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HomeMy WebLinkAboutZK SHORT PLAT INFORMATIONALPLANS.pdfQ 0- rr O N LOT DRAINAGE NOTES: SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST MANAGEMENT PRACTICES AS LISTED IN THE TABLE BELOW AS WELL AS ANY DECLARATION OF COVENANTS AND GRANTS OF EASEMENT. COMPLIANCE WITH THUS STIPUTAION MUST BE ADDRESSED IN THE "SINGLE FAMILY RESIDENCE BUILDING PERMIT DRAINAGE REVIEW" WHEN ANY APPLICATION IS MADE FOR A 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. U) 381.50, 12"(OUT) WEST ADA COMPLIANT RAMP A PORTION OF THE NW 1/4, SE 1/4, SECTION 9, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON MONROE AVE. NORTH INT'X MONUMENT / FOUND TACK & LEAD IN MONUMENT CASE STA. 10+00, NE 7TH STREET I NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL 2" HALF STREET GRIND STA. 13+25.0, 6.0' INSTALL 12" PLUG IE=386.59 REPLACE EXISTING NUTCB W/16 SLOT 385.35, 6"(IN) 384.53, 12"(IN) CB##3. TYPE II -48" (PUBLIC STA. 13+92.32, 6.01T. W/SOLID LOCKING LID RIM=388.66 IE=383.06, 12" NE) IE=381.46, 12" N, S) IE=381.56, 12" W) 50LF., 12"N -12@S=1.05% (PUBLIC) iL IN I U LXIJ I Ub '!.A - 7 7Z IE = 381.00 12' N (NEW) IE = 5bU.9,5 12 5 IE = 381.53 8" E NEWPORT COURT NE • Im g zz' p STORM FILTER MANHOLE �� SEE SHEET 7 FOR FILTER MANHOLE DETAIL _ Y PRIVATE ROAD INT'X / STA. 14+06.58, NE 7th St. STA. 50+00.00, NEWPORT CT. NE z I CENTER 20' DRIVEWAY APRON m DRIVEWAY APRON TYPE R1 -B J STD. PLAN 104.3 m m 28LF, 12" D.I. ©S=5.14% GA " _ (PUBLIC) . OD ii < u ii m t+ ,3 C4 C4 C4 CD C4 o �01 , o (PUBLIC) r:> '4 i0 � o m STA. 14+20.0 15.08 LT. N J J m CB#2, CURB INLET m N 00 � I� RIM=386.50 o IE=384.50, 12" n �' ASPHALT ADA COMPIANT RAMP (WILL BE FIELD FIT AT CONSTRUCTION) 10' SEPERATION BETWEEN Lu Z STORM AND WATER MAIN $",4,z L >: .,.. Ym m•. m ✓ 00 0 0 PRIVATE o DRAINAGE EASM'T fel.) 1OLF.. 6" PERF. PIPE (PRIVATE) CONNECTION (TYPICAL) r------------ ----- -- - - - - - � 1 \,O 1 91 24LF. 12 N -12®S=0.17% (PUBLIC) 65 STORMFILTER MANHOLE �g� (PRIVATE) STA. 50+33.0,13.5 LT. 6"PVC ©1.00% MIN.- - - -J - (PRIVATE) 389.52 7 N 03'53" W m w z� O� 1 1 I 390 10' 10' I- I NEWPORT COURT NE TW=388.3 GND=388.0 12" D.I.®S=1. mtj o (PRIVATE) (PRIVATE) I;' O� Cc STA. 50+31.50 9.08' RT. CB#1, TYPE 1 -L W/THRU CURB INLET ` Ln fl 1 1 A -7 O-7 A r\ LIMITED INFLITRATION USING GRAVEL FILLED TRENCHES, TYPICAL EACH L( _9 ai 9� ::E O O 0 z m rr1 J o v r I goo we Lu Z $",4,z L Ld �uj Z N � Q N 1 1 � OP 83 \' PRIVATE h DRAINAGE EASM'T 1 r- vo r"), 00 w06 w 390.14 LENGTH OF EASEMENT -N F-- Com00 .w m w ----- 00 00 00 00 z M M O 0� 00 o� --- N 1� 90 0� o rn . 0 --- ------------------ ------- ------ --- 1 � _1 UTILITY CONFLICT NOTE: PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. 0F� 2-° 27460 ANAL NO. 05/25/2017 REVISION SURVEYED: TOUMA ENGINEERS DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. CHECKED: BY DATE APPR APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 11111• EXISTING UTILITY L❑CATI❑NS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND H❑RIZ❑NTAL L❑CATI❑N OF ALL EXISTING UNDERGROUND UTILIITES PRI❑R TO COMMENCING C❑NSTRUCTI❑N. NO REPRESENTATI❑N 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 L❑CATI❑N, CALL BEFORE YOU DIGI 811 FIXED OBJECTS SITUATED IN THE LOCATION OF THE PROPOSED ACCESS MUST BE RELOCATED AFTER OBTAINING OWNER APPROVAL NO INDIVIDUAL DRIVEWAYS WILL BE ALLOWED OFF OF NE 7th STREET ALL UTILITIES SERVICING THE SITE SHALL BE UNDERGOUND END OF ROAD/26' EASEMENT STA. 52+68.75 ELEV=390.35 HALF STREET GRIND AND OVERLAY PAVEMENT RESTORATION IS APPLICABLE ON PROJECTS DEPENDING ON FIELD CONDITIONS AND WILL BE FIELD SPECIFIED BY THE INSPECTOR. NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL AND FIELD SPECIFIED BY CITY INSPECTOR. CITY OF RENTON Planning/Building/Public Works Dept. AR 4000 REQUIRED AT SAWCUT LINES BETWEEN NEW AND EXISTING JOINTS. CITY OF RENTON STANDARD LATERAL AND PARALLEL TRENCHING DETAIL REQUIREMENTS ARE APPLICABLE. GRAPHIC SCALL' 0 15 30 60 I inch = 30 feet AS -BUILT APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: (C) ^ 'T L J O O LOT T a J BY: DATE: BY: DATE: BY: DATE: Q J DATE: ZK SHORT PLAT 05D/25/2017 TP HOMES, LLC FIELPAGE: TO ROAD / STORM PLAN & PROFILE DRAWING N0: i 3402 NE 7th STREET SHEEP: OF: 5 13 N Lu Z Ld �uj Z N 00 O Q N � 00 r- O r"), w06 w F-- Com00 .w 00 00 00 00 00 00 0� 00 0� 00 rn 00 O o rn . � U � II II .0 m: ........................................ . . . . . . . . ........... Ld . ...........................395: z a_ z z END OF ROAD w 00 STA. 52+68.75 I+ .395 NE 7th STREET 6 0 395 390 - 390 ...................... ..o.o + + ..... ..... ..... ..... ..... ..... .....+ O In ��- -. +0.99% -_ -1t to - - - 50LF. 12"N -12@S=1.05% (PUBLIC)----=-- -� 390 ��:�, C4,�, 390 385 Q. II --- --------_ ------- � 385: ...II _ III ---- - . -J�1 -- __-_- _-- I„I II 385 - - 385 380 = - -I I I I 380 ....................... ..... ..... ............ (PUBLIC) ....i, I�............. ............ NEWPORT ...... COURT NE ..... ..... ..... STA. 13+25.0 6:0' LT. --- TIE INTO EXIST CB i i FILTER STRUCTURE PRIVATE INSTALL 12" PLUG IE=386.59 __ -- RIM = 3.86.23 i i RIM -388.05 IE=385.35; 6" QN) 67LF. 12"N -12®S=7.51% IE = 381.00 12' N (NEW) -------vi IE -384.53 12' IN) PUBLIC (PUBLIC) CB 2, CURB INLET PUBLIC IE = 380.93 12' S -- , , : = IE -381.50, " 12 OUT) . . . . . . . . . . . . . . . . . . . . . . . . CB 3 TYPE . . . . . . . . . II -48" PUBLIC . . RIM=386.50. . IE=384.50, 12" . IE _ 381.5.3.8,,.E i . j, . . . . . . . . . 24LF. 12" N -12@S=0.17% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W/SOLID: LOCKING LID 28LF, 12" D.I. @S=5.14% CB.#3, TYPE II -.48" (PUBLIC) . I (PUBLIC) RIM=388.66 IE=383.06 12" NE) (PUBLIC) W/SOLID LOCKING LID RIM=388.66 CB 2, CURB INLET PUBLIC IE=381.46, 12 NIS) : IE=383.06, 12" NE) - .50 RIM -386 . 3+00 IE=381.56, 12"'W) . . . . . ... . . . ... . . . ... . . . . . . . ... . . . IE=381'.46, .1.2„ NIS) . r_-. JO+00 IE- 4.5.0; .12 . 51 +00 52+00 .14+00 IE=381.56, 12" W) OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. 0F� 2-° 27460 ANAL NO. 05/25/2017 REVISION SURVEYED: TOUMA ENGINEERS DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. CHECKED: BY DATE APPR APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 11111• EXISTING UTILITY L❑CATI❑NS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND H❑RIZ❑NTAL L❑CATI❑N OF ALL EXISTING UNDERGROUND UTILIITES PRI❑R TO COMMENCING C❑NSTRUCTI❑N. NO REPRESENTATI❑N 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 L❑CATI❑N, CALL BEFORE YOU DIGI 811 FIXED OBJECTS SITUATED IN THE LOCATION OF THE PROPOSED ACCESS MUST BE RELOCATED AFTER OBTAINING OWNER APPROVAL NO INDIVIDUAL DRIVEWAYS WILL BE ALLOWED OFF OF NE 7th STREET ALL UTILITIES SERVICING THE SITE SHALL BE UNDERGOUND END OF ROAD/26' EASEMENT STA. 52+68.75 ELEV=390.35 HALF STREET GRIND AND OVERLAY PAVEMENT RESTORATION IS APPLICABLE ON PROJECTS DEPENDING ON FIELD CONDITIONS AND WILL BE FIELD SPECIFIED BY THE INSPECTOR. NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL AND FIELD SPECIFIED BY CITY INSPECTOR. CITY OF RENTON Planning/Building/Public Works Dept. AR 4000 REQUIRED AT SAWCUT LINES BETWEEN NEW AND EXISTING JOINTS. CITY OF RENTON STANDARD LATERAL AND PARALLEL TRENCHING DETAIL REQUIREMENTS ARE APPLICABLE. GRAPHIC SCALL' 0 15 30 60 I inch = 30 feet AS -BUILT APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: (C) ^ 'T L J O O LOT T a J BY: DATE: BY: DATE: BY: DATE: Q J DATE: ZK SHORT PLAT 05D/25/2017 TP HOMES, LLC FIELPAGE: TO ROAD / STORM PLAN & PROFILE DRAWING N0: i 3402 NE 7th STREET SHEEP: OF: 5 13 N Cc) 'T^ L J N O O LO T PFN,e" Q J n I - Cr O Cl) v N Cc) 'T^ L J N O O LO T PFN,e" Q J n I - Cr O Cl) v N