1, 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. Greg& Lmmerman• PubLC Works Administrator 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. PAVEMENT (SEE NOTE 2) SAWCUT (SEE NOTE 2) RTERIAL STREET MINIMU 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM I 4" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' - 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. NEW CURB & GUTTER T STD. PLAN - 103 + PUBLIC WORKS CURB AND GUTTER \ PPRO D: DEPARTMENT REPLACEMENT DETAIL Z ��O� ATE 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-420305 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ` Brianne Bannwarth 02/07/2022 SURVEYED: TERRANE SCALE. NTS VERTICAL: HORIZONTAL: NAD 1983/1991 DATU M F CITY 1 RENTON • Planning/Building/Public Works Dept. STRAIGHT ARROW HOMES 35TH ST SFRS OFFSITE IMPROVEMENTS CIVIL NOTES, ABBREV. AND STANDARD DETAILS 1/27/2022 DESIGNED: AE PAGE: GK PAGE ---- DRAWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DRAWING N0: R2.01 CHECKED: AE APPR APPROVED: AE SHEET OF 5 7 U) U_ U) U) LO U) W 2 0 0 Q f2 V NQ DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 31311334D3-7E0A476C-ADI33-4329FFE0C108 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 s T W O a DRAINAGE GRATE GRATE FRAME SEDIMENT AND DEBRIS DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) BELOW INLET GRATE DEVICE FILTERED WATER - 5" MAX. TRIM OVERFLOW BYPASS a BELOW INLET GRATE DEVICE 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 } PUBLIC WORKS APPLED: DEPARTMENT CATCH BASIN INSERT 9/28/2018 1 Public Warks AEminlatrator 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. --1-4--____----- --- I�--� . �V MAX. POST SPACING MAY BE INCREASED 4"x4" MIN. TRENCH I I 12" MI TO 8' IF WIRE BACKING IS USED I 11 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 1I .1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SLT 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 SEVE SIZE (0.30-0.15mm) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D4491) 0.02 SEC -'MINIMUM GRAB TENSILE STRENGTH (ASTM D4632) 1 80 LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS. MN. 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. T 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 6 INCHES 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 Ec 9/28/2018 1 DEPARTMENT AZ P"br,cw"rk.Anmmlao-ator DATE THIRD DAY DESIGN CIVIL ENGINEERING 5918 WALLER RD E TACOMA, WA 98443 (253) 256-1812 :45 AI :45 AN SEE NOTE 4, LIMIT OF PIPE ZONE PIPE ZONE BFnn'x'^ Ab n 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 (LOPE) 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 (HOPE) 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 PUBLIC WORKS PIPE ZONE BEDDING AND &%%W§Bxd by: ''1` DEPARTMENT COMPACTION - FLEXIBLE PIPE Aartin Pastucha 8/13/20c na DATE ma 8AB&F.D98B+t19D... 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 0" UNDISTURBED NATIVE SOIL OPTION 1 - NO DISTURBANCE PLANTING BEDS TURF (LAWN) AREAS T'4' ARBORIST WOOD CHIP MULCH, SEE STD. PLAN 262.60 / 0„ GRASS: SEED OR SOD -F _ = 11111111 III -I 11 I-III=1 I I-III=1 I I -III_ 1111111 I I� I� I I I I I I I I I I I I -III I I I I I� I I III I I I II l- - 3" OF COMPOST INCORPORATED 1.75" OF COMPOST INCORPORATED INTO INTO 5' OF SITE SOIL (TOTAL 6.25" OF SITE SOIL TOTAL AMENDED DEPTH AMENDED DEPTH OF 9.5", FORA 1= - = - III =1I I_= OF 9.5", FOR A SETTLED DEPTH OF 8") SETTLED DEPTH OF 8") = = - II II IIIIII II II II II I�III II _ I 1=III=111= =1 �J 1=1 1=1 1=1 1J1�LI ILIA I- I- II II II illl illlli,llll�lllillll 6„7. I�Illi �11�,1�1�� I�lli,l�l=�llill�l, SUBSOIL SCARIFIED 4"BELOW VA/ III �/ %� % A/� /� SUBSOIL W COMPOST AMENDED LAYER COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE) ( (12" BELOW SOIL SURFACE) / //V�1�j /" VA ,��,/VA �/- 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 3RASS: 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 TOPSOIL 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 6" 3ELOW 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 IS NOT TO SCALE (NTS) STD. PLAN - 264.00 •�• PUBLIC WORKS APPR ED: DEPARTMENT SOIL AMENDMENT SECTIONS GqZ 9/28/2018 I P.bkW aAnmmamr DATE 1 /27/2022 NO. REVISION I8 :45 AN SURFACE RESTORATION AS SPECIFIED IN CONTRACT DOCUMENTS Ii NEAT LINE TRENCH BENCH AS NEEDED FOR SHORING SYSTEM WHEN 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 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 WAG. 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 Aomlibk Ar%}IL PUBLIC WORKS D. TYPICAL TRENCH AND BACKFILL PR 9/28/2018 I DEPARTMENT GAZ Public W ,ka AEmInIRr 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 An MIN MIN ti VAR MIN MIN 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 FEET OF THE EDGE OF THE PATCH REQUIRED j FOR THE NEW CROSSING AND ANY SUBSEQUENT PATCH EDGE WITHIN 10 FEET OF THE EDGE OF THE SECOND PATCH AND C, SO ON UP TO A TOTAL OF 300 FEET. II TRAFFIC FLOW.,I� i t 2" HMA 2" TO 8" HMA 6 5' MIN. 2" DEPTH OF PLANING OR SAWCUT AND REMOVE VARIES: 6.5' MIN. 1 VA I IES 1 1 MIN MIN MIN MIN 2" SAWCUT AND REMOVE OR PLANE, SEAL WITH AR-4000W (EACH SIDE) 2" HMA SAWCUT AFTER BACKFILL - (EACH SIDE) 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 NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 7-08.3(1)B TRENCH WIDTH FACE OF GUTTER OR EDGE OF PAVEMENT CENTER LINE OR LANE LINE DEPTH OF EXISTING PAVEMENT 2" - 6" MIN. (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANDARD SPECIFICATIONS, COMPACTED TO 95% MODIFIED PROCTOR. CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03.14(i)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 957 MODIFIED PROCTOR, PIPE ZONE BEDDING, MATERIAL- SEE STANDARD PLAN 110.1. FOR NOTES, SEE STANDARD PLAN 110.1 TYPICAL TRANSVERSE PATCH FOR' PLAN - 110 PUBLIC WORKS • DEPARTMENT FLEXIBLE PAVEMENT OR RIGID PAVEMENT WITH OVERLAY �D Know what's below. Call before you dig. %R CITY OF RENTON Planning/Building/Public Works Dept. L�J L�J R-420306LO IN COMPLIANCE WITH CITY OF RENTON STANDARDS W 2 DEVELOPMENT ENGINEERING 0 Brianne Bannwarth 02/07/2022 0r' 0 Q DATE: STRAIGHT ARROW HOMES 35TH ST SFRS 1/27/2022 = OFFSITE IMPROVEMENTS FIELDBOOK: (D PAGE: ____ v DRAWING N0: R2.02 STANDARD DETAILS SHEET OF 7 M C) N 1 Uj ''r•1 T w O a THIRD DAY DESIGN CIVIL ENGINEERING 5918 WALLER RD E TACOMA, WA 98443 (253) 256-1812 DocuSlgn Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 ------------ �� EX. SEWER MAIN I I I I l PROPERTY LINE F�IEWESR I I I Z I ---SPOOL NEEDED) I I I I S-0" MIN I I I O I R STUB I I 1 'Y FUTURE 4" SIDE SEWER M I I 1 I 2"x 4" STUD MARKING POST PAINTED I I I I 6" CAP/ WHITE WITH THE WORD "SEWER" STENCILED E X 6" TEE i i i I IN 3" HIGH BLACK LETTERS AND N6 WIRE SIDEWALK i ? WRAPPED AROUND THE STUD AND I I I I I EXTENDED TO THE TOP OF THE STUD COUPLING TVP I I I I ( ) L_J_L--------- J < crJ 13 1 6"X6"X6" SURFACE CLEANOUT NTH CAST IRON RING AND COVER O (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR 1 APPROVED EQUAL, SPECIFY "SEWER" ON LID), 2 CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD I CONCRETE PAD TO BE 8" IN DEPTH rT_________ __-____________________T_� F_ -J .•T -- BEND AS . B" REQUIRED EXISTING SANITARY _ SEWER MAIN 3 --2.09. MIN SLOPE \ ` FUTURE 4" SIDE SEWER '1-6" SEWER STUB 6"X6"X6" WYE FUTURE 6"x 4" 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 & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED NTH A ROMAC SADDLE (OR APPROVED EQUAL) D. 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 HOPE - 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 1 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 7. 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 RICHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 110 2 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 STD: PLAN -406.1 PUBLIC WORKS INSTALLATION APP '1C DEPARTMENT Martin PaStuChOV26/202 (SEWER MAIN TO PROPERTY LINE) B0. DATE 40 .le/ J CEMENT CONCRETE � SIDEWALK 1 !` \ / i CEMENT CONC7iETt- i ctlRe a GUTTER j (BEE NOTE 3) 11 a IT r molsou NC cum aOUTTER (BEE DETAILTNa SHEET) �9 TYPE C26 - ISOMETRIC VIEW (COMMERCIAL, WITH eUFTTei) NOTES 1. When a driveway width exceeds 15 feet, construct a fun depth axpana]on lot rdwith 318" Joint Biter abng th9 driveway lane IInas (se0 std. plan 102). Construct expansion Joints parallel with the cen•.erllne as required at 19 maximum Spacing vlAlan driveway widths exceed Yr. 2. See aid. plan 102 for sidewsk details. 3. Curb and gutter shown, other curb designs may be spadled. See std. plan 101 for curb details. 4. Not used. 5. The engineer will design all driveways to Include elevations at a1 points marked with symbol')'. All elevations sre st the back of curb top on uphil side. 6. Not used. 7. For Driveway Widths see DRIVEWAY STANDARDS (See NOTE 10). The expansion joints (see old. plan 102) shall be spaced as shown In the corresponding harrletrlc New. FAkECIFdaE M DEPRESSED raW OF TAT CONTRACTION JOI�c six ON THIS IIHT ETD PLAN 102 - SVE•. r b - 1?R IOPOF I.- __ - • _ I _ - ROADWAY k 1� I-r V.r NDr@ OM MYLONWnMPftWVW ION JOEIIaOVALMFIaJ.OBIM DEPREWWPAONOLrrHIC CURB a GUTTER DETAA 8. Slopes shall comply with sections R303.2.1 or R30322 or - FAM OF ADJACENT CUM R3032.3 of the Revised Draft GuldoUna For Acomible Public 1' Rigbts-of-Way of November 23, 2005 (PROWAG). 9. Curb returns for any Type C-MAX Driveway may be approved an a ca9e•byCBQe basis. , - . '--aurtER SURFACE 10. STREET STANDARDS . Renton Municipal Code (RMC) P R. Title IV Development RegulaVorls CHAPTER 6 STREET AND UTILITY STANDARDS =� - Section 4-6r060STREET STANDARDS DEPRESSED CURB DETAIL AT RESIDENTULL OR COIMERCIItI DRIVEWAYS, AND ALLEY5 DRIVEWAY STANDARDS ■ Renton Municipal Cade (RA4C) Title IV Development Regulations DdveWay Example: TYPE C1 B CHAPTER R-RoWdWed, C CWraWCW ---- 1 Ii CITY-WIDE PROPERTY DEVELOPMENT STANDARDS NLmewrorLr . — -- Section 4-4-080 PARKING, LOADING AND DRIVEWAY (MI taro CAN REGULATIONS 6.eMrrar(Prra(taSMF). BIm11•N &ffw 1 /27/2022 CEMENT CONCRETE DRIVEWAY " y PLAN - 1042 ENTRANCES - NOTES AND DETAILS }�[ �L_ NO. REVISION 1 12 011 DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 ALL 90 TURNS SMALL BE ACCOMPLISHED BY M EANS OF A WYE WITH CLEANOUT AND a" BEND AS REQUIRED (NO GREATER 45 BEND TWO 45' BENDS SHALL NOT BE THAN 45- BEND) EVERY 2ND CHANGE 4" CLEANOUT WYE PATH ACCEPTABLE (SEE NOTE 11) IN DIRECTION OR GRADE WILL REQUIRE 45 BEND AND PLUG A CLEANOUT WYE (SEE NOTE 11) I (SEE NOTE 11) z J J z HOUSE gl a HOUSE ill d HOUSE of HOUSE a 1 3 -0" MIN 4" SEWER PIPE SURFACE CLEANOUT 4" SURFACE 'a (TYPICAL) 6"x 6"x6" WYE CLEANOUT 4" SEWER PIPE, SEE NOTES 2 (SEE STp PLAN - 407) WYE �4" 4" TEST TEE WITH AND 3 MINIMUM LINE SIZE FOR 1 WYE WITH PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6" R 0 W LINE CLEANOUT (TYPICAL) I _ROW LINE 3' MIN 6"x 4" REDUCER U F N F z V V (TYPICAL) G _ MAIN SEWER LINE , , x NOTES z IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING x i FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION 1 PRIOR TO INSTALLATION OF A SANITARY SEWER CONNECTION, A o OF THE NEXT UPSTREAM MANHOLE COVER OF THE SIDE -SEWER PERMIT MUST BE PURCHASED FROM THE CITY OF U PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION RENTON PUBLIC WORKS DEPARTMENT. 0 13 DEVICE SUCH AS CLEAN CHECK EXTENDABLE o '� BACKWATER VALVE OR APPROVED EQUAL SHALL BE 2 FOR INSPECTION OF S1DE SEWER, CALL 24 HOURS IN ADVANCE 2 m INSTALLED THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER PERMIT 4" FLEXIBLE COUPLING (FERNCO OR EQUAL) SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE 0 ON SITE WHEN INSPECTOR ARRIVES AT APPOINTED TIME DO NOT o BACKRLL THE DITCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR rn SURFACE CLEANOUT m 4"x 4•'x4" WYE 3 SIDE SEWER PIPE AND FITTINGS SHALL BE PVC SDR 35 WITH RUBBER 4" PIPING GASKET JOINTS UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT PLAN BUILDING DRAIN FOR 4 A MINIMUM GRADE OF 2% (1/4" PER FOOT) MUST BE MAINTAINED LOW ELEVATION HOUSE WITH A 4" PIPE IN THE EVENT A 2% GRADE CANNOT BE MAINTAINED WITH THE APPROVAL OF THE PUBLIC WORKS INSPECTOR, THE MAIN TO CONTRACTOR MAY INSTALL A 6" DIAMETER SIDE SEWER AT NO LESS R 0 W LINE 5 FEET R 0 W. LINE TO CLEANOUT I MAX THAN i.L SIDE SEWER STUB BUILDING SEWER BUILDING DRAIN 5 INSTALL SIDE SEWER WITH 2' MINIMUM COVER 18" COVER IS ALLOWED J FEET MIN (— AT THE HOUSE IF OUTLET IS SHALLOW `\\ 6 ALL BUILDING SEWER AND SIDE SEWERS SHALL HAVE BEDDING IN \ ACCORDANCE WITH STANDARD PLAN 405 `•� m - + �rN �I c �' x - s = . n, cy a 7 WHENEVER FEASIBLE, THERE SHALL BE A MINIMUM 5 FOOT z o N g o # ? m+ v F % j i o HORIZONTAL SEPARATION BETWEEN SANITARY SIOE SEVERS AND ALL `Q^ � � � m C v C x = 10o+, �, o x - OTHER UTILITIES rn` ,41„ mm D� 0 2 m m. �Ati °v o m m 0 z n 8 SIDE SEWER TESTING SHALL CONSIST OF PLACING A PLUG IN THE y z Au z o A �m �� z0 0 TEST TEE AND INSTALLING A 4-FOOT RISER PIPE ON THE CLEANOUT m0 0 ti C > = AT THE BUILDING. THE SIDE SEWER PIPE SHALL BE FILLED TO WITH ♦ r. : i y - ram C WATER TO THE TOP OF THE RISER PIPE NO LOSS OF WATER SHALL mi ^' I �' ,Q ^t 0 OCCUR FOR A PERIOD OF 10 MINUTES. THE SIDE SEWER MAY BE v z 0 CONNECTED TO THE BUILDING FOLLOWING THE SUCCESSFUL m a m COMPLETION OF THE LEAK TEST Z, 9 THE CLEANOUT AT THE RIGHT-OF-WAY SHALL BE INSTALLED PER m PLAN STANDARD PLAN 4061 THE CLEANOUT AT THE BUILDING SHALL BE DIN BUILPL SEWER INSTALLED TO SURFACE GRADE ALL OTHER CLEANOUTS SHALL BE INSTALLATION INSTALLED TO WITHIN 12" OF THE SURFACE 10 IF SIDE SEWER STUB IS NOT AVAILABLE THE OWNER SHALL BE RESPONSIBLE FOR ITS INSTALLATION PER STANDARD PLAN 406 1 ALL WORK WITHIN STREET RIGHT-OF-WAY SHALL BE DONE BY A LICENSED AND BONDED CONTRACTOR CALL 811 BE FORE YOU DIG 11 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC OF t0 RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102 www collbeforeyoud;g Ong 12 ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT (WISHA) TYPICAL BUILDING SEWER STD. PLAN -406.2 PUBLIC WORKS APP°^etlby DEPARTMENT FROM PROPERTY LINE TO Martin PaStUCffW26/202 BUILDING CONNECTION DB DATE _VAR (SEE NOTE E) (SEE NOTE EI tE LF Of PAVED DRIVEWAY REWIRED 33 EXPANSION JOW nYRI CE (SEE $TO PUN ID11 CO i St 1 NOTE E Z m u -" SEE NOTE 1 CEWNI CONCRETE , RJJ.W WITH SLOPE ITYF_I 1JN TWJ a cLgw SSEE GurrER NOTE ]I JE- CONTRACTION JOINT GYP, (SEE SrO, PUN 1St1 PLAN NEW VARIES "' 13'EE ridfF t41 S ]% LW SEE NOTE S ITYPI e• kW DEPRESSED CUN M GUTTER CEMENT CONGIETE 741 EXPMSON JOINT rIN NIN TYP 1 IEEE MOTE II SIOEVI RE STD.PUN wE; 9 SECTION A ,.._— -- --, ,n R(TYPI YTEWMSNIDM tD� o•rERENCE W noPE Tux - _ � 1- - -DRVEWAY WdaSITNE SLOPE (SLOPE SIK7IYN F,TAr.9EMTE01 T 1E!• NEw�REuI' D • D D • 11- NEGATIVE XOff SE N SHOWN 7EG1 MIN CEMENT ALX :® PUBLIC WORKS DEPARTMENT SURVEYED: TERRANE DESIGNED: AE DRAWN: CHECKED: AE DATE APPR APPROVED: AE CEMENT CONCRETE CURS S GUTTER ISER MOTE 31 TYPE R 1 B - ISOMETRIC VIEW (RESIDENTIAL. WITH BUFFER) For NOTES STD. PLAN 104.2 STD. PLAN - 104.3 CEMENT CONCRETE DRIVEWAY pV ppRF,D: Ir ENTRANCE - TYPE RIB L...�eJa�N�e_ 11/' SCALE. NTS ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 1 12 13"x24" 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 711. Q w �> 36" MIN COVER O N 0 -1/2 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. w SIDEWALK 0 TOUCHREAD WATER METER TO BE PRIVATE PIPING SUPPLIED BY THE 12 Z "� FMW CITY <> TYPE "K" SOFT .00 / COPPER TUBING IF SERVICE LINE TO HOUSE IS 3/4" OR 1" TO BE INSTALLED IN THE FUTURE GALVANIZED INSTALL FORD C14-33 OR 44 FIPT PLUG x COMPRESSION COUPLING / Z- LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8%3/4" METER: FORD SERVICE LINE TO METER. VBH72-15W-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 COPPERSETTER 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" FB1000-3-0) 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— A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE L 4i 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID TYPICAL RIB 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. Y GtiT ° PUBLIC WORKS 34" AND 1" WATER SERVICE STD. PLAN - 320.1 �s DEPARTMENT �N �p NOVEMBER 2009 Know what's below. Call before you dig. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF RENTON DATUM Planning/Building/Public Works Dept. 0 L�J N� Lei LL R-420307 L' M IN COMPLIANCE WITH CITY OF RENTON STANDARDS W 2 DEVELOPMENT ENGINEERING c Ao*'U 0 Ar Brianne Bannwarth 02/07/2022 ' 00 I..L Q DATE: STRAIGHT ARROW HOMES 35TH ST SFRS 1127/2022 = OFFSITE IMPROVEMENTS FIELDBOOK C� PAGE: ---- DRAWING N0: R2.03 STANDARD DETAILS SHEET? of 7 (�