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Home My WebLink AboutzR-4116Set(n IY LLJ ry a c� 0 Q w _ z, r n N a i 4 1300 BRONSON WAY UTILITY CONVERSION SHEET INDEX SHEET# UTILITY CONVERSION PLANS N3rd 1 CA-1.01 Utility Conversion Cover Sheet I 1 2 CA-1.02 Utility Conversion General Notes a' 1 i 3 CA-2.01 Utility Conversion Plan l Profle - Bronson Way 4 CA-2.21 Utility Conversion Plan 1 Profile - Garden Ave N N 2rM 5 CA-2.31 Utility Conversion Plan 1 Profile - N 2nd St 40 20 0 40 80 1 1 I 1 6 CA-2.41 Utility Conversion Plan 1 Profile - Meadow Ave N project Site scale 1" 40' feet = I I I 7 CA-2.51 Utility Conversion Plan l Profle - Alley 8 CA-4.01 Typical Early Work Street Sections ---------}-------1----- 1 1 _ _ _ _ _ : 9 CA-4.11 Typical Early Work Details ti, e� Cr LEGAL DESCRIPTIONS: LOTS 1-16, BLOCK 1, CAR WORK'S ADDITION TO RENTON, PER PLAT RECORDED IN VOLUME 15 OF PLATS, PAGE 47, RECORDS OF KING COUNTY. WASHINGTON UTILITIES/SERVICES: WATER: CITY OF RENTON PUBLIC WORKS DEPT. 1055 SOUTH GRADY WAY, 5TH FLOOR RENTON, WA 98057 (425) 430-6400 61:ii CITY OF RENTON PUBLIC WORKS DEPT 1055 SOUTH GRADY WAY, 5TH FLOOR RENTON, WA 98057 (425) 430-6400 3 POWERIGAS: PUGET SOUND ENERGY 8001 SOUTH 212TH STREET KENT, WA 98032 o (425)395-7065 PHONE: t CENTURY LINK a 23315 66TH AVE S. E KENT, WA 98032 8 (253)372-5361 COMCAST ' 410 VALLEY AVE III SUITE 12-BLDG C PUYALLUP, WA 98371 (253)288-7532 U FIRE: RENTON FIRE & EMERGENCY SERVICES 1055 S. GRADY WAY A RENTON, WA 98057 w (425) 430-7000 SCHOOL: .� RENTON SCHOOL DISTRICT u' 300 SW 7TH STREET of RENTON, WA 98057 (425)204-2300 i• - I-- — — - --T - N 2Np' S SHEETCA-2.31 —x x x—x—.'—x—x LJX —_--- — -- TL x I I I �+ I N 2ND ST + I �I. I SHEET CA-2.21 VERTICAL DATUM NAVD88 PER CITY OF RENTON BENCHMARK 471 FOUND CGS DISC STAMPED "K 384 1959"ON CONC CURB ON THE BRONSON WAY BRIDGE OVER THE CEDAR RIVER. ELEVATION ON DISC = 44.557' BASIS OF BEARINGS NAD83/91 WASHINGTON NORTH ZONE STATE PLANE COORDINATES PER CITY OF RENTON SURVEY CONTROL NETWORK MONUMENTS 1879 & 1887. x m w w 0 z a P.O. Box 81211 � o Seattle, WA 98108 NR patrick@hl.engineeding HLENGINEERING (e5e)581-0754 a o A" Q��o* wAa�PA�� peep 4a 01 <pe� IL AL6 —I-.J 'P2. R I I f3l 1 SHEETCA-2.41 i I II o o m j I I I :j zxl wl Il I r°- m Imp I z D �g6! I D 1 I I 1 z l I I �� I �.•� II / 61 • � SEEIEI f �a35^ a / ON W BRONS AY N SHEETCA-2.01 /.-�/ / SHEET CA-2.51 ill L. BASIS OF BEARINGS NAD 83191 Washington North Zone State Plane Coordinates Per City of Renton Survey Control Network Monuments 1879 and 1887 VERTICAL DATUM NAVD88 Per City of Renton Benchmark 471. Found CGS Disc Stamped "K 3841959" on concrete curb on the Bronson Way bridge over the Cedar River. Elevabon on disc =44.557 ASSOCIATED BUILDING PERMITS BUILDING PERMIT NO. VICINITY MAP Liberty Pak Cedar Rarer Park ASSOCIATED CIVIL & SITE CONSTRUCTION PERMITS PUGET SOUND ENERGY UTILITY PERMIT NO. CENTURYLINK UTILITY PERMIT NO. COMCAST UTILITY PERMIT NO. ENGINEER HL ENGINEERING 5900 4TH AVE S, SUITE 204 SEATTLE, WA 98108 (858) 581-0754 CONTACT: PATRICK HANSEN-LUND, P.E. SURVEYOR TERRANE 10801 MAIN ST, SUITE 102 BELLEVUE, WA 98004 (425) 458-4488 DEVELOPER CONSTRUCTION INDUSTRY TRAINING COUNCIL (CITC) OF WASHINGTON 1930116TH AVE NE BELLEVUE, WA 98004 CALL BEFORE YOU DIG: 1-800-424-5555 FOR REFERENCE ONLY: UTILITY CONVERSION UNDER SEPARATE PERMIT. S-411601 R-411601 IN COMPLIANCE WITH CITY OF RENTON STANDARDS - AS —NOTED N pi_, Mae Im vsaxe�Impel CITY OF CITC HEADQUARTERS PAH --- RENTON 1300 BRONSON WAY N, RENTON WA 98 awa DATUM UTILITY CONVERSION Plonning/Building/Public Works Dept. NO. REVISION BY DATE APPR "°^"^^^ """"p°'N"' COVER SHEET 10.11 CA-1.01 1 X'9 co T T 0 W H Cn CY W iY a Q W vej T 7 n N a i ►� k: GENERALNOTES 1. ALL WORK WITHIN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO THE CITY OF RENTON STANDARD DETAILS AND 2020 VERSION OF THE STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTIOW. 2. A COPY OF THE APPROVED PLAN MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. ALL PERMITS REQUIRED FOR WORK WITHIN THE PUBLIC RIGHT OF WAY MUST BE OBTAINED PRIOR TO THE START OF CONSTRUCTION. 4. ALL DAMAGE TO CITY INFRASTRUCTURE CAUSED BY THE CONSTRUCTION SHALL BE IMMEDIATELY REPORTED AND REPAIRED AS REQUIRED BY THE CITY OF RENTON. 5. SURVEYING AND STAKING OF ALL IMPROVEMENTS IN THE PUBLIC RIGHT OF WAY SHALL BE COMPLETED PRIOR TO CONSTRUCTION. 6. THE GENERAL CONTRACTOR OF RECORD SHALL BE RESPONSIBLE FOR REFERENCING AND REPLACING ALL MONUMENTS THAT MAY BE DISTURBED, DESTROYED OR REMOVED BY THE PROJECT AND SHALL FILE AN APPLICATION FOR PERMIT TO REMOVE OR DESTROY A SURVEY MONUMENT WITH THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, PURSUANT TO RCW 58.24.040(8), 7. THE GENERAL CONTRACTOR OF RECORD SHALL NOTIFY THE CITY OF RENTON AT LEAST TWENTY-FOUR (24) HOURS IN ADVANCE OF ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, AND STREET CLOSURES OR OTHER ACCESS BLOCKAGE. 8. THE GENERAL CONTRACTOR OF RECORD SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES DURING CONSTRUCTION. 9. IT IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR OF RECORD TO VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. 10. THE GENERAL CONTRACTOR OF RECORD SHALL ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE STRUCTURE LIDS, VALVE BOXES, AND UTILITY ACCESS STRUCTURES TO FINISH GRADE WITHIN AREAS AFFECTED BY THE PROPOSED IMPROVEMENTS. 11. INSPECTION AND ACCEPTANCE OF ALL WORK IN THE PUBLIC RIGHT-OF-WAY SHALL BE DONE BY REPRESENTATIVES OF THE CITY OF RENTON. IT SHALL BE THE GENERAL CONTRACTOR OF RECORD'S RESPONSIBILITY TO COORDINATE AND SCHEDULE APPROPRIATE INSPECTIONS ALLOWING FOR PROPER ADVANCE NOTICE. THE CITY OF RENTON INSPECTOR MAY REQUIRE REMOVAL AND RECONSTRUCTION OF ANY ITEMS PLACED IN THE RIGHT OF WAY THAT DO NOT MEET CITY STANDARDS OR THAT WERE CONSTRUCTED WITHOUT APPROPRIATE INSPECTIONS. 12, ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE STATE OF WASHINGTON MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND APPROVED BY THE CITY OF RENTON FOR IN -STREET WORK. AN APPROVED TRAFFIC CONTROL PLAN WILL BE REQUIRED FOR ALL STREETS PRIOR TO BEGINNING CONSTRUCTION. A HLENGINEERING P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineedng (858) 581-0754 I_1001001C0»9I MAINI[A010 AC Asphalt Concrete LARCH Landscape Architect ARCH AmNitectural LB Pound ASPH Asphalt LF Linear Feet AVE Avenue LP Low Point LT Left BLDG Building BM Benchmark MAX Maximum BOT Bottom MECH Mechanical BIN Bottom of Wall MH Manhole MIN Minimum CB Catch Basin MISC Miscellaneous CIP Cast -In -Place CIL Centerline N North CLR Clearance NO Number CO Cleanout CONIC Concrete PC Point of Curvature COND Conduit PERF Perforated CONN Connect or Connection PIL Property Line CONT Continuous, Continuation PROP Property COORD Coordinate PSE Puget Sound Energy C.O.R. City of Renton PT Point of Tangency CTL GenturyLink PVC Polyvinyl Chloride CTR Center PVMT Pavement CIF Cubic Feet R Radius DEMO Demolition REINF Reinforcing DEPT Department RT Right DI Ductile Iron RIW Right of Way DIA Diameter DIP Ductile Iron Pipe S South DIN Domestic Water SO Storm Drain DWG Drawing SDMH Storm Drain Manhole SF Square Feet E East SHT Sheet EA Each SIM Similar EJ Expansion Joint SSMH Sanitary Sewer Manhole ELEC Electrical ST Street EX or EXIST Existing STD Standard FD Footing Drain T Tangent FF Finished Floor TC Top of Curb FG Finished Grade TELECOM Telecommunications FT Foot or Feel TYP Typical FTG Footing TESC Temporary Erosion and FW Fire Water Sedimentation Control TW Top of Wall G Natural Gas, Finished Grade, or Finished Gutter Elevation V Vertical VC Vertical Curve HYD Fire Hydrant VERT Vertical IE Invert Elevation W West, or Water INV Invert JT Joint D SAS —NOTED X0fl6pR "'O'aeii,as, pAH BWRI AT M ME DATUM F � � 1� (i N0. REVISION BY DATE APPR wow. �'IX41°'x"Y FOR REFERENCE ONLY; UTILITY CONVERSION UNDER SEPARATE PERMIT. S-411602 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CITY OF CITC HEADQUARTERS RENTON 1300 BRONSON WAY N, RENTON WA 98 Plonning/Building/Pubhc Works Dept. TYPICAL EARLY WORK GENERAL NOTES 10.11 —1.0: 2 "' 9 co r T v 0 0 w H Ld ry a c� 0 Q W U T 7 n N a k: 30 A POINT OF INTERSECTION STA 11+00.00 BRONSON WAY NORTH= STA 25+76.54 GARDEN AVE N HLENGINEERING P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineenng (858) 581-0754 P K41V. 48 01 •$ Firs-ry AL6 FA G Q� C) I RIGHT-OF-WAY OF -WAY /2 �/ : I NG DEDICATED I ot / RIGHT-OF-WAY DEDICATED j I (1) 2" ELEC (SCL, L RIGHT-OF-WAY ST LIGHT) too i" I -- �31336d� , p3A 36d / 03133gd� -- / Ems, C3t336d SEE �,� / P lEC i�EE�EC / _PSEREC \ � _ I i 13+00 NO N 0 N m REVISION I _ 14+00 CENTERLINE (RIGHT-OF-WAY) BRONSON wA l' N .. �. n o Q POINT OF INTERSECTION -. STA 14+16.65 BRONSON WAY N= _ STA 44+62.12 MEADOW AVE N BY I DATE I APPR 1. COORDINATE UTILITY POLE REMOVAL WITH PURVEYOR. SEQUENCE WORK WITH STREET IMPROVEMENTS AS NEEDED TO PROVIDE CONTINUOUS STREET LIGHTING. 2. UNLESS NOTED OTHERWISE, CONDUIT BEND RADII SHALL BE 4' MINIMUM. DEPTH OF COVER OVER STREET LIGHT CONDUIT OUTSIDE OF JOINT TRENCHING CONDITION SHALL BE 18" MIN, DEPTH OF COVER OVER PRIMARY CONDUIT OUTSIDE OF JOINT TRENCHING CONDITION SHALL BE 36" MIN, 3. PROVIDE REPLACEMENT SURFACING (SIDEWALK OR VEHICLE PAVEMENT) MATCHING EXISTING OR PROPOSED NEW CONDITION OVER UTILITY TRENCH ROUTES. 603 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 20 10 0 20 40 scale 1" = 20' feet � .- —As-NOTED Im CITY OF CITC HEADQUARTERS , axeDPAH --- RENTON1300 BRONSON WAY N, RENTON WA 98 BWR DATUM UTILITY CONVERSION PLAN °1tM1FO' � •*NLL� � Plonning/Building/Public Works Dept. wo . NMY BRONSON WAY N 10.11 CA-2.0 3 9 c r I � I Lu � I I rl� L1J I ~ ry I a j r) Qrev _..J sad = LLl Co /t / r -7 - / N a / } r k: \ POINT OF INTERSEC / STA 21+00.00 GARDEN AVE N= STA 31+00.00 N 2ND ST TEMPORARY STREET LIGHT ELECTRICAL RE -CONNECTION CONSTRAINED UTILITY CROSSING: CONDUIT CONDUIT (PSE) TO BE INSTALLED 12" MIN BELOW INVERT OF FUTURE 6" SD J J J (SEE SHEET CB-8.11) y uw^i N a o a o a o (] N W N (] N I 1300 BRONSON WAY "� �� mn Z a N } m OR TH + N + CONSTRAINED UTILITY CROSSINGN EXISTING OM CABLING o g w o .9 TYP SECTION CONDUIT (PSE) AND CONDUIT (CTL) U N w w IY U m TO BE REMOVED (PSE) TO BE INSTALLED 12" MIN BELOW INVERT OF FUTURE 6" SO (1) 2" ELEC (SEE SHEET CB-8.11) (PSE, ST LIGHT) CA- _.._.._.. ..T _.. .._ PSE ELEC ICE ELEC PSE ELEC ']3133Sd 031335d llJ x— — E}xj_x—xx x—x—x _x —x— — x— x_xx—x �x—xx—xx—x_x— /VX i } 122+00 } V W•Q ZIU �} z•w U w \ } N (n RIGHT-OF-WAY, 0I I I 50 ---.----------------------------------a-----_o------:-.-- 45 40 ----------------------------------------=- _-_--_-`- ---- �-_-- 35 30 0 N P.O. Box 81211 Seattle, WA 98108 FIL Patrick@hl.enginengineenng HLENGINEERING (858)581-0754 A K4W. �� 48fi01 •$ Fcrs-rva� AL6 EXISTING UTILITY POLE TO BE REMOVED (PSE) -- -- ---- 23t'bU— SEE NOTE 1—.—.—.—.— IGARDEN AVE N I I w � It; EXISTING OVERHEAD a g e- g a g TELECOM TO BE REMOVED - (1) 2" ELEC (PSE, ST LIGHT) 24+00f 1 .I m (1)2"ELEC \ (PSE, ST LIGHT) - TEMPORARY STREET LIGHT �,F`c 04�\ ELECTRICAL RE -CONNECTIONS CONDUIT EXISTING f\ RIGHT-OF-WAY — \ � NN\ ) \0 � \ DEDICATED RIGHT-OF-WAY - - O� \ 331335d 031335d (1)2'ELEC n (PSE, ST LIGHT) �. - v' 25+00 \ T ` EXISTING UTILITY POLE N TO BE REMOVED (PSE) � SEE NOTE 1 CENTERLINE (RIGHT-OF-WAY) STA 11+00.00 BRONSON WAY NORTH= STA 25+76.54 GARDEN AVE N ` BY PURVEYOR (COMCAST) o n o n o Jo o 1. COORDINATE UTILITY POLE REMOVAL WITH PURVEYOR. w s w ^� w r o w , w i w SEQUENCE WORK WITH STREET IMPROVEMENTS AS NEEDED m W m �6 m m m O m N Z K m Z cN " Z m W ti : TO PROVIDE CONTINUOUS STREET LIGHTING. + ¢ + N + : ¢ + N z N U N II O N 0 N II N O N II O o w ¢ z o ¢ o ¢ w W ¢ g m 0 o ¢ o a w w a Z o a 2. UNLESS NOTED OTHERWISE, CONDUIT BEND RADII SHALL BE o m w Go_ m¢ o m o m w w_ w z o r m o m w Go_ Go o m 4' MINIMUM. DEPTH OF COVER OVER STREET LIGHT CONDUIT OUTSIDE OF JOINT TRENCHING CONDITION SHALL BE 18" MIN, DEPTH OF COVER OVER PRIMARY CONDUIT OUTSIDE OF JOINT TRENCHING CONDITION SHALL BE 36" MIN. 3. PROVIDE REPLACEMENT SURFACING (SIDEWALK OR VEHICLE PAVEMENT) MATCHING EXISTING OR PROPOSED NEW CONDITION OVER UTILITY TRENCH ROUTES. 4. FIELD ADJUST PSE ELEC, CENTURY LINK, AND COMCAST CONDUIT HORIZONTAL AND VERTICAL ALIGNMENT TO MAINTAIN V MINIMUM SEPARATION FROM WATER, SEWER, AND ---i--- _!_ --->__ STORM DRAINAGE INFRASTRUCTURE. IN COMPLIANCE WITH CITY OF RENTON STANDARDS —AS-NOTED ^°^°°^' �xe"" CITY OF CITC HEADQUARTERS PAH --- RENTON 1300 BRONSON WAY N, RENTON WA 98 BWR DATUM NLL� UTILITY CONVERSION PLAN FM1FO' � •*� Plonning/Building/Public Works Dept. NO. REVISION BY DATE APPR "°^"^^^ s"""`p°'""Y GARDEN AVE N 10.11 CA-2.2 4 w9 co T 7 O 0 W rmk vej r 7 n N a i 7" 4 REATTACH OVERHEAD EXISTING UTILITY POLE PROPOSED UTILITY ELECTRICAL RESIDENTIAL TO REMAIN (PSE) POLE, INSTALL ELEC SERVICE CABLING (PSE) i RISER CONDUIT AND GUY WIRE (PSE), SEE DETAIL '------------ STA 20+17.17, 25.00' LT ___ _ ______ ---- - -'---"- 1 CA-2.31 CA-4.11 x � \x �+ (2) 4" ELEC (PSE) o z (2)4" TELECOM(COMCAST) ro m i +� WIZ (1) 4" TELECOM (CTL) JTx W ILi- k EXISTING OIH CABLING TYP SECTION o w EXISTING O CABLING J x �x Q > I TO REMAIN (PSE) m �' TO BE REMOVED (PSE) PROPOSED OIH UTILITY (PSE) \ \'�� Q EXISTING UTILITY POLE\CA-2.31 CA-4.01 TO REMAIN (PSE) PROPOSED UTILITYPOLE, INSTALL ELEC RISER CONDUIT AND_ GUY WIRE (PSE) ____---1•---- -�- -- ,S — ---~~ POINT OF INTERSECTION STA 20+84.79, 23.14' RT STA 21+00.00 GARDEN AVE N= EXISTING UTILI STA 31+00.00 N 2ND ST CAUTION!! EXISTING OIH i I EXISTING UTILITY POLE POLE (PSE) TO FIBEROPTIC TO REMAIN (COMCAST) �� a% TO BE REMOVED (CTL) — 32+0 REMAIN ? f 5' RADIUS MIN PROPOSED 264TA i (1)2"ELEC CONDUIT BEND TELECOM VAULT (CTL) (PSE, ST LIGHT) (CTL) STA 21+36.81, 22.00' LT RIM=40.90 I X__ _X—„ X—„—X —„—X —X XX— EXISTING UTILITY POLE TO BE REMOVED (COMCAST) m PROPOSED UTILITY POLE (COMCAST), SEE NOTE 5'363 a STA 21+42.51, 33--- J --SHAJOINT TRENCH, SEE ----ATES DING INDICATES i o OVERHEAD STRAIN WIRE------L I z m NOTE 4, TYP TO BE REMOVED (COMCAST) o x + o RE (2) 4" ELEC (PSE) o SEE NOTE 5 (2) 4" TELECOM (COMCAST) ABOVE GRADE STREET + ? M w m LIGHT CABINET PSE \ 2 4" TELECOM CTL N 2ND ST ) ! ms� (' (CTL) o. TEMPORARY STREET LIGHT + CONDUIT BEND P STA 21+48.03, 24.00' LT ) (SE) o a PROPOSED UTILITY POLE, ELECTRICAL RE -CONNECTION \ z F INSTALL TELECOM FG=41.65 CONDUIT \I STA 22+62.71, 27.00'LT wpm ILINE RISER CONDUIT AND GUY (2) 4' EXISTING UTILITY POLE +\ i u m i SEEMATHEET WIRE (CTL) CONDUIT (CTL) TO BE REMOVED (PSE) + 43 SEE SHEET CA-2.51 STA 21+68.46, 129.90' RT SEE NOTE 1 I (1) 2"ELEC (PSE, ST LIGHT) p VACATED RIGHT-OF-WAY x =x T =x �x TLx —�T� x cT�—cn— cTL Ilil{ —x —x —' — .--_.----_--- — — — — MATCHL_I_NESEE SHETCA-2.21 1 300 BRONSON WAY EXISTING UTILITY POLE TO REMAIN, OVERHEAD TO BE RE -STRUNG BY PURVEYOR (CTL) 45 T P.O. Box Seattle,le, WAA 98 FIL Patrick@hl.enginengineenng HLENGINEERING (858)581-0754 i NOTES: EXISTING UTILITY POLE TO REMAIN (PSE)—^ 1. COORDINATE UTILITY POLE REMOVAL WITH PURVEYOR. SEQUENCE WORK WITH STREET IMPROVEMENTS AS NEEDED TO PROVIDE CONTINUOUS STREET LIGHTING. k PROPOSED UTILITY POLE, I 2. UNLESS NOTED OTHERWISE, CONDUIT BEND RADII SHALL BE 4' MINIMUM. DEPTH OF INSTALL ELEC RISER CONDUIT k COVER OVER STREET LIGHT CONDUIT OUTSIDE OF JOINT TRENCHING CONDITION SHALL IN ¢ AND GUY WIRE (PSE) 18" MIN. DEPTH OF COVER OVER PRIMARY CONDUIT OUTSIDE OF JOINT TRENCHING w STA 39+65.11, 20.00' RT CONDITION SHALL BE 36" MIN. N SEE DETAIL z 2 3. PROVIDE REPLACEMENT SURFACING (SIDEWALK OR VEHICLE PAVEMENT) MATCHING z 8 CA-2.31 CA4.11 EXISTING OR PROPOSED NEW CONDITION OVER UTILITY TRENCH ROUTES. 4. UTILITY JOINT TRENCH PER PURVEYOR'S REQUIREMENTS. w N I SEE TYPICAL DETAIL CA-2.31 CA4.11 (1)4" TELECOM CONDUIT (CTL) ICI 5. PRIOR TO REMOVAL OF EXISTING UTILITY POLE, CONTRACTOR TO COORDINATE WITH w (1) 4" ELEC (PSE) PURVEYOR (COMCAST) THE SCHEDULE AND DURATION OF TEMPORARY SUPPORT OF z (1) 2" ELEC (PSE, ST LIGH FIBEROPTIC OVERHEAD CABLING AND REQUIRED TRAFFIC CONTROL APPROVALS WITH THE w T�I CITY OF RENTON. FOLLOWING TEMPORARY CABLING SUPPORT BY PURVEYOR, REMOVE m m m F EASTERLY EXISTING STRAIN WIRE AND EXISTING UTILITY POLE COMPLETELY, AND INSTALL o o o I i STRUCTURAL (GLULAM POLE) AS PART OF CONTRACTOR DESIGN -BUILD IN SAME LOCATION, rN ^moo �.QSFc fnI U. CONSTRAINED UTILITY CROSSING: CONDUIT TO BE INSTALLED 12" MIN ABOVE EXISTING SO o r mo o N < z z w r No o r J 7. CONSTRAINED UTILITY CROSSING: CONDUIT(CTL)TO BE INSTALLED 12" MIN BELOW w¢ m O �¢ 2 ov o o Q o ¢ 2 u I PROPOSED SD (SEE SHEET CC-8.13) AND EXISTING GAS. o r— m w— w m z r m w r— x 68. FIELD ADJUST PSE ELEC, CENTURY LINK, AND COMCAST CONDUIT HORIZONTAL AND VERTICAL ALIGNMENT TO MAINTAIN V MINIMUM SEPARATION FROM WATER, SEWER, AND EXISTING UTILITY LI REMAIN, STORM DRAINAGE INFRASTRUCTURE. POLE RIGHT-OF-WAY, TYP loll „� �Em i CENTERLINE EXISTING MEDIAN ISLAND ---------------------------------------------- CTL_TY + (RIGHT-OF-WAY) TO REMAIN +/ POINT +8 INTERSECTION +/ 0 w 33+00 N 2ND S T ml YYYY�� STA 33+00.00 N 2ND W " —. STA 41+00.00 MEADOW AVE N +'+ u—�'+---------- ELEC HANDHOLE PSE, ST LIGH 0 --►a (1) 4" ELEC (PSE) 'o STA 41+20.81, 22.40' RT PROPOSED UTILITY POLE, / 16 N O (2) 4" TELECOM (1) 2" ELEC (PSE, ST LIGHT) m x r EXISTING UTILITY POLE RIM = 40.94 INSTALL TELECOM CONDUIT (CTL) (1) 4"TELECOM (COMCAST) —„ - „ „ X TO BE REMOVED (CTL) RISER CONDUIT AND (2)4"TELECOM (CTL) - ;n 11 GUY WIRE (CTL) X X X—X X X —X— X X --- —X—X �---� oaia sd L—�� T LTL—LTL X4T STA4120.40,56.90LT x TCHLINE U SEE SHEET CA-2.41 Hw r z,n Y n Z zm w t-Km w II m �I z VJ z o * z W (2) 4" TELECOM CONDUIT (CTL) i.�+ z w i EXISTING UTILITY POLE TO BE REMOVED (CTL) • (1) 2" ELEC (PSE, ST LIGHT) ELEC SERVICES FOR 1300 AND j �I w II II}r 1408 BRONSON WAY NORTH. 0 II II CONDUIT BUNDLES TBD. SEE C:) J II PSE ORDER No. 101121708 FOR I m Q I Q • DETAILS LLJ V DEDICATED RIGHT-OF-WAY IN COMPLIANCE WITH CITY OF RENTON STANDARDS 20 10 0 20 40 scale 1" = 20' feet — �xeAS-NOTED °°"'"" CITY OF CITC HEADQUARTERS FAH --- RENTON 1300 BRONSON WAY N, RENTON WA 98 aWa DATUM UTILITY CONVERSION PLAN AT M ME Plonning/Building/Public Works Dept. N 2ND ST N0. REVISION BY DATE APPR ^°^"^^^ """'IX01°'""' 10.11 CA-2.3 5 9 I co I r Lu � I I � I I � I I � I I � I I I I (n ry Ld ry \ Q W POINT OF INTERSECTION = STA 33+82.06 N 2ND ST= STA 41+00.00 MEADOW AVE N U \ I U \\ I \I Ii x x— x— x— x x— x x-- x x— x—k x— x- 7� 7 C4 N a i ►� T k: i V V�~/� I /i I Ila Z Ilu II cV i V I I+ 50 45 40 35 30 A HLENGINEERING P.O. Box 81211 Seattle, WA 98108 patrick@hLengineenng (858) 581-0754 � wwm N w F N + W U e > + e e EXISTING OIH CABLING TO BE REMOVED (PSE) TEMPORARY STREET LIGHT ELECTRICAL RE -CONNECTION CONDUIT w 42+00 w EXISTING UTILITY POLE y TO BE REMOVED (PSE) SEE NOTE 1 LOCATE AND INTERCEPT EXISTING ELEC AND TELECOM CONDUIT (PSE, COMCAST) TYP SECTION m + + CA-2.41 CA-4.01 = N e N V e n z e MEADOW AVE N+OB —x—xxtix�x—x—x x—xx�x�,,, —— I PSE ELEC � PSE ELEC (1)2"ELEC (1)2"ELEC (PSE, ST LIGHT) (PSE, ST LI A R4W. �� 48fi01 •$ FCLs-rva� VNAL6 x—x—x x—x—x—x x— PSE EI --PSE ELEC EXISTING n a u � I U I 0 0 w¢ I U ' I =c � N < o o^� I ¢ RIGHT-OF-WAY, TYP HN(Y POINT OF INTERSECTION STA 44+62.12 BRONSON WAY I (1) 2" ELEC STA 44+62.12 MEADOW AVE N (PSE, ST LIGHT) 44+00 CENTERLINE I CO (RIGHT-OF-WAY) o <T O —PSE ELEC PSE ELEC EXISTING UTILITY POLE II Z TO BE REMOVED (CTL) SEE NOTE 1 N g '8 J HT RIGHT-OF-WAY II \ w II ` z h w o o vwi w o o TEMPORARY STREET LIGHT ELECTRICAL RE -CONNECTION m N I z e z CONDUIT + ELEC SERVICE FOR 1408 BRONSON WAY NORTH z < I, z (REPLACEMENT OF EXISTING MEADOW AVE N o o SHADING INDICATES OIH TRANSFORMER TO BE REMOVED). CONDUIT JOINT TRENCH, SEE DEDICATED BUNDLE TBD. SEE PSE ORDER o u m a � N � NOTE 4, TYP RIGHT-OF-WAY �I I No. 101121708 FOR DETAILS �'• 0 o + 1. COORDINATE UTILITY POLE REMOVAL WITH PURVEYOR. SEQUENCE WORK WITH STREET IMPROVEMENTS AS NEEDED TO PROVIDE CONTINUOUS STREET LIGHTING. 2. UNLESS NOTED OTHERWISE, CONDUIT BEND RADII SHALL BE 4' MINIMUM. DEPTH OF COVER OVER STREET LIGHT CONDUIT OUTSIDE OF JOINT TRENCHING CONDITION SHALL BE 18" MIN. DEPTH OF COVER OVER PRIMARY CONDUIT OUTSIDE OF JOINT TRENCHING CONDITION SHALL BE 36" MIN. 3. PROVIDE REPLACEMENT SURFACING(SIDEWALK OR VEHICLE PAVEMENT) MATCHING EXISTING OR PROPOSED NEW CONDITION OVER UTILITY TRENCH ROUTES. 4. UTILITY JOINT TRENCH PER PURVEYOR'S REQUIREMENTS. SEE TYPICAL DETAIL 3 CA_2.41 CA-4.11 5. FIELD ADJUST PSE ELEC, CENTURY LINK, AND COMCAST CONDUIT HORIZONTAL AND VERTICAL ALIGNMENT TO MAINTAIN T MINIMUM SEPARATION FROM WATER, SEWER, AND STORM DRAINAGE INFRASTRUCTURE. 50 45 40 35 30 FOR REFERENCE ONLY; UTILITY CONVERSION UNDER SEPARATE PERMIT. S-411606 IN COMPLIANCE WITH CITY OF RENTON STANDARDS �xe�AS-NOTED CITY OF CITC HEADQUARTERS PAH --- RENTON 1300 BRONSON WAY N, RENTON WA 98 BWR DATUM NLL� UTILITY CONVERSION PLAN FM1FO' � •*� Plonning/Building/Public Works Dept. NO. REVISION BY DATE APPR "°^"^^^ """"`p°'N"' MEADOW AVE N 10.11 CA-2.4 6 w9 co r 7 O 0 W (n LLJ ry a Q W _ U rmk z, 7 n N a i 4 k: Za 45 40 35 Ka x� mo SEE SHEET CA-2.41 � J • � J " N~ J s r Om 000 20fV Op z MN w1' +Ow + QD: wy zooz0" w w z0 (1)4"ELEC ww o_ (2) 4"ELEC (PSE) y -O aw� aK (PSE) i (1) 4" TELECOM (COMCAST) (1) 4" TELECOM W L d n o� w ' f d a � (1) 3" ELEC (PSE) " (1) 4" TELECOM (COMCAST) � m (1) 4" ELEC (PSE) n -----____ PSE ELEL PSEELEC �: --------.52+_____ALLEY- 5 66 =�17 r BLDG SERVICE LID CONNECTIONS, MATCHLINE SEE NOTE 3 SEE SHEET CA-2.31 — r J U N 0 O < N (1) 4"TELECOM (CTL) m N O JWm POINT OF INTERS CTION z w o STA 32+41.36 N 2ND ST= STA 5I+OO.00ALLEY 1300 BRONSON WAY ro I ate. c°OAt e P.O. Box 81211 % Seattle, WA 98108 FIL Patrick@hl.engineenng 'p aswv HLENGINEERING 858) 581-0754 °a�F AL 11 a I CO SHADING INDICATES 1 O JOINTTRENCH, I w 1 Z SEE NOTE 4, TYP 11 Lz 1 G RIGHT-OF-WAY, TYP I o I G It n 1 V DEDICATED 1' 1 RIGHT-OF-WAY II, 1 54+00 _-----4.._.—.—.—.—.—.—.�.—.—.—.—. CENTERLINE .I 1 (1)4" TELECOM(COMCAST) (RIGHT-OF-WAY) i I 1 1' VACATED RIGHT-OF-WAY I 11\ 1 � \ 1 1. UNLESS NOTED OTHERWISE, CONDUIT BEND RADII SHALL BE 4' MINIMUM. DEPTH OF COVER OVER STREET LIGHT CONDUIT OUTSIDE OF JOINT TRENCHING CONDITION SHALL BE 18" MIN. DEPTH OF COVER OVER PRIMARY CONDUIT OUTSIDE OF JOINT TRENCHING CONDITION SHALL BE 36" MIN. I 2. PROVIDE REPLACEMENT SURFACING(SIDEWALK OR VEHICLE 'I PAVEMENT) MATCHING EXISTING OR PROPOSED NEW CONDITION OVER UTILITY TRENCH ROUTES. I. 3. THIS DRAWING IS INTENDED TO DEPICT EARLY WORK I INSTALLATIONS OF DRY UTILITIES PRIOR TO BUILDING AND ALLEY IMPROVEMENTS BEING CONSTRUCTED. BUILDING SERVICE CONNECTIONS FOR TELECOM AND ELECTRICAL 'I UTILITIES SHALL BE COORDINATED WITH THE BUILDING CONSTRUCTION AND UTILITY PURVEYORS. I. 4. UTILITY JOINT TRENCH PER PURVEYOR'S REQUIREMENTS. SEE .I TYPICAL DETAIL 3 CA-2 CA-4.11 5. FIELD ADJUST PSE ELEC, CENTURY LINK, AND COMCAST CONDUIT HORIZONTAL AND VERTICAL ALIGNMENT TO MAINTAI< V MINIMUM SEPARATION FROM WATER, SEWER, AND STORM DRAINAGE INFRASTRUCTURE. STA 12+74.03 BRONSON WAY N= STA 54+84.33 ALLEY - 50 45 40 35 30 FOR REFERENCE ONLY: UTILITY CONVERSION UNDER SEPARATE PERMIT. S-411607 IN COMPLIANCE WITH CITY OF RENTON STANDARDS �AS-NOTED °°' �xe"" CITY OF CITC HEADQUARTERS PAH --- RENTON 1300 BRONSON WAY N, RENTON WA 98 3wa DATUM UTILITY CONVERSION PLAN ATIMME Plonning/Building/Public Works Dept. ALLEY N0. REVISION BY DATE APPR ^°^"^^^ """'IX01°'""' 10.11 CA-2.5 7 w9 co 7 O 0 W H (n LLJ ry a Q Ld _ U rmk r 7 n N a i ►� c GARDEN PROPERTY LINE AVE N PROPERTY LINE PROPERTY LINE MEADOW AVE N PROPERTY LINE 3V 30' 30' 30, P FACE OF EX BLDG TO iI EX STREET TREE REM I. '___ OFF----=1 r _ `~I EX OVERHEAD ELEC AND TO REMAIN I POLES V BE REMOVED EX OVERHEAD ELEC TO BE REMOVED (BY AND (BY PURVEYOR) EX GRADE II I } I I r SEE NOTE 1 FOR TEMPORARY AND I 13'+/- 17'+/- 22'+/- 18'+/- 18'+/- PERMANENT SUFACE REPAIR I 5, REQUIREMENTS y ,I �f(l) EX GRADE AND PERMANENT SUFACE SEE NOTE 1 FOR ERY DEPTH OF COVER - III _ ___�__________________ _____ ____ __ _ ___ ____ - - - ____________- --`` ________ - �`_ REPAIR REQUIREMENTS PRIMARY: 36" MIN, 48" MAX '! _ ___ ----- --- CAUTI ---_-__--_- — STREET LIGHTING: 18" -_I1rfir=----------- - -- r -III Ili DEPTH OF COVER = I EX 8" W (TO BE REMOVED) I ONII i\ PRIMARY: 36" MIN, 48" MAX EX J EX STREET LIGHTING: 18" "ELEC, ST LIGHT (PSE) g" W NOTES: 1. DEPICTED UTILITY INSTALLATIONS ARE PROPOSED TO BE INSTALLED PRIOR TO (BUT UNDER THE SAME PERMIT AS) PERMANENT IMPROVEMENTS. SEE SHEETS CB-1.01 THROUGH CB-8.11 FOR PERMANENT STREET AND UTILITY IMPROVEMENTS. IF SEQUENCING OF WORK REQUIRES TEMPORARY SURFACE REPAIRS TO BE INSTALLED, THOSE REPAIRS SHALL BE COORDINATED WITH THE CITY OF RENTON PUBLIC WORKS DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION. 2. SEE SHEETS CB-5.21, CB-5.23, CC-8.11 FOR WATER AND STORM DRAIN PROFILES AND SECTIONS. FIELD ADJUST PSE CONDUIT AS NEEDED TO MAINTAIN 1' MINIMUM SEPARATION. TYPICAL UTILITY SECTION - GARDEN AVE N NTS PROPERTYLINE-�, I EX OVERHEAD ELEC & TELECOM TO REMAIN EX GRADE N 2ND ST I 30, 30, I EX OVERHEAD TELECOM TO BE REMOVED (BY PURVEYOR) 15'+/- 1 15'+/_ CAUTION! — EX G EX SO (2) 41P TELECOM (COMCAST) - ^, -_ (2) 4' TELECOM (CTL) 15'+/_ NOTES: 1. DEPICTED UTILITY INSTALLATIONS ARE PROPOSED TO BE INSTALLED PRIOR TO (BUT UNDER THE SAME PERMIT AS) PERMANENT IMPROVEMENTS. SEE SHEETS CB-1.01 THROUGH CB-8.11 FOR PERMANENT STREET AND UTILITY IMPROVEMENTS. IF SEQUENCING OF WORK REQUIRES TEMPORARY SURFACE REPAIRS TO BE INSTALLED, THOSE REPAIRS SHALL BE COORDINATED WITH THE CITY OF RENTON PUBLIC WORKS DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION. Utl P.O. Box Seattle, WAA 98 FIL Patrick@hl.enginengineenng HLENGINEERING (858)581-0754 x RAN. �° 48fi01 •$ Fcrs-rsa� AL6 9 PROPERTY LINE SEE NOTE 1 FOR TEMPORARY AND PERMANENT SUFACE REPAIR REQUIREMENTS JOINT TRENCH PER PSE HANDBOOK, DEPTH OF COVER = 36" MIN, 48" MAX (1) 4" ELEC (PSE) (1) 2" ELEC, ST LIGHT (PSE) NOTES: (1) 2 ELEC, ST LIGHT (PSE) 1. DEPICTED UTILITY INSTALLATIONS ARE PROPOSED TO BE INSTALLED PRIOR TO (BUT UNDER THE SAME PERMIT AS) PERMANENT IMPROVEMENTS. SEE SHEETS CB-1.01 THROUGH CB-8.11 FOR PERMANENT STREET AND UTILITY IMPROVEMENTS. IF SEQUENCING OF WORK REQUIRES TEMPORARY SURFACE REPAIRS TO BE INSTALLED, THOSE REPAIRS SHALL BE COORDINATED WITH THE CITY OF RENTON PUBLIC WORKS DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION. 2. SEE SHEET CC-8.13 FOR STORM DRAIN PROFILES. FIELD ADJUST PSE CONDUIT AS NEEDED TO MAINTAIN V MINIMUM SEPARATION. TYPICAL UTILITY SECTION - MEADOW AVE Nn NTS FOR REFERENCE ONLY: UTILITY CONVERSION UNDER SEPARATE PERMIT. S-411608 IN COMPLIANCE WITH CITY OF RENTON STANDARDS - vsaxeD —AS-NOTED °°"'"" CITY OF CITC HEADQUARTERS PAH --- RENTON 1300 BRONSON WAY N, RENTON WA 98 BWR DATUM NLL� TYPICAL EARLY WORK STREET FM1FO' I •* I Plonning/Building/Public Works Dept. SECTIONS N0. REVISION BY DATE APPR ^°^^^^^ """'IX41°'N"' 10.11 CA-4.0 8 9 Y W N Z nl N N A a co r v O 0 W I- (n LLJ IY a 0 Q LI J _ r C4 N a 40 20 0 40 80 scale 1"=40' feet LEGAL DESCRIPTIONS: LOTS 1-16, BLOCK 1, CAR WORK'S ADDITION TO RENTON, PER PLAT RECORDED IN VOLUME 15 OF PLATS, PAGE 47, RECORDS OF KING COUNTY WASHINGTON UTILITIES/SERVICES: WATER: CITY OF RENTON PUBLIC WORKS DEPT. 1055 SOUTH GRADY WAY, 5TH FLOOR RENTON, WA 98057 (425) 430-6400 SEWER: CITY OF RENTON PUBLIC WORKS DEPT. 1055 SOUTH GRADY WAY, 5TH FLOOR RENTON, WA 98057 (425) 430-6400 POWERIGAS: PUGET SOUND ENERGY 8001 SOUTH 212TH STREET KENT, WA 98032 (425)395-7065 PHONE: CENTURY LINK 23315 66TH AVE S. KENT, WA 98032 (253)372-5361 COMCAST 410 VALLEY AVE NW, SUITE 12-BLDG C PUYALLUP, WA 98371 (253)288-7532 FIRE: RENTON FIRE & EMERGENCY SERVICES 1055 S. GRADY WAY RENTON, WA 98057 (425) 430-7000 SCHOOL: RENTON SCHOOL DISTRICT 300 SW 7TH STREET RENTON, WA 98057 (425) 204-2300 VERTICAL DATUM NAVD88 PER CITY OF RENTON BENCHMARK 471 FOUND CGS DISC STAMPED "K 3841959" ON CONC CURB ON THE BRONSON WAY BRIDGE OVER THE CEDAR RIVER. ELEVATION ON DISC = 44.557' BASIS OF BEARINGS NAD83/91 WASHINGTON NORTH ZONE STATE PLANE COORDINATES PER CITY OF RENTON SURVEY CONTROL NETWORK MONUMENTS 1879&1887, A HLENGINEERING 1300 BRONSON WAY STREET IMPROVEMENTS SH ETT#EE STINDEX REET IMPROVEMENT PLANS 1 � - i T ' -' ' - ' ' - • • � • - - - - -� - - - - - -r- - - - • • - .. - .. 1 CB-1.01 Street Improvement Cover Sheet 1 2 CB-1.02 General Notes I I I ' 3 CB-2.01 Road, Paving, and Drainage Plan -Bronson Way N SHEETS I �- I I,:.. I 4 CB-2.21 Road, Paving, and Dminage Plan -Garden Ave - - I 5 CB-2.31 Road, Paving, and Drainage Plan - N 2nd St CB-3.31 I I I r` I 6 CB-2.41 Road, Paving, and Drainage Plan - Meadow Ave N 7 CB-2.51 Road, Paving, and Drainage Plan - Alley I I I I 8 CB-3.01 Signing and Channelization Plan - Bronson Way N • I I I� • - - , - - - - • - - • I 9 CB-3.21 Signing and Channelization Plan - Garden Ave N 10 CB-3.31 Signing and Channelization Plan - N 2nd St 1� - ' • - - - - .. i . • - " " - 11 CB-3.41 Signing and Channelization Plan - Meadow Ave N +' I 12 CB-3.51 Signing and Channelization Plan - Alley ' I 13 CB-521 Watermain Plan andProfile -G den Ave N 9 I I 14 CB-5.22 Watermain Connection Details Garden __ __ _ __ •_ _ __ _ 15 CB-5.23 Water Sections - Garden Ave IN ET 1 16 CB-5.24 Water Details N 2ND ST I I 17 CB-5.25 Water Details 18 CB-6.01 Curb Return/ Pedestrian Ramp Details 19 CB-6.11 Curb Return/ Pedestrian Ramp Details I' • ' I -� ---- •,,, „, ,..., . , {{11' 20 CB-7.01 City Standard Details ........-..-..-1 21 CB City Standard Details 22 CB 721 City StandardDetails � _ • 23 CB 7.22 City Standard Details - I I Eri 24 CB-7.31 City Standard Details N 2ND S T I IJ I I 125 CB-7.a1 City Standard Details • I a I--. I i 26 CB-8.01 Typical Street Sections 27 CB-8.11 Typical Street Sections %-� z I • • L - - - - • - - I - • • 28 CB-9.01 Temporary Erosion and Sedimentation Control Plan .-..-..- .�.. .-' SHEETS I -,.I k I 29 CB-10.00 Street Lighting Fixture Schedule CC-4.11 I 30 CB-10.01 Street Lighting Photometdcs- Bronson Way ' I 31 CB-10.21 Street Lighting Phommetrics -Garden Ave N CC-5.11 CC-5.11 32 CB-10.31 Street Lighting Photometdcs-N2nd St '1�w\ CC-7.11 33 CB-10.41 Street Lighting Photometdcs- Meadow Ave `SHEETS 0 I I I _,, D I 34 CB-10.51 Street Light Wiring Notes and Legend o I CB 321 I x I ..I 35 CB-10.61 Street Light Wiring Plan 36 CB-10.71 Street Light Wiring Schedules ID I I 37 CB-11.01 Landscape Plan (within ROW) I I D I I _D I f I 38 CB-11.11 Landscape Details (within ROW) Garden< 39 CC-8.11 Storm Drain Plan and Profile - N Fri I I r I Z I I 40 CC-8.12 Storm Drain, Sewer Plan and PrProfile-Alley P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineedng (858) 581-0754 iI I 'M @ 9l= I • � • I P s' s I I �I BRONSON WAY N - L-- '- a � - - SHEETS CB-2.01 C83.01 SHEET / �'/ �• CC-001S / /' • /� CC-5.01 1 CC-7.01 SHEETS • / - , SHEETS CB-2.41 • • CB-2.51 CB-3.41 / • / ' CB,3.51 - - - - -- L-•--•-•--•--_•- •-� A RAN. i �° 4afiet •$ Fcrsavase /oNAL6 41 CC-8.13 Storm Drain Plan and Profile- Meadow Ave N 42 CC-8.14 Biomtention Enlargement and Sections 43 CC-8.15 Storm and Sewer Details 44 CC-8.16 Storm and Sewer Details 45 CC-8.17 Storm and Sewer Details ONSITE PLANS (30"x42" TITLE BLOCK 46 CC4.11 Site Plan 47 CC-5.01 TESC Plan 48 CC-5.11 TESC Plan 49 CC-6.01 Demolition Plan 50 CC-6.11 Demolition Plan 51 CC-7.01 Grading Plan 52 CC-7.11 Grading Plan 53 CC-11.11 Composite Utility Plan 54 L 1.00 Tree Retention / Removal Plan _ - 55 L-1.01 Landscape Plan 56 L-3.01 Irrigation Plan 57 L-3.02 Irrigation Plan 58 L-3.03 Irrigation Details ASSOCIATED CIVIL & SITE CONSTRUCTION PERMITS PUGET SOUND ENERGY UTILITY PERMIT NO CENTURYLINK UTILITY PERMIT NO. COMCAST UTILITY PERMIT NO. DISTURBED AREA: 1.67 AC V Project Site VICINITY MAP Liberty Pak Cedar Ricer Park IMPERVIOUS AREA: 1.47 AC DEVELOPED NET NEW IMPERVIOUS SURFACE NIA (REDUCED FROM EXISTING) TOTAL DEVELOPED IMPERVIOUS SURFACE 1.38 AC RATIO BETWEEN IMPERVIOUS COVERAGE VERSUS TOTAL GROSS AREA 0.82:1(82%) BASIS OF BEARINGS NAD 091 Washington North Zone State Plane Coordinates Per City of Renton Survey Control Network Monuments 1879 and 1887 VERTICAL DATUM NAVD88 Per City of Renton Benchmark 471. Found CGS Disc Stamped "K 394 1959"on concrete curb on the Bronson Way bridge over the Cedar River. Elevation on disc = 44.557 SITE DATA: 1. TOTAL AREA: 1.67 AC P�1111111111V_V49_1Elf] 4W.&M i IM391 3. SQUARE FOOTAGE OF LAND IN CRITICAL AREAS: 1.67 AC (WELLHEAD PROTECTION AREA ZONE + SEISMIC HAZARD AREA) ENGINEER HL ENGINEERING 5900 4TH AVE S, SUITE 204 SEATTLE, WA 98108 (858)581-0754 CONTACT: PATRICK HANSEN-LUND, P.E. SURVEYOR TERRANE 10801 MAIN ST, SUITE 102 BELLEVUE, WA 98004 (425) 458-4488 DEVELOPER CONSTRUCTION INDUSTRY TRAINING COUNCIL(CITC) OF WASHINGTON T-411601 1930116TH AVE NE BELLEVUE, WA 98004 S-411610 DEVELOPMENT ENGINEERING jchavez 08/28/2020 0 R-411610 IN COMPLIANCE WITH CITY OF RENTON STANDARDS REGIONAL FIRE AUTHORITY WASTEWATER UTILITY APPROVED® cihomas 08/31/2020 Ann Fowler 09/03/2020 O CALL BEFORE YOU DIG: WATER UTILITY SURFACE WATER UTILITY 1-800-424-5555 M.Mitchell09/04/2020 jfarah08/28/2020 As-NOTEo °°° CITC HEADQUARTERS "so2a1o11 CITY OF 1300 BRONSON WAY N, RENTON WA 98057; " axepAH --- RENTON _ awR DATUM STREET IMPROVEMENT "°- 11 Plonning/Building/Public Works Dept. CB-�.01 NO REVISION BY DATE APPR �_ .« NMY COVER SHEET m: 1 "' 58 Cn (Y Li R- iY a Q Li U rpk N GENERALNOTES 1. ALL WORK WITHIN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO THE CITY OF RENTON STANDARD DETAILS AND 2020 VERSION OF THE STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTIOW. 2. A COPY OF THE APPROVED PLAN MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. ALL PERMITS REQUIRED FOR WORK WITHIN THE PUBLIC RIGHT OF WAY MUST BE OBTAINED PRIOR TO THE START OF CONSTRUCTION. 4. ALL DAMAGE TO CITY INFRASTRUCTURE CAUSED BY THE CONSTRUCTION SHALL BE IMMEDIATELY REPORTED AND REPAIRED AS REQUIRED BY THE CITY OF RENTON. 5. SURVEYING AND STAKING OF ALL IMPROVEMENTS IN THE PUBLIC RIGHT OF WAY SHALL BE COMPLETED PRIOR TO CONSTRUCTION. 6. THE GENERAL CONTRACTOR OF RECORD SHALL BE RESPONSIBLE FOR REFERENCING AND REPLACING ALL MONUMENTS THAT MAY BE DISTURBED, DESTROYED OR REMOVED BY THE PROJECT AND SHALL FILE AN APPLICATION FOR PERMIT TO REMOVE OR DESTROY A SURVEY MONUMENT WITH THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, PURSUANT TO RCW 58.24.040(8), 7. THE GENERAL CONTRACTOR OF RECORD SHALL NOTIFY THE CITY OF RENTON AT LEAST TWENTY-FOUR (24) HOURS IN ADVANCE OF ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, AND STREET CLOSURES OR OTHER ACCESS BLOCKAGE. 8. THE GENERAL CONTRACTOR OF RECORD SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES DURING CONSTRUCTION. 9. IT IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR OF RECORD TO VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. 10. THE GENERAL CONTRACTOR OF RECORD SHALL ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE STRUCTURE LIDS, VALVE BOXES, AND UTILITY ACCESS STRUCTURES TO FINISH GRADE WITHIN AREAS AFFECTED BY THE PROPOSED IMPROVEMENTS. 11. INSPECTION AND ACCEPTANCE OF ALL WORK IN THE PUBLIC RIGHT-OF-WAY SHALL BE DONE BY REPRESENTATIVES OF THE CITY OF RENTON. IT SHALL BE THE GENERAL CONTRACTOR OF RECORD'S RESPONSIBILITY TO COORDINATE AND SCHEDULE APPROPRIATE INSPECTIONS ALLOWING FOR PROPER ADVANCE NOTICE. THE CITY OF RENTON INSPECTOR MAY REQUIRE REMOVAL AND RECONSTRUCTION OF ANY ITEMS PLACED IN THE RIGHT OF WAY THAT DO NOT MEET CITY STANDARDS OR THAT WERE CONSTRUCTED WITHOUT APPROPRIATE INSPECTIONS. 12, ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE STATE OF WASHINGTON MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND APPROVED BY THE CITY OF RENTON FOR IN -STREET WORK. AN APPROVED TRAFFIC CONTROL PLAN WILL BE REQUIRED FOR ALL STREETS PRIOR TO BEGINNING CONSTRUCTION. FIL HLENGINEERING P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineedng (858)581-0754 A RAw. �O 48fi01 •$ Fcrs-rva� /oNAL6 DocuSign Envelope In 6030SAIA-204P48E8-BB23-8A2834BB565E ABBREVIATIONS GENERAL NOTES: 1.. ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE iF AC Asphalt Concrete LARCH Landscape Architect THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I. E. JUNCTION BOXES, LUMINAIRE ARCH Architectural LB Pound POLES, TRAFFIC SIGNAL POLES, SIGN POSTS). ASPH Asphalt LF Linear Feet AVE Avenue LP Low Point 2. ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE BLDG Building LT Left ONCE CONSTRUCTION IS COMPLETE. BM Benchmark MAX Maximum 3. ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION BOT Bottom MECH Mechanical BW Bottom of Wall MH Manhole LIMITS SHALT, NtEE,T COFENT ABA TMIAARA (I_E, JUNCTIQB flQXES S}1ALL HAVE NQN;=S4(IQ MIN Minimum .LIDS). CB Catch Basin MISC Miscellaneous DIP Cast -In -Place 4. ALL NEW TRAFFIC SIGNALSSHALL BE CONSTRUCTED WITH 'FIBER COMMUNICATION OONNECTTON CIL Centedine N North TO CITY OF RENTON TRANSPORTATION FIBER OPTIC NETWORK. CUR Clearance NO Number CO Cleanout 5. ALL TRANSPORTATION ASSETS THAT ARE TO BE REMOVED AND THEN REINSTALLED AT A LATER CONIC Concrete PC Point of Curvature DATE DURING CONSTRUCTION SHALL BE RE —INSTALLED TO CURRENT STANDARDS. COND Conduit PERF Perforated CONN Connect or Connection PIL Property Line 6. SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. CONT Continuous, Continuation PROP Property COORD Coordinate PSE Puget Sound Energy 7. ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIGNAL POLE FOUNDATIONS C.O.R. City of Renton PT Point of Tangency SHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION. PROPOSED OR EXISTING SIDEWALK CTL Centuryl-ink PVC Polyvinyl Chloride SHALL BE CONSIDERED PART OF THE FOUNDATION PAD. FOUNDATION PAD SHALL- BE AS LEAST CTR Center PVMT Pavement 2 FEET OFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLOWS. OF Cubic Feet R Radius 8, WHEN THE TRAFFIC SIGNAL IS OPERATIONAL, VEHICLE DETECTION SHALL BE MAINTAINED AND DEMO Demolition REINF Reinforcing REMAIN FUNCTIONAL. NEW PERMANENT/TEMPORARY VIDEO DETECTION SHALL BE INSTALLED DEPT Department RT Right AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING VEHICLE DETECTION. DI Ductile Iron RAW Right of Way DIA Diameter 9. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION DIP Ductile Iron Pipe S South SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON TRANSPORTATION OPERATIONS DW Domestic Water SO Storm Gain MAINTENANCE DEPARTMENT PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE DWG Drawing SDMH Storm Gain Manhole INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER SF Square Feet TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE. E East BHT Sheet EA Each SIM Similar 10. PHENOLIC ADDESS LABEL PLATE IN 2" HIGH BLACK NUMBERS ONLY ON WHITE BACKGROUND EJ Expansion Joint SSMH Sanitary Sewer Manhole NEEDS TO BE ADDED TO FRONT OF CABINET FACING STREET WITH ADHESIVE. ELEC Electrical ST Street EX or EXIST Existing STD Standard FD Footing Brain T Tangent FF Finished Floor TC Top of Curb FG Finished Grade TELECOM Telecommunications FT Foot or Feet TYP Typical FTG Footing TESC Temporary Erosion and FW Fire Water Sedimentation Control TRANE SPORTATION NOTS STD. PLAN — 135 TW Top of Wall PUBLIC WORKS \ ROVED. `GAZ G Natural Gas, Finished Grade, 17� DEPARTMENT 3/13/2019 14:1 or Finished Gutter Elevation V Vertical VC Vertical Curve HYD Fire Hydrant VERT Vertical IE Invert Elevation W West, or Water INV Invert JT Joint AS —NOTED X0fl6pR"'O'aeii,as, pAH aB R i XTMZLE DATUM N0. REVISION BY DATE APPR ^°^n^^^' �'IX01°'NMY CITY OF RENTON Plonning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O jchavez 08/28/2020 CITC HEADQUARTERS '"E202a1ar1 300 BRONSON WAY N, RENTON WA 98057pE' GENERAL NOTES -1.02 2 OF 58 co r T 0 LLI Cn CY LLJ iY a Q Ld _ U rmk N BRICK PAVING PER i ARCHITECTURAL DRAWINGS i id a CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER C.O.R. STD DETAIL 101, H=6", TYP FED STF PEDESTRIAN RAMP#2A S ET, SEE DETAIL 2 CB-2.01 CB-6.0001 F /. POINT OF INTERSECTION STA 11+00.00 BRONSON WAY NORTH- 2" AC GRIND 8 STA 25+76.54 GARDEN AVE N OVERLAY, TYP LIMITS OF GRIND 8 OVERLAY TO EXTEND TO EXISTING LANE STRIPE, TYP P.O. Box Seattle,le, WAA 98 98108 patrick@hl.engineenng HLENGINEERING (858)581-0754 RIGHT-OF-WAY, TYP X RAN. �° 48fi01 /GNAL6 RAAMP�#1A G \ -��`" Vie► fir, Lam/ �„ 11 SEE NOTE 5, TYP EXISTING CURB TO REMAIN SPECIALTY CONCRETE PAVEMENT: MATCH DRIVEWAY CONCRETE PER C.O.R. STD DETAIL 104 EXCEPT AS FOLLOWS: • COLOR= CITY OF RENTON DOWNTOWN STANDARD • PATTERN= 2'x2'SCORE JOINT, 1/2"DEEP • FINISH= MEDIUM BROOM N0. 0 N M1l REVISION CEMENT CONCRETE DRIVEWAY PER C.O.R. STD DETAIL 104.4 — CEMENT CONCRETE SIDEWALK PER C.O.R. STD DETAILS 102 AND F007. TYP sE 4' ¢� SEE DETAIL r i1 +i 14+0 1. PROFILE INFORMATION IS ESTABLISHED BY STATION ALONG o 0 PEDESTRIAN RAMP #12A THE MAPPED CENTERLINE OF BRONSON WAY NORTH AND THEP SEE DETAIL PERPENDICULAR. SINCE THE CENTERLINE IS NOT CONCENTRIC Z = WITH CURB LINE, THE PROFILE INFORMATION IS NOT © CB-2.11 CB-6.11 ESTABLISHED PERPENDICULAR TO CURB LINE. J h N O o 0 SO m N BR ONS 2. EXISTING UTILITIES, INCLUDING 8" PUBLIC WATER MAIN, ARE ON WAY SHOWN IN THE SURVEY BACKGROUND BASED ON POTENTIALLY CENTERLINE UNRELIABLE CITY OF RENTON AS -BUILT RECORD ti o w (RIGHT-OF-WAY) DOCUMENTATION, AND ARE DEPICTED FOR REFERENCE ONLY. LOCATIONS OF EXISTING UTILITIES MAY VARY SIGNIFICANTLY a m FROM WHAT IS SHOWN. CONTRACTOR SHALL LOCATE EXISTINC 8" WATER MAIN AND NOTIFY OWNER IMMEDIATELY IF THE EXISTING WATER MAIN IS WITHIN 5' OF THE PROPOSED 2 LOCATION OF ANY PROPOSED STREET TREE TRUNK, STREET CB-2,01 OBE 11 .-- LIGHT, OR OTHER PROPOSED UTILITY INFRASTRUCTURE IN ORDER TO PROVIDE TIME FOR THE OWNER TO DEVELOP AND TYP SECTION _ PROCESS WITH THE CITY OF RENTON AN ACCEPTABLE WATER MAIN PROTECTION SOLUTION AND / OR LOCATION REVISION. POINTINTERSECTION STA 14+1 6.65 BRONSON WAY N= 3. DECORATIVE CONCRETE BENCH WALL PER ARCH, UNDER STA 44+62.12 MEADOW AVE N SEPARATE PERMIT. 4. DECORATIVE CONCRETE FOUNTAIN WALL PER ARCH, UNDER SEPARATE PERMIT. 5. SEE SHEETS CC-8.11 THROUGH CC-8.17 FOR STORM DRAIN IMPROVEMENTS. CONTRACTOR TO POTHOLE EXISTING SD LATERALTHE LOCATION OF THE PROPOSED IN ORDER 2 , �TY� m m TO CONFIRM ELEVATION BEFORE ORDERING NEW CB. U 3 6. SEE SHEET C610.00 FOR CONSOLIDATED STREET LIGHT POLE .:i N "° m AND LUMINAIRE SCHEDULE. IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O jchavez 08/28/2020 20 10 0 20 40 scale 1" = 20' feet SAS -NOTED "°^°°^ °"'�°°� CITC HEADQUARTERS 2020.10.11 CITY OF 1300 BRONSON WAY N, RENTON WA 98057;,'E' vsaxe�pAH --- RENTON _ BWR DATUM ROAD PAVING K- FM1FO•*NLL� � PIGonIng/6ullElog/Poblic Works Dept. , , AND DRAINAGE PLAN CB-2.01 BY DATE APPR =� . NMY BRONSON WAY N "" 3 °" 58 F n PEDESTRIAN RAMP #6A I .h SEE DETAIL in WCB-2.21 CB-6.01 . � �.. c Q Q � W U N PEDESTRIAN RAMP#5A SEE DETAIL - 1 CB-2.21 CB-6.01 STA 21+00.00 GARDEN AVE N= STA 31+00.00 N 2ND ST Kb1 R=20' IN P.O. Box Seattle,le, WAA 98 FIL Patrick@hl.enginengineenng HLENGINEERING (858)581-0754 e PEDESTRIAN RAMP SEE DETAIL 41.83 /t - I W cn J W F + IW N N 0 PEDESTRIAN RAMP #4A Q SEE DETAIL z 1 N CB-2.21 CB-s.01 I z MEET AND MATCH iEXISTING SIDEWALK AT NEAREST JOINT - ALL LIGHT POLE AND JUNCTION BOX CONCRETE PER STD PLAN 120 ON SHEET C B-74, 00 BRONSON WAY NORTH FOR ELECTRICAL AND TELECOM IMPROVEMENTS SEE SHEETS FG 42.35 w w - 1 THROUGH CAd.11, TYP w JU h y W AND IRRI y CONN'S TO BLDG (0), ur W FG 41.83 E SHT CB-5.22 FOR �_ w a FG 41.92 chi a 41.96 ADD'L TYP 3 LOCs: H-20 RAT °' F a¢ °J. w PER PAVER SYS M, TYP `+' FG 41.83 0' MIN m a PLANTING a OIL P ¢ y a STRIP, TYP h a FG 42.42 Go ri FG 41.92 FG 83 FG 41.83 FG 42,35 TC 40.92 TO 41.30 G 40.42 G 40.80 TC 41.25 i G 40.75 I S CB-2.21 CB-8.01 F TYP SECTION F m F W � N Q0 boy PEDESTRIAN RAMP #3A SEE DETAIL 1 CB-2.21 CB-6.01 1.0 FG 42.42 FG 42.35 FG 42.32 TC 41.61 / TC 41.72 / G 41.11 G41.22 }III CENTERLINE N (RIGHT-OF-WAY) � J CEMENT CONCRETE J o ' SIDEWALK PER C.O.R. w STD DETAILS 102 AND :E t o °= F007, TYP w y + w t 0RIGHT-OF-WAY, TYP 1- wow w c IRRIGATION CONTROL BOX (UNDER SEPARATE PERMIT) SEE NOTE 1, TYP OF CURB, TYP 0 3 0 CB-2.21 CM 01 .h a TYP SECTION W N a N a w � EXISTING CURB TO REMAIN 2"AC GRIND& OVERLAY, TYP PEDESTRIAN RAMP #1A \ \ SEE DETAIL \<9� CB-2.21 CB-6.01 \ v� \\ 0 . 25+00 GARDEN AVE N :........... FOR WATER MAIN IMPROVEMENTS SEE SHEET CB-5.21 - CEMENT CONCRETE TRAFFIC '""'""' CURB AND GUTTER PER C.O.R. STD DETAIL 101, H=6", TYP 1. SEE SHEETS CC-8.11 THROUGH CC-8.17 FOR STORM DRAIN IMPROVEMENTS. CONTRACTOR TO POTHOLE EXISTING SO LATERAL AT THE LOCATION OF THE PROPOSED CB IN ORDER TO CONFIRM ELEVATION BEFORE ORDERING NEW CB. 2. SEE SHEET CB10.00 FOR CONSOLIDATED STREET LIGHT POLE AND LUMINAIRE SCHEDULE. STA 11+00.00 BRONSON WAY NORTH= STA 25+76.54 GARDEN AVE N PEDESTRIAN RAMP #2A SEE DETAIL 40 m@ feet z CB-2.2 CCB-6.01 g o 0 0 N R-411613 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O jchavez 08/28/2020 X RAN. 4�a`; SAS -NOTED "°° ___ CITC HEADQUARTERS 2020.10.11 CITY OF 1300 BRONSON WAY N, RENTON WA 98057;; Gy cxeoPAH � xn � RENTON _ eWR DATUM ROAD PAVING AND DRAINAGE PLAN E »o Plonning/Building/Public Works Dept. I I CB-2.21 AUW NO. REVISION By DATE APPR P� = .« xc,. GARDEN AVE N 4 "58 co r r O 0 W H rmk N I I I � I I i I MEET AND MATCH I I EXISTING SIDEWALK z I AT NEAREST JOINT w CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER C.O.R. % STD DETAIL 101, H=6", TYP QI �o LLJ Q a o PEDESTRIAN RAMP#6A I ,t I 7 o`8, SEE DETAIL < `+`' w w ' RIGHT-OF-WAY, CB-2.31 CB-6.01 0I a w N o N TYP TYP SECTION PEDESTRIAN RAMP #5A SEE DETAIL 1 '' 1 CB-2.31 CB-6.01� CB-2.% CB-6.11 ........................ 20' MIN CLEAR, TYP O_ -- -- - EXISTING INLET TOREMAIN i _ BRrRGPE ADJUST TO GRADE - ARCHITECTURAL RIM =40.20 ` _ _ _ _ `..--..._--......... AWINGS DR POINT OF INTERSECTION - STA 21+00.00 GARDEN AVE N= I N 2ND 32+00 STA 31+00.00 N 2ND ST PEDESTRIAN RAMP #.5B SEE DETAIL 1 G 40.36 - CB-2.31 CB-6.01 .-........... - , FG 41.72 G 40.98 PEDESTRIAN RAMP #4A R=20' -- SEE DETAIL 2" AC 8 GRIND 1 OVERLAY, 150 % 41.50 CB-2.31 CB$.014 ' ° .-------------------- - _-----..-..-. -. - .. .. G4174 65 N� F FG 41.79 _ > FG 41.79 FG 41.96 FG 41.96� o PLANTING EE NOTE 1 i \+ o < STRIP, TYP CEMENT CONCRETE SI EWALK PER / ---- -----------� C.O.R. STD DETAILS 1 AND FO P J N 2ND ST PEDESTRIAN RAMP #3A 1300 BRONSON Y SEE DETAIL 1 +\ - + NORTH VVACATE T-OF-WAY CB-2.31 CB-6.001 YEj-^ r�. CONDITION OF APPROVAL: �-CI INSTALL LIGHT POLE AND JUNCTION BOX CONCRETE X PAD PER STD PLAN 120 ON SHEET CB-7.41 --.---- ..-.. ..---'---- --'--- I.: c ELEVATION AT 25' TYP P/L, TYP 50 45 a N N + O O � SEE CURB RAMP ORCON DE TAjL F T.: 40.................:.................E.................:.................:..................................E.................:.................:.............. ............ ........... ............ ........... .... ..... ELEVATION AT TOP OF. CURB, TYP 35 P.O. Box Seattle,le, WAA 98 FIL Patrick@hl.enginengineeling HLENGINEERING (858)581-0754 k. RAN. �° 48fiUt /GNAL6 CEMENT CONCRETE DRIVEWAY PER C.O.R. STD DETAIL 104.4 w� o N o . w + � M EXISTING INLET TO REMAIN, ADJUST TO GRADE RIM =40.24 rrrr -L r I MEET AND MATCH EXISTING SIDEWALK AT NEAREST JOINT FOR ELECTRICAL AND TELECOM IMPROVEMENTS SEE SHEETS CA-1.01 THROUGH CA-4.11, TYP o a ui 3wmw o a; K p 0U Q � NQ U N z W Q 0 0 W 1. SPECIALTY CONCRETE PAVEMENT: MATCH DRIVEWAY CONCRETE PER C.O.R. STD DETAIL 104 EXCEPT AS FOLLOWS: ' COLOR= CITY OF RENTON DOWNTOWN STANDARD ' PATTERN = 2'z2' SCORE JOINT, 112" DEEP ' FINISH=MEDIUM BROOM 2. SEE SHEETS CC-8.11 THROUGH CC-8.17 FOR STORM DRAIN IMPROVEMENTS. 3. SEE SHEET CB10.00 FOR CONSOLIDATED STREET LIGHT POLE AND LUMINAIRE SCHEDULE. PEDESTRIAN RAMP PA SEE DETAIL CB-2.31 CB-6.11 PEDESTRIAN RAMP#8B SEE DETAIL CB 2.31 CBE 11 POINT OF INTERSECTION _- STA 33+82.06 N 2ND ST= E "XIS'-T-IN---'-GME'---E-DIAN ISLAND c ' STA 41+00.00 MEADOW AVE N r.-- s TO REMAIN PEDESTRIAN RAMP #9A CENTERLINE G40.g /' %// % 6 `�� SEE DETAIL + G40.gr/ .-..... .RIGHT-OF_WA1') G 4 .28 ..,X C 11 15' &2.31 C&6. SEE NOTE 1 I r . ° -,k MEET AND MATCH �.�-�� SEE NOTE2 EXISTING SIDEWALK AT I I NEARESTJOINT I W ---- ```�'� PEDESTRIAN RAMP #108 SEE DETAIL RIGHT-OF-WAY 1 Q� CB-2.31 CB-6.11 No ifiC11I �nmmi (7 O a r CEMENT CONCRE I DRIVEWAY PER C 33+00 I STD DETAIL 104.4 hZlrII > O � m O 0 N V � O O a o < o v J 6L d U° 6 1 LP IN COMPLIANCE WITH CITY OF RENTON STANDARDS Ad I NDEVELOPMENT ENGINEERING O jchavez 08/28/2020 20 10 0 20 40 scale 1" = 20' feet I- � Im I �10NED AS -NOTED °°°'°°' CITC HEADQUARTERS 2020.10.11 CITY OF 1300 BRONSON WAY N, RENTON WA 98057;,'AkmmiE' PAR--- RENTON aWR DATUM ROAD PAVING AND DRAINAGE PLAN _ K PlDnning/Building/Public Works Dept. ' N 2ND ST CB-2.31 N0. REVISION BY DATE APPR ^°^^^^^ """'IX41°'N"° am. 5 a. 58 F n i I Cn 0� PEDESTRIAN RAMP #8A PEDESTRIAN RAMP #9B LJJ SEE DETAIL 1 I SEE 2.4DETAIL 1 - CB-1 CB-6.11 I I CB-2A1 CB-6.11 Q �..;........ _� f� Q LLJ 0 PEDESTRIAN RAMP#78 F SEE DETAIL F U CB-2.41 CB-6.11 R-M 4 STA 33+82.06 N 2ND ST= STA 41+00.00 MEADOW AVE IN _ Q PEDESTRIAN RAMP #10A Z SEE DETAIL I (�J CB-2.41 CB-6.11 FI J m N A 0 m m m o� wow CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER C.O.R. STD DETAIL 101, 11=6", TYP — FOR ELECTRICAL AND TELECOM IMPROVEMENTS SEE SHEETS CA-1.01 THROUGH CA4.11, TYP �S //�� o 0 < w SEE DETAIL CB-2.41 CB-®� m I m O o 7.11 o v"i F O N F O t I w + F m < w < < < w K HOH Or OF HI U r O MQ W wow a m D. wr a m NO TYP SECTION TYP SECTION I NPT-OF-WAY, r CENTERLINE (RIGHT-OF-WAY) r 20' MIN EXISTING INLET CLEAR, TYP TO BE REMOVED 42+00 MEAD W A V N 43+00 n STRIP, TYP — / f \\\V� CEMENT CONCRETE SIDEWALK PER C.O.R. STD DETAILS 102 AND EXISTING RIGHT-OF-WAY DEDICATED I .I 1. SEE SHEETS CC-8.11 THROUGH CC-8.17 FOR STORM DRAIN IMPROVEMENTS. CONTRACTOR TO POTHOLE EXISTING SO LATERAL AT THE LOCATION OF THE PROPOSED CB IN ORDER TO CONFIRM ELEVATION BEFORE ORDERING NEW CB. 2. SEE SHEET CB10.00 FOR CONSOLIDATED STREET LIGHT POLE AND LUMINAIRE SCHEDULE. F I h 1 :I EXISTING INLET I'I TO BE REMOVED SEE NOTE 1, TYPI'1 POINT OF INTERSECTION STA 14+16.65 BRONSON WAY N= STA 44+62.12 MEADOW AVE N I � 1 N I O 1 >o` Z I 1 \ 1 �ISTING CURB TO REMAIN I O � Y R-411615 N IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O 20 10 0 20 40 jchavez 08/28/2020 scale 1" = 20' feet P RAN. �a"`A As -NOTED �°° °"°° ___ CITY OF CITC HEADQUARTERS i020.10.11 P.O. Box 81211 '� e�11111 ^" 1300 BRONSON WAY N, RENTON WA 98057 s"°'°°" Seattle, WA 98108 R E N TO N E (858)581-07ngineenng �D aNP DATUM ROAD PAVING AND DRAINAGE PLAN (858)581-0754 '�� Plonning/Building/Public Works Dept. ' MEADOW AVE N CBDWW- w H L E N G I N E E R I N G °".LB NO REVISION BY DATE APPR �° �� m; 6 "'sa co r 7 O 0 W H rmk N I °I I SEE NOTE 2 . RIM =41.22 E I SPECIALTY PAVEMENT, SEE NOTE 1 I �x I 0 45 40 35 Em o STRIP, TYP SEE SHEET CB-2.41 FT kil DEDICATED ----- F �— TE��PLA�,E� 0 ALLEY —._ -- —3+°°— 0 e i a4 e x FF 42.00 3 LI FF 42.00 FF 42.46 7FF 42.50 aI FOR PARCEL STORM CB-2.51 CB-8.11 11 RIGHT-OF-WAY, TYP � DRAINAGE AND SANITARY CENTERLINE (RIGHT-OF-WAY) 1' VACATED RIGHT-OF-WAY J-- SEWER UTILITIES SEE TYP SECTION i SHEET CC-8.12 CEMENT CONCRETE SIDEWALK FOR ELECTRICAL AND TELECOM PER C.O.R. STD DETAILS 102 " POINT OF INTERSECTION IMPROVEMENTS SEE SHEETS AND F007, TYP N STA 32+41.36 N 2ND ST= CA-1.01 THROUGH CA-4.11, TYP STA 51+00.00 ALLEY ASPHALT ALLEY PAVEMENT PER C.O.R. ORDINANCE 5517. WAY 4"HMA OVER 6"CSTC T1300 BRONSON � RM 41.852 Yi NORT Pk9 54+00 SEE NOTE 2 RIM = 42.97 - SEE NOTE 2 RIM = 43.18 1. SPECIALTY CONCRETE PAVEMENT: MATCH DRIVEWAY CONCRETE PER C.O.R. STD DETAIL 104 EXCEPT AS FOLLOWS: • COLOR= CITY OF RENTON DOWNTOWN STANDARD • PATTERN = 2'z2' SCORE JOINT, 112" DEEP • FINISH=MEDIUM BROOM 2. ADJUST EXISTING CATCH BASIN TO GRADE. REMOVE EXISTING GRATE AND FRAME, AND REPLACE WITH NEW FRAME AND SOLID LID PER CDR STD DETAIL 204.10. � runvl ur ilvirrtaruuury � STA 12+74.03 BRONSON WAY N= ' STA 54+84.33 ALLEY �, SPECIALTY PAVEMENT, � SEE NOTE 1 � ILI 45 40 35 30 + + + N N iG R-411616 N IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMEM ENGINEERING O jchavez 08/28/2020 20 10 0 20 40 scale 1" = 20' feet P RAN. �,ca�`A As -NOTED °° °"°° ___ CITY OF CITC HEADQUARTERS i020.10.11 P.O. Box 81211 '�T- e ^" 1300 BRONSON WAY N, RENTON WA 98057 E Seattle, WA 98108 R E N TO N E patrick@hl.engineenng �0 4RNP DATUM ROAD PAVING AND DRAINAGE PLAN "°- �� g g P CB-2.51 (858)581-0754 '�� Plonnin Buildin Public Works Dept. ' ' ALLEY H L E N G I N E E R I N G °"AL 6 NO REVISION BY DATE APPR _ �'NM° m; 7 "'sa Y W N Z nl N N A a Y W N Z nl N N A a 'wn T 7 (n Ld ry a c� 0 Q Ld _ U r POINT OF INTERSECTION STA 21+00.00 GARDEN AVE N= STA 31+00.00 N 2ND ST N O t r a x iy rc m w w 0 z a P.O. Box 81211 i Seattle, WA 98108 NR patrick@hl.engineenng HLENGINEERING (ese)sa1-ws4 d a o P RAN. Q�y- op w4eNa,PWAt� �O 48fi01 /GNAL6 z C — R1-1 ("STOP") SIGN — RIGHT-OF-WAY, TYR ON POST RS-1R ("ONE WAY" RIGHT) AND R6-1L ("ONE WAY" LEFT) SIGNS ON POST (4 SIGNS ON 2 POSTS, R1-1 ("STOP") SIGN PAIRED BACK-TO-BACK)�\ ON POST N 2 N-D .32& \ 33+00 NOTES: 1. UNLESS NOTED OTHERWISE, ALL SIGNAGE SHALL CONFORM TO STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION'S SIGN FABRICATION MANUAL. CENTERLINE I (RIGHT-OF-W Y) (9 `------ STA 41+00.00 MEADOW AVE N JCS N _ w \ ..: ,.. — — — — — — — — — — — — — — — Q — — — -- -- 69 I �I O �I w o R1-1 ("STOP') SIGN ON POST 1300 BRONSON WAY :i Q - Q 1\�(. w I NORTH V DEDICATED RIGHT-OF-WAY 1'VACATED RIGHT-OF—WAY I � T-411603 IN COMPLIANCE WITH CITY OF RENTON STANDARDS NDEVELOPMEW ENGINEERING 20 10 0 20 40 jchavez 08/28/2020 O scale 1" = 20' feet � NOTED °°^ � °°m�'°°' CITY OF --- RENTON CITC HEADQUARTERS 1300 BRONSON WAY N, RENTON WA 98057Fw io2a1o11 �NEopA" BWR DATUM Plonning/Building/PucOo Woks Dept. SIGNING AND CHANNELIZATION PLANATME N0. REVISION BY DATE APPR """'IX01°'NMY N 2ND ST ^°^^^^^ Y W N Z nl N N A a 'S] Cn CY Ld IY a C� 0 Q Ld _ U rpk N A p F- in oE:g I N z at O t r a x iy rc mto w w 9 z a P.O. Box 81211 Seattle, WA 98108 NR patrick@hl.engineenng cl HLENGINEERING (ese)sa1-o7s4 a o STA 32+41.36 N 2ND ST= STA 51+00.00 ALLEY o P RAN. Q�y- op w4eNa,PWAt� �� 48fi01 �G AL6 R6-1R ("ONE WAY") L R6-1R ("ONE WAY") SIGN ON POST SEE SHEET CB-3.41 SIGN ON POST 1DE DICATEd RI T-OF-WAY. 52+00 53+00 Q —-------ALLEY----4 -- a4 Ri CENTERLINE RIGHT-OF-WAY, TYP (RIGHT-OF-WAY) 1' VACATED RIGHT-OF-WAY R1-1 ("STOP") SIGN ON POST 1300 BRONSON WAY NORTH BWR N0. REVISION BY DATE APPR NOTES: 1. UNLESS NOTED OTHERWISE, ALL SIGNAGE SHALL CONFORM TO STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION'S SIGN FABRICATION MANUAL. n t R6-1R("ONE WAY") II SIGN ON POST O a \� o o \. — 54+00 +------ — — \ » II POINT OF INTERSECTION \ R1-1 ("STOP") STA 12+74.03 BRONSON WAY N= SIGN ON POST \ STA 54+84.33 ALLEY - \, T-411605 N IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING jchavez 08/28/2020 O 20 10 0 20 40 scale 1" = 20' feet AS -NOTED X0A64Xf� 'Im CITY OF CITC HEADQUARTERS io2a1o11 RENTON 1300 BRONSON WAY N, RENTON WA 98057FD7g_w e g� PSIGNING Plo nm Bwla Public woks De t. AND CHANNELIZATION PLAN AT M ME ALLEY 'S T. of -900 BEND (MJxMJ) ' 60NGBLOCK E SPOOLS AS REQ �/4" WATER METER (BY CITY FORCES) GUT AND CAP EX. 6" W CI (BY CITY FORCES) W(E)-. W(E)� waE� SO(1� 300 BRONSON WAY.DCDA NORTH IRR, DW, FW S VICE: BACKFLOW PREY OCATED INSIDE BUILDING. FW:4 ER 360.5) 2" IRR, DW SERVICE DW' p^ DCVA METERS PER STD 320.2 IRR: 1-112 RPBh ER 340.8) (CITY TO PROVIDE METERS) SEE PLU ND FIRE PLANS IN BUILDING PERMIT SET ABANDON 3/4' REMOVE EX. 6" W CI NON -SLIP LIDS 2"IRR SERVICE SEE LARCH ( ) WATER METER BY CITY FORCES ( ) FROM STA 21+62.46 TO STA 25+58.73 STA 22+85.30, 22.42 LT (DW) 2" DW SERVICE STA 22+g3.80, 22.42 LT (IRR) ABANDON 314" 6" FW-DIP PIV TO BE FDC W/CONN. IN WATER METER ABANDON 3l4" WATER METER SUPERVISED POST INSTALLED AWAY BLDG BY PLUMBING ` (BY CITY FORCES) (BY CITY FORCES) INDICATING VALVE FROM FACE OF STA 24+33.10, 30.98 LT PER STD 360.5 BUILDING PER STD PLAN 360.5 _ ..-.._- -� v 3313 3sd 33�3 3sd ---.--__-_.--.--._..-.. ..-_- 60 - 41.60� ABANDON 4 2 _ 8" W WCE; ,,, � �n w,r, ^ �;...�.- _ CITY FORCES): --W"CITY-+[�'-8 8"xB"TEE(MJxFL) ®"'•'I�"" 8" GV (FLxMJ) 2-8" SLEEVES (MJ) '> 12"W TEE (MJxFL) CONIC. BLOCK 8" GV (FLxMJ) PER STD PLAN N0.300.2 ,;: CONIC. BLOCK STA 21+60.97, 14.00 LT 12" VERT. CROSS ---"-"-"-"SEE NOTE#8 FOR POLYPIGGII�G--- PER STD PLAN N 300.6 -, w STA 21+70.97, 10.p0 LT EX. WATER VALVES (TYP.) w c I I wQ 50 45 40 35 4Tt SO J 0 403 LF 12' W DI WITH CITY v 24+00` vea 6" GV (FLxMJ) 12"4V DIP CL-52 - - CONNECT TO EX. 8" W DI CUT IN BY CITY FORCES: CONIC. BLOCK WITH PE ENCASEMENT STA 22+8713 10 00 LT OFFSET 10 00' LT FROM CIL " NOTES: on \ 1. SEE COR STD 300.00 AND 2012 WATER SYSTEM �J \ PLAN, APPENDIX J, FOR WATERMAIN CONN 70 EX. 8" W CI SPECIFICATIONS AND REQUIREMENTS. S CUT IN (B1\CITY FORCES): 2 CONTRACTOR TO VERIFY LOCATIONS OF ALL EXISTING WATERMAINS PRIOR TO INSTALLATION \ /f� 8"x8" TEE (FLr�FL) WICONC. BLOCK OF NEW WATERMAIN. vv 2$" GV (FLzMy� ' \ 3. ELEVATIONS FOR EXISTING WATERMAIN AND v 1-8" GV (F�cFL) a n➢ o 'lS SERVICES ESTIMATED VIA POTHOLING. 2S" " INC ADAPTERS (DI TO CI) `�c +•_. � 8"x12" INCRERSER (FLzFL) 4. FDC TO BE LOCATED NEAR SW CORNER OF EX.6"/8" GVs PER 1-12" FLxMJ ADAPTER BUILDING, APPROX. 40' FROM NEW FH. FIVE \ COR RECORD DWGS 1-12" SLEEVE (MJ�, ADDITIONAL FHa LOCATED WITHIN 300' OF REMOI BUILDING. FIELD VERIFY SPOOL AS NEEDED EX. HYDRANT - \ 5. CONNECTIONS TO EXISTING WATERMAINS SEE STD PLAN N0. 300.4 FIRE HYDRANT REMOVE EX. 6" W CI SHALL BE COORDINATED WITH COR STAFF. CDR FOR TESTING AND FINAL TAILS PER COR STD 310.1 FROM STA 21+62.46 STAFF TO PERFORM PIPE CONNECTIONS. TO STA 25+58.73 STA 25+58.4, 13.58 LT \ 6. EX. 6" (CI) WATERMAIN TO BE REMOVED AFTER STA 24+68.96, 14.00 LT SEE NOTE #8 \ NEW 12" (DI) WATERMAIN TESTED AND COORD. APPROVED BY COR. a WITH CITY 7. SEE SHEETS CB-2.01 THROUGH CB-2.51 FOR W(E) VT W(E) - wo 3 STREET CENTERLINE STATIONING CONTROL. v/fvvvvv \ c^ 8. ALL MECHANICAL JOINT FITTINGS AND VALVES o \ SHALL HAVE MEGALUG SERIES 1100 25+00 RESTRAINED JOINTS (OR APPROVED EQUAL) ' ' ' ' ' ' " ' 12"45° D (MJxMJ) AND CONCRETE BLOCKING PER CDR STANDARD WITH MEGALUG PLANS. 12" X 8" TEE (MJxFL) 3 ' ' W/CONIC. BLOCK 12"x2" TAPPED TEE AND GV �ssv CENTERLINE " GARDEN AVE N TEE: STA 22+73.21, 10.00 LT PER STD. 320.3 (RIGHT-OF-WAY) 8" GV'('IULXMJ) 3 STA 22+85.30, 10.00 LT (DW) - .. °.BEND �-- -- .-x..-_-. -.. -STA-22+8M,,,1"017{RR�- -.- -- -.. - - -.-.-..-..-..-..-. 8" SLEEVE (MJ) G' CONC. BLOCKS w PER STD 300.3 Ld CONN: STA 22+75.97, 3.33 LT SEE NOTE #8 ; ; - 314" WATER SERVICE ry ry TRANSFER BY CITY Q STA 22+05.62, 9.00 LT WATERMAIN PLAN - GARDEN AVE N 12"A" TEE (MJxFL) 6' GV (FLxMJ) CONIC. BLOCK e FIRE HYDRANT ASSEMBLY STA 25+55.16, 10.00 LT PER STD. 310.1 �STA24+68.96, 10.00 LT",°% HYDRANT MARKER PER STD. 310.3 STA 24+68.96, 0.33 LT'\ cj cj EX. 6" CI W !, TO BE REMOVED ! 14 a SEE CURB RETURN._... ......... ..................................................... ........ ......... ......... ...._... .._.... ........ ........ ......... SEE CURB RETURN rGARDEN AVE C/L '... .. ..... PROFILE FOR CONT. : PROFILE FOR CONT. f ---------------- __ ___ _____ ___ ....._.. ....... ... .: ..:. :.. :.................'.... 2".1RR... 2'LWJ....... .... ..:.. ELEVATION AT.... !. .._._. !. ..._... ! .._.... ...._.. .._.. _ .................. CONNECTTO _', STA 22+83 80 10.00 LT, IE = 35.58 STA 22+g5.30 10.00 LT - _-_ TOP OF CURB, TYP < EX.6"DIPW :, ____,, ---- : n IE=35.58 COORD. WICITY :, CONNECTTO STA 21+60.97,14.00 LT EX. 8" CI W ....._._..._..' .._ 1E=W.136 ._..:..._..._.......:.........Sq...:..................:...................................',......................... 12"x8"TEESLOPETOMEET .............................:................................_..,_..._._..._..i_._......._..i.................i..........._....i......_..._....i._..._.16"�W-DIP :EX. 8" DIP W : 6" FW-DIP ............................ ........... ...._ ._. ... COORO WI CBY WIPOLYPIGGING TRANSFER': 12"x8" TEE ISTA 22+75 97 I10.00 LT STA 22+87.13, 10.00 LT 12"!W DIP CLb2 ! : : : EX. CI WATER STA 25+56.73, 13.58 LT STA 21+70i97, 10.00 LT f2'SD EX. 3/4" SERVICE STA 21+73.21,10.00 LT i1E=37.09 IE=35.43 WITH POLYETHYLENE STA 24+68.96, 10.00 LT MAX. DEFLECTION 2.5° IE = 39.30: IE = 35.95 STA 22+05.02, 4.16 LT IE = 35.26 !TO BE REMOVED ! ENCASEMENT IE = 37.15 D U B I FL ' Seat Meridian 103Ave N d1a IV Seahle, WA 98103 tony@dubinerrv.Dom Environmental (206) 898-0057 0 0CD N M < N N N WATERMAIN PROFILE - GARDEN AVE N SCALE: HORIZ 1"=20' VERT 1"=5' � AS -NOTED P1301""`"'O .1.+988n9°' �Nmro o TD M DATUM �PHL F NER ONE INCH N0. REVISION BY DATE APPR � '`""''IX01°'NMY 0 N CITY OF RENTON Planning/Building/Public Works Dept. EM I- 40 U) 5 3 W a- 30 \J 0 cn W-411601 0�_ IN COMPLIANCE WITH CITY OF RENTON STANDARDS W DEVELOPMENT ENGINEERING O jchavez 08/28/2020 WATER UTILITY M.Mitchell 09/04/2020 O Q CITC RENTON ""i020.07.0]58 L J 1300 BRONSON WAY N °°'°°' _ RENTON, WA 98057 WE C> WATERMAIN PLAN AND PROFILE CB-5.� GARDEN AVE N "" 13 ° U NET N d 9E U U T O 3Sd ABANDON 3/4" WATER METER _ _ I_ � (BY CITY FORCES) - - - - r CUT AND CAP EX. 6" W CI - ` - REMOVE EX. 6" W CI (BY CITY FORCES) FROM STA 21+62.46 70 STA 5+58.73 EX. 6" W CI - -- - - F0 REMAIN w<E>�" w<E>- � _ W<E) w(E)- wl 8"-900 BEND (MJxMJI ww CONC BLOCK 8" SLEEVE (MJ) _ _ 8" GV (MI 8" PIPE SPOOLS AS NEEDED CONN TO EX. 8" W DI w/s� 8" GV(FLxMJ)Www CUT IN (BY CITY FORCES): G 8"x8"TEE (MJxFL) 403 LF 12" W CONC. BLOCK COORDINATE WORK SEE STD PLAN NO' 300.2 WITH CITY STAFF FOR TESTING AND FINAL DETAILS \ w STA 21+60.97, 14.00 LT 12" VERT. CROSS 12"W TEE (MJxFL) 8" SLEEVE (MJ) FOR POLYPIGGING CONC. BLOCK PER STD PLAN NO.300.6 STA 21+70 97 10.00 LT i 3 CONC. BLOCK NOTES: 1. CONTRACTOR TO VERIFY LOCATION OF EXISTING WATERMAIN PRIOR TO INSTALLATION OF NEW WATERMAIN. 2. EXISTING GATE VALVES LOCATIONS AS SHOWN IN SURVEY AND CONFIRMED WITH GOOGLE STREET VIEW MAY DIFFER FROM LOCATIONS SHOWN IN COR MAPS. 3. EXISTING WATERMAIN APPROX. 2' HIGHER THAN NEW WATERMAIN. ROTATE 12"x8" TEE AND 900 BEND AND/OR INSTALL FITTINGS AS NEEDED FOR CONNECTION. COORDINATE VERTICAL ALIGNMENT WITH CITY STAFF. 4. ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL HAVE MEGALUG SERIES 1100 RESTRAINED JOINTS (OR APPROVED EQUAL) AND CONCRETE BLOCKING PER CDR STANDARD PLANS. D U B I Ex IV' 4218 Meridian Ave N d 1,� Seahle, WA 98103 tony@dubinew.com Environmental (206) 898-0057 Lai ABANDON 314" WATER METER SUPER\/ISED F'OST (BY CITY FORCES) NDICAIiNG VALVE ER STD 360.5 REMOVE EX. 6" W CI _ FROM STA 21+62.46 TO STA 25+58.73 PIV TO BE INSTALLED AWA` REMOVE EX. VALVE WITH FROM FACE OF BUILDING EX. 6" W CI AND 8" W DI PER STD PLAN 360.5 12" X 8" TEE (MJxFL) 2" IRR, DW SERVICE STA 22+73.21, 10.00 LT - - - - _ , ` METERS PER STD 320.2 - LL (CITY TO PROVIDE METERS) NONSLIP LID �W<E� w<, .. ,\ =6 N N -. S1k22+85.30,2.(b7$LT(DW)w. STA 22+83.80, 26.78 LT (IRR) 8" GV (FL):MJ) /-V-VVV VVVV- 45° BEND (MJxMJ) w 403 LF 12" W DI CONC. BLOCK i 12"x6" TEE (MJxFL) CONNECT TO EX. 8" W DI ABANDON C N (FLxMJ) CUT IN (BY CITY FORCES): EX. 8" W DI STA 2 1L 450 BEND (MISTA 2+ .1 OQ CONC. BLOCK 12"x2 TAPPED TE AND GV _ 8" PIPE SPOOLS AS NEEDED__ _ _ _ _ _ _ PER STD. 320.3 _ -- SEE STD. PLAN 300.3 STA 22+85.30 10.0 LT (DW) FOR TESTING AND FINAL DETAILS COORDINATE WORK • SjA 22+g3.80 10.0 LT (IRR; CONN: STA 22+75.97, 3.33 LT WITH CITY STAFF 8" SLEEVE (MJ) 3 NOTES: 1. CONTRACTOR TO VERIFY LOCATION OF EXISTING WATERMAIN PRIOR TO INSTALLATION OF NEW WATERMAIN. 2. EXISTING GATE VALVES LOCATIONS AS SHOWN IN SURVEY AND CONFIRMED WITH GOOGLE STREET VIEW MAY DIFFER FROM LOCATIONS SHOWN IN COR MAPS. 3. EXISTING WATERMAIN APPROX. 2' HIGHER THAN NEW WATERMAIN. ROTATE 12"x8" TEE AND 450 BENDS AND/OR INSTALL FITTINGS AS NEEDED FOR CONNECTION. COORDINATE VERTICAL ALIGNMENT WITH CITY STAFF. 4. ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL HAVE MEGALUG SERIES 1100 RESTRAINED JOINTS (OR APPROVED EQUAL) AND CONCRETE BLOCKING PER CDR STANDARD PLANS. \\\.\ COORDINATE WORK WITH CITY STAFF EX. 6"/8" GVS PER jy 8" ROMAC ADAPTOR (DI TO CI) COR RECORD DWGs -�� C� \ FIELD VERIFY \ 8" GV (FLxMJ) REMOVE EX. 6" W CI Q. FROM STA 21+62.46 TO STA 25+58.73 �- \. CONN TO EX. 8" W CI \ CUT IN (BY CITY FORCES): �- w(E)- WE)- w<E< w<E< A. 8"x8"TEE (FLxFL) W/CONC. BLOCK WV \ SEE STD PLAN NO. 300.4 FOR TESTING AND FINAL DETAILS STA 25+58.73,13.58 LT VVVV V 8`.GV(FLxMJ) 403 LF 12" W DI '� 8" ROI4AC ADAPTOR IN TO CI) 12"-45" BEND (MJxMJ) 8" GV (FLxFL) \� WITH MEGALUG 8"x12" INCREASER IF CONC. BLOCK 12"FLxMJ ADAPTER \,\ STA 25+55.16, 10.D0 LT 12" SLEEVE (M.) \ \. ------ -FPOOLASNEEDED y.-.-.- SEE NOTE #1 NOTES: 1. CONTRACTOR TO VERIFY LOCATION OF EXISTING WATERMAIN PRIOR TO INSTALLATION OF NEW WATERMAIN. VERIFY LENGTHS OF FITTINGS RELATIVE TO CONNECTION POINT AND ORIENTATION OF NEW WM. IF THERE IS NOT ADEQUATE ROOM FOR SLEEVE PIPE, USE FLANGE CONNECTIONS FOR ALL FITTINGS. 2. EXISTING GATE VALVES LOCATIONS AS SHOWN IN SURVEY AND CONFIRMED WITH GOOGLE STREET VIEW MAY DIFFER FROM LOCATIONS SHOWN IN COR MAPS. 3. NEW WATERMAIN WILL SLOPE UP TO MEET EXISTING WATERMAIN. USE MJ DEFLECTION AS NEEDED WITHIN ALLOWABLE CDR LIMITS TO MAKE CONNECTION. COORDINATE VERTICAL ALIGNMENT WITH CITY STAFF. 4. ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL HAVE MEGALUG SERIES 1100 RESTRAINED JOINTS (OR APPROVED EQUAL) AND CONCRETE BLOCKING PER CDR STANDARD PLANS. �m SAS -NOTED v�zaNrw'wu ,.un9o, "m1968 CITY Or ro '� RENTON TD DATUM �PHL Planning/Building/Public Works Dept. N0. REVISION BY DATE APPR '^^�' '`""''IX01°'""' 0XE 1Xtl1 W-411602 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING jchavez 08/28/2020 WATER UTILITY M. M itchel 109/04/2020 CITC RENTON 1300 BRONSON WAY N RENTON. WA 98057 WATERMAIN CONNECTION DETAILS W co U CB-5.22 � ma.: 14 Of 58 (� PROPERTY LINE FACE OF BLDG SEE SHEET CB-2.21 FOR STREET, SIDEWALK DESIGN IN -BUILDING PIPING, BACKFLOW PREVENTOR BY PLUMBING DESIGNER GARDEN AVE N 30' 1 30, INSTALL 2" IRRIGATION WATER METER IN PLANTER STRIP PER STD 320.2 8' 17' 22'+/- 5 r REMOVE I EX 6" W (CI) 10, 12" W (DI) 2" GV (1) 4" ELEC (PSE) 12" SO DI 2" IRR WATER COORD. VERTICAL ALIGNMENT WITH SO NOTES: 1. EXISTING WATERMAIN LOCATION AND DEPTH WERE DETERMINED BY POTHOLING. 2. EX. 6" W (CI) IN GARDEN AVE N TO BE REMOVED AFTER NEW WATERMAIN COMMISSIONED. PROPERTY LINE FACE OF BLDG � SEE SHEET CB-2.21 FOR STREET, SIDEWALK DESIGN IN -BUILDING PIPING, BACKFLOW PREVENTOR BY PLUMBING DESIGNER GARDEN AVE N 30' INSTALL PIV PER STD PLAN 360.5 STREET TREE 8' 17' 5 M REMOVE I EX 6" W (CI) 10, 22'+/- 0 (1) 4" ELEC (PSE) 1 2" W (DIPIC- BLOCK 1 „MIJ 6" GV 6"FW(DIP) COORD. VERTICAL ALIGNMENT WITH SO NOTES: 1. EXISTING WATERMAIN LOCATION AND DEPTH WERE DETERMINED BY POTHOLING. 2. EX. 6" W (CI) IN GARDEN AVE N TO BE REMOVED AFTER NEW WATERMAIN COMMISSIONED. s FW SECTION — G SCALE: 1"=10' 0 a_ U F a T s w D I FL ' 4218 Wn Ave N a ,d1a IV Seattle,e, WA A 98103 Cony@dubinem.com N Environmental (206) 698-0057 0 a� PROPERTY LINE PROPERTY LINE FACE OF BLDG EX GRADE SEE SHEET CB-2.21 FOR STREET, SIDEWALK DESIGN IN -BUILDING PIPING, BACKFLOW PREVENTOR BY PLUMBING DESIGNER GARDEN AVE N 30' 1 30' INSTALL 2" DOMESTIC WATER METER IN PLANTER STRIP PER STD 320.2 8' 17' 22'+/- 5 r REMOVE I EX 6" W (CI) 10, 12" W (DI) 2" GV (1) 4" ELEC (PSE) 12" SD DI 2" DOMESTIC WATER COORD. VERTICAL ALIGNMENT WITH SO NOTES: 1. EXISTING WATERMAIN LOCATION AND DEPTH WERE DETERMINED BY POTHOLING. 2. EX. 6" W (CI) IN GARDEN AVE N TO BE REMOVED AFTER NEW WATERMAIN COMMISSIONED. GARDEN PROPERTY LINE PROPERTY LINE AVE N 30' 30' PROPERTY LINE LSe3.7:111 PROPERTY LINE EX GRADE ICONC. PAD EX GRADE 5'x5'x6" SEE SHEET CB-2.21 5'*310.1611 22'+/- FOR STREET, SIDEWALK DESIGN (1) 4" ELEC (PSE) ------- ---- CONC. BLOCK Ld CONC. W (DIP) co FH CDR STDIP) NOTES: 1. EXISTING WATERMAIN LOCATION AND DEPTH WERE DETERMINED BY POTHOLING. 2. IF NECESSARY TO FACILITATE FH INSTALLATION, CUT AND CAP EX. 6" W (CI) IN GARDEN AVE N TO N W AND S OF FH LATERAL. OTHERWISE, EX 6" W (CI) TO BE REMOVED AFTER NEW WATERMAIN COMMISSIONED. _J 37.13 3 FH SECTION — GARDEN AVE N (STA 24+68.96)r4 c) CB-5 .21 CB-5.23 SCALE: 1"=10' CB-5.21 CB-5.23 cn W-411603 0�_ IN COMPLIANCE WITH CITY OF RENTON STANDARDS W DEVELOPMENT ENGINEERING O jchavez 08/28/2020 :D WATER UTILITY M.Mitchell 09/04/2020 O 0 Q ""°°' CITY OF CITC RENTON VB .07.06 = SAS -NOTED "" 1300 BRONSON WAY N .mro TK RENTON _D DnruM RENTON, WA 98057 : 0 Planning/Building/Public Works Dept. 5.23 N0. REVISION BY DATE APPR �d,^amPNL,.a. WATER SECTIONS — GARDEN AVE N.:15�:56 U iz SEE "o�TENCH �"' D�zwreeaoO,lw PNo -T EILRFLLY_BE NOTE FOUNDATION LEVELFOUNATION 1 MATERIAL IF REQUIRED SEE NOTE' CIRCUEMR PIPE SCLOS DIEE NOTE E"��E PIGS ZONE BEDDING AIDSSKE LLSUNOrEA wn tEef IUNDATION MATE F ACCUSED SEE NOTE E1 a PIPE - ARCH CORRUGATED CALL A�IDPI�NO� STEEL PIPE 1 PIPE COMPACT PER LIMITS EFFAVEN ON CHIP PLAIN ARD FDA PIK PRE ZONE SHALL BE THE PRICES OF THE TRENCH 'PROGRESS CONCRETE PIPE No 2 0 A IS EQUAL TO THE OUTSIDS PARENTS OF A PIGS OR THE POPE CRUDE SPAIN OF PIPE ARCH CORRUGATED OR TRENCH MDT" allMINUM PIPE DOCILE FEW POPE 4 UPS SAW BEDDING ROD HADUFFILL MATERIAL CALL BE PLACCIED IN A LOOSE SCENE AND COMPACTED TO MUSE MAXIMUM DEBATE CIRCULARPHES 5 EXCAVATE UNSTABLE MATERIAL DOWN TO III AN ALL ADD REPLACE WgL Do WITH FOUNCHATION MATERIAL CLASS A OR 11 PAN STANFORD 0 f STEP EMIR GTFZ�LG 1 AD TO IN 41 ® GRAVEL IwE�.�,TwX on.rvNTERNCE�'IwE�BRADER KORNAI NTS GORE A WI EA 1WT0199 UP UPLEM1 D,NE�.„ROENCDPUN cuex 33000 PUBLIC WORKS PIPE ZONE BEDDING AND 'N uGAZ 'D r DEPARTMENT ® COMPACTION -RIGID PIPE 9/z8/z018 1 -IECT ING EATER LINE INLAQ SOME TESTIRG 0[FdIL 18 IT N NEd FLIER LINE Ed FLIER \\\\\ ONa INK NCcTOVI kLDE. LW _ LfYHE B FEFAD� \ tTiLLrv3 n §Tao., RAT. a[av=orF AL J PUTTERI- CUP VALVES (FI T1 2- SOLID SLEEVES P L COUPLINGS hIAo -FFGAMBIA, ITS � "T_ LOGO ROVE looN126.Pll :MTALL 111 FEE ramrca �rvry V MWIv . ANC Euiw_ LION. �A° L CONNECT `DISCUSSES R CAP EBRc[sl NTS CAGREES AFTER BEER 5 4,VaEM WORKS CONNECTION TO WATEf1 MAIN' 9TD PLAN - 900.4 DEPARINE CUT IN -LINE TEE 8 THREE VALVES TlrRcu z010 D U B I EL IV ' Seat Meridian Ave N did eahle, WA 98103 tony@dubinenv.com Environmental (206) 898-0057 WAlFR P1AN GFNFRALNOIFS MantlaN PYn Nw3W 1. ALL WORKPND MATEflIAL55XALL BE IN ACCORDANCE WITH THE IAIESI EDIIIOXOFTXEUIYOF REGION PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT/pPWASFAHDARDSPEtlFICAPCNj LMF51 ED1110XA5 AMENDED BY THE CITY OF RENTON. PSET OF CITY APPROVED PLANS SHALL BE NFPT ATTHEJOB SITE WHENEVER CONSIRUCIYJN KINPROGRESS. A PRF{pNSTRURION CONFERENCE SHALL BE HFIO PRIOR iOTHESTARI OFCONSTRUCTION. THE COM0.4R0R AND OR DEVELOPE0.5XALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PRESSURES PRIOR TO COFISIRIICIION. 3. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSIRURION UNIFSS OTHERWISE NOTED. WE COMPARORSNALL FALL t-SOD-0XSSSSTO VERIFY UTLIIY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERMLS USED FOR ME CONSTRUCTION OF WATER SYSTEM IMPROVfMEXT55XALL BE HfW ANO UNDAMAGED, AND "CATALW CUTS' FOR ALL MATERIALS SHALL REAPPROVED IN WRITING BY TNF CTTOf RENTON PRICE TO BRINGING pM MATERIgI50N SNE A PLLWATER MAIN PIPE MARRIpL55NALLBE CEMENT UNEp DOCILE IRON PIPE.TNIIXNFR C1A45i PERpWWAC151AXpC 1M PIPE CENTS 5XALL BE PUSXdN OR MECIUNIGL1pIM. VSTIRON OR DUCTILE IRON PIPE fpTING55XALL BEtlASS$11 A5 PFRAHSI/AWWA C110/A311D82AlL DUCTLE IRON PIPE AND FRTING55XALL BE WRAPPED WITH BMILBLACK, NBE-PRE PoLYEFHYIEXE PIAYTI[ PER AW WACIDS$FPHDARDS. S. MINIMUM [OVER FROM TOP OF WATER MAINSTO FINISHED GRAOf SMALL Bf M INCHES FOR PIPE DIAMEIEROF 161N01 OR LESS ANp LB INCHES FOR PIPE DIAMEFFR OF IIINCH AND LARGER. M0.YIMUM COVFfl FORALL WATER MNNSSHNLBE W INCHES MY DEVIATIONS MUST BE APPROVED BYTHE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE Ml11YCONNCROCCUR, THE PROFILE OF WE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFpCRAND TO PROVIpE MINIMUM COVER. PIPE DFFI£RIOHSXALL NOT E%CFEOONE -HALF OF PIPE MAHUFACNRER'$$PEOFICAPDX PDR56EOF PIPE VSED. ALLTREXCX BACNFILLSHALL BE COMPARED T095 PERCENT MANIMUM DRY DfN511YA5 DETERMINED BYIHE MCOIFIfO PROCTOfl TfST METHOD (Mppl IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND pRNEWAYS,AXp85 PERCEMMpp IN UNPAVED MEALS. ALL PIPE MINE COMPACTION SHALL BE 95 MOO. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLEDANO REFUSED IN PLACE IN ACCORDANCE WpXCRYOf REMON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTAU£DATALLVERIKALAND HORIZONTAL KINDS, FR11NG5 ANO80.5E Of XYDRAX6. MEGA -WGS TOR SIMILAR PRODUCT) MAYBE REQUIRED ONALLMECXAXIGLIOINRIN AOp1110NTf1 COMPETE BLOCKING. T. ALL NEW WATER NOUN PIPES AND FRLIXGS SHALL RAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TOBEING FLVSXEO, DISINFECTED, AND TESTED. CIENIING, PRESSURE AND PURIIYTFSTNG SHALL BE DCNE IN WE PRESENCE OF AND UNDERTHE SUPERVIIION OFACIIYOF RFNTON UTILNY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALLAND REMOVE RULES, CORPORATION STEPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTPAINT/BLM%LNG FORIESTING AND PURffYACCEPTANCE NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIM OR BETWEEN THE XEW WET -TAP VALVETOAX EIpTXG MAIN UNTIL WE NEW PIPING WIS BEEN FOAMPIGGED,DISINFECTED, FLUSHED AND PASSED BOW PRESSURE AND PURffYTF511HG. B. NEW WATER MAINS INCLUDING SERVICE IATERAL5SHALL BE TESTED ATAREDUCE PRESSURE OF IW PSI ABOVE WORKING PRESSURE W11X A MINIMUM OF 335 PSI TEST PRF55VRF FOR 13D MIXl11F5 WITH A MA%IMVM OF S PSI PRESSURE DROP DURING WE ENDING TEST PERIOD. UPON SATISFACTORY COMPLETION OF WE PRESSURE TEST, THE LINE SHNL BE DISINFERFD, ftU5HE0, AND WEN WATER SAMPLES SHALL BE TAKEN FOR PURIIYTERM BY WE PUBW WORKS INSPECTOR. 9. WE COMMRORSXAII NOTIFY W E CITY OF REMpX WATER UpLffYAHp MAIMEXANCE DEPARTMENTS AT LFASTIp WORKING DAYS PRIOR TO MAKING CONNECTIONS TOTHE IXI]THG WATER SYSTEM. WE COMRARgISXALLIXPOY WE EIMpXG WATER MAIN AND FIRINGS AT THE CONNECTION POINT BEFORE ORDERINGTHE NECESSARY PDAPTORSAND FfT11NG5 REQUIRED MR WE FINAL CONNERION. THE CONTRACTOR SHALL ENGVAIE, REMOVE ALL SURFACE MATFAWLS AND PRONDESHORING AND ALL MATERWS REQUIRED FOR WECITY OF REMOX TO PERFORM WECONNECTION IO WE EXPENSES WATER 5Y5RM.WE NTS COMMCfOR SHALL PROVIDE AND UNSTABLE &1CKEILL.CYHIQETE BIOCKING,ANp COMP1ElF5URFACi RESTORATON. STD. 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I— 'W V / I— n11J L�L _J U , V I W-411605 0�_ IN COMPLIANCE WITH CITY OF RENTON STANDARDS Lil LL DEVELOPMENT ENGINEERING 00 Q jchavez OS/28/2020 � WATER UTILITY � p M.Mitchell 09/04/2020 Q CITC RENTON ""io2o.m.o]58 LLJ 1300 BRONSON WAY N ^°°'°¢' _ RENTON, WA 98057 �B�~c»°: (> WATER DETAILS — 2 CB-5.2� mar: iT �- U D U B I EL ' See Meridian Ave d1a1 IV Seeds, WA 98103 Cony@dubinenv.com Environmental (206) 898-0057 �MMRFEPo RAF,P �A1kEKFR T - - ,L _T ssrdETs. WHERE SHE NAHKtN IU NUL(:Alt Tk@Rf>_N,R LSI }YJI'IN 24"QFC MIH10tlE SHE ON LwLeeSti'FMwamaw IT ®Ri& T IS �NPEOM M9)3LEtq is END 9Lffq9efiG 1193& tSa NkYNOEM §N i[CAT IMK1N STREEY /I— COX M4FKER l ; FOUR 10 NH VI RYA MAI I M INEDRALIN; YMIs1W VV AG N TO IMM10Xn6 0.tlNI NP fsffEcr EtRAW Is ME BE SYEEET UNIU Rd M ON W FROM 10H, 9N {'Ii" FROKA [Pon ORI �Pstiunmrn, SHO4KuMurm suNT@n TPERRENIMARI IHNb4gAlf MWAX6P4 FITS H¢ISFiII �¢1RAFNrTf MAgKBEI 3MPF B9 RB k915ffieKArtE TWO-WAY(BLxIEJ L I I . PUBL[CI. 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REVISION BY DATE APPR °^^NR '`""''IX01°'""' SECTION AS 4` C3P9)KiP Knf1Ld5 F(9q' VALVES IN PgVEe RR6k9 2 PIECE rnsT IRON vnwE Hox RIgH $$Ai1Lt 1wt aR 01TMPRP I6RVNORY gay NNE N�IMI�7 5E' bNY EOUi W41� fF7�N�6 � s@o PEA Vma WWC@°StoNS ARE?ar�( MA�p p9zEB,as NaT�D AIGl3 1Tkl15d� 'INII{(EW COATS OF METAL PAINT. S E L kill' 1/5 MA 7WAM5 4 2" SQUARE OPERATING BUT 1119 arA. M aN97N A4 N"ae4 tlA"8" MIND 'E1XICiCNE55 'd'=wr D@P1PeAT 3U J6' MIN. WIDTH WHITE ar m AA"63€CFPaRR€�P.33ti�i NITS 4 PUBLIC IVORIES VALVE BOX, MARKER 8OPERATING M. PLAN — 990.1 DEP3RTM1fEST NUT EXTENSION plaecu 2010 CITY OF RENTON Planning/Building/Public 'ilding/Public Works Dept. I— 'W V / I— n11J L�L _J U , V I W-411605 0�_ IN COMPLIANCE WITH CITY OF RENTON STANDARDS Lil LL DEVELOPMENT ENGINEERING 00 Q jchavez OS/28/2020 � WATER UTILITY � p M.Mitchell 09/04/2020 Q CITC RENTON ""io2o.m.o]58 LLJ 1300 BRONSON WAY N ^°°'°¢' _ RENTON, WA 98057 �B�~c»°: (> WATER DETAILS — 2 CB-5.2� mar: iT �- U co I p ? PROPERTY N . LINE, TYP Lu z W 1 ~ I MAX SLOPE=7.5% (n MEET AND MATCH r EXISTING SIDEWALK LLJ AT NEAREST JOINT TC 40.70 TC ry LANDING MAX G40.70 I G40.394 Q SLOPE =1.5% TC 40.62 TC 40.68 G 40.62 G 40.18 I TC 40.66 TC 40.70 Q TO 40.66 5.6' G40.16 G40.20- G 40.16 EXISTING UTILITY POLE Q TC 40.70 '? TO REMAIN (PSE) Lij_ _,_ G4070_. TC 40.62 MAX SLOPE =7.5% G40.12 G40.22- 0 ° - a ,;, CIL PED RAMP #513 STA 31+27.29, 17.35' RT a ° 7.6 (^ IN 2ND ST) U ° CIL PED RAMP #6A G 40.23 6A STA 20+77.65, 22.35'ILT TC 40.49 (GARDEN AVE N) I R= 18.66'(MATCH ISTING) MEET AND MATCH G 39.99 G 40.07 EXISTING SIDEWALK ADJUST EXISTING W AT NEAREST JOINT METER BOX TO GRADE EXISTING HYDRANT _._._._._._._ TO REMAIN CIL PED RAMP #5A STA 20+77.06, 21.67' RT (GARDEN AVE N) TC 40 64 PROPERTY LINE, TYP -\ MAX SLOPE = 7.5% \, ° O \ LANDING = ° PROPERTY LINE, TYP n O \ MAX SLOPE 1.5% � p P \ EXISTING INLET TO REMAIN, a 2.50\ G42.50 ADJUST TO GRADE '\ G41.90 AV MAX ° SLOPE-7.5% T0 - ° TO G4186 G404204 .70 5 G LOW PT (INLET) LANDING MAX SLOPE =1.5% SEE SHEETS CB-2.01 THROUGH \ °' G=41.80 j CB-2.51 FOR SIDEWALK )PR 09.g, G41.90.50 \IMPROVEMENTS OUTSIDE OF 40.80 CURB RETURNS, TYP P POSED 42.50 T CIL PED RAMP#1A r� G 40.67 GRADE BREAK LINE, TYP STA 25+03.40, 38.36' RT \ (GARDEN AVE N) o a a 4 ®� °23°(°°(°. ° ° 41.91 a ° o . G4252 __ e _ HIGH POINTA- e 40.72 TC 42.55 41.83 7 G 42.05 � I TO 40.78 G 40.28 TC 42.53 G 40.72 G 42.03 o- GARDEN AVE N 22+00 25+00 GARDEN AVE N TC 40.62 G40.14 MEET AND MATCH EXISTING TC 40.63 SIDEWALK AT NEAREST JOINT(C 40 72 G 40.12 G 40.13 TC 40.67 TC 40.65 REMOVE EXISTING RAMP IN G 40.30 - TC40.66 P5' G40.17 G40.15 ENTIRE G 40.16 TC 40.79 TC 40.65 8.6 G 0.79 G 40.65 MEET AND MATCH " ADJUST EXISTING W METER BOX d EXISTING SIDEWALK 6'5 4' 9' TO GRADE, REPLACE COVER WITH MAX SLOPE = 7.5% ,+ AT NEAREST JOINT ,. T..r ., NON-SKID COVER TC 40.70 v G 40.70 MAX SLOPE = 7.6% J TC 40.72 G 40.22 - LANDING MAX SLOPE =1.5% n MEET AND MATCH TC 40.75 ° EXISTING SIDEWALK G40.75 AT NEAREST JOINT TC 40.72 TO 40.85 LANDING MAX G4035� G 40.85 SLOPE =1.5% TC 40.69� TC 40.72 G 40.32 G 40.22 MAX SLOPE =7.5% TO 40.61 G 40.61 1 MAX SLOPE =7.5% 1 PROPERTY LINE, TYP 1. RAMPS #3A, #4A, #6A SHALL BE TYPE PARALLEL'A' CURB RAMPS PER DETAIL ON SHEET CB-7.21. 2. RAMP #5A SHALL BE TYPE SINGLE DIRECTION'B' PER DETAIL ON SHEET CB-7.22. 3. RAMP #5B SHALL BE TYPE PERPENDICULAR W CURB RAMP PER DETAIL ON SHEET CB-7.21. 1'=10 P.O. Box Seattle, WAA 98 98108 patrick@hl.engineenng HLENGINEERING (858)581-0754 a`RAN. •$ Fcrs-rsaW� /GNAL6 TC 40.87 G 40.37 CIL PED RAMP # 3A MEET AND MATCH STA 21+81.64, 35.75' RT EXISTING SIDEWALK (GARDEN AVE N) R = 20' AT NEAREST JOINT, �7- TC 40.92 REMOVE EXISTING TC 40.71 G40.42 RAMP IN ENTIRETY G 40.29 R = 20' G 40.30 \N& TC 40.90 -� G 40.28 G 40.90 CIL PED RAMP#4A .._.. _.. _.._ STA 21+50.33, 37.75' RT G 40.89 6' (GARDEN AVE N) MAX SLOPE = 7.5% G 40.23 G 40.27> �v TC 40.86 a, G 40.36 R=20' LANDING MAX SLOPE = 1.5% ° M TC 40.58 TC 40.83 G 40.16 G 40.33 TC 40.56 G 40.12 TC 40.84 MAX SLOPE = 7.5% G 40.84 ° I!h MEET AND MATCH `PROPERTY EXISTING SIDEWALK I LINE, TYP AT NEAREST JOINT i I CB-2.21, SEE SHEETS CB-2.01 THROUGH CB-2.51 FOR SIDEWALK IMPROVEMENTS OUTSIDE OF CURB RETURNS, TYPE PROPERTY LINE, TYP NOTES: 1. RAMPS #1A AND #2A SHALL BE TYPE PARALLEL'A' CURB RAMPS PER DETAIL ON SHEET CB-7.21. TC 42.69 TC 42.64 G42.19� G42.13- LANDING 9.5' MAX SLOPE =1.5% MEET AND MATCH MAX SLOPE =7.5% EXISTING SIDEWALK AT NEARESTJ01 y, TC 42.76 G 42.76 TC 42.91 G 42.23 CIL PED RAMP #2A STA 25+63.30, 22.25' RT (GARDEN AVE N) TC 42.57 G 42.11 10.5' TC 42.65 G 42.15 000 r� EXISTING SIGN 00 TO REMAIN EXISTING 35' CURB 0� RADIUS TO REMAIN TC 43.07 + TO 8 G 42.23 G 42.88 MEET AND MATCH TC 42.96 EXISTING SIDEWALK AT G 42.96 % NEARESTJOINT MAX SLOPE = 7.5% IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMEW ENGINEERING O jchavez O8/28/2020 °NE°�AS-NOTED °°' "" CITY OF CITC HEADQUARTERS FAH --- RENTON 1300 BRONSON WAY N, RENTON WA 98057; 6WR DATUM CURB RETURN PEDESTRIAN RAMP Plonning/Building/Public Works Dept. ETAILS CE N0. REVISION BY DATE APPR ^°^^^^^ °""'IX41°'N"' fOJifl 18u58 Y co MEET AND MATCH EXISTING INLET I r I EXISTING SIDEWALK TO REMAIN I TO MATCH EXISTING GRADE MAX SLOPE=7.5% ,1 MEET AND MATCH SIDEWALK REPLACEMENT a - EXISTING SIDEWALK .1 7 AT NEAREST JOINT I EXISTING SIGN AT NEAREST JOINT ° MAX SLOPE=7.5% I TO REMAIN1 I 0 TC40.65 TC40.60 ° LANDING MAX 1 LI I G 40.65 G 40.18 TC40.32 ° I G 40.42 H EXISTING INLET G40.32 SLOPE =1.5% LANDING MAX '1 LANDING MAX (340.68 TO REMAIN a PROPERTY LINE, TYP G 43.00 G 42.96 SLOPE =1.5% SLOPE =1.5% PROPERTY LINE, TYP1 G 40.70 TC40.64 TC40.27 o U) 4.7' 040.22 G39.85 -- -- -------------- a ry TC40.62 - CIL PED RAMP#8B °°.3 -- g;g' TC40.34 MEET AND MATCH _ 1 W MEET AND MATCH G 40.62 G 40.62 ' -v ° STA 34+08.32,15.71' LT G 40.34 EXISTING SIDEWALK 4' 4' (N 2ND ST) 4' MEET AND MATCH AT NEAREST JOINT 1, < EXISTING SIDEWALK _ AT NEAREST JOINT TC40.72 MAX SLOPE = 7.5k TC40.29 EXISTING SIDEWALK ° G 42.92 4= "= EXISTING HAND G 40.70 G 40.30 1 Q G39.87 TC40.35 AT NEAREST JOINT G 42.90 TC 42.97 HOLE TO REMAIN ° 6 � MAX SLOPE=7.5/° y. R=B, 1JG40.35 TC 43.00� G42.55 1 0 TC40.34 G 42.58 G 42.52 65 R =14.3' 1 r-) TC40.59 CIL PED RAMP #9A Q G 40.17 TC40.63 STA 34+07.97, 15.51' LT R = 9' G 39.92 5 LLJ CIL PED RAMP #8A G 40.21 (N 2ND ST CIL PED RAMP #9B CIL PED RAMP #11A ---- G 42.50 EXISTING INLET CIL PED RAMP #12A I = STA 40+75.16,18.08' LT TC40.32 STA 41+26.48,17.95' LT ^ STA (MEADOW AVE18.2T LT TO REMAIN STA 44 W AVE14.49' RT (MEADOW AVE N) G 39.90 (MEADOW AVE N) MEADOW AVE I (MEADOW AVN) MEADOW A V E N (MEADOW AVN) 44+00 CIL PED RAMP#10A n11.3' LOW PT (INLET) CIL PED RAMP #76 1 STA 40+73.63, 17.81' RT (MEADOW AVE N) STA41+26.33,15.68'RT INLET R=35' 'ly.S, G=42.48 (MEADOW AVE N) G=40.48 I,1 1 SIDEWALK REPLACEMENT G 40.08 (340.47 G 40.48 TC 40.99 , G 42.49 TO MATCH EXISTING GRADE TC40.57 G 4012 R =15' - G 42.51 1 z 1 �/ TC4 6- o G 40.07 ?S. R = 9' o G 40.4 G 42.53 O 5 (' ° °° TG40.66 1 - G 405 4' io °° o o G 43.14 m G 40.52 °40° G 40.16 t 4' G 40.90 °4' `" R = 35' .1 7 1 G40.18 G40.42 a ° ° G 40.55 ° ° - G 40.96 ° ° G 43.10 ° ( 6 ° CIL PED RAMP#7A °.... ° v - 4 - c. 11 I -..-..-..-..-..-._..-.. ° STA 33+53.15,15.12'LT ° ..-.. .. ..-.. ..- .. .. ..-. ..-. .. -.. ..- - .-.. G43.08 1 G 40.60 IN 2ND ST) ELEC HAND HOLE LA AX SLO =1 G o 1 PER SHEET CA-2.31 LANDING MAX Z a SLOPE =1.5% G 40.65 I G 40.60 040.21 SL P =MAOL X TC40.72 0 1 MEET AND MATCH G 40.58 G 40.22 G 40.40 40. AT NEAREST GSTJOINTK I 1 1 • CIL PED RAMP #10B TC 40.89 AT NEAREST JOINT I v STA 33+52.99, 15.18' RT G 40.39 IN2NDST) o I (n I ' II i SEE SHEETS CB-2.01 THROUGH g 1, II CB-2.51 FOR SIDEWALK o I 0 I IMPROVEMENTS OUTSIDE OF 1• i z CURB RETURNS, TYP i N ;: i SEE SHEETS CB-2.01 THROUGH a CB-2.51 FOR SIDEWALK PROPOSED IMPROVEMENTS OUTSIDE OF 1 PROPERTY LINE, TYP _ CURB RETURNS, TYPFS U U f DETAIL - PEDESTRIAN RAMPS 7A 7B 8A 8B 9A 9B 10A & 10B DETAIL - PEDESTRIAN RAMPS #11A & 12A r2%� I`le' CB-2.31, CB-2.41 CB-6.11 r`Is' 012-2.01 CB-6.11 E NOTES: NOTES: 1. RAMPS #7A, #713, #10A, AND #10B SHALL BE TYPE 1. RAMPS #11A AND#12A SHALL BE TYPE PERPENDICULARW PERPENDICULAR'A' CURB RAMPS PER DETAIL ON - SHEET CB-7.21. CURB RAMPS PER DETAIL ON SHEET CB-7.21. w` �t 2. RAMPS #8A, #813, #9A, AND #913 SHALL BE TYPE SINGLE DIRECTION W CURB RAMPS PER DETAIL ON SHEET CB-7.22. R-411618 v IN COMPLIANCE WITH CITY OF RENTON STANDARDS L DEVELOPMENT ENGINEERING O 10 5 0 10 20 jchavez OS/28/2020 scale 1" =10' feet K �yX RAN. ,P w a;.,9°, --_ CITC HEADQUARTERS io2alon ¢ P.O. Box81211 0 , yd SAS -NOTED CITY OF Seattle, WA98108 °.E°`A" RENTON 1300 BRONSON WAY N, RENTON WA 98057; ' Patrick@hl.engineenng �o <^,a�,�awR DATUM CURB RETURN PEDESTRIAN RAMPDWW (858)581-0754 '�� Plonning/Building/Public Works Dept. f CB-6.11 H L E N G I N E E R I N G °"AL B No REVISION av DATE APPR �NMY DETAILS 19"'58 Y co 6' CEMENT uDRxMwETE FncEDE coos r 5 LANDI - , "c US 1 FILM TOO : - T , I MITI COUPLE XLED NONE E. �rE""" µ o a r T MET- i If � . E TR 12. r I I M:<o^a:•� Ux }IIIII �B Are � �I r�XUM LOATH �1^1II r w""Pv WERREMOUDED FILLER EDE ,Nv a�«r rrs 1 tNR na+mlEmlro YdBlaraol. f:N 41 I W a`a] OME 41Suceu.e Nrllil nu m SWE.—ion �Pnuu w _DOW CEMENT CONCRETE PEDESTRIAN CURB wTx RnsE I^'. MYTH, A IOANALK YEN Al C W HIMIUlOLAro 11 E el",�c?NMI�d. "pum aWm YLa. 4. anIPC•J. M[&u-w .•Y}M• 4rXONpn niYe=, m VlfleenWPAx rTM•:. lawlaralae e9xyRME^• N Id "rPk'tiea kR xe xEyE n�'M L� ATSDEwALKwwPEANDCommas I I N _ 1. ( B I i ON mwu•rnmraeurs:«v A •TMR aprpHNi,{,yMxl�y INpyAtlPv ' FncEcemm�csxTDuas IN MAOLO AX RIBiL OM - CEMENTURBAN CUTETE U TRAFFIC CURB AND CUTTER SO E BE a n r essncpRBDET L NssIF _ awuDounm _ J A AD CE"TTO CURD MIN IN`vfiR CHI IILij FACE OF ADJACENT Cwe IOPOD IWO DADwAv PLOP fEW -nr1 Dnum `P�- 1ULL AT COHERENT` , (IEYme iEAie rcaoR wrw� NM II-` �� Up 11 0 wincpxTTFlwcursRs CLE I. N Q— I19 IlxPAN ? M' THOW CUT — ORTevAx - y. - ' B m "eYEiIIr K" raxrwcrrv�u I ,�ruroRwu En THAI _ i `� IA` X, DEPRESSED RESSEDCURB SECTION .«.ww -.'.�- EM LDRIXEwm F ESRPGn Hai CR BGMMnLp. DavEwnvs EE_ ,,. a. v. .. 1 XEROX iIDV fBANDRA ,aaffTNr II L ADJACENT WALL�""�°rF& Q - Qt wATS DEPRESSED CURB SECTION DEWNKRAMPs SEA r 1/!R. ` fl' DEAVALK ADVENT Tc""NTTO WELL DETAIL •FED __ _YE _ s«ix ¢eno F,nry ar ! FACEOFADIACE _ WINE P FD+IIWHnvI R YOIN�WnsonN�® >�I COURETTE D R 111 D �� aaBTRP �# .D,xpN.TTFlB c� PREHIMULDED� �R E FVLL-0LTTH - E VA EXPANSION DINT J r �. GENERAL ROWS: y --"' ' _ NCrts � ��_ � M,o.. CEMENT CONCRETE 1. TIRIDNRgrNhdWMDIYDhtlIXNNBnI1Ml m.uo-n uRmwul NN6XM D.wnerm .' ©� TRAFFIC CURB NEle - fi a16 , fGNaIl x'�,A 9 DEPRESSED CURB DETAIL 2. iMApeMY^IBIMWtlN RX Yj �I 'ram "¢y \ tlWIOUGxc MMERLNFlRXEwArs riuiuL'4vi: EN�RNy1 nLGdwALMtlI T��'v ygr . m xRN""Mie N -1 cpxTncraxn 4` J FlMEDF INNE �. l 1 AM *w° R "�XK, _/' ! I. 1 ES Esa SEND PIANIW.2. wXEXPANSIONJOINT waeMn unl' ?I". k Eli 1 'll � some � TIC MEW T -.D.D. Paves zu pY wW 5. ayressee xb DmK Prcnv Lu .FEDSUNeN PanlBe.3 � nmrvms rs. STO PU seppl'uGle. °1X 31'p. PLW 1021 � hi ((BCIC6.KPHKS I^ UTILITY PLACEMENT IN ORPA�TFlYIGNY CEMENT CONCRETE SIDEWALK � �'p � PULL( WORKS' O CEMENT CONCRETE CURBS STD. PEON - 101 �® PUBLIC' WORKS CEMENT CONCRETE SED PIAN - 102 CEMENT CURB 8N. PLIN - 101.l 'y rRo o. I PI' '), Ic OCPAIt IM116N l' NTS , � a PUBLIC WORI(8 CONCRETE INSTALLATION AT NTS "1� DEPARTMENT SIDEWALK NTS L:_. ° - NITS DBPARf n CATCH BASINS m mi) ,. U ,w.RMT D COR STD PLAN 101 COR STD PLAN 101.1 2 COR STD PLAN 102 COR STD PLAN 1021 4 CS LIFE IN ED sa:, :: MEN �Xl.r I. — O ECIAL OTE 11 VARIES l5' MIN. 1 U IN ME qy PAluys EMAD FRASTREET LONE LINEWMIN 1 HE EDWIN I f'ry+ MPIMING SAWLUi IFTFR BACKFLL p BE ME"PEAT[CsxALL sE p Rr INCLUDIC ANY ENDING PATCH WITH 1 ED ED FEET HE QUIRES DUE ME MASE BE ME yON CRACKINGCEMERY OEPM OF EXISTING PAMNEXT °I NEW BUD }1 f1 O SET m � EDGE OF ME vrvw PAm ! f a` / p¢P xwr M n rmxp A m CL a w TO P REAL a MFl FEE . 1� nn a PAuoIENT 1 I / L NI OF MAE Y Fr I STREET NAM CVE yY"xEWFED .�Lyy�� / EC ' '' 2' - B NIA = OF PAKMENL ®BE (SEE NOTE 2) I' 1' I / f RAMC F1pW ' ' i IY CURBS WTIER. OR OR MIH. DATER OF LONE YARNING T} 3 xyA [ 2• XMA (SEE xOIE 2) fi' CRUSHED SURFACING TOP COURSE 0 c4AN ExET ((d)) CTC) (9-OSSPER WSDOT STANDARD HIS x m e {I ii INSAWWT AND RFMOYE NECIFCITONS, COMPACTED TO 95; MOO FIm PRWIDR e J -. ... OR PLANE SEAL PoW AR-1mOW /11 Uyl U CSTC, BANK RUN GRAVEL FOR TRENCH BAg51LL (9 W.I9). GRAVEL BORROW (9-031PER 1 H MSWT STANDARD SPECRIWTCNS OR N�TK / ED WE MI Y r m OF MATERIAL IF ADDRESSED IN WMTING BY ENGINEER BASED ON CEOIECH REPORT, COMPACTED TO WIND OF PROPER AS REWIRED BY SST OF rl 1 Q R'I rt Nx AN UaT AND NMI a= MWIFIED PROCTOR. PROPOSED IMPROVEMENT (SEE MOT STANDARD $PEgFlCATCH 2-09A) LZV$ AN IPE ZONE BEDDING MAMMAL AND COMPACTION AS ALLOWANCE FOR ANY SHORING SNORING. IF / I 1 / 1 REWIRED BY TIE WSODT STANDARD $PEQFICATd5 I vuuES e5 Xx NEEDED, SHALL MEET THE REOUIRNNn OF I IFOR THE TYPE MSTOi STANDARD SPEtlRCATCN ]-OB.J(1)B • FOR WATER PIK. PER SIR ZZOO I• / I 1 ESTDv PC usnm FAwaxr CORM F-� ' FOUR PER SEE) PLAN R05 Y I �II�,,E.—�E I� �I VIl A r RATION MDTM ' FOR JOINT UTLtt FRENCH. MIND All 0% / 1 •' W 1 PASSING A N SIEVE AND LESS DRAWN 5%PASSING -"EDGE GF m9nXG ROBINSON A /2W SIEVE / EST r DOE� tn' Yµ 1 NIB MYpf T— NOlE4 � � I -EWE a IRPVELEp UNE (m6 9MPE) - SEN MTX Y w W WA (ME XDrt x) I. MEN EXISTING PAYENENi IN q LANE REWIIdIG A FULL MDTH REPLACEMENT IS BROKEN OR DETEMpRAIm • /I W (EAa 5Et7 'I i0 A PAVEMENT DEDUCTION INDEX RATING 6 70 M U55, THE ELSTH4 PAXEIIENi IN FLAT LANE, ADD ' 2 AM41M MOUSE (CSKI '. FOR IHpi DISTANCE 50 C1A551Flm. SHALL BE REMOVED ADD REPIACm NIX HLIA MATCXIHG ME DEPTH x- xyA WGO 04I AQEGRRRxMDXED q'3 ) R"�.F r grµ°µp USED IN ME Ex SnNG STREET OR THE CEP1X PER Qtt STANDARD. MHICHEVER IS GREATER / j ,r vnRE3. as Nx. ($O sm PLAN 110 .Q cl BAOiEL I 2. PRINCIPAL/ MINOR/CCILECTOR, LATERAL, k INOUSTRIM AO£SS STREETS - MAMMAL AND TIICN"E55 N1FF R MY MM� OAK UK ED ED IEAd yff � SHALL BE XMA 0. 1' PO 9>22 ADD MATM EXISTING THICKNESS AMC IN x0 CASE LESS WAN 4'. PRONW NEW C"Ax A DLEWey EYE K RUM BANK RUN XLETSWT S� BRAWL 1e RE40EXTAL ACCESS SIRF£DS - HMA CL PG fi0_- 1' 22 THE THICKNESS 4H BE THAT OF THE EXISTING 1 \ 4AMID Rmt S�fPµr))TM^LL PAI£MENT SELDOM AMC IN NO CASE LESS THAN i . / P RWCPoSEp vF FULL RANCE DEPTH SAXpIi FDA B BB¢O EDT" CLMF1Clm TO 95K Ra.'HLn. 1 M2N THE'SAWCVT AFTER BACKIII ENCROACHES HIM AN ADJACENT LANE, LURE Y CUTTER OR 1 0 mmTn QY m[ ns xEwxxD By' pF PNFpBED fxT Is¢ NSFAT AT.w°PRB SFECiI 3 09A) PLUSS LANE sRM BE , OR T AND oKRLAD IMPEALL HMP FULL OR RE THE CURB 1 LATTER S WE E REMOVED WTIER SHALL BE PEMOKD AND REPLACED. pt THE SHOULDER SHALL BE PLANED OR RENOYED AND OVERLAID WITH HMA 1 1 N 1W xI OF FIN4 OVEFLPv �RMEMp uH AND PAW R-411619 v Al TM PRXW SXR O�RMrz 9 F "E B M STREET OVERLAY BROOKSS C AAN�xMMOST �IXCn OENG MATER AI ME S74O sTua.wD P'A" 11°'r' Au L A NE mtEaFIGTn ]-myIIB a E SITEwAK AND/DR cuRBs, STEED WE SlcewAix qxD/GR GWB sHAu LSE DOERFxAao R aD FROM E PAN FRW ExPAxsdry JExr TO ExvonslOu AxE N CLUN 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PrvO x°rz5 Ys sinxpmD PLAN FOR NOME,, SEE STANDARD PLAN 110.1 5. IF TRENCHING THROUGH EXISTING Dn1EWAY OR 9DMI RAMP, THE DNVEWAY OR SIDEWALK ROVE SHALL BE REPLACED TO MEET IDA SiNIDM05DOE. FEW TmGL EEtnan TO AMPUBLICTYMCAL .I DEVELOPMENT ENGINEERING jchavez08/28/2020 SURFACE WATER UTILITY O farah08/28/2020 TRANRVBRR PA TCN !OR RLlIDBLSPAR/YEWTORR101D ]IRWIN -CD PUBLIC O FO lI.QIR eNroRN DID. PIeN - DD.l PtfBUCWORKS ' REQUIR®RRWCIR,SIUNDAND U08 8N. prep _iR P�FD PP l'GD PPR ED. L3 RT�� YARAMBNT WITH OYERYY H NTS DEPAHMEMf MGM KAVRN PITHD Y I NITS ORPAICI'YENT ODlIBAW 1'OII LONSRIpINI1L TIIlNCIO ICI_ - NTS a R.IL E ' R..M. COR STD PLAN 110 6 7 COR STD PLAN 110.1 COR STD PLAN 110.2 LET GO g y�5 �X WBAfgN SAS wrz ED a�Po� P.O.Boz81211 ti� -NOTED aMaw D°.Arxxl ___ CITY OF CITC HEADQUARTERS 1300 BRONSON WAY N, RENTON WA 98057°"°" i02a1a11 GxEppA" Seattle, WA 98108 R E N T� N MARC " patrickI&I.engineenng 'pD a Fc2s]EWwo ese sal-oTsa BWR I DATUM PlEnnin Buildin g� g� PMDrG wgFkS Dept. P DWW /Wp NE EDMo. AT X.HL UE _ H /DNALB L E N G N E E R N G BGILA«NMINMY CITY STANDARD DETAILS l.U-7.0� NO REVISION BY DATE Al wPmm RT. 20 OFF 58 T E. � U) LL LLJ ry a C� Q Ld U 4 ON N a o AT (SfE NOTE (SEE NOR 2) Y' PEM)1 VjRE}-yINWNILR)UIREi Y MYNI 1 (4j1ACP Cloae BJ JjS (WE MORE 1). ovm IF ORDERED ROCK mmomD& STREET MORMUM 1 IW HNA (BE ACR CIVP B) } (BEE NOTE 1). OVER B' (SEEMED ROM NEW CUM a RRNA F y MDRi 1. MUST MATCH DUMPING THICKNESS F GREATER. 2 SAMCYT BULL BE P061TIDNEG V - OF ME ♦OM OF DAMAGED PAN MT. 3. ME INTENT OF THIS DESIGN IS TO DESCRIBE PAVFNONT PL W NT AT FIRE WTTER FACE SEE STANDARD INEW FGi CEMENT CONCREIE MM& CURB AND OUTTEN, is PDBUR: WORDSARfYENNTT I REPLACEMENT DETAIL\ COR STD PLAN 103 .-- �� =i6EMElPGNIEW,' -pE�«mEyi-E I ecwYevaL�� f� A IOU OF D culdc (SABA PAY YOU A' UJAi I iIte AIDE COMMERCIAL euwFER) i 0116^, Rid CEUPHCENJORTE All w.e> Fo� NTS 1 OR AFTHOJTPOEMAJER BUICS ISOMETRIC WEweUFFER 04 s{EBm_E€'i sTArvW`RD>y'1sEE oT1ol sdwx FuuOTE6 see STD PLAN, ETD. PL1N - f06.R PUa416LN0RlU CEMENT CONCRETE DRIVEWAY ppROA EU bEP�RTMEVTI ENTRANCES NTS VARIOUS ISOMETRIC VIEWS' c- COR STD PLAN 104 ",..,. .5 " �s} a MAN. MI 4�j� O4 NAH-WOAI. [i,JI P.O. Box 81211 YR 0 I 1 Seattle, WA 98108 ',l5 patric 1.engineenng 'p 48wT (858)581-0754 REDIEW HLENGINEERING ripm_�-_ L ��V MESTAFAM ...o...m A. ...w.......m... _ MICRON, O n, a .. - ,ii�.mm WAY, Ad"A .�v AWASTE PUBLIC WORM CEMENT CONCRETE DRIVEWAY MD PIAN - IM DEPARTMENT ENTRANCE - TYPES CS, C2, PPRO D. C3, and 4MA% 2 NTS COR STD PLAN 104�RWDAA..YWINA.wmINAd „..., 2 DOUBLE YELLOW CENTER LINES APPROACH LINES 11116i ••'�-•' • • 1108111 EI S I III ' o 4 YELLOW TYPE 1 �},\\\ LINE MARKERS m `4" WHITE TYPE I �eI1111 LINE MARKERS xa 4' YELLOW TYPE 2tl, `4" WHITE TYPE 2e LINE LINE MARKERS (REFL•) MARKERS (REFL) SINGLE YEL}LO}W, CENTER LINES s SKIP APPROACH LINES 4" MILES TYPE 1 4' WHITE TYPE 2e LINE MARKERS LINE MARKERS(REFL.) }SKIP 15 4" YELLOW TYPE 1 4' YELLOW TYPE 2tl LINE. MARKERS LINE MARKERS (REFL) TWO-WAY LEFT TURN LANES LANE LINES 4. �u4 —I �z (TEFL) YELLOW LINE MARKERS 4' YELLOW TYPE 1 LINE MARKERS Is YPE So WRITETYPE LINE MARKERS LINE MARKERS (RFFIJ 2..........sees 2-WAY LEFT TURN ARROW SPACING SPEED LIMIT 25 MPH ----- 200- OC. 1 j SPEED LIMN 30-35 MPH -- 250' o.C. SPEED LIMIT 40-45 MPN -- }op' o:C. LEFT AND RIGHT TURN ARROW SPACING APPROACH ARROW LOCATIONS .�OR� 20-50' 1 ARROW (20' BACK FROM CROSSWALK OR STOP BAR) 50-125' 2 ARROWS (20' BACK & END OF APPROACH LINE) 125-300 3 ARROWS (20' BACK, MIDWAY & END OF LINE) OVER 300' ARROWS AT 100'INTERVALS RAISED PAVEMENT MARKER (RPM) TYPES RPM TYPE 2 RAISED FACE COLORS RPM SIZES RPM COLOR RPM WIDiH7DIAMETER HEIGHT 2R WHITE AND REDxOJ" -_TYPE TYPE 2b SEE COR STEP WATER PLANS TYPE 2 t4" kO.T' TYPE 2c YELLOW AND RED NOTE: RPM MATERIAL SPECIFICATIONS TYPE 2tl YELLOW AND YELLOW SHALL BE PER MASCOT STANDARD SPECIFICATIONS SECTION 9-21 RAISED PAVEMENT MARKERS (RPM) TYPE 2e WHITE - ONE SIDE ONLY TYPE 2! YELLOW - ONE SIDE ONLY `-� PUBLIC WORKS CHANNELIZATION MARKERS DETAIL 8RD _ E00 e Zimmerman +lC DEPARTMENT FATE COR STD PLAN 109 6 No REVISION NTS 6 RE o CURIADJdAtIeFURTIF Si proi -3 , TA CHAFFER 6 SURE AND DITTY Odd, v ; M - iadd aJ 'Lr�^>'• ROE [AN�i TY,a9fal tcOMu xcu wnx auFF[al NOTES N!i tlaPl .w.nmlan,NET aireT�mBOY vnmea wavureiv,n (eee�b.OYiln to. [e aq¢rsYnjynv yyWrMNe mM.m ru wiau. eneN b'e,a,s nrm W9.w,nvM YV ` . ...Y1e 4 I eN^evwaeq awrvnoue Yr-ebiNb ee.mu. w IF+IeMwu,mnex•11•. Me4newn to Wk,A![ •yFme [o ,W]Fq RA.vj rue YWmurMeUx c rvbr0�? F on wyvmwe«orvlvew..r s.u+o s (6s rgTEtUymevwnonpnn bee p OSt Y1Y Yj 519serduYPhwMeveb,v R9)11, R ] r.¢orw,ruat Rv323awR.Y.aa.ncmaem.ro,.m,oe0,e40� RlaY`KMiy RNomba.11 YX IREOWAGI. ' R ful,tlmibq' yp CNAI rlrveymry Ee eppwJon yyq<eee >x - �unaRelurn 0. 6THEE' WADS I[.Jelvnsl rm qum s.aa..aorusTnsersrwowa• 0S DEPRESSED CURB DETAIL RNS-.mr.ntnumep,¢Nelxmq aiv-.IRmW diiMIE1�6.L amix'nTs,moa,sys m ksulwm. D,lugvay Euemda'. TYPE CiB CHARTER l[xawEm DEVEtwYExTST.wOMRs u aFcuwnoxfi�NAnnx6, muRixs Axb RxrrTwA• �'r'""'0 eneaw. CEMENT CONCRETE DRIVEWAY ENTMNCEB - NOTES AND DETAILS l COR STD PLAN 104.2 NTS 2TT MEADOW AVE N STA 42+76.00, 17.00' RT (MEADOW AVE N) VARIABLE WIDTH GUTTER PAN TC 41.90 G 41.40 LIMIT OF CONTINUOUS GUTTER PAN DRAINAGE STRUCTURE FACE OF 6"CEMENT CONCRETE TRAFFIC FILLET CURB AND GUTTER�G41 A2 P TC 41.88 TIC41.92 G 41.38 �Ev I FARE ARE NXII i 2' EO EO 2' 2.83' I STREET TREE j r I CURB POP —OUT DETAIL MADE As-NOTED "°^°°^�"�"' CITY OF RENTON III DATUM scuc.evmx v Plonning/Building/Public Works Dept. Ell r rvmes ax ITS PuxHIP .x PUBLIC wORFs CEMENT CONCRETE DRIVEWAY UEPANTMF'sT ENTRANCE -TYPES GIB, C21139 f1I 'I�F NTS C30, and G-MAXB (WITX BUFFER) COR STD PLAN 10 4. 4 `.,.w".T..,....,..WAW IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O jchavez OS/28/2020 CITC HEADQUARTERS ARE io2o1o11 300 BRONSON WAY N, RENTON WA 98057 Pw CITY STANDARD DETAILS CB-7.11 PtaT 21 °` 58 Y T- B'-P MN.- f-P areas SEELIXIr TPWJB 8EECONTMCTPWI8 .Lff IXPONBIDN EGEBIMAX WRB- 31T (IN)IXPM'$ICN JOINT RYRj - SEE JCINr(]rP.)-pGo 1401E8 p 1. At market«GBmW8 VW mnIonM nmB lending and the Petta]wPN RE r083r.'eY most H Imleinm v'Min Bq wMM Of Me Cmssvel4 mahirga DD A WMB PKIOINa'-PMINuWIWMWTCH A CURB RAMP W10M-8EE CONIRAC!PLpNs Urvm p9 NOTES CURBRAMPWIDTIO'-PMIN. 1. At marked RO AM, mB mn11 on iBM'eBn me cut!stop eM me mad WOTMHG COTCNO OL TURB�R �P _ M Ce Ponbirep wiMln NB sN6N W IIIB crwawalk m9rkin WeY mY 9f T eTAMOAROP1AN Fb.1° pTANWMPLMIFip.1p SEE XOIEO 1�%N% 2_ Wnere"GRTDE BRFAN'iB C811Q00Y(NQ e^file Ben Of t11Q dtlQ � Br I GRADE BREAK I 3. YNpID "GRADE BREAM' IB GIIDO OUS MB O^Ere b^91M1 Of the pratlQ IX08k 1 4BMX0 IMAGE belw¢M M¢ tw0 eSBceM Surhce planes shall b¢ fluSM1. UNMXO LVPB BUMP OWE BREAK BEECd111UCT FlAHB- OWE eREPn p¢Mp¢n the Mro BceM SUrbce dll¢Y SII011 b¢ 11us11. � D Q MDEwyLE 3. USE rim places GMErGe, JYKiiO^BOxM, ACLC%%COVBB, OI OtMrappulfb SEECWTMCTPWI9• 0'-P MIN. CEMENT WHCRETE smEwaLK-sEEROTEs 3. Po nN Diem caM1nge, JYMiOn Boxes, Mron covers, Or LIIMr appulMn- CVRBAHOGUTTER nd^RB On dny LVIT OIt118 GUro Rdmp Or LdOtli09 O! iO IM1Q OQpRS3ei me '-PMIH. I BOLES 00 dny polt MBIB CYN Ramp Or 18MimDEvuLK OF Curo filk GUMer wM1are tM Lanbing wnnecls to roaAvay. mrnloEeMomx]RPNsiox Ramp wM1ere it mnnel]b m Me roetlwey. QYR. 4. $ea C011DeCt Plane mr Me Cub design speediAm See Standard Plan CEMENT CONCRETE TO SIDEYMLK'MOM SIDEWALK- SEE NO]E5 BYP.) SEE LIXOPACAl - S-PFip.iR WIN.SEE 0. $¢e CDnhEC[ her Wrb design 5p¢° ¢ S Man ml C^N, CYrb d^11 GUIIQI, DepleSSM CUN a0tl GU11Ql, d^d - NMIx. * E-4CONT- R Curb Gutter and* t, Cuts an PIANS` ♦ -o- ulx. F1D.13 mr Culb, CUN end Gutter, Depleaeetl Cut eM Gutter, aMLU OLM I RAMPMMAIOGUr1ER PQLIMI nCurb detai15. FW[/ .) y'p MMO PBtleaBlan Curb dM8118 CURB RrLLIP ` CEIECTpB1EMNaxIXG SURFACE- 5. BQe Blantlard Plan F-]0.18 mr Ld119lII COnclefe SidewLk CQGils. JOIN (ttP)-9FE S2'WAXNOX wMRAW STAW1Rp RAN Fi0.10 TOWRBPAMPDE➢IXY'-b"MIx.' Gyp) 5. Sale$bntl MPbn F-0O.1 O for Cenlad Cencreb$Idewalk O ils.BEE WHINEY PIANS G SURFACE- ♦'-P MIX.- 8EEflAMARp RAN FN.IO SB2 COObd4i Plana (Or W10N Bnd D8C9ment 0151dewBk. JOINT TASK.)-BEEFACE COnN8C1 P18n8 mr WltltM1eM pIBG&11Dnt Of BNewNk RAM MR NFJ 10 WECOMMLT S OF CURB FACE OF CURB DERIEBBED CURB AHD GUTTER 8. The Bid EQm'Cement COnor Cut Ramp Type"does notl^Nese O88EO CURB BUTTER 'L' r= Radiation anon t Cut, Cut and GYMF DBD113SMtl Curb BM GWBr, ertOSWwx CROBRviK PedeStrlen CUrb, Or Sidewalks. STAMMMRIX F.MIO GRADE l GE,V( TMNMPON TO SID V KBUFFER, IF qRF OREM PRESEXr, OR TO BACK OF CURB (IVP)- """' B. TMBIdiM 'C COnO Cu&Re T d098nNIndUdet ^IP uPa- '• M(BCBnt CUN. CUM and GNIer, pBPR88e0 Cut 81N GVtIBr, Petla3Md^ • * * * iMIR.IF:£:i SFECONIMCr P4N8 ,e CUN,a$Itlo-xelk5. O T. The Cut Ramp length is not requir ci m exwetl 15 %M (unless a elwiae Shown In the ContmM Plans) VRTen a the 1Smot mu. bn EM, PPw9 =_3iE'_ ? i-- _ _ CURB T. TM1e Cut Ramp Mngto iS ned required to exceed 15 feet (unless SM CEME pMBIW®B in Me COnheCl Plans). WTenapplying Me 1SIWlman M1, I LL w N - USE 2 %U'ML°%y% Me Slope of of M! PAMLLG A TYP! PAMLLLL M g S p Single lS allowed Of never slope from By rg R.3%.o McS14 of amp m Top Of Mmp m mMM iOlo me sitlin RAMYBY �E ABLTAAx WARNING URURF4�C AXOBUWr�A- CURB OR - ♦ 0 - DETESTABLE WNXIXR WRFME- µSEE NOTE ♦ .IMRI MCURB Me running Slope Of Me Cut Ramp Is allowed 1O exreetl B3%. lMe a E[e R�CURB- onAk M than bottom to Q-P4M over a h parres aIIOtI dab^Ce Oft. Whet DOnMI aEUN IYn radio In 8IX SbNOAROPWIFM.ID B FACE OF CURB wI slope of romp m top of ramp M"'Into pETECTANE' ING&A E- MB lend) IKKR«Ilel dabnce Of 15 met DO not mGude Me lending a Sp &HCOMPIGr BREAK M81 nua ctal d On a MB is C a When a is BW FACE OF WRB BEEDTARO FYX ig aDYMng 18lMInB In MB 1SkUt mB%. mBe6YRmeM l M S. le gth 0 $u iMo US aloe cin a tom. IDnMh iD measured W MD inside rsdNs along Mo DBCk MtnoFEW CURB ONNHNT[MS-SEE STTHAN9 PWIFa°.1 TER SLOPE ORMIE0.THAI-e-IN,DECE 6WN CJRnON J- "md WOkWey NFAWIiED PPMLLEI [ DEFRESSEO WIiBIlD OUrTER- TO CLPB(TN.) CROSSNWH BEE WM4 pE%VE88BUCVRp AIIp OVTIER B. Coro RBmpB BIM LBMinQ5 sM191 lQCBive9 dWmfiniah $BQ SbnWrtl<FML �l JONHMIK OWPfF COHIR9CTIOH AINTEWMLYSPACED<'-PRIN. CC. *5 MWUY B. GUt eM1eII IBCOIVDe MW1^finlen 5Be 8bndW WIC"X8ML8MInge SIHNMcea«M &L. ` ` R. Potlutran Cub mey be amflbtl iftM1e Srountl wrtaN et Me beG NMe _ 8. Pedn Cut in"be omNed if Me QMnd surface at the back ofAIM E STASNDRD PLAED CUM AN H01Ttp CUM Re CURB -BEE WMOmO anNer LentlirM wlY be Nlhe NmaaWadon ullls Cut O D OMx ON JdM)-AESTANp PLAXFm.1DND Curb Ramp andmr Lendiing will Ea at the Rome elevaben as Me Curb Remp Or tending eM MR Will net W mMBdel m !shn. xpTea Ramp GO Lending will Mmmeledalmrebin. RAN VIEW WRMRS NTMCTIO J�QUALLYY WnEDW Of HANV MIN PLAN VIEW a -PRAM 1B-P Mix P. G�Ie Q sEEIXXaWIIPIMIB SEE oE] BOOM IN OWER DIRECTOR TYPE PERPENDICULAR A TYPE PERPENDICULAR IS LEGEND LLJ IF M[Prel w-mm. 14-7 W%.[ITR) &ILEIWdH OR DE BRMK * 1.5% OR RATTER RECOMMENDED FEEL DE]EGTA9IEVMRNIWSURFnE- (N MMATH BUFFEm SEE STANDARD F ANFYIO SLOPE IN EITHER DIRECTION = lET BHCpBRACIR.VS BIX IgIE] GRADE BREAK DESIGMFORMMRK or, MAX) pMIX 16-O'1M1[(IYP.) GRADE BREAK ♦NIMCTPWIB OR FOR ISgPNFOThTTER RE 91LElg1EV! GMl1E BREAK IT *A %OR MnER i� AT WE RECOMMENDED FOR MMOW * ... - FORMYARK M.S%MPY.)-SEE HGTE] _ 9FE C0 BEF IgIE] WUNTER&ILFE- WE BTAXIUMOPLMMXWF•tl 10 * G0.LL•E MiFAK 6o%ANX (t%MNDD �IMFOF RK(e 3%MEWNA'DFGR 4GWE '.r** WRB RMP �-� ** TOP CF gO]DA'AT _CSIMFOR B6%OR MTIER RECOMMENDED FOR SAAAAAM.. _... ..... ._PECEsr0.1EE CURB- '- SEE NOTED NWPB R/eV Ns^aN) Waxslbu JMUEtTro.)- T 1/JLVNG 1 8EE&TAXOMMPIAMFJDIDB JL6 -. IANDIW CURB RMIP \hilk RK(CREAN I T b" CEPRESSW WRB AXO GUr1ER- AtlA v SION JMNT(TyP.)� 1 SEMI O `mJ BEEeTAXOAMFLX F0.IS SEEWAlOA1MPLAM .10 _ SECTION ) SECTION OB (NAXG INSIDE WIUS AT BACK OF WiHNN'0 P USLONG INSIDE WIUS AT HACK OF YMLKMAr) CEMEWLB A/OIlTT%%v \=w� Px E Bwd/ CB.1[M CONCRETE CEMEW CONCRETE WRB RAW TYFE CEMENT CONCRETE CURB R4P T'PE 6f 60%gV =wh PELESWcoW PERPENDICUTAR'A' PAY UMIT-San TIME PERPENDICULAR To PAY LIMIT -BEE NOTES BJ,tl OJ {TS PAYUMITM-SE {NG ONAI. MN 4 N0\ 'CdpnELLEM WIICRETE W0.0 OiYFE ieJMF start Juo3J3016T:19AM CETECTABIE WPANING WRFACE- SEESTMMRDPIAXFMIO �]//dry ,SxE y[A,µ_ L016720AM ONe ---> PARALLEL CURB RAMP AT To ..... -=° _ PERPENDICULAR - y.:.:.. - CURB RAMP ^ STANDARD PLAN F411.73-D3 PRTYP. SEE MOM Dcune AND GOTTEN SEE - j,%" STANDARD PLAN F-90.15.03 SHEET 10F1SHIEST srvEETt OF1SHEET APPROYF➢FOP PUBUCA➢GN e u' [gvnaa� AMCOWCRETE CURB NDf/JIiER-SEE HOlE1 UBUCpTIOX ,�`FOR eA#APPROVED ISOMEIEC VIEW ISOMETRICVIEW �MAN. ��wr Mx w.at TITS ISOMETEc VIEW CURB MDNB DETAIL O ISOMETRIC IBM wrwa AMMo�w%wxXN e NITS ME PARMEELA PAY LIMB ME PARALLEL B PAY LIMIT ME PERPENDICULAR A PAY MMR TYPE ENDCULAR IS PAY PERP PAY LIMIT WSDOT STD PLAN F-40.12-03 WSDOT STD PLAN F-40.15-03 2 PA �• ry 1/♦�+ AT .OxTs RANSIL SNJO JfPeR�AC` K� `- U d w InT+' DPAam uANAM /♦ 4FY. awc. ane µo WTmL 1 TI Ai AXR 4`qR APPRpyTB or Iu )f 9Wa SEw k-S$Mets.�]NE{�'�9�eY �O i0 `r lY DPRWULIS� A C II�iy? IEN,IfO6NAXALIN tl VJ I fAFi@1 CEYpWN�QM........ ..... M.......r llavll� 0 i I�(I PJne NWO %'�T'. r}T I `I%• ,/ Y 11p iG CNNINE D[{A1Lj"p1t61y N/A O 0 R -sW 6-NWI�'E APiA �� ram..-.�� c �eOYER�- I ♦ 1/Y'x♦ EIDM19«J YAIWA IpMP fT-a lin(,B�'(I�PST Sgt1 e0 jNj 4'eMPIN _fI /YySay$PSSTf.11JCXW MpY1-R GO , ( I rbNPC5� m` E` SEE \_ 1/4"R AT JAWS SOME UIES B B < ED SHE EE {"' A" d ASK \ / P{W SPECYIOVA'BItlN 9fi OHFR pNtMOMNI qI _XAM MML_ V -- (5FF XOrt B) + ••-•• ••_ -*-MOM OF 9DEW.YN i' 1pS'SJAHOAFO TIOM 4A11pPA W PPOEll, L. Y' I (IS ( Pp OWES of WINT�REDUIRE E ti ]r- 9FAROMCI CFOA'1(GNRAISJL4E �c REAL BOB AR •Cm w ARM PEo� EQUAL. DRY %AND ARLER PLAN MOYNTNO ON BESTING _IDS xAND Nib <- I.METLL roLE OR LUMI1WRElSo U U 9 ($FE MT[ )� r SEE Nome 3 1I(r^(x 1 l E1 t 0 u1riWN � WIDOW a+ < P I A itl 9 )JOYTWARDjj7I �$` jOh III m 1 /C]TT 9FPF MY 1/f/TT. GR[ �ji/-" E M fHlffplI�L8 L j'M h' li5` W f _ RJROAM Y AN(2EQ(YWIEb11E j EtKR -- - .: _Bwl'iAuoRioFrpTioRl S 1/['a •" 1nT1 PAVEIOIr As RR PWIB v6iR WTYsi t a ♦' 1 PAMIENI AS I4R flIHS ( 1 -11 JII w�n ERNST f b (, 11 SS M XM M"S) (3/B M N 0 YAXj ANJ BUNT 9NG p- MR.). SEE AMCE}wGOEM. o t PA9{N.Bi CGIC MW .V1p PIIG AIM BUTTER ISJ' y -'aUBE EM ] Oi]() D SECIPL PRONe MJ NO2 8. Ginnie I`` I`��ry.,� Our SECTION A -A SECTION A -A SECTION B-B L i Y P PI Nn2c 9E SHEET 2.1 MR MYD WMT RAHWU 1('�-q } 1, L WE O j'?0F11 N%Mi hap �- -WRgIL k� µ I' li ) WMore E'yY Cc:FDAJEPAMEMEMANDn45EWTERWePo AOgrMY R MMAVCIMX�eINNIADA 9W1BEpeehaWm MWNISEOUL � 1 LWR IT THEDw MRCTHEFPI]ERVB«E «LYBYANMN FWf(MM{AOJUSTG _ M ST c - RANG xPAETOPAYEMM NBFP«us N AM `. W W fiI m c rvceaSeR N6nxD w(rµ a MXYILFRfCFR1MO OeA[a RM,LLLM w IFPM.E �WAsxrnwewrD M]RnaaLr S. R nBlMea� .I.P.w X^Ira ;. TYPE 8Ti 81GM 8YPPORI� AM CA PPVA]EDIMRRIPIWDNANXMUXWPW TxEBOn«I OF IHEIIYW�ADRBINEW wXOwx cIF4Ea FMLEaM4LBEAWIAI®mPAYE1EMeP EBv SPIT, Two a MUSLIM, NOT UP LAYS, IT ya'rv� THER We UNm �Yssm sr?w WANT$['AYE s T 1 No o M«FA ) PPR0.EOW: EE HEEN. T UNRfRNEMNIM1 MVdmf AB B noAR11MRx RBI AIorREwu� LB YH® N 1E0 NAenLwn «Wmc WIMOnI R Brod SKY WASTE A, ALL [m PERRY.: ossnm.s Lm .Rr, ,RY OxER SIN� 1 PP r"le 1] � OS Iw oR V. GA IT LE 6A4� R-411621 o 0 MGETµ PA 91NLL KPIYPEB.D PJL WSIMANR BETRMkEDRYeXwLRMVX B Y u"DMP1Eno.ITEONCRECEMIX ER & Y.R.r]E,I L,[rv. p 1 4J 1'C_4 fuP"1WCX(wF IN COMPLIANCE WITH CITY OF RENTON STANDARDS m Wµ Dte�.'IICKs. •1'd MNTIld IM:{..RRMl9 MemVLTCN X "aeH'° RERawwR. s°R°omws ww swRanmws nemRuwrsmnAsss W.l wmm a OOMMERCiX 00NLREAEI x.vrvvA z /r ml nn%N MOYNnNo 6N.4RTlLL Poar PUBLIC BROOKS 1YP1DAL SLD. DEAN - 1GB BE E ngav(amr wxwua TV (w pMp TYPICAL SIDEWALK ADOPTED L^ i pL.PpRTyyp.p O AND ADJUSTMENT OF ADJUSTMECONSTRUNT OFCITY MANHOLE RISERS v nNs 11 P1160'A• TITS _ _ _ _ SIGN 1101:N PING O.\ SINGL6 STD. PIA6- 129 ,_ PUBLIC woRzs I APPREOVED - NITS DEVELOPMENT ENGINEEMNG O 'Ch2VBZ 08/28/2020 TITS DEPARTMENT j CEO Mr.. WWF. MOT ®P.nF.RIT r$la 3 � COROPI 5 COST STD PLAN 106 COST STD PLAN F007 29 STD PLAN 129 on o WAN �ti D SAS ED A�Po� t"°� P.O.Boz81211 PL -NOTED NTn°^ha� %sews --_ CITY OF CITE HEADQUARTERS 1300 BRONSON WAY N1 RENTON WA 98057;;g'°"°" iota a» qNE°anR Seattle, WA 98108 R E N TO N E Patrick&I.engineeling ?G 48mr, FCJSTEaaD Bse sat-oTsa BAR I DATUM Planning/Building/Public Bwla g� g�Dept.lAU-7.2� P DrG wGEkB DWW /Wp NE LIMO. .. IYL �.IE /ONALB H L E N G I N E E R I N G aDXEA NMY CITY STANDARD DETAILS NO REVISION BY DATE APPR M= G. 22 58 NOTES QD bATCX aDE/aVA BUFFER 1. This plan is to be usetl where pedestrian om in8 in cre direction is not r MOTH-N V MIX. Upermitted. T OTH N4 a MN - 4ECbITULTPLWB 2. At mahrad Crosswalks. the consheaction bebeen the tenth g and INS SEE corvTRAcr PLAN BQEB roedray must be coMeinetl wilM1in Me width of Na crosswalk mukirGa. NWOTE�tn CORN RAMP 3. Mom "GRACE BREAM' is Called Out Ito BIER length of the g2tl0 break 3V (IN) EXPANSION MDEBTWFN CURB- MNT-SEEIMX MEWMID MATCH 9IDENNALK MUIN-a'O'MIN between the two adjacent surface planes shall be Push . SEECOMMCTP4 $ IANDM IANDIW 0. Do not place Grai Junction Boxes, Access Chi or either Audi- 910EwehX- d0'(Ip wuisxn JOlxT•aeE LEDESWAN CURB- dhows on any part a Me Cut Ramp or Landing or In the Cepressetl W BEE NOTES @-VMIX. TR MrypAIrD PLANF-50.I WEX 10 Cut and order where Me Landis 9 wnneds to Me rcatlway. _ t 9 8'-a MIX. 6. SeeMe cum design Stanford BAR aMan lt. -.J A Ottn forutri Cut aM Gui Depm MCut, Guerr rre *' 8' R s Petl rii Cut call {�I3 6 SSS$ u 8-W MH T R. �F b '� � SIDEvwK- 6. Sae SbnMLU Pbn PJO]O for Cement Concrete Sidewalk Demile. See Contract Plans for all add plamment 0 sidewalk. 6EE XO E 0 u I- STIFFER CEIE4TpB1E WN NF810 PCE DEIEGTANMRDPX ]. The BM Item'Cemad CanaNe Cut Ramp Type _ does net include tic BUFFER STRIP 0- djaeBnt Cut, Cut and Guider, C pm99etl Cut VM Guider, P Man N CIXInUCTPLW6 W C FX 10ACE BEESTAXOAROPWIFM.10 STRIP WE NTAXDARO p1ANFYtO a Cut, Or $itl0walk6. LLL LJ WRBaIp GUTTER- eE NOTE s wRNarO WTTER 4B XDIEB e. The Cub Re Mn M1 i9 mt ttl tp exuetl 15 feet mess dawn PFl]ESn RESXN FEGESIXMN oMemim in the Contract PIarmm Wren applying the f ikd max. length CLOSURE SIGH CURB RAMP CLO URESIM WfIB CLOSURE BICJ.' FACE OF momW Man back M alierwa ( ) MIa Nnnlflg elope M VIB Cut Rmp is ry E DAMPLAN allowed b aK S3%. USE a aingle WnM m $lope Tram bottom M CURB VIEW IaIAN VIPN ramp W too M Map to me" into the siMwelk over a hor¢OMal GL S TYPE SINGLE DIRECTION A TYPE SINGLE DIIFECTIONB distance Mlfi feM. 9. CUM Ramps aM taMinga shall recove a boom finlah. See Sbn&M SVa6Muao Ill for Petl On Cut may be MnNed If She ground Wrtece at Me back IN Me Q y DETECTABLE NUANINO SURFACE- Cut Ramp anchor Lathing whit DA at the same elemmon as Me CUM t@-P Ito% SEE aTAHCMpPWIFA.10 1@-P over aff. 13-P kNi RYP Ramp Or Landing and Mom will not the malarial to n3tain. Q mpJ GRADE OREAI( SEEXOIEO SEE XDIE8 W 9EENMEa Gw BREAK GRADE ORAOE eRFnK LEGEND OPMEBRFAK ORWEAF K COUNTER SLOPE BR W 5'DA 80 M - &IO M - SLOPE IN EITHER DIRECTION SIMPAGM - am NOTES SEE POPE am NOTE Is An TOPOF or My MY 150R FIATTER RECOMMENDED FOR To 'k ROADAMY DMIOWFORMAVRK R%MIX) CURB RAMP �� LANDING DEPREBBE➢CURB ANO GUTFFA- L� RMIP SFE@TAMCURB SAOG WRB RMIP VWOIHp \ y,A T.MOMFui RneWMrn DFw sEEGWO SEE MOM RMAVRK(e8%M0.Ct T v ^WRB SECTON O Mb SECTGIN Oj Cp nON JOINT P"i- SEE STANDARD PLAN FJdCm KL INSIDE RADIUS AT NICK or WNM1MYf FOR CURB RAMP LMM$ GREATER THAN 9- V PROMOE _ Cp nON JOINT EQUALLY SPACED e. In MIX. DC. -eFVFNT Co P � LIMA- TYPESIxG1 DIRLTIdITe"PA RBITIP BJJ E WSI�hEDREcnoxA sFr"xOTET T10 AONA4 1-II16gMIU8 DETEGTABLEVARNING SURFACE -SEE _ 'S / )yla9ma WRHUS mANMnR NFx1D �1j/J'�I/_(. 1<NIB]RINd Eo, PEDENTRIANCURS SINGLE DIRECTION DEPRESSED CUBS AND CURB RAMP GUTTER -BEE NOTE 5 WAa M STANDARD PLAN P-40.16I awIW by N SHEET I OF I SHEET APPROVED FOR PUBLICATION 1 V @aV� psi MOMETNCVIEW ISOMETRIC WEW TYPE SINGLE DIRECTION A DETAIL OC TYPESINGLEDIRECTIONB �%welS sir. NITS PAY LIMIT PAY LIMIT WSDOT STD PLAN F-40.16-03 CS N O U dig K E O L U <UI K I E W W 2 m R-411622 IN COMPLIANCE WITH CITY OF RENTON STANDARDS d DEVELOPMENT ENGINEERING IR jchavez 08/28/2020 F- a K Ross 'it SAS N2o2aan a 4�Po�� P.O.Box 8191 -NOTED °°981991 --_ CITY OF CITC HEADQUARTERS 1300 BRONSON WAY NIL RENTON WA 98057;;a1°'°°" n.rDpA" CD Seattle, WA 98108 R E N TO N E patrick@hl.engineeling ?G 4B6U) ! YOR BWR DATUM D N0- dam. 7 .. �D�L ZA MRS 3cfaTEeMo ese 581-0754 PlGnnin BwlaD Public wGTkB g� g� Dept. P p B-7.22 H L E N G N E E R N G /ONALB Are Wa.. CITY STANDARD DETAILS ED No REvlsloN av DATE APPR wP�m SHEET, 23 a' 58 arw .w, cvoo.4.n000wo TJNA:34WL£ R4®S4bH151@ffiR69isN co PROMINENT PoMrnffbEm T 'x�t�I A5� ra T O `AMP IM ? RNPSo�q5$Gg""w=�" FLUManWI & rsew IT Wmac fDAND ® F 4( rirXxxw YJR G THOU R T 1E�®I®e+� Rulawrsn srxNaN '^ APB airaaalenEzf �. �G�M, �U) LL LLJ LL a c� Q w U lft 4 gY'TwlbAav,..- Yifl4wNx �.., ID& GGIftEtNA&PBM pll p I WeMMFP@BIesW BM Nm ,11IIIIIIIII-41IIIIIIIII L61Mn1 x b N P sRND TYPES YES @Y ak �HX�-�v 2RIAf. USED WITHE a. M I — op 117 1 fi, 4 •SFALL ®`A°F4KK+2E ffif�d'96dC618R1 'D0TEREPARCE ASM fRl'NN fim [aeNby �x6'Re�R9Twi Il_ �- , jFI 1! ♦.. F - Iu 6r IA FOUNDATION DETAILS POLE ELEVATION Lug: `JHO . NEIGHBORHOOD STREET DTD P6AH = '&1$S Pl dlp£ II'- PEDESTRIAN LUMINAIRE P I LD NTS DCPAItT`•U FIXTURE AND POLE DETAILS �GAZ B:U—IaRW91 li :d COR STD PLAN 116.1 POLE ].0. NAB�-ERNST ACTED GENT (LWIHARE ARM LENCIH) • N n[ uX[ <' W xdt -- n NOT TOP NEW HE I2'-0' 60 (NVUIxuI➢I RE A91 GM) IEIMxu ROCK CISO Tox Po n N_p MWEwar U"IK ANT EARTH C 00 KEE 3' TANGENT q.5' TERMINAL BLOCK O HOUSING DETAIL ]1 DA HIM MN N 1n' BREwAY BRACKET CUP VFW OFTAILS - ADNP (wNNMMRflE Altll LENCIH) Y ROUND W RA b ATLI SHROUD ' M• PICINI FROM pr uexurecmxeeH E TO a' m THE 1ENM0. FIILA UD sxeu R PROVIDE) SHOTMANU sxeu NDU sUwo DR Or MANUFACTURER NL ra WAY wum FOR TERMINAL ROCK DETAIL, SEE THIS SHEET DANURE ARM AN (wMIxuRE ARM. LEHI aM1P-CN ro LVMIHAIIR ]0'R W WMINAI#Go POROUS S s AF OWE UMU`Im LEARN (wATrArf PER PLANS, 1M} COI, rvuxlMPSAL f 00 DOLE 32 121 CRIER, mm FLAT CLAW uxs) BY CYCLONE BEEN APPROVED EwW THAN SHALL BE INTEGRAL TO ME THEME DECORATIVE LUMNARE LUMINAIRE ARM DETAILS LUMINAIRE ARM MOUNTING BRACKET DETAILS �PUBIC WORKS I BRACKET DETAIL RO D GA NTS T�y DEPAR'fYBW y. 4 /� COR STD PLAN 117.3 p A NAN9A, i� !' DW'W��AX4 P.O. Box 81211 0 Seattle, WA 98108 patrick@hl.engineedIng 'p 48 (858)581-0754 °"a�F�?*GW HLENGINEERING LP��aR H NN�gP� r!'_XNL CONDmoN OF APPROVAL: PROVIDE STRUCTURAL ANALYSIS FOR REVIEW PRIOR TO FOUNDATION INSTALLATION [< WMINNRE COMPONENTS EMA 'Y°" NAVY.44 IIELII ANSI I A NAME CAI HE B ryXC ANYVERAINERRAVAPATECAA I CILE FAST TOM ME JI THAT ARM 41 x � HAD WINI CH e+a uAI n L CT 9VIA P. IF ,n I 0 aC' GENERA1lOFINNS NEIGHBORHOOD STREET £TIT PIA6 - 1162 Hill NA PEDESTRIAN LUMIIRE FIXTURE T AID AP DETAILS COR STD PLAN 116.2 NAUAM _ rw M'tLmef T91P LX6 5 MBE MAYA Xawxmn 1 1 END "NED III U- ME MYTTpr - WA V- IN ;IIIIIr x-nl wlm </„/„_I NTS /2 PoLTIDPL4H 11).1 W0.DDRAtTIIA1,11]y ILIA 1-3 4° i0 2* � OFF GB'AL xlel].Ecrox®corwc cao ax wwre I.PDEND ON BLACK BACPO WIQID B� STREET LIGHT STANDARD STD. PwN- 121 Y'1 PUBLIC WORKS DECAL NUMBERING SYSTEM PPROV• NT$ DEPARTMENT OA COR STD PLAN STD PLAN 121 6 NO REVISION IOU DAMMONl CORE ME Itiq (GmlPAYS BY ifARM OETr SALL g�OR iw.�'m`mAm _ N_ MM" HARD �wm it it Sc OF mI DIYAMM M MSFv' SFLPDX IT �\\\ �3A� yf owrva OMB \ Pm/TA1Y b ITTT B M rio' CGRAM SUNDDAY Wu H FFWrH(M EYLrS( Eu A AI AT F MA FE MANATED AT K MARKED AT UPS FRIENDS a�'A 'm WYTLIY lON�®E BREFERATE oleNU F AXPv l i Io,R.'W4A Moo"PaXA�1B'eMmL n ! 'x ANCHOR FROLT ASSEMBLY METAL w �nry¢dn� POLE ELLNATEON_ FOUNDATION D mm � ARTERIAL STREET SEE) D. PLW- PIA H i]'l.l �� , PUBLIC WORMMENT DECORATIVE LUMINAIRE POLE PPRO D. ➢�'1RT�W DETAILS �� SL3/�L COR STD PLAN 117.E POLE A BRACKET CABLE, /12 AM SPUCES BETWEEN FUSE HOLDER AND LUMINAIRE FIXTURE SHALL NOT BE ALLOWED ELSE KITS WICK REFER TO MIDDLE LOCKING DISCONNECT 3 AMP IN USE TO LUMINNRE LID STANDARD DUTY ELSE KW S.E.C. OR EQUAL JUNCTION BOX TYPES 1 IT IN GREEN INSULATED WIRE 2 STANDARD PUN J-AO.UT TO [MORE GROUND LUG GROUND LUG SPLICE KW CLTAH EPDXY SPLICE TIC KIM ON ALL 1HRU WRE RUNS PAD OR SIDEWALK PER STD PLAN 120 2441 CODER 18 BARE COPPER II II GROUND CORE —cxouxD II II cuuP II l 1 -A8 EQUIPMENT GROUND 2° PVC COIDUIT II II LL. IJ WREW/GREEN INSULATION FROM SURFACE CABINET CONCRETE FOUNDATION 2 - UGHTNG SYSTEM 5/8°x8' COPPER CLAD NEEDS TO CONTACTOR GROUND ROD (SIZED AS REO'DJ NOTES: 1. THIS DETAIL DEPICTS THE BASIC LUMINAIRE ELECTRICAL WRING SYSTEM. ADDITIONAL ELECTRICAL EQUIPMENT MAY VARY. 2. MINIMUM GROUND WRE SIZE SHALL HE III AS SHOWN ABDVE IF CURRENT CARRYING CONDUCTORS ARE LARGER WANT INT•ORTHE S. MINIMUM GROUND WRE SIZE SHALL MATCH WE LARGEST WRE SIZE OF WE CURRENT CARRYING COND3. EQUIPMENT GROUND WRE A BARE WRE SHALL BE SECURELY FASTENED TO WE GROUND WG INSIDE ME POE HANDHOIE. ALL BONDING & CONCERNING CONNECTGNNS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 4. IF WE FlXNRE MANUFACTURER HAS MAOE PROMSIMS FOR WE ATFACiMENT OF A GROUND WRE, A GREEN IN9UUTED WRE OF WE SAME SIZE SHALL RUN FROM WE FlXNRE TO WE GROUND LUG INSIDE THE POLE HANDHOIE. IF THE FlXNRE MANUFACTURER HAS A GROUND LUG A 18 GREEN INSULATED WRE SHALL BE RUN FROM WE FIXTURE GROUND LUG TO WE POLE GROUND LUG, PUBIC WORKS DEPATYDID:N'1' WIRING SYSTEM 9V b' R BRAT IRW x1® A9 IL9xY PAY]N . AT M (NIE4 M4 L4=%9L fx tE:'Ma' M b MEMO O BY PIN61� O �uv m ry D REF jlp EE pilPIYMAKED MATRIX AXOIFO Wm YmIdYI VXIESAA INo READ onERlH r(XNo (nifcrsD Poa €4'w PLAS /m ox ENTand DIRECTOR HtlIRECI ART AS N x]PS a O' MLU N[ VP FOUNDATION SECTIN WN4UlXNE AV Or IT U AMMO WF r0 IS ruse[¢®n Mcm M-o\\I js � +� ]/f wl (M) F n W wASSAY MITI R 0. NN A BY .oxtlw Oa0 "--" ATMRAMED R BOT 1EWIATE OETMLJE�-1l-Ey+_IAO LO I Y w T im.D 1' S R 1' N`TNfi,. BT'4s' si r 1D ms (z R Iw1pIsrce�T Pm PR IxdGM PON Ml M9ERSµ6MM POLL ELEVATION BPW R ANCHOR ROIT AVTMBLY VETP_ KDATIOE Dum m2 AN MAKER AuaSo FOR NTS ARTERIAL STREET 4 Se PUBLIC WORKS DECORATIVE PEDESTRIAN LUMINAIRE POLE SR DEPARTMENT DETAILS COR STD PLAN 117. AM 5/22/2019 I NTS CONDITION OF APPROVAL: PROVIDE STRUCTURAL ANALYSIS FOR REVIEW PRIOR TO FOUNDATION INSTALLATION COR STD PLAN 119 / SAS -NOTED AmmMF FBI°N°'/1NN' CITY OF RENTON IAT I AZUE DATUM Planning/Building/Public Works Dept. Swc.avwNcar CONDITION OF APPROVAL PROVIDE STRUCTURAL ASSAUBSIS FOR REVIEW PRIOR TO FOUNDATION INSECAUDVEICON ADD STANDARD DLTAIL 135 T-411606 NTS IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMEW ENGINEERING TRANSPORTATION OPERATION is jchavez 08/28/2020 O cbarnes 09/09/2020 SAFETY CITC HEADQUARTERS 2020.10.11 300 BRONSON WAY NY RENTON WA 98057 ;;CIE"YN BANNER CITY STANDARD DETAILS CB-7.31 PR"�� 24 BE 58 �wSe�EmTlim l°:ISU3LPA'YASBVBB43A$931BB5658'. �moN„E,re,p,ID'. 5D30B 1A.M4D�48E6.BBE38R8%B6565E T Q 0 Lu I— 1a1&1,iJ gxpP��C �t5�i2DElg'p�b' - eNLrl&+i'Re' EMUNypEtgMFkT4 igNpkggN LUMINAIRE CONCRETE PAD DETAIL G Lx4tR�ElticPb14 PPD DPILL RE D6H1 %N 9@HS t40%XE � sRSWpyle gi @4 �E�e��S � teA9wP51ANmPL sae AI t[E Pf�H+dR� 1�9 s_r�L @E z %�+asira>E N19 a,�eT� Dom+ SPPE FH? PLAN 2 I�fiWl°�n+J�3 P� T+P&4 AID >9PE a ReSa>IOR BeycsoRr 5De: Sm LUMINAIRE WITH SIDEWALK DETAIL LI Bir RoJI SEE, �fil�qr Dee SNRHfJ Be y PVIN Soil „�°x 'P.F INDIVIDUAL JUNCTION BOX PAD DETAIL FU LRU VERES PAD/SIDEWALK AND DDRA>Tlpbjp3kLR JUNCTION BOX CONCRETE PAD COR STD PLAN 120 U g °P.x. e .h x� , U rc c - ^�FPsOC VIVO. 4 9 nGevo r �m. c g -�C9n.� E `� KP D •-•�� o L BI'Ac'Bi6bi $�i12'E Ca-ET0€f 5 U f <UI K wS RUM I E US w t`L8ta01 _ 2 19" CABINET FOUNDATION PUDIIIN BYw$ DETAILS REPARPAW COR STD PLAN 126.1 P.O. rim Box Seattle, le, WAA 98 98108 Patrick@hl.engineenng HLENGINEERING (858)581-0754 NTS 1 3/1�373245B' p yt NTS " xApye. a�Po�of wAs"�°,Xti� z ins /ONALB Z e _ P9 f B .frt .0E Bull 6�3¢o E-wowo 3 ' .�: warm m ii'1 �. Q mw03W w1ooi & 3 z mo'G f< $Eio \.�� mzW OWwy - W ww, FN6KU i OLL ww yo W�a s�w� _l ww �fo O wm w €_ax 53zi PUBLIC WORSE P OVCD DEPARTMENT 2/27/2DiO a 161600.91lllmwml *A COMPONENT SCHEDULE OI METxRBASE: 200 AMP. I TAN BLNE UT". MANUAL B'PASS, W/5 JAW AT 9 M POSITION earHHOAxD 12o2wA AC 100 acm coe ER3L }-ItTR�l31 MAMBREAKER'. IWAMPFKAME100a\PSI Ei O\--3210CA K-SIC. BOLTATBRATCHBRE\KERS HTO\T} BAB z 202 HLCAlnmo\ BRANCH & B 1 2011TS B0.NNCH 201 CONTROL CUT BRANCH 1 201 GROUND FAULT RECEPT.\CLE BRi\C1+ 3 20'I SP-REBR NCH O COMACTORNE\La LIGHTINGRkTED.30i PO .- SQDW8910DPA34\"02 1-REQLLRED O PHOTOCELL PHOTO ELECTRIC CELL \ MOITEDINSIDE CABFNETBHIND RIREG 6\AS, R"N7a JNKFYLP`i5: SD PHOTOCELL BYPASS SR ITCH SPOT 13\1P \i 6D GROUND FAULT RECEPTACLE 20 AMP.. 1". VAC..J _X CABINET: NEMA3R PAD\IOU\T 1 S ALLIII\lll C > \ 2 SCREENED\\D G ASKETEJ\ \ DOORS'. HEa\'}" DUTY HI\GES;LIJT O l 3 l STAINLESS STEEL VALET HANDLE AD - _ "BEST"C\LOCK OK DISTRM TIO\J R.- 11 DOwnNMTERDOOKCOSEDL �.-_ \ ._-. CARDHOLDER FEDSH ABLE FINISH ALUNIENL I NOTE: 1_ SIGNAL BREAKER(S) SHALL BE ADDED WHEN APPLICABLE NTS POEPARTb1ENT UBwc WORM 12:32 2 ROSS ROME MAN W PRvS m=v��O¢oN m'PErvm 1 NPP�9 VM I'LSWn.E dbFRED.!bP w#SPIIlEiBSa�N41w L DH�x90�P€dd�D�S"3E ��(�.�� wQ DEB DOwaxm . F�awvry R USEG®Sae['BRA%' 11na1B hsmr PID�t. A AEe�iH60�te3'�ftAxq§ µ�R4v rc�SAwsoTi d wbo[ EL BAD ^d SON FEWREEARM DDEC rc NTS COR STD PLAN 126.2 3/13/ZOW COR STD PLAN 122.2 �DAMEMR - T/B• LOAD ELSE UNE 1/4" SPLICE KIT ME Her a SPBOe ED DETAAA ADOwmnwl Own maur,inn wPr.D,3 COR STD PLAN J013 NTS NTS 7 M. f81L' P.10 R/E DE W q PGVMY 3'Af 1-Y CM O fRUNO w�xu2 N S e iP h. xM 1JVE IO�x E f1i�M pi VE1WrY Q RtlL'{J� Y . ALTERNATE PLAN VIEW 90` PWHRRS C i1RDT VJR4 Duff WISH RPM 24P TYPICAL STREET LIGHT FOUNDATION LOCATION YPoC TAPERED w NAM,AIF 0 UN <rEMHWI 1'-Y Auo-S Auer eg Ts Anx wuro mat HANx wE6PF P.oxNo w/N •Q� W/WR a ss scRVB aRND BE MPS NxE POOL PGE ntau uma oomuT IRxa NPR 2P ALTERNATE STREET CROSS SECTION rt®. PUBLIC WORKS LIGHT BASE AND JUNCTION BOX u-R OEPAB'J'BENT LOCATION KSISNED AS -NOTED °°'°'/191 CITY OF PAN --- RENTON EBB DATUM AT M ME Planning/Building/Public Works Dept. N0. REVISION BY DATE APPR vP^^^^' Swc. NUY ©EIidOd [1Bf2�iP1'6BT'Z�ik�YE'B COR STD PLAN 124 T-411607 NTS 4 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING [TRANSPORTATION OPERATION]chavezOS/2812020 s 09/09/2020 CITC HEADQUARTERS w 212atatT 300 BRONSON WAY N, RENTON WA 98057 ;EE" CITY STANDARD DETAILS M wT 25 w 1 5 w�25 °` 58 co r 7 O 0 W Cn Ld ry a Q Ld _ U rmk PROPERTY LINE FACE OF BLDG GARDEN AVE N 30' 1 30, STREET TREE 17' 22'+/- MATCH EX CROSS r 2"G&O SLOPES CONIC SIDEWALK PER I �� i2• W COR STD DETAIL 102 JIII EARLY WORK: (1) 2" ELEC PAVEMENT REPLACEMENT (PSE), SEE SHEET CA-2.21 PER COR STD DETAIL 103 CEMENT CONIC TRAFFIC EX 8" W (TO BE REMOVED) CURB AND GUTTER PER 12" SD COR STD DETAIL 101, H=6" NOTES: 1. SEE SHEETS CB-5.21, CB-5.23, CC-8.11 FOR WATER AND STORM DRAIN PROFILES AND SECTIONS. TYE)I(`AI CP_(`TI(1NI — (_APF1F-NI A\/F- NI hA//(1 (`I IPF GARDEN PROPERTY LINE AVE N 30, 30, FACE OF BLDG STREET TREE EX GRADE 14' 11' 22'+/- t1.5%� a '2" Gt MATCH EX r CROSS VARIES SLOPES CONC SIDEWALK PER I L 12-P W COR STD DETAIL 102 J PAVEMENT REPLACEMENT EARLY WORK: (1) 2" ELEC PER COR STD DETAIL 103 o, (PSE), SEE SHEET CA-2.21 CEMENT CONIC TRAFFIC EX 8" W (TO BE REMOVED) CURB AND GUTTER PER NOTES: CDR STD DETAIL 101, H=6" x m - 1. SEE SHEETS CB-5.21, CB5.23, CC-8.11 FOR WATER AND STORM DRAIN PROFILES AND SECTIONS. TYPICAL SECTION — GARDEN AVE N (W/ CURE NITS 0 2 �L x a x m ? x RAN. �w w a te P.O. Box 81211 'aOa e a� Seattle, WA 98108 % patrick@hl.engineenng ^p aswv H L E N G I N E E R I N G (Bse)sa1-wm+ s4 °a�FAL a o N0. PROPERTY LINE EX GRADE PROPERTY LINE 0 MATCH EX CROSS SLOPES - EX 8"WJ PAVEMENT REPLACEMENT PER CDR STD DETAIL 103 - NOTES: 1. SEE SHEET CC-8.13 FOR STORM DRAIN PROFILES. TVPIP AI CF-(`Tinm — NAP-AF)( MEADOW AVE N m STREET TREE 15, 1.52, 2" G&O 8.5' S' 5%TYP —I CONC SIDEWALK PER CAUTIONII CDR STD DETAIL 102 EX G EARLY WORK: (i) 2" ELEC (PSE), 12" SO SEE SHEET CA-2.41 CEMENT CONIC TRAFFIC CURB AND GUTTER PER CDR STD DETAIL 101, H=6" MEADOW PROPERTY LINE PROPERTY LINE �I AVE N PROPERTY LINE 30' 30, STREET TREE EX GRADE A 18'+/- 9' 2"G&0 .1.52' MATCH EX 1� 14.5' 5' CROSS SLOPES 1.5%TfYP ______ _ CONIC SIDEWALK PER 1 CAUTION!! EX COR STD DETAIL 102 J G EX 8" W EARLY WORK: (1) 2" ELEC (PSE), SEE SHEET CA-2.41 PAVEMENT REPLACEMENT CEMENT CONIC TRAFFIC CURB PER CDR STD DETAIL 103 AND GUTTER PER CDR STD DETAIL 101, H=6" IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O jchavez 08/28/2020 �AS—NOTED DATUM _—_ CITY OF RENTON PIDDDin Bwl"� PD6rD Works Dept. g� g� P CITC HEADQUARTERS 1300 BRONSON WAY N, RENTON WA 98057;;�'°"°" TYPICAL STREET SECTIONS 2020.10.11 FAH BWR III _ CB-8.01 . """'IX41°'N"' REVISION BY DATE APPR wow. am. 26 �' 58 co r r 7 O 0 W H Cn LLJ ry a Q Ld _ U rpk N PROPERTY LINE �I N 2 D ST i 30' EX OVERHEAD ELEC & TELECOM EX GRADE 30' STREET TREE MATCH EX CROSS 2"G&O $LOPES � 1 I 1.52, PROPERTY LINE I I I rCONC SIDEWALK CDR STD DETAIL 02 CAUR CAUTION!!EX G EARLY WORK: (2) 4" ELEC (PSE), (2) 4" TELECOM COMCAST, (2) 4" TELECOM (CTL), SEE SHEET CA- ICEMENT CONIC TRAFFIC EX SO J CURB AND GUTTER PER CDR STD DETAIL 101, H=6" PAVEMENT REPLACEMENT PER CDR STD DETAIL 103 TYPICAL SECTION — N 2ND ST NTS CB-2.31 CB-8.11 16' PROPOSED RIGHT OF WAY 16' EXISTING RIGHT OF WAY 1' VACATION V DEDICATION �� SEE TYPICAL SECTIONS, 1300 BRONSON WAY SHEET CC4.11, PERMIT No. _ NORTH EAST PARCEL FACE OF BLDG FNISHED GRADE PAVT, SEE NO El VARIES, 2" GAS SERVICE (PSE) EXISTING GAS SERVICE TO BE 1' 2 8-3 5 ABANDONED (BY PURVEYOR) TELECOM (CTL) TELECOM (COMCAST) EXISTING 81, / EXISTING I2"STORM ddd DRAIN MAIN NOTES: 1. ALLEY PAVEMENT SECTION SHALL BE 4" HMA OVER 6" CRUSHED SURFACING TOP COURSE. 2. SEE SHEETS CC-8.11 FOR SEWER LATERAL LOCATIONS, ROOF DRAIN LOCATIONS, AND STORM DRAIN PLAN AND PROFILE. TYPICAL SECTION — PUBLIC ALLEY �1 NTS CB-2.51 CB-8.11 P.O. Box 81211 Seattle, WA 98108 FIL Patrick@hl.enginengineenng HLENGINEERING (858)581-0754 NO REVISION (LIBERTY PARK) PROPERTY LINE VARIES EX GRADE UNKNOWN TELECOM BRONSON WAY N PROPERTY LINE VARIES ——EEXCURB CAUTION!! TO REMAIN EX G EX SOW CONC SIDEWALK PER COR STD DETAIL 102- EX SO J 11 PG1ElI*i IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENTENGINEERING O jchavez 08/28/2020 SAS -NOTED °° °°'°°' CITC HEADQUARTERS N26.16.11 CITY OF 1300 BRONSON WAY N, RENTON WA 98057 " RENTON _ AT MDATUM g/ g/ a CB 8.11 . NMY PlDonin BNII" PoGro Woks De <. TYPICAL STREET SECTIONS r27 "'58 T T PIT CI IT 0 W H (n Ld ry a c� 0 Q w _ N 40 20 0 IVY scale 1"=40' A I I I 40 80 1160000001 I feet I I HLENGINEERING SILT FENCE PER I COR STD DETAIL 214.00 I -------------- N 2ND ST ----------------------------- oil T FENCE PER i CDR STD DETAIL 214.00 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineenng (858) 581-0754 SILT FENCE PER COR STD DETAIL ' 214.00 SEE PE A HAWS i �G FREE 48 .� <R„TE.� /ONAL6 0 D �0 m z D rc-I z! i STRAW WADDLES PER CDR STD DETAIL 213.40, EXCEPT IN LIEU OF STAKING PROVIDE BRICK i WEIGHTS TO STABILIZE AT LONGITUDINAL SPACING NOT TO EXCEED 5', REMOVE BRICKS AND i WADDLES AS SOON AS IMPROVEMENTS ARE COMPLETED SUFFICIENT TO STABILIZE SOILS, TYP I I I SILT FENCE PER CDR STD DETAIL 214.00 I I i L N 2ND ST -- — --- -- T _ -- I® C 2' TYP FROM FACE OF CURB I I I I I ---.—.— ---7 T FENCE PER COR STD DETAIL 214.00 CURB AND GUTTER BARRIER PROTECTION PER CDR STD DETAIL 216.50, TYP 1 I I ONSITE EROSION AND SEDIMENTATION CONTROL I UNDER SEPARATE PERMIT I I I I SILT FENCE PER CDR STD DETAIL 214.00 .� I _--- N E- 1 _ — -- 1.11 BRONSON WAY / — — DocuSign Envelope ID. 6EECFE8E602A4E4Ae436 A31IA46388I8 THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT LIST MAY NOT PERTAIN TO EVERY PROJECT THE APPLICANT OR OWNER HEREBY REBUFFED TO AS APPLICANT MAY STRIKE CONTROLCETGTH o� ITNO'TESFFNmBEHTE ASPECTSTHEYTO THE REQUEST SELBE ADDED HOWEVER, R, THE ESOETANOPRDPISKULL NNOT NOTES RENUMBER NOR EDIT THE REMAINED NOTES IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC I BEFORE MY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS A iIMEETING LL RE HELD DEPARTMENT REFERRED TO AS THE CRY THE APPLICANT MO THE APPLICANTS CONTRACTOR 2 THE APPLICANT IS RESPONSIBLE FOR OBTRUDING THE WASHINGTON STATE OF GY(ECo (ECOLOGY) CONSORUCDON TORMWATER GENERAL PERMIT IF IT IS REQUIRED FOR THE PROJECT THE APPLICANT STALL BASES THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTON STORMWATER GENERAL PERMIT 3 THE ESC PLAN SET EHG_ INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT saLL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POSTPROJECT CLEANUP IN ORDER TO FOLFILL PROJECT EPA REQUIREMENTS 4 THE BOUNDARIES OF PRESURMED OR THE Wass MECLEFAR:Y DEUNEEXTEn�ENCINGGME PamE�Eo:THEFELDINiJLQPRESERVATION WHPPENDIX RETENTION OF RENTON SURFACE WATER DESIGN MAN ALIRENTONSWDMIPRIORTOTHE STAR, OF CONSTRUCTION DURING THE CONSTRUCTION PERIOD, NO STOCK Q 1 TH CLEARING TUB IS $HAE BE PC RUN I FLY I HE CLEARING FISH 14 CHALL U: MANEUVER By THE AFFUUMI APERN VON FOR I HE NEW OFF UP CONSTRUCTION 5 STABILIZED CONSTRUCTION ENTRANCES SHALL BE I NSTALLED AT TH E BEFORE ING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT ACCEPT ANAL MEASURES, SUCH AS CONSTRUCTED WHEEL REACH ORDER OR WASH PADS MY BE WOUSHED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRADYGAFT TO REACH RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT IF SEDIMENT IS TAMELY 01 PUBLIC RANDE MALL WAFERS OF THE STATE 6 VVEHOUT FROM CONCRETE TRUCKS SHALL BE RE POSSESS OFICS TO OR IN DESIGNATED CONCRETE VUENFORT AREAS ONLY CK) NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND OR TO STORM GAMES OR OPEN 0 ITS TAX ONEPTE DUMPING OF EXCESS CONCRETE SWULL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUTARFEAS 7 ALL REQUIRED END RMPS SHALL BE CORSTRDCTE D AUO IN OPERATION PRIOR TO TWO CLEARING MINOR CONSTRUCTION TO PREVENT TRANSPORTATION OF $EDMENT TO SURFACE WATER OFFAINAGE SYSTE US AND ADI ENT PROPERTIES ALL ESC UPI $HALL BE MENTGANED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING ANDAN CONSTRUCTION IS COMPLETE M A POTENTIAL FOR 01 CHURCH HAS PASSED ALL ESC EMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE PAY BEEN STABLEED TO ENSURE POTENTIAL FOR OPESITE HUDSON DOES NOT EXIST THE IMPLEMENTATION, MANTERNANCE FROM WANT ENHANCEMENT ROD REMOVAL OF ABC SPAPS SHALL BE THE KS FIFTY OF THE APPLICANT S ANY HAZARDOUS MATERIALS GO LIQUID PRODUCTS THAT HAVE THE POTENTUT TO LUTE RUNorr SHALL BF DISPOSE OF PROPERTY9 THE ESC SURE DEPICTED ON LOS DRAWING ME INTENDED TO BE MINIMUM REQUIREMENTS TO MEET MTKEPATIM SITE . S RECONSTRUCTION PROGRESSICS MD UNEXPECTED OR SEASONAL CONDITKIAM DICTATE THE APPLICANT HALL ANi CIP4TE THAT MORE ESE BMPS ILL E NECESSARY70 ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE DURING THE REQUIREMENTS THE �ASRMAVSENANY EEW EDEO TO PROTECT ADS THAT JACEAY NT POPERTEATED STHE AND WAURSE OF TT' CuES AuTY OF THED TO HREEIVING owuNAGE SYSEMDITIONAL END SUPS ERN.DEBOVEMCTION IT WFUL BE THE OBLIGATION AND RESPONSIBILITY WIMIIM Au LEES NOT CONSTITUTEANAPPRCVAL OFSTORM DRAINAGE DESIGN SEE NOR LOCATION OF PIES. RESTRICTORS. CHANNELS WATERRELIBES 11 ANY DEVEATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMAXATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR 12 ON(OCTOB RIST THROUGH APRIL '(GO,SE VAKING°ETD)IN NFORMNCEWITH°APPTWO XDa FTHER'ENTON WET W 13 WET WEEPEON EVE REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER UST AND APRIL 30TH UNLESS OTHERWISE MANAGED THE BY THE CITY 14 ANY AREA NEEDING ADDITIONAL ESG MEASURES HOT REQUIRING YS NEDA AWNIMUMOFON AMONTHORWITHIN24HOE ADDRESSED CHUN URS OLLOWINGASTORMEVENT INSPECTKAN MY MAINTENANCE CRAFT OCCUR MAPS FREQUENTLY OF 16 BEFORE COMMENCEMENT OF My CONSTRUCTION ACTIVITY, CATCH BASIN INSERI FOR THE CITY STANFORD PLAIN 216 30 SHALL BE PROVIDED FOR ALL STORM OBTAIN INLETS DAMAGES AND WITIN ROD FEET UP A DISTURBED OR CONSTRUCTION AREA UNLESS THE RUNOFF THAT ENTRIES THE GOAT WILL BE ELI TOASEAMENNFENDORTRAP AEG CATCH BASIN INSERTS ENDED BE PERIODICALLY INSPECTED AND REMOVED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION 17 AT NO TIME SKULL SEDIMENT ACCUMULATION EXCEED 213 OF THE CAPACITY OF THE CATCH BASIN SUMP ALL CATCH RARER AND CONVEYANCE LINES STAFF BE CLEANED PRIOR TO PAVING THE CLSARNING EDUCATION FINAL NOT FLUSH SEDIMENTULMERN WATER INTO THE NOWNSTRUEN SYSTEM IS ANY PERMANSINTSTORMWATER FACILITY EQUATION USED AS A TEMPORARY SETTHINS (ARE SHALT BE MODIFIED WITH THE NECESSARY EDC SURE AND CHALL PREPODEoIDEQUATESTEFUSEBECAPPRIBUTV IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION � AN WERNATION SYSTEM IN ITS PERMANENT STATE THE TEMPORARY FACILITY SHALL BE FREGA REDUCED SO THAT THE BOTTOM ARD Si�S ME AT LEAST THREE FEET ABOVE THE FINAL GRACE OF HE PERMANENT PARTLY 19 TC).��RLPLANES) PRTEUEcUESIS`NTDTNc:��U'onUCo.. ERMUDLEPAVEMExr TcisaEPYFEND OTEcoSNG sSO AVODFACILITIES INN CRT . 20 PRIER TO THE CODING ING OF THE WET SEASON (PETERS A 1$T). ALL DISTURBED AREAS SHALL BE INSPECTED TO ID ENTITY WHICH ONES PLURAL BE SOLVED OR 21 PRIOR TO FINAL CPU SPINSTER ACCEPTANCE, THE PROJECT 81 TE SHALL BE STABILIZED TO PREVENT SEDIMENT EADEN WATER FROM LEAVI PC THE PROJECT SITE ALL FEC ONES CRAFT BE RUMORED AND STORMCNATER CONVEYANCE SYSTEMS, FACKINIES AND ON SITE WAR SMALL BE RESTORER TO THEIR FULLY FUNI CONOTION ALL DISTURBED AREAS OF THE PROJECT SITE WHADT BE VEGETATTE OR OTHERWISE PERMANENTLY ISLAS DRUM AT A MI N MUM DISTURBED AREAS $HALL BE SODDED OR SEEMED AND MULCHED TO ENSURE THAT SUFFICIENT OLDER ALL DEVELOP SHORTLY AFTER FINAL APPROVAL MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE FAEROESE IST CONSIDERED TO BE A METHOD OFBANK SENSITIZATION AND EROSION OL ROCHERES SHALL NOT BE CONSTRUCTED TO SERVERATMNiNG WALLS ME ROOKERIES IN CITY ROAD RUGHTSEF WAY SHALL BE CONSTRUCTED IN ACCORSURVICE WITH CITY STANDARDS ROOKERIES OUTSIDE OF 0.9 ROAD CONTROL WAY SELL BE CONSTRUCTED IN ACCORDANCE WTH THE INTERNATIONAL BUILDING CODE NOR ...PRER OIRsro �vury Gzse.Do DATIn R P DEPARTMENT EROSION AND SEDIMENT CONTROL RR oEvnarMENT STANDARD PLAN NOTES GAZ 9/ZB/Z_w i an YEE ES`SSR-411627 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING iR jchavez 08/28/2020 CALL BEFORE YOU DIG: 1-800-424-5555 SAS -NOTED HD.M�wBADM CITC HEADQUARTERS 2020.10.11 CITY OF 1300 BRONSON WAY N, RENTON WA 98057;;I'E" ESD PAN --- RENTON _ SH COME DATUM TEMPORARY EROSION AND "°- MMZLE PIDDDing/BDIIEIDg/PDbnc Works Dept. SEDIMENTATION CONTROL PLAN CB-9.01 N0. REVISION BY DATE APPR wPE.TE. SELL )RESP )RESPONSE �"`= 28 58 rfl T 7 O 0 W I- 1. THE LOCATION OF ALL CONDUIT, JUNCTION BOXES, AND CABINETS SHOWN ON THESE PLANS ARE APPROXIMATE ONLY. FINAL LOCATION SHALL BE DETERMINED THE CONTRACTOR AND CONFIRMED BY THE ENGINEER. 2. CONTRACTOR SHALL POTHOLE ALL POLE LOCATIONS TO CONFIRM THAT THERE ARE NO UNDERGROUND CONFLICTS. IF A CONFLICT IS DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO FOUNDATION INSTALLATION. 3. THE CONTRACTOR SHALL CONFIRM THAT THE APPROPRIATE MINIMUM CIRCUMFERENTIAL CLEARANCE IS PROVIDED BETWEEN LUMINAIRE POLES ANDANY OVERHEAD POWER LINES THAT ARE NOT PROPOSED TO BE REMOVED. IF A CONFLICT IS DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO FOUNDATION INSTALLATION. 4. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, CITY OF RENTON STANDARDS APIP -SPOT -STANGARB 6 AND SPECIFICATIONS, CURRENT EDITION. 5. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. 6. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON FOR MATERIALS APPROVAL AT THE EARLIEST POSSIBLE DATE. 7. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE WITH AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY OF RENTON IMMEDIATELY UPON DAMAGE. 9. POLE FOUNDATIONS SHALL NOT BE EXCAVATED AND POURED BEFORE POLE LOCATIONS ARE APPROVED BY THE ENGINEER. 10. ELECTRICAL CONTRACTOR TO CONTACT CITY CONSTRUCTION INSPECTOR FOR INSPECTION OF POLE FOUNDATIONS, BASE BOLTS, AND CABINET FOUNDATION. 11. CONTRACTOR TO CONTACT CITY ELECTRICAL INSPECTOR FOR UNDERGROUNDI ROUGH -IN INSPECTION. 12. CONTRACTOR TO CONTACT TRANSPORTATION MAINTENANCE MANAGER, ERIC CUTSHALL (425) 430-7423, FOR STREET LIGHTING COMPLIANCE TO STANDARDS INSPECTION PRIOR TO ENERGIZING. 13. FOLLOWING THE TRANSPORTATION MAINTENANCE INSPECTION, THE CONTRACTOR SHALL CONTACT THE CITY ELECTRICAL INSPECTOR FOR SERVICE INSPECTION. 14. FOLLOWING THE SERVICE INSPECTION FROM CITY ELECTRICAL INSPECTOR, ELECTRICAL CONTRACTOR SHALL SUBMIT APPLICATION TO PSE TO ENERGIZE THE STREET LIGHTING. 15. ELECTRICAL CONTRACTOR SHALL CONTACT THE CITY ELECTRICAL INSPECTOR FOR FINAL INSPECTION AFTER STREET LIGHTING HAS BEEN ENERGIZED. LUMINAIRE SCHEDULE GENERAL NOTES: 1. ALL LIGHT FIXTURE FINISHES TO BE VERIFIED BY THE CITY OF RENTON. 2. CONTRACTOR TO SIZE REMOTE POWER SUPPUES/WIRE GAUGE AS REQUIRED. 3. OCT = CORRELATED COLOR TEMPERATURE (MEASURED IN KELVIN, K) 4. CRI = COLOR RENDERING INDEX (HIGHER NUMBER IS BETTER RENDERING) TYPE DESCRIPTION LOCATION MANUFACTURER PRODUCE NO. LAMP, OCTr CRI LUMENS WATTS OPTIC VOLTAGE DRIVER DIMMING FINISH NOTES EXTERIOR LIGHTING LE POLE FOR PRESIDE MEADOW AVE N, LUMINAIRE: CY17T4-VS3AR-SKY-3-34W-4K-240V- 1. PROVIDE WMINAIRE & POLE PER CITY OF RENTON STANDARD lE1 S RESIDENTIAL STREETS PER RESIDENTIAL GARDEN AVE N, CYCLONE PC-RAL9005TX LID, 4000K, 70 CRI 3,080 TYPE III REFRACTOR 240V INTEGRAL 0-IOV RAL9005TX 116.1 & 116.2. RENTON STANDARD 116.1 8116.2 N 2ND ST PDY108P13046- POLE: PD15-14-BD46-RAL900STX-TN43 POLE: RIBBED ACRYLIC LENS 2 PROVIDE 14 FT TALL FLUTED POE S"G POLE PER CITY OF RENTON STANDARD 116.1. 1. PROVIDE W MINAIRE, POLE, & BRACKET PER CITY OF RENTON STANDARD 10 & 7.3. DECORATIVE STREET LIGHT &POE LUMINAIRE: DMS55-110W64LED4K-T-LE3F-240V- FT TALL E 10" TAPERED POLE. LE2 LUMINAIRE TO 2. PROVIDE 40 FT TALL POLE LE2 FOR ARTERIAL STREETS PER RENTON BRONSON WAY N WMEC DMG-SMD-RAK9005TX LID, 4000K, 70 CRI 10,070 105 TYPE III FLAT GLASS LENS 240V INTEGRAL 0-IOV RAL900OX BE MOUNTED SO BOTTOM OF W MINAIRE IS 35'-V AFG. LEZA STANDARD 117.1, 117.2, & 117.3 POLE: ATR106-N-00-MPL-RAL9005TX LUMINAIRE TO BE MOUNTED SO BOTTOM OF LUMINAIRE IS 14'-0" AFG. POLE TAPER TO STRAIGHTEN TO ALLOW MOUNTING BRACKETS FOR BOTH WMINAIRES PER CRY OF RENTON STANDARD 117.1. 1. PROVIDE W MINAIRE, POLE, & BRACKET PER CRY OF RENTON DECORATIVE PEDESTRIAN LIGHT LUMINAIRE: DOS-35W32LED4K-T-LE3F-240V-MAS- LUMINAIRE: 117.1, 117.2, & 117.3. 2. LE2A LUMINAIRE TO BE MOUNTED SO BOROM OF LUMINAIRE IS LEZA ATTACHED TO LE2 POE PER RENTON BRONSON WAY N LUMEC RA190057X LED, 4000K, 70 CRI 3,400 36 TYPE DI 240V INTEGRAL (-lov RAL90051X 14'-0" AFG PER CITY OF RENTON STANDARD 117.1. STANDARD 117.1, 117.2, & 117.3. 3. LEZA LUMINAIRE TO BE ORIENTED ON POLE 1800 FROM LE2 LUMINAIRE. STREET LIGHTS SHALL BE 240V ILLUMINATION POLE SC DOLE LUM STREET NAME POLE GPS COORDINATES STATION OFFSET MOUNT ARM WATTAGE VOLTAGE FIXTURE MODEL BASE SERVICE COMMENTS POLE ID" (LAT/LONG)'" HEIGHT LENGTH /TYPE (OR APPROVED EQUAL) TYPE CIRCUIT No. Q1 BRONSON WAY N 11+91.04 24.24' LT 35' I14' 10' 14' 105/ 36 120-277V TYPE'LE2' I 'LE2A' (SEE LUMINARIE SCHEDULE THIS BHT) FIXED ILLUM'A' FOUNDATION PER C.O.R. STD PLAN 117.1 Q2 BRONSON WAY N 12+58.14 23.43' LT 35' I14' 10' 14' 105/ 36 120-277V TYPE'LE2' I 'LE2A' (SEE LUMINARIE SCHEDULE THIS BHT) FIXED ILLUM'A' FOUNDATION PER C.O.R. STD PLAN 117.1 �3 BRONSON WAY N 13+25.08 27.65' LT 35' I14' 10' 14' 105/ 36 120-277V TYPE'LE2' I 'LE2A' (SEE LUMINARIE SCHEDULE THIS BHT) FIXED ILLUM'A' FOUNDATION PER C.O.R. STD PLAN 117.1 ® GARDEN AVE N 21+59.39 21.00' LT 14' NIA 38 120-277V TYPE'LEl' (SEE LUMINARIE SCHEDULE THIS SHEET) FIXED ILLUM'A' FOUNDATION PER C.O.R. STD PLAN 116.1 Q5 GARDEN AVE N 22+39.67 21.00' LT 14' NIA 38 120-277V TYPE'LEl' (SEE LUMINARIE SCHEDULE THIS SHEET) FIXED ILLUM'A' FOUNDATION PER C.O.R. STD PLAN 116.1 © GARDEN AVE N 23+19.93 21.00' LT 14' NIA 38 120-277V TYPE'LEl' (SEE LUMINARIE SCHEDULE THIS SHEET) FIXED ILLUM'A' FOUNDATION PER C.O.R. STD PLAN 116.1 �7 GARDEN AVE N 24+00.27 21.00' LT 14' NIA 38 120-277V TYPE'LEl' (SEE LUMINARIE SCHEDULE THIS SHEET) FIXED ILLUM'A' FOUNDATION PER C.O.R. STD PLAN 116.1 ® GARDEN AVE N 24+80.44 21.00' LT 14' NIA 38 120-277V TYPE'LEl' (SEE LUMINARIE SCHEDULE THIS SHEET) FIXED ILLUM'A' FOUNDATION PER C.O.R. STD PLAN 116.1 Q9 N 2ND ST 31+92.96 19.00' LT 14' NIA 38 120-277V TYPE'LEl' (SEE LUMINARIE SCHEDULE THIS SHEET) FIXED ILLUM'A' FOUNDATION PER C.O.R. STD PLAN 116.1 10 N 2ND ST 32+83.86 19.00' LT 14' NIA 38 120-277V TYPE'LEl' (SEE LUMINARIE SCHEDULE THIS SHEET) FIXED ILLUM'A' FOUNDATION PER C.O.R. STD PLAN 116.1 11 MEADOW AVE N 41+68.28 19.00' RT 14' NIA 38 120-277V TYPE'LEl' (SEE LUMINARIE SCHEDULE THIS SHEET) FIXED ILLUM'A' FOUNDATION PER C.O.R. STD PLAN 116.1 12 MEADOW AVE N 42+51.72 19.00' RT 14' NIA 38 120-277V TYPE'LEl' (SEE LUMINARIE SCHEDULE THIS SHEET) FIXED ILLUM'A' FOUNDATION PER C.O.R. STD PLAN 116.1 13 MEADOW AVE N 43+35.91 19.00' RT 14' NIA 38 120-277V TYPE'LEl' (SEE LUMINARIE SCHEDULE THIS SHEET) FIXED ILLUM'A' FOUNDATION PER C.O.R. STD PLAN 116.1 14 MEADOW AVE N 44+17.55 14.16' FIT 35' I14' 10' 14' 105/ 36 120-277V TYPE'LE2' I 'LE2A' (SEE LUMINARIE SCHEDULE THIS BHT) FIXED ILLUM'A' FOUNDATION PER C.O.R. STD PLAN 117.1 " POLE ID NUMBERING SHALL BE PROVIDED BY CITY AT THE TIME OF CONSTRUCTION AND INSTALLED BY CONTRACTOR. GPS COORDINATES INFORMATION SHALL BE PROVIDED BY CONTRACTOR AND ADDED TO AS -BUILT PLANS. ?k HLENGINEERING P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineenng (858) 581-0754 " """, a'�Po?a�,['70a"WoA7Gde 48 et •$ +crs-ry �ABNAL6 AS -NOTED X0fl6pR"'O'aeii,as, pAH "wR E DATUM N0. REVISION BY DATE APPR ^°^^^^^' E""'IX41°'N"Y RU ING Engineering -Essentials -Delivery 1>uws5,lnxEAAENUENORTN SUUESW SBME WA HMTON M W P.9NS)29 710 F'.(206) 2357111 CITC RENTON PROJECT NO.: 24004 DRAWN BY: Author ENGINEERED BY: Designer STREET LIGHTING FIXTURE SCHEDULE E3.00 STREET LIGHT WIRING NOTES: 1. CONTRACTOR TO COORDINATE PROVISION AND INSTALLATION OF GROUNDING, NEUTRAL, AND POWER CABLING REQUIREMENTS WITH THE INFORMATION SHOWN ON THIS SHEET, WITH THE CITY OF RENTON, AND WITH STANDARD DETAILS ON SHEETS CB-7.31 AND CB-7.41. T-411608 IN COMPLIANCE WITH CITY OF RENTON STANDARDS jehavez 10/15/2020 TRANSPORTATION OPERATION cbarnes 10/21/2020 CITY O CITC HEADQUARTERS 2020.10.11 RENTON 1300 BRONSON WAY N, RENTON WA 98057;;,'E" Plonning/BnilEing/Pob6o Works Dept. STREET LIGHTING FIXTURE SCHEDULE e zs 58 co 7 O 0 W H rmk LE2A TO BE ORIENTED 90 DEGREES FROM LE2 EXISTING COBRAHEAD STREET LIGHT a.� F7 LE2A,,. LEI BRONSON WAY N - STREET LIGHTING 1"= 20'-0" P.O.Box Seattle,le, WAA 98 98108 plq� Patrick@hl.engineenng HLENGINEERING (858)581-0754 A. RAN,p•, of d �G 48fiet •$ Fcas-rva� /GNAL6 EXISTING COBRAHEAD STREET LIGHT I GENERAL NOTES• A. EXISTING STREET LIGHTS ARE IOSW OOBRAHEADS ON 30FT POLES WITH SIFT MAST ARMS, U.O.N. LIGHTS ARE CALCULATED AS SIGNIFY GPLM-64L530NI B. STREET REFLECTANCE ASSUMED AS 20%. C. LAMP LOSS FACTOR ASSUMED AS 0.90. DIRT DEPRECIATION FACTOR ASSUMED AS 0.89. 1'.li101IIF-1fli! \1dG\Si!1I1 (EIa L7Z0111ILI q ul q AFR • NON -INTERSECTION: • MINIMUM: 1.3 FOOTCANDLES (FC) • UNIFORMITY: 4:1 • INTERSECTION: • MINIMUM: 1.5 FOOTCANDLES (FC) • UNIFORMITY: 4:1 • CROSSWALK: • MINIMUM: 0.8 FDOTCANDLES (FC) • UNIFORMITY: 4:1 LIGHT POLE AND JUNCTION BOX CONCRETE STD PLAN 120 ON SHEET CBI EXISTING COBRAHEAD STREET LIGHT :1:1610 FYt70 \§7_vakiK4 1[killFA 1413 a (0:I ilaL4c" • NON -INTERSECTION: • MINIMUM: 1.3 FOOTCANDLES (FC) • UNIFORMITY: 1.6:1 • BRONSON & MEADOW INTERSECTION: • MINIMUM: 1.9 FOOTCANDLES (FC) UNIFORMITY: 1.2: 1 • BRONSON &GARDEN INTERSECTION: • MINIMUM: 1.0 FOOTCANDLES (FC) • UNIFORMITY: 2.0:1 • BRONSON & MEADOW CROSSWALK: • MINIMUM: 1.6 FOOTCANDLES (FC) UNIFORMITY: 1.4:1 • BRONSON & GARDEN CROSSWALK: • MINIMUM: 0.8 FOOTCANDLES (FC) • UNIFORMITY: 1.5:1 RU WING Bgirieering-Essentials-Delivery nas WUlUKE AVENUE NOeax-RATE M s'Ame Wrap NN3T3V P P:(M) UN7100 B D061 M All CITC RENTON PROJECT NO.: 24004 DRAWN BY: Author ENGINEERED BY: Designer BRONSON WAY N - STREET LIGHTING E3.01 STREET LIGHT WIRING NOTES: 1. CONTRACTOR TO COORDINATE PROVISION AND INSTALLATION OF GROUNDING, NEUTRAL, AND POWER CABLING REQUIREMENTS WITH THE INFORMATION SHOWN ON THIS SHEET, WITH THE CITY OF RENTON, AND WITH STANDARD DETAILS ON SHEETS CB-7.31 AND CB-7.41. T-411609 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O jchavez 10i15i2020 TRANSPORTATION OPERATION cbarnes 10/21/2020 �MAP I AS -NOTED °°"' �IANroCITY OF CITC HEADQUARTERS UNAIAN PAR --- RENTON 1300 BRONSON WAY N, RENTON WA 98 BWR DATUM NLL� STREET LIGHTING PHOTOMETRICS FM1FO' � •*� Plonning/Building/Public Works Dept. NO. REVISION BY DATE APPR AAP^ S0APIX01°'""' BRONSON WAY N INI��i CB-10.01 SMEM 30 w 58 co r r 7 O 0 W H (n Ld ry a c� 0 Q w _ U rmk EXISTIRG COBRAHEAD STREET LIGHT WITH EXTENDED IS' ARM GARDEN AVE N - STREET LIGHTING I j I. = 20'-0• GENERAL NOTES: A. EXISTING STREET LIGHTS ARE 105W COBRAHEADS ON 30FT POLES WITH 5FT MAST ARMS, U.O.N. LIGHTS ARE CALCULATED AS SIGNIFY GPLM-641_530NW-G2-R3M. B. STREET REFLECTANCE ASSUMED AS 20%. C. LAMP LOSS FACTOR ASSUMED AS 0.90. DIRT DEPRECIATION FACTOR ASSUMED AS 0.89. GARDEN AVE N LIGHT LEVEL REQUIREMENTS: • SIDEWALK: • MINIMUM: 0.3 FOOTCANDLES (FC) • UNIFORMITY: 6:1 • INTERSECTION: • MINIMUM: 0.8 FOOTCANDLES (FC) • UNIFORMITY: 6:1 FIL HLENGINEERING P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineeling (858) 581-0754 GARDEN AVE N CALCULATED LIGHT LEVELS: • SIDEWALK: • MINIMUM: 0.2 FOOTCANDLES (FC) • UNIFORMITY: 3.2:1 • GARDEN & N 2ND INTERSECTION: • MINIMUM: 0.7 FOOTCANDLES (FC) • UNIFORMITY: 2.0:1 A R4W. of wAs �O 48501 •$ FcrsTea� /ONAL6 NO L� ALL LIGHT POLE AND JUNCTION BOX CONCRETE PER STD PLAN 120 ON SHEET CEE7.41 F7 .< ,. ,... ,. 1... V,>4.' V... V... RU WING I:ngirleering-Es Mials-Delivery nu WE KE AVENUE NUeEx-SUM M YATiIE. WASH NGI )N" P: ImB UN7100 R AUX M All CITC RENTON PRQIECT NO.: 24004 DRAWN BY: Author ENGINEERED BY: Designer GARDEN AVE N - STREET LIGHTING E3.02 STREET LIGHT WIRING NOTES: 1. CONTRACTOR TO COORDINATE PROVISION AND INSTALLATION OF GROUNDING, NEUTRAL, AND POWER CABLING REQUIREMENTS WITH THE INFORMATION SHOWN ON THIS SHEET, WITH THE CITY OF RENTON, AND WITH STANDARD DETAILS ON SHEETS CB-7.31 AND CB-7.41. T-411610 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING TRANSPORTATION OPERATION CM jchavez 10/15/2020 cbarnes 10/21/2020 �INGIONED AS -NOTED °°' "' CITY OF CITC HEADQUARTERS DRANK PAH --- RENTON 1300 BRONSON WAY N, RENTON WA 98 BWR DATUM NLL STREET LIGHTING PHOTOMETRICS FM1FO' •*Plonning/Building/Public Works Dept. REVISION BY DATE APPR AAP^ s"""Po1°'""' GARDEN AVE N IB>f�i CB-10.21 SHEET, 31 w 58 co 7 I O 0 W H Cn LLJ ry a Q LLJ _ m w w o� za n o HLENGINEERING a o I■�''I■� '` 1 EXISTING COBRAHEAD STREET LIGHT WITH EXTENDED 15' ARM N 2ND ST - STREET LIGHTING t 1 11= 20'-0• P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineeling (858) 581-0754 pX R4A'.9p� A�A!- of 00 d i �O 48fint •$ F0/sTeaWO /GNAL6 1471 GENERAL NOTES: A. EXISTING STREET LIGHTS ARE 105W COBRAHEADS ON 30FT POLES WITH 51FT MAST ARMS, U.O.N. LIGHTS ARE CALCULATED AS SIGNIFY GPLM-64L53ONW-G2-R3M. B. STREET REFLECTANCE ASSUMED AS 20%. C. LAMP LOSS FACTOR ASSUMED AS 0.90. DIRT DEPRECIATION FACTOR ASSUMED AS 0.89. N 2ND ST LIGHT LEVEL REQUIREMENTS: N 2ND ST CALCULATED LIGHT LEVELS: • SIDEWALK: SIDEWALK: • MINIMUM: 0.3 FOOTCANDLES (FC) MINIMUM: 0.2 FOOTCANDLES (FC) • UNIFORMITY: 6:1 UNIFORMITY: 2.7:1 • INTERSECTION: • GARDEN A N 2ND INTERSECTION: • MINIMUM: 0.8 FDOTCANDLES (FC) SEE GARDEN AVE CALCULATION • UNIFORMITY: 6:1 • MEADOW SE N 2ND INTERSECTION: • SEE MEADOW AVE CALCULATION ALL LIGHT POLE AND JUNCTION BOX CONCRETE PER STD PLAN 120 ON SHEET CB-7.41 RU WING Engineering-Esserdials-Delivery nu WLmnrcE AVENUE NUerx-wHE M YAT11EWASNNNR" P: ImN UN7100 f: DUN M All CITC RENTON STREET LIGHT WIRING NOTES: 1. CONTRACTOR TO COORDINATE PROVISION AND INSTALLATION OF GROUNDING, NEUTRAL, AND POWER CABLING REQUIREMENTS WITH THE INFORMATION SHOWN ON THIS SHEET, WITH THE CITY OF RENTON, AND WITH STANDARD DETAILS ON SHEETS CB-7.31 AND CB-7.41. PROJECT NO.: 24004 DRAWN BY: Author ENGINEERED BY: Designer N 2ND ST - STREET LIGHTING E3.04 T-411611 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING TRANSPORTATION OPERATION jchavez 10/15/2020 O cbarnes 10/21/2020 AS -NOTED "' CITY OF CITC HEADQUARTERS FAH --- RENTON 1300 BRONSON WAY N, RENTON WA 98 BWR DATUM STREET LIGHTING PCHOTOMETRICS FM1FO' •*NLL Plonning/Building/Public Works Dept. N 2ND ST N0. REVISION BY DATE APPR AAPN N""'IX41°'N"' IN>s�i CB-10.31 Amm, 32 w 58 co r r 7 O 0 W H (n Ld ry a c� 0 Q w _ n MEADOW AVE N • STREET LIGHTING 1•=20-W GENERAL NOTES: A. EXISTING STREET LIGHTS ARE 105W COBRAHEADS ON 30FT POLES WITH 51FT MAST ARMS, U.O.N. LIGHTS ARE CALCULATED AS SIGNIFY GPLM-64L530NW-G2-R3M. B. STREET REFLECTANCE ASSUMED AS 20%. C. LAMP LOSS FACTOR ASSUMED AS 0.90. DIRT DEPRECIATION FACTOR ASSUMED AS 0.89. MEADOW AVE N LIGHT LEVEL REQUIREMENTS: • SIDEWALK: • MINIMUM: 0.3 FOOTCANDLES (FC) • UNIFORMITY: 6:1 • INTERSECTION: • MINIMUM: 0.8 FOOTICANDLES (FC) • UNIFORMITY: 6:1 A HLENGINEERING P.O. Box 81211 Seattle, WA 98108 patrick@hLengineeling j858j 581-0754 MEADOW AVE N CALCULATED LIGHT LEVELS: • SIDEWALK: • MINIMUM: 0.2 FOOTCANDLES (FC) • UNIFORMITY: 3.8:1 • MEADOW & N 2ND INTERSECTION: • MINIMUM: 0.9 FOOTCANDLES (FC) • UNIFORMITY: IA:1 A R4W. of wAs �G 1 48 01 •$ Fcr /GNAL6 RU WING 5Vtx Bring-EsseMia ls-Oalivery nu WL KE AVENUE NOR,x-RITE RR s'Ame, WranwGTDN" P: (M) MsnOu P: lARsl M All CITC RENTON PRQIECT NO.: 24004 DRAWN BY: Author ENGINEERED BY: Designer MEADOW AVE N - STREET LIGHTING E3.03 STREET LIGHT WIRING NOTES: 1. CONTRACTOR TO COORDINATE PROVISION AND INSTALLATION OF GROUNDING, NEUTRAL, AND POWER CABLING REQUIREMENTS WITH THE INFORMATION SHOWN ON THIS SHEET, WITH THE CITY OF RENTON, AND WITH STANDARD DETAILS ON SHEETS CB-7.31 AND CB-7.41. T-411612 IN COMPLIANCE WITH CITY OF RENTON STANDARDS OEVELGPMENI ENGINEEHINGO TRANSPORTATION OPERATION jchavez 10/15/2020 CbafneS lO/21/2020 - ��AS-NOTED °°"' CITY OF CITC HEADQUARTERS DRANK PAH --- RENTON 1300 BRONSON WAY N, RENTON WA 98 BWR DATUM NLL STREET LIGHTING PHOTOMETRICS FM1FO' •*Plonning/Building/Public Works Dept. NO. REVISION BY DATE APPR AAPN R"""`p°'N"' MEADOW AVE N rRrf�i CB-10.41 AIDE, 33 w 58 GENERAL NOTES ELECTRICAL LEGEND FMATMOTMOT101TO FWAV961► 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2017 NATIONAL ELECTRIC CODE $ SWITCH, SPST, 20A, 120/277V AND ALL STATE AUTHORITIES HAVING JURISDICTION. 2, MINIMUM CONDUCTOR SIZE: ALL CIRCUIT HOMERUNS AND ALL CONDUIT-ANOWIRE CIRCUITS SHALL BE NI2 AWG UNLESS OTHERWISE NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS. PC CEILING MOUNTED DAYLIGHT HARVESTING SENSOR —SENSOR SWITCH ;#CMR—ADC 3. ALL PULL CORDANIRE PROVIDED FOR EMPTY RACEWAYXONDUIT SYSTEMS SHALL HAVE A MINIMUM STRENGTH OF COUNG MOUNTED SENSOR WAFT OCCUPANCY CONTROL ALONG WITH DIMMING 2W LBS TENSILE STRENGTH. ALL EMPTY CONDUITS SHALL HAVE A PULL GORD. PS CAPABILITY FOR DAYLIGHT HARVESTING. SENSOR —SENSOR SWITCH ®CMR—PDT—ADC 4. THE ELECTRICAL CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY SUCH FEES AS MAY BE NECESSARY FOR INSPECTORS TESTS AND OTHER SERVICES NECESSARY FOR THE COMPLETION OF THEIR WORK OS M CEKJNG MOUNTED OCCUPANCY SENSOR SWITCH jCMR—PDT 9 5. THERE SHALL BE NO SPLICES OF WIRING INSIDE PANELBOARDS OR DISCONNECT SWITCHES. ONLYONEWIRESHPLL TV— PROVIDE JUNCTION BOX IN WALL WITH1" CONDUIT TO NEAREST BE TERMINATED TO Arvv SINGLE LUG ON ACIRCUIT BREAKER. ❑TY AVAL43LE CEIMNG SPACE. SEE SECURITY SYSTEM DRAWINGS FOR WIRING 6. ALL WIRING AND CONDUIT SIZES SHALL BE BASED ON THE REQUIREMENTS OF THE B17 NATIONAL ELECTRICAL CODE. 7, PROVIDE LUGS AS REQUIRED FOR ALL ELECTRICAL EQUIPMENT TO ACCEPT THE SIZE AND NUMBER OF CONDUCTORS q) SIMPLEX RECEPTACLE, NEW 5-20R, 20A, 125V SHOWN IN THESE DOCUMENTS. AN W DUPLEX RECEPTACLE, NEMA 5-20R, 20A 125V 8. EXTERIOR CONDUIT RUNS MINIMUM 24' BELOW FINISHED GRADE. 9. Nrt ALL CONDUCTORS SHALL BETHWHHN UNLESS OTHERWISE INDICATED. TERMINATIONS SHALL BE RATED FOR T5 �In WP DUPLEX RECEPTACLE — "WP" DENOTES WEATHERPROOF, DEGREES C MINIMUM. DEVIATIONS SHALL COMPLY WITH NEC ARTICLE 110.141cj FOR EXACT EQUIPMENT BEING W GFI "GFI" DENOTES GROUND FAULT CIRCUIT INTERRUPTER PROVIDED. CH "CH" DENOTES ABOVE COUNTER HEIGHT 10, IT IS THE INTENT OF THESE DRAWINGS AND OTHER RELATED DOCUMENTS TO PRODUCE A COMPLETE AND QLMDPLEX RECEPTACLE NEMA 5-20R, 20A, 125V FUNCTIONING ELECTRICAL SYSTEM. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL AND OTHER SERVICES AS MAYBE NECESSARY TO ACHIEVE THIS PRODUCT ITSHALLBETHERESPONSIBILRYOFTHE �( CONTRACTOR TO BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES IN THE PLANS AND ® DUPLEX RECEPTACLE FLOOR BOX SPECIFICATIONS THAT WILL AFFECT THE WORK, PRIOR TO SUBMISSION OF HIS BID PRICE. Yl 11, THE CONTRACTOR SHALL GUARANTEE ALL HIS WORK AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE BY OWNER. QUAD RECEPTACLE FLOOR BOX ® DUPLEX CEILING RECEPTACLE OO TOO JUNCTION BOX CONDUIT RUN, CONCEALED, WALL OR CEILING O DATA OUTLET, SEE GENERAL NOTE 9 G PANELBOARD - RUSH OR SURFACE MOUNT AS INDICATED ON PUN SCHEDULE PLYWOOD TERMINAL BOARD, FOR TELEPHONE SYSTEM 4' % 8' X 31 UNLESS OTHERWISE NOTED, SEE GENERAL NOTE 33 GROUND CONNECTION Q DRAWING NOTE REFERENCE (I.E., NOTES BY SYMBOL) b CONTROLLED CIRCUIT �I{Il{I BATTERY BANK I� FUSED DISCONNECT SWITCH A AMPS kV KILOVOLT ACT ABOVE COUNTERTOP kVA KILOVOLT -AMPS WE ABOVE FINISHED FLOOR WAR KILOVOLT -AMPS REACTIVE AEG ABOVE FINISHED GRADE ON KILOWATT AIC AMPERE INTERRUPTING CURRENT kWH KILOWATT-HOUR AWG AMERICAN WIRE GAUGE L LENGTH BKR BREAKER LB POUNDS C CONDUIT LRA LOCKED ROTOR AMPS COW CLOSED CIRCUIT TELEVISION LTG LIGHTING CH COUNTER HEIGHT MCA MINIMUM CIRCUIT AMPACITY CRT CIRCUIT MCB MAIN CIRCUIT BREAKER OLD CEILING MH METAL HALIDE CU COPPER, CONDENSING UNIT MLO MAIN LUGS ONLY DC DIRECT CURRENT NIA NOTAPPLICABLE DIS DISCONNECT NEC NATIONAL ELECTRICAL CODE DPDT DOUBLE -POLE, DOUBLE -THROW NEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION EMS ENERGY MANAGEMENT SYSTEM NFPA NATIONAL FIRE PROTECTION ASSOCIATION EMT ELECTRICAL METALLIC TUBING NO. NUMBER EWC ELECTRIC WATER COOLER NIO,NIC NORMALLY OPEN, NORMALLY CLOSED FA FIREAL4RM OC ON CENTER FACP FIRE ALARM CONTROL PANEL OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION FLA FULL LOAD AMPS PF POWER FACTOR FT. FOOT, FEET PH PHASE G GROUND PROVIDE FURNISH AND INSTALL GA. GAUGE PVC POLYVINYL CHLORIDE GFCI GROUND FAULT CIRCUIT INTERRUPTER RLA RUNNING LOAD AMPS GND GROUND SPOT SINGLE POLE DOUBLE THROW GRS GALVANIZED RIGID STEEL BEST SINGLE POLE SINGLE THROW H HEIGHT TYP TYPICAL HID HIGH INTENSITY DISCHARGE UL UNDERWRITERS LABORATORIES, INC. HOA HAND -OFF -AUTOMATIC UO.N. UNLESS OTHERWISE NOTED HE HORSEPOWER V VOLT WAD HEATING, VENTILATING AND AIR CONDITIONING VA VOLT-AMPERE RZ HERTZ VAC VOLTS ALTERNATING CURRENT IG ISOLATED GROUND W WATT, WIDTH IMC INTERMEDIATE METAL CONDUIT WP WEATHERPROOF IN. INCH, INCHES WT WATERTIGHT, WEIGHT J-BOX JUNCTION BOX XFMR TRANSFORMER kcmil 1000 CIRCULAR MILS DRAWING INDEX DRAWING NO DESCRIPTION CB-10.51 LEGEND, GENERAL NOTES, DRAWING INDEX CB-10.61 SITE PLAN CB-10]1 SCHEDULES T-411613 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O jchavez 10/15/2020 AS -NOTED CITY OF CITC HEADQUARTERS 7940140TH AVE W,SUITE 302 qq,�[[,////``v�'i DJp 1300 BRONSON WAY N, RENTON WA 9805' LYNNWOOD, WA 98036 (j �' o... pJp RENTON ROBISON 2063643343TEL R uDATUM Planning/Building/Public (SERVICE CABINET ADDRESS TBD BY CITY CONTACT: DALLAS ANDERSON ... X•P DJA ,��,01 9�Building�Public Works Dept. OF RENTON) ENGINEERING, INC ADILLBX' io / NO. REVISION BY DATE APPIR ...o.� pJp 2020.10.11 CB-10.51 M 34 ' 5f 11614 STANDARDS v�'gryOF9N SAS —NOTED ar� CITC HEADQUARTERS " zozo.l o.i I °JA CITY OF 1300 BRONSON WAY N, RENTON WA 98057 1940140TH AVE W, SUITE 302 RENTON LYNNWOOD, WA 98036 ROBISON 2063643343i °�" �� DATUM Planning/Building/Public (SERVICE CABINET ADDRESS TBD BY CITY CONTACT: DALLAS ANDERSON ..... '�� DJA ^�� g�Building�Public Works Dept. OF RENTON) CB-10.61 ENGINEERING, INC Igyl, F ' NO. REVISION BY DATE APPR ...o.� DJA ""'"'�'AL �` 35 ' 5f 0 c) (LMELEML� � n m51L, 0RMnm E o 0RMPLm o cw mn ti ® w o .. % o Erin Lou Design Ilc 206.473.2332 4631 S Austin St. erin@erinlaudesign.com Seattle, WA 98118 www.erinlaudesign.com RESIDENTIALZONE I I COMMERCIAL ZONE ._._._._._._._._._._._._,5'�"SB--- - -- 0-010S.6.------------- GARDEN AVE N LANDSCAPE PLAN a 10' 20' 40' 80, E N0)5 w IN COMPLIANCE WITH CITY OF RENTON STANDARDS CITY OF CITC RENTON 2020.05.04 AS —LADED RENTON 1300 BRONSON WAY N, RENTON WA 98057 caao �� DATUM oC "` Planning/Building/Public works Dept. B-11.01 NO. REVISION BY DATE APPR �oa� LANDSCAPE PLAN smm 37 or58 REMOVE NURSERY STAKE, IF CENTRAL LEADER NEEDS TO BE STRAIGHTENED OR HELD ERECT, IT IS ACCEPTABLE TO ATTACH A }" X 8' BAMBOO POLE TO THE CENTRAL LEADER AND TRJNK `% RI POR TO MULCHING, LIGHTLY TAMP 501E AROUND THE ROOT BALL A 6" LIFTS TO BRACE THE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE 446 BEEN BAOCFILLED FOUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. ROOT BALL MODIFIED AS 4" LAYER OF MULCH. NO MORE THAN REWIRED P OF MULCH ON TOP OF ROOT BALL. (SEE SPECIFICATIONS FOR MULCW. NEW TOP301L. DEPTH VARIES. \ (SEE SOIL PREPARATION PLAN) i ORIGINAL SOIL. _q 'Il� III=III=11i111r III—ITT�L=Illil�_` '—III—III—III—III—III—III— —III—III— SECTION VIEW BOTTOM OF ROOT BALL RSTS ON EXISTING OR RCOMPAGTED SOIL. 1 TREE PLANTING Mn^ = r-o^ SHRUB_ F?A* 4" LAYER OF MULCH. NO MORE THAN I" OF MULCH ON TOP OF ROOT BALL. BEE SPECIFICATIONS FOR MULCH). FINISHED GRADE. MODIFIED SOIL. DEPTH VARIES. (SEE SPECIFICATIONS FOR SOIL MODIFICATION). ROOT BALL RESTS ON EXISTING OR RCOMPACTED SOIL. SECTION VIEW SHRUB — MODIFIED SOIL TYPICAL 4" GROUND COVER PLANT PLANTED AT NURSERY LEVEL TYP. PLANTING 601L � SLOPES VARY- SEE PLANS SPACING TYPICALLY 12-18" O.G.- SEE PLANT LEGEND N C50LJND COVER PLANTING DETAIL Erin Lou Design Ilc 206.473.2332 4631 S Austin St. erin@erinlaudesign.com Seattle, WA 98118 www.erinlaudesign.com PERMEABLE PAYERS I\ 1-I/ 3l4'=l.-o" ROOT BALL 4" HIGH X 6" WIDE ROUND - TOPPED SOIL BERM ABOVE ROOT BALL SUWACE SHALL BE CONSTRICTED PERIPHERY PRIOR TO MULCHING. LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL, SOIL. MIN 2" MULCH (TYP.) - FINISHED GRADE SCARIFIED 5UBGRADE CONCRETE PAVERS(ECA PRIORA) 3-1/6" THICK A5TM NO. 8,9 or B9 JOINT FILL. FLANTING NOTES: 6BNTIN3 I. ALL PLANTS SHALL CONFORM I A5TM No. 8 BEDDING, 2" DEPTH. WHALL Dc HADI IPA I CD ID "I Pw CNVIR4NI-ICNIAL o4NDI I wnn 2. OWNER OR LANDSCAPE ARCHITECT SHALL APPROVE ALL PLANT MATERIAL FOR QUALITY, CONDITION, AND SPECIFIED SIZES A5TM No. 51 BASE, 4" DEPTH, UPON DELIVERY TO SITE, 3. OWNER OR LANDSCAPE ARCHITECT SHALL FIELD VERIFY AND APPROVE LAYOUT OF ALL TREES, SHRUBS AND GROUND COVER$ PRIOR TO INSTALLATION. EXISTING CONCRETE SIDEWALK 4, ALL TREES TO BE PLANTED ACCORDING TO CITY CG FENTON CODE 4-4-010, EXISTING AGGREGATE BASE. 5- ALL SHRIBA TO BE PLANTED ACCORDING TO CITY OF RENTON CARE 4-4-010, ASTM No. 2 SUBBASE, MIN. 6" DEPTH. 6. ALL GROUND COVER TO BE PLANTED ACCORDING TO CITY OF RENTON CODE 4-4-010. OPTIONAL GEOTEXTILE/ WEED IRRIGATION BARRIER I. CONTRACTOR TO FOLLOW STANDARD SPECIFICATION FOR IRRIGATION SYSTEMS AS LISTED RENTON MUNICIPAL CODE 4-4-071), NATIVE/ UNDISTURBED SOIL. A. A PERMANENT BPLT-IN IRRIGATION SYSTEM WITH AN AUTOMATIC CONTROLLER SHALL BE INSTALLED, USED, AND MAINTAINED IN WORKING ORDER IN ALL LANDSCAPED AREAS OF INDUSTRIAL, COMMERCIAL AND MULTI -FAMILY DEVELOPMENT, AND SOIL& I. SITE PREPARATION AND PLANTING OF VEGETATION SHALL BE IN ACCORDANCE WITH BEST MANAGEMENT PRACTICES FOR ENSURING THE VEGETATION'S LONG TERM HEALTH AND SURVIVAL AND SHALL INCLUDE THE TILLING IN OF SPECIFIED TOPSOILS TO A DEPTH OF 12" AND MULCHING. SEE CITY OF RENTON MUNICIPAL CODE 4-4-01-J 2. ALL PLANTING AREAS TO RECEIVE 3-4" OF 3-WAY TOPPAIL INCORPORATED INTO EX191`I1*G SOIL AT A DEPTH OF 8". 3. ALL PLANTING AREAS TO RECEIVE A 3-4" TOP DRESSING OF FERTILE MULCH. IN COMPLIANCE WITH CITY OF RENTON STANDARDS moo. AS —NOTED O CITY OF CITC RENTON 2020.05.04 RENTON 1300 BRONSON WAY N, RENTON WA98057 NO caao �� M o Planning/Building/Public works Dept. CB-11.11 NO. REVISION eY DATE APPR oaOAM � DATULANDSCAPE DETAILS ."M 38 °r'58 vo l Lu ry W ~ L1 Q 0 S y W W(o Ic I Q,�> W I w PER STD. PLAN 201.00 U 31,BOLID LID PER 204.10 STA 30+56.22 7.57 LT RIM = 40.90 U _ IE(N)=33.00(8"N) IE(NE) = 36.90 (6" NE) IE (SW) = 36.70 IS" SW) OUTLET IE (W) = 33.00 (8" W) 0 50 45 40 35 30 iP 6" ROOF DRAIN W/CLEANOUT PER COR STD 226.0 STA 21+76.65 1300 BRONSON WAY NORTH CB TYPE PER STD PLAN 200.00 SOLID LID PER 204.10 STA 21+82.31, 29.47 LT RIM = 41.90 IE = 38.98 (6" N) IE = 38.98 (6" S) 6" ROOF DRAIN IE = 38.98 (6" W) ///� STA 22+08.68 41 50 \ CB TYPE 1 TIGHT LINE ROOF DRAINS CB TYPE 1 PER STD PLAN 200.00 TIGHT LINE ROOF DRAINS PER STD PLAN 200.00 TO STORM SYSTEM \. RIM =41.86 TO STORM SYSTEM SOLID LID PER 204.10 83 LF 6" DI, SLOPE =1.5% RLCONNE T TO EX. SO 80 LF 6" DI, SLOPE =1.5 % STA 22+95.86, 28.80 LT 6" ROOF DRAIN STA1+8 .11, 23.19' LT �� / \ RIM = 42.07.\ 6" ROOF DRAIN STA 23+g0.53 EE NOTE ifs SqE STA 22+56.86 IE = 39.18 (6" S) �'�/// , CLEANOUT PER IE=39.18 (8"W) rCLEANOUT PER �.A STACDR STD .86.0 r 6" ROOF DRAIN r 6" ROOF DRAIN I CTA STD 226.0 STA 22+59.86 1 1 1 STA 23+93.53 '\ STA 23+02.11 STA 23+47.47 11 LF 6" SD 110 LF 12"SD DI 93 LF 12"SO DI -V V-V-V-V v-v-V-V-V- �40.50 1 CB TYPE 2,48" DIA. -TA R D E N AVE N PER STD. PLAN 201.00 C PE 2 48" DIA STA 22+95.86,16.35 LT CENTERLINE RIM =40.95 RIGHT-OF-WAY PE N 2w�.c IE = 38.85 (6" E) (RIGHT-OF-WAY) STA 21+82:31, 16.35 +8LT L{9s'L"fi)----_------ 4 40I IE IE=34.35(12"N) IE 38.40 (6" E) IE 33.30 (12" S) IE p 33.30 (12" NW) 42 / /-CB TYPE ,y PER STD. PLAN 200.00 STA 23+90.53,16.35 LT RIM = 41.45 ------ IE -------N) ---- DRAINAGE PLAN - GARDEN AVE N 3S8- J3l3 3sd� X W(E -�- W(E)W(E) W(E)V V-V-V-V-V a \ SEE SHEETS CB-2.01 - CB-2.51 FOR TOP:OF CURB, GUTTER, 6" ROOF DRAIN 6" ROOF DRAIN 6" ROOF DRAIN 6" ROOF DRAIN 6" ROOF DRAIN 6" ROOF DRAIN PROPERTY LINE PROFILES STA 21+70.65 STA 22+08.68 STA 22+56.86 STA 23+02.11 ST.423+47.47 STA 234.53 GND=41.90 GNlj=41.90 GND=41.90: GND=42.67 GND=42.38 GND=42.40 ELEVATION -AT _________ _ ______ _____ ___________ IE =_39.36:_ _ _ IE=i 39.48 <:-IE= 40.20 _:___ IEc 39,37 . IE40,05 IE = 4070 - TOP OF CURB, TYP SEE CURB RETURN_- __ :----SEEDURB RETURN PROFILE FOR CONT. PROFILE FOR CONT. _ IRR,DW,FW�'�pT 1635 LT___,_ 6 TIGHTLINE (DIP) SEE SHEET B-5.23 FOR CB TYPE 1 SLOPE:=1 5% . v ERTICAL ALIGNMENT SEE PLAN 0 .................i................ : 6eTIGHTLINE(DP) ..__._......_..0._3 CLEANOUT LF 12" Wbl$H. , SEEPLAN SLOPE=1.5% :CB TYPE : STA 23+93.53 SO CB TYPE CB TYPE2 SEE PLAN SLOPE=5.2% :SEE PLAN IE=40.75 NOTEEi'MINRVER� AL : CLEARANCE AT ALL CROSSINGS SLOPE�0.8% GND=42.40 SLOPE' 0.8% SEE PLAN ED 0 D U B I E� IV' 4218 Meridian Ave N did Beadle, WA 98103 Lony@dubinenv.com Environmental (206) 898-0057 0 0 0 0 N + V N N N DRAINAGE PROFILE - GARDEN AVE N SCALE: HORIZ 1"=20' VERT 1"=5 NO. REVISION 0 n N SAS -NOTED P10X`"` "'O °"^°°' CITY O '� RENTON ATM DATUM Planning/Building/Public Works Dept. F NER ONE INCH NOTES: 1. SEE ARCH FOR ROOF DRAIN DETAILS. ALL ROOF DRAINS TO INCLUDE FILTER PER CDR STD PLAN 263.40. 2. CLEANOUTS PROVIDED EVERY 100' PER COR DESIGN STANDARD. CLEANOUTS WILL BE INTEGRATED INTO ROOF LEADER AT SIDEWALK, IF POSSIBLE. OTHERWISE, SEPARATE CLEANOUT SHALL BE PROVIDED IN SIDEWALK ADJACENT TO A ROOF DRAIN, SEE CC-8.17, DETAIL 1. 3. TIGHT LINE MINIMUM COVER>= V PER CDR 2017 SURFACE WATER DESIGN MANUAL, TABLE 4.2.1.A2. 4. SEE RMC 4-3-050S FOR PIPE SPECIFICATIONS, INCLUDING ACCEPTABLE JOINTS. 5. CONTRACTOR TO LOCATE EXISTING SO LATERAL LOCATION AND DEPTH BEFORE ORDERING NEW CB. ALIGN INLET WITH CURB AND MAKE PIPE CONNECTION CONSISTENT WITH RMC 4-3-050S. PROVIDE SUBMITTAL SHOWING PIPE/CB CONNECTION ANGLES.IF CONNECTION ANGLES TO TYPE 1 CB ARE NOT FEASIBLE, INSTALL TYPE 2 CB INSTEAD. 6. PSE SHALL DESIGN ELECTRICAL CONDUIT IN GARDEN AVE N WITH ADEQUATE HORIZONTAL AND VERTICAL SEPARATION. 50 45 I- w 40 (n 35 LJJ a_ 30 J ,) cn R-411626 0�_ IN COMPLIANCE WITH CITY OF RENTON STANDARDS Lil DEVELOPMENT ENGINEERING jchavez 08/28/2020 O Q :D 0 0 CITC RENTON 1300 BRONSON WAY N RENTON, WA 98057 STORM DRAIN PLAN AND PROFILE TE "i020.07.02 L J _ (> F-- �K. ._W: CC-8.11 """ 39 - 58 (� N NET cio Lu i II I „ I L) I � I a ��'I✓ 0 LF 6" SO DI >I� UT 1F=39.65)- CB VIDE iI- 0 PER STD PLAN OO.00 Q SOLID LID PER 04.10 16 LF 6" �J A 51+31.61, 26632 LTi - S➢(E7�- S➢( Stl ➢(EYT;-- ss(E>� SS(E>-- !sliE( 671-(33SS- u IE (OUT)=39.70 (6"S)ii� ~_ CB1€1'PE1I (, �ER STD PLAN 00.001 OLID LID PER04.101 $TA 51+31.61, 6 7 LT, I RIM 1.34 IE (IN) = 39.79(By S) IE (OUT) - 39.79I(6" E) II J� II EI9i E11111 35 Kim I - 4 j.65 = 41'.48 = 3�.65 41;.65 -41�15 = 3965 = 3448 b BIORETENTIO NON-INFILTRATI G INLET, 2' OPENING CDR STD 262 WITH PRE -SETTLING 808 SF (771X210.5. 77X 10.5 PER COR STD 262.30 r 6" PVC PERF SIX (6) IN TOTAL 7 1 I UNDERDRAIN / C = 42.15 C = 41.87 TM = 39.65 BG = 37.48 TC 42.15 C 41.67 = 39.65 BG 37.48 TLET COR STD 2¢2.40 1 = 40.40 IEI-37.48(6"N) IEOU=37.48(6"W) CB TYP'q PER STD N 200.00 SOLID LID R204.10 STA 52+26.87, 6.45 �T RIM = 411.73 IE OUT=40.60(6 N) IE IN = 40.60 I6" E, 1 L' GRATE - 41.92 TROUGH = 41.42 GRATE = 41.70 TROUGH =41.20 26 LF-6"DI TO EX. CB 11 LF 6"DI(OUT IE=39.95) STA 59+91 9A / I fi 42 LF 6" DI 6" ROOF DRAIN STA 52+09.94 - 6" ROOF DRAIN SS LAT 6" PVC STA 51+77.91 CONN. TO EX. LAT AT MAIN STA 51+40.54 s � �11 I , - 7 150 LF TRENCH DRAIN "'so SLOTTED GRATE 6" TROUGH WIDTH. AVG. SLOPE 0.6% SEE SHEET CC-8.17, DETAIL 4 LF 6 DI u> ALLEY ➢ -� s➢ = E (Er -=� rSSLAT7 � �-CB 36 LF 6"DI TYPE 1 6" ROOF DRAIN PER STD PLAN 200.00 CONN. TO EX. LAT AT MAIN SOLID LID PER 204.10 6" PVC STA 53+03.36 STA 52+21.30, 6.28 RT CONN. TO EX. LAT AT MAIN RIM = 42.00 STA 52+69.55 IE IN = 39.60 (6" N,S) IE OUT = 39.60 (6" E) 6" ROOF DRAIN STA 52+58.05 150 LF TRENCH DRAIN II, OTTED GRA TE E�1 6OUGH WIDTH. AVG. OPE 0.8% SEE SHIEET CC-8.17, DETAI 4 II' II GRATE=43. TROUGH=42. i1 272 LF TRENCH D IN SLOTTED GRATE II H WIDTH. All LOPE 1.1% SEE SH CC-8.17, DETAIL 1 ,� GRATE =42.6 11, - S➢(E.; -t �E �- S E SS(ITROUGH = I- 21 LF 6" DI I' 6" ROOF DRAIN STA 53+93.05 SS LAT 6" PVC CONN. TO EX. LAT AT MAIN STA 54+17.24 6" ROOF DRAIN CONN. TO EX. LAT AT MAIN STA 53+48.72 DRAINAGE PLAN - ALLEY Iv - I� � 1 Iz X 1 CD 1 N 1 1 1 1 w CB TYPE 1 PER STD PLAN 200 1 RIM RECONNECT TOE SO STA 12+69.06, 19.7f LT SEE';NOTE A w \ �ME�1 SDCE� cE 9 'td EX. 12" SD PROFILE PER COR .......... ... _. ': ...... --. -- ..... i... ... a, _. .. i,, _... .1,... _. 1-------- ! ........ i ....... i .. _.... .. _. _.. ..... -. ... ....... RECORD DWG S 051314 '', 6" ROOF DRAIN AND 6" ROOF DRAIN!AND T ROOF DRAIN AND 6" ROOF DRAIN AND 6"''ROOF DRAIN 6" ROOF DRAIN AND 43 �F 6" SD DI TO', EX. CB CONN. TO EX. LATERAL CONN. TO EX. LATERAL 43 LF 6" SO DI TO'EX. CB STA 52+09.94 21 LF 6"SD DI TO EX. CB': .._....! SLOPEIO% ...;.._ SLOPE I.8°/ ROOF DRAIN STA 53+03.36 STA 53+4872 b , ._..._.. ..........',....SLOPE 2,0% ..._.. ..... i; .. ........ ..._._..... ..kpTERALSTA32+96:75- `r LAT1E=36.6N- STA51+77.91 _... STA 52+5$.OS STA 53+9305 _..... ..... LAT IE = 36.5+/-''. i I OUTLETIE=39.6 r ................. . '......... ........ ..... .... ......... ......... L..L..: ..._I.. I ._. ... ....... INLETIE 407 I - a .. INLETIE=39.7 CB TYPEI i J i_ SEE PLAN _ _ _pit _ �- - J _ 4 1- _ _ L IITS- ^�Ua ................. _____ ...- _ .._..«.� + -n ... .... ... .. ....... `\ .. .. SS LAT 6" PVC SS LAT 6' PVC ` EX. 8 SS PROFILE PER COR SS LAT 6" PVC CONN.: TO EX. LAT AT MAIN CONN. TO EX. LAT AT MAIN RECORD DWG S-051314 CONN. TO EX. LAT AT MAIN STA 51+40.54 STA 52+69.55 STA 54+17.24 0 0 0 _o K w h N I I R 'w`I 4218 Meridian Ave a ,d1a VBI1 V Seahle, WA 98103 Tony@dubinenv.Dom Environmental (206) 898-0057 (n N N N a n 0 DRAINAGE PROFILE - ALLEY 64; 45 35 30 0 0 NOTES: 1. SEE ARCH FOR ROOF DRAIN DETAILS. ALL ROOF DRAINS TO INCLUDE FILTER PER COR STD PLAN 263.40. 2. SEE RMC 43050S FOR PIPE SPECIFICATIONS, INCLUDING ACCEPTABLE JOINTS. 3. WHERE ROOF DRAIN LATERALS CROSS OTHER UTILITIES, MAINTAIN AT LEAST 1' VERTICAL SEPARATION OR USE ETHAFOAM PADS. 4. CONTRACTOR TO LOCATE EXISTING SO LATERAL LOCATION AND DEPTH BEFORE ORDERING NEW CB. ALIGN INLET WITH CURB AND MAKE PIPE CONNECTION CONSISTENT WITH RMC 4-3-050S. PROVIDE SUBMITTAL SHOWING PIPE/CB CONNECTION ANGLES. IF CONNECTION ANGLES TO TYPE 1 CB ARE NOT FEASIBLE, INSTALL TYPE 2 CB INSTEAD. 5. SEE SHEETS CB-2.01 THROUGH CB-2.51 FOR STREET CENTERLINE STATIONING CONTROL. TC = TOP OF CURB BC = BOTTOM OF CURB TM =TOP OF BIORETENTION SOIL MEDIA BG = BOTTOM OF GRAVEL LAYER CONDITION OF APPROVAL EXISTING SEWER STUBS MUST BE CCTV'D PRIOR TO CONNECTION TO ENSURE THAT THEY ARE IN GOOD CONDITION. IF SLABS ARE IN GOOD CONDITION, CONTRACTOR MUST LINE THE EXISTING STUBS. IF THE STUBS ARE NOT IN GOOD CONDITION, THE STUBS MUST BE REPLACED. I T W 3- ___J C) S-411610 (n R-411627 0�_ IN COMPLIANCE WITH CITY OF RENTON STANDARDS W DEVELOPMENT ENGINEERING WASTEWATER UTILITY jchavez 08/28/2020 O Ann Fowler 09/03/2020 O SAS -NOTED UO ^°°' CITY OF CITC RENTON °"mro 1300 BRONSON WAY N 'M RENTON DnruM RENTON, WA 98057 PHL P°""'N9/B°°°'Dy�P°°"` wDT (5 Dept STORM, SEWER PLAN AND PROFILE N0REVISION BY DATE APPRtll� "^^�' '`""''IX01°'""Y Al I V 0 Q LL I wh2020.07.02 = FELDEOOK wr CC-8.12 U 2wy all [1� CL11 4141 0111 I � I ill it II i 3 CB TYPE 2,I48"DIA. J I PER STD PLAN 201.00 OLIDLIDRER2E4.10—..——..—..—_—_— .—..—_—..—..—..—..—..—..—..—.. EB.TYPE.1—.. —.. —.. — I U STA 21+11.38, 6.25 RT CB TYPE 2, 48" DIA PER STD PLAN 200.00 D RIM 41.6± PER STD PLAN 201.00 SOLID LID PER 20410 E) We IE 36.2±(12"SW) ,,WIASSYMETRICAL w(E> V(E) W(E) V(E) STA42+76J)0, 15.66 RLc v:; W(E)— IE=36.2±(6"NE) RISER/GRATE RIM =41.41 STA 41+34 46 14 64 FIT IE = 39.41 (12" N) RIM = 4646 ME.ADOW.AVE N sarF--.JE=36.65j12' -- -- IE=36.65(12"NE) , v� w also az _SEE Nf4'1E #� .Lr 138 LF "SDI A0.^�— SDSD —SDSD SD—SDSD—SD 5 b2� / O� i w 22 LF 12"SO DI / / hF ..—..—..—.. f.—..—..—..—..—_—_—. ._.. —.. _.. —..—.. DRAINAGE PLAN — MEADOW AVE N _o K w h N I I 'w`I 4218 Meridian Ave V B I 1 V Seahle, WA 98103 Tony@dubinenv.Dom Environmental (206) 898-0057 (n N N N a n DRAINAGE PROFILE — MEADOW AVE N SCALE: HORIZ 1"=20' VERT 1"=5' w w N I I 1 W - CB TYPE 1 W �o PER STD PLAN 200.00 `iv v<E'�Mm'"' V `�' sa RIM =42.50 ' MESE)=40.4+1- I c SEE NOTE#2 W III. 1 SD(E SD(E «MCNmro AS —NOTED P13�`"'O wn9°' TD MF NER ONE INCH DATUM �PHL N0. REVISION BY DATE APPR "^^�' '`""''IX01°'N"Y III KIM LL9 35 MR AVI CITY OF RENTON Planning/Building/Public Works Dept. NOTES: 1. SEE RMC 4-3-050S FOR PIPE SPECIFICATIONS, INCLUDING ACCEPTABLE JOINTS. 2. CONTRACTOR TO LOCATE EXISTING SO LATERAL LOCATION AND DEPTH BEFORE ORDERING NEW CB. ALIGN INLET WITH CURB AND MAKE PIPE CONNECTION CONSISTENT WITH RMC 4-3-050S. PROVIDE SUBMITTAL SHOWING PIPE/CB CONNECTION ANGLES. IF CONNECTION ANGLES TO TYPE 1 CB ARE NOT FEASIBLE, INSTALL TYPE 2 CB INSTEAD. 3. CONTRACTOR TO POTHOLE TO DETERMINE EXISTING GAS MAIN AND SD LOCATIONS/ELEVATIONS BEFORE ORDERING CATCH BASINS. ADJUST IN FIELD AS NEEDED TO MAINTAIN MINIMUM CLEARANCES AS RED. BY CDR AND PSE. u R-411628 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Lil DEVELOPMENT ENGINEERING jchavez 08/28/2020 O 0 Q CITC RENTON 1300 BRONSON WAY N RENTON, RENTON, WA 98057 STORM DRAIN PLAN AND PROFILE 2020.07.02 LJ _ (> "�K: PAGE, CC-8.13 z: U) ry W Q 0 W U 0 LF 6"SO I OUT IE = 3 .65) CB TY E1 PER STD PLAN 20 .00 SOLID LID PER 20 .10 STA 51+31.61, 26.3 LT RIM = 4 .32 IE (IN) 39.70 (6" W) IE (OUT) = 39.70 (6 S) CB TY E 1 PER STD PLAN 200 00 SOLID LID PER 204. 0 sn(ErSTA 51+31. I RIM=4y IE (IN) = 39.79IT IE (OUT) = 39.79 (6" E t � NOTES: i O C 1. PARKING LOT, WALKWAYS, AND ALLEY GRADED TOWARD BIORETENTION. 2. CURB CUTS SIZED FOR 100 YEAR FLOW. 3. BIORETENTION SIZED TO MEET ENHANCED TREATMENTSTANDARD. 4. COR REQUIRES 6' SAND AND IMPERMEABLE LINER BELOW BIORETENTION FOR BIORETENTION CONSTRUCTION IN AQUIFER PROTECTION ZONE 1. T OPENING NON -INFILTRATING INLET, 5. ALL CONNECTIONS MUST BE WATERTIGHT. SEE RMC 4-3-050 FOR PIPE CDR STD 262 WITH PRE -SETTLING OUTLET COR 262 0 SPECIFICATIONS INCLUDING ACCEPTABLE JOINTS. PER COR STD 262.30 : 808 SF (77' X 10.51) RIM = 40.40 SIX (6) IN TOTAL IE IN = 37.48 (6" N BIORETENTION ELEVATIONS: TC = 41.65 IE OUT = 37.48 (6' W) TC = TOP OF CURB 6" PVC PERF. BC = 41.48 = 42.15 BC = BOTTOM OF CURB TM = 39.65 7AB UNDERDRAIN B -41.87 TM = TOP OF BIORETENTION SOIL MEDIA BG = 37.48 TM 39.65 BG = BOTTOM OF GRAVEL LAYER BG .48 TC = 41.65 --- - BC=41.15 TC-4215 9LF 6"DI TM = 39.65 BC = 41.65 G=37.48 _- ---------------------------- TM=39.65 ,❑ ❑ BG=37.48 SEE ENLARGEMENT FOR ELEV. CB TYPE 1 t LF 6" DI PER STD PLAN 200.00 _ 3l3 3sa- 3 VAR SEE LARCH FOR PLANTINGS 26 LF 6" DI TO EX. CB TYPE 1 CB STA 52+2128 (OUT IE=39.95) SOLID LID PER 204.10 VAR IN IE = 365 (6" E) STA 52+26.87, 26.45 LT p EX. CB IE - 35.77 (12" N) RIM = 41.73 ,. i6 LF 6"DI IE OUT=40.60(6"N) _ IE IN=40.60(6"E, W) �O ISO! SD<E� SD(Et _ § Y-- S➢(E� SD<E� S➢(E� S➢(E�- SD<E S➢(E� S➢(E SD(E� SD(E� SD(E� SD(E� SD(E S p p =_99T •�=�ST> SS(E SS(E� SS(E� SS(E� SS(E� SS(E SS(Er---SS(EimSS(E� SS(E� SS(E MPR�LLEvEMEABLE 6" PERF PVC cT( rn - cn LINER, 40 MIL PVC UNDERDRAIN 6" SAND BELOW CONCRETE BIORETENTION ENLARGEMENT 8" GRAVEL 1"=10, SEE ENLARGEMENT FOR ELEV. VAR VAR 4 c ° IMPERMEABLE LINER, 40 MIL PVC SEE LARCH FOR PLANTINGS FLONGITUDINAL SLOPE - 0.6 d ° ° INLET 18" BIORETENTION SOIL COR STD 262.60 - 6" PERF PVC UNDERDRAIN 8" GRAVEL J CONCRETE WALLS AND BOTTOM PER STRUCTURAL SEE COR STD 262.40 SET OPENING 0.75' ABOVE SOIL - e 4 ° ° e 0.75' f 6" SOLID PVC 6" SAND BELOW CONCRETE BIORETENTION SECTION - LONGITUDINAL T 111 = 2' CC-8.12 CC-8.13 _o K w h N I I 'w`I 4218 Meridian Ave a N ,d1a V B I 1 V Seahle, WA 98103 tony@dubinenv.Dom Environmental (206) 898-0057 V1 N N N a n SEE ENLARGEMENT FOR � VAR 18" BIORETENTION SOIL COR STD 262.60 CONCRETE WALLS AND BOTTOM PER STRUCTURAL BIORETENTION SECTION - NORTH 11 = 2, SEE ENLARGEMENT FOR ELEV. I- VAR I VAR SEE LARCH FOR PLANTINGS IMPERMEABLE 6" PERF PVC LINER, 40 MIL PVC UNDERDRAIN SEE CDR STD 262.40 SET OPENING 0.76 ABOVE SOIL 0.75, 6" SOLID PVC L 6" SAND BELOW CONCRETE 8" GRAVEL BIORETENTION SECTION - SOUTH 11 = 2, AS-NNONE 196* OTED v�z°",k:'"'°'°"n", ; CITY Or Nmro RENTON ATME TD DATUM �PHL Planning/Building/Public Works Dept. N0. 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WA 98057 STORM AND SEWER DETAILS — 1 — w U) W a_ _J U CII w Q W 02 = ZINO U X-8.15 F— NaT: AP:58 U T 0 AEG ED N CR N CRY a RZ rll snsoovm to ISOMETRIC XG 1 OALS �DOR PAGES ue um T SECTION A I SOLT NEAR CAPARBILITY IS REBATES ON ALL FIGURES VANED WELL NOTESAMEND UNLESS OFFERVASE SPECIFIED RICO AM WAR HOLES IN LEx THE FANNIE MAY ME AIRPORTS BLAME NEW WE GUAM OR HEAD CRT SCREW By BEING TAPPED OR OTHER APPROVED NUCLEAR ISM LOCATION OF ULLMANN HOLES VARIES ST MANUFACTURER IMPROVEMENTS 3 FEW WAGE DETAILS SEE STANDARDS PLAN ADS GO PUBLffWORK I RECTANGULAR VANED GRATE DEPARTMENT TABLE JOSPEH AN NTS 1 GAZ . 9/28,12US E UNDERDRAIN AGGREGATE MUSITOMPOST M SCREENED SOM FROELICH OTHER INERT MATERIALS AN COMBINATIONS THEREOF FROM SOURCES APPROVED By THE ENGINEER, TANDY HARD DURABLE PARTICLES FREE FROM ANCERENT GAMBLE THE MOSTERI MUST BE WASHED THOROUGHLY TO IMMUNE CLAC LOAM ALKALI ORGANIC MATTER AN OMER DELETERIOUS SUBSTANCES PARTICLES HANDS A SPECIFIC GRAVITY LESS THAN 195 MUST NOT EXCEED 1 0 PERCENT OF ME TOTAL WEIGHT AGENDA MATTER By SUMMETRIC TEST MUST NOT BE CUMAKER THAN THE REFERENCE STANDARD COLOR ASURGANIN PLATE NO US OPENING T21 UNLESS OTHER TM$ PROVE A GAMBLE CLEM TO BE HARMLESS G HONEYMOONS ILMIXTENTLONL MIX AMCHA ILBE A WELL BLENDE LLBLENDED OMGEN5 T040 PERCENT By OUSMIXTUREE COPOST UP UP AS T065PERCENT By OwTxsTKLssBELOW VOLUME MINERAL ATE FDA TABLE: MINERAL AGGREGATE GRADATION SPACED PERMENTRARRI us 10 10 78 TO AM RECENT US NO 100 PUT SHEFFERT US NO 40 2 TO 4 DESCENT Fw AGGREGATE PASSING THE NO GOT SINCE SIZE MUST SM NOR PLASTIC MINERAL AGGREGATE MUST BE ANALYZED BY AN ACCREDITED CAN WASTE COUPLING OR My SUPER DELINTERSEUGHTLATERIAL ADD ALL ME SIEVE SIZES NOTED W E TABLE TO ME LEFT, AND MUST MEET THE REQUIRED GRAZATIONG COMPOST TABLE: COMPOST IRRADIATION 2 INCH BREAKFAST RISEN BEFFENCENT BUNCH AM PERCENT PROPER 78KRCENT TABLE: SET MOD CHIP MULCH OMDATION COMPOST MUST SHUTTLE A MINIMUM 65 PERCENT By VOLUME FROM RECYCLED PLANT WASTE COMPENSATE OF WED DEBRIS COUP RESIDUES MATERVII IN WAS 173 SMULD COMPOST SITALL HAVE A MOISTURE CONTEND THAT AS NO VIVISLE FREE WATER AN FLAT PRODUCED WHEN OPENING— N GR ELOW 2S1 BUD A PH LOWER 0 AND AS sBw TOnuaODEnXEROX ARCURIST MUST MIN MULCH SHARP UP CAUSES GRALLY ARM COMPOST MUST SHUTTLE A MINIMUM 65 PERCENT By VOLUME FROM RECYCLED PLANT WASTE COMPENSATE OF WED DEBRIS COUP RESIDUES MATERVII IN WAS 173 SMULD COMPOST SITALL HAVE A MOISTURE CONTEND THAT AS NO VIVISLE FREE WATER AN FLAT PRODUCED WHEN OPENING— N GR ELOW 2S1 BUD A PH LOWER 0 AND AS sBw TOnuaODEnXEROX ARCURIST MUST MIN MULCH SHARP UP CAUSES GRALLY ARM NER AD HE ENT THE NET CAPITAL GRINDING OR INTENDED OF THE AGEREGGROUND EMOTIONS OF TREE 5 IT MAY CUBAN WOOD®-.,,TmsaDS,ANVIS,DLEAMOUNTSANSOIEFIBER DARK BRANCHES AND LEAVES BUT MAY NOT xx NTS 5 Alift PueAUNDERDRAIN AGGREGATE, <nP D., DEPARTMENT TMENTMENT BIORETENTION SOIL MIX, AND MULCH PGAZ 9/IB/2018 SPECIFICATION5 �� D U B I EL ' SER Meridian AveN did IV Seahle, WA 98103 Tony@dubinem.Dom Environmental (206) 898-0057 WIDTHURB MATCH MATCH DUTIES�r WIDTH GUERNSEY A COBBLES GUNDI UPPER ��CURF SEE Tom , COWORKER CA o OCT x8° .. APPLE GOITER AT CURB (SIT TO GETS" GUTTER SLOPE MALONE BUD r DPEOF CURS CUT PUN x. xLnuRen�wiMx�T SHALL mxa cr�wTT5R5Lartszfw AnDie rnGuiTEasLOe55=45x. 3 SGREMBED WASTES GAS BE V ENABLES PER WATCH NOR 1 LOT COULD PLC TO BE W THICK WITH 1 1 WIDE AT FACILITY BOTTOM CCOMPACTDpRETENTION SOIL ..RCOLECOTO90%�.w�PEDE NSITY AMEND WED E.aDeEs.TK�„xGTG,E NTS GENERAL NOTES: 1 AMEND NEW CURS AHD GUTTER TO EXASNG CURE AND COHEN WHEN EPDXY BUD DOWE CONNECTOR, w PRIMERIC avINEAFFING' CUMLINEREFER TOSUN MAN ,D „DFOREXPANSIONSORTDETAIL 2 2 SEE CONSTRUCTION PLAINS FOR SPECIFIC CHURCH REQUIREMENTS U ALTO DRAWINGIS MTNEARSTFI TxvnvmsroOPlAn9 28/20 8 1 Puent MEAT BIORETENTION - CURB CUT INLETS 262.30 D 9/z8/zDis e. DEPARTMENT GAZ CONFIGURATION ON SLOPING D OWNSPOUT WIW FILTER SEE DETAIL L ew :ON°� 10 MIN LE AT TRENCH WITH S. BEwEL P. MIN COMMITMENT TO STOW DRA N SYSTEM -GA GE MIN DO CLEA�GUT AT STD RMONENS.�MLLONYTE SscNTCIE RETAIL �10 MIN LEVEL TRENCH WITH � PERFORATED PIPE SEE NOTE II r—ACCUMULATION OR FEET GROUND PLAN VIEW OF PARCEL COMPACTED TOPSOI L W OTHER CLEAN FILL ON TOP BUD ELSE OF TRENCH PER WANT PERFORATED PIPE RECONSTRUCTION CLOUDY YET A elTABLE ((SQ}� PER AMID �S \ \ UNCE m 1 TOP CAP WASH RAiu Races ED TESscREE n `�lr�aA Mix ` MEASWMFDIGlIVp 6eLL _ TTFFILTER DETAIL MIN I ABOVE DEMOCRAT FILTER DETAIL Oa SECTION ALE 1 TRENCH THAT" TO BE 10 FEET IN LENGTH FOR EVERY 5 " MY Hone: F CONTRIBUTING AMBITIOUS FROM ceGAS ,MAY BE UP NOW URGED SURPLUS SURFACE ONWARREN THEREOF GENERAL NOTES;1 INS AMMON TRENCHES LIMITED TO ROM BY GAVE FROM SMILE FAMILY OR US GLEN HIDDEN OR TO CONTROL $ATTR ULATIONS FEW UNDERGROUND GUILDERS CONTROL e T P IN FaEINE MEAN LARGER THAN T.DDD PCMy MOSLEM NTS LARGER PIPE BUD SHOULD BE HUNGARY By A C IVIL ENGINEER * WE PERFORATED PIPE MAY NOR BE PLACED IN A CRITICAL AREA BUFFER Ex�ELE�FFTEE�x AN AN AECONDENSATION HUNG FDA FLIGHTS PROUCTREQUIREMENTS )SCAL6 ® mx✓mm5IN PUBUC W5TDF"PLAN '363.00 OREs PERFORATED STUB -OUT P^ D DEPARTMENT CONNECTION uGAZ 9/28/20108 I NOTES: 1 FLAME AND GUAM SMALL BE LOCKING AND GUAM SMALL BE BOLTED TO FLUME F��SH�L�NFORMTOWODOTSTAN��N sREFUSAL nxwLD sesPTO BE CATTLE IR(gBEEHIVE GRATE HOLDS SPUR FRANC cwMPic muuDRV PAST SMOUGH OR EQUAL SEE 2 MINIMUM STR�MED SEARLE COUPLES SMALL BE LARGER WAR MAXIMUM GRATE OPENING 3 ALL GUAM RINGS AND EXAMPLE SHALL BE SET IN MUSEUM IN ACCORDANCE WITH COMMAND SPECIFICATION ME 3 WEN APPLY MORTAR TO HAVE AND TSIDE OF ALL HONG MS RENTON MAN PALMER A -WHEN EQUAL wH NCONNEciTO xc TO ANE EXISTING PIPEW PIPE LEE A E ME A FABRICAE (CONNECTUM TED MAY COLLUM OF THE CAME R N COAL PAST WITH GUARANTEE ORMAL AS TIPE x�ca:DS NECCT a��. GENERAL NOTES: SU LO TT TEU CT E I�NCHMIN CLOPLAEEGBWES THINORFOs.MWESH.ILBENUMBEERFORMAINTENANCEACCENITS CEaFEMTEUCTUREw::ERASTERVM=mE=xEaTRORD.of.FRMaP :ATEE�N.E$$APPRAR.00Maw,I5 SEE CONSTRUGHBON PLUENS FOR SPECIFIC PRODUCT REQUIREMENTS UHLER 3 "EDRAWING 15 NFL TO SCALE i nDF"PIRA zbz aD D. N VRJPUBLICWORKS@IORETENTIOT -OVERFLOW OUTLET 9/28/20181 DEPARTMENT STRUCTURE GANZ APGGSI PLANUTINGUEDSUMPSTURBED UNLETTERED TURF REFER ACRES VEGETATION AVENUE I SEE NOTE I UIDISTURSE GRASS SUBSTRATES UNDISTURBED NATIVI I FS, il UNDISTART MISSOURI F4 ARACETWOA CHIP MULCH IS A AM PLAIN SO AS zxEawveF�D-rectawtTm A,� rmE6DEnHOPps'.AaEp ��LTSI C C UPC ET STANDS D FAVOR OPTION 1 - NO OISTORBANCE E, ], AND 0 - AMEND IN PLACE OR STOCKPILE AND AMEND 1 EDGE OR ARTURAT DP //��%��j ss FEED OR SM MULCH SEE AW I PLAIN E62 50 — rl-rH\ TI=rY llil-i TEF: FEF�II BETTE TELL IIlI 1 ARMS OF NO SIEMENS UP BE FENCED AND MOMENT LIFEGUARDS AND SOIL UP BE wmscreDFROM cexsm,cRcx IMPACTS IMPORTED SOMERSAULT iT',I ill OILINK GENERAL NOTENING DREPTI DEPTH)[COMPACTED 1 TV MEASURE SETTLED SEEM WATER SUFFSENTLY TO FULLY sAMPELL xsm T! — u, {� + !SONSTAL CAUSING EROSION Ems) FN. L IF IS Z. COMPOST TOMEETBUD .Fuxsex FD. SUBSOIL IS7 - -L n MINERAL P TURCULMIX TO BE TO PUN GTFMxSFPMOCOR WORKS ' ' TOPSOIL SEECOTTRUCSECIFY 12 PUBLIC WORKS SOIL AMENDMENT SECTIONS �GAZ 9/28/2018 1 i DEPARTMENT - AS —NOTED RRaeH":'�'x"oHT99' RENT NRDNMro °°G oRx.H TO M DATUM �PHL IF NOT ONE INCH N0. REVISION BY DATE APPR °^^�' '` JUST01°'NC" i" P,urtixc ZONES. ,F------------_ SEE BELOW _— _..WEI ' ®® 4 AGORADCHIPMUCH SEE FUT PLAIN I TOM WIDTH PE AT �E NOTE I RGEwAA E:�:D� DEPTHMIN _ / ;E:=sESIDEWKAax aINECApINE� N AIP�Ex/ ,I T L 9 „TRANSITION ZONE SOIL SO D IT SEE GTE PLUS T T- CLEM FIND AND UNCOMPKTEDABOARD T WHERE NOT CONFLICTING WITH UPON GET CLEARANCES OR PHILLIPS TREES MAY BE LOCATED IN BORETENTAN MOORE NOTE& BOTTOM SIC DTH TO SO RAI N AND INCREASE SIDE SLOPE TO I SH IV MALCOLM TO TREE TREES TO BE LAUGHED TROY PAPERS OF SENEGAL NOTES: 1 ALL PLANTS BUILD BE SELECTED WITH A MAS MUM MATURE HEARST NOT GREATER THAN SD -ACHES MCBRE WE TOO OF WE FAG MY ATUTH ME IMPORTED OF TREES AIDS ANCIENT SHRUBS 2 SEE BUD PLAINS EPA US 262 10 BUD 262 20 FDA SECTION READ OF BICTSETEMON BOOSTED E SEE THE CITY C F CRASH ANSI WATER DECIDE MANUEL UPPER MWOM) TABLE B 2 A A FOR A SELECTION OF ANSI WATER TOLERANT PLANTS ALKALI SPECIES ME ALLOWED WITH CITY REPEATERS. 5 PLANTS ADJACENT TO STREET DRIVEWAY OR SIDEWALK STALL BE SELECTED ABC SPACED TO ALLOW ANDREW TO VEHICLES AND NOT IMPEDE PEDESTRIANS Puui HAU BE NPAMOT C ENSURE CLEARA OMER AND nuPE w T$ OUTLETS,AND RPL w * CONTINUE MULCH FOR A MINIMUM OF ADEPT PAST THE TOP OF STOW ILLWATION OR TMTAJ_ COLUMBIA EDGING IF FACILITY I A ATTEMPT TO TURF * PLANTING GROW SHARON MINIMIZE COMMANDS UP ,mcN SUL Mx WINDS AD MUNEM MMNTVUNCE KCBsANNUAL STATUS ' 5. PEEMITTED unp oUIRING SOIL Puus POR SPE eiRCGPaOIECTDGE RREOuiaEUEmsWLY � C.wRO s)wnxxuALROuxTNCAREx°T PERTABLE PLANTING ZONESMOVEMENTS PERENNICALUSILIVERACHRUBEIRCHN ELEMENTAL PERENNIALS A LONG SHRUBS (PLANTS THAT DAN TELERATE STANDING PATENT NTS AT 4 N. '!UPPER NOTED, PUBINE SMPUN zbz5o DEPARTMENT SECTION VIEW 5LA: x ut WDRKS BIORETENTION PLANTING- °" " 9/1 8/2018 uGAZ GREEN ON BUSH TEBxRE F,E�ALAGGEETLDWERFL�E FACTEXT ILITY BOTTOM OFAc,urvemicu OCASTGx TOLERATE SYNDROMEsinxom LOWER SLOPE TO TOP OF LOADING � GRONxoeeveesesxxues DPPERSLEPE,FpEWALxGRADE 00o CENT, I WAS LL W 0— \_J U CIA) ITS R-411631 � 7 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Lil 1 DEVELOPMENT ENGINEERING O Q jchavez OS/28/2020 � CITY OF tvRENTON Planning/Building/Public Works Dept. 0 Q CITC RENTON ""iozo.m.oz LLJ 1300 BRONSON WAY N ^"°�°' _ RENTON, WA 98057 `D�NDND: () STORM AND SEWER DETAILS — 2 CC-8.16 � ART: � °f:58 U OPTIONS T (n ry W Q 0 Q LLJ a T T O (1) OPEN PICKHO( CASTIRONFRAMEALO COVER. SEE NOTE S— a a A• cuss T. ASPKALT. SEE NOTE a MEANOUT RISER, SEE NOTE 3 smL nGHr4s• aErvD care SOIL TIGHT PLAN VIEW GRAIN CMIN,FOR. ING OR \ DRAIN RAIN COLLECT ROOF DRAIN COLLECTOR PIPE, SEE NOTE t TOOVERFLOw 'y�f STRUCTURE OR STORM MAIN �PDN+I 4- o-va Dw 1FDDIP 15' DIP /_ PAVEDAREATTrP.) 1• COMPACTED SAND OR GRAVEL MINKFILL FOR ORAINS PERwsooTsua 1PIa) DRAINAGE, SEWER CLEANOUT NTS CC-8. COVER SECTION 16' PROPOSED RIGHT OF WAY 1' DEDICATION ' . I TVACATION I I FACE OF BLDG EXISTING GAq $$ERVICE TO BE ABANDOIY PURVEYOR) 6' ROOF DRAIN TELECOM (CTL) AND LATERAL TELECOM(COMCAST) 2N GAS SERVICE (PSE) I II I— ITT 2%SLOPE Il d ETHAFOAM PAD EXISTING 12" STORM (IF VCL NE 1'1 EXISTING 8' SANITARY NOTE: 1. EX. SANITARY AND STORM MAIN ELEVATIONS PER COR RECORD DWG S-051314. 2. USE ETHAFOAM PAD IF VERTICAL CLEARANCE BETWEEN LATERAL AND SEWER MAIN LESS THAN 1'. ESTIMATED VCL ASSUMES SPRINGLINE CONNECTION TO EX. STORM. 3. INSTALL TELECOM WITH AT LEAST V VERTICAL SEPARATION FROM STORM LATERAL. STORM LATERAL — PUBLIC ALLEY 1" =10' CC-8.12 CC-8.17 �� D U B I EL ' Seat Meridian Ave N JI III I V tony@, WA 98103 terry@dubinenv.com Environmental (206) 698-0057 Utility Specifications Sanitary Sewer Notes and Specifications THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER LTTILITY. 1. All work and Work material shall be in conformance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. A set of approved plans shall be kept on site at all times during construction. 2. The hours of work in the street right of way shall be per City specifications on Weekdays unless otherwise approved in writing by the Manning/Building/Public Works Department. An approved traffic control plan must be obtained prior to beginning any Work within public right of way. 3. All locafons of existing utilities shown are approximate and it shall be the Contractors responsibility to verify the true and Coned location so as to avoid damage or disturbance. 4. A pre -construction comerence and a 24 hour notice shall be required prior to starting new Construction. It shall be the contractor's responsibility to secure all necessary permits prior to starting Construction. (Inspection will be accomplished by a representative at the City of Renton.) R shall be the contractor's responsibility W notify the Public Works Inspector 24 hours in advance of backfilling all construction. 5. Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the Construction site. 6. It shall be the responsibllRy of the Contractor to obtain street use and any other related permits prior to any Construction. 7. Plans approved by the City of Ramon, Public Works Department shall take precedence over all other plans. 8. A Copy of these approved plans must be on the job site whenever construction is in progress. 9. The contractor shall provide the City of Renton with an as-buiR drawing of the sanitary sewer system, which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 10. Backfll shall be placed equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum density. These Compacted layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materials to Complete the fill over pipe shall be the same as described. 11. Open Cut road crossings for utility benches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted unless otherwise approved by PIN NTS 2 2 FEMALE RECEIVING FLANGE ALIOWSFOR WATERTGHT SEALING OF JOINTS Utility Specifications 12. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are noted on the plans. 13. All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on -site erosion after the Completion of Construction. 14. All pipe and appurtenances shall be laid on a property prepared foundation in accordance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the R2nbm Standard Mans & Specifcations. This shall include necessary leveling of the trench bottom or the top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be pea gravel 6Inches above and below the pipe. 15. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility. 16. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches above finished grade or must have minimum 2' diameter Concrete ring poured at grade. In paved area, Cover must slope in all directions W match paving. PLYWOODTOPKEEPS TRENCN CLEAN DURING CONSTRUCTION HEAVY DUTYLOAD BEARING STAINLESS STEELZ - FRAME c. LLTM SMOOTH PRECAST RBER REINFORCED T LONG XSIB' 0 CONCRETE POLYMER TRENCH BODY ANCHCRS ®18. O.C. RIGID METAL INSTALLATION BRACKETS ACCEPT " REBAR IDENTIFICATION_ABEL WITHFLCWDIRECTION II� 5 Y18' F85re'4 FRONT VIEW 4 cC_ CG8.17 AS —NOTED RIOWv. NNENONM/19°' MP Nmro TD DATUM �CH PHL IF NOT ONE INCIA N0. REVISION BY DATE I APPR '^^°NEIN vikZ AIX01INMY AVIIIIIIIIIIIIN CITY OF tvRENTON Planning/Building/Public Works Dept. R-411632 IN COMPLIANCE WITH CITY OF RENTON STANDARDS NNNN DEVELOPMENT ENGINEERING O jchavez 08/28/2020 CITC RENTON 1300 BRONSON WAY N RENTON. WA 98057 STORM AND SEWER DETAILS - 3 I— w co LILI L — \_J U PI U CC17 "`L` 45 °f:58 U J PROPERTY LINE �I SEE TYPICAL SECTION, SHEET CB-8.11 16, PUBLIC ALLEY 102' 11' 5' 12' BIO- 64' PARKING AREA TREE PER RETENTION LANDSCAPE PLANTER TREE PER PLAN LANDSCAPE PLAN FINISHED GRADE VARIES, 0.5% MIN 2% 1 1.5% Tl 171171 killi NTS SEE SHEET CC-8.13 FOR BIORETENTION PLANTER DETAILS CONIC SIDEWALK PER COR STD DETAIL 102 ECTRICAL SERVICE CONDUIT (PSE) ii VARIES, 4-5% SEE TYPICAL SECTIONS, SHEET CB-8.01 MEADOW AVE N Ai HLENGINEERING P.O. Box 81211 Seattle, WA 98108 (858}581-0754 Patrick Hansen -Lund, P.E. / Project Manager xp i� �%pF WpgyaCl A _ ppA g4,�4N�PCe Y S'F40NpL6HG� l0-))-2o2a 0 DATE ISSUE A 2019.09.16 LAND USE PERMIT APPLICATION B 2020.02.24 LAND USE MODIFICATION 1 2020.02.05 90% SITE PRICING SET 2 2020.03.13 50%CONSTRUCTION DOCUMENTS(VE) C 2020.05.04 CITY OF RENTON BUILDING PERMIT SET 3 2020.06.26 100%CD SET 4 2020.08.05 CITC REVISIONS 5 2020.08.05 VE REVISIONS D 2020.08.05 CITY OF RENTON BUILDING PERMIT CORRECTIONS E 2020.09.08 CITY OF RENTON CIVIL CONST PERMIT CORRECTIONS BUILDING PERMIT Drawn By: BR Checked By: PHL Directory. Sheet Size: 30" x 42' Project Name: CITC HEADQUARTERS Project Address: SITE PAVING NOTES: 1300 Bronson Way N. 1. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, OR FACE OF BUILDING Renton, WA 98057 UNLESS NOTED OTHERWISE. 2. PROVIDE AN EXPANSION JOINT AT ALL LOCATIONS WHERE CONCRETE WALK AND CONCRETE PAVEMENT ABUTS STRUCTURAL FOUNDATION, COLUMN OR WALL AND FIXED Sheet Title. OBJECTS. SITE PLAN 3. SEE SHEET A1.10 FOR ADDITIONAL PLAZA DETAIL AND INFORMATION. SHEET 46 of 58 Sheet Number: 11 CC-4011 10 5 0 10 20 Project Number: 24004 scale 1"=10' feet Date: Wall J I II I II I II I II I II EXISTING BUILDING i TO BE PARTIALLY I DEMOLISHED I I II w I J El I I II Q II I li ii I I CATCH BASIN INSERT PER i C.O.R. STANDARD DETAIL 216.30, TYP I I I I / i N II I SILT FENCE PER C.O.R. STANDARD DETAIL 214.00, TYP - � I / PROPERTY LINE, TYP MATCHLINE SEE SHEET CC-5.11 __------gRONSON WAY N TE$C NOTES: 1. APPROVAL OF THIS EROSIONISEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATIONILANDSCAPING IS ESTABLISHED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANTICONTRACTOR FORTHE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER A$ TO INSURE THAT SEDIMENTAND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAY$, OR VIOLATE APPLICABLE WATER STANDARDS. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE E$C FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT. 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN ATRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 10 5 0 10 20 scale 1"=10' feet HLENGINEERING P.O. Box 81211 Seattle, WA 98108 (858}581-0754 Patrick Hansen -Lund, P.E. / Project Manager p Y �W (y aF w!pF�VS4 C L A _ pA g4,�4Ni(yfiPCe Y S'F40NpL6HG� I�—II—WtY/ 0 DATE ISSUE A 2019.09.16 LAND USE PERMIT APPLICATION B 2020.02.24 LAND USE MODIFICATION 1 2020.02.05 90% SITE PRICING SET 2 2020.03.13 50%CONSTRUCTION DOCUMENTS(VE) C 2020.05.04 CITY OF RENTON BUILDING PERMIT SET 3 2020.06.26 100%CD SET 4 2020.08.05 CITC REVISIONS 5 2020.08.05 VE REVISIONS D 2020.08.05 CITY OF RENTON BUILDING PERMIT CORRECTIONS E 2020.09.08 CITY OF RENTON CIVIL CONST PERMIT CORRECTIONS BUILDING PERMIT Drawn By: BR Checked By: PHL Directory. Sheet all 30" x 42' Project Name: CITC HEADQUARTERS Project Address: 1300 Bronson Way N. Renton,WA 98057 Sheet Title TESC PLAN SHEET 47 of 58 Sheet Number: CC- 5F 01 Pmject Number: 2401 Date: W20.10.11 J F Z �4 100 COLLECTION POND PUMP TEMPORARY HOPE STORM DRAIN PIPE, TYP BAKER TANK OR APPROVED SETTLEMENT SYSTEMS PROPERTY LINE, TYP STABILIZED CONSTRUCTION ENTRANCE PER C.O.R. STANDARD DETAIL 215.10— MEADOW AVE N EXISTING DRIVEWAY TO USED FOR CONSTRUCTION ------------------------------------------ a DITCH CHECK DAMS 6" DUCTILE IRON PIPE CROSSING PER C OR STANDARD 20' 4 WHEEL WASH PER C.O.R. STANDARD DETAIL 215.00 CONNECT TO EXISTING STORM DRAIN CATCH BASIN IE _ —.—._.—.—.—. CATCH BASIN INSERT PER C.O.R. ALLEY —.—.—.—.—.—.—.—. _. _.._ STANDARD DETAIL 216.30, TYP DETAIL 217.40, TYP INTERCEPTOR SWALE PER C.O.R. STANDARD DETAIL 217.10, TYP ® HLENGINEERING P.O. Box 81211 Seattle, WA 98108 (858}581-0754 Patrick Hansen -Lund, P.E. 7 Project Manager Vil x NT i� %pF WAgyaCl y o SILT FENCE PER C.O.R. STANDARD.¢ - DETAIL 214.00,TYP 1 �S'F40NAL6H° �. io-Il-ww 1� 1� 1' I1• 1� 1 1�• 1� I11 1. 1\� J11 NOTES: 1. SEE SHEET CC-5.01 FOR TESC NOTES. 10 5 0 10 20 scale 1"=10' feet 0 DATE ISSUE A 2019.09.16 LAND USE PERMIT APPLICATION B 2020.02.24 LAND USE MODIFICATION 1 2020.02.05 90% SITE PRICING SET 2 2020.03.13 50%CONSTRUCTION DOCUMENTS(VE) C 2020.05.04 CITY OF RENTON BUILDING PERMIT SET 3 2020.06.26 100%CD SET 4 2020.08.05 CITC REVISIONS 5 2020.08.05 VE REVISIONS D 2020.08.05 CITY OF RENTON BUILDING PERMIT CORRECTIONS E 2020.09.08 CITY OF RENTON CIVIL CONST PERMIT CORRECTIONS BUILDING PERMIT Drawn By: BR Checked By: PHL Directory. Sheet Size: 30" x 42' Project Name: CITC HEADQUARTERS Project Address: 1300 Bronson Way N. Renton,WA 98057 Sheet Tile'. TESC PLAN SHEET 48 of 58 Sheet Number: CC-5.11 Pmject Number: 2401 Date: Wall J EXISTING i RIGHT-OF-WAY, TYP DEDICATED RIGHT-OF-WAY is . I el n I, I. PARTIAL BUILDING REMOVAL. SEE ARCH AND STRUCTURAL FOR ADDITIONAL INFORMATION •• •• �i I. �w r - \ e IT ��J a � , j p / ' yo P j m / / / /O / / CAUTIONII PROTECT IN PLACE EXISTING C.O.R. GROUNDWATER MONITORING WELL gRONSON WAY N ._.-..—.:._.. v HLENGINEERING P.O. Box 81211 Seattle, WA 98108 (858}581-0754 Patrick Hansen -Lund, P.E. I Project Manager a QQy�%O at�NtiAvyt O.nA Rf4 x� C,pCe Y S'��ONpL6HG� 10—II-2020 0 DATE ISSUE A 201909.16 LAND USE PERMIT APPLICATION B 202002.24 LAND USE MODIFICATION 1 2020.02.05 90% SITE PRICING SET 2 2020.03.13 50%CONSTRUCTION DOCUMENTS(VE) C 2020.05.04 CITY OF RENTON BUILDING PERMIT SET 3 202006.26 100%CD SET 4 2020.08.05 CITC REVISIONS 5 2020.08.05 VE REVISIONS D 2020.08.05 CITY OF RENTON BUILDING PERMIT CORRECTIONS E 2020.09.08 CITY OF RENTON CIVIL CONST PERMIT CORRECTIONS BUILDING PERMIT Drawn By: BR Checked By: PHL Directory. LEGEND: SITE DEMOLITION NOTES: Sheet sae: 30• x 42- 1. NO DEMOLITION WITHIN THE PUBLIC RIGHT-OF-WAY SHALL COMMENCE WITHOUT Project Name: REMOVE EXISTING PCC PAVEMENT PERMIT APPROVAL FROM THE CITY OF RENTON. C I TC 2. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ALL TEMPORARY HEADQUARTERS BARRIERS AND SECURITY DEVICES AS NECESSARY FOR THE PROTECTION OF THE FF REMOVE EXISTING BUILDING AND FOUNDATIONS ADJACENT PUBLIC IMPROVEMENTS WITHIN THE STREET RIGHT-OF-WAY. Project Addreaa: C 3. NO DEMOLITION OUTSIDE THE LIMITS OF WORK IS ALLOWED UNLESS NOTED REMOVE EXISTING AC PAVEMENT OTHERWISE ON THE PLAN. 1300 Bronson Way N. 4. THE CONTRACTOR SHALL COORDINATE THE REMOVAL, ABANDONMENT, AND/OR Renton, WA 98057 INFRASTRUCTURE TO BE REMOVED CAPPING OF THE EXISTING UTILITIES WITH THE APPLICABLE UTILITY AGENCY. 5. CONTRACTOR SHALL VERIFY THAT ALL TELEPHONE AND COMMUNICATIONS WIRES INFRASTRUCTURE TO REMAIN AND CONDUCTORS HAVE BEEN DECOMMISSIONED PRIOR TO REMOVAL OF COMMUNICATIONS AND TELEPHONE DUCTBANK CONDUIT AND VAULTS. Sheet Title. 6. DEMOLITION ASSOCIATED WITH ELECTRICAL LINES AND APPURTENANCES SHALL DEMOLITION NOT BE CARRIED OUT UNTIL POWER SOURCES TO THE ITEMS INDICATED FOR PLAN REMOVAL HAVE BEEN MADE SAFE. 7. CAP OR PLUG UTILITY SERVICES AT THE LIMITS OF EXCAVATION OR AT THE LIMITS OF DEMOLITION, UNLESS NOTED OTHERWISE. 8. REFER TO THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS FOR HISTORIC AND ANTICIPATED UNDERGROUND TANK AND CONTAMINATION REMOVAL PROCEDURES. 9. FOR ADDITIONAL ENVIRONMENTAL REQUIREMENTS DURING DEMOLITION, SEE SHEET A1.21. SHEET 49 of 58 Sheet Number: CC- 61101 10 5 0 10 20 Project Number: 24ON scale 11=10' feet Date: W20.10.11 J F Z a \ ° ° 4 EXISTING RIGHT-OF-WAY, TYP I III be k^ CLEAR EXISTING LAWN AND VEGETATION REMOVE EXISTING SHRUBS, TYPE EXISTING ALLEY UTILITY STRUCTURES AND PIPING TO REMAIN, TYP MEADOW r V E I V REMOVE EXISTING ONSITE LIGHT \ ".,I STRUCTURE AND ELECTRICAL CONDUIT & CABLING b -JE ? e 41'a a ° ° °° A .. °d . a .° Aa ° A° I • / °A 1 Ir A d a ° a / a 1. ° / 9 • d ° ° ° • • ° Aa , me. ° e" - e° A 9 d I A. r r A I 1 1 ° •1 °! t 4 /4 r r VA q r 9 a ° °a °A ° O °° ° A • a •_ d • A C" ° ° nl ° a a ° _ _ •° ° °A e ° ° ° "° a (S) CAPS r ° a � 4i' SEE SHEET CC-12.11 FOR SIDE SEWER RE -USE, ABANDONMENT, AND/OR RECONNECTION INFORMATION (TYPICAL 8 LOCS) �a e °< ° ° 1. a °9.. a I:°... 4• REMOVE EXISTING ONSITE LIGHT STRUCTURE, CONDUIT, AND CABLING .... 1- IA lj1a ° \I I; / A NOTES: 1. SEE SHEET CC-6.01 FOR SITE DEMOLITION NOTES AND LEGEND. 10 5 0 10 20 scale 1"=10' feet HLENGINEERING P.O. Box 81211 Seattle, WA 98108 (858}581-0754 Patrick Hansen -Lund, P.E. / Project Manager H^A's i�Q �%pF WAgyaCl A pA gec4Ni(y% Y S'140NpL6HG 0 DATE ISSUE A 201909.16 LAND USE PERMIT APPLICATION B 202002.24 LAND USE MODIFICATION 1 2020.02.05 90% SITE PRICING SET 2 2020.03.13 50%CONSTRUCTION DOCUMENTS(VE) C 2020.05.04 CITY OF RENTON BUILDING PERMIT SET 3 2020.06.26 100%CD SET 4 2020.08.05 CITC REVISIONS 5 2020.08.05 VE REVISIONS D 2020.08.05 CITY OF RENTON BUILDING PERMIT CORRECTIONS E 2020.09.08 CITY OF RENTON CIVIL CONST PERMIT CORRECTIONS BUILDING PERMIT Drawn By: BR Checked By: PHL Directory. Sheet all 30" x 42' Project Name: CITC HEADQUARTERS Project Address: 1300 Bronson Way N. Renton,WA 98057 Sheet Title DEMOLITION PLAN SHEET 50 of 58 Sheet Number: CC-6011 Pmject Number: 2401 Date: W20.10.11 J N 0 V SITE GRADING NOTES: 1. ALL GRADING SHALL CONFORM TO THE REQUIREMENTS OF THE PROJECT GEOTECHNICAL REPORT TITLED: "GEOTECH REPORT, PROPOSED BUILDING ADDITION PROJECT, 1300 BRONSON WAY NORTH, RENTON WASHINGTON" PREPARED BY GEOTECH CONSULTANTS INC., APRIL 26, 2019. 2. ALL SPOT ELEVATIONS ARE TO TOP OF PAVEMENT, GUTTER ELEVATION OR FINISHED GRADE UNLESS NOTED OTHERWISE. 3. TOP ELEVATION FOR ALL CATCH BASINS WITH SOLID COVER SHALL MATCH FINISH GRADE. 4. TOP ELEVATION FOR ALL VAULTS SHALL MATCH FINISH GRADE. SLOPE VAULT LIDS AS REQUIRED. 5. FOR ADDITIONAL RETAINING WALL SECTION AND PROFILE INFORMATION SEE STRUCTURAL AND ARCHITECTURAL DRAWINGS. 6. SLOPES PROVIDED ARE FOR REFERENCE ONLY, MATCH SPOT ELEVATIONS AND CONTOURS. 7. ENVIRONMENTAL REVIEW INFORMATION: A. AREA OF ENTIRE PROPERTY: 65,176 SF B. AREA OF WORK: 65,176 SF C. TOTAL EARTHWORK: CUT=900 CY (1,100 TONS); FILL=0 D. EARTHWORK SOURCE I DESTINATION: TBD 10 5 0 10 20 scale 1"=10' feet HLENGINEERING P.O. Box 81211 Seattle, WA 98108 (858}581-0754 Patrick Hansen -Lund, P.E. I Project Manager xp i� �%pF WpgyaCl A _ ppA g4,�4N�PCe Y S'F40NpL6HG� l0-))-2o2a 0 DATE ISSUE A 2019.09.16 LAND USE PERMIT APPLICATION B 2020.02.24 LAND USE MODIFICATION 1 2020.02.05 90% SITE PRICING SET 2 2020.03.13 50%CONSTRUCTION DOCUMENTS(VE) C 2020.05.04 CITY OF RENTON BUILDING PERMIT SET 3 2020.06.26 100%CD SET 4 2020.08.05 CITC REVISIONS 5 2020.08.05 VE REVISIONS D 2020.08.05 CITY OF RENTON BUILDING PERMIT CORRECTIONS E 2020.09.08 CITY OF RENTON CIVIL CONST PERMIT CORRECTIONS BUILDING PERMIT Drawn By: BR Checked By: PHL Directory. Sheet Size: 30" x 42' Project Name: CITC HEADQUARTERS Project Address: 1300 Bronson Way N. Rentorl 98057 Sheet Title GRADING PLAN SHEET 51 of 58 Sheet Number: CC -TO Pmject Number: 24ON Date: Wall BOT. E1_1_V.=/1.9' 42+00 \ a, 43+00 44+00 HLENGINEERING P.O. Box 81211 Seattle, WA 98108 (858}581-0754 Patrick Hansen -Lund, P.E. / Project Manager xpNT i� �%pF WpgyaCl A _ ppA g4,�4N�PCe Y S'F40NpL6HG� lo-jj-2o2a 0 DATE ISSUE A 2019.09.16 LAND USE PERMIT APPLICATION B 2020.02.24 LAND USE MODIFICATION 1 2020.02.05 90% SITE PRICING SET 2 2020.03.13 50%CONSTRUCTION DOCUMENTS(VE) C 2020.05.04 CITY OF RENTON BUILDING PERMIT SET 3 2020.06.26 100%CD SET 4 2020.08.05 CITC REVISIONS 5 2020.08.05 VE REVISIONS D 2020.08.05 CITY OF RENTON BUILDING PERMIT CORRECTIONS E 2020.09.08 CITY OF RENTON CIVIL CONST PERMIT CORRECTIONS BUILDING PERMIT Drawn By: BR Checked By: PHL Directory. Sheet Sba: 30" x 42' Project Name: CITC HEADQUARTERS Project Address: 1300 Bronson Way N. Renton,WA 98057 Sheet Tide. GRADING NOTES: PLAN 1. SEE SHEET Cl FOR SITE GRADING NOTES. SHEET 52 of 58 Sheet Number: CC-7011 10 5 0 10 20 Project Number: 2401 scale 1"=10' feet Date: 2o20.10.11 J 10 5 0 10 20 scale 1"=10' feet HLENGINEERING P.O. Box 81211 Seattle, WA 98108 (858}581-0754 Patrick Hansen -Lund, P.E. / Project Manager xpNT i� �%pF WpgyaCl A _ ppA g4,�4N�PCe Y T'F40NpL6HG� lo-jj-2o2a 0 DATE ISSUE A 2019.09.16 LAND USE PERMIT APPLICATION B 2020.02.24 LAND USE MODIFICATION 1 2020.02.05 90% SITE PRICING SET 2 2020.03.13 50%CONSTRUCTION DOCUMENTS(VE) C 2020.05.04 CITY OF RENTON BUILDING PERMIT SET 3 2020.06.26 100%CD SET 4 2020.08.05 CITC REVISIONS 5 2020.08.05 VE REVISIONS D 2020.08.05 CITY OF RENTON BUILDING PERMIT CORRECTIONS E 2020.09.08 CITY OF RENTON CIVIL CONST PERMIT CORRECTIONS BUILDING PERMIT Drawn By: BR Chei By: PHL Directory. Sheet Sba: 30" x 42' Project Name: CITC HEADQUARTERS Project Address: 1300 Bronson Way N. Renton,WA 98057 Sheet Title COMPOSITE UTILITY PLAN SHEET 53 of 58 Sheet Number. CC-11.11 Pmject Number: 24ON Date: 2o20.10.11 CASE DISK 1 0.4' p �1 d CB (TYPE 1 M-42.40' s I IE(S) 8-CON LU N� n > tiro d S e2 I v �p e^ 1 \ Ta5> \ e �e PH \\ M1� .�0 OVER OVER E N 114 S 0' 10' 20' 40' 80, IN LEGEND ee 40soCCPmu MA'1 Erewa�o oxmi Aim TAE, ueeoe Awo ortaee To ee im+o�,eo NOTE: THERE ARE NO TREES, SIGNIFICANT OR OTHERWISE EXISTING ON SITE. ONLY SHRUBS, GRASSES AND WEEDS CURRENTLY EXIST, AS NOTED ON PLAN_ CURRENT PLANNING Clark Close 09/02/2020 Erin Lou Design, Ilc 4631 S Austin St. Seattle, WA 98118 206.473.2332 erin@erinlaudesign.com www.erinlaudesign.com Certified Professional Horticulturalist 0 DATE ISSUE �r�i{,SFJfiNi�4LYRN FYI —I BUILDING PERMIT Dawn By: Checked By: Directory: Sheet Size: 30' x 42' Project Name: CITC HEADQUARTERS Project Address: 1300 Bronson Way N. Renton,WA 98057 Sheet Title: Tree Retention/ Removal Plan Sheet Number L1E00 Sheet 54 of 58 ProjectNumber: 24004 Date: 2020.05.01 02019 Rhodes Amhltecture+Light r ( I I /I \ MEADOW AVE N FT STREET } IC/ / -V / CLEARANCE, TIT. IC / \ mReCT IxP. / \ / MR CIVIL \ / � n G . i TV ITT • ay _WI 20 [FI 02 03 04 05 06 O) �8 09 10.e 11 m 12 13 214 15 16 5 17 �18 +f + + •••••°• ++ Tg SM 1 F l a A G OT a � o + m X '6 5 3 Fi°v+F1Dm eu26o •:''e2i.Biiv x '':`,,. ` 1 wEUT APE T. TYP 60TA 9 V MEETS IFEWIREYUNTS ]0 ITT GLESMA'IGE,xP \ T RR CIVIL/ \`� BIO�IF'ITIA`bFILANTIEW Y1PNUT WE S�L'�WOaCAPNa MRR L4EOBFAPING NURROW a wv, CIVIL vv 'I .•}}} : + +'+ + & 60 / 59 li 58 5) lv_ 55 54 513 52 jv 51 50 48 49 l v 4 �r4 43 y 42 41 40 9 38 3J 36 35 I .a••a•••• • ^ Y 'mom .," I A A R :•3 IT TT 7 .•:.. •:.:.IT IT ••: ::::::: w • — .TIVVT W ACCESS :::::::::. .. DE., -- - - --- ----- IV vl.vvv . ........... . TIFI ENCLO RE/ Q n - - TALL INLANS TRANSFO R FAT WHO AGAINST o ENCLOSURE I TALL SIRES C Z 0) PUBLIC ALLEY AGAINST CD N'I W — -- -- -- ITT ZJI }x • E NRN • e \ CLMCAYa VINE \ IT I I I I I I I I I\ i 13'00 BRONSON WAY N. \ C£CGAATIYE WICHTE pEI.IGX WALL DIiAILS N RARIIAKR ARLN. SEPA lE FER'llTl I I I I I I I I • R AN �A� L DlCLR1TI DETAILS 4 pL(MP11MR UR RIMDD WI A2R3RBI I 0.reNS VINE I I I I I I PEDESTRIAN LE L LIGHTING,ARCH. NNEENT } U'•/i'i';/TT „n/ /// / �i,j ,//L',, ✓,?>/,/,/j, ''�;�;i Li !/,�,/:j /// i/"/%/., ,'�% %j�i.; �2;7j L, / / '(. �>/// /�i ,>, i/�/;�/' /,'�'/i i�! ///� a d1 / HE IT STREET LKNI RR CIVILTRUST GNi, iYP / PER,EABLE /CLEARANCE, TTP, PAYEPS. FEE ARPL TTP. / i MR CIVIL —1 L RESIDENTIAL ZONE COMMERCIAL ZONE 15 0'sB 01-0FS.B. GARDEN AVE N I I REMOVE NURSERY STAKE, IF CENTRAL LEADER NEEDS TO BE STRAIGHTENED OR HELD ERECT, IT IS ACCEPTABLE TO ATTACH A I" X & BAMBOO POLE TO THE CENTRAL LEADER AND TRUNK t. ERLR Ty STREET LIGHT, TYP. MR CNIL PLANT LEGEND I BOTANICAL NASE) 0011HON NAME SIM CITY aFAc6G ACER IRIB'>CAIRIN' 2" CAL 25 MR RAN SCARAT BBITREL MM MARLV O IVARRCTIA F£RBICA 2" CAL B MR RAN MANAH PARRECIG) IN D TILIA DFURECO T 2" CAL ! RR MANCle fLInLELEAFLINDEVI) MN CUBIC* UHAE 3„ CAL ! MR RAN NN RECONIIS (EASTERN IN 0 CCRLISMAS N FERM1 (C-0WELAN <XEfRf) MN I ACTIVE CELIO BENT SIT 5 PAR FUAN (O>,IIO CENT JAPN£SE MARE) TALL IN PLANERS) 1lLANCNIER AUKF LIA 2„ GAL RR RW IERNCEBER2Y IN �n WERE SANUWNSUM (RED !V3 13 FURMAN �l FLOIERIN, CURLWT) CORTAS'ISANTI' ITS II FERPLAN (R9TWIG CKiHKI CHI 'SNDANCE' oa 25 PER PLAN MEXICAN CRAN3!) MICCWTWl Yd[Y JCIA' SG 17 MR RAN MAIDENGELLM) l 5RACHTGLO(PARTY l] DER RAN BUSHnI>GRITI 0 LAVANDULA'ANISILVER 12 P9 DER RAN (LAVIIDEIR Q TNWA TMRAI D AKIN' 5-6' 20 FER RAN AISOR/ITAE) NELLl MEANS 103UTIIOLIW A ® GOp6GIGAN XELLEBGfE) WE PERPLAN .-11e DRYCPIERI6 ERYTURMORA 1� 13 24 RR M1YI FERN) r��(AJPPM ACHIILL�EA1 MNNBXNE' IS201 RR MAN V (YA® Po US 55 RR PLAN RIPVI'NIITEI O CCRNW FALSE" 22 55 PAR RAN oNRI'I DPII' COED) O XOITA 'XALCYW' G 21 MR RAN ( CVTA) ANCLJS BLUE ARFE ID' 1228 FEW RAIN • 9ARC(CCOCCA FRAGRANT VALLEY' G 51 FEW RAIN hMEETEC%) ® IILICTOTRICIYII SIMKMIRINB G 2DE RR RAW 2LUE CAT GRANT ® MI SOFT CAREW G N MR RAN gCESSON GRAPE) CARX CAN, 2KKfLIV D A! TER PLAN JAPANEBE SEDfE) REU3 CALCTRCIDEB ART IS•OL, (CREEPFG CRA14E) SHENSI 71AX FREI' 4- WAS n°OG (CRANIMLLV ::•:::1, LIRKFE 6PCATA 4• 996 E• OG "•:::°° (LILT VAST) MYNCNII RPPB A. 252 b• O.C. CREEPING CREW lGRAM) CL01ATB ARWIDII ("REFORMS! CLETWDIW / 20 W Slh££T LIGHT :=' cLeARAvice.Ta. PLANTING NOTES: F£R CNIL STREET TTP ��i Pl W^ FEWER CIVIL 0' 10' 20' 40' 80' —PRIOR TO H LIGHTLY TAMP .pj�\Ild7r///y J/ LOTS AROUNDND THE RHE ROOT BALL IN SHPo1B_ LIFTS IN BRACE THE TREE. DO NOTT ROOT BALL. L. OVER COMPACT. EN THE PLANTING HOLE HAS BEEN 4" HIGH X e" WIDE ROUND - TOPPED BACROOT S POUR WATER AROUND 4" LAYER RE SURF BERM ABOVE ROOT BALL ROOT THE BALL TO SETTLE THE MULCH. MORE SHALL BE CONSTRUCTED SOIL. THAN I" OFF AROUND MULCH AROUNDD THE ROOT BALL. BERM ROOT BALL MODIFIED AS—, / ON TOR' O: ROOT SHALL BEGIN AT ROOT BALL REQUIRED 4" LAYER OF MULCH, NO MORE THAN BALL. (SEE PERIPHERY TYPICAL 4" GROUND COVER PLANT I" OF MULCH ON TOP OF ROOT BALL. SPECIFICATIONS PRIOR TO MULCHING. LIGHTLY TAMP PLANTED AT NURSERY LEVEL TYR. (SEE SPECIFICATIONS FOR MULCH). FOR MULCH) X F F F, „ SOIL AROUND THE ROOT BALL IN 6' LIFTS TO BRACE SHRUE. DO NOT OVER PLANTING SOIL NEW TOPSOIL DEPTH VARIES / FINISHED GRADE. COMPACT. WHEN THE PLANTING HOLE (SEE SOIL PREPARATION B {// HAS BEEN ACKFILLED, POUR WATER PLA IN.) ORIGINAL SOIL AROUND THE ROOT BALL TO SETTLE MODIFIED SOIL. THE SOIL. ............................. ' DEPTH VARIES. (SEE SPECIFICATIONS; FOR SOIL -III III rrr rr =III MODIFICATION) SLOPES VARY- SEE PLANS EXISTING SOIL. III III —III III —III III III III III —III ROOT BALL RESTS SECTION VIEW SPACING TYPICALLY - -III— — ON EXISTING OR 12-16" O.G.- SEE PLANT LEGEND RECOMPACTED SECTION VIEW BOTTOM OF ROOT BALL RESTS ON 501L. EXISTING OR RECO•IPACTED SOIL. P-1 TREE PLANTING P 2 S�IRUB - MODIFIED SOIL PIT. 1 C:ROUND COVER PLANTING DETAIL 0 L 314'=1'-0^ p=T 1 MIN 2" MULCH (TYPJ - FINISHED GRADE SCARIFIED SUEGRADE KL PLANTS SHALL CdigSl TO THE CUR$M AYERIGAN STANDARDS FOR NURSERY $TCOC AND SHALL BE HEALTHY, VGGMIIa AND WELL WRIED, WITH WELL DEVELOPED, RBIMJa ROOT SYSTEM, AND FRE FIN I DEAD ERNICNES AND RCOTO PLAN76 SHALL BE R8E FIFTY DAMKaE CAUSED BY TEMPERATJM EXTREME, LACK 6, OR EXCESS MOISTUFS, AND MECHANICAL L� SHALL BE WELL UNSTAPLED AND Q GOCD COLGI¢. PLANTS SHALL BE HAB� ED 70 CUTDOC R ENVIRCINPLANTSlLN — — — — 2. OWNER OR LANDSCAPE ARCHITECT STALL APPROVE XL PLANT MATERIAL Foe QUALITY, n4XV ITIION, AND SFECFIED SIZES JFD N DS IYERT TO SITE, 3, OWNER OUR LANDACAR ARCHITECT STALL FIELD VERIFY AND APPRDVS LAYOUT OF ALL MESA. SHIRES AND GROUND DICTUMS FRIOR TO INSTALLATIW. 4, KL TRIBES TO BE RANTED AGGOFOIIG TO CITY OF NENTW CODE 4-4-010 5 ALL SHIRES TO BE RANTED %-0FOII5 TO CITY OF RENTW CODE 4-4-410 6 ALL GIENAND VJVER TO W RANTED AGGCIAMG TO CITY OF RBITW CAPE 4-4-010 IRRAALRl I CO,ITRK.TgR TO FOLLOL STANDARD SFECIFICATIW FOR IRRIGATION SYSTEMS A5 LISTED F£MW MUNICIPAL CAPE 4.4.010), A YANENT A FERSIIILT-M IRRW SYSTEM IGATIWITH AN rtp A14TC ICON TALE LR SHALL BE NSTALLED, WED, AND MAINTAINED N 1011 G ORDER IN ALL LANDSCAPED AMAS CT RDUSTRIAL 02'1'ERCIAL AND MIILTI.FAsLT DEYELOTII TY AND LANDSCAPED C/FMW AREAS IN SINGLE FAYILY DIVISIONS B. TIE IINRIWTIW STSTEM SHALL FROVIDE TULL WATER COYER/Yd ' THE FLAMED AREAS ARCIFIED IN THE PLAN, C THE IRRIGATION SY57EM MAINTENANCE FRG'RAM EHALL MCLUDE SCHEDULED PROCEDURES FAR WNTFF IZATIW. D. LANDSCAPE AREAS TLATIRIIG WE HUNDRED FERCENT (CnI DR T-TOLERANT RANTS CR LATDACAPII3 ALFEADT ESTABLISHED WITHOrt IRRGATIW SYSTEMS ARE EXEMPT FRIX, IN6TALLATIW 6 A PERIANEM URINATION SYSTEM RR E DRICATT TOLERANT Rb4OSALS MUST FW VDE SUPPLETIENTAL MOISTURE SIT MEANS OF A CITT.AFFROVED TEMP0R4RT RRIGATI W SYSTEM RCR A PERIOD 6 NOT LES5 THAN YA) (2) YEARS. THE ADIIINISTRATOR &HALL HA14 THE CIV IW OT DITIWING THE APPRT/AL (TARE. REWIRRG A SCFEENRG FENCE, ETC) AN INSFECTI W WILL as REWIRED ONE YI OF TER FINAL INSF£CTIW TO ENSURE THAT TXE LANOBCARNG WAS BECOME ESTABLISHED. AN INSPECTION ME, PAID AT THE TRIE OF FERIIT APPLcATICIN WILL ee SECURED AND THE FEE ATawT WILL BE DETERMINED BY THE ACY11NIaTRATOR N S e�un I. SITE FPEPARATIW AND PLAMIIG 6 VEGETATIW &HALL WE N ACCOFANYE WITH BEST MANS TfrM PRACTICES FOR SHER G THE vEGElATI W5 LOYA TERM WEALTH AND FUJI AND SMALL INCLUDE THE TILLING IN OF SPECIFIED W TOF'MILa TO ADEFTH 0' 12 AND MULCHING. SEE CITY OF RENTW MUNICIPAL UAE 4-4-01-J 2. ALL RANTING AEA9 TO RECEIVE 3-4" OF 3-YNY TC£KOIL INCOWCRATEp WO EXISTING SOIL AT A DEPTH CIT D", 3. ALL RANTING AREAS TO RECEIVE A 3-4• T F F ESSNIG OF FERTILE TRLOI CURRENT PLANNING O Clark Close 09/02/2020 I ___Jk Erin Lau Design, Ilc 4631 S Austin St. Seattle, WA 98118 206.473.2332 erin@er'inlaudesfgn.com www.erinlaudesign.com Certified Professional Horticulturalist 5/1/20 RENTON BUILDING PERMIT SET Checked Directory: Sheet Size: Sao x 42" Project Name: C I T C HEADQUARTERS Project Address: 1300 Bronson Way N. Renton.WA 98057 Sheet Title: Landscape Plan Sheet NNrnber_ L1001 Project Number 24004 Date: 2020.05.01 I 1 02019 Rhodes Architecture J I I I CURRENT PLANNING O Clark Close 09/02/2020 NOTES 1. THIS PLAN IS DIAGRAMMATIC ONLY. VERIFY ALL DIMENSIONS AND ELEVATIONS IN FIELD, ADJUST EQUIPMENT LAYOUT TO SUIT FIELD CONDITIONS AND SITE CONSTRAINTS. 2. EQUIPMENT SHOWN IN PAVED AREAS OR OUTSIDE PROJECT LIMITS IS FOR GRAPHIC CLARITY ONLY. INSTALL IN LANDSCAPED AREA. DO NOT WILLFULLY INSTALL EQUIPMENT UNDER PAVEMENT OR OUTSIDE PROJECT LIMIT$. 3. ALL SLEEVES ARE 2" UNLESS OTHERWISE INDICATED. 4. DESIGN ASSUMPTIONS 50 GPM AT 70 PSI STATIC PRESSURE AT THE POINT OF CONNECTION. VERIFY IN FIELD. 5. ADJUST SPRINKLER ARC AND RADIUS AS NEEDED TO AVOID OVER SPRAY ONTO HARD SURFACES, WHILE MAINTAINING PLANT COVERAGE. 4218 SW Alaska St, Suite G Seattle, WA 98116 206. 933. 1257 ww W. rhodesarchitecture.com Tim Rhodes. RA. AIA . Architect REGISTERED ARCH /ITECCT Q DATE ISSUE RESOURCE INTEGRATED SITE WATER PLANNING 474242ND AVE SW Me SEKME 98116 W .RESOURCEISWP.COM 206419M668 a\111%gatioI, O V CID a 99' Col/DN ASSeC'`P THOMAS LANG 58178 50% CONSTRUCTION DOCUMENTS (VE) Drawn By: TK Checked By: Directory: Sheet Size: 30' x 42" Pmiect Name: CITC HEADQUARTERS Pmiect Address: 1300 Bronson Way N. Renton,WA 98057 Sheet Tide: Irrigation Plan Sheet Number: L3001 Sheet 56 of 58 1 1 1 0 10 20 30 feet e 2 () z 1" = 10' ® 2020 Rhodes Architecture+ Light J 6" DIAMETER ROUND VALVE SET BOX 2" ABOVE GRADE AT SHELF BOX, SEE SPECIFICATIONS. I SET BOX FLUSH TO GRADE AT LAWN. FINISH GRADE. SCH 40 PVC MAIN ICLINMTEI\lN 6" DIA. PVC PIPE EXTENSION, LENGTH AS REQUIRED. SCH 40 PVC MAIN LINE. � PVC MALE ADAPTER 4" WASHED DRAIN ROCK ONE PER SIDE PVC ISOLATION VALVE-PLM STANDARD DETAIL NTS FINISHED GRADE. DETAIL -FILE IIIWNIPPLE. K COUPLING VALVE AS _IFIED. TWO STAINLESS. NIPPLE, LENGTH AS REQ. STEEL CLAMPS. EEP LAYER OF 3/4" )SCARE CLOTHSHED ROCK. UP SIDES D VC SCHEDULE 80 1 /2" X 36" GALV STEEL PIPE.O THREE PVC SCH 80 ELLS.12" PVC SCHEDULE 80 NIPPLE. \ QUICK COUPLING VALVE IN BOX NTS 32a406.4314 SET BOX 2" ABOVE GRADE AT SHRUI SET BOX FLUSH TO GRADE AT TURF. VALVE BOX AS SPECIFIED WITH 6" EXTENSIONS AS REQUIRED. a a FINISHED GRADE SCH. 40PVC MAIN LINE. MALE ADAPTERS VALVE INLET SIZE. MASTER CONTROL VALVE NTS 40PVC MAIN LINE. 4" WASHED DRAIN ROCK 3264g6.23-65 O1 JUMBO VALVE BOX O2 FINISH GRADE O3 REMOTE CONTROL VALVE MODEL PER PLAN ® WATERPROOF CONNECTORS (2) 0 18-24" COILED WIRE © SCH 80 T.O.E. NIPPLE O7 SCH 80 NIPPLE ® MAIN LINE PIPE & FITTINGS 09 3/4" MINUS WASHED GRAVEL 10 PVC SLIP UNIONS @ ISOLATION VALVE AS SPECIFIED @ GEOTECHNICAL CLOTH UNDER GRAVEL --WRAP UP SIDES @ 4" CLEARANCE BETWEEN VALVE AND GRAVEL 14 PAVING UNIT AT EACH CORNER REMOTE CONTROL VALVE WITH S.O.V. NTS O FINISH GRADE/TOP OF MULCH O ROOT WATERING SYSTEM: AS SPECIFIED O SWING ASSEMBLY (INCLUDED) O 1/2" (1,3 CM) MALE NET INLET (INCLUDED) O PVC SCH 40 TEE OR EL © PVC OR POLYETHYLENE LATERAL PIPE O OPTIONAL SOCK (RWS-SOCK) FOR SANDY SOILS ® CANISTER --LENGTH AS SPECIFIED Og PLANT ROOT BALL NOTES: 1. POSITION 2 UNITS EVENLY SPACED AROUND PLANT. FOR NEW TREES PLACE NEAR ROOT BALL. 2. INSTALL PRODUCT WITH TOP EVEN WITH FINISH GRADE OR THE TOP OF MULCH. 4. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD 3/4" (1,9 CM) GRAVEL UNDER AND AROUND THE UNIT TO ALLOW FASTER WATER INFILTRATION AND ROOT PENETRATION. ROOT WATERING SYSTEM UTS INSTALL ASSEMBLY 1" TO 1 1/2"ABOVE FINISHED GRADE. DO NOT USE SIDE INLET. - HIGH POP HEAD. 1/2" MARLEX STREET ELL. BARB ELL X MIPT. LATERAL J LINE. PVC TEE (SXSXT) OR ELL. TO CURB WALK. NOTES 32S406.13-10 1. THIS PLAN IS DIAGRAMMATIC ONLY. VERIFY ALL DIMENSIONS AND ELEVATIONS IN FIELD. ADJUST EQUIPMENT LAYOUT TO SUIT FIELD CONDITIONS AND SITE CONSTRAINTS. 2. EQUIPMENT SHOWN IN PAVED AREAS OR OUTSIDE PROJECT LIMITS IS FOR GRAPHIC CLARITY ONLY. INSTALL IN LANDSCAPED AREA. DO NOT WILLFULLY INSTALL EQUIPMENT UNDER PAVEMENT OR OUTSIDE PROJECT LIMITS. & ALL SLEEVES ARE 2" UNLESS OTHERWISE INDICATED. 4. DESIGN ASSUMPTIONS 50 GPM AT 70 PSI STATIC PRESSURE AT THE POINT OF CONNECTION. VERIFY IN FIELD. 5. ADJUST SPRINKLER ARC AND RADIUS AS NEEDED TO AVOID OVER SPRAY ONTO HARD SURFACES, WHILE MAINTAINING PLANT COVERAGE. IRRIGATION SCHEDULE I SYMBOL MANUFACTURERIMODEMESCRIPTION ® ® ® ® ® Hunter PROS-12-PR5305' stripspray Es LCS RCS Cs SS Shrub Spray, 30 psi regulated 12.0" Pop -Up. Co -molded wiper seal with UV Resistant Material. 0 @ ® Hunter PROS-I2-PRS305'radius Q H r Shrub Spray, 30 psi regulated 12.0" Petri Co -molded wiper seal with UV Resistant Material. ®@ ® Hunter PROS-12-PRS308'radius 0 T H E Shrub Spray, 30 psi regulated 12.0" Pop -Up. Co -molded wiper seal with UV Resistant Material. (0000 Hunter PROS-I2-PRS3010'radius Q T H r Shrub Spray, 30 psi regulated 12.0" Pop -Up. Co -molded Wiper seal with UV Resistant Material. OI D 12 Q0 12 Hunter PRO&12-PRS3012' radius 0 T H TT TO E Shrub Spray, 30 psi regulated 12.0" Pop -Up. Co -molded wiper seal with UV Resistant Material. �� IQ I5 QQ Hunter PROS-I2-PRS3015'radius Q T H Tr To r Shrub Spray, 30 psi regulated 12.0" Pop -Up. Co -molded wiper seal with UV Resistant Material. Q Q Hunter PROS-I2-PRS3017'radius D H Shrub Spray, 30 psi regulated 12.0' Pop -Up. Co -molded wiper seal with UV Resistant Material. 04 ® ® 10 12 IS I) Hunter PROS-I2-PRS30 Adjustable Arc Shrub Spray, 30 psi regulated 12.0" Pop -Up. Co -molded wiper seal with UV Resistant Material. ® 9 ® ® Hunter PROS-PRS30-04-PCN zs 50 10 20 Flood Bubbler, 4.0" pop-up. ® E2 Hunter RZWS-18 025 ow 1T long RZWS with installed.25gpm or.50gpm bubbler options, ill" swing joint for connection to 1/T pipe SYMBOL MANUFACTURER/MODEL/DESCRIPTION Hunter ICZ-101-40-LF Drip Control Zone Kit. V ICV Globe Valve with V HY100 filter system. Pressure Regulation: 40psi. Flow Range:.5 GPM to 15 GPM. 150 mesh stainless steel screen. Hunter PLD-BV 112" manual flush valve, barbed insert. Install in 10" box, with adequate blank or "cobra" tubing to extend valve out of valve box. Area to Receive Dripline Hunter HDL-09-12-CV 12-CV: Hunter Dripline wl 0.9 GPH emitters at 12" O.C. Check valve, dark brown tubing wl black striping. Dripline laterals spaced at 12" apart, with emitters offset for triangular pattern. Install with Hunter PLD barbed or PLD-LOC fftings. SYMBOL MANUFACTURER/MODEL/DESCRIPTION Hunter ICV-G 1", 1-1/7, 2", and 3" Plastic Electric Remote Control Valves, Globe Configuration, with NET Threaded InletlOutlet, for Commercial/Municipal Use. Q Hunter H0 44LRC Quick coupler valve, yellow rubber locking rover, red brass and stainless steel, with V NET inlet, 2-piece body. w Nibco T-113-K Class 125 bronze gate shut off valve with cross handle, same size as mainline pipe diameter at valve location. SizeRange- 1/4" - 3" Hunter I11-1/2" 1", 1-1/2", 2", and 3" Brass Electric Master Valve, Globe Configuration, with NET Threaded Inlet/Outlet, for Commercial/Municipal Use. BF Back Flow Device 1-1/2" Double Check Valve Assembly, by others. © Hunter HCC-1600-M 16 Station Outdoor WI-FI enabled, full -functioning controller with touchscreen & one ICM-800 Module. Commercial Use. Metal Cabinet. ® Hunter EZDM EZDM decoder output module. Plug-in module converts any ICC2 controller to 2-wire decoder system (up to 54 stations maximum). ® Hunter EZDM EZDM decoder output module. Plug-in module converts any ICC2 controller W 2-wire decoder system (up to 54 stations maximum). ® Hunter WR-CLIK Rain Sensor, install within 1000 ft of controller, in line of sight. 22-28 VACNDC 100 mA power from timer transformer. Mount as noted. 10 Hunter HFR-07540 Fitter and Regulator Combo Kit. 314" MET inlet x FPT outlet filter with 150 mesh stainless steel screen. Pressure regulated at 40 PSI. Use to connect drip line area to adjacent spray zone. Application rates are similar. k1� Water Meter 2' Interior meter by others Irrigation Lateral Line: PVC Class 200 SDR 21 Irrigation Mainline: PVC Schedule 40 Irrigation Mainline: PVC Schedule 40 Interior, by others. Pipe Sleeve: PVC Schedule 40 vali cdom VaWNUMimr # # VarreR� # vWwaaa VALVE SCHEDULE NUMBER MODEL SIZE TYPE GPM PSI PSI fd POC PRECIP 1 Hunter ICV-G 1" Bubbler 9.00 34.11 42.56 2.15111 2 Hunter ICV-G 1-1/2" Shrub Spray 45.00 36.43 47.16 1.53 inlh 3 Hunter ICZ-101AO-LF 1" Area for Dripline 2.93 43.20 51.65 1.45 inlh 4 Hunter ICV-G 1" Bubbler 4.00 32.59 41.09 2.36 ii 5 Hunter ICV-G 1" Shrub Spray 18.08 33.71 43.80 1.51 iNh 6 Hunter ICV-G 1" Bubbler 5.00 33.12 41.68 2.15 i1 7 Hunter ICV-G 1-1/2" Shrub Spray 29.60 33.76 46.99 1.78 inlh 8 Hunter ICV-G 1" Shrub Spray 14.00 34.25 43.77 1.70 inlh 9 Hunter ICV-G 1-1/2' Shrub Spray 43.78 34.69 56.69 1.92 in h 10 Hunter ICV-G 1-1/20 Shrub Spray 42.96 36.15 57.74 1.48 iNh 11 Hunter ICV-G 1" Bubbler 12.00 34.68 2.18 i1 12 Hunter ICV-G 1-1/2" Shrub Spray 33.34 33.18 49.92 1.68 inlh 13 Hunter ICV-G 1" Shrub Spray 14.60 33.59 43.48 1.67 inlh 14 Hunter ICV-G 1-1/2' Bubbler 16.00 33.08 43.24 2.15 ii 15 Hunter ICV-G 1-1/20 Shrub Spray 27.42 34.39 47.87 1.75 iNh 16 Hunter ICV-G 1-1/2" Shrub Spray 31.44 33.30 48.38 1.81 inlh 17 Hunter ICV-G 1-1/2" Shrub Spray 32.51 33.33 47.28 1.99 inlh 18 Hunter ICV-G 1" Bubbler 8.00 34.00 42.77 2.22 ii 19 Hunter ICV-G 1" Bubbler 2.00 32.19 40.62 1.22 in h 20 Hunter ICV-G 1-1/2" Shrub Spray 38.10 33.71 48.58 1.45!Wh 4218 SW Alaska St, Suite G Seattle, WA 98116 206. 933. 1257 ww W. rhodesarchitecture.com Tim Rhodes. RA. AIA . Architect REGISTERED AARCIT /ITECCT Q DATE ISSUE RESOURCE INTEGRATED SITE WATER PLANNING 474242ND AVE SW N539 SEATTLE 98116 WWN.RESOURCEISWP. LOM 2064190558 a�rcl9atioq O vV CID a 99' 414lJDN ASSe C'XP THOMAS LANG 58178 50% CONSTRUCTION DOCUMENTS (VE) Drawn By: TK Checked By: Directory: Sheet Size: 30' x 42" Project Name: CITC HEADQUARTERS Project Address: 1300 Bronson Way N. Renton,WA 98057 Sheet one: Irrigation Plan Sheet Number: L3002 Sheet 57 of 58 1/2" POLYETHYLENE FLEXIBLE TUBING, LENGTH AS REQUIRED. 1 1211 SHRUB SPRAY W/FLEX PIPE 326403.29-14 0 10 20 30 feet W Cz 0 1"=10, 02020 Rhodes Architecture+ Light -i PVC MAINLINE TYPICAL VALVE, FILTER, PRESSURE REGULATOR. TYPICALOFFSET T FROM HARDSCAPE, 4' FROM PLANTED AREA TYPICAL OFFSET 2" FROM TYPICAL LATERAL HARDSCAPE, 4" MOM PIPE FROM VALVE PaNTED!pEp ASSEMBLY, SIZE\III PER PLAINS. POLYETHYLENE OR PVC SUPPLY HEADER, SIZE AS PER HEADER SIZING CHART. F. IM MIMI BEELINE SPACING AS - NOTED. TYPICAL TECHUNE TUBING LATERALS WITH EMITTER SPACING AS NOTED. STAPLE (TLS6) AT ALL TEES, ELLS, AND AT 5' O.C. AT CLAY, 4' O.C. AT LOAM, OR 3' O.C. AT SAND. MANUAL LINE FLUSHING - VALVE PLUMBED TO EXHAUST HEADER, AS FAR FROM THE SUPPLY HEADER AS POSSIBLE. FLUSHING VALVE AT EA F EXHAUST END. END FEED EXAMPLE CENTER FEED EXAMPLE 1 TYPICAL HUNTER HDL DRIP LINE REQUIREMENTS PLD MAXIMUM LENGTH OF SINGLE LATERAL (FEET) DRIPPER SPACING 12" 18" 24" DRIPPER FLOW 0.26 0.4 0.6 0.9 0,26 0.4 0.6 0.9 0.6 0.9 RATE (GPH) 15 127 109 86 65 177 151 120 91 152 116 w 25 427 325 256 194 604 459 361 274 458 348 0 35 539 409 322 244 763 579 456 346 580 440 0. =d 45 618 469 369 280 877 664 523 397 666 506 PLD FLOW PER 100 FEET DRIPPER 0.26 GPH DRIPPER 0.4 GPH DRIPPER 0.6 GPH DRIPPER 0.9 GPH DRIPPER SPACING GPH GPM GPH GPM GPH GPM 12" 40,00 0,67 61.00 1.02 92.00 1.53 18" E 26.67 0.44 41.00 0.68 61.00 1.02 24" N/A N/A 31.00 0.51 46,00 0.77 SUPPLY AND EXHAUST HEADER SIZING CHART UNLESS NOTED ON PLANS ) STEPI: ADD LENGTH OF ALL TECHUNE LATERALTUBING CONNECTEDTO THE HEADER. STEP2: DIVIDE THIS TOTAL LENGTH BY 100 TO INDICATE THE LENGHT IN UNITS OF 100. STEPS: LOCATETHE GPM THATAPPUES FOR EACH UNITOF 100 FEET LENGTH ON THE CHART 'TECHUNE FLOW PER 100 FEET'. MULTIPLYTHIS GPM NUMBER TIMES THE UNITS OF 100 FEET FOR THE TOTAL GPM AT THIS HEADER. STEP 4: SIZE THE HEADER WITH THE FOLLOWING: 1 TO GPM: 314" HEADER. 6 TO 10 GPM: 1-HEADER. 10 TO 20 GPM: 1 1/4' HEADER. 20 TO 30 GPM: 1 1/2" HEADER. PLD GENERAL GUIDELINES FOR WATERING TIME 20'X14' JUMBO PLASHe- TURF SHRUB & GROUND COVER TYPICAL START CONNECTION VALVE BOX. ON EXHAUST HEADER. CLAY LOAM SANDY CLAY LOAM SANDY TOTAL LENGTH OF TECHUNE TUBING DIPPER FLOW (GPH) 0.26 0.4 L 0.26 0.4 0.6 IN THIS AREA CAN NOT EXCEED THE 2-ABOVE GRADE AT MAX. LENGTH OF RUN. SHRUBS. DRIPPER INTERVAL 18" 12" 18" 18" 12" TYPICAL START CONNECTION ON SUPPLY HEADER. SET BOX FLUSH AT LATERAL (ROW) SPACING 18"-22" 18"-25 18"-24" 18"-24" 16"-20" TURF. SEE APPLICATION RATE (IN/HR) .19-0.15 .43-.35 .19-.21 .29-.21 .72-.58 SU&HEADER DE AIL. TIME TO APPLY 1/4" 79-100 35-43 79-107 52-71 21-26 IRREGULAR -� AREAS: TRIANGULAR TYPICALTECHUNE START -I Ii CONNECTION. - 111 1I 11 WATER SOURCE: PARKING ISLAND TYPICAL LAYOUT DRIP VALVE.VALVE OR F SUPPLY LATERAL FROM HEADER MANUAL UNE FLUSHING VALVE. VALVE.'IIILmIIIL�IIITL,III�IIIW'III-ITIIIIIIIITTF TOP OF SLOPE. TECHUNE CV WTERAL TUBING. YA PVC SUPPLY LATERALS PARALLEL TO THE DRIPPER LINE TYPICAL SUPPLY HEADER. CONTOURS OF THE SLOPE. PIPE. TYPICALTECIALIPVC EXHAUST HEADER. if TUBIN .PVC ORNE CH MAXIMUM SLOPE. EXHAUST CHANGE WITHOUT CHECK HEADER VALVE. IF GREATER, COP M NVENTIONAL SUO NAL T F INSTALL INURE CHECK CONVENTIONAL EXHAUSPOLY T PLY HEADER. OFTALTHECOMAINED LSANENGTH CHECKLONGEST CALVES EVERY 54'IN ELEV. SPACING. EXHAUST HEADER. COMPARE TO THE SANG ILATERCHART FOR CHANGE. MANUAL LINE MAK.LEETH THECHART FOR LENGTH TFOF MAX. COTTOM I M OFNVENTIONAL SLOPE: �l FLUSHING VALVE IV MAX.LENGTH OF SINGLE LENGTH OF SINGLE CONVENTIONAL SPACING PI PLUMBED TO PVC L4TERAL LATERAL 25%. OR POLY HEADER. ISLAND IRREGULAR BRANCHING OUT JOINING LATERALS SLOPE FEED LAYOUT REMOTE CONTROL LAYOUT ODD CURVES LATERALS VALVE ASSEMBLY. J N.T.S. 1V DIAMETER VALVE BOX. COIL 24" TO 30' OF DRIP TUBING IN THE BOX. Y'DRIP TUBING SET CONTROLLER 60" ABOVE FINISHED GRADE UNLESS INSERTBALLVALVE OTHERWISE NOTED. CONTROLLER AS SPECIFIED. )i DRIP TUBING. SECURELY BOLT CONTROLLER STANDARD VALVE BOX TO WALL. INSTALL BACKUP GRADE BATTERIES AS REQUIRED. GROUND AS PER MFG. �FINISH - - - - - SPECIFICATIONS. \� \ 777 //�ii-I-I-I �-ICI-I� I_Imlllmll I ICI -ICI- I-III=ICI-I� III -III -III = -I II II II II I= RG II II II 1 II II lll 1 1/2" DIAMETER RIGID STEEL CONDUIT FOR PVC LATERAL FROM -III-III= --III- RCV WIRES. VALVE PVCLATERALTODRIP II_ AREA - III -III FLOW Q � 4- THICK LAYER OF WASHED GRAVEL. FINISHED GRADE. - - THE BOX SHALL REST UPON THE ROCK BED. DO NOTE MEND GRAVEL �-III-II INTO BOX. - - -� -III-� I' HFR-Oxx-wa 6'WASHED GRAVEL SUMP �' LONG SWEEP ELL. -III- I_II GEOTECHNICAL CLOTH- \\' USE PVC SCR. 40 WRAP UP SIDES RFI DWI (:RARE HUNTER HFR-OXX-XX FILTER REGULATOR NT8- 328413 46-05 DRIP FLUSH VALVE - SUB -SURFACE WALL MOUNT CONTROLLER -BATTERY OPERATED 8234134986 \�:'/ NTS DETAILFILE HUNTER WRC WIRELESS RAIN SENSOR 328413.56-07 32S,KGS303 CONTROLLER WIRE WITH 301NCH LINEAR LENGTH OF COIL, WITH PLASTIC I.D. TAG AND WATERPROOF CONNECTORS. RCV AS SPECIFIED. FILTER AS SPECIFIED. I / N W/SHORT / NIPPLES. III) BOX EMEWIONS AS NEEDED TWO 6=16 CONCRETE BLOCK CAPS, ONE TEE AT MAINLINE. ON EACH SIDE OF THE BOX. GEOTECHNICALCLOTH P 6" DEEP? WASHED GRAVEL SUMP UP SIDES. 1" DRIP VALVE/FILTER NTS WON UNE TRENCHING DETAIL MS PAVING MATERIAL FINISHED GRADE _ 11=,1111 PAVING SUB BASE NATIVE SOIL BACKFILL COMPACT TO 95% COMPACTION PVC LATERAL LINE PVC MAIN LINE - SLEEVE AS SPECIFIED- BACKFILL WITH 100% COARSE WATER JET & MECHANICALLY TO 90% OPTIMUM DENSITY. ALLOW 48 HOURS TO SETTLE, AND BACKFILL AND COMPACT WITH NATIVE SOIL. 1 4" MIN. BEDDING DETAIL -FILE . mill - Mail WIDTH VARIES 4" MIN. 4" MIN. NOTE: COMPACTED NATIVE SOILS ONLY MAY BE USED UNDER WALKWAYS. SLEEVE DETAIL CURRENT PLANNING O Clark Close 09/02/2020 328408.76-18 PIDI:1C 328409J620 4218 SW Alaska St, Suite G Seattle, WA 98116 206. 933. 1257 W ww. rhodesarchitecture.com Tim Rhodes. RA. AIA . Architect " REGISTERED ARCHITECT Q DATE ISSUE RESOURCE INTEGRATED SITE WATER PLANNING 474242NDAVE SW N539 SEKTRE 90116 WWN.RESOURCEISWP.COM 20641B0558 a�rcl9atioq O V CID a 99' C4l/DN ASSOI THOMAS LANG 58178 50% CONSTRUCTION DOCUMENTS (VE) Drawn By: TK Oral By: Directory: Sheet Size: 30' x 42" Project Name: C I TC HEADQUARTERS Project Address: 1300 Bronson Way N. Renton,WA 98057 Sheet The: Irrigation Details Sheet Number: LIRA Sheet 58 of 58 0 2020 Rhodos Architecture+ Light