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HomeMy WebLinkAboutW-408202CN 00 O d- END CURB STA:11 06.28, 13' RT ELEV=354.74 ab 16' UNIT LOT I DRIVEWAY C/L I 2.88, 13' RT Z TA:10+9 ELEV 354.55 R=303.70'- L=60.15'� °20'55" A =11 BEGIN 1 ' ROAD SECTION STA:1 +48.71, 13' RT Z ELEV=354.13 R=20.00' L=6.34' 0 A=18°10'24" 0 � STA:10+4 .72, 12.07' RT (� ELEV=354.08 N R=20.00' L=10.82' - A=31'00'11 " 0 � n BEGIN CURB STA:10+3114, 11.88' RT 11154, 00 LLJ LLJ I CURB DETAIL SCALE 1" = 10' S. W. 114 OF S. W. 114 OF SECTION 04, T. 23 N., R. 05 E., W. M. k \ - CITY OF RENTON, STATE OF WASHINGTON o w" \ Cn SAWCUT AND REMOVE a �' ONSITE PORTION OF MATCH EXISTING \ I Cn EX. CONC. DRIVEWAY SIDEWALI( <_ Q � �o W \ a � J \ CLEAR ENTIRE SITE EXCEPT FOR TREES TO BE Z U I RETAINED. ARBORIST TO BE ONSITE DURING THE 16' UNIT LOT DRIVEWAY ° ` ` cn o \ X. SSMH #3 INSTALLATION OF ANY PROPOSED IMPROVEMENTS SEE SECTION SHEET 7 .a ' I L - o \ WITHIN THE DRIPLINES OF RETAINED TREES. V) \ \ TREES TO BE RETAINED : <. 353.50 m ,d 353.50 °'. 353.50 5 SIDEWALK -5' CONCRETE 1. ° REMOVE EX. UTILITY SIDEWALK FLUSH e . p cn o 25' END CURBS FROM � � POLE AND RELOCATE 3S _W/ PAVING ' DRIVEWAYS EDGE ° . STREET LIGHT. . TAPER TO EXISTING MATCH EX. - ADA TRANSITION PER 353.50 353.50 FF ELEV. 354.50 co co 353.50 a ff THICKENED EDGE IDEWALK °.o.� WSDOT F-$0.16-03 ` ' b6' UNIT LOT DRIVEWAY vo I. . ' I' STA:21+03.57, 20.87' LT LLJ'. aa° : °.354,01'-353.84. a^ ,a . _ . ELEV 351.82 o \ PER C.O.R STD PLN 104.3 \ NIT L 1 353: 94 35 .74 353.60 2 3 4 5 01 o o \ T .I DRIVEWA +00 353.60 �\\� / / 1C14t � a. v a a �. 1 0 I ° I20 8+ FF ELEV. 354.60 0 I 52. 8 3 PROPOSED DRIVEWAY 353.60 352.80 ACCESS PER I 25'' \ 353.60 �/ = o C.O.R STD PLN 104.3 I � I ~ W I ° 6 Uj U I FF ELEV. 353 80 NOTE: BUILDINGS AND ASSOCIATED SIDEWALKS AND GARAGE ENTRANCES WILL BE CONSTRUCTED WITH SEPARATE APPROVED BUILDING PERMI IS Q U 1 Q .a I 352.80 7 c~ ? 353.60 353.60 353.60 353.60 352.80 352.80 352.80 352.80 `" f T. ° 8 W A fi Bio Pod Shifted Rim .60 I 4 ° I IE 6" 348.9� In I 1 E" 347.04 Out SEE CURB EL7= _7 7�= DETAIL L s -� -- �� New Type 48 Structure THIS SHEET r ______ __ __ _____ RIm 352,50 REMOVE EX. SIDEWALK 2S'S-VZ A, 20,8 2-ON - . - ° ' " - - - ;} , . - - IE 6" In 46. In Lo & REPLACE W/ NEWdFl I E 0" Out ,346.85 Out CURB AND SIDEWALK -- SEE C.O.R. STD PLANS 101,102,103 MATCH EX. SEE SECTION SHEET 7 SIDEWALK M M M -M M. M M o' HARRINGTON AVE N.E. o (RESIDENTIAL ACCESS) 360 EXISTING STRUCTURES: EX. SDMH# 1 EX. SDMH# 6 MATCH EX. RIM=352.22 RIM=354.03 INV=341.87 (12"CMP-SW) INV=346.03 (18"PVC-N&S) INV=339.22 24"CMP-NE EX. INV=338.82 (36"CMP) E&W) EX. CB# 1 RIM= 351.39 EX. SDMH# 2 INV=350.19 (8"CONC-SW) INV=352.38 INV=348.23 (8-CONC-NE) EX. CB #2 INV=348.13 (12"ADS-NW) RIM=351.71 350 INV=339.83 (24"CMP-N) INV=348.96 (12"ADS-N) INV=339.18 (24"CMP-SW) INV=348.91 (12"ADS-S) I� EX. SDMH # 3 EX. CB #3 W/ BEEHIVE RIM=351. 99 RIM=351.33 UNABLE TO OPEN INV-348.58 (TOP 15') INV=347.43 (15"PVC-W) EX. SDMH# 4 RIM=352.10 EX. CB #4 INV-340.17 (18"PVC-N) RIM=351.97 INV=340.05 (18"PVC-S) INV=348.97(W) NEW INV=344.13 (12" E) EX. SSMH #1 EX. SDMH#5 RIM=352.26 RIM=352.20 INV=338.25 (8"CONC-N,W&E) 340 INV=343.73 (18"PVC-N) INV=338.05 (8"CONC-S) INV=343.46 (15"PVC-E) EX. SSMH #2 INV=340.29 (18"PVC-S) RIM=354.39 o INV=343.64 (8"CONC-N&E) INV=343.51 (8"CONC-S) �o V) EX. SSMH #3 RIM= 355.23 to INV=345.08 (8"CONC-E) w INV=344.98 (8"CONC-W) z W co co Know what's below. Call before you dig. o w SEX. SDMH# 6 W(N Q o�0 3 0 m LO 00 00 r+ I-o c6 Q II J Q II ~ J c W =rn U W W� 3 z Ito o 0 w 1 NOTE OVERHEAD LINES MUST BE UNDER - GROUNDED AND POLE MUST BE REMOVED AS PART OF THIS PROJECT. PLEASE COORDINATE WITH FRANCHISE UTILITY PROVIDER PRIOR TO CONSTRUCTION. FRANCHISE PERMITS WILL BE REQUIRED. REMOVE EX. DRIVEWAY, REPLACE CURB & RESTORE PLANTER PER LANDSCAPING PLAN SEE C.O.R. STD PLANS 101, 102,103 EX. 'CB# 4 xs I. REMOVE & REPLAC EX. 11 CURB/SIDEWALK AT NEAREST JOINT ------- EX. SDMH#5 EX. SDMH# 4 Fx SSMH# 1 ! CB# 1 EX. SDMH# 2 �- EX. SDMH# 1 Q0 �o 0 + N LO Q z'360 ACK OF WALK 4 z 5 ROW DEDICAT N-1 25' ELEV=354.7f ^LO STA. 7100,30 6 98.81 STA. 7+85t +1 EXISTING GROUND CB#1, TYPE 1 UTTER GRADE 1� ^ AT CENTERLINE W/VANED GRA BOW ELEV=354.55t RIM=353.88 FINISHED GRADE AT STA cn Ln - IE-351 06; 8 ()351.08 CENTER INE ELE .5+32.50 =352.06 . . . . . 25'. ROW . 1-1.5' ROW DEDIC I 1.20% - 100 LF 8" CPE ® 1.1 % 61 LF 8" DI 1.31q 0 i10, ... ... .00% f-.. 25' ROW . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . ... ... .. .. . .. ... .. ... PROPOSED . ... ... .. .. ... .. ... .. .... ... ... �. ... ... ... ... . .. 8 WA TER ........... . +37. 7, 0.16 R STA: B13, TYPE 1 GRATE ... . . ... ... .. .................... 182 LF 8" PVC @ 1.007 ........... 5 ......... 98.39, 0.56' RT . - - - --I 66 LF 8" PVC @ 1.0 %NED 52.28RIM _ CB 2 TYPE 1 # , /VANED GRATE STA: 8+13. 3, 6' LT PROPOSED " SEWER IE389'�0 (N' W . . . 3488 OVER SSMH #1 (CONSTRUCT EXMAIN) STA: +47.74, 6' LT RIM=359-k68 52.58 349.18 (N) RIM-354.9 (MATCH EXISTIN) SSMH . . . . . . . . . . . . . . . . . . . . . . IE= N,S 8» ( ) #2 IE=344.56, 8" PVC. (S) .. RIM= 54.56 . . . 49.98 S :5+64.53; 6' LT IE=344.56, 8" CONC. (E) IE=3 5.32 8" PVC S SS H #3 IE=344.46, 8 CONU W IE-3 5.22, 8" PVC (N) RI=352.37 (SEE C.O.R. STD PLAN 400.1 .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . IE 347.14, 8'. PVC . N) . .......... ................... ... EXISTING PROFILE' ....................................................... GRADE ... .......................................................................... .......... PROPOSED PF OFILE GRADE co`0 C.� to �� to �� wry 00 �� co to�- �. o.N off.. rn ... �o �.� � o.� N ... ... . rn . ... ... � e} .� . .� . LO �LO e} .� .�t �.rcj . .� Nj � to Lc�i Nj LC).(y . �. "� N. .� N .nj �. Cy. .� W Li W W W 4 W W W. W W. W. W W. W W W Li W .W W 330 8+20 8+00 Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division 407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433 7+00 6+00 ROAD A (TRACT B UNIT LOT DRIVEWAY) HORIZ. 1 "=20' VERT. 1 "=5' SURVEYED: SCALE' SDM VERTICAL: NAVD 1988 DESIHORIZONTAL- W1 '+ = 20' HORIZONTAL- 198311991 NEM DRAWN: TLK ONE INCH DATU M 1 AS-BUILTS KMR 05122123 KMR CHECKED: AT FULL SCALE NEM IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: NEM SCALE ACCORDINGLY 355 STA. 5+20.5f MATCH EX GUTTER ELEV=351.83t 350 345 340 335 I 330 5+00 CITY OF RENTON Planning/Building/Public Works Dept CONSTRUCTION NOTES: 01 STA: 7+0&306+98.81 C611, TYPE I W/VANED GRATE RIM=353.88 IE=351-24, 8" (S) 351.08 SEE C.O.R. STD PLANS 200.00 02 100 LF 8" CPE ® 1.10% Q3 STA: 5 i 9&05 5+98.39, 0.56' RT C8#2, TYPE I W/VANED GRA TE RIM=3§2.68- 352.58 IE=35a 8" (N,S)349.98 SEE C.O.R. STD PLANS 200.00 ® 61 LF 8" DI ® 1.18%1.31 % 05 STA: 5 i 3&46 5+37.47, 0.16' RT C6113, TYPE I W/VANED GRA TE RIM=351.94 352.28 348.98 (W IE=349-.2 8" (N,S,W)349.18 (N) SEE C.O.R. STD PLANS 200.00 © 51 LF 8" CPE ® 0.50% 07 4'X6' (ID) BIOPOD BIOFILTER UNDERGROUND MODEL BPU-4618 RIM=352.60 IE IN=349.04 IE OUT=347.04 SEE DETAIL SHEET 7 ® 18 LF 8" CPE 0 0.50% 09 STA: 3+3&515+35.37, 68.32' LT C614, TYPE 2-48" RIM=35k5:h 352.51 IE=348.2-3, 6" (SE) 344.86 IE=3446" (N) 344.66 IE=34+4 12" (W) 344.46 QO 3B LF 12" CPE ® 1. e6N 2.51 % 11 CONNECT TO EXISTING SDMH RIM=352 10 352.08 IE=340.17 (18"PVC-N) IE=340.05 (18"PVC-S) NEW IE=34+13 (12" E) 343.68 ® SAWCUT AND REPLACE IN KIND SEE C.O.R. STD PLAN 110 ® 18"x18" CONCRETE YARD DRAIN W/METAL GRATE RIM=3535-- (MATCH FG)354.14 IE=35030, 6" (S,SE) 350.44 (S) 351.44 SE) ® 18 x18" CONCRETE YARD DRAIN W/METAL GRATE RIM=352.,- (MATCH FG)353.32 IE=349.-70, 6" (N,SE)349.82 (N) 350.82 (SE) © 18"x18" CONCRETE YARD DRAIN W/METAL GRATE RIM=3532f (MATCH FG) IE=346.95, 6" (N,SE) ® 96 LF 6" PVC % 2.00% ® SDCO RIM=352.8_+ (MATCH FG) IE=346.85, (N,NW,S) ® 5 LF 6" PVC ® 2.00% 19 SDCO (OVERFLOW) RIM=352.6f (MATCH FG) IE=346.95, (SW,S) ® 69 LF 6" PVC ® 14.25% NOTES: 1. ALL CONSTRUCTION MATERIALS AND CONSTRUCTION TECHNIQUES SHALL BE PER CITY OF RENTON STANDARDS AND SPECIFICATIONS. 2. MAILBOXES SHALL BE PER LISPS STANDARDS AND APPROVED LOCATIONS. y 0 5 10 20 NORTH SCALE 1" = 20' © SDCO RIM=353.4-+ (MATCH FG) IE=349.60, (N,NW,S) ® 5 LF 6" PVC ® 2.00% ® SDCO (OVERFLOW) RIM=353.5.+ (MATCH FG) IE=349.70, (SSW) ® 6 LF 6" PVC ® 3.33% ® SDCO RIM=353.4-+ (MATCH FG) IE=350.50, (NE,S) ® 5 LF 6" PVC ® 2.00% ® SDCO (OVERFLOW) RIM=353.5.+ (MATCH FG) IE=350.50, (NSW) ® 6" PVC ROOF DRAIN ® 1.0% MIN. (TYP) ® 5 LF 6" PVC ® 2.00% ® SDCO RIM=352.5f (MATCH FG) IE=348.33, (NW,W) © 78 LF 6" PVC ® 2.00% ® SDCO RIM=3530.+ (MATCH FG) IE=349.89, (NE, W) ® 35 LF 6" PVC ® 2.00% ® SDCO RIM=3534_- (MATCH FG)353.35 IE=350.59, (NSW) ® 21 LF 6" PVC ® 2.00% ® SDCO RIM=3535- (MATCH FG)353.42 INV=351.01, (NE,S) ® 12 LF 6" PVC % 2.00% ® SDCO (OVERFLOW) RIM=353.5-+ (MATCH FG) IE=351.25, (NSW) ® 18"xl8" CONCRETE YARD DRAIN W/SOLID LID RIM=353.5f IE=351.25, 6" (SW) ® 40 LF INFILTRATION TRENCH BMP WITH 6" PERFORATED PVC PIPE (LEVEL) IE=351.25 BOTTOM OF ROCK=349.75 SEE C.O.R. STD PLAN 225.20 ® 75 LF INFILTRATION TRENCH BMP WITH 6" PERFORATED PVC PIPE (LEVEL) IE=346.95 BOTTOM OF ROCK=345.45 SEE C.O.R. STD PLAN 225.20 ® 50 LF INFILTRATION TRENCH BMP WITH 6" PERFORATED PVC PIPE (LEVEL) IE=349.70 BOTTOM OF ROCK =34&20 SEE C.O.R. STD PLAN 225.20 ® 45 LF INFILTRATION TRENCH BMP WITH 6" PERFORATED PVC PIPE (LEVEL) IE=350.50 BOTTOM OF ROCK=349.00 SEE C.O.R. STD PLAN 225.20 ® STA: 7+03.67, 9.6' RT INSTALL NDCBU 11 BOXES PER DETAIL ON SHEET 10 AS -BUILT DRAWINGS PLAN THESE AS -BUILT DRAWINGS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITIONS AS OF 05122123 DATE SIGNED BY: KEVIN M. REESE 00 Q_ C 05/22/23 W-408202 � PROFESSIONAL ENGINEER OR DATE S-408202 0 PROFESSIONAL LAND SURVEYOR R-408206 IN COMPLIANCE WITH CITY OF RENTON STANDARDS F- M.1? of wasgl40 49917 �w S7VE 0NAL LA10��4z 5/22/23 28 HUNDRED UNIT L 0 T SUBDIVISION GRADING, DRAINAGE, UTILITY PLAN & PROFILE Q) W CITE., 1211312021 2) OOK: N/A PACE., PAGE: NIA T DRAWING NO.,y 1666.3 oo SHEET., 6 OF., 12 N