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Home My WebLink AboutR-399114z CLLJ G LLJ i O z O U LLJ ry- LIJ z ¢ J z V U LJ— ILL. I- 0 I O I F— X O J z J 5ry- 6 LLJ z LLJ � U r� rri o J N 0 N N 0 ai L.IJ E 75 Q 0 0) LLJ � J o ¢ Q 0 I- 0 J Q I 0 I N or) CD 00 I— z W z J Q W W U U Q F- 0 z U a / N CD Oo i 0 CD CD OO W j W H a i, TREE PROTECTION MEASURES: Protection Measures During Construction: Protection measures in this subsection shall apply for all trees that are to be retained. All of the following tree protection measures shall apply: a. Construction Storage Prohibited: The applicant may not fill, excavate, stack or store any equipment, dispose of any materials, supplies or fluids, operate any equipment, install impervious surfaces, or compact the earth in any way within the area defined by the drip line of any tree to be retained. b. Fenced Protection Area Required: Prior to development activities, the applicant shall erect and maintain six-foot (6') high chain link temporary construction fencing around the drip lines of all retained trees or at a distance surrounding the tree equal to one and one -quarter feet (1.25') for every one inch (1") of trunk caliper, whichever is greater, or along the perimeter of a tree protection tract. Placards shall be placed on fencing every fifty feet (50') indicating the words, "NO TRESPASSING — Protected Trees," or on each side of the fencing if less than fifty feet (50'). Site access to individually protected trees or groups of trees shall be fenced and signed. Individual trees shall be fenced on four (4) sides. In addition, the applicant shall provide supervision whenever equipment or trucks are moving near trees. c. Protection from Grade Changes: If the grade level adjoining to a tree to be retained is to be raised, the applicant shall construct a dry rock wall or rock well around the tree. The diameter of this wall or well must be equal to the tree's drip line. d. Impervious Surfaces Prohibited within the Drip Line: The applicant may not install impervious surface material within the area defined by the drip line of any tree to be retained. e. Restrictions on Grading within the Drip Lines of Retained Trees: The grade level around any tree to be retained may not be lowered within the greater of the following areas: (i) the area defined by the drip line of the tree, or (ii) an area around the tree equal to one and one-half feet (1-1/2') in diameter for each one inch (1") of tree caliper. A larger tree protection zone based on tree size, species, soil, or other conditions may be required. (Ord. 5676, 12-3-2012) f. Mulch Layer Required: All areas within the required fencing shall be covered completely and evenly with a minimum of three inches (3") of wood chip mulch prior to installation of the protective fencing. Exceptions may be approved if the mulch will adversely affect protected ground cover plants. (Ord. 5676, 12-3-2012) g. Monitoring Required during Construction: The applicant shall retain a certified arborist or licensed landscape architect to ensure trees are protected from development activities and/or to prune branches and roots, fertilize, and water as appropriate for any trees and ground cover that are to be retained. h. Alternative Protection: Alternative safeguards may be used if determined to provide equal or greater tree protection. (Ord. 5676, 12-3-2012) 4" CONCRETE WALK (BROOM FINISH) WITH 6X6 - W1.4XW1.4 W.W.F. PULVERIZED TOPSOIL (TYPICAL LANDSCAPE AREA) SEE SITE PLAN FOR WIDTH SLOPE TO 2" BELOW TOOLED JOINT THE TOP OF SIDEWALK-� \ a a 1 " RADIUS ON EDGE 6" 1 ADJACENT PAVEMENT 0 .0 �° o Q° o 0. O O o 0 O O ROCK BASE COURSE DEPTH CRUSHED ��j/\�j/\ // COMPACTED BASE TO 95% DENSITY TYPICAL SECTION TYPICAL SECTION IN LAWN AREAS ADJACENT TO DRIVES NOTES A. SIDEWALKS WIDTH VARIES (WIDTH PER PLAN) CONTROL JOINTS TO BE PLACED AT SPACING EQUAL TO SIDEWALK WIDTH. B. PROVIDE EXPANSION JOINTS AT 28' TO 30' O.C. MAXIMUM. C. WHEN WALK IS ADJACENT TO THE BUILDING PROVIDE 3/8" X 4" IMPREGNATED FIBERBOARD. �014A(j 0 U 2s� C `T/NG ENGXN�� ON —SITE CONCRETE SIDEWALK W/6n RAISED CURB NOT TO SCALE 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES CONSTRUCTION NOTES AND DETAILS 11 UW MEDICINE - VALLEY MEDICAL CENTER TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS "BAND - OR NTING 001 E.../,.me N)LTAL TOLE OR LUMMUURE 4" MIN. T DGE Or 5/16"x - " WI GALVANIZED BOLT TH GALVANIZED WASHERS. 2" SQUARE METAL POST—,.IZ _ T U O� o T � 2S L - TUSE a hI '1 LINE NOTES 1 l-V.'., DNS FOR THE PARTS USED TO ASSEMBLE THE BASE CUNNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE CONNECTIONS ARE PATENTED. MANUFACTURED PRODUCTS THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE ASSEMBLED. 2. A 2" (IN) POST WITH A 2 1/4" (IN) PSST ANCHOR OR A 2 1/4" (IN) POST WITH A 2 1/2" (IN) PSST ANCHOR MAY BE SUBSTITUTED- SEE CONTRACT PLANS. J. PERFORATED SQUARE STEEL POST SHALL MEET THE REOUIREMENTS OF WSDOT STANDARD SPECIFICATION 9-06. 4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED HARDWARE THAT MEETS THE REOUIREMENTS OF WSDOT STANDARD SPECIFICATIONS 9-06 AND 9-28. EDGE OF TRAVELED ROADWAY 90 30'--1 FOR REFLECTORIZEO SIGNS- MOUNT FACING S(degree) OUTWARD IF SIGN IS WITHIN 30 FEET OF ROADWAY •ION PACE OItlNITATION SIGN POST •ORI ��O N)I C)ORNEABD r POSTSUPPSIG OR7 SHOULDER( BOLT NIM NUT AND WASHERS 2 REOUIRED (TYP) T STOP CN POST TYPE STA SNiN SUPPORT LOWER SIGN POST SUPPORT - 2,25" (IN). 7-GAGE. HOT -DIP GALV.. HEAVY-DUTY ANCHOR I COMMERCIAL CONCRETE EIOUNTNNI ON FERAL POST SIGN MOUNTING ON SINGLE STD PLAN— 129 PUBLIC WORKS METAL POST APPROVED: Q �• DEPARTMENT (ADOPTED) 6-M 8i "V�IV 6" MIN. ETF NEW UTILITY PIPE (ON -SITE ONLY) MINIMUM CLEARANCE DETAIL NOT TO SCALE TEMPORARY CAP AT EDGE OF Si OF WAY UNLESS OTHERWISE y RNJ LINEDIRECTED RIG IN CONTRACT J. Jt, M J�Jii Je ,y X CONCRETE SIDEWALK PLANING STRIP J. J CONCRETE CURB - TYPE MAY VARY ROADWAY -� (REINFORCEMENT NOT SHOWN) PLAN EXP. JOINT WITH N16• If? JOINT MATERIA WIRE MESH IIT . a F WIRE MESH REINFORCEMENT RAV LINE 4" DRAIN PIPE 12, 9' 6 x 6 W4.0 x W4.0 (4 GAGE) "' 4" DRAIN PIPE (TYP) Ix4 W2.9 x W2.9 is GAGE)) CAPPEDATEDGE SEE SID. SPEC. ( OF R:W SECTION � 112" MINIMUM COVER CONCRETE " SIDEWALK PLANTING STRIP CONCRETE CURB - TYPE MAY VARY " ROADWAY INVERT OF DRAIN SHALL BE AT OR ABOVE GUTTER LINE ISOMETRIC PUBLIC WORKS DOWNSPOUT STORM STD. PLAN — 210.00 �. DEPARTMENT DRAIN, UNDER SIDEWALK MARCH 2O08 y� _t E Yi i. Jar Jir ' 4' DRAIN PIPE EXP. JOINT - Ju may, Ji, r, �u, ., J�. J• w J° �� SAID �E W A Sy,1 6 41 SURVEYED: SCALE: DESIGNED: ZM �o p 24661 O �� DRAWN: �F FC / S T F �� ZTW ONE INCH sS��NA L ECG\ 1 REVISED PER ASBUILT DRAWINGS ZTW 2 16 20 ZTW CHECKED: AT FULL SCALE AS IF NOT ONE INCH 9/22/2020 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SPEC-TCBu09/03/2014 Tuff Curb° T 3.5" 40" Reflector Color Options Z _.. _ � J 12•• OPTIONAL END CAP T z" 1 18" \ Y SPECIFICATIONS RECOMMENDED USES • Tuff Curb® is constructed of highly durable injection- • Ideal for use for curves, medians, edge lines, work molded plastic that is resistant to: ultraviolet light, zones, rail crossings, toll booths. ozone, and hydrocarbons. • Curb equipped with "Quick Release" feature which AVAILABLE COLORS allows the upright to be removed from the base without the use of tools. • White • NCHRP-350 accepted RWZ-243 • Yellow ❑ • MASH 2O09 accepted #WZ-318 . 40" curb section weighs 12 lbs. • Other colors available special order • 18" end section weighs 4 lbs. (minimum quantities required) q ..,z 4955 Stout Dr. •San Antonio, TX 78219 recovery 210-736-4477.800-736-5256 • Fax 210-734-6448 S Y S T E M S- Email: info CaTimpactrecovery.com wwmimpactrecovery.com QR-. Download SPe=SH. % CITY OF RENTON Planning/Building/Public Works Dept. R-3991 14 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CONSTRUCTION NOTES AND DETAILS UW MEDICINE -VALLEY MEDICAL CENTER TALBOT ROAD INTERSECTION UPGRADES 400 SOUTH 43RD STREET RENTON, WA 98055 DATE: 09/27/19 FlELDBOOK: PAGE R15 DD M O O O C� JLO N 0 O O 0 I Iy