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Home My WebLink AboutTED4003450.27NE 3RD COURT CONSTRUCTION ENTRANCE PER STD DETAIL 215.10 ON SHEET ER-03 0 POWER POLE TO BE REMOVED/ RELOCATED BY OTHERS no Cal 2 Working Days Before You Dig 1-800-424-5555 Util'Ities Underground Location Center (ID,M'T,ND,OR,WA) 0 0 0 0 N Ln W z W z 0 z D 11 0 8 A PORTION OF THE NW 1/4 OF SECTION 15, TWP. 23 Nffl, RGE. 5 E., W.M., KING COUNTY, WASHINGTON RECORD DRAWING I CONSTRUCTION SEQUENCE n. I I I NOTE: REFER TO WET SEASON PROVISIONS ON SHEET ER-02 FOR ADDITIONAL EROSION CONTROL MEASURES THAT ARE ❑ REQUIRED FOR WET WEATHER CONSTRUCTION (BETWEEN OCTOBER 1 AND APRIL 30). 1. SCHEDULE A PRE -CONSTRUCTION SEQUENCE WITH THE CITY OF RENTON. 2. PRE -CONSTRUCTION MEETING. 3. POST SIGN WITH NAME AND PHONE NUMBER OF T.E.S.C. SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 4. FLAG OR FENCE CLEARING LIMITS. ❑ FP=403.75 5. INSTALL CATCH BASIN PROTECTION ON EXISTING STRUCTURES IF REQUIRED. I j FP-403.75 6. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S), 1 I 7, INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 1 8. EXCAVATE TESC POND AND INSTALL POND RISER OUTLET. 9. GRADE AND STABILIZE CONSTRUCTION ROADS. .---- 1 `~ �� 10 CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES PIPE SLOPE DRAINS ETC) SIMULTANEOUSLY WITH SCALE: 1 = 20' I _�- - CLEARING AND GRADING FOR PROJECT DEVELOPMENT. U( r o 11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND MANUFACTURER'S 20' 10' 0 20' 40' 1 % RECOMMENDATIONS. CONTOUR INTERVAL = 2` 12. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE 1 !� ---- EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON EROSION AND SEDIMENT NGPE FENCE TO BE PLACED-- CONTROL STANDARDS. AT CLEARING LIMITS. 1 1".11 o 13. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS - - - - -- --- - - - CLEARING LIMITS I INTERCEPTOR SWALE WITH CHECK DAMS SEE DETAILS ON SHEET ER-03 403+00 II I 402+00 -- - NE 2ND COURT I , 4BOT 403,8 I FP=409.75 I o TOP 409.8 FP=409.75 ;n TOP 409.8 LOTOP 409.8 N BOT 407.8 � BOT 405.3 41BOT 405.3 IoITOP 409.8 N BOT 407.3 I ROCKERY DESIGN NOTE: BY OTHERS I ALL BUILDINGS, FENCES AND STRUCTURES TO BE REMOVED I I WITHIN PROJECT BOUNDARY. OR SWALE WITH INTERCEPT-� I I CHECK DAMS SEE DETAILS ON SHEET ER-03 f I FP=4 ! 1.25 I FP=409.25 FP=407.25 � FP=405.25 I CATCH BASIN FILTER (TYP) PER STD PLAN 216.30 ON SHEET ER-03 7 + � TOP 404.7 p it BOT 404.1 0 � FP=404,75 TOP 410.7 0 BOT 404.76 ROCKERY DESIGN BY OTHERS 1 TOP 406.5 cv BOT 404.3 N - 401 +0 1 TOP 406.0 cal BOT 403.8 N FP=403.75 1 TOP 409.8[0 BOT 403.8 TOP 405.3 Ln BOT 401.8 In FP=401.75 + f ROCKERY DESIGN BY OTHERS J TOP 405.3 L I BOT 400.8 FP=400.75 1 1 102+00 - � 103+00 CLEARING LIMITS N E 2N D PLACE__/_ - I -- - EXISTING GRAVELED DRIVE. CONTRACTOR TO GAIN OWNER -� - -o-- • PERMISSION AND ADJUST GRADE USING SIMILAR MATERIAL AS REQUIRED. MAINTAIN ACCESS DURING CONSTRUCTION. CHECKED FOR COMPLIANCE E SECOND SUBMITTAL TO CITY STANDARDS 2 THIRD SUBMITTAL 3 FOURTH SUBMITTAL 4 MYLARS 5 CONSTRUCTION SET REVISION RENTON JOB NO. N gk 41.4 W V W Z J U Q SURVEYED: SCALE: ESM 1/3?;r200 VERTICAL: NAVD 1988 ESM 10;�22%201 af HORIZONTAL NAD 1983/199- DESIGNED: 1 1 =20 ESM 12/06/201 rim ESM 12/22/201 DRAWN: ONE '"°" DATU M ESM 02/24/2011 CHECKED: AT FUL, SCALE IF NOT ONE INCH •� ` DATE it P P R APPROVED: SCALE ACCORDINGLY DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 14, STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 15. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 16. INSTALL STORM DRAINAGE SYSTEM WITH TEMPORARY CATCH BASIN PROTECTION. 18. EXCAVATE AND CONSTRUCT STORMWATER VAULT. 19. INSTALL ALL OTHER UTILITIES, CURB, GUTTER, SIDEWALK AND PAVING. 20. CLEAN DETENTION SYSTEM AS NECESSARY. 21. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. MULCH STANDARDS AND GUIDELINES MULCH QUALITY APPLICATION MATERIAL STANDARDS RATES REMARKS STRAW AIR-DRIED; FREE FROM 2"-3" THICK; 2-3 COST-EFFECTIVE PROTECTION WHEN APPLIED UNDESIRABLE SEED BALES PER 1000 SF OR WITH ADEQUATE THICKNESS. HAND -APPLICATION AND COARSE MATERIAL 2-3 TONS PER ACRE GENERALLY REQUIRES GREATER THICKNESS THAN BLOWN STRAW. STRAW SHOULD BE CRIMPED TO AVOID WIND BLOW. THE THICKNESS OF STRAW MAY BE REDUCED BY HALF WHEN USED IN CONJUNCTION WITH SEEDING. WOOD FIBER NO GROWTH INHIBITING APPROX. 25-30 LBS SHALL BE APPLIED WITH HYDROMULCHER. SHALL CELLULOSE FACTORS PER 1000 SF OR NOT BE USED WITHOUT SEED AND TACKIFIER 1000-1500 LBS PER UNLESS THE APPLICATION RATE IS AT LEAST ACRE DOUBLED. SOME WOOD FIBER WITH VERY LONG FIBERS CAN BE EFFECTIVE AT LOWER APPLICATION RATES AND WITHOUT SEED OR TACKIFIER. COMPOST NO VISIBLE WATER OR 2" THICK MIN.; MORE EFFECTIVE CONTROL CAN BE OBTAINED BY DUST DURING APPROX. 100 TONS INCREASING THICKNESS TO 3". EXCELLENT HANDLING. MUST BE PER ACRE (APPROX. MULCH FOR PROTECTING FINAL GRADES UNTIL PURCHASED FROM 800 LBS PER YARD) LANDSCAPING BECAUSE IT CAN BE DIRECTLY SUPPLIER WITH SOLID SEEDED OR TILLED INTO SOIL AS AN WASTE HANDLING AMENDMENT. SOURCES FOR COMPOST ARE PERMIT, AVAILABLE FROM THE KING COUNTY COMMISSION FOR MARKETING RECYCLABLE MATERIALS AT (206) 296-4439. CHIPPED SITE AVERAGE SIZE SHALL 2" MINIMUM THIS IS A COST-EFFECTIVE WAY TO DISPOSE OF VEGETATION BE SEVERAL INCHES. THICKNESS DEBRIS FROM CLEARING AND GRUBBING, AND IT ELIMINATES THE PROBLEMS ASSOCIATED WITH BURNING. GENERALLY, IT SHOULD NOT BE USED ON SLOPES ABOVE APPROX. 10% BECAUSE OF ITS TENDENCY TO BE TRANSPORTED BY RUNOFF. IT IS NOT RECOMMENDED WITHIN 200 FEET OF SURFACE WATERS. IF SEEDING IS EXPECTED SHORTLY AFTER MULCH, THE DECOMPOSITION OF THE CHIPPED VEGETATION MAY TIE UP NUTRIENTS IMPORTANT TO GRASS ESTABLISHMENT. EXISTING GRAVELED DRIVE. CONTRACTOR TO GAIN OWNER PERMISSION AND ADJUST GRADE USING SIMILAR MATERIAL AS REQUIRED. MAINTAIN ACCESS DURING CONSTRUCTION. SILT FENCE TO BE PLACED AT CLEARING LIMITS. SEE STD PLAN 214.00 ON SHEET ER-03 R=345027 CITY OF RENTON Planning;/BuiIding,'Public Works Dept. GRADING QUANTITIES STRIPPING (12- DEPTH) = 5,497 C.Y. CUT = 3,616 C.Y. FILL = 7,519 C.Y. NET (CUT) = 1,594 C.Y. EARTHWORK QUANTITIES ARE FOR PERMIT PURPOSES ONLY, QUANTITIES ARE "NEAT LINE" ONLY. THE QUANTITIES DO NOT ACCOUNT FOR ANY SHRINK OR SWELL FACTORS. IT IS THE CONTRACTORS RESPONSIBILITY TO CALCULATE THE EARTHWORK VOLUMES FOR BID PURPOSES. GLADCO DEVELOPMENT, L.L.C. ROSEWOOD HIGHLANDS FIELDBOOK: PAGE DRAWING NO: T.E.S.C. AND GRADING PLAN ER-01 SHEET: 5 OF.3111 REVISIONS NO. DESCRIPTION/DATE BY SECOND SUBMITTAL ESM 01/31%2008 THIRD SUBMITTAL ESM 10/22/2010 3 FOURTH SUBMITTAL ESM 12/06/2010 a MYLARS 12/22/2010 ESM CONSTRUCTION SET ESM 02/24/2011 6 AS BUILTS 09/t2/2011 ESM T AS BUILT MYLARS ESM 10/19/2011 z O F- U z U2: N / 3 V J Z J Z � Z = � W 0 Z_ O T I Ill Q Q LU 0 . U 0 o vi O W U H 0 w Q J U) v O Z F- Z W O �7__ U �OcO 0 emN N �< cn _ o a d a LU ® z U v v cc z ii J J 0 - z w 0 c; i o 20 000 ,. c E z (o - 0) < rn ~ � 5 oc z� J 0 m N >, o :3.� (n �m z _ cl) c0 J d 0 U �� a 0 LL m rn 3 ` 3 °Y �0 0'3 c w0 3 Ud � %t L sr ,ham 42 Q O/STEM S��NAL ` r JOB No, 1352-001-006 DWG NAME: ER-0" DESIGNED BY: KAO DRAWN BY CLC CHECKED BY. DATE. 10 /19,/201 1 DATE OF PRINT_ ER-01 5 01731 SHEETS I -w