Loading...
HomeMy WebLinkAboutzR-2953Setra LO N h N i 9 9 8 A I B I C j D I E I F I G I H I I ; J 7 6. The ESC facilities shall be inspected daily by the applicant / contractor and maintained as necessary to ensure their continued functioning_ 7. Performance of the selected measures shall be evaluated by the Project Engineer. Revisions or supplemental measures shall be implemented by the Contractor in a timely manner when so directed by the Project Engineer. 8. Following completion of the construction, The contractor is to fill In all interceptor swales and sediment traps and regrade to match existing contours. After acceptance 6 of the site grading, site shall be hydroseeded. SOD NOTES: 1. Sod shall be machine cut at a uniform soil thickness of 3/4 —inch at the time of 5 curing. Measurements for thickness shall exclude top growth and thatch. 2. Standard size sections of sod shall be strong enough to support their own weight and retain their size and shape when suspended by the end of a 3 foot section. 3. Sod shall not be harvested or transplanted when moisture content (excessively dry or wet) may adversely affect its survival. 4. Sod shall be harvested, delivered and installed within a period of 36 hours. 4 3 2 MULCHING NOTES: 1. Where straw mulch for temporary erosion control is required, it shall be applied at a minimum thickness of two inches. PLASTIC COVERING NOTES: * Plastic slope cover must be installed as follows: 1. Run plastic up and down slope, not across slope; 2. Plastic may be installed perpendicular to a slope if the slope length is less than 10 feet; 3. Minimum of 8 —inch overlap at seams. 4. On long or wide slopes, or slopes subject to wind, all seams should be taped; 5. Place plastic into a small (12 —inch wide by 6 —inch deep) slot trench at the top of the slope and backfill with soil to keep water from flowing underneath; 6. Place sand filled burlap or geotextile bags every 3 to 6 feet along seams and pound a wooden stake through each to hold them in place.; 7. Inspect plastic for rips, tears, and open seams regularly and repair immediately. This prevents high velocity runoff from contacting bare soil which causes extreme erosion; 8. Sandbags may be lowered into place tied to ropes. However, all sandbags must be staked in place. • Plastic sheeting shall have a minimum thickness of 0.06 millimeters. • If erosion at the toe of a slope is likely, a gravel berm, riprap, or other suitable protection shall be installed at the toe of the slope in order to reduce the velocity of runoff. EROSION AND SEDIMENTATION CONTROL NOTES: GENERAL NOTES: HYDROSEEDING NOTES: 1. Notes provided are intended to provide guidance for effective implementation of 1. All Hydroseeding areas shall be seeded with 'Standard Seed Mix' per measures the Contractor may elect to utilize. The measures cited are not an hydroseed specifications. Contractor shall hydroseed all disturbed areas. DESIGNED: J.E. inclusive or comprehensive listing. Ditching, berming, detention, or other measures Extent of hydroseeding to be field verified at time of installation_ may be required dependent on the Contractors work methods, weather, or other DRAWN: R.B. actual site conditions. 2. Seed beds planted between May 1 and October 31 will require irrigation and CHECKED: G.P. other maintenance as necessary to foster and protect the root structure. 2. At no time shall more than one foot of sediment be allowed to accumulate within APPROVED: — 2 a catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. 3. For beds planted between October 31 and April 30, armoring of the seed GP The cleaning operation shall not flush sediment laden water into the downstream system. 1 bed will be necessary. (e.g., geotextiles, jute mat, clear plastic covering). 3. Stabilized construction entrances and wash pads shall be installed at the beginning of 4. Before seeding, install needed surface runoff control measures such as gradient REVISION construction and maintained for the duration of the project. Additional measures may be DATE terraces, interceptor dikes, swales, level spreaders and sediment basins. A B C D required to insure that all paved areas are kept clean for the duration of the project. 5. The seedbed shall be firm with a fairly fine surface, following surface 4. During the time period of November 1 through March 31, all project disturbed areas roughening. Perform all cultural operations across or at right angles to greater than 5,000 square feet that are to be left unworked for more than 12 hours the slope. shall be covered be one of the following cover measures: mulch, sodding or plastic covering. 6. Fertilizers are to be used according to suppliers recommendations. Amounts used should be minimized, especially adjacent to water bodies and wetlands. 5. Any area stripped of vegetation, including roadway embankments, where no further work is anticipated for a period of 15 days, shall be immediately stabilized with the approved 7. All hydroseed lawn and shrub beds shall receive a minimum 4" depth of ESC methods (e.g. seeding, mulching, netting, erosion blankets, etc.) specified topsoil. Topsoil shall also be used for berms. 7 6. The ESC facilities shall be inspected daily by the applicant / contractor and maintained as necessary to ensure their continued functioning_ 7. Performance of the selected measures shall be evaluated by the Project Engineer. Revisions or supplemental measures shall be implemented by the Contractor in a timely manner when so directed by the Project Engineer. 8. Following completion of the construction, The contractor is to fill In all interceptor swales and sediment traps and regrade to match existing contours. After acceptance 6 of the site grading, site shall be hydroseeded. SOD NOTES: 1. Sod shall be machine cut at a uniform soil thickness of 3/4 —inch at the time of 5 curing. Measurements for thickness shall exclude top growth and thatch. 2. Standard size sections of sod shall be strong enough to support their own weight and retain their size and shape when suspended by the end of a 3 foot section. 3. Sod shall not be harvested or transplanted when moisture content (excessively dry or wet) may adversely affect its survival. 4. Sod shall be harvested, delivered and installed within a period of 36 hours. 4 3 2 MULCHING NOTES: 1. Where straw mulch for temporary erosion control is required, it shall be applied at a minimum thickness of two inches. PLASTIC COVERING NOTES: * Plastic slope cover must be installed as follows: 1. Run plastic up and down slope, not across slope; 2. Plastic may be installed perpendicular to a slope if the slope length is less than 10 feet; 3. Minimum of 8 —inch overlap at seams. 4. On long or wide slopes, or slopes subject to wind, all seams should be taped; 5. Place plastic into a small (12 —inch wide by 6 —inch deep) slot trench at the top of the slope and backfill with soil to keep water from flowing underneath; 6. Place sand filled burlap or geotextile bags every 3 to 6 feet along seams and pound a wooden stake through each to hold them in place.; 7. Inspect plastic for rips, tears, and open seams regularly and repair immediately. This prevents high velocity runoff from contacting bare soil which causes extreme erosion; 8. Sandbags may be lowered into place tied to ropes. However, all sandbags must be staked in place. • Plastic sheeting shall have a minimum thickness of 0.06 millimeters. • If erosion at the toe of a slope is likely, a gravel berm, riprap, or other suitable protection shall be installed at the toe of the slope in order to reduce the velocity of runoff. Is ECONOMIC AND ENGINEERING SERVICES, INC. 10900 NE 4TH STREET, SUITE 1110 BELLEVUE, WASHINGTON 98004 PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA J K FR L I M I N 1 0 1 P S 8 7 I 5 4 R=2953102 CONSTRUCTION RECORD DRAWING NOTICE These record drawings have been prepared based upon 2 . information contained in addenda, change orders, or other available construction information, and information provided by the Contractor, and by others. HDR has not verified the accuracy or completeness of the information provided to it and does not warrant the accuracy or completeness of these record drawings. Users of this information shall be solely responsible to verify any and all information represented herein prior to any such use CITYof the information. CIT 1 OF RENTON DATE: OCTOBER, 2003 1 "u Planning /Building /Public Works Dept. PROJECT NO. 3_01_358 MAPLEWOOD WATER TREATMENT AND GOLF COURSE IMPROVEMENTS REVISION No. 2 EROSION CONTROL NOTES SHT NO. DWG NO. C9 L M N W- 21353AA 416 SCANNED OCT 2 7 22311 SURVEYED: — SCALE: NONE VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM Kennedy /Jenks Consultants 32001 32nd Ave. S., Suite 100 Federal Way, Washington 98001 1 DESIGNED: J.E. ONE INCH AT FULL E IF NOT ONE INCH SCALE ACCORDINGLY DRAWN: R.B. CHECKED: G.P. APPROVED: — 2 RECORD DRAWINGS RB 1/06 GP 1 ISSUED FOR CONSTRUCTION RB 10/0-' GP NO. REVISION BY DATE APPR A B C D E I F G H L 1 0 3' Is ECONOMIC AND ENGINEERING SERVICES, INC. 10900 NE 4TH STREET, SUITE 1110 BELLEVUE, WASHINGTON 98004 PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA J K FR L I M I N 1 0 1 P S 8 7 I 5 4 R=2953102 CONSTRUCTION RECORD DRAWING NOTICE These record drawings have been prepared based upon 2 . information contained in addenda, change orders, or other available construction information, and information provided by the Contractor, and by others. HDR has not verified the accuracy or completeness of the information provided to it and does not warrant the accuracy or completeness of these record drawings. Users of this information shall be solely responsible to verify any and all information represented herein prior to any such use CITYof the information. CIT 1 OF RENTON DATE: OCTOBER, 2003 1 "u Planning /Building /Public Works Dept. PROJECT NO. 3_01_358 MAPLEWOOD WATER TREATMENT AND GOLF COURSE IMPROVEMENTS REVISION No. 2 EROSION CONTROL NOTES SHT NO. DWG NO. C9 L M N W- 21353AA 416 SCANNED OCT 2 7 22311 A I e I ID 1 E co M N CONCRETE CLEAN —OUT N (DISPOSE OF OFF —SITE) C � r 9 I A cto 5 2" SCHEDULE 40 a —2 3 I 2% SLOPE 5:1 SLOPE 5:1 SLOPE 2% SLOPE 1:1 SLOPE 8 A cto ENTRY ENTRY TRANSITION 1 10' 1 20' 1 10' I TRANSITION 7 ELEVATION VIEW WATER LEVEL PUMP TO HOLDING 18' TANK FOR TREATMENT AND RECYCLE 6 2' 12' \_1: 1 SLOPE 4" QUARRY SPALL, 12" DEEP SECTION A 0 5 N "T.S. — NOTES: 1. ASPHALT CONSTRUCTION ENTRANCE 6 ". ASPHALT TREATED BASE (ATB). 4 2. 3" TRASH PUMP WITH FLOATS ON THE SUCTION HOSE. 3. MIDPOINT SPRAY NOZZLES, IF NEEDED. 4. 6" SEWER PIPE WITH BUTTERFLY VALVES. BOTTOM ONE IS A DRAIN. LOCATE TOP PIPE'S INVERT 1 FOOT ABOVE BOTTOM OF WHEEL WASH. 5. 8' X 8' SUMP WITH 5' OF CATCH. BUILT SO CAN BE CLEANED WITH TRACKHOE. 3 6° ASPHALT CURB ON THE LOW ROAD SIDE TO DIRECT WATER BACK TO POND. 7. 6" SLEEVE UNDER ROAD. 8• BALL VALVES. 9. 15' ATB APRON TO PROTECT GROUND FROM SPLASHING WATER. 2 10. REMOVE ACCUMULATED SEDIMENT ON A REGULAR BASIS 2 RECORD DRAWINGS 1 CHANGE PER ADDENDA 1 ISSUED FOR CONSTRUCTION N0. REVISION A I B TRUCK WASH DOWN AREA DETAIL NTS C8 F I G I H I I REVISION No. 3'— 4' /P ���� •. ADJACENT STRAW ROLLS MUST C10- ROLLS SHALL BE PLACED ALONG SLOPE CONTOURS \ \ ` TIGHTLY ABUT IF NOT ONE INCH 5' -10' SPACING \ 4 DEPENDS ON 1 SOIL TYPE \ SEDIMENT, ORGANIC MATTER, AND SLOPE % AND NATIVE SEEDS ARE STEEPNESS CAPTURED BEHIND THE ROLLS. GRADE CATCH CART PATH —SLOPE VARIES �O 3 " -5" (75- 125mm) 8 " -10" (200- 250mm) 1" X 1" STAKE (25 x 25mm) NOTE: 1• STRAW ROLL INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE ROLL IN A TRENCH, 3 " -5" (75- 125mm) DEEP, DUG ON CONTOUR. RUNOFF MUST NOT BE ALLUWLU TO RUN UNDER OR AROUND ROLL. 2O RESTORE IMMEDIATLY UPON COMPLETION OF GRADING ACTIVITIES. STRAP WATTLES DETAIL z NITS TYP. 8" CHAIN LINK FENCE W /VIEW SCREEN SLATS SET SILT FENCE IN CONCRETE. W/ ORANGE BARRIER STORM COLLECTION SUMP 24"0 CMP 2"0 HOLES W /FILTER SOCK AND GRAVEL. PUMP TO VAULT #2 2% SLOPE 2% SLOPE 0 2" ATB. 6" CSTC. 4" ATB. 2' SHOULDER 6" CSTC. 8" BASE EXISTING IRRIGATION LINES ASPHALT TREATED BASE A DEPTH AND LOCATION VARIES SECT. 4 -06, 9.03.6 STD SPEC. — CONTRACTOR SHALL CSTC= J4 "MINUS, 9.03.6(3) STD SPEC. VERIFY REF. IRRIGATION AND BASE= 14 MINUS, 9.03.6(3)STD SPEC. DEMOLITION DRAWINGS. TEMPORARY ROAD AND CART PATH DETAIL B SCALE: t° = 5' C7 21' -0" 20 MIL PVC LIN SURVEYED: — SCALE: AS SHOWN DESIGNED: J.E. REVISION No. DRAWN: R.B. /P ONE� CHECKED: G.P. CONTRACTOR MAY PROPOSE 50MIL. PVC C10- APPROVED: — AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY I DATE I APPR C I D E J VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM K I L M I N G I P — 12„ \ \ \ 6" 6" (150mm) (150mm) TERMINAL SLOPE AND CHANNEL LONGITUDINAL ANCHOR TRENCV ANCHOR TRENCH V NOTES: x � � �y CHECK SLOTS TO BE CONSTRUCTED PER y� STAKE AT 3' -5' 1. MANUFACTURERS SPECIFICATIONS. STAKING OR STAPLING LAYOUT PER CHECK SLOT AT 25' (7.6m) INTERVALS ISOMETRIC VIEW P P 6" (150mm) I G' 12" 0 0 7 6„ (150mm) 6 INITIAL CHANNEL ANCHOR TRENCH INTERMITTENT CHECK SLOT EROSION BLANKETS & TURF REINFORCEMENT MATS R=2'95-303 SLOPE INSTALLATION DETAIL 3 5 NITS TYP. _.. EXISTING HILLSIDE DEWATERING P P P SUMP I I I 4 SITE STORM WATER 18 STORM EXISTING POND 3 OUTFALL .± SUMP VAULT #2 TEMPORARY 24" TEMP CONSTRUCTION COLLECTION CMP RISER SETTLING POND POINT CONSTRUCTION RECORD DRAWING NOTICE * ALL COMPONENTS TO BE SUPPLIED, INSTALLED AND These record drawings have been prepared based upon 2 MAINTAINED BY CONTRACTOR AS REQUIRED BY SITE information contained in addenda, change orders, or CONDITIONS. re. 02270 other available construction information, and information provided by the Contractor, and by others. HDR has not CONSTRUCTION STORM WATER CONTROL SCHEMATIC verified the accuracy s completeness the information provided to it and does not warrant the accuracy or completeness of these record drawings. Users of this DETAILK4 information shall be solely responsible to verify any and NTS C8 all information represented. herein prior to any such use of the information. CITY OF RENTON ECONOMIC AND ENGINEERING u Planning /Building /Public works Dept Kennedy /Jenks SERVICES, INC. Consultants 10900 10900 NE 4TH STREET, SUITE 1110 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS 32001 32nd Ave. S., Suite 100 BELLEVUE, WASHINGTON 98004 Federal Way, Washington 98001 PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA EROSION CONTROL DETAILS 1 OF 2 F I G I H DATE: OCTOBER, 2003 2. MANUFACTURERS SPECIFICATIONS. 3 -0.1 -358 REVISION No. APPLY B10 —MAT TO PRELOAD AND ALL /P 3. SIDE SLOPE GREATER THAN 10 %. CONTRACTOR MAY PROPOSE 50MIL. PVC C10- 4. PLASTIC SHEETING ALTERNATE WITH HOLDOWN. CHECK SLOT AT 25' (7.6m) INTERVALS ISOMETRIC VIEW P P 6" (150mm) I G' 12" 0 0 7 6„ (150mm) 6 INITIAL CHANNEL ANCHOR TRENCH INTERMITTENT CHECK SLOT EROSION BLANKETS & TURF REINFORCEMENT MATS R=2'95-303 SLOPE INSTALLATION DETAIL 3 5 NITS TYP. _.. EXISTING HILLSIDE DEWATERING P P P SUMP I I I 4 SITE STORM WATER 18 STORM EXISTING POND 3 OUTFALL .± SUMP VAULT #2 TEMPORARY 24" TEMP CONSTRUCTION COLLECTION CMP RISER SETTLING POND POINT CONSTRUCTION RECORD DRAWING NOTICE * ALL COMPONENTS TO BE SUPPLIED, INSTALLED AND These record drawings have been prepared based upon 2 MAINTAINED BY CONTRACTOR AS REQUIRED BY SITE information contained in addenda, change orders, or CONDITIONS. re. 02270 other available construction information, and information provided by the Contractor, and by others. HDR has not CONSTRUCTION STORM WATER CONTROL SCHEMATIC verified the accuracy s completeness the information provided to it and does not warrant the accuracy or completeness of these record drawings. Users of this DETAILK4 information shall be solely responsible to verify any and NTS C8 all information represented. herein prior to any such use of the information. CITY OF RENTON ECONOMIC AND ENGINEERING u Planning /Building /Public works Dept Kennedy /Jenks SERVICES, INC. Consultants 10900 10900 NE 4TH STREET, SUITE 1110 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS 32001 32nd Ave. S., Suite 100 BELLEVUE, WASHINGTON 98004 Federal Way, Washington 98001 PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA EROSION CONTROL DETAILS 1 OF 2 F I G I H DATE: OCTOBER, 2003 PROJECT NO. 3 -0.1 -358 REVISION No. 2 SHT NO. DWG NO. C10- CY) LO M CV Col it 8 7 6 5 A I ¢40J O� G RADIUS = L 25' MIN. \ =��P SUBGRADE REINFORCEMENT P GEOTEXTILE, AS REQUIRED 8" MIN. CONSTRUCTION ENTRANCE NOTES: DEPTH 1. MATERIAL SHALL BE 4— TO 6— INCH QUARRY SPALLS AND MAY BE TOP— DRESSED WITH 1— TO 3— INCH ROCK. 2. THE ROCK PAD SHALL BE AT LEAST 8 INCHES THICK AND 50 FEET LONG. WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 4. IF THE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEELS, THE WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO SEDIMENT RETENTION FACILITY OR THROUGH A SILT FENCE. i�—S G<ATION AT THE END OF THE PROJECT SHALL INCLUDE L� idii�� �� v .� Si Pvv' THIS AREA WITH CRUSHED SURFACING BASE COURSE TO FILL IN ANY VOIDS. CAP WITH 2" MINIMUM CSBC. CONSTRUCTION ENTRANCE DETAIL (D NTS 2 i t 0 I N D I io — I N B C8 FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. 2 "x2 "x14 GA. WIRE _FABRIC OR EQUAL M N 0 P FILTER FABRIC MATERIAL 2 "x2 "x14 GA. WIRE FABRIC OR EQUAL I (WIRE ON BACK SIDE OF FABRIC) I o Ih' II(!I+ Ilir BURY BOTTOM OF FILTER MATERIAL IN 8 °x12" TRENCH PROVIDE 3/4" — 1 1/2" WASHED 6' -0" MAXIMUM 2 "x2" WOOD POSTS, STANDARD OR GRAVEL BACKFILL IN TRENCH AND BETTER OR EQUAL ALTERNATE: STEEL ON BOTH SIDES OF FILTER FABRIC FENCE POSTS. ON THE SURFACE. " 2 x4" OS WOOD B PT B ALT. STEEL FENCE POSTS FILTER FABRIC FENCE NOTES 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 —INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST, OR OVERLAP 2 —INCH X 2 —INCH POSTS AND ATTACH. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 18 INCHES. 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6 INCHES. ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION, SHALL BE BACKFILLED AND COMPACTED, ALONG THE ENTIRE DISTURBED AREA. 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURED STITCHED LOOPS OF 2 —INCH X 2 —INCH POST INSTALLATION. STITCHED LOOPS SHALL BE INSTALLED ON THE UP HILL SIDE OF THE SLOPED AREA. 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY PROTECTED AND STABILIZED. 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY APPLICANT /CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. FILTER FABRIC FENCE tp SECTION B N.T.S. CS 7 DETAIL 2 5 NTS C8 1. BALES SHALL BE PLACED IN A SINGLE ROW, LENGTHWISE, ON THE CONTOUR, WITH ENDS OF ADJACENT BALES TIGHTLY ABUTTING ONE ANOTHER. 2. ALL BALES SHALL BE EITHER WIRE —BOUND OR STRING —TIED WITH BINDINGS ORIENTED AROUND THE SIDES RATHER THAN THE TOPS AND BOTTOMS OF THE BALES. THIS WILL PREVENT RAPID DETERIORATION OF THE BINDINGS. 3. THE BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL BE EXCAVATED THE LENGTH AND WIDTH OF THE PROPOSED BARRIER TOA DEPTH OF AT LEAST 4 INCHES. AFTER THE BALES ARE STAKED AND CRACKS BETWEEN BALES CHINKED NTH EXTRA STRAW AS NECESSARY, THE EXCAVATED SOIL SHALL BE BACKFILLED AGAINST THE BARRIER. BACKFILL SOIL SHALL CONFORM TO THE GROUND LEVEL ON THE DOWNHILL SIDE AND SHALL BE BUILT UP TO 4 INCHES AGAINST THE UPHILL .SIDE OF THE BARRIER. 4. EACH BALE SHALL BE ANCHORED BY AT LEAST TWO (2) STAKES OR REBARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE; SHALL BE DRIVEN TOWARDS THE PREVIOUSLY LAID BALE IN ORDER TO FORCE THE BALES TOGETHER. 5. FACILITIES TO BE IN PLACE PRIOR TO INITIAL SITE PREPARATION AND NOT REMOVED UNTIL SITE SURFACE IS RESTORED. SHEET FLOW 18 " -24 " 18 "MIN. 72"-4" STAKES WIRE TIES i��i� / /i° � ROCK N BALES OF STRAW CROSS— SECTION OF A PROPERLY INSTALLED STRAW BALE DETAIL 4 STAKED DOWN NTS TYP. 4 POINT "A" SHOULD BE HIGHER .These record drawings have been prepared based upon THAN POINT 'B" - information contained in addenda, change 0rders,..or - v available . construction information and information STRAP BALE BARRIER _ p provided by the Contractor, and by .others HDR has not pro verified the accuracy or completeness of the information 295304 provided to it and does . not warrant: the accuracy or completeness of these record drawings. Users of this — informations shall be solely responsible to verify any and WEDGE LOOSE STRAW BETWEEN I B SINGLE ROW OF BALES OF STRAW BALES. WEDGE A FLAT SHOVEL DATE: OCTOBER, 2003 TO BE PLACED PRIOR TO THE OR PICK BETWEEN THE BALES AND MIX THE STRAW TOGETHER "�� /i� �� �/ i i��i START OF ROUGH GRADING PLAN COMPACTED SOIL TO PREVENT THE WATER FROM �i�� _ ����� ' -! /� J.E. VERTICAL: NAVD 1988 R.B. ONCE INCH I HORIZONTAL: NAD 1983/1991 G.P. TO PREVENT FLOWING FREELY BETWEEN THE ECONOMIC AND ENGINEERING SERVICES, INC. KEY BALE 4" MIN. PIPING SUPPING PIPING SUPPING/ BALES AT FULL SCALE INTO NATIVE 3 PROPER PLACEMENT OF STRAW WIRE TIE BALE BARRIER IN DRAINAGE `NAY SOIL FILTERED SEDIMENT LADEN RUNOFF APPROVED: 2 REBARS STEEL PICKETS OR 2'x2" STAKES RUNOFF BELLEVUE, WASHINGTON 98004 12 "MIN. ANCHOR FIRST STAKE 18" TO GROUND24" IN THE o Federal Way, 8001 Washington 9 9 PORTLAND, OR /BELLEVUE, WA / KENNEWCK, WA /OLYMPIA, WA �- TOWARDS PREVIOUSLY LAID BALE SCALE ACCORDINGLY 2 i t 0 I N D I io — I N B C8 FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. 2 "x2 "x14 GA. WIRE _FABRIC OR EQUAL M N 0 P FILTER FABRIC MATERIAL 2 "x2 "x14 GA. WIRE FABRIC OR EQUAL I (WIRE ON BACK SIDE OF FABRIC) I o Ih' II(!I+ Ilir BURY BOTTOM OF FILTER MATERIAL IN 8 °x12" TRENCH PROVIDE 3/4" — 1 1/2" WASHED 6' -0" MAXIMUM 2 "x2" WOOD POSTS, STANDARD OR GRAVEL BACKFILL IN TRENCH AND BETTER OR EQUAL ALTERNATE: STEEL ON BOTH SIDES OF FILTER FABRIC FENCE POSTS. ON THE SURFACE. " 2 x4" OS WOOD B PT B ALT. STEEL FENCE POSTS FILTER FABRIC FENCE NOTES 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 —INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST, OR OVERLAP 2 —INCH X 2 —INCH POSTS AND ATTACH. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 18 INCHES. 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6 INCHES. ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION, SHALL BE BACKFILLED AND COMPACTED, ALONG THE ENTIRE DISTURBED AREA. 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURED STITCHED LOOPS OF 2 —INCH X 2 —INCH POST INSTALLATION. STITCHED LOOPS SHALL BE INSTALLED ON THE UP HILL SIDE OF THE SLOPED AREA. 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY PROTECTED AND STABILIZED. 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY APPLICANT /CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. FILTER FABRIC FENCE tp SECTION B N.T.S. CS 7 DETAIL 2 5 NTS C8 1. BALES SHALL BE PLACED IN A SINGLE ROW, LENGTHWISE, ON THE CONTOUR, WITH ENDS OF ADJACENT BALES TIGHTLY ABUTTING ONE ANOTHER. 2. ALL BALES SHALL BE EITHER WIRE —BOUND OR STRING —TIED WITH BINDINGS ORIENTED AROUND THE SIDES RATHER THAN THE TOPS AND BOTTOMS OF THE BALES. THIS WILL PREVENT RAPID DETERIORATION OF THE BINDINGS. 3. THE BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL BE EXCAVATED THE LENGTH AND WIDTH OF THE PROPOSED BARRIER TOA DEPTH OF AT LEAST 4 INCHES. AFTER THE BALES ARE STAKED AND CRACKS BETWEEN BALES CHINKED NTH EXTRA STRAW AS NECESSARY, THE EXCAVATED SOIL SHALL BE BACKFILLED AGAINST THE BARRIER. BACKFILL SOIL SHALL CONFORM TO THE GROUND LEVEL ON THE DOWNHILL SIDE AND SHALL BE BUILT UP TO 4 INCHES AGAINST THE UPHILL .SIDE OF THE BARRIER. 4. EACH BALE SHALL BE ANCHORED BY AT LEAST TWO (2) STAKES OR REBARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE; SHALL BE DRIVEN TOWARDS THE PREVIOUSLY LAID BALE IN ORDER TO FORCE THE BALES TOGETHER. 5. FACILITIES TO BE IN PLACE PRIOR TO INITIAL SITE PREPARATION AND NOT REMOVED UNTIL SITE SURFACE IS RESTORED. 6,. 18 " -24 " 18 "MIN. 72"-4" WIRE TIES i��i� / /i° � ROCK N CROSS— SECTION OF A PROPERLY INSTALLED STRAW BALE DETAIL 4 ON BALE NTS TYP. CONSTRUCTION RECORD DRAWING NOTICE .These record drawings have been prepared based upon 2 - information contained in addenda, change 0rders,..or - v available . construction information and information STRAP BALE BARRIER _ p provided by the Contractor, and by .others HDR has not pro verified the accuracy or completeness of the information 295304 provided to it and does . not warrant: the accuracy or completeness of these record drawings. Users of this — informations shall be solely responsible to verify any and -- all information represented herein prior to any such use DETAIL NTS 3 T L) c � CITY OF REN`'Oly 1�7 DATE: OCTOBER, 2003 Planning /Building /Public Works Dept. SURVEYED: — SCALE: AS SHOWN MAPLEWOOD REVISION NO. 2 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS DESIGNED: DRAWN: CHECKED: J.E. VERTICAL: NAVD 1988 R.B. ONCE INCH I HORIZONTAL: NAD 1983/1991 G.P. Kennedy /Jenks Consultants DWG NO. V 1 1 ECONOMIC AND ENGINEERING SERVICES, INC. AT FULL SCALE 10900 NE 4TH STREET, SUITE 1110 APPROVED: — 32001 32nd Ave. S., Suite 100 BELLEVUE, WASHINGTON 98004 2 RECORD DRAWINGS RB 1/06 GP DATUM IF NOT ONE INCH Federal Way, 8001 Washington 9 9 PORTLAND, OR /BELLEVUE, WA / KENNEWCK, WA /OLYMPIA, WA 1 ISSUED FOR CONSTRUCTION RB 0 0 GP SCALE ACCORDINGLY NO. REVISION BY DATE APPR A g C D E F G H I J K ROLL 21.0-L3. PR?' 6,. 4 72"-4" ROCK N ROCK CHECK DAM DETAIL 4 NTS TYP. CONSTRUCTION RECORD DRAWING NOTICE .These record drawings have been prepared based upon 2 - information contained in addenda, change 0rders,..or - v available . construction information and information _ p provided by the Contractor, and by .others HDR has not pro verified the accuracy or completeness of the information 295304 provided to it and does . not warrant: the accuracy or completeness of these record drawings. Users of this — informations shall be solely responsible to verify any and -- all information represented herein prior to any such use of the information. T L) c � CITY OF REN`'Oly 1�7 DATE: OCTOBER, 2003 Planning /Building /Public Works Dept. PROJECT NO. 3_01_358 MAPLEWOOD REVISION NO. 2 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS EROSION CONTROL DETAILS 2 OF 2 SHT NO. DWG NO. V 1 1 A B C D I E I F G H I J K L M N 0 P .. -96 67 a� 90 g5 g2 GENERAL NOTES: co \ 8 8� 6 Qo" - 1. COORDINATE WITH TESC PLAN FOR EROSION CONTROL MEASURES. W \ \ \jLIMITS — a� 6 .. _ . "Qo" 1. COORDINATE WITH TESC PLAN FOR EROSION CONTROL MEASURES. INSTALL MINIMUM- STORM aL 8a 89 Q STORM WATER CONTROL FEATURES PRIOR TO DEMOLITION tom} � 83 62 az- - a3 .8a as �' 2. COORDINATE NETTING, SITE PIPING, AND DEMOLITION WITH CONSTRUCTION ACCESS N 8; r 81 / y `2 PHASING PLAN. CONTRACTOR SHALL PROVIDE A SITE ACCESS" AND A DEMOLITION PLAN cl: m� 13�� \ �' PRIOR TO THE START OF ANY WORK ON SITE. .TlE —IN NEW 12" 196 ZONE OF 90 �J SHEET � 00 5DINOATE WITH PAVEMENT 8 �,`��\ r", �� LIMITS OF i ISTiN� 8� 3. REFERENCE ELECTRICAL DRAWINGS FOR ELECTRICAL DEMOLITION. EXISTING \ \, B REMOVAL }PAVEMENT REMOVAL 4. COORDINATE DEMOLITION AND REMOVAL WITH SITE ACCESS PLAN AND UTILITY PLANS: 8a g z ® -4- - c Ge L7l 84 f NOTES: THIS TRANSFORMER TO J 8 REMAIN. CONTRACTOR SHALL I y 611 13 �2 1 REFER TO REPORT OF GEOTECHNICAL SERVICES — MAPLEWOOD TREATMENT \ l PROTECT VAULT DURING \� 14 i y I I _,80 O IMPROVEMENTS PROJECT — CITY OF RENTON, WAHNFORMATION AT THE TEST \\ EXCAVATION REF. ELECTRICAL u y 6, 2003 FOR FURTHER SOILS AND WATER TABLE DRAWINGS, AND DCN02B_ !, i y j <� REMOVE EXI TING BORING LOCATIONS SHOWN IN THE SOILS REPORTS. I PROTECTIVES 15 NETTING AND POSTS 8 y O 2Q (3) EXISTING MONITORING WELLS ARE AVAILABLE FOR CONTRACTORS USE B -1, / SOILS TEST BORING PITS AND B -2 AND B -3. GROUND WATER ELEVATION VARIES'— CONTRACTOR SHALL , y w GROUND WATER MONITORING VERIFY WATER TABLE ELEVATION PRIOR TO BID. CONTRACTOR SHALL PRESENT WELLS (TYP.) SEE DWG NOTES, / ( A DEWATERING PLAN PRIOR TO START OF CLEAR WELL EXCAVATION. — SEE SPECIFICATIONS. APPROXIMATE LIMITS OF CLEAR WELL EXCAVATION —'REF EXCAVATION I I y y I o DRAWINGS. - -- R TO— REMAIN 1 4 ' APPROXIMATE LIMIT OF STORM WATER VAULT:' EXCAVATION 0 az I y : %fir ; ;'.i t '� r c APPROXIMATE TIE—IN POINT REF DWG rr C33 DCN2B 1, 8 B -2 NEW EHH -3 w, z2 . y 0 y 8 y y y, ._ © APPROXIMATE TIE—IN POINT POWER CONDUITS — REFERENCE ELECTRICAL 87 ¢ -' a DRAWINGS. / ��. Al �, 2 �; -_ 7Q POT HOLE AND FIELD VERIFY AND COORDINATE DEMO AND TIE IN TO NEW AS REQUIRED REF C32. PIPING EXISTING CONTROL DUCT /j i, —,` _ r BANK, AND CONDUCTORS TO 2 r , "" -- p � REMOVE EXISTING 8" DIAMETER WATER: MAIN AND INSTALL NEW 12° DIAMETER REMAIN PEP. DCN02B `,;, 3 _ 10 WATER MAIN, TEES, HYDRANT AND NEW WATER MAIN 'APPURTENANCES PER 12/17/03. oe ,�� 1 _ - TING POST SHEET C35 IMMEDIATELY FOLLOWING DEMOLITION TO MINIMIZE DISRUPTION TO j r I EXISTING NET o J GOLF COURSE MAINTENANCE FACILITIES AND FIRE HYDRANTS. CONTRACTOR / - TO REMAIN (TYP.) 41, I SHALL GIVE 2 WEEK NOTICE AND COORDINATE THIS WORK WITH GOLF COURSE EXISTING MA (POWER DUCT g 7 11 PERSONNEL BANK, MEDIUM AND LOW _� ST SIDE TING OVERHEAD SINGLE PHASE UTILITY POLE TO BE RELOCATED BEHIND' 5 1 _ -, _, x. TO EA 9 EXIS 5 VOLTAGE DUCT BANK AND O - O CONDUCTORS VAULTS EHH -4B, . `o \', �� OF GOLF COURSE NEW KEYSTONE BLOCK' WALL. CONTRACTOR SHALL COORDINATE THIS `WORK EHHDUC, R REMAIN IN PLACE �/ \O WITH LOCAL UTILITY. COST OF UTILITY POLE RELOCATION SHALL BE BORNE BY PER DCN02B 12/17/03. MOVE EXISTING POWER CONTRACTOR. YJ, ",`r J y, VAULT NEW LOCATION REF TO ELECTRICAL I •_ "�_•,;, REFERENCE: ROAD ( EXISTING DRIVING RANGE POLES (85' HIGH + / —) TO REMAIN. CONTRACTOR y .1 13 DRAWING. SHALL PROVIDE PROTECTION AND HOLDBACKS AS REQUIRED DURING ALL ' ' - > -- ��� 1 OFILE C 5 SHEETS N1 N3. o \ FOR LIMITS, -0F GRADING AND EXCAVATION. REF. NETTING PLAN �\ ti EXISTING PAVEMENT Sam. i' s' <' REMOVAL 11 EXISTING OVER NETTING TO BE REMOVED INCLUDING GUYS, ANCHORS, AND 4 \ \ \\ :.. o q 6 x w� } r EXISTING WOOD POLES. COORDINATE THIS WORK WITH SITE ACCESS PLAN AND 1, / NETTING PLAN 'SHEETS N1 N3. REFERENCE EXISTING SITE FEATURES C3 FOR EXTENTS OF EXISTING NETTING. COORDINATE EXISTING CARTS ` `/ S► �a PATH REMOVAL WITH %�� �� © REMOVE EXISTING TREES. EXCAVATION AND ACCESS S --COORDINATE EXISTING PLAN O 13 POWER VAULT © REMOVE EXISTING ASPHALT REF. PAVING PLAN, EXCAVATION AND } NEW LOCATION WITH ACCESS /PHASING PLANS AND <IRRIGATION. REF. C6, C7_ 3 ' 2 1 2 DCN028 ELI 1 ISSUED FOR NO. A v TRICAL REVISIONS JE 2 0 GP ONSTRUCTION RB 0 0 GP REVISION BY DATE APPR B C 4 A CY) L0 M N C\1 '111111l 20 49 9 B C I D EX- IRRIGATION CONTROL PANEL (APPROX. LOCATION) 4 EX. I 8 EX. WATER IRRIGATION LINE 7 6 5 4 3 2 ISURVEYED: — DESIGNED: J.E. DRAWN: R.B. CHECKED: G.P. Apppn\/Pn- — 2 —RECORD DRAWINGS RB 11/06 GP I 1 ISSUED FOR CONSTRUCTION NO. REVISION BY DATE APPIR A B C D E I F IS H i J K L M N 0 P GENERAL NOTES: 1. COORDINATE WITH TESC PLAN FOR EROSION CONTROL MEASURES. INSTALL MINIMUM STORMWATER CONTROL FEATURES PRIOR TO DEMOLITION. 2. COORDINATE NETTING, SITE PIPING, AND DEMOLITION WITH CONSTRUC TION ACCESS PHASING PLAN. CONTRACTOR SHALL PROVIDE A DEMOLITION PLAN PRIOR TO THE START OF ANY WORK ON SITE. 3. COORDINATE WITH ELECTRICAL DRAWINGS FOR ELECTRICAL DEMOLITION. 4. COORDINATE DEMOLITION AND REMOVAL WITH SITE ACCESS AND UTILITY JILDING L PLANS. _j 5. ITEMS TO BE REMOVED ON SHEET C12 ARE NOT SHOWN ON THIS SHEET. NOTES: LOCATION OF EXISTING IRRIGATION SYSTEM MAINS, CONTROL WIRING, SPRINKLER HEADS AND FEED LINES AS SHOWN ARE APPROXIMATE ONLY AND ACTUAL LOCATION MAY VARY WIDELY. CONTRACTOR SHALL LOCATE, CUT CAP, AND MARK/RECORD LOCATION FOR FUTURE TIE—IN. RESTORATION AS REQUIRED. ALL EXISTING SPRINKLER LATERALS: IN THE WORK AREA. COORDINATE THE WORK WITH SITE ACCESS AND CONSTRUCTION PHASING PLAN' AND LANDSCAPE PLAN 4 — — — — — — AS REQUIRED. PROVIDE TEMPORARY CONTROL WIRING SERVICE TO EXISTING 3 SPRINKLERS IN FAIRWAY AS REQUIRED. CONTRACTOR SHALL COORDINATE THE WORK WITH GOLF COURSE PERSONNEL. 7 2 AT NO ADDITIONAL COST TO THE OWNER, EXPOSE, IDENTIFY, AND MAINTAIN OR RE—ROUTE ALL IRRIGATION SYSTEMS SHOWN THAT ARE TO REMAIN IN PLACE. GOLF COURSE IRRIGATION SYSTEMS OUTSIDE OF CONSTRUCTION LIMITS SHALL BE KEPT IN SERVICE AT ALL TIMES THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL COORDINATE THE WORK WITH THE GOLF COURSE PERSONNEL. REF. ACCESS, EXCAVATION, LANDSCAPE,, AND ELECTRICAL SITE, DRAWINGS. 6 \\\/—EXISTI NG NETTNG POLES TO R MIA IN EXISTING IRRIGATION CONTROL WIRING TO BE REMOVED, CONTRACTOR TO 6 (TYP) PROVIDE TEMPORARY BYPASS AS REQUIRED TO MAINTAIN OPERATION OF EXISTING IRRIGATION SYSTEM. COORDINATE THIS WORK WITH EXCAVATION _j IRRIGA _IION HEADER SHORING. TO EAST SIDE OF GOLF COURSE REMOVE TREES., PROTECT EXISTING IRRIGATION VALVES, MAINLINE AND CONTROLS. REMOVE EXISTING CUT AND CAP TYP @ NORTH EDGE OF TEMPORARY ACCESS ROAD IRRIGATION MAIN AND 1 2 4 RELOCATE REFERE TO MARK/LOCATE FOR FUTURE REFERENCE EXCAVATION PLAN NEW TREATMENT FACILITY NEW STORM VAULT #1 AND #2 N N ALL DISTURBED ROOF DRAINAGE PIPING FROM EXISTING BUILDING TO BE REPLACED IN KIND. TEMPORARILY ROUTE ROOF DRAIN INFILTRATION LINES TO CONSTRUCTION STORM WATER COLLECTION SYSTEM AS REQUIRED THROUGH 4- CONSTRUCTION. LOCATE AND RESTORE EXISTING 2" PVC IRRIGATION,.: LATERALS, HEADS, CONTROL WIRING AND VALVES AS REQUIRED AFTER INSTALLING 18" STORM OUTFALL. ALL EXISTING: IRRIGATION ON THE FAIRWAY SIDE, OF TEMP CART PATH­ N TO REMAIN OPERATIONAL. (9 REFERENCE SHEETS C8 AND C14. CONSTRUCTION RECORD DRAWING -NOTICE These record drawings have been prepared based upon = R291� ®- information contained in addenda, change orders, or other available construction information, and information provided by the Controctor, and by others. HDR has not - verified the accuracy or completeness of the information it does the or provided to and not warrant accuracy completeness of these record -. drawings. Users of this information shall be solely responsible to verify any and all information represented herein prior to any such use of the information. SCALE: AS SHOWN CITY OF RENTON AN DATE: OCTOBER, 2003 ONE INCH VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 Kennedy/Jenks Consultants ECONOMIC AND ENGINEERING SERVICES, INC. Planning/Building/Public Works Dept. PROJECT NO. 3-01-358 MAPLEWOOD ; -_ AT FULL SCALE 10900 NE 4TH STREET, SUITE 1110 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS REVISION NO. 2 32001 32nd Ave. S., Suite 100 BELLEVUE, WASHINGTON 98004 SHT NO. IF NOT ONE INCH Federal Way, Washington 98001 PORTLAND, OR BELLEVUE, WA KENNEWICK, WA OLYMPIA, WA DEMOLITION PLAN 2 OF 2 SCALE ACCORDINGLY DWG NO. 1313� E F G H K L M N W- AB SCANNED OCT 2 7 2916 1219115 31AI-Al ig ...... yy is x I X r � ; �,. JUKvtTLU: — JI.HLt:HJ JY1VVVly _ '. , . :- '� >'- OCTOBER, 2003 e p . DESIGNED. J.E. ONE INCH I—I VERTICAL. NAVD 1988 HORIZONTAL: NAD 1983 1991 Keened /Jenks Y „ ECONOMIC AND ENGINEERING SERVICES, INC. , =a ! Plonning %Building /Public Works Dept. PROJECT No. 3 -01 -358 DRAWN: R.B. =MAPLI WOOD o CHECKED: G.P. CHEG ED � AT FULL SCALE Cia'29S11I�'�.1�^s = _ 10900 - NE 4TH :STREET; SUITE 1110 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS .' REVISION NO. 2 ry APPROVED:: — DATUM 32001 32nd Ave. S., Suite 100': federal Way, Washington 98001 BELLEVUE, WASHINGTON 98004 I 2 F 4; EXCA�/ATION' PLAN O SHT N0 2 DRAWINGS RECORD DRA G RB 1/06 GP o IF NOT ONE INCH y, g PORTLAND, OR / BELLEWE, WA / KENNEWICK, WA /OLYMPIA, WA ° 1 ISSUE FOR CONSTRUCTION RB 0 0 GP SCALE: ACCORDINGLY DWG No. C15 N0. REVISION BY DATE APPR LL C E F G H K L M N W 2�53AA A B D 7 dpi SCANNED oCT 2 2 y «„ t � R v y i o' A Cn LO Cn N I` N �i 01 7 B I C h „' ti c�. ag — m o G1 i —A-. n \�8 N a < u i O SMP 6 : N a 5 4 I� P C� 85 w O L7 W 4 O Q ' z a v � 3 `CO NTR,ACT`0\R1` STAGING A A` 2 `, \ RE �� ` I `° D E F G H I J K L M N 0 P v 5 GENERAL NOTES r j� I —_F SM SM SMP W 1 P W 38 �� �- O THE CONSTRUCTION PLAN AND SPECIFICATIONS REPRESENT THE ENGINEER'S GENERAL APPROACH TO THE EXCAVATION, SHORING, AND 1 �' = SEQUENCING OF THE WORK. REFERENCE THE INSTRUCTION TO BIDDERS, _ — — — — — — — — — — — ' '-' — —50 1 \ m �_ ' ', : G I a—I — -- __ SPECIFICATIONS, AND THE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. — —� — -� o r' � 00 C4a 53 I SM(PP #5 \ co NOTES: 9 55 O NO UTILITIES MAY BE INSTALLED UNTIL SITE HAS ACHIEVED WED 86 j 1 ` ` -- _ ADEQUATE SETTLEMENT ENGINEER HAS ALLOWED THE ' — — — — — _ / INSTALLATION OF ANY SITE UTILITIES TO PROCEED SEE REPORT FOR DISCUSSION OF THE ANTICIPATED GEOTECHNICAL 77 / / \0", \ SETTLEMENT. 'FOR RETAINING WALL bb �/ i O % / "O'SMP �; ��'' 2O RETAINING WALL EXCAVATION, REFERENCE PLAN. INSTALL GEO FABRIC STRUCTURAL REINFORCING PER RETAINING WALL PLAN. ! v m c m . _ 77 4./j� /' �� j V. V 78 - INSTALL TURF AND RESTORE GOLF COURSE FAIRWAY AS REQUIRED VAULT #1 �. �j ��. ALONG EDGE OF TEMPORARY CART PATH IMMEDIATELY OVER ANY DAMAGED AREA. / / ® O CONTRACTOR SHALL MAINTAIN TEMPORARY ACCESS ROAD AND CART IRRIGATION SERVICE . SMP % %� 3 O 3 / J �_��� / / PATH. CONTRACTOR SHALL MAINTAIN EXISTING - THROUGHOUT EXCAVATION AND CONSTRUCTION ACTIVITIES. PRESERVE AND PROTECT, OR INSTALL TEMPORARY BY -PASS FOR 7 ' / EXISTING: PVC IRRIGATION MAINS AND IRRIGATION CONTROL WIRING \� /�- AS REQUIRED. REFERENCE IRRIGATION RESTORATION AN DEMOLITION 3 a 66 64 / �� DRAWINGS. 70 68 n5 APPROXIMATE LIMITS OF CONSTRUCTION DURING GOLF COURSE PEAK 2 RECORD DRAWINGS RIB 1/06 GP 1 ISSUED FOR CONSTRUCTION RB 0/0' GP NO. REVISION BY DATE APPR A B C TEMPORARY B v 5 / ACCESS ROAD 01 -0_ - CONSTRUCTION RECORD DRAPING NOTICE 5 \ ASPHALT PAVED These record drawings have been ;prepared based upon / 2z,,^-i5-, 119_ information contained in addenda, change orders, or 2 SAND PAD, IF } ' other available! construction information, and information NECESSARY NOT TO SCALE o 'R °O Provided by the Contractor, and by others. HDR has not 3 verified the accuracy or completeness of the information i provided to it and does hot warrant the accuracy or / ° 20 40 SETTLEMENT MONITORING PLATE completeness al these record drawings. Users of this \ IL information shall be solely responsible to verify any and IN / SCALEFEET - �SMPI DETA B. + r-+ e information. SURVEYED: herein prior to any such use of th SURVEYED: - SCALE: AS SHOWN °i Y- LITY OF RE 1 O1V DATE: OCTOBER, 2003 1 DESIGNED: J.E. VERTICAL: NAVD 1988 Planning /Building /Public works Dept. ECONOMIC AND ENGINEERING PROJECT No. DRAWN: R.B. ONE INCH HORIZONTAL: NAD 1983/1991 Kennedy /Jenks SERVICES, INC. 3 -01 -358 CHECKED: G.P. Consultants MAPLEWOOD APPROVED: - AT FULL SCALE 10900 NE 4TH STREET, SUITE 1110 REVISION No. 32001 32nd Ave: S., Suite 100 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS 2 DATUM BELLEVUE, WASHINGTON 98004 IF NOT ONE INCH Federal Way, Washington 98001 EXCAVATION PLAN !3 OF 4 SHT NO SCALE ACCORDINGLY PORTLAND, OR / BELLEWE; WA / KENNEWICK, WA /OLYMPIA, WA PRE -LOAD DWG NO. C16 D E F G H i K L M N W— 1219115 131 A kg SCANNED OCT 2 7 M R 2i)m 21�` co LO CD CV t__ CV U ►5 I 7 M* 5 4 3 2 A B PRELOAD GRADE 88 80 . TOP OF STONE COLUMN SOIL IMPROVEMENTS 70 C D I E FINISH GRADE �. EXISTING GRADES 88 F G H I ( J K L M N 0 P s GENERAL NOTES THE CONSTRUCTION PLAN AND SPECIFICATION REPRESENT THE 10 FINISH GRADE ENGINEER'S GENERAL APPROACH TO THE EXCAVATION, SHORING, AND PRELOAD GRADE 90 - - - - - _._ 90 SPEECIF�ICATIONS,'A D yTHEKGEO GEOTECHNICAL REPORT FOR ADDITIONA BIDDERS, INFORMATION. EXISTING GRADE 80 80 80 NOTES: EXCAVATION TOP OF STONE EX C A ON / 9 RETAINING WALL/ COLUMN SOIL ? RETAINING WALL (SHORING WALL) IMPROVEMENTS (SHORING WALL) 10 BOTTOM OF EXCAVATION ELEVATIONS SHOWN ARE � -70.5 APPROXIMATE BASED ON AVAILABLE Q�oQ Q�o� 70 70 // 2 70 GEOTECHNICAL INFORMATION. SEE GEOTECHNICAL O Ra� �8 67 O O L 6 REPORT APPENDIX A. 0900 Q00 �po0 2 Oho COQ �o Oo o O2 DEPTH OF SHORING WALLS SHOWN ARE 60 60 gg, 60 APROXIMATE AND FOR FACE OF WALL a''a U MEASUREMENT AND PAYMENT PURPOSED ONLY. 000 0 k B 0 ACTUAL 'DEPTH OF SHORING MAY VARY FROM 8 THAT SHOWN. BO EXCAVATION BOTTOM OF Qa ! 50 ! GRADE O 50 50 EXCAVATION p 50 GRADED 46 LEGEND 46 46 46 0 +00 0 +50 1 +00 0 +00 0 +50 1 +00 CUT VAULT #2 NEW BUILDING EXCAVATION FILL 7 SECTION A 1 ° =10' SECTION B 1 ° -10' 1 ° -20' 1 " =20r STONE COLUMNS 6 PRELOAD GRADE FINISH GRADE 90 _ _ gp PRELOAD GRADE FINISH GRADE 90 EXISTING GRADE s x ? i 80 - 80 EXISTING GRADE _ 5 x EXCAVA IT ON TOP !OF STONE k x RETAINING WALL COLUMN SOIL 80: 80 \\ . (SHORING WALL) IMPROVEMENTS s TOP OF STONE COLUMN SOIL 70 \\ \ \ 2 \ \, \ \\ F 70 € / IMPROVEMENTS 67 1 , 1 1 67 _ 70.5 , _' 1/'70.5 _ 0('8 0 8 a 8 a 8 aW8 Q 8 8 a 8 7o 70 COQ CQQ Q Q Q OQ Q CO° 1 2 0� 0 0 0 BOTTOM OF 60 !_ 0 0 0 0 0 0 - _ 00 0 00 0 . 0p0 ..._... 00 0 ...._._. Q09,0 60 s COo L OOo OOo 00°0 Zi EXCAVATION o'a ou�aa ��'a oUa o a QU"c4 I 3 Q0 0 Q 00 GRADE 1 4 p 0 0 0 0 0 0 0 C 0 BOTTOM OF O o 0 EXCAVATION : 60 0,_GRADE 56 50 �� �O 0 °0 - - 50 0 +00 0 +50 1 +00 46 _ _ 46 1 +50 1 +00 0 +50 0 +00 NEW BUILDING EXCAVATION VAULT #1 3 SECTION c 1' =10' SECTION D 1" =10' R .2953;1".0 cis ci s 1,._20' 1 " =20' CO NSTRUCTION RECORD DRAWING NOTICE 2 RECORD DRAWINGS 1 ISSUED FOR CONSTRUCTION NO. REVISION A B These record drawings :have been prepared based upon 2 information contained in 'addenda, change orders, or other available construction`: information, and information - - - provided by the Contractor;:. and by others..HDR' has not - verified.: the accuracy or completeness.. of the information- provided to it and does not warrant ..the accuracy or completeness of these record drawings. Users of this - information shall be solely' responsible: to verify any and - - - all information represented herein prior to any such use of the information: - SURVEYED: — SCALE:AS SHOWN VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM Kennedy /Jenks Consultants Consultants 32001 32nd Ave. S., Suite 100 Federal Way, Washington 98001 ECONOMIC AND ENGINEERING SERVICES, INC. 10900 NE 4TH STREET, SUITE 1110 BELLEVUE, WASHINGTON 98004 PORTLAND, OR /BELLEVUE, WA / KENNEWICK, WA /OLYMPIA, WA !M CITY OF PENTON Planning/Building/Public Works Dept. DATE: 1 OCTOBER, 2003. PROJECT No. 3 -01 -358 REVISION NO. 2 SHT NO. DWG NO. C17 DESIGNED: J. E. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DRAWN: R.B. MAPLEWOOD WATER TREATMENT IMPROVEMENTS CHECKED: G.P. APPROVED: — RB 1/06 GP EXCAVATION PLAN 4 OF 4 : RB 10/0 GP BY DATE APPR C D E F � cf) Lo W N rl- N I� w A B C ' D E ' F G H i J I K L M N 0 P i PERIMETER STRUCTURE WALL 10 8 7 0 6 /C PERIMETER WSDOT 9- 03:9(1) ' STRUCTURE WALL a' BALLAST STONE COLUMNS 0 ryp 36„ PER CHANGE ORDER #1 WSDOT 9- 03:9(1)0 O 5„ BALLAST 3' MIN ° O n OO O O O _ O�O �\ STONE COLUMNS 1'M1N Q O PER CHANGE OR DER #1 ��' C O � cl SHORING 180 0 0 C Q Q Q O C ° O O "\) Q o� o 0 0 DEPTH AS L OO OO so 1'MIN'. 0 0 I Ct O ° ° ° C F REQUIRED (TYP.) O0 QO H OH oO O O$ 0 O \ o a'�z ° °° O o O C ° � O ° ° ° 0 Q ° C °° ° O0 o ° ° 0 o ° ° O o O o C18 VAULT #2 3 O 0 O ° C D Q ° ° OO C C O Q O O O C 0 REINFORCED STRUCTURE BACKFH1 ADJACENT UNREINFORCED STRUCTURE HACKFILL Q O O O O O ry TO SHORIN \ 7 o ° °° o 0 0 Q ° ° o O o O o SECTIOC18 ° ° C O °° O C O ° C18 SECTION ° ° ° ° ° ° C N O Q O Q O NTS. 8 O NEW BU atiDINL ° ° O ' ° ° ° ° °° °°0O 00 ° 0° ° ° 0 ° 0 0 ° O O CO O O O 0 ° ° O O O 6 C PEIMETER ° CY3 N h N w 2 G 9 I 8 7 6 5 4 3 2 i i; 0 1 a' a - -. :. -. lUU Vo bi - 96 _- as 91 a a3 92 GENERAL NOTES: o0 8,5 as 87 a< 93 °a 9,5 $, vi'J ►... �g '.2" w � CB '�6 � � 8` 80 89 � 1. UNLESS NOTED OTHERWISE, ALL STORM DRAIN MANHOLE (STMH) O �g 86 SHALL BE 54" TYPE II PER CITY OF RENTON STANDARD DETAIL i i a' v �• -Ak . 3- X85 g' B -027 FOR DEPTH 12 "<, FOR DEPTH 12 "> DETAIL B -028. RING 3 1!2 S> ■ �j �2 AND COVER SHALL BE SOLID LOCKING TYPE I PER CITY STANDARD 9 DETAIL BR074. INSTALL WEDGE ACTING HDPE MANHOLE ADJUSTING - -� I IV � � •STMH �C1y ao 90 OWNSPOUT DRAIN RINGS BY LADTECH INC. AND ADJUST COVER TO MATCH GRADE k = O TIED IN TMf'i # / '�- alb YS' SLOPE. ,,t 6 W �`'/ C '#1 �ry n � / w`b AIR GAP 1 4 2• UNLESS NOTED OTHERWISE, ALL STORM DRAIN CATCH BASIN (CB) c — — °�° \ ■ 6" SS m 41 czs TO BE TYPE I PER CITY OF RENTON STANDARD DETAIL B -012 _ l '\ o o �' FRAME AND GRATE SHALL BE B =20.1 AND B -20.2 g -1 I O R I 3. UNLESS NOTED OTHERWISE, ALL STORM DRAINAGE PIPE (SD) TO BE 86 VAULT 2 12" DI Gg SMOOTH WALL HDPE, AD'S -N12 "PRO LINK WT BY ADVANCED I - DRAINAGE SYSTEMS, "BLUE SEAL" BY HANCOR, OR EQUAL. INSTALL NEW TREATMENT -.911 czs 83 KOR -N -SEAL BOOT BY NPC AT .MANHOLES AND VAULT EXISTING ING BLDG. 8" \ ) O I SS FACILITY. PENETRATIONS. GROUT IN PLACE. I \ o �1 0 \ 82 ° rn 81 NOTES 8 II I CB #2 CB #3 I O1 REF. STORM PLAN AND PROFILE SHEET C23 REF. STORM PLAN AND PROFILE SHEET C24 a� ao \\ JI I 5 �— B 0 REF. STORM PLAN AND - PROFILE SHEET C25 _ L �2 co \ \ 0 SS 8„ I - i Oil O STORM VAULT #1` AND #2 SHEET C26 7 72'7TE3r \ °' 10" SS VAULT EI 7 50 REF. SANITARY SEWER PLAN AND PROFILE SHEETS C30' 82 I C 10 �. � ° ° © REWORK EXISTING` BUILDING CLEAR WELL OVERFLOW AND AIR GAP a� .� o' —..o — czs STRUCTURE AG #4 \� IN i • ' i �- 7O -.REF. ELECTRICAL PLAN SHEETS / DOWNS UT DR 1 I' UL 1 A, PROX. LOCATION I I X rn 6 OF ELECTRICAL / \ \ \ �` I ' 1 �_ AIR GAP #2 A DUCT BANK cP o rn 0 (STORM) czs STMH O I > CB #4 x \ \ X Lj Ca o op� c , Sp m 0 STMH #5 5 10 \ \ \ 15 0 3 STMH �4 �. a� ry �ry NEW CART PATH 8 / \ \ \ ! 4 a ELECTRICAL DUCT BANK 4'-FROM FACE \ \ 7 OF STM 43 STORM PIPE RUNS t SUNDER \ ; \ 84 \ \ SEE ALSO SHT. C22 FOR UTILITY AS -BUILT �a ELECTRICAL DUCT BANK STMH #3 \ \ \ \�� &3 j I INFORMATION. \Q� 41 x SEE ALSO SHT. C32 FOR UTILITY AS -BUILT 77 rP 80 r} u • �g2 INFORMATION. 5�0 3 > 9 1 / SEE ALSO SHT C35 FOR UTILITY AS -BUILT INFORMATION. l STORM OUTFALL \ 2 u 8 czs o zo 40 m : I L CONSTRUCTION RECORD DRAWING NOTICE SCALE IN FEET \ �8 These record drawings have been prepared based upon 2, _ information contained in addenda, change orders, or a other available construction information, and information �t rovided b the Contractor, and b others. HDR has not �I " P Y Y verified the accuracy or completeness of the :information- . I provided to it and does not warrant the accuracy or completeness of these record drawings. Users of this C�l - - 8 _ information shall be solely responsible to verify any and - - all information represented .herein . prior to any such use oO;aO _ of the information. SURVEYED: - SCALE:AS SHOWN allm CITY OF RENTON BATE: OCTOBER, 2003 1 DESIGNED: J. E. VERTICAL: NAVD 1988 Planning /Building /Public Works 'Dept. ECONOMIC AND ENGINEERING PROJECT No. DRAWN: R.B. ONE INCH HORIZONTAL: NAD 1983/1991 Kennedy/Jenks SERVICES, ING. 3 -01 -358 I� Consultants MAPLEWOOD CHECKED: G.P. RB 1/06 GP APPROVED: - AT FULL SCALE 10900 NE 4TH STREET, SUITE 1110 REVISION No. 32001 32nd Ave. S., Suite 100 WATER TREATMENT AND'GOLF COURSE IMPROVEMENTS 2 P DAruM BELLEVUE, WASHINGTON 98004 A. 0. IF NOT ONE INCH Federal Way, Washington 98001 STORM PIPING OVERVIEW RB 0 0 GP SCALE ACCORDINGLY SHT N RB 10 0 G PORTLAND, OR /BELLEVUE, WA / KENNEWICK, WA OLYMPIA, WA owc No. C22 < BY DATE APPS C D E F G H J K L M N W- 2953AA Pb SCANNED OCT 2 7 2"a6 4 ` I 2 RECORD DRAWINGS = CHANGE PER ADDENDA 1 ISSUED FOR CONSTRUCTION NO. REVISION A B