No preview available
HomeMy WebLinkAboutR-373508N CD (O L() O O _M N Y CC a Z 0 J 06 Q (L Z O U) J ACCESS MANHOLE DLID LOCKING LID 17.50 2C I I I 7 +04.0` 3 .0' T. \ \ — - - -- - -- 207.Och / \ \. INSIFIF CnRNFR Al' c 1 1 INSID CORNER — ELEV--�207.0 1 !0 7+00 — -- _ I SOUTIA,, 55th STREET IN LT. `INSIDE CORNER — SC6TA. X0 1 ELEV 2 07.0 M �Q GRAPHIC SCALE 10 20 LT- ......... .......................... 230.. 200 200 200: CROSS SECTION © SOUTH WALL CROSS SECTION @ ACCESS MANHOLE VIEWING NORTH STA. 7 +06.0 VIEWING WEST VAULT TO BE CONSTRUCTED UNDER SEPARATE BUILDING PERMIT OFFS ENGINEERS 13932 SOUTHEAST 159TH PLACE — z RENTON, WASHINGTON 98058 PHONE: 425- 260 -3412 A�o�FPFC s o�Gq CONTACT: DARRELL OFFE, P.E. Sine: F RECOMMENDED, DETENTION VOLUME REQUIRED: 671 CU. FEET By 'v Date, (D//7//&/ DETENTION VOLUME PROVIDED: 1.,440..CU... FEET .......... ............................... 24 "4 ACCESS MANHOLE By, WATER QUALITY REQUIRED: 4,419 CU. FEET: By, W SOLID LOCKING LID WATER QUALITY PROVIDED: 4,896 CU. FEET. RIM = 217.50 24 "0 ACCESS MANHOLE . ............... ................ ........ .......... ......... ....} ............................... W SOLID LO KING C LID RIM 222 50 - j o 24 "2 ACCESS MANHOLE W SOLID: LOCKING LID =.1.... 220 220 RIM 21Z.5.0 ......... . _... __.... _._... ...... .. , 0 . w w N _~ GATE: _ .. ;_ _ F Try 1 _ `INSIDE CORNER — SC6TA. X0 1 ELEV 2 07.0 M �Q GRAPHIC SCALE 10 20 LT- ......... .......................... 230.. 200 200 200: CROSS SECTION © SOUTH WALL CROSS SECTION @ ACCESS MANHOLE VIEWING NORTH STA. 7 +06.0 VIEWING WEST VAULT TO BE CONSTRUCTED UNDER SEPARATE BUILDING PERMIT OFFS ENGINEERS 13932 SOUTHEAST 159TH PLACE — z RENTON, WASHINGTON 98058 PHONE: 425- 260 -3412 A�o�FPFC s o�Gq CONTACT: DARRELL OFFE, P.E. Sine: F STREET FRONTAGE TRENCH INFILTRATION SYSTEM IM LIN. US 1,000 SQ. FT. OF WA4K Q IMPERVIOUS AREA; PER DETAIL LEFT I ■ N 15 MIN. PtCNA 5' ' X Tc DOWNSPOUTS 5'0 Q \ I 90 CU. FT. DRY WELL PER DETAIL RIGHT; PER 1,000 SQ. Fr. OF IMPERVIOUS AREA NOTE: LOT BMP'S SHALL BE: 3,000 SQ. FEET; AND RESTRICTIVE (2)IR T O FOOT TO TRENCH AND/OR DRY WELLS TYPICAL LOT BMP PLAN CRAWL SPACE ELEVATION TO BE ABOVE OVERFLOW ELEVATION OF TRENCH AND /OR DRY WELL N.T.S. R=373508 !Blhi 1. When the driveway width exceeds 15 feet, construct a full depth expansion joint (see Standard Plan F -3) with 3/8" joint filler along the driveway centerline. 2. Construct expansion joints parallel with the centerline as required at 15' maximum spacing when driveway widths exceed 30'. See Std. Plan F -3 for sidewalk details. 3. Curb and gutter shown, see the Contract. Plans for the curb design specified. See Std. Plan F -1 for curb details. 4. Avoid placing drainage structures, junction boxes or other obstructions in front of driveway entrances. 5. When driveway approaches are constructed in a commercial zone, the concrete driveway entrance shall be thickened from 6 inches to 10 inches. This includes concrete approach Types 1 -4, sidewalks constructed behind the driveway apron, and the curb and gutter associated with each driveway approach. 6. Sidewalks at driveway approaches and driveway apron to be 6" min. depth of conrete. 5 � \ ' � V GPP DRIVEWAY VPN�S�\e (BY OTHERS) AROp 16 �P CEM. CONC. CURB & GUTTER (SEE NOTE 3) CEMENT CONCRETE ` 6 �9 DRIVEWAY ENTRANCE SIDEWALK WHERE SHOWN 5 S " SIDE SLOPE (TYP.) DEPRESSED j"? 5 CURB & GUTTER �P�pSEL�F (SEE NOTE 3) �g SIDEWALK & DRIVEWAY APRON v (SEE NOTE 6) CEMENT CONCRETE DRIVEWAY ENTRANCE N.T.S. ""°°'°7 SCALE WILSON PARK &WILSON PARK 2 xo�artw wa ,av iw, pp �r D.L OFFE, P.E. RENTON ROBERT WILSON D.L. OFFS, P.E. are acx DATUM 720 SOUTH 55th STREET 1 PER CITY COMMENTS 6/12/1 awn®: Planning /Building /Public Works Dept. VAULT PLAN & DETAILS c xor are as NO. REVISION BY DATE APPR " CTD: MCA 10/24/201 reraeox 88 ­14 L I �y RECOMMENDED, FOR APPROVAL By 'v Date, (D//7//&/ By ' Date, /o•17.0p By, Date, >' By, Date, STREET FRONTAGE TRENCH INFILTRATION SYSTEM IM LIN. US 1,000 SQ. FT. OF WA4K Q IMPERVIOUS AREA; PER DETAIL LEFT I ■ N 15 MIN. PtCNA 5' ' X Tc DOWNSPOUTS 5'0 Q \ I 90 CU. FT. DRY WELL PER DETAIL RIGHT; PER 1,000 SQ. Fr. OF IMPERVIOUS AREA NOTE: LOT BMP'S SHALL BE: 3,000 SQ. FEET; AND RESTRICTIVE (2)IR T O FOOT TO TRENCH AND/OR DRY WELLS TYPICAL LOT BMP PLAN CRAWL SPACE ELEVATION TO BE ABOVE OVERFLOW ELEVATION OF TRENCH AND /OR DRY WELL N.T.S. R=373508 !Blhi 1. When the driveway width exceeds 15 feet, construct a full depth expansion joint (see Standard Plan F -3) with 3/8" joint filler along the driveway centerline. 2. Construct expansion joints parallel with the centerline as required at 15' maximum spacing when driveway widths exceed 30'. See Std. Plan F -3 for sidewalk details. 3. Curb and gutter shown, see the Contract. Plans for the curb design specified. See Std. Plan F -1 for curb details. 4. Avoid placing drainage structures, junction boxes or other obstructions in front of driveway entrances. 5. When driveway approaches are constructed in a commercial zone, the concrete driveway entrance shall be thickened from 6 inches to 10 inches. This includes concrete approach Types 1 -4, sidewalks constructed behind the driveway apron, and the curb and gutter associated with each driveway approach. 6. Sidewalks at driveway approaches and driveway apron to be 6" min. depth of conrete. 5 � \ ' � V GPP DRIVEWAY VPN�S�\e (BY OTHERS) AROp 16 �P CEM. CONC. CURB & GUTTER (SEE NOTE 3) CEMENT CONCRETE ` 6 �9 DRIVEWAY ENTRANCE SIDEWALK WHERE SHOWN 5 S " SIDE SLOPE (TYP.) DEPRESSED j"? 5 CURB & GUTTER �P�pSEL�F (SEE NOTE 3) �g SIDEWALK & DRIVEWAY APRON v (SEE NOTE 6) CEMENT CONCRETE DRIVEWAY ENTRANCE N.T.S. ""°°'°7 SCALE WILSON PARK &WILSON PARK 2 xo�artw wa ,av iw, pp �r D.L OFFE, P.E. RENTON ROBERT WILSON D.L. OFFS, P.E. are acx DATUM 720 SOUTH 55th STREET 1 PER CITY COMMENTS 6/12/1 awn®: Planning /Building /Public Works Dept. VAULT PLAN & DETAILS c xor are as NO. REVISION BY DATE APPR " CTD: MCA 10/24/201 reraeox 88 ­14 L I �y 0 °z 'v a ; W � z � ' N� o y �F 0 W >' Wa N