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Home My WebLink AboutTED4003450.5NE 3RD COURT CONSTRUCTION ENTRANCE PER STD DETAIL 215.10 ON SHEET ER-03 no Q) POWER POLE TO BE REMOVED/ RELOCATED BY OTHERS a Cal 2 Working Days Before You Dig 1-800-424-5555 Unties Underground Location Center (D,iMT,ND,C>RWA) A PORTION OF THE NW 1/4 OF SECTION 15, TWP. 23 N. RGE. 5 E. W.M., KING COUNTY, WASHINGTON - - - - CONSTRUCTION SEQUENCE 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). I I I 1. SCHEDULE A PRE -CONSTRUCTION SEQUENCE WITH THE CITY OF RENTON. I 2. PRE -CONSTRUCTION MEETING. _ y 3. POST SIGN WITH NAME AND PHONE NUMBER OF T.E.S.C. SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). I FP=403.75 4. FLAG OR FENCE CLEARING LIMITS. 5. INSTALL CATCH BASIN PROTECTION ON EXISTING STRUCTURES IF REQUIRED. I I FP=403.75 6. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). I 7. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). I 8. EXCAVATE TESC POND AND INSTALL POND RISER OUTLET. II I I 9. GRADE AND STABILIZE CONSTRUCTION ROADS. „ SCALE: 1 = 20 �� 10 CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH 0 i I / \ CLEARING AND GRADING FOR PROJECT DEVELOPMENT. o + 20' 10' 0 20' 40' ❑ T / ' 11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. I CONTOUR INTERVAL = 2' 12. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE I 1 EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. NGPE FENCE TO BE PLACED AT CLEARING LIMITS. I I/ -I 13. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS I- - - - - - - - - - - - - - - 10, DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 406 - - - - - - - - - 14. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. I TOP 407.0 Co a I - - - - - - - - - - - - - - CLEARING LIMITS I INTERCEPTOR SWALE WITH CHECK DAMS SEE DETAILS ON SHEET ER-03 408 403+00 402+00 --+ -- -------- -NE 2ND COURT. I - I i� TOP 408.5 BOT 403.8 I I FP=409.75 I o TOP 409.8 c BOT 407.8 N4 t I 1 I NOTE: I ALL BUILDINGS, FENCES AND I STRUCTURES TO BE REMOVED WITHIN PROJECT BOUNDARY. I I I = I FP 41 1.25 I FP-409 25 In TOP 409.8 FP=409.75WTOP 409.8 ROT 4n5 � 1 4 BOT 405.3 409.8 407.3 ROCKERY DESIGN BY OTHERS 41 1 INTERCEPTOR SWALE WITH - CHECK DAMS SEE DETAILS ON SHEET ER-03 I I I - FP=407.25 FP=405.25 I I I CATCH BASIN FILTER \ �17 (TYP) PER STD PLAN 216.30 ON SHEET ER-03 - _j_ _1z CHECKED FOR COMPLIANCE TO CITY STANDARDS RENTON JOB NO. FP=404.75 P 407.5 _ 405.0 _ �'ROCKERY DESIGN BY OTHERS L_�BOT TOP 406.0 o - N BOT 4 5.0 - - O 401 +O Ld W TOP 406.0 cv LLJ BOT 403.8 ci Z J FP=403.75 = H Q TOP 409.8 0 ) B01 TOP 405.3 4n �J FP=401.75 I I ROCKERY DESIGN / I BY OTHERS Q� TOP 405.3 O�I BOT 400. r FP=400.75 I I -� ►--- -------- �... 01 +00' - 102+ - - - - - - - - - - - - - - I - 00 / 1 13,+ - O / 0 CLEARING LIMITS o NE 2ND PLACE I) - - �t- Ni-� v / o �b -_..[�-� %EXISTING GRAVELED DRIVE. CONTRACTOR TO GAIN OWNER � - -(}- PERMISSION AND ADJUST GRADE USING SIMILAR MATERIAL AS REQUIRED. MAINTAIN ACCESS DURING CONSTRUCTION. 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL 2 THIRD SUBMITTAL 3 FOURTH SUBMITTAL 4 MYLARS NO. -D---[}---E]----p_- --C---❑_ ESM 10/15/200 SURVEYED: SCALE. VERTICAL: NAVD 1988 -s20 • HORIZONTAL: NAD 1983/1991 ESM 1 / 31 / 2 DESIGNED: ESM 10/22/201 m ESM 12/06/201 DRAWN: C �E INCHINCH DATUM ESM 12/22/201 CHECKED: AT FULLS F NOT ONE INCH SICALE ACCORDINGLY REVISION BY DATE APPR APPROVED: 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 MATERIAL QUALITY STANDARDS APPLICATION 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 -LEARING LIMITS. SEE STD PLAN 214.00 ON SHEET ER-03 R=345005 ��- CITY OF RENTON Planning/Building/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: IF: 31 cl 0 111 IQ - 34 5-0 C---*) .5 REVISIONS NO, DESCRIPTION DATE BY 0 FIRST SUBMITTAL 10/15/2007 ESM 1 SECOND SUBMITTAL 01/31/2008 ESM 2 THIRD SUBMITTAL 10/22/2010 ESM 3 FOURTH SUBMITTAL 12/06/2010 ESM 4 MYLARS 12/22/2010 ESM z 6 z 3 0 U J Z J " < Z Z = a Lu 2 0 z c O T J Q \LLI / Q 0,3 0 • O W U ~ Lu Q J (� 0 z z 12 VL O U J 17 U J pill O N'D O c oa D a° N W® U z C ss C 0 - z ILJ C3 co r o v o w E (A N Or z - F- 70 Q J - m Inr ( 0 V c U) z :30. c •> °� O a U m LL E 0 m� 3 ` L OY F`0 obi c W 3 Ud L 8t l C/S ss��NAL,\ JOB NO.: 1352-001-006 DWG. NAME: ER-01 DESIGNED BY: KAO DRAWN BY: CLC CHECKED BY: DATE: 12/22/2010 DATE OF PRINT: E R-01 5 OF 31 SHEETS i V 0 71 0 0 Z3 w g