HomeMy WebLinkAboutLUA-96-075 Large Format8"xlb" SCREENED ALUM. VENT ON BACK OF MANSARD AT 15'-0'' O.G. TYP. EQUAL TYP. MANSARD ROOF CONSTRUCTION SEE SECT. 6/A4 TYP. 2" DIA. 24 5A. -� GALV. MTL. DOWNSPOUT PAINT TO MATCH ADJ. BLDG. FINISH (BEYOND) CONNECT TO 57PRM DRAIN VIA TIGHTLINE 1/4" TEMPERED GLASS IN -- ALUM. DOOR FRAME. (TYP. ® ALL ENTRY DOORS) _FRONT ELEVATION gL T/BLK'G. @ PAR, ELEV. + 16-11" T/W I NDO WS ELEV. + q'-2" �mLEI /- ELEV. + 2'-0" FINISH FLOOR ELEV. + O'-O" G i,ICGHT S 1/4' = 1'-0" EXTERIOR / TO ROOF L DRIVE THRU OVERHANG SEE SECTION 7/A6 T/WINDOW ELEV. + 5'- EXTERIOR AGCE55 --- ROOF LADDER T/DRI VE T;• ELEV. + 3'- T/SLAB ELEV. + 0'- D . LEFT SIDE ELEVATION A2 1/4" = 1'-0" ALL "MGDONALD'S" SIGNS BY OTHERS UNDER SEPARATE PERMIT -- TYP. 24 GA. GALV. MTL. COPING ® TOP OF PARAPET $ DBL. MANSARD VERI Fr' COLOR A/PROJECT MANAGER EQUAL I" INSUL. OLA55 SET IN AN ANOD..ALUM. THERMAL BREAK NAIL -ON WINDOW SYSTEM, TYP. TYP. GLASS 'A' A5PHALT 5HIN6LE ROOF % GAF "TIMBERLINE" OR APPROVED EOUA. 30 YEAR WARRANTY REQUIRED. ALSO SEE SECTION b/A4. T/BLK'N& @ PARAPET ELEV. +I6-II" T't'P. 24 5A. GALV. MTL. RAIN GUTTER ON MANSARD PAINT GUTTER TO MATCH FASCIA • B/SOFFIT ELEV. +10'-0" TIGHT KNOT CEDAR FASCIA AND TRIM TYPICAL. T'SILL_ ELEV. +2'-0" FINISH FLOOR_ 5/8" TI-II PLYWD. SIDING W/ VERT. GROOVES g 4" O.G. (6) PATCH MAX., TYP. AN ANOD. ALUM. THERMAL f BLDS. CORNERS AND AROUND DOORS/WINDOWS (TYP). r A'VA" SrRFFNFO Al IJM ROOF LADDER `-- AND AROUND DOORS $ WINDOWS (TYP.). REAR ELEVATION _ 1/4" = 1'-0" BUILDING MATERIAL LEGEND ROOFING: ASPHALT SHINGLE ROOFING - "TIMBERLINE - AEATHERED WOOD BLEND TI-II 51DIN& A/ VERTICAL GROOVES ® 8" O.G. PAINTED FINISH: PARKER PAINT 87130N, KINDLING WOOD ROOD TRIM: PAINTED FINISH: PARKER PAINT 8065D, AOUAL061C NOTE: FINAL MATERIAL COLOR 5E1 ECTION TO BE REVIEWED AND APPROVED BY MCDONALD'S CORPORATION. COLOR 5ELECTION SHALL BE CONSISTENT AND IN HARMONY WITH TuE COLOR SCHEME OF THE SHOPPING CENTER. T� OF OF P/�RIPET a w-n In• TYP. /TALL OONTT 2 LAYEM SJD' TYPE GYP 5D ON S 5/5' MTL. 5705 • 16' OG.. ATTACl1 RiRFER TO STUD WALL 16 6A. MGM CM®ON STL. DUGT(II 1/2' DIA. • 6'-0' 6fLLL AMP 1/4' DIA. • }VAT F'RRYETa) MTN ALL _VTS. C4NTI4,10V5LY F'ELDEO fOREASE TIOHT) SLOPE MIN. I/4' FM FOOT TOWARD MOOD BY KE6 2-LAYIBtS S/p' GYPSUM DOARD ON 2x6 WOOD 5TVDS • 16' OL WNFO DUCT OILY 4 6A416E 55T DI.C,T - JP FROM EXH . 000 24• MGM INIIlL em FAN �,{/gyp FOI[ KITCApI D01M75T (12' M16N IN61L EXH FAN CLOD FOR 1Q r%00M C701AlUT) 6' Kk Lr MAX CLLARANCE EACM VVE OF DUGT. t YP1GAL) 4 D1ICGTAON OF DISCFVi%M T/cAmm MK 24• 1DOVE ROOF LINE WOOD I-J015T ROOF FRAMIN6, SEE 5TR4CT. PRAMIN6 PLAN O O tL tL � z w _O Q D_ J O N< � Q w F- r 4 .Co Q z O z z�Q�vX Y- OzOLl Qp4�� aOpt-No J`F O�uvj lfi OL° k°'o9 ZwWz z V3 O O�o�OO�wN Z ,�Qz4N� 11J V -A id (Y e�zuQi`n�NN ch< w 4°o�woo z OQvQQ° 111 w)N�Q v < �D Q � vpx��� Z Ov wO�ap Q —A ZONaw�a� o TT f_ �- O Y �m�od° lji tLOQ z iLjLu A kn 11J a- � Q � J Q �V � Q ui _J i��in►}Iw �O °vz W�o�uu Fx�QQQd N� w Q F } w Q O w Q < L N w Q� p _ 6l.LlAM EEI.H L -� IRRATED ACCL�1,a DOOR. ?/ILLOR' 12'xl2' OR 62UALIEC'e0W) ✓ N ��- GLEAN OUT PORt A5 REflti16EYOND) Al SIM 0 o O o KITG1t GL& EL.• W-4' -- SJ6' TYPE 'x' FIWcom bYPDOFJ�31DE OF 5 S!D' rVT. 57UD5 TT M "CUR FIRE RATING AiKTA417 SMAPT. TYP. O _ FiUORf5GEM FURUFM , n lu -- 16 bA 55. DUCT EWd ,LO,�iRE 5 SIDES. p FWLQH TOPA/OOD TO CZILIN6 COW, — ^iAED LTO WALL t SHAFT ENCLO05URE \ (BT' KESJ Z 5 EXHAU5T 5HAFT SECTION A7 W SCALE -- -- z_ _ NATC.+M AREAS INDICATE Q T14AT PORTION OF 5KAfT WMIGN MUST BE INSTALLED APTER DUCTY'40W 15 IN PLACE O WQ m f- W 1 OF PENS w yELEVATION5 PLOT 5-_ALE:1/4'-1'-O" W n O 0 � F 0 W F Q NORTH 1/4 CORNER 1 SECTION 19-23-5 I CITY OF RENTON CONTROL MONUMENT NO. 60. BENCHMARK NW TIE BOLT ON BASE OF ILLUMINAIRE ELEV. = 28.92 �S�OVNO CONC. MON WITH BRASS I \_ "v r'/- i�'`� ` PIN IN MON.CASE 1W0wow NL �i PNE O� I \ TS@O. TSB \ L a o � ►, TSB N (STRIPING �/ 1A Q . o IAN CRO (MIN. 41�M AND DETECTABLE EXISTING CONC. ` N 881503103" E-- o�� IINGS AS REQUIRED BY WAC 51-30. CURB TO BE // / SAN. SWR. MH W �M� EXISTING CONC. REMOVED _r - 00 0e� z, -��' BENCHMARK CURB ,�- SW CORNER OF CONC. � _�-� PAD AT BASE OF / ' CONC. Q , ,�-� POWER TRANSFORMER ��� ,�4_ _ -_ PAD = ELEV. = 26.38 �� ��56� 7 L� N GS - �F BEAD �ND. CONC. MON. WITH TACK IN LEAD j cb-IB/ 10g1.30 11 IN MON. CASE o� B �'O2� ' / 32' FND. CONC. MON. � � ° /CB WITH CU. NAIL IN' 1 ° 0 20'R / MON. CASE 1Z /��'J__. ' J ' �- - 0 0 wP / / 1 \1 / 00 I TS - 0 °° DF,`�il UN th"O 0 = 02'44'05" 1 1O'R P eQ / It I( -ASPHALT R = 3869.71' Q `,Ij lit 11 PAVING L = 184- 70, �� `J ,,/ _ - cP WALL / ,j I, I 2 R_ 1 TV NW CORNER LOT "C" I RENTON LLA-001-88 `CBC}� �- i R O 11 ' l R 203 N 1,.2 _ _ - - o .55' BP' =.-*mil -2'R� :� 12 FND- TACK IN LEAD. ?J► � FND 1/2" REBAR EXISTING DRIVE-THRU _ -- I �� 0. 2' N x 0. 1' W ------BANK CANOPY TO BE-- 1 l DEMOLISHED 1r" -�P>�� 8` I �� i� QI ELEC. / I 10' UNDERGROUND COMMUNICATIONS �� �. ( I LINE EASEMENT. REC. NO. 8708100375. w N `sow CB ,""'-;~'` / II II HH EXISTING CID UNDERGROUND ELECTRIC TRANSMISSION BUILDING /�°` o \ 1511 B LDING '� �� ►1 I AND/OR DISTRIBUTION SYSTEM EASEMENT.' 1 I REC. N0. 8708100374. / TO B E ( 95 S.F.) f.;1:`� II ' N �' I %DEMOLISHED 7'-6; s."�'- it � I 10'-0"1 I� o I, » , t TQ. NON -BUILDING / SETBACK AREA Z COVERED; CD WALKWAY; 0 1 BUILDING SETBACK LINE � 1 N 88'25'46" W -- WALK CONC. WALK ---------------------- _ PLANTER WM 1 \ ' N N1 Ul LEGAL DESCRIPTION PARCEL I THAT PORTION OF LOT "C", CITY OF RENTON LOT LINE ADJUSTMENT NO. LLA-001-88, RECORDED UNDER RECORDING NOS. 8911139006 AND ' 9004099029, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID LOT "C"; THENCE NORTH 77'28'26" EAST 203.55 FEET ALONG THE NORTHERLY LINE THEREOF TO THE BEGINNING OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 3,869.71 FEET; THENCE EASTERLY 184.70 FEET ALONG SAID CURVE AND NORTHERLY LINE THROUGH A CENTRAL ANGLE OF 02'44'05" TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING EASTERLY 150.00 FEET ALONG SAID CURVE AND NORTHERLY LINE THROUGH A CENTRAL ANGLE OF 02'13'15"; THENCE SOUTH 00'31'47" EAST 213.29 FEET; THENCE SOUTH 89'28'13" WEST 144.29 FEET TO A POINT WHICH BEARS SOUTH 00'31'47" EAST FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 00'31'47" WEST 172.35 FEET TO THE TRUE POINT OF BEGINNING. PARCEL II LOT "C", CITY OF RENTON LOT LINE ADJUSTMENT NO. LLA-001-88, RECORDED UNDER RECORDING NOS. 8911139006 AND 9004099029, RECORDS OF KING COUNTY, WASHINGTON, EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID LOT "C", THENCE NORTH 77'28'26" EAST 203.55 FEET ALONG THE NORTHERLY LINE THEREOF TO THE BEGINNING OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 3,869.71 FEET; THENCE EASTERLY 184.70 FEET ALONG SAID CURVE AND NORTHERLY LINE THROUGH A CENTRAL ANGLE OF 02'44'05" TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING EASTERLY 150.00 FEET ALONG SAID CURVE AND NORTHERLY LINE THROUGH A CENTRAL ANGLE OF 02'13'15"; THENCE SOUTH 00'31'47" EAST 213.29 FEET; THENCE SOUTH 89'28'13" WEST 144.29 FEET TO A POINT WHICH BEARS SOUTH 00'31'47" EAST FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 00'31'47" WEST 172.35 FEET TO THE TRUE POINT OF BEGINNING. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON AREA = 27,750 SQ.FT.± = 0.637 AC.± PORTION OF TAX LOT NO. 192305-9043-07 '24'-0" N 1 In D r r N o T CB I I I / 20 -0 8-0 42 PARCEL 2 , E ( 10 I `^ 2'R / 8 I / t ' ; • ^ ': J ( ELEC. 0 i CBCo 1 0 10'R �5'R 2R. I L N N � 10'R '� I N PARCEL 1 -0 I I � I NEW FIRE HYDRANT 1 1 N N LOCATION ASPHALT 1 �` 8 I I t PAVING o B N I V) i I b � � 20I I I 'R 2 1OR o . R TRASH CORRAL '.. �I a 2'R S 89*28'13" 144.29' III 12'-9" 8 STALLS ®9'-O" -0 -0"I20' '" ±ACCESS 73'-0 ( I N 5� EXISTING F.H. ASSY. I TO BE RELOCATED I' 10' WATERLINE EASEMENT �III I VACATED 60' R.O.W. REC. NO. 6631805 I I SUBJECT TO EXISTING SEWER INSTALLATION �_ASPHALT PPER ORD. NO. 2051 I I SAN. SWR. MH I I I I oI CB SITE PLAN 5GALE: I" = 20,-0" McDonald's Restaurant - Renton Shopping Center Renton, Washington VICINITY MAP NOT TO SCALE LEGEND --- BP ----- BP--- POWER (BURIED) --- BT----- BT--- TELEPHONE (BURIED) --- ML---- ML--- MEDIAN LINE --- SS ----- SS--- SANITARY SEWER --- SD ----- SD-+-- STORM DRAIN ---W------- W--- WATER B. BOLLARD C.B. CATCH BASIN C.P. CONCRET PAD F.H. FIRE HYDRANT L. ILLUMINAIRE M.H. MANHOLE P.C. POWER CABINET P.T. POWER TRANSFORMER T.S. TRAFFIC SIGN T.S.B. TRAFFIC SIGNAL BOX T.V. TELEPHONE VAULT W.M. WATER METER xoo° SPOT ELEVATION NOTE: THE UTILITIES SHOWN HEREON, UNLESS SHOWN WITH SURFACE APPURTENANCES, ARE PER PUBLIC RECORD ONLY. PRIOR TO ANY CONSTRUCTION AND/OR EXCAVATION, THEIR EXACT LOCATION SHOULD BE DETERMINED BY CALLING ONE -CALL LOCATE AT 1-800- 424- 5555. ZONING - CA THE PROPERTY AND ZONING PROPERTY IS ZONED ARTERIAL COMMERCIAL. SETBACKS: FRONT: 0-15" DEPENDING ON SIDE: 0' BUILDING HEIGHT REAR: 0' HEIGHT RESTRICTION: 50' COVERAGE: 65% PROJECT 'SITE DATA -SITE AREA = 27,750 S.F. BLDG AREA = 2,695 S.F. (RESTAURANT) 400 S.F. (TRASH CORRAL) TOTAL S.F. = 3.905 S.F. LOT COVERAGE = 11.15% PARKING ANALYSIS: PARKING REQUIRED: 11 PARKING PROVIDED: 28 (STANDARD 9'X20') 1 (COMPACT 9'X17') TOTAL NO. OF STALLS: 29 LANDSCAPING OF INTERIOR PARKING LOT: 3,644 S.F. ALL OTHER LANDSCAPING: 4,649 S.F. HEIGHT OF BUILDING: 16'-11" PROPOSED SETBACKS: FRONT: 12'-9' SIDE: 22'-6" REAR: 54'-10" 516N INFORMATION OROAD 51GN - 10-100 ® 35' HIGH OB "HELGOME" 10-5A OG 'DRIVE THRU" 70-5A OMEW BOARD - 5EE 5D 5HEET5 OHANDICAP 516N5 (2 PLAOM) GENERAL NOTES w a Li 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. H CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. 0 O CJ 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER SIGNS ARE BY THE GENERAL CONTRACTER. 3. 3/4' EMPTY CONDUIT TO LOCATIONS SHOWN AT THE LOT PERI- METER FOR LOT LIGHTING IS BY THE GENERAL CONTRACTOR. LIGHT- J ¢ ING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE F- OWNER/OPERATOR. ~ 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR Z Z 0 BOLTS ARE BY THE FLAGPOLE SUPPLIER. ❑ ¢ J J F- CL ¢ 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT E3 LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST U ECONOMICAL INSTALLATION. W W CL C� z 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES Z O ¢ TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING '-' J UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING - DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND W ? N W CIRCUITING. N 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK �p AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT GROUNDBREAK. Li Cn �D 8. FINISH WALK AND CURB ELEVATIONS SHALL BE 6' ABOVE FINISH Ln U7 �D PAVEMENT. w CC 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6' BELOW TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, I AND SPRINKLER SYSTEMS ARE BY THE OWNER/OPERATOR. 10. LOT LIGHITNG CONCRETE FOOTINGS TO CONFORM WITH THE SOILS REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. 00 0 PAVING SPECIFICATION (MINIMUM 3' TOTAL COMPACTED ASPHALT THICKNESS) 0 0D orn z o r7 (y) 0 o � CL zo � O ¢ A Q w z NOTE McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION 0 Z Z ¢ TEST AND/OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE O W J SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, U OTHERWISE, G.C. WILL BE CHARGED c Z O 0 3 ❑ Y LOT LIGHTING RECOMMENDATION 'fy w Lj i o W > Q� 1000 W-MH (5 PLACES) - I:� CONTACT: SECURITY LIGHTING SYSTEMS, INC. CL 0~ 3477 WEST TOUHY AVE. _ W 1- a F LINCOLNWOOD, IL 60645 1 3 w z 1-800-544-4848 w ra N o _ STEVE FRIEDMAN O a w - D z A NOTE: ELECTRICAL CONTRACTOR TO CIRCUIT LOT LIGHTING AS NOTED. D W w a PARKING INFORMATION w as CL o O z TOTAL 28 -SPACES 9' X 20' ® 90° SPACES rn z o 1711 1 - SPACES 9' X 17' 0 90' z J 0j 29 Q Q z Q ca z UTILITY INFORMATION w w W cn W Q SIZE TYPE LOCATION o 0 sa ¢ SANITARY SEWER WATER LAJ F- ¢ Q ST❑RM SEWER ELECTRIC GAS A SURVEY INFORMATION w PREPARED BY: TIM HANSON & ASSOCIATES, INC. 6025 108TH AVE. N.E. J c3 KIRKLAND, WA 98033 ¢ L (206) 822-7271 > O CU Q DATE: ATTN: TIM HANSON 0- � ¢ .. W 0 � LEGEND ¢ ¢ z U SANITARY SEWER GAS -G G G G- _j z v� WATER LOT LIGHT E3==�] LP:30 N C7 U STORM SEWER EXISTING ELEVATI❑N (76.5) -ST ST ST ST- PROPOSED ELEVATION 77.0 E ELECTRI E E a w w n PLAN SCALE: V= 20' L3 A a Z r o r STREET ADDRESS o Vl U RENTON SHOPPING CENTER w a- J W Z 3 2 0 U a 0 Q 0 U 0 CITY STATE STATUS DATE BY RENT❑N WASHINGT❑N PRELIMINARY 4112/g6 FHo COUNTY PLAN CHECKED KING AS -BUILT REGIONAL DWG, NO CORPORATE DWG. NCI.' PSEA - JL} i 25 1996 � P-2 DEVELUril PLANNING CITY OF RENTON G CGENERAL NOTES: o �m A B A2 I. EXTERIOR DIMENSIONS ARE TO COLUMN REFERENCE LINES, FACE OF FOUNDATION, AND/OR FACE OF STUD UNLESS OTHERWISE NOTED. 14'-2" (OVERALL DIMEN51ON) &_T O 2. INTERIOR DIMENSIONS ARE TO FACE OF WALL STUD AND/OR BLOCK WALL. 23'-II I/2' e 28-2 I/2" 3. MOUNT LI&HTIN6 PANEL 50 THAT TOP BREAKER 15 NO a- 22'-0" II' -loll 12'-1 1/2' 3'-4 1/2' 6'-b' 5'-I' 12'-q 1/2' 1" HIGHER THAN 54" ABOVE FINISH FLOOR. 4'-4" 5 I/2" 5 I/2" EQ. 6" EQ 4. SEE SHEET A8 FOR LOCATIONS OF BACKUP SUPPORTS. W INCOMING PROVIDE 5'x5' LEVEL 5. SEE SITE PLAN FOR 51DEWALK5, RAMPS, ETC. 0 FILL BOX (SEE W\LINE OF OVERHANG WATER SERVICE c'v LANDING ®ALL EXT. I 6. VIDEO CABINET 4 LOOKER-15(S.C.5UPPLIED BY OPERATOR, INSTALLED BY .C. PROVIDE 20'x TEN. NOTE #10 DOORS W/MAX. E ' + ABOVE.ABOVE.7. MANAGER 5 OFFICE PACKAGE SUPPLIED BY OPERATOR, INSTALLED BY G.G. Q THIS SHT.) SLOPE. 60" GLR_SPAGE. � 8. TEMPERATURE 5EN5OR5 IN DININ6 4 CUSTOMER SERVICE:777+� Q 7 ' �� i _ _ AREAS SHALL BE MOUNTED 5'-8" A.F.F. (SEE SHEET MI M. 0r q. PROGRAMMABLE THERMOSTATS (2 SUCH) SHALL BE PLACED W 14 I `- ADJACENT TO ONE ANOTHER AT A HEIGHT OF 48" A.F.F. LOCATE IN A3 I THE CLEAR AREA IN THE MANA(SER'5 OFFICE. (SEE SHEET MI) Q ui A5 1 I SIM 10. FILL BOX-MTD. ® 32" ABOVE SLAB TO BOTTOM OF BOX. Y d) WD 5 RM.� SUPPLIERS: Ff a) MINNE50TA VALLEY END., MODEL *11'1-Ig5G-1, TEL. # 500-531-5111 O g r 1O2 m FJCIT 13 AA-51 b) GRY06ENIG5 SERVICES, MODEL #7476, TEL A 404-42Q-6531 OR v e iii 800-241--1452 I w/ b - y � O O � II. DRIVE-THRU WINDOW SUPPLIERS: a. HORTON AUTOMATICS: SERIES 8g00 - 4-7 1/2" x 44"5I/2" . •^(PE "O-X" OR "X-O" TELEPHONE #500-551-5111. w� w b. READY ACCESS. SERIES 275 - 47 1/2 x 43 1/2 Al II'-b I/2" 3 I/2" 13'-loll 25'-3 I/2" 5 I/2;; I TYPE "O-X" OR "X-On TELEPHONE #800-621-5045. FREEZER COOLERWY - 3 I/2. ry 12. MOUNT SINK Z-10" A.F.F. 4 PROVIDE SOAP AND TOWEL DISPENSER. SEE 4 112 III STiORA&E ( SHT. A8 TOILET/KITCHEN AGGE50RIES SCHEDULE, ITEMS #7 4 8. SEE ENLARGED in STORAGE 15. ENTRY 516N NOTE: OL05ET O I REST�LDOM PLAN 1 ON SHEET A8 DININ6 6 ENTRANCE SIGNS: ALL BULDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PHY5ICALLY LINE OF 1 Q i- IOI A4 I HANDIGAPPED/PHY5ICALLY DISABLED PERSONS SHALL BE IDENTIFIED WITH AT LEAST ONE STANDARD OVERHANG I tt 516N WITH ADDITIONAL DIRECTIONAL 516N5, A5 REQUIRED, TO BE VISIBLE TO PERSONS ALONG ABOVE. I I iv b 3 I APPROACHING PEDESTRIAN WAYS. I/2' I -0 A8 w 14. R _5TROOM 51GN5 NOTE: MOP MENS RIM. 3'-8 I/2' A3 I IDENTIFICATION SYMBOLS: DOORWAYS LEADIN6 TO MEN5 5ANITARY FACILITIES SHALL BE IDENTIFIED SINK O ;t A BY AN EQUILATERAL TRIANGLE, 1/4" THICK W/EDGE5 l2" LONG AND A VERTEX POINTIN6 UPWARD. / 109 I 48" H16H A2 WOMEN5 SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE, 1/4' THICK AND IT IN DIAMETER. _ 3'-1 1/2" % - 4" 12'-2' I' -loll 5-7• , WALL ;fl AND GOTHESE ON-TRAST TO OMETRIC BE DISTItJGTL DIFFCAS SHALL BE ER FROM THE DOLOR AND RED ON THE DOOR AT A IGONTRAST OF THE DOOR. 6H7 OF 60' AND THEIR �� " W PREP OL05ET Q O �� / o0 3'-0 i m I DOOR HARDV� ARE I Q ORDER �� 114 w/ GLR. I N ►� I ci `r 107 v DOOR #I, 2, 4 e: 4 1/2' w _ 1. HINGE5 - HAGER BB12-7q 4 112" x 4 1/2" OR EQUAL. 1'-6' m > 20'-8' I 5'-3 I/2' _ �`'-+�' 20'-1' 2. CLOSER -LGN-1461 PULL SI MOUNTED. I B/HEADER ® I -v b'-a" A.F F. 4 I " I I SEE PET. 11/A3 N DE J 'c`r v 3 1/2" i 3 I/2 i I FOR UNDER COUNTER `r 3. PUSH 4 PULL PLATE - 4" X I6". ,q2 _ < t-- sn I I i I "10 1 I n SUPPORT. I 4. KICK PLATES - U5 28D SATIN, ALUM. ANOD. 8"x 34"xl8 TA. (2) PER DOOR. u) I I 1 NQ Lf 4'-O' p _ co1 - r 4 ~ I 5. 516N5 - "MEN" 4 "WOMEN" ON APPROPRIATE DOOR WITH HANDICAPPED SYMBOL ~ v O OF ACCESSIBILITY. p oC 5WITGH6EAR HAND SINK 1 ► I j I j �+ I 6. LOCKSET - SC' HLA(5E-LEVON D-40-5 RHODES. U526D FINISH a DOOR #2 4 #8. p p < u- L- PAD SEE SEE DEN. I I I I; I i < ►- O END. PLAN --, I I I I 7. GOAT HOOK ON INSIDE OF DOOR 48" A.F.F ®DOOR #2 4 #8. 1 p 8 M6R. AREA in n NTYPIGAL I I �'� j i j m GUST. 5E�ZVIGE I I w DOOR #3 O Q Z 1 AS 3 I/2' IOq LI&HTI PNL. KITCHEN j _ L ~ ® I. HINGES -HATER BB127gNPR 4 f/2" x 4 I/2" OR EQUAL. o � aa 0 o `0 SEEN TE #3 - - I® I I i N f� v I i ABRASIVE STANDA 2. LOCK5ET - MGDONALD'5 SPECIAL SECURITY LOCK W/JIMMY PLATE. u�-.. NZ TILE TILE 3. G - - - - ® ROOF Al 1'-4" 1'-q' r' r 24'-1' I I 1 2'-loll 3'-O' 4'-O' CLOSER LGN 4110 GUSH - O F _ O 4. DEREX - MODEL #2500-ADS DOOR ALARM, EACH DOOR. �y O ORDER 45° _ (5/6' TYPE 'X' 6YP. BD. THI5 WALL) I J _ _ in � < Q I 7 3 I/2' " G{ZEW RM. �- _ _ I =_ _ ___= 3 I/�' 5, WEATHER STRIPPIN6 - FOR EXTERIOR DOORS, PROVIDE COMPRESSION WEATHER ,gyp Z 43 O K u� VALANCE 4 MENU STRIPPING A6AIN5T FIXED 5TOP5. AT OTHER ED6E5, PROVIDE 5LiDIN& _ BOARD ABOVE Al WEATHER STRIPPING RETAINED IN ADJUSTABLE STRIP MORTISED INTO DOOR p_ O EDGE. PROVIDE EPDM OR VINYL GASKET WEATHER STRIPPING IN BOTTOM DOOR- b I ------ RXIL. ADJUSTABLE FOR CONTACT WITH THRESHOLD. a� ~ z -- O 6. PANIC HARDWARE - ADAMS RITE MFG. GO. FINISH TO MATCH DOOR IF REQ D.). (Y (D� , - LOCKERS 7L. t�REt06 ' R O I DOOR #4: O p; < tL _ K 4 D I A.x 'I -O L6. GONG. e �- Iq+n1. HINGES - OFFSET PIVOT AN51-A-156.4. GRADE I CAST ALUMINUM ALLOYFILLED STL. PIPE BOLLARD. / - it v EMBED 3'-0" INTO GROUND. to 1 A3 PP. SIM. SUPPLIED BY DOOR MANUFACTURER.o - (TYP. FOR 2)�//A35 I(WL- -�- 2. LOGKSET -ADAMS RITE MAXIMUM SECURITY LOCK WITH CYLINDER. OUTSIDE V / O Q w �OA 1 � • " 6 CYLINDER ON ONLY ONE DOOR. INSIDE GYLI NDER 'TO BE FURNISHED ON ALL � A6 L - - - - - EQ. 6 - J DOORS. ALUMINUM ARMOR FACE PLATE. FIVE-PLY STEEL BOLT WITH 1 5/5" > YP 4 fv LINE OF OVERHANG -� ABOVE. M ROOM NAME W Q 100 CUSTOMER SERVICE UA 102 WOMEN-5 TOILET 105 MEN'S TOILET 104 STORAGE iO5 KITCHEN Z j L 106 PRESENTER 107 ORDER 108 PREPARATION O IOq MANAGER'S AREA O 110 GREW ROOM III GOO_ER 112 FREEZER 113 STOR.. CLOSET 114 STOR. CLOSET 1'-3 11T STD. THROW WITH ALUMINA -CERAMIC GORE IN THE CENTER PLY. FACE PLATE Q p ~ p Z - A3 4 FINI5H TO MATCH DOORS. BOLT 15 TO BE CORROSIVE-RE515TANT PLATED. ® w O Z 1/2' 4'-8" 28'-0 1/2' 4'-O' 6'-0' 12'-3' 4'- 7 1/2' '3. CLOSER - LGN 4024 x 18. O�Eixv S PROVIDE 5x5' LEVEL _ LANDING ® ALL EXT. `I PULL HANDLE KAWNEER #GO.q OR EQUAL. < U_O 9 t kf) 3T-4" DOORS "AX. 296 5. WEATHER STRIPPING - FOR EXTERIOR DOORS, PROVIDE COMPRESSION WEATHER � v cl w W SLOPE. 5TRIPPIN6 AGAINST FIXED STOPS. AT OTHER EDGES, PROVIDE SLIDING < I I^I ^ I I C I WEATHER STRIPPING RETAINED IN ADJUSTABLE STRIP MORTISED INTO DOOREP&,� Q " J' `4l""'�LL LL_� I `lD E RAIL. ADJUSTABLEM OR VINYL CONTACT W THET WEATHER STRIPPING IN BOTTOM DOOR O < w p THRESHOLD. < J A2 6. PANIC, HARDWARE - ADAMS RITE MF6. CO. FIN15H TO MATCH DOOR (IF REQ'D.). < J > SCALE: 1/4" 1'-0" 2X STUDS ®Ib" O.C. DOOR #6: i 1 U�.� `�Z 2x STUD5 ® 16" O.G. W/ RI9 INSULATION. I. HIN6E5 - HATER 5151271 4 1/2" X 4 1/2". v X -� O ~ 2. LOGKSET SGHLAGE-LEVON D-80-70-RHODES, U526D FINISH. t W FLOOR BASE WALL5 T CEILING GLG.HT. REMARKS GENERAL DOOR NOTE5: HARDWARE DOOR 7"rFE5 J I. BRAII LE SIGN 4 WHEELCHAIR SYMBOL SHALL BE MOUNTED ON THE WALL W O Q m Q ? ADJACENT TO THE LATCH SIDE OF THE DOOR. THE MALE OR FEMALE m A m Ck < z m Q Z FIGURE SHALL BE MOUNTED DIRECTLY ON THE DOOR. ALL SIGNS SHALL Q W ANOD.ALUM. MALE OR O W In �W Z_ } z } J BE MOUNTED 60" A.F.F. TO CENTERLINE OF SIGNS. _ ly Q }_j Q>< O 1 i 0 < 0 w J W � DOOR SYMBOL W w W � z O Q O a < z O 2. DETEX ALARM CONTACT SWITCHES SHALL BE RECESSED INTO THE TOP �j -� W t- W 1/4" TEMP. p q A O < >� O Q ��u ` OF THE DOOR 4 HOLLOW METAL FRAME ABOVE. O V v y z p d) �,�/ GLAZING S16N } Q j > O l2 w v Q X 3. DOOR5, DOOR FRAMES, 4 HARDWARE FOR DOORS I, 2, 3, 4, 4 6 SUPPLIED O O W z tT Q OFFSET ar Jl O o p < 1�1 > _j O N - O Z TUBULAR <�Z -� a N z z - - BY: UNIVERSAL MANUFAGTURIN6 I-800-821-1414. Q z W -� V O PULL W/ o o`'< a- < ono W� _ O -�, Vo O s Ua 4. INSTALL COUNTERSUNK SHEET METAL 5GREW5 ON THE VERTICAL STOP5 OF 1 Wpp = W (L u�PUSH �t > cV iv # 0-1 Z p W _" 0 p w (� V 0 4 W 0 PANIC OPP5 DES PLATE Q # -..i DOORS 4. USE FIVE SCREWS PER STOP WITH COLOR TO MATCH STOP. J > (� = z Q O Q _ Z • • • • • • • • SEE GENERAL NOTE 8 U _ O z v J _W / IF REQ'D. } z m O dl d > O KICK < < < N } O (y > - T PLATE • • • • SEE GENERAL NOTE *5 Q • • X HNQ aATEI AL - % O< • J DOOR FRAME THRESH. W W �- < _ O A 10 STILE B G Z < • • • • • ci 't 4 � Q 0- N � F It tV AT BOTTOM 0 � • • • • • • , h i 3'-O" x 6`-8" x 1 5/4" S.G. WOOD H.M. N/A B • • • • • • at • • • • • • 5EE GENERAL NOTE #4 U 2 3'-0' x 4'-8" x 1 5/4" 5.0. WOOD H.M. N/A E • • • • • METAL DOOR FRAME Z O • • • • • • 3 4'-0" x 7'-0" x 1 5/4" H.M. H.M. ALUM. D • • • • • • • • Q T z O O • • • • • • 4 5'-0" x -1'-0" x 1 5/4" ALUM. ALUM. ALUM. A • • • • • • l Z Q M015TURE RES GYP BD BEHIND • • • • • • 3 COMP. SINK 4 MOP SINK 5 NOT USED „ -A Z t • • tu • • • • SEE GENERAL NOTES #T 4 '1 6 2'-b" x 6'-8" x 1 3/4" S.G. WAOD H.M. N/A G • • • • ® 6 WIRED - O A • • • • • • • • SEE GENERAL NOTE #6 7 UD NOT 5EGLA55 DOOR R ON "z INSIDE WHERE NOTED • PRE-FAB WALL5, CEILING d FLOOR 8 2'-bx 4'-8" x 13/4" 5G. WOOD H.M. N/A E • • • • • ON SGHED. wFA fy PRE-FAB WALL5, CEILING 4 FLOOR q NOT USED _ O ~ • • • • • .HIND BYOPERATOR10 NOT USED LEVER HANDLE 15G0 ® A. W/ "JIMMY"- 1 PROOF EDGE • • • • • 5HELVIN6 BY OPERATOR II 2'-O" x 6'-8" x 1 514" 5.0. WOOD H.M.' N/A C • • • • PLATE D w 1 ;n A I 0 1,996 cr ryo, iFieN o/vNrNG IZ t�� t1 t N 7-7•2B'2 N � EXISTING DRIVE-THW. ---BANK CANOPY TO SEA 10' UNDERGROUND COMMUNICATIONS , DEMOLISHED _INE EASEMENT. REC. N0. 8708100375. UNDERGROUND ELECTRIC TRANSMISSION--- / AND/OP DISTRIBUTION SYSTEM EASEMENT. REC. NO. 8708100374. NON-BUL_DING SETBACK AREA !v 88'25'46" 'VV 379.04' _ --------------- ---- - - --- SPHALT PAVING TRASH CORRAL S 89'28'1,5_. W EXISTING F.H. ASSY. TO BE RELOCATED �_ASPHALT PAv!NG SITE PLAN McDonald's Restaurant - Renton Shopping Center Renton, Washington VICINITY MAP ZONING - CA THE PROPERTY AND ZONING PROPERTY IS ZONED ARTERIAL COMMERCIAL. SETBACKS: FRONT: 0-15' DEPENDING ON SIDE: 0' BUILDING HEIGHT REAR 0' HEIGHT RESTRICTION: 50' COVERAGE: 65% PROJECT SITE DATA SITE AREA = 27,750 S.F. BLDG AREA = 2,695 S.F. (RESTAURANT) 400 S.F. (1RASH CORRAL) TOTAL S.F. = 3,905 S F. LOT COVERAGE = 11.15% PARKING ANALYSIS: PARKING REQUIRED: 11 PARKING PROVIDED: 29 PARKING STALLS: 9' X 20' TYP. LANDSCAPING OF INTERIOR PARKING LOT: 3,644 S F ALL OTHER LANDSCAPING: 4,649 S F. HEIGHT OF BUILDING: 16'-11" PROPOSED SETBACKS. FRONT: 12'-9" SIDE: 22'-6" REAR 54'-10" GENERAL NOTES L` w w 1, MCDONAL.D'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR, .. CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. r � Pa r 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER SIGNS ARE BY THE GENERAL CONTRACTER. 3. 3/4' EMPTY CONDUIT TO LOCATIONS SHOWN AT THE LOT PERI- METER FOR LOT LIGHTING IS BY THE GENERAL CONTRACTOR. LIGHT— ING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER/OPERATOR. 4, BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR z BOLTS ARE BY THE FLAGPOLE SUPPLIER, z C3 Q 1- tl d 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT � LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST U -. ECONOMICAL INSTALLATION, A � 6. THE CONTRACTOR SHALL. COORDINATE WITH ALL UTILITY COMPANIES z z TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING ~" DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND lj CIRCUITING, CY CL 7, ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT GROUNDBREAK, W ON F— Q \ Q N, B, FINISH WALK AND CURB ELEVATIONS SHALL BE 6' ABOVE FINISH PAVEMENT. W 9, ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6' BELOW TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING AND SPRINKLER SYSTEMS ARE BY THE OWNER/OPERATOR, 10, LOT LIGHITNG CONCRETE FOOTINGS TO CONFORM LWITH THE SOILS REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. N O 9D0 PAVING SPECIFICATION (MINIMUM 3' TOTAL COMPACTED ASPHALT THICKNESS) \a. 0 00 Orn z o (,•) ~ M o Ua0 ON UOo "Of Q A� Q NOTE, MCDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTIOP E TEST AND/OR A CORE SAMPLE. IF TESTS PROSE CORRECT, PER ABOVE d W 1 SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, U Y OTHERWISE, GC WILL BE CHARGED. 0 z Qx' Y a ] 0 LOT LIGHTING RECOMMENDATION LD OY = nw ~ W W Lj 7 Q 1000 W—MH (5 PLACES) J A CONTACT: SECURITY LIGHTING SYSTEMS, INC. 3477 WEST TOUHY AVE. _ w r- Q LINCOLNWOOD, IL 60645 wcoo) z _ 1-800-544-4848 O a STEVE FRIEDMAN Crw — I u � r NOTE, ELECTRICAL CONTRACTOR TO CIRCUIT L.OT LIGHTING AS NOTED. ❑ Q .(L L.1 PARKING INFORMATION U Uj �l � w H- � t�J . , as Li p z TOTAL -SPACES SPACES U) Z C3 29 QCD N 0 N m UTILITY INFORMATION W N LJ SIZE TYPE LOCATION - � 0 A Q SANITARY SEWER WATER w STORM SEWER Q i i i i 1 A ELECTRIC GAS A SURVEY INFORMATION w Q' v) PREPARED B) TIM HANSON & ASSOCIATES, INC. 6025 108TH AVE. N.E. NC3w KIRK WA WA 98033 Q w (206) 822-7271 > OK f- DATE. ATTN: TIM HANSON o N a z CL Q LEGEND ¢ Q z L3 SANITARY SEWER GAS S---SS --- — G-- G ---G G— _j z N WATER CL - - w ---- - r�---- w— LOT LIGHT (�� LP130 '-' V) 0 STORM SEWER --ST---ST ST ST— EXISTING ELEVATION (76.5) w ELECTRIC PROPOSED ELEVATION 77.0 W PLAN SCALE: V = 20' N Z Q Q STREET ADDRESS Q W a RENTON SHOPPING CENTER af 0 C (k 6 L) W Z 0 CITY STATE STATUS DATE BY RENTQN WASHINGTON PRELIMINARY COUNTY PLAN CHECKED KING AS —BUILT REGIONAL DWG. NO CORPORA NO, P S E A - RE_ .1 1996 zS P - N T 'PLANNING 1 r. ME;� 1' = 20' NORTH 1/4 CORNER SECTION 19-23- 5 CITY OF REI•I TON CONTROL MONUMENT NO. 60. CONC. MON WITH BRASS PIN IN MON-CASE 3 cn w N'r7 �o s FND. CONC. MO WITH TALK IN C] OF BF"AR IN MON. CASE „ E 26 - 1pa1 30 FND. CONC. MON. WITH CU.. NAIL IN MON. CASE NW CORNER LOT RENTON LLA-001-88 �N .. - `. FND. TACK IN LEAD. FND 1/2" PEBAR 0. 2' N x 0.1' W z idvr�-BUILDING CD SETBACK AREA � C�•1 co COVER SHEET LEAD A PORTION OF SECTION 19, TWP. 23N., RGE SE., W.M. r� BENCHMARK NW TIE. BOLT ON BASE o, OF ILLUMINAIRE ELEV. = 28.92 < �S GON tw° `PNE 5 � ' a ON \1PN O, TSB yEF i , pPcjC3°VNp P� Z.- 4^ TSB- N NF S Rp,U -- O N 88`53 03" E 12' �; 8 2Tg o.r. SAN. SWP. DAH- R1 P 02'13'15" T PS NAIL ' SET /WA. HER _ IN`( _ 21.2 RO Aow R _ 3869.71 R\cN pN A�j L - 150.00' coNc. pS L PAD r N. . Cv}2H . • r ;, CD AS I TSB PAWN Y , - .. TS TPOB ,- J' _ . CAPEO ANUSNj • wP�-t RIM - 25.9 NV a 2 - .1 o0 r ,� _ FREE G-\(t\G SR �� E ,• G°N P,RpRP��= ESE. \ , = 02°44 05 _ SET 5/8"1 OtA . °ERc�°� \e°� Pc.. R = 386 9.71 PEBAR `) Np f�. D7°S�p�? c°Re. • /" ASPHALT L. -= l 184. ! 0 c,) ROCK PAVIrJG r6' ,� - Wet; 0CB RIM 2 .. ._ 6.. PINE +/'! , , INV 56. .3 = 25 3 �A, .: LANDSCAPED y� _-- L S� r'F D v+�g - ARFA -71 O j • gFNC}�P�1ARK 10' UNDERGROUND COMMUNICATIONS --- �C- : ELEC. SAN CORNER OF CONC. LINE EASEMENT. REC. NO. 8708100375. G Ap - A5 HH PAD AT BASE OF HAL CB 8" P14 PJWER TRANSFORMER F' VINt PROPOSED RIM = 26 4' ° "n ELEV. = 26.38 0 NV = 24 EXISTING Fr-2s00 BUILDING' NOT z� - TO BE DEMOIUSHED �� p By O F f ,INLET LOCATED n r, 01 1 rulo y oY 1 Y cO O -•CV• ---- . � . Of3 . Q D. .. _ PARCEL 2 PAR �.Y f. VICINTY MAP NTS - U EX. 8" SANITARY SEWER -- `'-' �, :. U i _., _ W 2„ - (APPFtOX. LOCATION .ONLY) S 57.49'26 Vd Z ; B. 9 ..._..-_ 37 4 -- � '•, , CAS LEGAL DESCRIP''TION� c RIM _ 26. ��- prj ELF' _ LIMITS OF LEASE AREA TO McDONALD'S CORP. E PARCEL INV =: 23.3 ° `.` j O I NM - 236 BY "RENTON VILLAGE ASSOCIATION" THAT PORTION OF LOT "C", CITY OF RENTON LOT LINE ADJUSTMENT NO. LLA-001-88, RECORDED UNDER RECORDING NOS. 8911139006 AND 9004099029, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID LOT "C`; THENCE NORTH 77 28'26" EAST 203.55 FEET ALONG THE NORTHERLY LINE THEREOF TO THE BEGINNING OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 3,869.71 FEET; THENCE EASTERLY 184.70 FEET ALONG SAID CURVE AND NORTHERLY LINE THROUGH A CENTRAL ANGLE OF 02'44'057 TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING EASTERLY 150.00 FEET ALONG SAID CURVE AND NORTHERLY LINE THROUGH A CENTRAL ANGLE OF 02' 13' 15"; THENCE SOUTH 00'31'47" EAST 213.29 FEET; THENCE SOUTH 89'28' 13" WEST 144.29 FEET TO A POINT WHICH BEARS SOUTH 00'31'47" EAST FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 00'31'47" WEST 172.35 FEET TO THE TRUE POINT OF BEGINNING. PARCEL 2 LOT "C", CITY OF RENTON LOT LINE ADJUSTMENT NO. LLA-001-88, RECORDED UNDER RECORDING NOS. 8911139006 AND 9004099029, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID LOT "C"; THENCE NORTH 7728'26" EAST 203.55 FEET ALONG THE NORTHERLY LINE THEREOF TO THE BEGINNING OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 3,869.71 FEET; THENCE EASTERLY 184.70 FEET ALONG SAID CURVE AND NORTHERLY LINE THROUGH A CENTRAL ANGLE OF 02'44'05" TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING EASTERLY 150.00 FEET ALONG SAID CURVE AND NORTHERLY LINE THROUGH A CENTRAL ANGLE OF 02'13'15'; THENCE SOUTH 00'31'47' EAST 213.29 FEET; THENCE SOUTH 89'28'13" WEST 144.29 FEET TO A POINT WHICH BEARS SOUTH 00'31'47" EAST FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 00'31'47" WEST 172.35 FEET TO THE TRUE POINT OF BEGINNING. VERTICAL DATUM: CITY OF RENTON CONTROL MONUMENT NO. 1920: KING COUNTY BRASS DISC SURFACE MON. "EN-61 1973" IN SIDEWALK, NORTH SIDE OF S'LY DRIVEWAY TO 604 RAINIER AVE. SO. ELEV. = 27.87' (8.494m) DATUM - 1988 NVD File: 5825--A1 Date/Time: 06/12/1996 10:17 Scale: 1=20 Don Dawes, BCE Xrefs Z-5825S, r1r-\ 1/\I 1\ A • r11/_ SEE PLAN BASIS OF BEARINGS: SEE PLAN LEGEND: EXISTING ---BP-----BP--- POWER (BURIED) ---BT-----BT--- TELEPHONE (BURIED) --- ML---- ML--- MEDIAN LINE ---SS-----SS--- SANITARY SEWER ---SD-----SD--- STORM DRAIN ----W------- W--- WATER B. BOLLARD C.B. CATCH BASIN C.P. CONCRET PAD F.H. FIRE HYDRANT L. ILLUMINAIRE M.H. MANHOLE P.C. POWER CABINET P.T. POWER TRANSFORMER T.S. TRAFFIC SIGN T.S.B. TRAFFIC SIGNAL BOX T.V. TELEPHONE VAULT W.M. WATER METER ;Qpo SPOT ELEVATION PROPOSED PLANTER.. WIA t-Or, I-OC A PARCEL _---- - tl� -------- -- RIM - 27 PARCEL i - r1_ in INV - 24. - -- - ASPHAL r r- N - PAVING O y ♦ O ° INDEX TO SHEETS Z 130i , C 1 OF 5 COVER SHEET E3 - 144. 9 sET s!a" I S 89'28'13" W SET 5/8' C2 OF 5 GRADING AND STORM DRAINAGE PLAN BAP 110; PEBAR t i C3 OF 5 TEMPORARY EROSION AND SEDIMENTAION CONTROL PLAN i - OUTLET NOT ASPHALT t ' °OLOCATED C4 OF 5 WATER AND SANITARY SEWER EXTENSION PLAN + PAVING C5 OF 5 DETAIL SHEET t i I PROJECT STATISTICS VACATED 60' P.O.W. SUBJECT 10 EXISTING SITE AREA = 27,750 S.F. (0.637 AC) ' r SEWER INSTALLATION _ PER ORD. NO. 2051 PORTION OF TAX LOT No. 192305-9043-07 PROPOSED STORM Y� - PROPOSED ASPHALT j PROPOSED CONCRETE PROPOSED CONTOUR - - - - - - - - - 336 - - - - - - - - - - - PROPOSED SPOT ELEV. PROPOSED WATER PROPOSED SEWER A, CB PARCEL 2 r RIM =27.3 - Y - INV = 23.1CA t t NOTE: I NATURAL GAS IS AVAILABLE APPROX. rIo'� 500' FEET SOUTH �OF SITE. L_.j i all S S; S' 91 Oe+ i SAN. SWR. MH RIM = 28.0 INV = 19.3 o REVISION I BY I APPR. I DATE r P. GR ODE WASy� B � Lu CN4 z > '- 0 Lu �> aW a }- Z W 0 ad a:X Z a W ar LL = I 0 LL U) W 0 ca Q V♦ ♦+/ Z a 0 =W 0 0 �0 F- 00 U W� 0 J ZW O� F_ °C Q c'M c�0 Ocr)oo 0 0. I- � 0 °C�a� 00 U 3: ♦♦^^� wCV w 00 �WZ� _.,, Z a 0 \.% Z0a: 0N- a c\j 00 2r = C5LLj U Z j O zw (10gN a _j � X o ►_ Z Q Z 2-1 W N g Z Q r7 N N p CDN 00 z ofZ> ���0 �Z N Q I ! w ``' L0 L0 Z L0_ (N 04 W N Z O C) -� Y UN Ut(n N ` 3", s Q Z i Z I W 0 r,,,k]��397Y�� 2 � NA lay2Y Lo CV EXPIRES 6-10-97 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS ,00 V/ j � 0 COVER SHEET z � ljCQyO� m DESIGNED DID DA DRAWN DO CHECKED QQ Sc APPROVED - ---aaecTaR a 6' GRADING AND STORM DRAINAGE PLAN A PORTION OF SECTION 19, TWP. 23N., RGE 5E., W.M. 1" = 20' • 'NX64 r v _ ....... - _.......... ... _ ... ... . SO ~ ' x R 3869.71' L = 150.00' CONSTRUCT EXTRUDED CONCRETE CURB PER DETAIL THIS SHEET se r- ----- M... CB11, TYFt l x LOCATE IN f LOWLINi r , 7sx �s0 IM=27.18 ??_Y .�,� x ? =24.60 ?'s ?e S °'*-�` a • 1 +24.25 (NEW 8' ) ,,•••rt-i},,•; t , Sy`?e ,n / 1 . 9 �'� ae lj y•rt r 3 LF {I SD 1.137G i / sCa F, HP 27.3 1 yy C8#2, I y1CONSTRUCT� CETAILTHiSCUSHEET� r :•� �� D x� • ' RIM 26 �,� %' . tip, 0 i I ?e ?� ?. I ..-ram,.-:•r , 1 tid' ( F f 'f'tN' ��- :) ,�H TRr-.t�'-F-•A.I-•: I cly FF-2eoQ I i° �t;; x I ttI ' 1 I CONCRETE PAVING PER + MCDONALD'S CORPORATION ., � � � , ;�' '• r. '` I` � REQUIREMENTS Co (-- - - - - - - - - -- - - - - - - - - - --r` .. "' > ' x" ► I P r :Fr f ?, (t' I - ?ASP ' (;pl-� w 16, �^ ....., . 1f O L J AKzs • • • .. % V)AM Y 3 � AR E STORNWATO DRANAGIE NOIE� 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE * 1988 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATIONS (APWA), AS AMENDED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WATER UTILITY. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM SHALL BE U.S.G.S UNLESS OTHERWISE APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM WATER UTILITY. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE. OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM WATER UTILITY. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARE FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. 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. ALL PIPE BEDDING SHALL BE APWA CLASS 'C,' WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95 PERCENT FOR PAVEMENT AND STRUCTURAL FILL AND 90 PERCENT OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES AND OVER AND UNDER PVC PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT J1 OR BETTER INSIDE AND OUTSIDE. ?11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL 13. OPEN CUT ROAD CROSSINGS AND EXISTING PUBLIC RIGHT-OF-WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 INCHES TO 8 INCHES/4-0 PERCENT TO 70 PERCENT PASSING; 2 INCHES TO 4 INCHES ROCK/30 PERCENT TO 40 PERCENT PASSING; AND -2 INCHES ROCK/10 PERCENT TO 20 PERCENT PASSING. 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM UNLESS APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORMWATER UTILITY. AN ACCURATELY DIMENSIONED CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY OF RENTON UPON COMPLETION. 16, ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FIAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFT, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED 1Y THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE TRAFFIC ENGINEERING DMSION OF THE DEPARTMENT OF PUBLIC WORKS. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23, TRAFFIC CONTROL, SHALL APPLY. PL 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA. 50 n eo 'y . I _._............. - T M N TO g�26. � I O � ,r O 2'.so 22 LF 6f SD 2e3 ; Z v • 2.00X xe CONSTRUCT EXTRUDED tt CONCRETE CURB PER CB 3 TYPE I • �,I ' 0° b 144. 9' s 1 DETAIL THIS SHEET CLEANIM DATA: RIM=27.36 S 89'28'13" W `� >jz6' Cot IE=24.75 .� ` I, 'i r I RIM=27.90 SAWCUT EX. ASPHALT #' I IE=25.38 ,�. ALONG PROPERTY LINE ID A" +l(, IM5 j � E25.80 �r ASPHALT PAVING PER ! f • DETAIL THIS SHEET i l C0#3 r ib e� ,� 6r• RIM=27.75 ,1 IE-25.83 xti I F 1' w RIM 27.80 { a WFI? tkSfALL1iP'�N _� 5T IE=26.40 3AVFIEP Oro. ,l , �+ RIM t Ira . - T IN - 2. 7., t 1 i NOI E: i t.t I NAIIIF: I... Cl�A .r �I f NO. REVISION 0 0o O % 0 �,, 00 � a 0000 O n n nn0 nab oOn "Iron" 3" (MIN.) COMPACTED CL "B" I ASPHALT CONCRETE PAVEMENT 6" (MIN.) COMPACTED DEPTH CRUSHED SURFACING (5/8" MINUS) COMPACT SUBGRADE TO A DENSITY REQUIRED BY SOIL ENGINEER RECOMMENDATION NOTE: PAVEMENT SECTION DESIGN SUPPLIED BY MCDONALDS CORPORATION ASPHALT PAVING SECTION NTS PAVEMENT WIDTH - 1" R El 5 112 1 /2" R CEMENT CONCRETE VERTICAL CURB AND GUTTER NTS 1V MIN. 2 1 /2" 5" 2 1 /2- a � � a n n _` R �" R a c = EXTRUDED CONCRETE CURB NTS BY I APPR. I DATE �F w SSys B J E'- 0 z Lu zz - 0 O it U W z O z W rI _VJ Q z O SV ZW O� �-M a: a C'M) 0 a:O O cf) 00 0 [L �-Q) 0 a: z a r,--, 0) 0. 1 O U �� [L N w U) . w W Q M W 01-S 0 z zQ O a j N z0a: p 04 Y pN VO 2r V) LLJ ►- 0 _z 5 Z w O V) Lv a. Z x Q Z W LiJ .5 Q N r� N N Z p N 00 z- �0)C00 N I I ww CN Q Ln . Ln Z Z Ln C14 C14 z - N z CD CD J Nr U IV) Q � I Z - w g2L39175.p ��I��2 E.� �`� (s► �, 14 CO EXPIRES 6-10-97 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS GRADING AND STORM DRAINAGEERW DESIGNED DID Iurq V 5 1996 DATE 6-3-96 FILE NO. DRAWN DID _ -- utvELOPMEN T PLANNING; CHECKED DID !SCALE �- 20' FIELD BCk ' OF R'L'r APPROVED i� %'iECTOP ov PUBLIC "KS ------ SHEET OF 5 File: 5825-GM1 Date/Time: 06/12/1996 10:43 Scale. 1=20 Don Dawes, BCE Xrefs: Z-5825S, 11 = 20' TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN LN BENCHMARK --- NW TIE BOLT ON BASE OF ILLUMINAIRE ELEV. = 28.92 �O\INO G O�NO�R G� sR i O r Cp CMG loop MAO SOTAA 3 0 = 0 2'13' 15" SRN ONLY '?6� j'� OAOwP� R = 3869.71 A PORTION OF SECTION 19, TWP. 23N., RGE 5E., W.M. \ 6 TS k`t1. © TSB L ern. I i y1' 1 TS8� N 88'53'03' E SAN. SWR. MH -SET PK NAIL ��Q WV = 2182 \ W/WASHER PSpHA R L = 150.00' ?; L \ CONC t 6 \ Rg *x V ASPHALT O- TSB *?'>'�* / `r sy t % PAVING / RIM 25.9 2 TS TPOB B� N S�p,PEp yes PNSM,S;, � wP`�\l 1 6' �� � .` a� INVV .24.1 ao f AR . SR�G M E i GO ORO ?s s' t -2� x p EEG N 5•��� _ - 28 SET 5/8" g* NOERGR �\S R19V03�4. 1 s PC REBAR V OR 10g10 1 VftB ?ss T P ?s�P?6? ASPHALT - - 9 �C�RB e RDI N0 8 ?es'jC�.IG� P a>� PAVING .9 j CID PROVIDE CB gROTECTION - / BT J__ IL1 0 ti6� 1 C --x?>? = 26 $ - -T � -- 6,. PINE ?�e �" PINE RIM 6 $ ` 1 _$a INV 25.3 EX. CURB TO F VED �i�'CK WAL4 1 eT- o ----- TO BE REMOVED 1- ., T REMAINI r... . o I ?� _SD` x29 1� o I ° LANDSCAPED _ _ b AREA J ?� s� TO E REMOVED x ' p I , �6 CB .. ` - -- --- - - RIM = 2I 5 BENCHMARK I INV = 24. I ., �6 SW CORNER OF CONC. f ?e, �,0 REMOVE EX.� -� 0 E_LEC 1 INICATIONS _-sa_ II' ' HH 1 PAD AT BASE OF 8708100375. T - -- 6 ?> STORM DRAIN ( 5 0 1 3 ..,16. POWER TRANSFORMER ELEV. = 26.38 eta A5PI-jALT I XISTING ? �/ ono t70 �` ` PAVING- �' , �6 I UILDING� I,�,€. a7 s , o TO BE REMOVES FF-a$ ab :1 � I� �� � I -EX. CONC. CL,pB N INLET NOT � y ' / 2'' i r v TO BE REMOVED 1 ?8> LOCATED \ 1f� i > . I: I Z ? N ONG-- I I I lye w Q + \ �9. G I I I 6� PARCEL 2 - - - - I O a I Ld 12" PINE INE N CB s k J t+ lei d cv y RIM = 26.8 I C8 / E C _ - - ?e �' INV = 23.3 2� ;, I -_ : �� -__ � M 0 RIM �5.4ADJUST TO GRQIZ tINV = 23.6 O HN 4 PLANTER WM INLET1oT • ! ` // ?>S IOrATED - REMOVE EX. STORM DRAIN == ! �_ OVIDE CB PROTECTION R N'� ER CITY STDS. (TYP) T_ I N PARCEL^ 2 - - - - - - - PROVIDE CB PROTECTION 3 --- - PARCEL _1 I .. I ' y _ ASPHALT M N I r_,_�.------- PAVING ASPHALT t y O PAVING ( '^ TO BE REMOVED z I J I 144.29 } SET 5/8" 1 11, S 89-28'13" W SET sja" 55 REBAR 10' REBAR r fOUTLET NOT00 ASPHALT j f LOCATED CONSTRUCT TEMP. CON STRUCTIO I ENTRANCE PER DETAIL THIS SHE PAVING ` r j VACATED 60' R.O.W. ►-I �� �___ __ SUBJECT TO EXISTING SEWER INSTALLATION I o �I I PER ORD. NO. 2051 SAN. SWR. MH RIM = 28.0 LU Ioo I INV = 19,3 1 z� CB PARCEL 2 i RIM = 27.3 - al . INV = 23.1 o File: 5825-El Date/Time: 06/12/1996 11:05 Scale: 1120 Don Dawes, BCE Xrefs: Z-5825S, EXISTING GROUND EXISTING GROUND 100' MIN. 15' MIN. - EXCEPT MAY BE REDUCED TO 50' MIN. FOR SITES WITH LESS THAN 1 ACRE OF EXPOSED SOIL. z w R/W w mQ 00 Qw 0 W 12" o a CIONrFOL Now 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 6. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED SOIL AREAS GRATER THAN 5,000 SQUARE FEET THAT ARE TO BE LEFT UNWORKED OF MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONG WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 8. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE, A MINIMUM OF 3 FEET HIGH IS REQUIRED, WITH 3:1 SIDE SLOPES. 9. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24'x5O'x8" OF 4 TO 6 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. CONSTRUCTION 3EOUEW9 1. ATTEND A PRE -CONSTRUCTION MEETING. 2. INSTALL FILTER FABRIC FENCE WHERE SHOWN ON THE PLAN, AND AS DETAILED ON SHEET C5. 3. REMOVE EX. STRUCTURES, TREES, CURB AND ASPHALT AS SHOWN ON THE PLAN. 4. GRADE SITE AND INSTALL STORM DRAINAGE SYSTEM, AS SHOWN ON THE PLAN AND AS DETAILED ON SHEET C2. 5. INSTALL ALL OTHER UTILITIES, PER SHEET C4. 6. CONSTRUCT EXTRUDED CONCRETE CURB AND VERTICAL CONCRETE CURB AND GUTTER WHERE SHOWN ON THE PLANS, AND AS DETAILED ON SHEET C2. 7. PAVE PARKING LOT AND CONSTRUCT CONCRETE DRIVE THRU AS SHOWN ON THE PLAN, AND AS DETAILED ON SHEET C2. 8. LANDSCAPE SITE PER SEPARATE LANDSCAPING PLAN. 9. HYDROSEED ALL DISTURBED AREAS NOT SHOWN ON THE LANDSCAPE PLAN. 10. OBTAIN FINAL INSPECTION, 1. Use 4" to 8' quarry spoils or crushed rock for surfacing as shown. Material with "fines is not acceptable. 2. The 100' minimum length shall be lengthened as necessary to insure material is not tracked into the public right-of-way. R = 25' MIN. a 3 0 0 EXISTING DRIVEWAY J I TEMPORARY CONSTRUCTION ENTRANCE RAMP OR SITE ACCESS ROAD ADOPTED PLAN Ah IBM CITY OF RENTON « NO SCkf • Standard plans LST DATE: 12/15/91 DATE REVISION I BY [APPP'ri DWG. NAME: BR23 SP PAGE:6068 NO. REVISION BY I APPR. I DATE ,. W a� a W a 0a: aQ a: 0 U. V' 0 0 I` X v! a W 0.. v0 0 0 co ZW O 4<Ct') a: 0 0Cl) 000 a. H (7) 0 Cr.Za 00 � U a. ♦ ^ w00 v, .00..% OWZ(0 ..J Z .< 0 a � u z0a: O N a CY UD 2r N LLJ :D E� O zV) w aQ z X L oZ LLJ LJ Q N ►•0 N N :E Z p cl O N 0) 00 zCN cY z (00000 I I W w LLI � ¢ u-) to Z 5 Z Lr) CN 04 w N Z p CD -�> Y U t� Z U z -> to 0 �-23975 �� s iSTE�� ��`� S/0NA `2 v �b L ECG �L NyJ 0 CO EXPIRES 6-10-97 04 CITY OF RENTON 00 DEPARTMENT OF PUBLIC WORKS L TEMPORARYz EROSION AN SEDIMENTATION CONTROL PLAW ' m ° DESIQN DO"� DATE 6-3-96 FILE NO. ' DRAWN DD CHECKED DD _ aCALE 1" a 20' FIELD BOOK _ PAGE APPROVED U aueuc_j�iKs -'-- SHEET C 3 V ov OF m o a a� 0 to-"z " ov `.rdv . " 0 ,v e � U Q� 120' Q Z pW 0 WATER un TY - GeERAL NOTES AND SPEC99CAMN& Q p Z 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND Cr Cr W SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION 0 Q OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED BY THE CITY OF OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. RENTON. 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 LIMITED TO 8:30 A•M. TO U. 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT 0 LL 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 OF PUBLIC WORKS AT 235-2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE PUBLIC WORKS AT 235-2635. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. W O Q 0 APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR p �. Q MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON Z L a CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO STANDARD SPECIFICATIONS. O AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE, CALL 48-HOUR LOCATORS, Q r 1-800-424-5555. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO • • Z W 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AVOID DAMAGE OR DISTURBANCE. z w V AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52 CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE 5. A PRECONSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO 0 0 = 0 JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO F- 0 IRON PIPE INSTALLED SOUTH OF SUNSET BLVD. (EMPIRE WAY, SR 900) AND WEST OF SR 167 SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL Q 0 < ; (EAST VALLEY FREEWAY) OR IN SOILS OF HIGH RESISTIVITY SHALL BE POLYETHYLENE BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE f WRAPPED PER ANSI/AWWA C105-77 STANDARDS. CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN vJ ADVANCE OF BACKFILLING ALL CONSTRUCTION. 0 J. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS _.) NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. CEMENT 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS METHODS AND SEQUENCES OF LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/A21.4-85• IF FITTINGS ARE CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION - 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL SITE. \ BE IN ACCORDANCE WITH EITHER ANSI/AWWA C 110/A21,10-82 OR ANSI/AWWA C153/A21.53-84. 3-INCH TO 12-INCH DIAMETER FITTINGS WHICH HAVE 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY �CO a3 MECHANICAL JOINTS AND/OR FLANGED JOINTS SHALL BE IN ACCORDANCE WITH OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. ANSI/AWWA C 11 O/A21.10.82 OR A COMBINATION OF ANSI/AWWA C 11 O/A21.10.82 AND ANSI/AWWA C153/A21.53-84 SUCH THAT THE PORTION OF THE FITTING WITH A 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE MECHANICAL JOINT(S), MAY BE IN ACCORDANCE WITH ANSI/AWWA C153/A21.53-84 AND PRECEDENCE OVER ALL OTHER PLANS. THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53-5.3 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION OF ANSI/AWWA C153/A21.53-84 OR WITH SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-82 IS IN PROGRESS. SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. -„_ ��, ,'% - ' '+ _� �_ ':... ..�,• `•�' �? 6• HALL PROVIDE THE CITY OF RENTON WITH AN AS BUILT DRAWING OF 1 THE CONTRACTOR S SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY,THE SANITARY SEWER BRONZED -MOUNTED DOUBLE DISK WITH BRONZE WEDGING DEVICE AND 0-RING STUFFING PROFESSIONAL ENGINEERORLICENSED PROFESSIONALSURVED EYOR. SIGNED 8Y A LICENSED «. ero . ALL 11. BOX GATE VALVES SHALL DBEI DESIGNED FOR A14,INMUELLLERA COMPANY NO. A2380, OR M&H 00 BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE • ,. DIAMETER A ER, SHALL BE INSTALLED IN A VAULT. SEE WATER AVERAGE DEPTH OF 6 INCHES MAXIMUM DEPTH OF 8 INCHES THOROUGHLY TAMPING EACH STANDAR DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND ,..' .. _ l FOR ON DIAMETER ON EACH SIDE OF P R T I THE NCH. 7. 0 E PIPE DI E CH DE HE PIE 0 0 THE SIDE OF E THE FIRE HYDRANTS SHALL BE COREY TYPE OPENING WITH THE PRESSURE) CONFORMING TO MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. AWWA C-5 -1 A -80 WITH A 6-INCH INLET AND A M.V.O. OF 5 INCHES, TWO 2/ 1 /2 INCH HOSE 04 - _ ._ ►' I NOZZLES WITH NATIONAL STANDARD 7-INCH, 60 DEGREES V. THREADS, O.D. THREAD 4.875 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY AND ROOT DIAMETER 4.6263, 1 1/4-INCH PENTAGON OPERATING NUT OPENED BY TURNING SHALL BE 3ACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO ' . 1 COUNTER CLOCKWISE (LEFT). THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND 8• ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM SHALL BE PER CITY OF RENTON CURRENT STANDARDS. PROPOSED STORM PROPpEIM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE DRAINAGE PER 'g TO BE LOWERED TO CLEAR. 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. xi -�- ' - TO BE DEMOLISHED �� ;I H- C2 ) �� t 9. ALL WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL BE CLEANED WITH PIPE 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE (BT OTHERS) ZS LF 6" SS i CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE AQUA SWAB -AS OR APPROVED EQUAL .2 LB/CU FT. DENSITY FOAM WITH 90A DUROMETER COMPLETION OF CONSTRUCTION. II - ------ 02.00X I URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CITY WILL ASSIST THE CONTRACTOR 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN `omCOi3 I WHO WILL PERFORM THE CLEANING OPERATION. Y 0004 I ACCORDANCE WITH SECTION 7-02.3 1 OF THE CURRENT STATE OF WASHINGTON STANDARD ___ --- c ) -- - -- D t• > t SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY -- i 9A. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL 1 � i OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE LEI CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE t.s♦ .-. it J .� ,y,• �� •. ��;_ _ __„_ . .._ �_..._ r. ;i TESTING SHALL BE DONE N THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE _ - --' 2 LF 6" SS COf6 ° ' t\ PIPE. r 98. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM REMOVE EX. WM I� ® 2.00% _ _ __ ° N I (MINIMUM CONCENTRATION CHLORINE WATER SOLUTION. Y i ) / DR CALCIUM HYPOCHLORITE 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. t 168 LF 6" SS - 32 LF 6" SS ° O ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS O 2% MIN. ® 2.00% _ _ . ° a r p REFERENCED IN 1 ABOVE. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM oom . 20 LF s" SS v ° ° > �t (/) 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL v ° 9-.2.00� ° ° 10. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A DIRECTIONS TO MATCH PAVING. MINIMUM OF 3 (THREE) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. PRIOR TO i� SCHEDULING THE PRECONSTRUCTION CONFERENCE, A PERMIT INFORMATION SHEET MUST ------PROPOSED 1" BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. TWENTY-FOUR HOUR NOTICE WILL BE IRRIGATION METER �� ��; s •. �.. �.� _1, :� r s :,tM,y,° .h`•K d-,�•��� s: *4 ..,n <-,y Ri- :. g ,_Tl'. iow y..'� r • i ,I:` � '}/+Yl - i'. �.`�a ,y +. s. - , : � A' s6•Y,, �,�`si7. `' : Ic t F" • WATER ANDANSEWER �- aW A PORTION OF SECTION 19, TWP. 23N., RGE SE., W.M. REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. CONTRACTOR SHALL VERIFY EXACT LOCATION AND ELEVATION OF EX. 8" SS PRIOR TO CONSTRUCTION CONTRACTOR SHALL SAWCUT EX. CONCRETE AND ASPHALT AS NECESSARY TO INSTALL 6" SS It iC) re) 4 LF 8" D.I. ° ,' i I� �' ' 1 1 2" COPPER - WATERLINE _ _ _ _ 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 12 INSTALLATION OF CORPORATE STOPS WATER SERVICES I p eb. 3PROPOSED i W OPOSD 1 ICE FIRE HYD. M ER Z E REMOVE EX. WATER LINE l i I i 14469 S 89*28'13" W RELOCATE EX. FIRE HYDRANT AND REMOVE BOLLARDS , Z 0W Q�(M �p0 0 � 00 0 0.�0) 0 �" Z O 0 � U �: CL w tV W , p 00 pWZO JZQ 0 Q j z0cr 0NY a 00 T :J F- F- = U) w F- z j O � zw �N w a� X Q o ►- Zw z W li � Q N r7 N O N N 00 z p o' 0 00 N rn c0 r- 00 z > z N Q I I W w c�Z �_ �� w N z O O -� Y �� v V) o 'O �p,� �E W A Sys Q r _ z W 0 23975 2 0 A MINIMUM DEPTH OF F STF�c`O REPLACE PER DETAIL F ' TWO INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SS/DNA ON SHEET C5 ' i SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAW CUT TO A GO MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. EXPIRES 6-10-97 v 18. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL Cm ' EXCAVATION WITH A PERMANENT SEALED PATCH TO BE PLACED, TO CITY OF RENTON CITY OF RENTON 00 2 EX. HYD. IS WITHIN POLICY, WITHIN TEN DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF + FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR WRITTEN E P A F2 T M E N T o F P tJ B LI C WORK S 300' OF PROPOSED BUILDING 63 LF 8" D.I. ' APPROVAL OF THE INSPECTOR. ' i, _ -O 19. FOR CITY PROJECTS SUCH A TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BESCHEDULE 40 IN UNIMPROVED WATER AND SANITARY SEWER CHEMICALL ROCESSL NESSHALL BE CEUNDERD SCHEDULE 80 IMPROVED AREAS. ALL SCHEDULED 80 PVC PIPPjll EXTENSION PLAN m DESIt9NED DD - . _ � ' - � CIF R�: , :.^•i�<.� -- - - - DATE 6 3 96 FILE NO DRAWN DD - T-. CHECKED DD ^ SCALE 1 FIELD BOOK PAGE W NO. ___ SNEETC4 OF5_ j File: 5825-WS1 Date/Time: 06 12/1996 09:16 Scale. 1=20 Don Dawes, BCE Xrefs: Z-5825S, REVISION BY APPR DATE m APPROVED 6 UBUC WORKS / : ♦ -. r. .. r... .. 9 l.J s . ,. „s'Si+�.a....._..,.___.�._....�_�"`,a_s.c,�i!...tts'4'd_.t.i�•�+._c_�'3f�`'_��c.r_... .. �'f` '�. _�'' a.+ll�i0..'.'•i`�t. ...-1 ..?�,..kN....�9_,._,.�;...�St,a•�►__ .. ��?.w' - --1I I LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, * AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 13. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE DEPARTMENT OF PUBLIC WORKS. ALL NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 14. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWINGS. ..,, - 246 LF 8" D.I. , REMOVE EX. WATER LINE15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING RIM=27.14 AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. IE=21.94 16. ALL JOINT RESTRAINT SYSTEMS SHACKLE, RODS, CO#6 ( NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS, OHIO OR EQUAL RIM=27.95 APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS. IE=22.34 -/ It 17 ASPHALT AND CONCRETE STREET PAVING SHALL BE SAW CUT T SAWCUT EX ASPHALT RAISE-1 /2" WIDE BORDER 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1 /8" 10" 9" 5/8" CAST IRON RING AND COVER PIPE MATERIAL AS SPECIFIED BY THE ENGINEER �N VALVE BOX SHOULD NOT REST ON PIPE. LATER COMPACTION N 4REA OF VALVE BOX COULD CAUSE THE BREAWGE OF THE SERVICE, 4 TO 10` AWNS REQUIRE 3' MIN. COVER. 1 r AND LARGER MAINS REQUIRE 4' MIN. COVER •7 12" ;0 --- FIBER JOINT PACKING 45 (1 /8) BEND II PLUG TO BE SEALED �- IN SAME MANNER AS MAIN SEWER JOINTS. �� DATE I REVISION BY APR' N UNNPROVED RICHT-OF-WAY NSTALL METER BOX AT PROPERTY LINE. W z J oc 14! MAX. LEAVE EXPOSED BY PASS NOT FOR IRR%ATION DETAIL SHEET A PORTION OF SECTION 19, TWP. 23N., RGE 5E., W.M. r-o" CONCRETE p CLASS 3000 6 INCH OR 8 INCH CLEAN -OUT r 7� ADOPTED CITY OF RENTON Standard plans LST DATE:12/15/91 DWG. NAME: BW18B SP PAGE: B076 CAST IRON OR 2' BRASS NIPPLE DUCTILE IRON (MIPT x MtPT) WATER"N. CONCRETE BLOCKS - FOR SEROCE FROM EXISTING WATERMAINS INSTALL r FORD F202 S(YLE SADOEL (ET) ALTERNATE CONNECTION DETAIL 3' MN. ca�R FOR EXISTING MAINS 1 r MN. MATERIAL LIST FOR 1-1/2" SERVICE 1. r topped too. � 'Ong X r bras "Ft.- (MIPT) 13 3 r (tBBM) IOWA gate voNe (full opening for tapping) - bquOL 4. Two piece, cast iron valve boor. Olympic Foundry Cc or equd. CRUSHED ROCK BASE Standard T top section with regular base section, length to fit. 2 - 90 MASS OR BRONZE ELLS (FIPT x F1PT) TO SUPPORT VAULT. 2 - BRASS OR BRONZE NIPPLES (r) 5 14' MIPT x compression fitting, Ford C84-66 or equal 3 - BRASS OR BRONZE MAPLES (1-1/r) 6. 1-C MIPT x compression fittkg, Ford C84-66 or equal 1-1/2- AND r WATER SERVICE DETAIL 7. 1,C Packed joint ell. Ford L44-66 or equal. MATERIAL LIST FOR 2" SERVICE S. CuIrtoms der with by-pass, Ford VTM 56-120 x 13 3/18' or egad, with ver6col Inlet and outlet 1. r topped tee. 9. �pd Netr Spreader, euppiiad by d Renton Water Maintenance 2. !f long x r brass ripple (MITI) Civision, to be instatlsd vi metor defter by contractor. 3. r (11M) IOWA gate valve (full opening for tapping). 10. Water meter shad be supplied by the City of Renton and installed upon removal of the ternporary blow -off assembly and acceptance of 4. Two piece cost iron vatm box, Olympic Foundry Co. or equal Standard Er purky and pressure tests' top section with "for base secton, length to Fit 11. tr x 215lconcrete meter box with lr steel diart+ond-plate ewer, 5. r FIAT x compression fining, Ford C14077 or equal. Fog -tight Meter Sod Co. No. 2T metr box or equal. 8. r Type .K* soft copper tubing, length to f2. 12. 1 1/r coupling (compression x FIAT) rnth plug (r an, Ford C-14-66 at egad. The pro -party owner is rsaporr�ts for arty necessary odoptation 7. 2r Pocked joint oil, Ford L44-77 or equal. and extendon of the water service. 8. Customsetter wtth by-pass, Ford VTM77-12B x 17 3,116' or equal, with 1-1/2" & 2" WATER SERVICE DETAIL vertical inlet and outlet. 9. R1gM Meter Spreader, supplied by City of Renton Water Maintenance to installed in by aontroctor. Oivb;on, bs meter aefter ADOPTED 10. Water meter shoN be supplied by the City of Renton and installed upon CITY OF RENTON removal of the temporablow-off assembly and occeptonce of purity and ry I pressure tests. ♦ Standard plane 12. r coupling (compression x RPn with Plug (MWT) Ford C-14-77 or equal. LST DATE- 12/15/91 The propel owner Is respore+ble for any necessary adaptation and extensKxr of the water service. T Y APR' DWG, NAME: BR42 SP PAGE: 8107 DATE I REVISION B A CONCRETE PAD II. 2" VENT PIPE TO BLDG.- VENT SYSTEM TO PROVIDE POSITIVE DRAIN TO GREASE TRAP 6" MIN DIA.- INLET ► EL=21.90 (VERIFY) NON -SHRINK - GROUT PRECAST CONCRETE VAULT - COAT INTERIOR WITH COAL - TAR EPDXY, SEE NOTE #4 DIM "B" RIM EL=27.30 RIM EL=27.30 ADJUST TO GRADE SECTION VIEW AA DIM "A' CLEAR ACCESS OPENINGS 24" MIN DIA LOCKING FRAME & COVER: GAS TIGHT, HS-20 LOAD CAPACITY AND LABLED "PRIVATE SEWER" (3 PLACES) RIM EL=27.30 6" MIN. N MINSTANDARD C.O. FRAME AND COVER. 0.33' MIN. . SE DIA. T FRAME IN CEMENT GROUT. SCREW IN CAP NON -SHRINK A GROUT BOTH SIDES N , 7.-11-- PRECAST DIVIDER PLAN VIEW SLOT BOTH SIDES WATER DEPTH SIZE (GAL) DIM "A' DIM "B" DIM "C" DIM "D" DIM "E" 2000 12'-8" 6'-8" 8'-0" 4'-7" 3'-107 ADC A e= IwiTCDr'`CD'rnD CZ17IA1(-%_ t% A i IN it ATInKIQ- NUMBER OF MEALS WASTE FLOW RETENTION STORAGE LIQUID PER PEAK HOUR X RATE X TIME X FACTOR = CAPACITY 75 X 5 X 2.5 X 2 = 1,875 USE 2,000 GALLON INTERCEPTOR. NO DISHWASHER (DESIGN CRITERIA UNIFORM PLUMBING CODE APPENDIX H) �--JOINT SEALANT 1" DEEP 1" STYROFOAM ALL AROUND - CEMENT CONCRETE CLASS 5 (1-1/2) 6" DIA. C.O. (STRAIGHT 'T' RISER) OUTLET EL=21.90 (VERIFY WITH MANUFACTURED PRODUCT) 12" MIN. COMPACTED DEPTH PEA GRAVEL A - SANITARY SEWER PRECAST CONCRETE TANK NOTES: 1, CONCRETE: 28 DAY COMPRESSIVE STRENGTH fc = 4500 psi 2. REBAR: ASTM A-615 GRADE 60 3. MESH: ASTM A-185 GRADE 65 4. DESIGN: ACI-318-83 BUILDING CODE ASTM C-857 "MINIMUM STRUCTURAL DESIGN LOADING FOR UNGERGROUND PRECAST CONCRETE UTILITY STRUCTURES' 5. ALL SEWER LINE CONNECTIONS TO THE INTERCEPTOR SHALL BE CORE DRILLED AND SEALED WITH NON -SHRINK GROUT. GREASE INTERCEPTOR DETAIL NOT TO SCALE 2 20 s� C\t y0 U W IF p. I Q> �Q Z �- W O C] Z (: W Q LL LL (j) 00 Q W � o t' z -0) O Cn Q C) z =W U O H-"0` :2I­_ a �O. Q OM O Cn _I W .J I- ZW O� a. F- - M a: Q M �C) � O(j)ooO a. Iw...C) O oACzQ� V � I a'S U 04 /n ~ W 1,/ � e Q W h Z O a ZQ N Zoa: ONE pN VD 2v""` _ 1n (' U F- Z j O zLLJ n w a- Q Q Zw Z L1J N >Q r7 O N N N 00 Z z � � cr0, 0000 E z N Q I .- I ww Z In CN C'14 W `- F- (D (0 N Z O CD -�a Jro - Z WzIF- FL3975T A`' ► OL/NA COJ EXPIRES 6-10--97� CITY OF RENTON DEPARTMENT OF PUE3LI4_- WOf4 DETAIL SHEET��hr�11 ` aF W Asy� � N DESIGNED ll_U .-_ - _ DATE 6-3-96 FILE N0. ------ -- DRAWN CHECKED OD_ DD _ ---- SCALE 1" - 20' --- _ Uj ' V W FIELD BOOK_ PAGE. APPROVED _ !_ DRECTOR OF PUBt.IC WORKS V 5 5 SKEET �+ NO. REVISION BY APPR. DATE :' , .... ��.� .1-! .. ,' .. ,. f �n A..,y: "l i_ :.. �.. ._. .s .:. w:: Y t.Ms ..I 'c.l "4.. .�, • 4 .: ', .. � �.t .. fly � %. , • 35r : C:., k,.. +'� ... � .,4.�.. - , .§ .3:_ fad'', .. s� �:�- .. . - rY-�di�i. SIN '4-h �x{f.'^Gf'x�� . w "k�:� .�L. 3..FS��if -. LANDSCAPE PLANTING PLAN A PORTION OF SECTION 19, TWP. 23N., RGE 5E., W.M. V„ B 1..'''1 C l-I IV, R I" NAIRE r_. .�.. 0 = 02*1315 R = 3869.71' < L = 150.00'xlhT', nl �l� To hAV ' rug ..1 3ET II :c";Arl -✓ __. 11VV _'t 3 SIJ I L 1- It i - I I I I I 't lei •g 1 . _ I :r Y ! ..._ s. i S 89*28'13" W File. 5825-L1 Date/Time: 06/05/1996 09:52 ScO1e: 1=20 '-n Dowes, BCE Xrefs: Z-5825S. AT vTer �c L r.. � t 115 7'E 142 i. 11 2'1 -1(/D GAF 1111MIIIIII c� to GON fi ;II 2e4' 60K , . 115 s" i GON T- NO. �0, I Z 'dA& e4e— S 41 4g 'a+or4N m 0VL->'I- r_j l.ON 1'v ►old 1 >2 tz I 60:,Nllrfc rt t 4 I-jAV4-Io�,11 out GOI,Gd-� REVISION BY I APPR I DATE w F- F- aw Q � W 0— QO a: cc 0 Q or U. 0 L- w� 0A F_ v) Q = W 0 00 U) Cy) ZW O> M Q cr. M cr00 Z O F- Z W cr I �� VJ 0 J Q Z O 0 U 0(/)000 ^ L.L1.- (3) O CC Z 0� I CL N U) w W OWZ(p ,J Z Q ON Q..J %ft.010 ZOO ONY D U O 2r V) = C� U z 5 0 Z � O Zcn gV) LLJ a x o I— 1� P Q z Z W i w N LL- g Z � r �Y 7 N N Q O N co STATE OF �� 0 00 N r, Z 5 WASHINGTON Z °' co CO of�? REGISTERED CN ANDS APE ARCHITECT 3 Ln Ln 0 z c In N N Z R 00 LZ CD CD� � 5 H. 8UCE McCRORY Y U N CERTIFICATE NO. 50 ,� (VALID ONLY WITH SIGNA RE) RECEIVED f =C� W DEVELOi'mENT PLAN 2 C1T( OF R><NTO>� A�' 5 Gc CITY OF RENTON DEPARTMENT OF PUBLIC WORKS LANDSCAPE PLANTING PLAN DESIGNED DU DATE 6-3-96 FILE NO DRAWN DD - -- - - - CHECKED DD.. _- 3CALE 1" s 20' FIELD BOOK PAID a APPROVED 1 ,. Pjak ZRKS ^ ` - - SHEET L 1 pf 'T SR-96-o75 N to 00 z LANDSCAPE IRRIGATION PLAN A PORTION OF SFC_TI()N 1c1 TWP 9aN Rr.G r%G Ini wA �t N A, -TIE i JL. T UPS Z •<., vti.�s`y.:•'<: ����, fit. - �. •:�` -... LEt AY• S ".41" ; t �ix• GRP 5T" „ R = 3869.71' ,fir ��� ���� c,�• j ���,,,ppp�,A'� ,J- � i ^ �.ly, �6 �i RJkq F r,4N S 89'28'13" W � � t I NOTE..' I File: 5825-L2 Date/rime: 06/05/1996 09:51 Scale: 1-20 Don Dawes, BCE Xrefs: Z-5825S, 1,42 IRRIGATION LEGEND/SCHEDULE SYMBOL DESCRIPTION Sprinkler Heads: Rainbird 1804/1806 Pop-up Head, only 1804 in turf, Riser (R) as noted on plan; Plastic Nozzle. Provide PCS (pres. compensating screens) for radius adjustment only, as noted on plan. SPACING PSI GPM PRECIP. (RADIUS) 0 Rainbird 12 F,TQ, TT, Li, T, Q 30 2.6, •1.95, 1.74, 1.3, 1.74 12' R 0.9, 0.7 O Rainbird 10 F, ti, Q, T, -LA 30 1 .6, 0.8, 0.5, 0.4 1.5 10' R V Rainbird VAN (Variable Arc Nozzle for 1800 Series) 30 (Varies) (Varies) (Varies) 0 Rainbird 15 F, TQ, TT, ti, T, Q 30 3.7, 2.8, 2.5, 1.8, 1.8 15' R 1.2, 0.9 L3 Rainbird 15 SST, EST (Strip Spray) 30 1.21 0.6 1.94 4'x30' (15') Q Rainbird T-4-PC-T22-13 35 1.3 0.52 21' R Q (T-Bird) T-4-FC-T22-25 35 2.5 1.0 21' R -�-�-w Lawn/planter border (edging); see Sheet L1 r Rainbird 100: PEB Electronic Remote Valve (in 10" Dia. Grade Level Box for Single Valve) -� Mini Clik II Rain Sensor by Glen -Hilton Products, Richmond, VA (804) 264-0055 Rainbird ESP- 8 -C Controller (hardwire connection); Provide ground Wilkins 850 - 1 " Ball Valve Double "Carson t11730" Grade Level Vault with Bolt Lock Lid U Rainbird '/." Quick Coupler and (2) 33K Keys (QCV) Wilkins 550 B - 1 " Double -Check Valve (State Approved) with resilient seated shut off valves and test cocks. Test and certification by State approved tester. • Mainline - Class 200 PVC (18" min. cover) size per plan Lateral - Class 200 (12" min. cover) — — — Sleeve - Class 160 (SDR-26) PVC (24" min, cover at vehicle crossings); size per plan Station Number q��Valve Valve GPM Valve Size -------------------------------- ------------------------- - - - - -- f NO. REVISION BY I APPR. I DATE Z O_ F- V 0 W J F- F - %� STATE OF y WASHINGTON REGISTERED DS ARCHITECT H. BRUCE McCRORY CERTIFICATE NO. 504 (VALID ONLY WITH SIGMA TI Z ZW 0> Qa:(") O O (/) o0 0 a. F-- 4) o CCZQ 0 V/ 0, V CL MN //\ w W in WZ(0 .J Z Q 0 Q N Z0cc 0N� pN UD 2T� V) LAJ f— Z 0 zN w a ::D x o� Z w i w Q V Cto O (N CV cV 00 (9 O Z O Z 00 Q) CV (C) I- 00 > ZE w Z CV Q I .— I r- w w z c� �_ t.nu� �� 5Z w C14 Z Q CD w Y Z3 can Z UJ 199 �ty ? 5J r,LAWNI^' 0 CQo Z 0 F_ Z W C� rr� VJ 0 Q Z 0 Q V G V­ - RtF -TON to N CITY OF RENTON 00 DEPARTMENT OF PUBLIC WORKS 0 LANDSCAPE IRRIGATION PLAN Z m 0 DESIGNED _ _ _ _ --� DATE 6-3-96 FILE NO. DRAWN - -- CHECKED _ SCALE 1" - 20' FIELD BOOK. PAGE W APPROVED V o:REcion or c,�,c woNKs --- SHEET _ . Of 4 SA- 9 6- 0_�5 Planting Notes and Materials REVISED 2/ 96 SCOPE OF WOF:C FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH THE TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 90-DAY MAINTENANCE. OUAt IACATIONS LANDSCAPE CONTRACTOR SHALL BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK. CONTRACTOR SHALL BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. JOB CONDf(13NB IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE .AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISHED GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. AN IRRIGATION SYSTEM IS TO BE INSTALLED. DO NOT PLANT UNTIL THE SYSTEM HAS BEEN TESTED AND APPROVED. HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST. REPA19 OF EX67M PLANTINGS DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE-ESTABLISHING FINISHED GRADE AND RE -MULCHING TO SPECIFIED DEPTH. GUARANTEE GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE-YEAR. FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 9"AY MANTENANCE CONTRACTOR SHALL PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK SHALL INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. MATYPIAL.S PL Ah I MATERIALS PLANT MATERIALS SHALL BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (AAN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-1986). PRUNE PLANTS RECEIVED FROM THE NUR �EP,Y ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CA" INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL" INDICATES GALLON. GROW BAG MATERIAL MAY SATISFY "B&B" OR CONTAINER CONDITIONS. A) ;PECFED PLANT CANOPY WE OR CALIPER IB THE kMhWA.I ACCEPTABLE CONTAINER OR BALL SIZE ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) DUALITY PLANT MATERIAL SHALL COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS SHALL BE FULLY LIVE, SHALL BE VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS SHALL BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN -DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE LEADERS OR "Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS SHALL BE REJECTED. PLANT MATERIAL SHALL BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY SOURCES SHALL BE THOSE LOCATED NORTH OF THE 42ND LATITUDE (CALIFORNIA/OREGON BORDER). C) SUBSSTTTUTION NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED SHALL BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, SHALL BE FURNISHED. SOL PRIEPARATION MAY BE SPECIFIC TO THE SITE, OR TO CERTAIN PORTIONS OF THE SITE, AS NOTED ON THE PLAN. THE FOLLOWING: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLAN. A) TOPSOIL. AS A MINIMUM SUPPLY TOPSOIL CONSISTING OF LOAM SOIL WITH 6 TO 10 PERCENT ORGANIC MATTER. TOPSOIL SHALL BE AMENDED WITH SPECIFIC AMENDMENTS IN C)1. AND C)C., BELOW, AND BLENDED TO SPECIFIED DEPTH IN E.), BELOW. LOAM SHALL CORRESPOND TO FIELD METHOD OF DETERMINING SOIL TEXTURE CLASSES FOR LOAM AND SILT LOAM, U.S. SOIL CONSERVATION SERVICE. PROVIDE LANDSCAPE ARCHITECT THE TOPSOIL SUPPLIER AND SAMPLE OF TOPSOIL. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESULTING FROM CONTAMINATED OFF -SITE SOURCES. B) NATNE SUFf--ACE SOL MAY MEET TEXTURAL CLASSIFICATION. PROVIDE AMENDMENTS IN C) 1. AND C) 2., BELOW, AND ROTOTILL AMENDMENTS TO SPECIFIED DEPTH. C) AMENDMENT i ORGANIC COMPOST PROVIDE THREE -INCHES, TWO -INCHES COMPACTED DEPTH, OF COMPOST PER 6 INCHES OF SPECIFIED TOPSOIL DEPTH. MUSHROOM COMPOST, SLUDGE/COMPCST BLEND, AND/OR AGED FIR BARK MULCH SHALL SATISFY ORGANIC REQUIREMENTS. COMPOST SHALL BE FROM NON -FARM ANIMAL SOURCES, NOR FROM SOURCES CONTAINING REDWOOD/CEDAR PRODUCTS. 2 FETULZER COMPLETE FERTILIZER WITH TRACE ELEMENTS, 8 PERCENT SULFUR, AND A MINIMUM OF 50 PERCENT SLOW RELEASE NITROGEN. FERTILIZER SHALL BE "AGRO-DELUXE NURSERY" 10-15-20 AT 50 POUNDS PER 1,000 SQUARE FEET OR 10 YARDS OF ORGANIC COMPOST; OR "LILLY- MILLER- PRO ORNAMENTAL' 14-18-12 AT 50 POUNDS PER 1,500 SQUARE FEET OR 15 YARDS OF ORGANIC COMPOST; OR, "GRACE SIERRA HIGH N" 24-4-6 AT 50 POUNDS PER 2,000 SQUARE FEET OR 15 YARDS OF ORGANIC COMPOST. D) PLANTM BACKFiL ON -SITE TOPSOIL (EXCAVATED PIT SPOILS) AS FIELD PPEPARED FOR PLANTING/TURF. E) TOPSOIL. ARATION AS A MINIMUM, SUPPLY 12 INCHES OF PREPARED TOPSOIL PER A) AND/OR 8), ABOVE, TYPICAL OF ALL LANDSCAPE PLANTING. SOIL AND AMENDMENTS SHALL BE EVENLY BLENDED THROUGHOUT THE 12-INCH PROFILE. TOPSOIL SHALL BE WORKED INTO SUB- BASE/SUBSOIL AS DETAILED. SOIL DEPTH SPECIFIED IS FINISHED, COMPACTED DEPTH. PARKING PLANTER ISLANDS SHALL BE OVER EXCAVATED BY BACKHOE TO A MINIMUM OF 18 INCHES BELOW TOP OF SUBGRADE. BARK MULCH ONE -HALF -INCH (1/2") SIZE, TO ONE -INCH (1"), I.E., "MEDIUM" HEMLOCK FIR BARK. APPLY SUFFICIENT QUANTITY TO PROVIDE THREE INCHES (3" TO FOUR INCHES (4") DEPTH IN AREAS NOT PLANTED IN TURF. FINE MULCH, I.E., "STEERCO- TEXTURE AND CEDAR ARE NOT ACCEPTABLE. File: 5825—LD1 Date/Time: 06/05/1996 09:17 Scol< 1=1 Don Dawes, BCE Xrefs: STAKES 1-1/2-INCH DIAMETER, NET, BY 8-FOOT DOUGLAS FIR (2 X 2 X 8') OW MATEF AL 1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. GIROUPD CONTACT WOOD PRESSURE TREATED HEM/FIR TO SIX -TENTHS OF ONE POUND (0.6 LB.) RETENTION (LP-22). 6" SPECIFIED SIZE WITH 24' #4 REBAR PER DETAIL. LAWN SEED OR COMMERCIAL SOD AS NOTED ON PLAN. SOD SHALL INCLUDE BLUEGRASS FOR BINDER. SOO SHALL NOT HAVE MANMADE BINDER. LAWN EflCiNG 5-INCH BLACK POLYETHYLENE EDGING AS DISTRIBUTED BY VALLEY VIEW SPECIALTIES COMPANY, UNDER TRADE NAME OF "DANDY DIAMOND" PHONE NUMBER (800) 323-9369; OR EDGER AS NOTED ON PLAN. HEABICDE HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION. ANTI -DESICCANT "WILT -PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER. THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE SHALL BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. EXECUTION FINISHED GRADES FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER TWO INCHES (2") DIAMETER FROM TOP THREE INCHES (3") OF PREPARED PLANTING BED. ALL FINISHED GRADES SHALL BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. TSB ARRANGE TREES ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES AND SUPPORTS TO STAND VERTICAL. TREES SHALL BE PLACED AS SHOWN ON THE PLANTING PLAN, LOCATED AS DETAILED AND AS CALLED OUT ON PLANT LIST. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. SHRUBS INSTALL SHRUBS AS SPECIFIED FOR TREES. EXCAVATE PITS TO A MINIMUM OF THREE INCHES (3") BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. MULCH MULCH ALL GROUNDCOVER AREAS NOT COVERED BY TURF. MULCH MAY BE APPLIED PRIOR TO INSTALLATION OF GROUNDCOVER WHICH IS SMALLER THAN ONE GALLON CONTAINER SIZE. UTLITY CLEARANCES FIELD ADJUST PLANT LOCATIONS FOR 8-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. PLANTNG AND F VQATION MM(TENANCE CONTRACTOR SHALL MAINTAIN PLANTINGS AND IRRIGATION THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE SHALL INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, RE-ESTABLISHING SETTLED GRADES; AND MOWING LAWNS WEEKLY AFTER TURF ESTABLISHMENT. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. THE IRRIGATION SYSTEM SHALL BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION, PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED OR CORRECTED. PLANT AND IRRIGATION MAINTENANCE SHALL INCLUDE THOSE OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS. CONTRACTOR SHALL PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY/GUARANTEES. HOLD PLANTS Ff""' EDGE OF PLANTI AS NOTED ON F BED LINE EDGE CURB/WALK— Spacing Detail I - SCALE: NONE FINISHED GR' I "T SLOPE (MAX SLOPE TfP. CURB PER DRAWINGS (1 SIMILAR) Planter Section 1 SCALE: NONE SPACING AS CALLED OUT ON PLAN/PLANT LIST HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. 2" COMPACTED DEPTH OF MULCH; 3" LOOSE TOPSOIL AS SPECIFIED FINISHED GRADE AT 3:1 SLOPE (MAX), 10:1 (MIN) PREPARED SUBGRADE 1" MAX. (WITH COMPACTED MULCH) SIDEWALK MULCH (CURB SIMILAR) NOTE: SEE PLANT LIST FOR PLANT SPACING FEATHER EXCESS SOIL UNDER MULCH 1" MULCH AT CROWN- 1/2" ABOVE GRADE 1" ABOVE GRADE 2" MULCH (COMPACTED) PREPARED ,PREPARED PLANTING BED PLANTING REMOVE CONTAINER & SCORE f BEV ROOTBALL, SPREAD OUT CIRCLING ROOTS BACKFILL TO BE SETTLED USING WATER ONLY L,E88 THAN 1 GAL 1 CN - CQNTA j fl and U>AC'Ei ( PLANTED AFTER MULCH ( PLANTED BEFOFtE MULCH H ) Groundcover Planting Detail L -- SCALE: NONE BARK MULCH 2" MINIMUM COMPACTED C Mulch at Curb SCALE: NONE PRESSURE TREATC1 TIMBER 6" x6" MIN. MULCH —\ I- --III-=1 24" REBAR AT 30" O.C. THROUGH TIMBER Ti r Header E - SCALE: NONE 1" uAV TC)P OF CURB MULCH PROPERTY LINE OR TRANSITION LAP JOINTS EBAR ,V, - - LAWN AMEN�I^ f I 2" M L FINISF LAWN EDGIN„ Planting Bed Adjacent to Lawn l SCALE: NONE PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED —� NOTE: 0 STAKING ON "AS NEEDED BASIS" PER NOTES; ALL GUYS TO BE FLEXIBLE o KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES o HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISHED GRADE o PROTECT TRUNK AND LIMBS FROM INJURY o BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION �\ (2) 2x2 D.F. STAKES, PLUMB (1 1 /2" DIA. X 10' SCH 40 GALV. PIPE AT STREETS) WITH ELASTIC CHAIN -LOCK TYPE o OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE & INSTALLATION REMOVE AT COMPLETION OF PLANTING TURF PLANTING; PROVIDE 3'0 "NO GRASS' TREE RING & 3" DEEP MULCH IN WELL. MULCH: 112" - 1" SIZE HOLD BACK FROM TRUNK 8' TO 10" FINISHED GRADE o PREPARE PLANTING BED PER SPECS; AT MIN., LOOSEN AND MIX — SOIL TO 18" OR DEPTH OF ROOTBALL AND 4 TIMES BALL DIA. PEEL BACK BURLAP; REMOVE TIES, CONTAINERS & WIRE BASKETS; SCORE ROOTBALL SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL / PENETRATION TO SUBBASE (+) 12" Deciduous Tree Detail (B and B, Less Than 3' Dia.) L SCALE: NONE (2) 2x2 D.F. STAKES- TIE AT APPROX. 1 /3 TO 112 HEIGHT OF TREE WITH FLEXIBLE RUBBER TIE IN FIGURE EIGHT PATTERN. STAKES AND TREE PLUMB 3" DEEP SAUCER FOR WATER 3" MIN. DEPTH OF MULCH (BARK) REMOVE BURLAP FROM TOP 1 /3 OF ROOTBALL EXCAVATE TREE PIT AT A MIN. OF 3 TIMES DIA. OF ROOTBALL; SCORE ROOTBALL AND PIT WALL PIT SPOILS BACKFILL SET BALL ON UNDISTURBED SUBGRADE, OR COMPACTED SOIL. _ TOPSOIL SETTLED (COMPACTED CONDITION) AMENDED SUBSOIL, COARSE COARSE TRANSITION FROM TOPSOIL (SCARIFIED) TRANSITION TO AMENDED SUBBASE TO SUBSOIL FROM TOPSOIL REMOVE EXCESS GRAVEL 1-1 /2" DRAIN AT LOW AND PAVING POINTS & 10' MAX. SPACING BERM HEIGHT VARIES CONCRETE CURB; TYPE PER AS NOTED ON PLAN CIVIL DRAWINGS i SOIL LINE: 3" IN MULCH, FLUSH / IN TURF SUBGRADE �!^�/.��//�%��\ PAVING SECTION PE CIVIL DRAWINGS Grading in Parking Lot Planters (Topsoil Prep.) SCALE: NONE NO. q� Evergreen Tree Planting (6' To 10' High) SCALE: NONE Z)UALC: MUNL REVISION TURF MULCH 0 FINISHE STATE OF WASHINGTON REGISTERED ND APE ARCHITECT H. BRUCE McCROR CERTIFICATE NO. 4 (VALID ONLY WITH SIGNATURE) BY I APPR. I DATE � rt Q U O _J 9" METAL STAKES AT 5' O.C. (FULL PENETRATION) TOPSOIL FINISHED GRADE: GRASS 1/2"-1" FROM TOP OF BEAD; IN MULCH 2" FROM TOP OF BEAD & TAPER TO 3" W J H H W Q Q W 0 — Q V Q ILL 0U. W 0 '^ !^ Q W 0 �0 �0 0 VJ ZW O> �0 QpM 0 U) 00 0 I.L. 1'— 0) Q. 0 Z O O � N w w • 0 �WZCO 00 _JZQ Q...J N �.� ZOO 0N� pN U0 T (N �-- z O g N W � X ¢ p ►- zw Z LL N L g Z Q r� O (V N CV 00 p Of O 00 rn CV c0 T-_ 00 ? > z CN Q I I w W z In In CN u) C*4 c� z w CV Z Y p C) -� U V) O�P4 194. J z I 1210 l� ' J`,4yr",� o C CO4g v;a GlOF CITY OF RENTON DEPARTMENT OF PUBLIC WORKS LANDSCAPE PLANTING DETAILS DESIGNED DATE 6-3-96 FILE NO. DRAWN CHECKED SCALE AS SHOWN FIELD BOOK PAGE _ APPROVED L 3 "T - WRECIOR OF cVSUC OOWS SHEET OF3f\-g to -0-45 W U m Irrigation Notes REVISED 1 /95 1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: A. INSTALLATION OF 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK-UP INTO MOUNTED CONTROLLER. IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN AND COORDINATE WITH GENERAL CONTRACTOR. B. INSTALLATION OF IRRIGATION/SERVICE METER AND STUB TO IRRIGATION POINT OF CONNECTION, PER UTILITY PLAN(S). PROVIDE STANDARD THREADED STUB -OUT WITH THREADED CAP ON DISCHARGE SIDE OF METER. STUB -OUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW FINISHED GRADE. C. VERIFICATION OF STATIC WATER PRESSURE AT POINT -OF -CONNECTION (P.O.C.) CONTRACTOR SHALL NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS, INC., OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER/LESS THAN DESIGN PRESSURE. D. INSTALLATION OF SLEEVING. 2. SYSTEM HAS BEEN DESIGNED FOR 2S GPM AT 30 PSI. STATIC PRESSURE BY WATER DEPARTMENT TEST/CALCULATION -70 PSI. 3. ALL WORK PER LOCAL CODE. INSTALLATION PER MANUFACTURER'S SPECIFICATIONS. 4. ALL VALVES TO BE PLACED IN "CARSON" GRADE LEVEL BOXES WITH BOLT -LOCK LIDS (OR APPROVED EQUAL). SET BOXES 1 INCH HIGHER THAN FINISH GRADE FLUSH WITH FINISHED GRADES. 5. MAINLINE PIPE TO BE BURIED 18 INCHES AND LATERALS 12 INCHES BELOW FINISH GRADE NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE. 6. HEAD AND LINE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR ADEQUATE COVERAGE. VALVES SHALL BE POSITIONED ADJACENT TO CURBS, IN SHRUB BEDS WHERE POSSIBLE. 7. PROVIDE OWNER WITH TWO (2) SETS "AS -BUILT' DRAWINGS AND OPERATOR'S MANUAL UPON COMPLETION. INSTRUCT OWNER AS TO PROPER WINTERIZATION OF IRRIGATION SYSTEM (BLOW OUT). 8. FAMILIARIZE FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. 9. NO SPRINKLERS ON RISERS SHALL BE INSTALLED NEXT TO WALKS, STREET, AND/OR PAVEMENT. SPRINKLERS IN HAZARDOUS LOCATIONS SHALL BE FLUSH MOUNTED, POP-UP MODELS ONLY. IRRIGATION HEADS ON RISERS SHALL BE NOTED ON THE PLANS. 10. RADIUS REDUCTION SHALL BE MADE BY USE OF PRESSURE ADJUSTMENT, SCREENS, AND/OR ALTERNATE NOZZLES. IN -NOZZLE ADJUSTMENT IS LIMITED TO 10 PERCENT FOR SPRAY HEADS AND PER MANUFACTURER'S LIMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING SHALL NOT EXCEED 60% OF THE DIAMETER OF THE PUBLISHED DATA. 11. ALL CONTROL WIRE SPLICES SHALL BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL SPLICES, 3M, SCOTT'S LOCK SEAL TACK 3576-78, OR EQUAL. 12. EACH VALVE BOX TO CONTAIN A MINIMUM OF ONE (1) SPARE ORANGE CONTROL WIRE FOR JACKETED WIRE. ROUTE ONE SPARE WIRE FROM THE CONTROLLER TO THE LAST VALVE OF EACH MAINLINE BRANCH. COMMOPd WIRE SHALL BE WHITE. SINGLE STRAND WIRE SHALL BE A MINIMUM OF 14 GAUGE WITH SPARE WIRE TO BE YELLOW. 13. ALL ELECTRICAL EQUIPMENT SHALL BE U.L. TF STED AND APPROVED, AND SHALL BEAR THE U.L. LABEL. 14. PROVIDE MANUAL SHUT-OFF VALVE TO LINES ENTERING RIGHT-OF-WAY WHEN ZONED IN COMMON WITH PRIVATE LINES. MINIMUM OF 24 INCHES INSIDE PROPERTY LINE IN 6-INCH DIAMETER VALVE BOX. 15. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE SHALL BE TESTED UPON THE ORIGINAL INSTALLATION. THE TESTING SHALL BE PERFORMED BY A PERSON HOLDING A CURRENT CERTIFICATE OF COMPETENCE AS A CROSS -CONNECTION SPECIALIST. THE TEST REPORT SHALL BE SUBMITTED TO THE LOCAL WATER DISTRICT, WITH COPY TO BARGHAUSEN CONSULTING ENGINEERS, INC. CONTRACTOR SHALL INCLUDE TESTING IN THE SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INITIAL INSPECTION. 16. CONTRACTOR SHALL PROVIDE SYSTEM WINTERIZATION/SPRING SERVICE WHEN INSTALLATION HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL TO THE ABOVE DATES, OR AS FREEZE/PRECIPITATION CONDITIONS DETERMINE SERVICE NEED. 17. IRRIGATION SCHEDULING: THE IRRIGATION CONTROLLER CONTAINS A WATER BUDGET FEATURE. PERIODIC (WEEKLY) ADJUSTMENT OF THE WATER SCHEDULE IS INTENDED TO BE MADE VIA BUDGET ADJUSTMENT. RE -ADJUST WATERING DAYS AT 100 PERCENT BUDGET WHEN ADJUSTMENT EXCEEDS 30%. SET CONTROLLER FOR HIGHEST ETC, WATER SCHEDULE, BASED ON PUBLISHED LOCAL EVAPOTRANSPIRATION DATA. SYSTEM HAS BEEN DESIGNED FOR 50 TO 80 PERCENT DISTRIBUTION UNIFORMITY. TURF ZONES SHOULD BE SCHEDULED FOR 100 PERCENT REPLACEMENT FACTOR ON A TYPICAL MINIMUM 3-DAY CYCLE. SHRUB ZONES SHOULD BE PROGRAMMED AT 40 TO 70 PERCENT OF THE MONTHLY TURF WATER REQUIREMENT ON A ONCE PER WEEK CYCLE. ALL WATERING IN EXCESS OF THE LOCAL ETo (" FIELD RECHARGE") SHALL BE COMPLETED DURING THE CONSTRUCTION PHASE WHILE THE CONTRACTOR IS ON THE JOB SITE. OVER WATERING OF LANDSCAPE DUE TO CONTROLLER SCHEDULING SHALL BE GROUNDS FOR CONTRACTOR TO REPAIR ANY RESULTANT DAMAGES AT HIS OWN EXPENSE. 18. SUBSTITUTION OF IRRIGATION MATERIAL/EQUIPMENT SHALL BE MADE ONLY UPON WRITTEN APPROVAL OF OWNER'S REPRESENTATIVE. ALL TURF ZONES SHALL PASS A MINIMUM DISTRIBUTION UNIFORMITY OF 62 PERCENT, AS TESTED THROUGH AN IRRIGATION ASSOCIATION CERTIFIED WATER AUDIT. w z z Q z 0 Q 0 QUICK COUPLING - VALVE (BLOWOUT) SCH 80 PVC UNION - DOUBLE CHECK DOUBLE CARSON GRADE LEVEL VALVE BOXES SCH 80 PVC UNION T X S COUPLING: CONTR. TO PROVIDE THREADED FTG. AND CAP ON DISCHARGE SIDE OF METER. METER STOP Z Q 7 7 METER PER CITY STANDARDS U VALVE PER DETAIL PVC PER CITY STD I POINT OF CONNECTION (P.O.C.) DETAIL NOT TO SCALE pO� :)0(�0�, � PO`�'o . )r)I')nf EQ I EQ FINISH GRADE WIRE WITHWATERPROOF WIRE CON1 Q > Z i PLASTIC CONTROL VALVE Q O SCH 80�_ BOX WITH COVER o NIPPLE t i=1 I I_ (10" DIA.x12" MIN.) �W z SCH 80 SXT ^I � (= REMOTE CONTROL VALVE; Q � W 90' ELBOW BODY CLEAR OF SUMP af `N SCH 80 PVC LATERAL Q h' I b P NIPLE - TO SPRINKLERS 1 1 U^ O 0 0 0 0 0 0 O D O O 00 O O 0,000 PVC SCH 80 NIPPLE W I— C� Q p O U" O�U- OCc O U" 0`�._7' AND FEMALE ADAPTOR C0 z �7? 1 C.F. 7/8" GRAVEL SUMP W Q O PVC MAINLIN I W Q UC MAIN LINE FITTING Z O NOTES: SCH 40 SLIP TEE 00 z -PROVIDE EXTRA COILS (18") OF EACH WIRE IN VALVE BOX F- Q Co co -TAPE WIRE TOGETHER EVERY 20 FT. V -MIN. 6" DEPTH, 7/8" WASHED GRAVEL UNDER EACH VALVE O -COMPACI SOIL AROUND VALVE BOX J -USE TEFLON OR FLOWABLE SEALANT IN ALL THREADED FITTINGS, PER MANUFACTURES SPECS. REMOTE CONTROL VALVE NOT TO SCALE DOUBLE GRADE LEVEL BOXES SIZE TO PERMIT 12" MIN. CLR. FROM WALLS TO TEST COCKS; BOLT LOCK LID. DOUBLE CHECK VALVE (STATE APPROVED ASSEMBLY) RESILIANT SEATED VALVES & TEST COCKS; INSTALL ASSEMBLY AS SHOWN OR THE TEST COCKS IN HORIZONTAL POSITION, PER LOCAL REQUIREMENTS. UNION AT EACH SIDE OF VALVE SCH 80 PVC PVC MAINLINE PER PLAN SCH 80 NIPPLE & FEMALE ADAPTER SCH 80 NIPPLE (TYP.) BLOCK AS NECESSARY WITH BRICKS OR CONC. BLOCKS AT BASE OF VAULT GRAVEL SUMP-7/8" WASHED GRAVEL NOTE: INSPECTION OF COMPLETED ASSEMBLY I—�I—III= BY CERTIFIED TESTER REQUIRED. CHECK VALVE ASSEMBLY NOT TO SCALE TOPSOIL (FINISH �- GRADE) PAVING SECTION PER CIVIL PLANS COMPACTED BACKFILL AT 90% DENSITY (TOPSOIL BACKFILL) AT 95% DENSITY (STRUCTURAL) 3 M0c c � C_ 1� b VALVE WIRING L.. PIPE BED MATERIAL TO BE CLEAN & FREE OF ROCK LARGER THAN 1/2" • SLEEVING MATERIAL SHALL BE PVC CLASS 160(SDR-26). DIMENSIONS ARE MIN. CLEARANCES. + ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL SHALL BE CLASS "B" OR BETTER (MAX. OF 10% PASSING NOAO SCREEN) AND BE COMPACTED TO MIN, 95% OPTIMUM DENSITY PER ASTM D-1557-70 (MODIFIED PROCTOR) SLEEVE/TRENCHING DETAIL PVC LATERAL SLEEVE(S) ALT. WIRE SLEEVE PVC MAINLINE FINISH GRADE -I ( I -- o �p0 ./1n Ul SCH 80 P.V.C. NIPPLE-- II I I PLASTIC VALVE BOX III— (10" DIA.) i QUICK COUPLING VALVE -III- - 1 C.U. FT. 7/8" GRAVEL _ SUMP SCH 80 PVC ELL SCH 80 PVC ELL SCH 40 PVC SXSXT TEE 111_�o 1111i J F-- QUICK COUPLING VALVE NOT TO SCALE 6"/12" POP AT SHRUBS 4" POP AT TURF z .� SPRINKLER — `" FLUSH AT LAWN & FLUSH WITH MULCH LINE SPRINKLER — SCH 80 PVC NIPPLE ILATERAL WWO MIN I I— N 111 MIN I I MANUFACTURER'S LIMITS PREVAIL FOR INSTALLATION AND ADJUSTMENTS. POP-UP RISER ASSEMBLY NOT TO SCALE NO. 6" CLR. OF OBSTRUCTION ADJUST ANGLE AT SLOPE COVERAGE CONDITIONS. 50% OF SLOPE ANGLE (TYP) MULCH CONDITION FINISH GRADE SCH 80 90' ELBOW SCH 80 90' ELBOW STATE OF WASHINGTON SCH 40 PVC REGISTERED TEE SxSxT AP ARCHITECT • H. BRUCE McCR CERTIFICATE N0. 4 (VAUD ONLY WITH NATURE) REVISION BY I APPR I DATE z OW F— Cc Ir O12C)o IL F 00 0 N OZQrn 00�r� CL0 00 Q W z _!z_Q O ZOcr N ON�`� 00 UT � Zv o z� gN w a� ::D z x oZ Zw N g Qre) O N N N 00 (90 z O z 00 rn N to I\ 00 > w z N Q I I Ww CN (N z w N z p p J `-e 0 V) CITY OF RENTON o� DEPARTMENT OF PUBLIC WORKS O LANDSCAPE IRRIGATION DETAILS Z co O DESIGNED DRAWN DATE 6-3-96 FILE NO. _ _ - -- - CHECKED SCALE 1" ° 20' FIELD BOOK _ !_ PAGE _ W APPROVED U c a'eC�op o� �'c wows SHEET LTd OF File: 5825-LD2 Date/Time: 06/05/1996 09:32 Scale: 1 =1 Don Dawes, BCE Xrefs: i N L� I• - •7 I , 1 r m 0 1 c 0 Q C Q II O � ✓ •I I II � . II N o 1I I 0 0� r �111 17111 J m 7 0 - m �-- m 3 1,r 11c9! i ClQ I m II i En Ir� II Or 11 A /yam fO o N G 90, ? N I van N / a sl ' cod ` < rr d o 40 � 11 c �", UH Alt. S. ° =r— i -� W om' N G G n y r4 r rn I � � N 1 I IB O II � I I r n DIn -w r m n0 to -- �` -- G) —• _0 o- �M0 m 0 m (n m <' I N r -�--j --- m m b :2 _ (VALLEY . 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MEYER & •*ii `,g •------------------------ c^ ROBERT Mc000KEY 60 ! --- ---- --------- - 176 AG R1 JAMES E BANKER ti I 0 0L C 40I �1 CO �'!G1 W ----- ----------------------------�' 1 D v t mIn 09 % J — i i /1~ _ B 223 I 4L9 05 4„ 71 40 3 ' ca •m N / 510 V -� 4 I 1 m Ao 40 �+ J .111 >93oo N o — O o 2.13. • rn y \ 1 a 1 x G` O I• 2 7 - �--- ❑ I ` -4 Z 1 aLA ,N I Q o /� c ) 19 r' k —+ ' r — °D I1 n• I -•-� op,,a.\ Ids; ,1 —__ - ---- - gBURNETT��'VAc. p E. s. E T T= -=-- - - - -�--- •- N -- ---=AVER --- - S. s, s a r \ v o� P 5 P 8 t LO ypN o 00 -4 .• W =' 1996 DIE'VELOf•iV, 'q t'" CANNING CiTYOF BIIrNTON