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OWNEL. oe: : mes ees gS3 aud EXTEND -" LLEK, PIPE DISCHARGE FROM LOT 28 : LOM 199 CARIACE SIVE 12°18." DIA. x 4' BELL ANO me es ave ? ALL DRA PIPES DISCHARGING = Vg) | | Sele Or IPE | WITH 8° DIA. | : ae (IN SOME CASES LONGER PIPE OR STACKING MAY BE REQUIRED). CAST CONCRETE ON BOTTOM sf WN 01 ° 14 / 0 2 6 VICINITY MAP 102 1K, | I | i | | SI T E PL A N fo r KA R L BE S T PE R C O # 97 0 3 2 . | 50 1 ° /4 02 " W 4°ELEX. PIPE mS 5 tes /SCHARGE FROM : Se 7 -_ --f 218 29 | ee ATS. Bis GENERAL NOTES : os ei 3 BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCT MEETING MUST BE HELD WITH THE CITY OF RENTON DEVELOPMENT SERVICES DIVIS PLAN REVIEW PROJECT MANAGER. C2) i Sue . All construction shall be in accordance with the latest edition of the | Standard icing c Dee. ee Bridge and Municipal Construction" prepared by W.S.D.O.T., (APWA), as amended by the City of Renton. te e B/ 0 - SW A L E ro . Ss W Q f RE N T O N HE I G H T S T : : Mar? | < 5 ; | > alae : The storm drainage system shall be constructed according to the approved plans which are on file v RIP -RAP Be LQL/PLEX . } - eee ci ee ALL ROOF DRA/KS JO L/SE e are Footage of the site "<5, a : City of Renton. Any deviation from the approved plans will require written approval from the | x (2 ve | ; hh SPLASH BLOCKS e IC ag per floor : cH c yw ; Ae Renton Development Services Division. ae <2. sist fie 394 . CA | a 3 ee" |] ona . 4. A copy of these approved plans must be on the job site whenever construction is in progress. af % ao 5. Datum shall be U.S.G.S. unless otherwise approved by City of Renton. Reference benchmark ‘nd ¢ atte ae bE are noted on the plans. . a Ex, DRIVE — : : et spaces: nis 5 3 LARD SCAPE ae “ Pa ‘ Q Pong 2S. ; 6.) Ful ick 9 akon facilities must be in operation prior to clearing and building ¢ construction, and t A nia a i p ; alt = 3) ROK LINE 2 pee pact 0 i must be satisfactorily maintained until construction is completed and the potential for on-site erosion. : — = =~ | siz ee passed. CI T Y OF RE N T O N /B u i l d i n g / P u b l i c Wo r k s De p t . All retention/detention facilities must be installed and in operation prior to or in conjunction construction activity unless otherwise approved by the Development Services Division. mm e r m a n P. E . , Ad m i n i s t r a t o r : = . eee ho a : . a : Grass seed may be applied by hydroseeding. The grass seed mixture. other than pee! of &. Zé. B'S: f eg - I 330. m 2 - ; f 5 oe m . = Ae ea be i standard mixes. shall be submitted by a Landscape Architect and a ie ! TOP 389. 73 pn4 EX/37, LURB—F 4 2 tee ieee ; oe Division. Z Pl a n n i n g Gr e g g | | | EX, S0O.MH. 70P 390.32 \ 4 4E. 3285,023g a ~ ae CITY OF REN ‘a AT FU L L SC A L E IF NO T ON E IN C H SC A L E AC C O R D I N G L Y BA C K “ UR B FA C AP P R O A C H C 3/4! / Pe" PRAIN ROCK 70 SURFACE ami 18” ON md € ten APPROACH ) GUTTER SHOWN \— SEE DETAIL “A” = FOR MONOLITHIC CURB SM : oe : SECTION A=A , 3 F° PREF PVE PaaS gs Bix ia TGAL DES N tbs woeW . te 'o LipAL DESCRIPTION + > zt ie * 7 i t | ke 3/16" SCORE LINE La . Los - Tax#202305-9147-09: ; \ : ei : : E! io TR-202305-9147-09 Tax Lot 147, Lot 2 of FILTER — : no ~ | J a | vy | / — FABRIC 136 "once SO ry 7 1 : | | ee / Renton SP #275-79, Rec#7907209017 SC Plat ) . ‘e a | ~~ ree : ae? 33 , A } / DAT-PORSW TO P O BY PE R C O |NEILTRATIOM/ ‘\ | a * fe ne els tap oA. |: i a ; LOT 3_- Tax#202305- 9147- D8: DISPERSION TRENCH : ay 4 : ; es. a Lt - Bial” STR-202305-9147-09 Tax Lot 148, ‘Lot § OF VTS : Aa Rips ays c CURB if —— a: { Renton SP #275-79, Rec#7907209017 SC Plat NOTES: 7 aa | = . | : ‘ QC wee DAT-PORSW QUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15° C/C NOR LESS THAN 10° C/C. THEY SHALL NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL GE 2-1/3" DEEP. 1/2" THRU JOINTS SHALL BE PLACED AT BACK, SIDES ANO FRONT (BEHIND CURB) OF APPROACK 4NO IN CURB/GUTIER TO DUMMY JOINTS. CEMENT CONCRETE SHALL BE CLASS SICO AIR ENTRAINED. ALL JOINTS SHALL GE CLEA D. Aue i‘ B ‘ peecoes es ae <a eto WTH CURB ANO GUTTER, BUT MAY BE POURED ; ak ; as on OF OWNER/ DEVELOPER ~ MIEGRAL WH STANDARD CURB (SEE DETAIL "A"). ee : ; nae >. Cy, , aaa Gene SHALL GE 95% MODIFIED PROCTOR, Be as <3 ; Mian Rerdees dacs STORM LAKE RD. SNOHOMISH, WA. 98290 PHONE:( 206) 334-9430 CEMENT CONCRETE APPROACH ee oe | ai peas DRIVEWAY DETAIL ae oe | ~~ oh NZS. : Nee eae DAN PARRENT, PE. Phone (360) 629-6710 RENTON HEIGHTS TOWN, N , SITE PLANs . FOR 0% RE V I S I O N