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HomeMy WebLinkAboutAB-0377109N CO LO Nr LLI 17 0 w z I of , A PORTION OF THE NW 1/4, SE 1/4, SECTION 9, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON TRUNCATED DOMES RECORD D RAW I N G PER STD. DWG F010.2 _ _ TO BE SET ON CONCRETE. s MONRQE AVE. NORTH INT'X MONUMENT FOUND TACK & LEAD IN MONUMENT CASE DVQ ' Pam`, STA. 10+00, NE 7TH STREET p $ NE �'Lh OD A 31 0()003 2 HALF STREET GRIND CB 4 TYPE II-48 PUBLIC AND OVERLAY TYP. I STA. 18+06.0, 6.0 LT. \� I W/SOLID LOCKING LID ll" RIM=394.38 394.87 °DTI IE=391z25,, 12" 389.37 --- WEST ADA COMPLIANT CONCRETE RAMP o0 7' P RATION BETWEEN y PIA/w-1 Z„s STORM AND WATER MAIN CB 2 CURB INLET PUBLIC) NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT Z STA. 19+07.04, ' 5.17 LT. CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL FTl T1 GRATE=399c88 399.09 TO BE SET ON CONCRETE. EAST ADA COMPLIANT CONCRETE RAMP AR 4000 REQUIRED AT SAWCUT LINES BETWEEN NEW AND EXISTING JOINTS. CITY OF RENTON STANDARD LATERAL AND PARALLEL TRENCHING DETAIL REQUIREMENTS ARE APPLICABLE. = E=39799 8" 396.87 0.84% 4A1f, �+ ry 29LF25EF. 12" N-120S- . ADA COMPIANT RAMP WITH INSTALL PRIVATE STREET SIGN z TRUNCATED DOMES WILL (A PER DETAIL rih I' 111� IVl�u NOTEi EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITTES PRIOR TO COMMENCING CONSTRUCTION, NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION, CALL BEFORE YOU DIGS 811 FIXED OBJECTS SITUATED IN THE LOCATION OF THE PROPOSED ACCESS MUST BE RELOCATED AFTER OBTAINING OWNER APPROVAL NO INDIVIDUAL DRIVEWAYS WILL BE GEODIMENSIONS, INC. ALLOWED OFF OF NE 7th STREET REPRESENTS THE RESULTS OF A SURVEY CONDUCTED IN AUGUST, 2015 ALL UTILITIES SERVICING RECORD-- DRAWING INFORMATION ADDED BY NEXT TO DRIVEWAY APRON. ) N ? CB 1 TYPE II-48" PRIVATE) THE SITE SHALL BE (WILL BE FIELD FIT AT CONSTRUCTION) 1 ® STA. 40+34.0, 8.74 LT. UNDERGOUND W/THRU CURB INLET -{ - GRATE=408-08 399.72 END OF ROAD 26' EASEMENT IE=39430; 12' 394.37 STA. 42+47.06 IE=394.80, 6"(E) CB 3 TYPE II-48" PUBLIC ELEV 403.0 STA. 19+07.04, 6.o D + 5' PIERCE AVENUE NE(PRIVATE) 217.06' � LOT DRAINAGE NOTES: W/SOLID LOOKING LID + - - - RIM=399 1-3 399.53 0 -f-ev SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE IE=396.80 8"�N) 396.93 IE=394.6z, 12' W,N) 394 23 (W) & 394.13 (N) `O o _ _41 00 _ _ 42 0$ 0 LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST E=395�3&, 12"�E) �� 4 `O MANAGEMENT PRACTICES AS LISTED IN THE TABLE BELOW AS WELL AS ANY x SSMH a '� j �� LEN EASEMENT DECLARATION OF COVENANTS AND GRANTS OF EASEMENT. COMPLIANCE WITH 396.03 'IM=399 72 �.�� THUS STIPUTAION MUST BE ADDRESSED IN THE "SINGLE FAMILY RESIDENCE L=391.16, 8" w�"I I - - - BUILDING PERMIT DRAINAGE REVIEW" WHEN ANY APPLICATION IS MADE FOR A STA. 40+00, PIERCE AVE. NE CENTER 20' DRIVEWAY APRON 2 EXISTING NUTCB 16 SLOT EACH POST OFFICE O APPROVED COLLECTOR BOXES. INSTALLED DURING NE 7TH 3-PACK SHORT PLATS FOR USE BY NE 7TH NORTH AND NE 7TH NORTH PHASE 2 11 w Z a v7 U Y Fr w V s ¢r:a bi s nI° WCD W U z ce v m of w 2. inU� 405 NE 7th STREET rn � co0 - rn a W WQ 400.. 12®5=2.36% 90LF., 12'PUB 0 EX. 8" W.M. 39.5 '✓ 4.98% _may .'i �.'feJ'.`... O. .II gBLF 12" N-1 �A4kf UBL1C 11 390 (PUBLIC) �k. CB 3, TYPE 11-48 W SOLID LOCKING LID (PUBLIC) RIM=399.l3 399.53 ICB#4,TYPE II-48" IE=396.80 8" �N) 396.93 RIM--- , 394.87 IE=391.92? 12' W,N) 394.23 (W) & 394.13 (N) 38`5 IE-Z9;� 12" IE=3r35.98 12' E) 18+00 389.37 396.03 19+00 20+00 OFFE ENGINEERS 0F� 13932 SOUTHEAST 159TH PLACE - RENTON, WASHINGTON 98058 PHONE: 425-260-3412 27460 o� PISTEFZ. CONTACT: DARRELL OFFE, P.E. sS ri",0" �.1 z -�OF_OF�x�SIUI� _ _ _ _ _ _ _ _- _ :7�--TO ELEVATION=401.57 �\ P OF 2x4 STUBDRIVEWAY APRON TYPE R1-STORM r+ J ELEVATION=404.16STD. PLAN 104.3 TOP OF 2x TUB p110LF. 6° PERF. PI PRIVATE ELEVATEN=402.50 4 5 CONNECTION TYPIC115 v0O� $22� LENGTH EASEMENT STA. 19+92.0 END 5 S- 1 W LK r---- 1 �i*"'"' 6 CONCRE-'E' RAMP END CURB, GUTTER, LANDSCAPE STRIP INSTALL 12" PLUG STA. 19+98.0, 9.0 LT. IE=398.00, 12" UTILITY CONFLICT NOTE: PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. ON USING TYPICAL �j w � N Q w Obi M 00 Lo n 07 O of z L] ui0) o� o 0 0 0 0 0 M d' m d 0 0 d' 0 0 0 d U Lu n.la w v za w 00 rn OF ROAD 405 405 - o PIERCE AVENUE NE 405 (PUBLIC) CB 2, CURB INLET GRATE=399.80 399.09 +1.28% u7 LOJ IE=397.Gg 8' 396.87 400 400 ; - 400 I! !! 0 _ - PROPOSED "m (PUBLIC) -- 395 395 li .... .... PROPOSED 8" SEWER- (PUBLI,C) _ 395 L!. II .......... r (PRIVATE) 390 390 CB 1 TYPE 11-48„ 390 11 W/THRU CURB INLET Cu 3. TYPE W SOLID LOCKKINGING LIDGRATE=400:6& 399.72 IE=394.80, 6" RIM=3913 399.53 IE=394.36, 12" 394.37 IE-�Q, 8"t N) 396.93 29LF � J��` IE--�2, 12' W,N) 394.23(W 2.66 12" N-121DS� Bz'�1r 385 IE= 99 12' E)396.03 \\ 0.84% (PUBLIC) 40+00 394.13(N) 41 +00 42+00 01/26/20151 NO. REVISION SITE SURVEY & MAF DMMED: D.L. OFFE, P.E. DMWN: D.L. OFFE, P.E. CHECKED BY DATE APPR Aaom ��`�' CITY OF SCALE "oNtA: W 10l,7 1w1 A RENTON WE 1NON� DATUM AT FULL SCME Planning/Building/Public Works Dept. IF NDE ME I14tl1 S� ACCOflgNDLY BUILDING PERMIT FOR THE LOT. SEE SHEET 7 FOR MORE DETAILS, LOT NUMBER BMP TYPE PER LOT 1 2 1-PERF. PIPE CONNECTION / 1-TRENCH DRAIN 3 MAXIMUM IMPERVIOUS 2,600 SQ. FT. / LOT 4 b. COMPLIANCE WITH THE BMP REQUIREMENT MUST BE ADDRESSED IN THE SINGLE FAMILY RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN AN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT. c. ALL CONNECTIONS TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA A PERFORATED PIPE CONNECTION. d. ALL INDIVIDUAL FLOW CONTROL BMP's SHALL BE PRIVATELY OWNED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER. ODRIVEWAY ENTRY W/LANDSCAPE STRIP PER DETAIL ON SHEET 6 CURB RETURNS STA. 41 +40.22, 10.0' RT. L=39.85' ELEV=401.84 E OR=25.00' DELTA=88'58'41 " DELTA/2=402.25 IE STA. 41 +65.21, 35.59' RT. ELEV=402.66 FL B R=25.00' L=38.68' STA. 41 +85.25, ELEV=402.89 E 34.42' RT. DELTA=88'39'33" DELTA/2=402.81 IE STA. 42+ 10.24, 10.0' RT. ELEV=402.73 FL vR=377 101' GRAPHIC SCALE 0 15 30 60 1 inch = 30 feet RECOMMENDED FOR APPROVAL Byl Date By, Date, By: Date_ Byl Date NE 7th NORTH PHASE 2 SCOTT DONOGH HOMES, INC. ROAD / STORM PLAN & PROFILE 3518 NE 7th Street 01/26/2015 MELDS": PAM 5 ­13 ©mom D 0 '7U1 i n NZ T IT S J