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Home My WebLink AboutR-392338N 0') co I 0 W Y n W Q Z Z U Q LLJ LL 0 LL a rr J J Z O I— C.D Z_ Y J F- M 0 U U) 0 rri 0 N N E N 0 a 0 I Q0 0 I Ln CD rD U) 0 0 Ln Ln 0 Q0 BOLT -DOWN HOLE tTYP.I - 51m . i I NC- SEE ❑ETAIL & NOTE 2 D TOP SECTION RECESSED ALLEN: HEAD CAP SCREW IHI GRATE l 5i8" FRAME A 2 112" SECTION DETAIL BOLT -DOWN DETAIL NOTES I. This frame Is designed to accommodate 20' x 24" grates or covers z Provide two hales In the frame that are vertically aligned vulfh t he grate or cover slots. Tap each hole to accept a 618"- 11 NC x 2" alien head cap screw. Location of bolt down holes varies among different manufacturers. 3. Refer to Standard Sperlficatlon 9-05.15(2) for addl�Jonal requirements. ISOMETRIC VIEW PUBLIC WORKS RECTANGULAR FRAME STD. PLAN — 204.00 DEPARTMENT MARCH 2O08 24" lr BOLT -DOWN SLc g DETAIL AND N01 r 2 1r2• DIA E A g TOP A 314' t 112' 39• R - SEE NOTE 2 SECTION 91d' 5I9' ' DIAM. HOLE ' DIAM. HANDLE lie .54 BOLT -DOWN SLOT DETAIL SEE NOTE 1 SEMON NOTES I. Provide two slots In the cover that are vertically allgned with the holes In the frame. Location of bolt -down slats varies among different manufacturers. 2. Alternative reinforcing designs are acceptable In lieu of the rib design. 3. Refer to Standard Specification 9-05.15(2) for addiional requirements d. For Frame details, see City of Renton Standard Plan 204.00. ISOMEMIC SM. PLAN — 204.10 PUBLIC WORKS RECTANGULAR SOLID .+ DEPARTMENT METAL COVER 1 MARCH 2O08 FOR ALL URA AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON GENERAL NOTES: I I Rockery construction is a craft and depends largely on the I I skill and experience of the builder. Arockery is a protective system whigfl helps retard the weathering and erosion Fence 18" (Min Process on an exposed soil lace- While by its nature (mass, (BY Others) size, and shape of rocks) it wdll provide some degree of retention, it is not a designed or engineered system in the sense a reinforced concrete retainirlg wall would be considered designed orengineered, The degree of retention achieved is dependent on the size of the rock used; that is, the mass and the height or the wall being con stmded, Larger rocks typically are indicative of competent rockeries. Rockeries should be considered maintenance Items that will require periodic Inspection and repair. They should be located so that they can be reached by a contractor if repairs become neCr4ssary. CONSTRUCTION NOTES- 1. Maximum Inclination of the slopes above and behind rockeries shall be 21HAV (Horizontal: Vertical), 2. Minimum thickness of unit drainage fill behind rockery face shell be 18 inches. 3. Minimum embedment into undisturbed native soil shall be 12 inches. 4- Maximum rockery height H = 10 feet - Rockery shall be constructed in accordance with Associated Rockery Contractors (ARC} guidelines. The Geotechnical Engineer shall observe rockery construction or. a periodic or full-time basis as appropriate. Unless otherwise specified in writing by the rockery "designers", all rocks placed in the lower two-thirds of the wall should be 5 to 6 man rock. 4.000 lbs. or larger. Rocks placed above this level should gradually decrease In size with Increasing wall height using 3 to 4 man rock, 700 to 4,00 lbs. The long dimension of the rocks should extend back towards the cut face to provide maximum stability. Rocks should be placed to avoid continuous joint planes in vertical or lateral directions- Fach nick should bear on two or more racks below it, with good flat -to -flat. contact. All Trickeries over 4 feet in height should be constructed on basis of wall mass, irrespective of face square footage. Size Approximate Weight (Ibs.) Approximate Diameter (in. 1 man 50-200 12-18 2 man 200-700 16-28 3 man 700-2.006 28-36 4 man 2,000-4.000 3848 5 man 4.006-6,000 48-54 6 man 6,000-8,000 54-50 • , 7 & 2 Mar: Rack °•v" . rO� o+ a. 0, a. o 3 9 4 Man Bock r . 15. .a_: ci: : o o•' � :;a S 5 Alan Rock _ . :o.flaolll !III 12" (Min.) 4. -- 04 NOT - TO - SCALE e *FENCE NOTE: Fences will be installed on top of all walls. Such fencing may include temporary safety fencing (chain link or equal) until permanent fences are installed. Permanent fences shall be no greater than six feet in height above the top of the wall and may be either solid woad, vinyl -dad chain link, or such other type as determined by the owner. f Df WAS. .6�,tihM's of no less than six racks of each man-size (January 1988). LEGEND: i I I I ¢ ❑mirage materials to consist of clean, angular, •: °; ¢:y, well -graded quarry spalls, with 4-inch maximum '`+�' 0• size. or other material approved by tha Geotechnlcal Engineer. NATIVE CUT ROCKERY ❑ETAIL _f I I = Competent rla5ve cut confirmed by the Reserve 8t Tiffany Park 11 Geotechnical Engineer. Renton, Washington -inch minimum diameter, perforated Drwn KCH Date 1012912014 Pro No. 3633 or slotted, rigid, plastic PVC pipe, laid with a positive J• gradient to discharge under control. well away from the wall. Checked KDH Date Oct.2014 Plate 1 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION 1 3 uATd 79 0 � ourruL ro srse rm a urnnr TOP sd• X d Eg1,FAt, $PgGE$ a EQUAL SPACES T^ SECTION �s SLOT - SEE DETAIL AND 140TE1 SECTION 37A' 1 11d" BOLT-DOVM SLOT DETAIL SEE NOTE 1 NOTES Provide two slats In the grate that are vertically aligned �. with the holes In the frame. Location of bolt -clown slots varies among different manufacturers. ISOMETRIC z Refer to Standard Specification 9-05.15(2) for additional requirements. 3. Use only on sags and vertical curbs locailons. d• Unless otherwise specified, vaned grates shall be used with standard frame in the travel way, gutter or shoulder• vaned grates shall not he located vviihin urossrands. Use vaned grates along r>fled curbs. # � PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL STDPLAN — 204•$0 DEPARTMENT VANED GRATE MARCH 2O08 SURVEYED: BCE DESIGNED: BJT BK '11/20/18 BJT DRAII RAG BK 11/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY i TOP 751l 7 OR 8 EQUAL SPACES 3�iS1 -DIRECTION OF FLOW T— SECTION ISOMETRIC PUBLIC WORKS DEPARTMENT SLOT - SEE DETAIL AND NOTE I SECTION 1 114" NIP BOLTZOWId SLOT DETAIL SEE NOTE 1 NOTES 1. Provide two slots In the grate that are vertically aligned with the holes In the frame. Location of bolt -down slots varies among different manufacturers. 2. Refer to Standard Spedilcatlon 9-45.15(2) for additional requirements. 3• unless otherwise specified, vaned grates shall be used with standard frame In the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. RECTANGULAR PLAN — 204.20 VANED GRATE MARCH 2O08 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS rdwoom 41 11, W�Da n�A �rg s4 423 eF'l S T F NA L � � 11/zo/zos 2 (n LLJ (. U F Z > Z Of 0 N Z UJ J J a < LLJ z< X Z LLJ N w J Z Q r-10 O N N N 00 U Lg Z � 00 N cfl r t]O > w Z CN Q 1 1 w L,J to to z 3 Z In N .-..-. N Z — LLJ} W N ?_0 Z LLJ N N J a- sd�� J TQ � i LU APPROVED BY DATE W APPROVED BY DATE v APPROVED BY DATE b� ° CONS) APPROVED BY DATE VERTICAL: NAVD ROAD AND DRAINAGE NOTES AND DETAILS DATE, 1 HORIZONTAL: NAD 1983/1991 /20/2018 3/1CITY OF ASBUILT — ALLURA AT TIFFANY PARK pAGEB00K: RENTON MAINVUE WA, LLC DRAWING NO: DATUM Plonning/Building/Public Works Dept. 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 SHEET -w 0E:68