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HomeMy WebLinkAboutR-416606DO v r 11 U) 2 cc LL O J J w °TEAMME RAINDUPWAY EN� TO RE OF THUNHAPPY AN PENT TADASHI E Uaaw.RR.u. \ SAM WRAP RANDOM MI mI Of NOTES:AMRMMAUUj PAPER AREAS ARM IMS FELITIOLF THE SITE 2 FOR RESIDENTIAL ARMED GRADUATE VATTANI WAY SAM RE�I IN AMATIM TO THE MEAN ENTRAI THABILRED DEFENDED SHUT UP GO MERCHANT UMOTHMfiDM TO BAHAMAS PURSUE nMG��, ON LET 21 �TMIMWAISSOR :. �` we":m°w1YfN'wr'F"ncCOXvc.'"ees°w+`"`�vre`o'wEo°w°m�'"w:w:`ay.`�s"'"�`cws*seewcu.+ev•Ewme. SEDIMENT THALL BE MAD THE MAY BOOM SWEET SWEEPING AT INACREAM IN THE DMATMONB Of THE ENTRIPME BE ME INSTALLATION OF A "EEL WAS" IF WARSAW 9 USED, IT SMALL BE DOW W AN MAY COVERED RUN CRUMED MEET AMID ANGRY WATER MALL BRAIN TO A SEDIMENT HEAR OR BOND 33 My MMMEW THAT M WEEKLY ONTO PAPERER I MALL HE REMOVED IMMEDIATELY By SIMEYERM TH E SEDIMENT TOLTEC TED By MATEEPING THAI BE MEASURED OR ST�= ON SITE THE PAVEMENT BY ALL ART BE CUMBED By WASHING OMAN THE HOTEL PATENT WHEN SWEEPING 0 NEFFECTNE AI MORE AS A THREAT TO UPON SAFETY IF IT IS NECESSARY TO WALSH THE STREAS A SMALL SHAMIR GOAL BE CONSTRALOTED THE SEDIMENT AMULD MEN BE %INTENDED INTO ME WME ATTEND IT DAN AM CONFIRMED AND EVERYWHERE AFFERAMPRIATELY SAM WATER MUST BE ERNEST II ONTO THIS SUE OHIO STAMM MANHATTAN TO ELEMENTAL es. �» Riu ENNRINGER`SPRING22 " ATE v°u:+`wma°mEND •ER TRANME ca°�°wM' WELL UU S) TRAMANAGED DING SMALL BE ARIA I A TO GOODS FIC WHOM AMED, MANDATE IS NOT TO SWE (AM WASSEAD OF MR 6sro.PUN /2812 8 1 Ru9ucwaNSTABILIZED CONSTRUCT IOry ENTRANCE DEPARTMENT' GAZ 9/26/29 BA :4 aaw.+mNw:::RmRz, Nx +Nwmvwo �nwail DEVELOPER TO COORDINATE ANY WORK ON THE OFF -SITE INSTALL SILT FENCE PER DETAIL ON SHELF 7 TEMPORARY SEDIMENT POND /1 SA REQUIRED�1,550 SF SA PROVIDED�1,630 SF TOP OF POND>•92.5 BOTTOM OF POND>•88.0 MAX WATER SURFACE EL�91.5 W/3:1 SIDE SLOPES INSTALL 18• RISER W/ 1.6. ORIFICE SEE SHEEF 8 FOR DETAILS. .T 'A1- r. .,. TESC PLAN OF ELLIOTT FARMS A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON Ar 30 X30' U.S AI EASEMENT PER REC. NO. \ `80 320223 . 9L.E W TV -. CONSTRUCTION ACCESS IS J ROHIBffED UNLESS APPROVED I A CASE BY CASE BASIS BY 9<� THE Cltt INSPECTOR INSTALL V-DITCH W/ROCK CHECK DAM PER DETAIL ON SHEET 8 TEMP N.G.P.E. FENCE a PER DETAIL ON SHEET 8 R-14 _Rn PROPERTY WITH THE MOLASSES ', \ CREEK HOMEOWNERS \ ASSOCIATION. \ W EX. BUILDING - `� FOUNDATIONS TO � `I' BE REMOVED. l, 1 \ SEE LANDSCAPE PLANS FOR RE -PLANTING \ CI"' OF RE.'C. I IE=B7.72 (n EMERGENCY OVERFLOW SPILLWAY 57 LEE 8• LCPE O 0.5OX 3' WIDE LANDSCAPE BERM 894 k 9° `-9d- N_ ......_ 92 ?� .Y ER - - `� SEE I IX. GRAVEL I 7 �---- DRIVEWAY TO ' `Y BE REMOVED b 4 `. 6 43 42 •.� AOQq \!j 5 1 � �` r 40 '^ 39 ` \\ 38`.-' FER I - .\ 37 CLEARING LIMITS �: ----�� \ 1111.%% 36 60 \ \ \`0 _ IX.I CONTOURS �` 35 ` TRACT H a� 34 �o. TEMP II S FENCE $� PER DETAIL ON SHEET 8 TN\ 0 9 \ PROP. 0 % 10 a 18 S 17 P. n �16 12 15 I PROP. I COMA 13 14 00 _ 0n� % % CT F $ I- INSTALL V-DITCH W/ROCK CHECK A% 32 313 -29 DAM PER DETAIL ON SHEET 8 EX. BUILDING - VW FOUNDATIONS TO RENTbN-14 BE REMOVED �1-..106. yv IS%w\\ _`v�.� �V PI MON I E Ic-' FAR:.: .:'} w w `✓„_„ c� _aw w �\ ;-t \ H IEO.'.'.ERS AS, n<�^3 Q:�RC W V 'E../0' FA'yM 110A CONSTRUCTION SEQUENCE ^FN 23'.300910 I L`H TV DRIP LINE s7`. �3 i3T'030 - UMITS OF DISTURBANCE (LOD) i r1 1. PRE -CONSTRUCTION MEETING. KING COUNTY R-6 12. MAINTAIN EROSION CONTROL MEASURES E ACCORDANCE WITH IX OFF-SRE TREES 2. POST SIGN WITH (M NAME AND PHONE NUMBER OF ESC APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND SPECIAL NOTE: NOTES: SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE MANUFACTURER'S RECOMMENDATIONS. OF CONSTRUCTION SIGN). U NO SITE DRAINAGE SHALL RUNOFF ONTO N I T 04 0 25' 50' Too' SCALE: 'I "=5O EX SEWER AND WATER MAIN. CONTRACTOR TO PROTECT IX UTILITIES DURING CONSTRUCTION. CLEARING LIMITS STABILIZED CONSTRUCTION N� ENTRANCE PER DETAIL ON THIS SHEET POLE._. CTRACTD� POWER PALEST GUY WIRES AND OVER ES TO BE PROTECTED. S TO PUGET SOUND ESIGN. ^*R`""; PLANS OWER/GAS DESIGN. I 04 d _ ���� EMERGENCY OVERFLOW ITOURS `ii96 �h' 4 FBI--�-.ti_-4 SPILLWAY o,c Ji1 ry TEMPORARY SEDIMENT TRAP /1 C I „ SA REQUIRED 279 SF SA PROVIDED 1,015 SF TOP OF PONDEM92.5 BOTTOM OF 19 # I MAX WATER SURFACES ELEI -- M �' WI SIDE SLOPES i I ELEV�92.5 i 1 1� SEE SHEET 8 FOR DETAILS. •exeT� 1`1 T 20 # I _ ,1rU 'v', IX POWER POLES QN'; iI 'f - H0A 0.� NET IN R Q'a: 111I ' OF 'C.EER°.ACE p J,TA Q o. m 21 T I I I AF`, 2acrrroccs:>s N Wn k 2S 10 # II:5 ci 4. �` O �f ci i I /' : I 22 INSTALL SILT FENCE PER 0 4 23 x y 1- DETAIL ON SHEET 7 f f STEp,4o �4`" .. 2 i l s SYONAL LNG` CONTOURS �•_- # Ii _ A ♦ IVI I 1 `%TRACT E eti \\ TJ E I \ ♦ C ASSES 27 °a 26 i 25 2 ' \ N w `I APPROXIMATE LOCATION OF C > t EXISTING WATER SERVICE. IO CONTRACTOR SHALL LOCATE N n. AND PROTECT DURING CONSTRUCTION C W C _vDN SE � L 14) I ., o:^.:D'RAC' N Of °1 O �eR =•.Ace VI C Q DID ,YN 1 5020'000530 Y -0 Ol BE j Re00R`! ', P. "'D `W V C N ,-F t. M IX SEPTIC DRAIN FILED AND WATER p ry ... .. 2223059118 SERVICE UNE. DEVELOPER TO m U QD 13. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW ADJACENT PROPERTIES. SILT FENCE 1 RENiONNINEROSION MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE CITY OF LEGEND: 3. CONTACT PUGET SOUND ENERGY AND NOTIFY THEM MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION REQUIRED ON ALL DOWNSLOPES. RCONTROL RENTON NT CONSTRUCTION ACTIVITY HAS BE BEGUN. AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE 2, PROJECTCONSTRUCTION SHALL BE REQUIRED TO COMPLY NTH THE RECOMMENDATIONS FOUND IN CONSTRUCTION can EROSION AND SEDIMENT CONTROL STANDARDS. THE ENGINEERING STUDY. PROPOSED SILT FENCE 4. NOTIFY INSPECTOR AND CURRENT PLANNING MANAGER TO 3. IF ANY NATIVE AMERICAN GRAVES) OR ARCHAEOLOGICAL/CULTURAL RESOURCES (INDIAN ARTIFACTS) TEMPORARY N.G.P.E. INIRAUZE TREE PROTECTION WALK THROUGH PRIOR TO ANY 14. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN EARTHWORK OUANTMES ARE FOUND, ALL CONSTRUCTION ACTIVITY SHALL STOP AND THE OWNER/DEVELOPER SHALL SAFETY FENCE ONSITE CLEARING. SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING IMMmWTELY NOTIFY THE CITY OF RENTON PLANNING DEPARTMENT CONCERNED TRIBES' CULTURAL THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, CIR-9.000 CT COMMITTEES, AND THE WASHINGTON STATE DEPARTMENT OF ARCHEOLOGICAL AND HISTORIC PROPOSED CLEARING LIMITS ) 5. FLAG OR FENCE CLEARING LIMITS. INSTALL TREE PROTECTION. PLASTIC SHEETING OR EQUIVALENT. Rl-20 GY PRESERVATION. PROPOSED TEMPORARY (EARTHWORKUANTITIES ARE FORUTING 4 SHALL INSTALLCATCH BASIN INSERTS ON ALL CATCH BASINS ONE S EET CHECK S-�^ 6. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 15. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN ONLY. CONTRACTOR HALLM RIFT IINSTPLiDOPER S.PORIRY pROPDITCHO5E0/TEMPORARI' DAYS. EXACT QUANTITIES PRIOR TO CONSTRUCTION.) 5. REFER TO THE TREE INVENTORY/CLEARING PLAN (SHEET 25) LOCATED IN THE LANDSCAPING PLANS. 7 GRADE AND INSTALL CONSTRUCTION ENTRANCE STORM PIPE 16. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE PROPOSED CONSTRUCTION 8. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, THAN 30 DAYS. ENTRANCE ETC.). 17. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS PROPOSED CONTOURS---330---- 9. CONSTRUCT SEDIMENT PONDS AND TRAPS. MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. PROPOSED KEYSTONE WALL 10. GRADE AND STABILIZE CONSTRUCTION ROADS. EXISTING TREE TO REMAIN 0 EXISTING MAJOR CONTOUR' JJ0- 11. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTER DIKES, EXISTING MINOR CONTOUR 332 - PIPE SLOPE DRAINS. ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. SURVEY DATUM HORIZONTAL DATUM VERTICAL DATUM: MIS , •=5D' INmartw wn :�, CITY OF SEE HOR12ONTAL DATUM IS NAD 1903(91) PER CITY OF IR VERTICAL DATUM FOR THIS SITE 3 CRY COMMENTS DATED OS/13 1021 MIS 6/27/27 BUT RENTON RENTON Cltt OF RENTON CONTROL POINT IS NAVD 1988 PER CITY OF 2 CRY COMMENTS DATED 03/18 1021 MIS 4/21/21 BJi p1"U' KLB N0. 1657 WAS HELD FOR POSITION AND A UNE RENTON. CITY OF RENTON a:i U'a DATUM BETWEEN CITY OF RENTON CONTROL POINT CONTROL POINT N0. 2192 WAS 1 CITY COMMENTS DATED 01/27 1021 MIS 3/5/21 BJi MTS uru� Planning/Building/Public Works Dept. No. 1640 AND CONTROL POINT NO. 1860 WAS HELD HELD FOR ELEVATION, BEING N0. REVISION BY DATE APPR �E Rtf°1°N'T FOR ROTATION, BEING SSF32'23'E. 98.199 FEET(NAVD88). BIT COORDINATE THE DECOMMISSIONING OF THE EXISTING DRAIN FIELD AND NEW WATER SERVICE CONNECTION WITH NEIGHBORING BENEFITED PARCEL. CONTRACTOR TO PROTECT IX UTILITIES DURING CONSTRUCTION AND ADJUST CLEARING LIMITS AS NECESSARY TO FOR INSTALLATION OF THE NEW UTILITIES AND LIMITS OF WORK. R-416606 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msippo 07/14/2021 TESC PLAN TRIPOINTE (425)455-2900 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 NN: pe Cn r N L¢L z m O Ow w of