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HomeMy WebLinkAboutzD-2707Set8 S m m $ 0 m c u LEGEND Z 0 � cn ° m O ° N N PAVEMENT REMOVAL ° o z PRECAST CONCRETE o Tr- N CIP CONCRETE Bainbridg � "I I a E 20 EXISTING CONTOUR (INDEX) ............ _ ....... _.. ... ... ...... N I ^ a- 3 x W NEW CONTOUR (INDEX) C/7 Z — 0 lv — — — — — RIGHT OF WAY Lu Q I 0 -� -� 0 — — EASEMENT tj IL O ORDINARY HIGH WATER (OHW) g uJ Z —W 12 "— 12" WATER V) 10" POWER —P 2 "— W O Z J° —S 2 "— 12' SEWER C-4 g 4" GAS —D 24 "— W LLJ —T 16 "— 16" TELEPHONE _ vi E— L0 M Of M KEYED NOTES M1 _J Lu E3 WOOD HOUSING FOR DATA LOGGER U U Z STREET LIGHT ASSEMBLY a C D4 EXISTING GATE VALVE LIJ J A H l _ U ^ ^ STEEL PIPE HANDRAIL ti 99 3, N a TACOMA E- z w E-+ sa a = E M E CN y .0 0, od a� a ° 8 S m m $ 0 m c u LEGEND Z 0 � cn ° m O ° N N PAVEMENT REMOVAL ° o z PRECAST CONCRETE S.W. 27TH STREET CU�LVERT R,;E��P��LACE�MENT PROJECT - LEGEND OS - PAVEMENT REMOVAL Redmond PRECAST CONCRETE 5 CIP CONCRETE Bainbridg CRUSHED SURFACING TOP COURSE "I WETLAND L = — =J ELEVATION 20 EXISTING CONTOUR (INDEX) ............ _ ....... _.. ... ... ...... EXISTING CONTOUR (NOMINAL) 20— NEW CONTOUR (INDEX) LLC NEW CONTOUR (NOMINAL) — — — — — RIGHT OF WAY — ROAD CENTER LINE -� -� PROPERTY LINE — — EASEMENT — — — ORDINARY HIGH WATER (OHW) --- - - - - -- WETLANDS BOUNDARY —W 12 "— 12" WATER —P 10 "— 10" POWER —P 2 "— 2" POWER —S 2 "— 12' SEWER —G 4 "— 4" GAS —D 24 "— 24' STORM DRAIN —T 16 "— 16" TELEPHONE _ 01 KEYED NOTES M1 PILE NUMBER E3 WOOD HOUSING FOR DATA LOGGER 4— STREET LIGHT ASSEMBLY C( FIRE HYDRANT D4 EXISTING GATE VALVE N NEW GATE VALVE ^ ^ STEEL PIPE HANDRAIL S'Wf7 -27 -27-07 S.W. 27TH STREET CU�LVERT R,;E��P��LACE�MENT PROJECT - Kirkland OS - CAST IN PLACE Redmond CONCRETE 5 CRUSHED SURFACING BASE COURSE Bainbridg CRUSHED SURFACING TOP COURSE ✓ Island - - -- .. ELEVATION ' EIti2Stt" v •�- 2 901.- -dk INVERT ELEVATION GV ellevue LLC ^o . erce 90 - a» g+ "-�,• 5 MAXIMUM -� -� MECHANICAL JOINT Issaquah • 0 ° Renton NE TUkwilq Project NUMBER, NORMALLY OPEN ° Area - Vashon OPPOSITE HAND P Island - 67 Ken RIGHT —OF —WAY -DES MOIN €S SOUTHEAST SW - - 16 _ 18 - is s --, .-� "—• 181 5. r •J Au rn 99 TACOMA 767 sa ED LOCATION MAP NO SCALE ABBREVIATIONS IONS ACP ASPHALT CONCRETE PAVEMENT (i CENTERLINE CIP CAST IN PLACE CONC CONCRETE CSBC CRUSHED SURFACING BASE COURSE CSTC CRUSHED SURFACING TOP COURSE DI DUCTILE IRON EL ELEVATION EXIST EXISTING IE INVERT ELEVATION GV GATE VALVE LLC LIMITED LIABILITY COMPANY LT LEFT MAX MAXIMUM MJ MECHANICAL JOINT MIN MINIMUM MON MONUMENT NE NORTHEAST NO NUMBER, NORMALLY OPEN OHW ORDINARY HIGH WATER OPP HAND OPPOSITE HAND RCP REINFORCED CONCRETE PIPING R/W RIGHT —OF —WAY SE SOUTHEAST SW SOUTHWEST RJ RESTRAINED JOINT Renton DESCRIPTION ' 40 C-1 PLAN AND PROFILE If OI C 11 31 SW �3rd St Tukwi { Project Location' SW 27tho- i� C-4 c! C-5 TEMPORARY WATER POLLUTION / EROSION CONTROL oI a' i v 1 It { g4j f I 1W. 43rd ' L -1 PLANTING PLAN /jG i 1 i —� 6 / { RentonMJ 181 Kent � 167 Ong County , VICINITY MAP NO SCALE DRAWING INDEX DESCRIPTION G -1 COVER SHEET: LOCATION MAPS, LEGEND, ABBREVIATIONS, DRAWING INDEX C-1 PLAN AND PROFILE C-2 CIVIL SECTIONS AND DETAILS C-3 UTILITY RELOCATION PLAN AND PROFILES C-4 UTILITY RELOCATION DETAILS C-5 TEMPORARY WATER POLLUTION / EROSION CONTROL S-1 STRUCTURAL PLAN, SECTION AND ELEVATION S -2 STRUCTURAL DETAILS S-3 SHEETPILE SECTIONS L -1 PLANTING PLAN 175 WAff 4r IV SECTION INDICATOR DRAWING ON WHICH SECTION IS CUT SECTION LETTER C C— DRAWING REFERENCE NUMBER ON WHICH SECTION APPEARS DRAWING ON WHICH SECTION APPEARS SECTION C SECTION LETTER SCALE: XXXXX C— DRAWING REFERENCE NUMBER ON WHICH SECTION IS CUT DETAIL INDICATOR DRAWING ON WHICH DETAIL APPEARS DETAIL 1 DETAIL NUMBER SCALE: XXXXX \2- DRAWING REFERENCE NUMBER ON WHICH DETAIL APPEARS ,may S. Gr CHECKED FOR COMPUANCE RECOMMEN ED rAl 0 TO CITY STANDARDS Fo AF'PI� VAL 4$ HOURS DA,E , , , BY l��kl AJ BEFORE YOU DIG DATE _ BY 1 -800 -424 -5555 Y Y G EXPIRES 12 - -ah0p DATE BY s FDI-12171017101 1 Ci >, / - ?fie ; i" SCANNED WIAR 3 0 2000 � a N U ® 0 a � H tV W U II\ a N q a w U r^� r Vl N Imo• CD N C N a O , `o � S^ Q U E E E E E E E E E E E E E E E E E E E E E E E E E E E E E` E E E E E E E E E E E E E"•E E E E -E E E E �,�f/ E E E A' E E E E E f\ �` \a, E E E E 'I .-C„E' �Ec- 'RENTON E E E E ...,.�•- E"'-.•� \� -E \\ \ y! W W l SHEET PILE WANG WALL - -^ < �`"�. r) ► t �� E E CIETY OF RENETON o y n-0 "'. E .� �_ 1. ° - - -� - - -- -__ - - - -- 1571\ \tl f# -. a RENTON #2 LLC .34 W W TO BE RELOCATED Y 0?HER� fi .. Ea TION .1 .05.14 + i I M -11+00 SHEET PILES, SEE 40' GREENBELT EASEMENT v 0 N TO BE RELOCATED Y1 CONTRAiOR__� i f t DWG S -3 t f _ 3' o 15' RECREATIONAL EASEMENT 169369¢ -+ If = ro N 1 G C= 10473- A C - I ®.o5 LL.I a ,jr SHEET PILE WANG WALL t' +iF f1 1295513.98 1 ? 20 -2 R00TWADS 8 ~ x W ' 1 t ri r EDGE OF WETLAND 1 (BETWEEN - "' rr I 50' STEEL IPE HANDR I ✓ - FOR SIDEW LK - - - - -- Q cr w N W n- _ ,__. - -OFiW 4ND wE�IAND GE e ° - -- -- -- -_ A C-2 ' jf -- - 1295533.90 K -- -- ----------- 6A Q,3 - - _ - w W 1i1 Z DRAINAGE == __ ^._ v =: I ; : i e s 170 - 10 m0 i DISTRICT N0. 1 . - -~ s -. - `- - - IE In m0 � WN m� za <o. W _ X w - - N; FLOW fBI1116039B X w V _ - _ - -- 21.98 - - -IE 6. R SPRINGBROOK - - -- G - .87 MON IN CASE 1 to ;3 IE 18.12 r , 1295760.02 19.82 M j s i� a 0 1 0 N 0 0 0 i m i mrial 09 0 0 . ..... - x WATER GAUGE WITy COL _. O , `o PVC------ WATER GAUGE PVC - H 3 a `% -"REM9yE EXISTING 128'Wx83'H ARCH YYAR CULVERTS a a (2) �^ NEW 30'Wx10't� `n PRECAST BOX 6{1LVERT SHEET PILE WANG WALL - -^ < �`"�. DETAIL, DWG C -2 ► t �� E E CIETY OF RENETON o y n-0 E E E E E E E E E E E�`E,• E E E E E E E E E E E f E E E E E E E x -. a GRADE EL 7.0 .34 W W ^ < o 5 SHEET PILES, SEE REMOVE ^r 7.70' z 0 ai of S wp -27- 2307 r 1: • 5.. WATER GAUGE WITH POLE r WATER GAUGE B E E E E E E E E E E E BOY OTHERS ATED I/ iE E E E E E E E E E E E C) It DRAEINAGE! EAS�AIENt E E m ,' ;i JJ E E E E E E E E E E 1 ++ E E E E E E E E E t t / E E JE E E E E E ✓ E /� E ^E < E E {((('• ggg { {{ r. f, /E f .E E E E E E E TOSCO ZORP E f! P N f; O F ( :1 W E �'F� E E E E E E E E E E E E PLAN SCALE: 1' =20' SIN 27tH sr 90' RIGHT OF WAY EASTING ELEV. ao. - - - 141 a EL= IB.Io SEE ROADWAY FOR SIDEWALK SHEET PILE WANG WALL - -^ EXIST CONC SIDEWALK DETAIL, DWG C -2 FLOW 2.5 2% I 2% , . EL 211 2, 10 - -- APP -ROX -EXIST 1 r- -. a GRADE EL 7.0 .34 W W ^ < o 5 SHEET PILES, SEE N v M pp 1a1 m DWG S -3 l7.Z3 i5:5f� z 0 ai of S wp -27- 2307 r 1: • 5.. WATER GAUGE WITH POLE r WATER GAUGE B E E E E E E E E E E E BOY OTHERS ATED I/ iE E E E E E E E E E E E C) It DRAEINAGE! EAS�AIENt E E m ,' ;i JJ E E E E E E E E E E 1 ++ E E E E E E E E E t t / E E JE E E E E E ✓ E /� E ^E < E E {((('• ggg { {{ r. f, /E f .E E E E E E E TOSCO ZORP E f! P N f; O F ( :1 W E �'F� E E E E E E E E E E E E PLAN SCALE: 1' =20' 411 \ SIN 27tH sr 90' RIGHT OF WAY EASTING ELEV. STEEL PIPE HANDRAIL SEE ROADWAY FOR SIDEWALK RESTORATION EXIST CONC SIDEWALK DETAIL, DWG C -2 H 2% I 2% , . EL 211 2, .... _. ... ...._L_....,.- -. 411 \ ;OUND, CITY > FURNISHED �•OO 3O'Wx1O'H PRECAST BOX - CULVERT (SLOPE =O) _..._EL 48.1?- I8.06 Meolw - - - - -- 20 _ SHEET PILE WANG WALL - 15 N 1 FLOW n - 10 EL 7.0 - 5 18.44 2' MIN SPAWNING GRAVEL 11771 00 THE CHANGES NOTED ON THIS SHEET ARE DETERMINED FROM AN AS -BUILT SURVEY PERFORMED BY ME ON OCTOBER 26, 1999. WE 1. 10" �POWER, 4' GAS, AND 16" TELEPHONE UTILITIES WALL BE RELOCATED BY OTHERS. CONTRACTOR SHALL RELOCATE 2' STREET LIGHT CONDUIT. COORDINATE WITH PUBLIC AND PRIVATE UTILITIES FOR RELOCATION. SEE DWG C -3 FOR UTILITY RELOCATION PLAN. 2. EXISTING TREES, SHRUBS, VEGETATION NOT SHOWN. 3. EXISTING SURVEY BASED ON FEBRUARY, 1999 SURVEY BY W do H PACIFIC. 4. UTILITY INVERT ELEVATIONS ARE APPROXIMATE. 5. FOR LIMITS OF WORK, SEE DWG. C -5. 6. CENTER STEEL PIPE HANDRAIL FOR SIDEWALK SO MIDPOINT IS LOCATED AT CREEK CENTERLINE. SEE CITY OF RENTON STANDARD DETAIL H024. KEYED NQIES: 10 REMOVE AND PROVIDE EQUIPMENT TO CITY OF RENTON. O ALL MATERIAL EXCAVATED FROM EXISTING STREAM BED AND WITHIN EXISTING CULVERT MAY BE CONTAMINTED AND REQUIRES SPECIAL REMOVAL AND DISPOSAL. REFER TO SPECIFICATIONS. O3 REMOVE APPROXIMATELY 5 LF 24" RCP AND MATCH INVERT OF PIPE TO NEW GRADES. PLACE 2 CY OF QUARRY SPALLS AT OUTLET. ® PLACE 2 CY OF QUARRY SPALLS AT OUTLET. POINT DESCRIPTION NORTHING EASTING ELEV. A MON IN CASE 169327.90 1295481.13 20 B H 169311.06 1295561.44 In CO N N F' .34 W W TOP SE CORNER � m 1295547.0 N v M pp 1a1 -°� a' is. D to 169369¢ 1a1 0 +i = ro N 1 F a 0 w - 00 N I ®.o5 E ROOTWAD m 1295513.98 Qo a O< Cl �0 Wm Lj 30 ND w 0a ZO(n � o< < pN Q cr w c O a d 0 Oso Lj �.1 V 3 169399.03 1295533.90 NA a, m W Q,3 1295932.72 O w W Iwo w iiN W w pW u) W� Um0 �. m0 0. w In m0 X R> w rm WN m� za <o. X w z0Y wl-m X w 0> F-m W:N m- w m X w O>- 1-m 126518.21 21.98 CULVERT CENTERLINE PROFILE SW W 27 TH STREET SCALE: 1 " =10' MON IN CASE ;OUND, CITY > FURNISHED �•OO 3O'Wx1O'H PRECAST BOX - CULVERT (SLOPE =O) _..._EL 48.1?- I8.06 Meolw - - - - -- 20 _ SHEET PILE WANG WALL - 15 N 1 FLOW n - 10 EL 7.0 - 5 18.44 2' MIN SPAWNING GRAVEL 11771 00 THE CHANGES NOTED ON THIS SHEET ARE DETERMINED FROM AN AS -BUILT SURVEY PERFORMED BY ME ON OCTOBER 26, 1999. WE 1. 10" �POWER, 4' GAS, AND 16" TELEPHONE UTILITIES WALL BE RELOCATED BY OTHERS. CONTRACTOR SHALL RELOCATE 2' STREET LIGHT CONDUIT. COORDINATE WITH PUBLIC AND PRIVATE UTILITIES FOR RELOCATION. SEE DWG C -3 FOR UTILITY RELOCATION PLAN. 2. EXISTING TREES, SHRUBS, VEGETATION NOT SHOWN. 3. EXISTING SURVEY BASED ON FEBRUARY, 1999 SURVEY BY W do H PACIFIC. 4. UTILITY INVERT ELEVATIONS ARE APPROXIMATE. 5. FOR LIMITS OF WORK, SEE DWG. C -5. 6. CENTER STEEL PIPE HANDRAIL FOR SIDEWALK SO MIDPOINT IS LOCATED AT CREEK CENTERLINE. SEE CITY OF RENTON STANDARD DETAIL H024. KEYED NQIES: 10 REMOVE AND PROVIDE EQUIPMENT TO CITY OF RENTON. O ALL MATERIAL EXCAVATED FROM EXISTING STREAM BED AND WITHIN EXISTING CULVERT MAY BE CONTAMINTED AND REQUIRES SPECIAL REMOVAL AND DISPOSAL. REFER TO SPECIFICATIONS. O3 REMOVE APPROXIMATELY 5 LF 24" RCP AND MATCH INVERT OF PIPE TO NEW GRADES. PLACE 2 CY OF QUARRY SPALLS AT OUTLET. ® PLACE 2 CY OF QUARRY SPALLS AT OUTLET. POINT DESCRIPTION NORTHING EASTING ELEV. A MON IN CASE 169327.90 1295481.13 20 B MON IN CASE ROAD 169311.06 1295561.44 20.5& 1 " =20' STA 10+00 F' .34 C TOP SE CORNER 169268.07 1295547.0 48 OF CULVERT -°� a' is. D TOP NE CORNER 169369¢ 1295548. �; 20202 OF CULVERT GO °� .1 TI I ®.o5 E ROOTWAD 169409.59 1295513.98 NA F ROOTWAD 169434.49 1295514.50 NA G CREEK rj STA 47+00 169199.11 1295531.03 NA H CREEK rr STA 45 +00 169399.03 1295533.90 NA I CREEK rr STA 46+17 169316.63 1295932.72 21.00 ROAD rr STA 10 +29 J MON CASE 170579.98 1296554.47 21.32 O CITY OF RENTON CONTROL POINT 1551 K IN CASE 169265.41 126518.21 21.98 SW W 27 TH STREET L MON IN CASE SW 27 TH STREET 169269.26 1295760.02 19.82 M j MON IN CASE 189330.13 1295399.17 20.27 SW 27 TH STREET /JI? • i> - 2 SCANNED NAR 3 0 2000 GRAPHIC SCALE: 10 0 10 20 10' 20 I f 0 20 40 l f l I I 1 " =20' F' CALL 48 HOURS BEFORE YOU DIG -°� a' 1- 800 - 424-5 D- 20202 /JI? • i> - 2 SCANNED NAR 3 0 2000 N r- Nom^ F� o 0 NOTES; OFFSET N e v w oZ < 0 C4 a 1. CONTRACTOR TO RE- ESTABLISH ALL EXISTING PAVEMENT 29.59 3 0 +21 N LJ NI aN 24' LT fnM + N o++o '- FO U) ' +n + D n 0 22' LT OO 0 +45 STA 0 +91.39 V ,n r c MONUMENTS IF DISTURBED. +Q�a +0 a 17' LT 9 0 +64 6N 10 N m Z N 0 +74 >n V) N N o w Ix N O� 2' CLASS B ACP 7' LT O 0 +89 f1W #6 CENTER OF TRUNK,' BAR SHALL NW JJ tnW 0. N W U SCALE: 1' =10' w -,E CULVERT _ _ _ _ / APPROXIMATE CREEK BOTTOM'EL 6.0 N U 4' CSBC WAS ANCHOR WITH DEADSTAKES NOTE: 0 AT 3' OC, TYP \ N W J a ° HANN L 1. ALL SLOPES- GREATER THAN OR EQUAL TO \ REFER TO DWG L -1 \ FOR PLANTING PLAN CREEK ® L pQ d p -----°--------------------------- `o ® o \ JUTE MATTING GEOTEXTILE FOR ROOT WAD JUTE MATTING. w 2' BOULDER TYP EXTEND JUTE MATTING AND ASPHALT PAVEMENT SOIL STABILIZATION °-------- - - - - -- ROADWAY RESTORATION LENGTH -- ------------------ ---------- - - - - -- ROADWAY N OfZ Q F� o 0 NOTES; OFFSET 1 0 +4 7' LT N � Q a 1. CONTRACTOR TO RE- ESTABLISH ALL EXISTING PAVEMENT 20' LT 3 0 +21 8' LT LJ o o o '� MARKINGS AFTER ROADWAY RESTORATION. ~�� 24' LT 5 0 +34 12' LT tU (!) Z. y N (K w -H 2. CONTRACTOR SHALL RE- ESTABUSH ROADWAY a} 22' LT OO 0 +45 4' LT N O (L ,n r c MONUMENTS IF DISTURBED. +Q�a +0 a 17' LT 9 0 +64 6' LT 10 0 +65 26' LT 3 0 +74 >n V) N N o w Ix N O� 2' CLASS B ACP 7' LT O 0 +89 22' LT #6 CENTER OF TRUNK,' BAR SHALL ROADWAY CENTERLINE RESTORATION PROFILE M SEWER MAIN U SCALE: 1' =10' w -,E CULVERT _ _ _ _ / APPROXIMATE CREEK BOTTOM'EL 6.0 U 4' CSBC WAS ANCHOR WITH DEADSTAKES NOTE: 0 AT 3' OC, TYP \ a ° HANN L 1. ALL SLOPES- GREATER THAN OR EQUAL TO \ REFER TO DWG L -1 \ FOR PLANTING PLAN CREEK 2.5 HORIZ TO 1 VERT TO BE LINED WITH `o ® o \ JUTE MATTING GEOTEXTILE FOR ROOT WAD JUTE MATTING. w 0 o EXTEND JUTE MATTING AND ASPHALT PAVEMENT SOIL STABILIZATION BASELINE FOR LOCATING BOULDERS Q BOULDER 'LOCATION TABLE BOULDER NO STATION OFFSET 1 0 +4 7' LT 2 0 +12 20' LT 3 0 +21 8' LT 4 0 +25 24' LT 5 0 +34 12' LT 6 0 +41 22' LT 7 0 +45 4' LT 8 0 +56 17' LT 9 0 +64 6' LT 10 0 +65 26' LT 11 0 +74 16' LT 12 0 +84 7' LT 13 0 +89 22' LT F y ° u KEY INTO NATIVE GROUND, 6" MINE TRAIL RESTORATION 1 o 3E a 10' LONG ROOTWAD TRUNK WITH — DETAIL 2 NO SCALE o v W a aw x MIN 18" DIA, MAX 20' DIA I 0 1 CENTER ROOTWAD I _ AT EL 8.5 REBAR, DRIVE BAR THROUGH LOW WATER EL B.Zf 3 EXISTING 12O � a _ d #6 CENTER OF TRUNK,' BAR SHALL SEWER MAIN -,E EXTEND 6' MIN BELOW "TRUNK _ _ _ INTO SOIL W/ 6" BEND AT TOP _ _ _ _ / APPROXIMATE CREEK BOTTOM'EL 6.0 3'MAX NOTE: a ° HANN L 1. ALL SLOPES- GREATER THAN OR EQUAL TO ENCROACHMENT 2.5 HORIZ TO 1 VERT TO BE LINED WITH $ ROOT WAD JUTE MATTING. BASELINE FOR LOCATING BOULDERS �. DETAIL 1 STA 0+00 (ALONG OUTSIDE WALL) o " NO SCALE C -1 MAXIMUM PAY WIDTH FOR EXCAVATION AND BACKFlLL BOULDER PLAN p SEE ROADWAY RESTORATION SECTION THIS DWG FINISHED GRADE CITY - FURNISHED SCALE: 1' =10' PRECAST BOX CULVERT SHORING N ° LIND AVENUE POINT K ELEV. 21.98' 29.59' - RE!!OVE EXISTING 128'x8„3' BANK RUN GRAVEL ARCH POINT J IN FOUND 692 5.4111N CASE VARIES G GRADE - �.•" Yl cl CMP CULVERTS (2) FOR TRENCH BACKFlLL �� �� i RENTON CONTROL POINT 7551 t ELEV. 2132' FOUND MON IN CASE E 1296518.21 .- .., JUTE MATTING 6" TOPSOIL TYPE A. TYP _ N 170579.98 E 1296554.47 W RlPRAP ((TYP) SLOPE VARIES a \� 'E MATTING ¢ IE 7.0� EL 7.0 4' M °os's ° o " °°� I 1 O GROUND oo ..__._. _.._ W c ~ TYP BOULDER, SEE 2' MIN SPANNING GRAVEL N 2' MIN m BOULDER PLAN FOR LOCATION GEOTEXTILE FOR CURVE DATA 3 SPAWNING GRAVEL S -3 PILE SECTION A SOIL STABIIJZATION, TYP D 11' 35' 3T R = 2000' � PIPE CAP BEAM SCALE: 1 " =5' C -1 L= 404.69' I POINT L GRAPHIC SCALE: T = 203.04 ELEV. 19.82' FOUND MON IN CASE 5 0 5 10 SEE SURVEY CONTROL N 169269.26 I t I I I I I I FOR CL ALIGNMENT E 1295760.02 TYPICAL SECTION AT WINGWALL 1" = 5' R W 45' 45' R W CURVE DATA D = 10' 17' 38" POINT B 20.56' SECTION e 10 0 10 20 I 1 I I 22 22' R = 909.99' L = 163.49' ELEV. FOUND MON IN CASE SCALE: 1 ° =5' C -1 , , , , , , , , 1" = 10' ® Z 0 5' I 6' EXISTING STEEL PIPE HANDRAIL FOR SIDEWALK 'll CURB AND GUTTER PER CITY OF T = 81.97 N 169311.06 E 1295561.44 200 0 200 400 r GROUND RENTON STANDARD DETAIL F001 SEE RENTON STD DETAIL H024 5 5' POINT A LL_t I I I SURFACE SIDEWALK 2%°' � '_2R FOUND 2MON FOUND MON IN CASE 1" = 200' - °a rn g m - � �CSB N 169327.90 E 1295461.13 POINT y S. GPI, � o f w,� CALL 48 HOURS o / J1 2" CLASS B ACP 2.5 4' CSBC M ELEV. 20.27' b� m o w° 6' CLASS E OR B ACP BANK RUN GRAVEL OR FOUND MON IN CASE BEFORE YOU DIG a i c to - 6" CSBC PREPARED SUBGRADE 6" TOPSOIL TYPE A, TYP N 169330.13 E 1295399.17 z IST6q 2, Q �80o'�FL4'7�7J ROADWAY RESTORATION SECTION SURVEY CONTROL for 4 o 0 S- ,0-27- 27°7 SCALE: 1' =10' SCALE ,' =200' Z N- E217w01710 3 SCANNED MAR 3 0 2000 : nor, v n N ?f w Oo N z 1 ¢ o �a N U s 0 m i 0 N m °m 0 0 Q i 0 ° a i c ° ar 0 0 oz 0 3 E E- a E­ W as Q'+ C ` c° ,E C fit, ° rn ° FL° s ° 7y BY OTHERS ROAD SW 277y N \161, Sr I S G CURB 20" STEEL CASING I �12 2" T \`�4„ EXISTING 12' W/ CASING SPACERS \ 16„ ` SEWER MAIN AND CASING END SEALS T- REMOVE AND RELOCATE I EXISTING EXIST 2' STREETLIGHT SEWER MAIN POWER CONDUIT ON ' N TOP OF CULVERT RIM 1 19.80 E = I I � �Iff��V 12" E = 5.56 II fNV�l21�-YY _zt_.� .49 PLAN SCALE: 1"=20' EXISTING 12' WATER MAIN 22.5' BEND - RESTRAINED JOINT TELESCOPING SLEEVE, TYP 2' STREET LIGHT POWER CONDUIT RELOCATION SEQUENCE Zi 1. SECURE POWER BY CITY. 2. PULL HARE BACK TO NEAREST JUNCTION BOX BY CITY. 3. REMOVE EXISTING CONDUIT BY CONTRACTOR. 4. PROVIDE AND INSTALL NEW CONDUIT BY CONTRACTOR. 5. PULL WIRE BACK THROUGH NEW CONDUIT AND SPLICE BY CITY. 6. ENERGIZE SYSTEM BY CITY. ° 5,wp -27 -2707 z I CREEK 22' STEEL CASING NTH CASING SPACERS AND INSULATION STAINLESS .STEEL BAND, TYP� SW 27th STREET -------- ---- ---- -------------- - - -1-------------------------------------------- 12' D1 CLASS 52 PRECAST BOX CULVERT RESTRAINED' JOINT PIPE i WATER MAIN RELOCATION PROFILE SCALE: 1 " -5' WATER LINE RELOCATION CONSTRUCTION SEQUENCE 1. INSTALL CONCRETE DEAD -MAN BLOCKS AND SHACKLE RODS ONTO EXISTING 12" WATER LINE AT BOTH ENDS OF PROPOSED CULVERT AS SHOWN ON PLANS AND DETAILS. ALLOW MINIMUM 3 DAY CURING TIME FOR CONCRETE. CUT -IN 12" ISOLATION VALVES AT BOTH ENDS AND SHACKLE VALVES TO DEAD -MAN BLOCKS 2. INSTALL 8" TEMPORARY BY -PASS LINE. FLUSH AND DISINFECT BY -PASS LINE (BY CONTRACTOR). OBTAIN WATER SAMPLE FOR PURITY TESTS (BY CITY). AFT@ SATISFACTORY PURITY TESTING OF BY-PASS LINE CONTRACTOR TO fNSTALL 8' STANDPIPES AND 12 "x8 TEES AT BOTH ENDS OF VALVES PER DETAILS AND 'CONNECT .BY-PASS LINE TO STANDPIPES ACTIVATE BY-PASS LINE REMOVE EXISTING 12" WATER MAIN FOR I CONSTRUCTION OF BOX CULVERT. CONSTRUCT NEW 12" RELOCATED RESTRAINED JOINT .WATER MAIN AND STEEL CASING AS SHOWN ON PLANS. CONTRACTOR TO PERFORM PRESSURE TEST, CLEAINING BY "POLYPIGGING" AND DISINFECTING OF NEW WATER MAIN. AFTER SATISFACTORY PURITY TEST BY CITY, CONTRACTOR TO REMOVE TEMPORARY END CAPS, STANDPIPES, AND 12 "x6" TEES' AND CONNECT TO EXISTING 12' WATER MAIN PER CONNECTION DETAILS AS SHOWN ON PLANS. 2, 4 SW. 27Tri STREET i PRECAST BOX CULVERT I REPLACE EXISTING 12" SEWER -------- - -- - -- -WITH NEW SEWER 20" STEEL CASING WITH CASING SPACERS SEWER MAIN REPLACEMENT AND CASING PROFILE SCALE: 1 " =5' NOTES: 1. 10" POWER, 4' GAS, AND 16' TELEPHONE UTILITIES WILL BE RELOCATED BY OTHERS. ONCE 10° POWER, 4" GAS, AND 16" TELEPHONE UTILITIES ARE TAKEN OUT OF SERVICE, CONTRACTOR SHALL REMOVE AND DISPOSE OF THESE UTILITIES PRIVATE UTILITY COMPANIES ARE RESPONSIBLE FOR INSTALLING THESE RELOCATED UTILITIES. CONTRACTOR SHALL RELOCATE 2' STREET LIGHT CONDUIT. COORDINATE WITH PUBLIC AND PRIVATE UTILITIES FOR RELOCATION. 2. UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR TO FIELD LOCATE UTILITIES AS NECESSARY. 3. RELOCATED 10' POWER CONDUIT MUST BE A MINIMUM OF 5' AWAY FROM JHE RELOCATED WATER MAIN. 4. CONTRACTOR SHALL DETERMINE EXACT LOCATION AND DEPTH OF EXISTING SEWER MAIN WHERE NEW CULVERT CROSSES SEWER (TWO LOCATIONS). 5. PAVEMENT RESTORATION SHALL BE IN ACCORDANCE WITH CITY OF RE NT ON STANDARD DETAILS H032 AND H032A 6. FOR TRENCHING REQUIREMENTS SEE CITY OF RENTON STANDARD DETAILS H032, HO32A, AND H033. STAINLESS STEEL BAND, TYP EXISTING 12" SEWER MAIN - CASING END SEAL, TYP 251 NOTES 2, 4 225" BEND (RJxRJ)I EL VARIES FROM 19.7 TO 21.2 DEAD MAN BLOCK AROUND EXISTING 12" F) 7 WATER 12" MAIN, TYP RELOCATED 12' WATER MAIN WATER MAIN -- SEE DWG C -4 CASING END NATIH RESTRAINED JOINTS SEAL, TYP EL 18.17 22.5' BEND (RJxRJ) 6 -3/4' SHACKLE RODS, TYP 12" GATE VALVE (MJ), TYP 4=70 7 o 4 GRAPHIC SCALE: 20 0 20 40 1, I I I 1 "= 20' 5 0 5 10 Li i i l I I 1" = 5' °sn� CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 OJy�L °waxs 12 -"-w _. !DI-12171017101, n .i7 SCANNED mAq 3 0 2000 I Iss�oo CD r- U I I 20" STEEL CASING N �' 3 TO BE RELOCATED W/ CASING SPACERS r BY OTHERS AND CASING END SEALS N I _ — -4- PRECAST BOX CULVERT I SHEET PILE WINGWALL, TYP 8 3: 3 O 2" AIR RELEASE 'VALVE (n N 86684.42 R AND VALVE BOX U fi E 1303644.10 12A ln, SEE DETAIL 1, DWG C -4 12" 221 2' BEND RJxRJ TYP � G 64,5. ` E IN 86669.60 24" 1303706.87 I- CL LL1 r -MAN 4 GATE VALVE DEAD LI H I% \ � CECEXIS M1 w � 4 SEE CONNECTION DE TAILS ON DING C-4 LLJ (n Q CL AS'HAl 15 H U W : *' r n Z 3 .. . ......................RELOCATED .: 1 w..... a LL Q ...... ........ .:...: WATER MAIN TH.... ....RESTRAINED:... NTS' ..... . W COH C R Erz z 3 J Z CU CURB _ .w - A 15 C �K a W > J = s „ —2" r G \- 4F:r.::: {::::i. ir 16" ..... a ppr:i ::iir r:::c:ii ::::::::::::::::::: :::.:::. T .................. EXISTING 12" 12' 22 1/2' BEND 4 WATER MAIN U -_ 5 P a r (RJxRJ), TYP TO BE RELOCATED ?f w Oo N z 1 ¢ o �a N U s 0 m i 0 N m °m 0 0 Q i 0 ° a i c ° ar 0 0 oz 0 3 E E- a E­ W as Q'+ C ` c° ,E C fit, ° rn ° FL° s ° 7y BY OTHERS ROAD SW 277y N \161, Sr I S G CURB 20" STEEL CASING I �12 2" T \`�4„ EXISTING 12' W/ CASING SPACERS \ 16„ ` SEWER MAIN AND CASING END SEALS T- REMOVE AND RELOCATE I EXISTING EXIST 2' STREETLIGHT SEWER MAIN POWER CONDUIT ON ' N TOP OF CULVERT RIM 1 19.80 E = I I � �Iff��V 12" E = 5.56 II fNV�l21�-YY _zt_.� .49 PLAN SCALE: 1"=20' EXISTING 12' WATER MAIN 22.5' BEND - RESTRAINED JOINT TELESCOPING SLEEVE, TYP 2' STREET LIGHT POWER CONDUIT RELOCATION SEQUENCE Zi 1. SECURE POWER BY CITY. 2. PULL HARE BACK TO NEAREST JUNCTION BOX BY CITY. 3. REMOVE EXISTING CONDUIT BY CONTRACTOR. 4. PROVIDE AND INSTALL NEW CONDUIT BY CONTRACTOR. 5. PULL WIRE BACK THROUGH NEW CONDUIT AND SPLICE BY CITY. 6. ENERGIZE SYSTEM BY CITY. ° 5,wp -27 -2707 z I CREEK 22' STEEL CASING NTH CASING SPACERS AND INSULATION STAINLESS .STEEL BAND, TYP� SW 27th STREET -------- ---- ---- -------------- - - -1-------------------------------------------- 12' D1 CLASS 52 PRECAST BOX CULVERT RESTRAINED' JOINT PIPE i WATER MAIN RELOCATION PROFILE SCALE: 1 " -5' WATER LINE RELOCATION CONSTRUCTION SEQUENCE 1. INSTALL CONCRETE DEAD -MAN BLOCKS AND SHACKLE RODS ONTO EXISTING 12" WATER LINE AT BOTH ENDS OF PROPOSED CULVERT AS SHOWN ON PLANS AND DETAILS. ALLOW MINIMUM 3 DAY CURING TIME FOR CONCRETE. CUT -IN 12" ISOLATION VALVES AT BOTH ENDS AND SHACKLE VALVES TO DEAD -MAN BLOCKS 2. INSTALL 8" TEMPORARY BY -PASS LINE. FLUSH AND DISINFECT BY -PASS LINE (BY CONTRACTOR). OBTAIN WATER SAMPLE FOR PURITY TESTS (BY CITY). AFT@ SATISFACTORY PURITY TESTING OF BY-PASS LINE CONTRACTOR TO fNSTALL 8' STANDPIPES AND 12 "x8 TEES AT BOTH ENDS OF VALVES PER DETAILS AND 'CONNECT .BY-PASS LINE TO STANDPIPES ACTIVATE BY-PASS LINE REMOVE EXISTING 12" WATER MAIN FOR I CONSTRUCTION OF BOX CULVERT. CONSTRUCT NEW 12" RELOCATED RESTRAINED JOINT .WATER MAIN AND STEEL CASING AS SHOWN ON PLANS. CONTRACTOR TO PERFORM PRESSURE TEST, CLEAINING BY "POLYPIGGING" AND DISINFECTING OF NEW WATER MAIN. AFTER SATISFACTORY PURITY TEST BY CITY, CONTRACTOR TO REMOVE TEMPORARY END CAPS, STANDPIPES, AND 12 "x6" TEES' AND CONNECT TO EXISTING 12' WATER MAIN PER CONNECTION DETAILS AS SHOWN ON PLANS. 2, 4 SW. 27Tri STREET i PRECAST BOX CULVERT I REPLACE EXISTING 12" SEWER -------- - -- - -- -WITH NEW SEWER 20" STEEL CASING WITH CASING SPACERS SEWER MAIN REPLACEMENT AND CASING PROFILE SCALE: 1 " =5' NOTES: 1. 10" POWER, 4' GAS, AND 16' TELEPHONE UTILITIES WILL BE RELOCATED BY OTHERS. ONCE 10° POWER, 4" GAS, AND 16" TELEPHONE UTILITIES ARE TAKEN OUT OF SERVICE, CONTRACTOR SHALL REMOVE AND DISPOSE OF THESE UTILITIES PRIVATE UTILITY COMPANIES ARE RESPONSIBLE FOR INSTALLING THESE RELOCATED UTILITIES. CONTRACTOR SHALL RELOCATE 2' STREET LIGHT CONDUIT. COORDINATE WITH PUBLIC AND PRIVATE UTILITIES FOR RELOCATION. 2. UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR TO FIELD LOCATE UTILITIES AS NECESSARY. 3. RELOCATED 10' POWER CONDUIT MUST BE A MINIMUM OF 5' AWAY FROM JHE RELOCATED WATER MAIN. 4. CONTRACTOR SHALL DETERMINE EXACT LOCATION AND DEPTH OF EXISTING SEWER MAIN WHERE NEW CULVERT CROSSES SEWER (TWO LOCATIONS). 5. PAVEMENT RESTORATION SHALL BE IN ACCORDANCE WITH CITY OF RE NT ON STANDARD DETAILS H032 AND H032A 6. FOR TRENCHING REQUIREMENTS SEE CITY OF RENTON STANDARD DETAILS H032, HO32A, AND H033. STAINLESS STEEL BAND, TYP EXISTING 12" SEWER MAIN - CASING END SEAL, TYP 251 NOTES 2, 4 225" BEND (RJxRJ)I EL VARIES FROM 19.7 TO 21.2 DEAD MAN BLOCK AROUND EXISTING 12" F) 7 WATER 12" MAIN, TYP RELOCATED 12' WATER MAIN WATER MAIN -- SEE DWG C -4 CASING END NATIH RESTRAINED JOINTS SEAL, TYP EL 18.17 22.5' BEND (RJxRJ) 6 -3/4' SHACKLE RODS, TYP 12" GATE VALVE (MJ), TYP 4=70 7 o 4 GRAPHIC SCALE: 20 0 20 40 1, I I I 1 "= 20' 5 0 5 10 Li i i l I I 1" = 5' °sn� CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 OJy�L °waxs 12 -"-w _. !DI-12171017101, n .i7 SCANNED mAq 3 0 2000 ry t Q 0 0 a N z U N� V1 � N I a h N I w N � J Ld Of Z Z �m O _ LEI ~ U Q N � O a- W 3w V5 UJ J a � � U g 3 a oy wz �_ OO 3E uj Q �z E" � a w ' r--� a ci o rn c \;_ 'ii c rn c o y E o lF z 0 rn Ir ¢408'OFF C BOTH WAYS INSERT 'POLYPIG" IN NEW LINE AND 412�-CAP EXISTING 12' DI NEW 12" DI WATER MAIN WATER MAIN R PLUG TEMPORARY BLOLOW -O FF TESTING DETAIL -- AFTER ALL TESTING AND DISINFECTION REMOVE TEMPORARY CAPS, CONNECT WITH 12" DIA- SLEEVE AND SPOOLS AND SHACKLE TO DEAD-MAN BLOCK. FlNAL CONNECTION CONNECTION 'DETAILS SCALE: 3/8' =1' -0' j Z I -TvvO -27 -2707 PLAN PLACE CONCRETE AGAINST UNDISTURBED EARTH, TYP, ON BEARING SIDE O N 5 -3/4" SHACKLE RODS, TYP SYMETRICALLY AROUND PIPE icT tY rn WATM UAIM 8 " -90' BEND (MJxFL) 8" BLIND FLANGE NTH 8' DRILLED TAP ,Y 8" PLUG 8' -GATE VALVE (FLxFL) c I I EXISTING GROUND a I I I I I I i I i I i 8' DI SPOOL (PExPE) I I I 4-3/4" SHACKLE RODS ! n 6 -3/4' SHACKLE RODS -- ,- ----------_-----_-- EXISTING 12" DI I. - WATER MAIN 12'x8" TEE (MJxMJ) WITH 8" PLUG (MJ) �12' GATE VALVE (MJxMJ) TO BE INSTALLED AFTER BY-PASS LINE CONCRETE DEAD -MAN BLOCK IS COMPLETED TEMPORARY STANDPIPE FOR BYPASS WATER LINE SCALE: 318' =1' -0' IE) —3' COVER TYP BOX CULVERT THE NUMBER OF 6 -3/4' SHACKLE TIE RODS SHOWN ON THIS SHEET DEFINES ROD PLACEMENT CONCEPT ONLY. SEE ABOVE NOTE FOR NUMBER AND SIZE OF RODS REQUIRED L /408' O.C. EACH WAY — — S' MIN EACH FACE NOTE' SECTION CURE CONCRETE MIN 7 DAYS DEADMAN BLOCK PRIOR TO PRESSURE TESTING MAIN. NO SCALE 2" AIR RELEASE VALVE PER CITY DETAIL 8095. 2" AIR RELEASE VALVE AND VALVE BOX DETAIL t NO SCALE C -3 GRAPHIC SCALE: 1 0 1 2 3 4 5 6 7 I�i�l I I I I I I I 3/8" = 1' -0' °S "GIST CALL 48 HOURS h Few w BEFORE YOU DIG .o ,21' 1- 800 - 424 -5&% L ° f2 -_- 0- 12710170 CD ` 7 7 ".r SCANNED IVIA4 3 0 2000 n 0 L N Q U z U a N � w a a U V1 n � 4 j EXISTING ASPHALT $g PAVEMENT PATH, a E SEE DETAIL 2, k DWG C -2 FOR SI N RESTORATION REQUIREMENTS cl- (/7 LEI O i F- 40' GREENBELT d J c:) EASEMENTT ? w I- O O i Ir Z CL H- } _ LEI 15' RECREATIONAL W W O v EASEMENT F- N g C:) RENTON /2 LLC W N CONNECT EXISTING �-' O STORM DRAIN TO vj — W DIVERSION CULVERT W O (TEMPORARY) T CL d J w 4 U I— / < W= o I TEMPORARY a ACCESS do s fs+ z Y d O O aE E 3a Z 2 _ 48• BYPASS :sL I CULVERTS HW a. DEL U Q4 M E CURB v a m2 G , \E -i-i TEMP ARY! A SS i PUA'MP W i I III x U) W w ' s } is i W W W •�� W W W y I 'KFF W � I W W w W WWWWwW arY c a. W W W Ji 1 i a W W 1= W� j EDGE OF W W W 11 �(�B�E.�IW�EEI Obi W W W W W ;r W W� t..--- WETL"A.ND 1 o o 0 O ° Q 0 °a i z 0 m W K Sw,o -2 7 -2707 CREEK BYPASS PLAN SCALE: 1 " =20' Q W W W W W W W W w 5' EL 14.5 W W W W 7W W W W W W 10 1' W IW DC F W W W W W W W W W W W 1_ - - - - -_ Ay- APPROX EASMENfjTOE W W W w W EL 5.0f E . 'OBTAINED $Y CMY OF" RENVON W w W w w �v TEMPORARY 1 -NTENb STORM DRAIN Wi W W W W COFFER DAM (TEMPORARY) W W W W Jf W W W W W w -LST REET EASW NT w W w W w W W W W W W W W W W W WA GAUGE ✓ �! W TOSCO EASEIkNT W w W w w w w W W w GAUL 0 P C, TM ` W W W W W W ,vJ� CORP w W 1 ,.�. "2'4''.x^- \•- .��\_74_._..__._ \ __ _ _ � 12: E EASEMENT - 30396 it W .L W W W W GAUGE ifW W W W W W E„ S W W W W W LL W? W W W W W W ;WwWWWWW W W W W W L07 S" 1 W W W W W W W 4 W W W W W W J W W W W W W J W W W W W W W LL 90' RIGHT OF WAY EXISTING GROUND 48" BYPASS 5 CULVERTS (2) � Flow - - -- -- - -- - -- - - - -- - - - -- -------- -- - - - - -- - - - - -- 6.0f IE 8.9 EL 6.01 — r -H SUPPORT BYPASS CULVERTS n AS NECESSARY 4-i -H D * w N �j U N Z a w F aD Q W W O i `3� w' m m < > vi °a 3 It M Ln h N r N N frn W W W W W W W CREEK BYPASS PROFILE SCALE: 1 " =20' - NOTES: 1. SHOWN BYPASS PLAN IS ONLY A SCHEMATIC. CONTRACTOR SHALL PROVIDE BYPASS PLAN IN ACCORDANCE WITH SPECIFICATIONS. 2. CONTRACTOR SHALL RE- ESTABLISH ALL EXISTING STORM DRAIN DETAILS MODIFIED FOR BYPASS. 3. LIMITS OF WORK SHALL NOT APPLY TO REQUIRED TRAFFIC CONTROL. 4. CONTRACTOR SHALL FLAG LIMITS OF CONSTRUCTION PRIOR TO BEGINNING WORK. USE YELLOW CONSTRUCTION FLAGGING WITH 2•x4" WOOD STAKES SPACED AT 20' MAXIMUM. GEOTEXTILE FOR TEMPORARY SILT FENCE is WIRE MESH FABRIC N 0 GRAVEL BACKFILL o 1 Sn 2x4" 8- WOOD POST MIN 6' MAXIMUM SPACING TEMPORARY SILT FENCE NO SCALE a► GRAPHIC SCALE: 20 0 20 40 h i l l I I 1 " =20' S. CALL 48 HOURS BEFORE YOU DIG /2WR� 1- 800 - 424 -5555 TONAL DI- 7 0 C` D, t') - 120706 SCANNED MA4 9 0 2000 liffill.. S / o i = o cV I x s i �N Z O N 1 O - - 0 U ---I � W o 13 15 17 19 21 9\25 2 d Z a N` Q g Ld Z Mw O rn Z !J U gLi N CV 3 Lu Z SLE U) H- CI_ 0_ - D J J J Q 0f M a U Ci 0 0 Of U ® o FOOTING PLAN ur SCALE: 1/8'=l'-O' r. N Op fE o a ao- rz 2 > w � W Q. L) rno a 3 of N E ,E M, .o s 0- 9 liffill.. S / o i = I 1 1 / m SB3 OPP HAND O - - 0 i 1 ?111 F21 ail 1 13 15 17 19 21 9\25 2 m O 0 N i _ =NE W SE= I rn Z !J U 0 I ' SEWER LINE AT HORIZ q PILE 1 I I SW WING WALL F@ j 2❑ ® [A]r l l 10 TI 1z 14 16 18 20 22 A � - S -3 11l � I SPRINGBROOK CREEK f / 1 - - �1 jam_ I I I I SEWER L1NE�� // � 1 OR m 0 7YP S-3 NW WING WALL - - - t PILES B S-3 Box CULVERT I I I M CULVERT SEGMENTS JOINTS (ABOVE) A / I 1 1 / SB3 OPP HAND vi - - - - - - PILES 1 ?111 F21 ail 1 13 15 17 19 21 9\25 2 27 29 IN 0 3 35 37 =NE W SE= I I I / = WING WALL DTH OF CULVERT SECTIONS S SLE - D SUPPLIER IS REQUIRED TO BE M M 0 0 0 rn SEWER LINE u FOOTING PLAN ur SCALE: 1/8'=l'-O' S?2 P PRECAST BOX CULVERT ----------- — - - - - - -- S -2 WANG WALLS NOT SHOWN SEWER LINE - - -- - - - -- EL 7,7- 1 I EL 4-44 U12"DIA STEEL PROFILE PIPE PILE, TYP SCALE: 1/8 " =1' -0" EL -47.0, TYP (ESTIMATED) EL -42.0 MINIMUM 3 -SIDED BOX CULVERT INSTALLA110N NOTES 1. CONTRACTOR SHALL INSTALL OWNER SUPPLIED 3 -SIDED BOX CULVERT IN ACCORDANCE NTH BOX CULVERT SUPPLIERS INSTRUCTIONS, AS REQUIRED IN THE SPECIFICATIONS, AND SHOWN ON THESE DRAWINGS. 2. BOX CULVERT INSTALLATION INCLUDES: -LIFTING AND PLACING BOX CULVERT SECTIONS ON PILE CAP BEAMS. - FIELD WELDING PLATE CONNECTORS AT DECK JOINT. - GROUTING DECK; WALL. AND FOOTING JOINTS WITH NON- SHRINK GROUT. X$MR —z 7 —1 ,207 FINISHED GRADE SECTION A SCALE: 1/4' =1' -0" — PILE NOTES: 1. PILES SHALL BE 12.75'ODx3/8" MIN PIPE WALL THICKNESS 2. PILES SHALL MEET THE REQUIREMENTS OF ASTM A252, GRADE 2. 3. PILES SHALL BE DRIVEN TO AN ULTIMATE BEARING CAPACITY OF 170 KIPS OR TO THE MINIMUM TIP ELEVATION SHOWN, WHICHEVER IS GREATER. 4. PILES SHALL BE CONCRETE /CDF FILLED. SEE DETAIL 3, DWG S -2. 5. SPLICE SECTIONS OF STEEL PILES USING A FULL PENETRATION WELD WITH A BACKING RING. 6. PIPE PILES SHALL INCLUDE A BOTTOM CLOSURE BUTT PLATE, 3/4" MIN THICKNESS. PILE N0. I STATION ODD NO. PILES 1 0+1.5 3 0 +6.5 5 0 +11.5 EXCAVATE TO EXPOSE SEWER LINE AND INSTALL SEWER LINE CASING PRIOR TO DRIVING PILE. 7-35 -- LOCATED O 5 FT SPACING 37 0 +90.0 EVEN NO. PILES 2 0 +6.9 4 0 +11.0 6 0+15.1 EXCAVATE TO EXPOSE SEWER LINE AND INSTALL SEWER LINE CASING PRIOR TO DRIVING PILE. 8 -36 -- LOCATED O 5 IT SPACING 38 0 +95.3 �,sl$ ,o o4'AL LA 199 6xp 1111100 THE CHANGES NOTED ON THIS SHEET ARE DETERMINED FROM AN AS -BUILT SURVEY PERFORMED BY ME ON OCTOBER ?6,1999. GRAPHIC SCALE: 1 0 5 10 1/4" = l' -0" 5 0 5 10 15 20 1/8" = l' -0" CALL 48 HOURS BEFORE YOU DIG 1 -800- 424-5555 orreL ,ormL 5 zi_ga E"m. 12 -04,-00 EIDYRES 8 -24 -00 I I I— % O O /d-!3 ; ID-2707.-7 SCANNED mA4 3 0 2000 / U12"DIA STEEL PROFILE PIPE PILE, TYP SCALE: 1/8 " =1' -0" EL -47.0, TYP (ESTIMATED) EL -42.0 MINIMUM 3 -SIDED BOX CULVERT INSTALLA110N NOTES 1. CONTRACTOR SHALL INSTALL OWNER SUPPLIED 3 -SIDED BOX CULVERT IN ACCORDANCE NTH BOX CULVERT SUPPLIERS INSTRUCTIONS, AS REQUIRED IN THE SPECIFICATIONS, AND SHOWN ON THESE DRAWINGS. 2. BOX CULVERT INSTALLATION INCLUDES: -LIFTING AND PLACING BOX CULVERT SECTIONS ON PILE CAP BEAMS. - FIELD WELDING PLATE CONNECTORS AT DECK JOINT. - GROUTING DECK; WALL. AND FOOTING JOINTS WITH NON- SHRINK GROUT. X$MR —z 7 —1 ,207 FINISHED GRADE SECTION A SCALE: 1/4' =1' -0" — PILE NOTES: 1. PILES SHALL BE 12.75'ODx3/8" MIN PIPE WALL THICKNESS 2. PILES SHALL MEET THE REQUIREMENTS OF ASTM A252, GRADE 2. 3. PILES SHALL BE DRIVEN TO AN ULTIMATE BEARING CAPACITY OF 170 KIPS OR TO THE MINIMUM TIP ELEVATION SHOWN, WHICHEVER IS GREATER. 4. PILES SHALL BE CONCRETE /CDF FILLED. SEE DETAIL 3, DWG S -2. 5. SPLICE SECTIONS OF STEEL PILES USING A FULL PENETRATION WELD WITH A BACKING RING. 6. PIPE PILES SHALL INCLUDE A BOTTOM CLOSURE BUTT PLATE, 3/4" MIN THICKNESS. PILE N0. I STATION ODD NO. PILES 1 0+1.5 3 0 +6.5 5 0 +11.5 EXCAVATE TO EXPOSE SEWER LINE AND INSTALL SEWER LINE CASING PRIOR TO DRIVING PILE. 7-35 -- LOCATED O 5 FT SPACING 37 0 +90.0 EVEN NO. PILES 2 0 +6.9 4 0 +11.0 6 0+15.1 EXCAVATE TO EXPOSE SEWER LINE AND INSTALL SEWER LINE CASING PRIOR TO DRIVING PILE. 8 -36 -- LOCATED O 5 IT SPACING 38 0 +95.3 �,sl$ ,o o4'AL LA 199 6xp 1111100 THE CHANGES NOTED ON THIS SHEET ARE DETERMINED FROM AN AS -BUILT SURVEY PERFORMED BY ME ON OCTOBER ?6,1999. GRAPHIC SCALE: 1 0 5 10 1/4" = l' -0" 5 0 5 10 15 20 1/8" = l' -0" CALL 48 HOURS BEFORE YOU DIG 1 -800- 424-5555 orreL ,ormL 5 zi_ga E"m. 12 -04,-00 EIDYRES 8 -24 -00 I I I— % O O /d-!3 ; ID-2707.-7 SCANNED mA4 3 0 2000 / 3 -SIDED BOX CULVERT INSTALLA110N NOTES 1. CONTRACTOR SHALL INSTALL OWNER SUPPLIED 3 -SIDED BOX CULVERT IN ACCORDANCE NTH BOX CULVERT SUPPLIERS INSTRUCTIONS, AS REQUIRED IN THE SPECIFICATIONS, AND SHOWN ON THESE DRAWINGS. 2. BOX CULVERT INSTALLATION INCLUDES: -LIFTING AND PLACING BOX CULVERT SECTIONS ON PILE CAP BEAMS. - FIELD WELDING PLATE CONNECTORS AT DECK JOINT. - GROUTING DECK; WALL. AND FOOTING JOINTS WITH NON- SHRINK GROUT. X$MR —z 7 —1 ,207 FINISHED GRADE SECTION A SCALE: 1/4' =1' -0" — PILE NOTES: 1. PILES SHALL BE 12.75'ODx3/8" MIN PIPE WALL THICKNESS 2. PILES SHALL MEET THE REQUIREMENTS OF ASTM A252, GRADE 2. 3. PILES SHALL BE DRIVEN TO AN ULTIMATE BEARING CAPACITY OF 170 KIPS OR TO THE MINIMUM TIP ELEVATION SHOWN, WHICHEVER IS GREATER. 4. PILES SHALL BE CONCRETE /CDF FILLED. SEE DETAIL 3, DWG S -2. 5. SPLICE SECTIONS OF STEEL PILES USING A FULL PENETRATION WELD WITH A BACKING RING. 6. PIPE PILES SHALL INCLUDE A BOTTOM CLOSURE BUTT PLATE, 3/4" MIN THICKNESS. PILE N0. I STATION ODD NO. PILES 1 0+1.5 3 0 +6.5 5 0 +11.5 EXCAVATE TO EXPOSE SEWER LINE AND INSTALL SEWER LINE CASING PRIOR TO DRIVING PILE. 7-35 -- LOCATED O 5 FT SPACING 37 0 +90.0 EVEN NO. PILES 2 0 +6.9 4 0 +11.0 6 0+15.1 EXCAVATE TO EXPOSE SEWER LINE AND INSTALL SEWER LINE CASING PRIOR TO DRIVING PILE. 8 -36 -- LOCATED O 5 IT SPACING 38 0 +95.3 �,sl$ ,o o4'AL LA 199 6xp 1111100 THE CHANGES NOTED ON THIS SHEET ARE DETERMINED FROM AN AS -BUILT SURVEY PERFORMED BY ME ON OCTOBER ?6,1999. GRAPHIC SCALE: 1 0 5 10 1/4" = l' -0" 5 0 5 10 15 20 1/8" = l' -0" CALL 48 HOURS BEFORE YOU DIG 1 -800- 424-5555 orreL ,ormL 5 zi_ga E"m. 12 -04,-00 EIDYRES 8 -24 -00 I I I— % O O /d-!3 ; ID-2707.-7 SCANNED mA4 3 0 2000 / �,sl$ ,o o4'AL LA 199 6xp 1111100 THE CHANGES NOTED ON THIS SHEET ARE DETERMINED FROM AN AS -BUILT SURVEY PERFORMED BY ME ON OCTOBER ?6,1999. GRAPHIC SCALE: 1 0 5 10 1/4" = l' -0" 5 0 5 10 15 20 1/8" = l' -0" CALL 48 HOURS BEFORE YOU DIG 1 -800- 424-5555 orreL ,ormL 5 zi_ga E"m. 12 -04,-00 EIDYRES 8 -24 -00 I I I— % O O /d-!3 ; ID-2707.-7 SCANNED mA4 3 0 2000 / o , N 1 Q t I� 0 0 a z 1 ¢ o 7�� Nk �i I a N I 0- W O (y (/) g wa � W Ld —I 2 U Q NZD ui aft >; vi tE � w c1l) J 6 U `0 do o .. r � N 0 `E h U . W as 3 of �E a� s ® Illllld i N m o o o c � SEE DET 3 THIS DWG FOR TYPICAL DETAILS _- CENTER SPLICES BETWEEN PILES (STAGGER) BOX CULVERT JOINT .� U) O0 K o m ce w N <I 6 CENTER TOP SPLICES BETWEEN PILES, 36" LAP 0 0 z J #5x3' -6" (EF) #5,S pi`s. (EF) SEE DET 3 THIS DWG FOR TYPICAL DETAILS _- CENTER SPLICES BETWEEN PILES (STAGGER) BOX CULVERT JOINT .� <I 6 CENTER TOP SPLICES BETWEEN PILES, 36" LAP CENTER BOTTOM SPLICES OVER PILES, 30" LAP 16 (STAGGER) I _I --4 ° l 1 -� a4 ° 4 1 `I ' 1 I d r I ° 1 1 -- d 1 �1 --1 `I ° r— _I d �r— _1 1 _ �-1 I _ -4 ° I _ _ 1 -6 _ d° I d d1_� I i d° r`jjlll` ♦_ a d r 1__ Z. °d J1 /j6 CONT #4 r _ —tip r- #40 (TYP) I SEWER LINE I I I STEEL CASING 2' -0' 0 11 MAX 7' -0" JPI NO 3 PILE NO 5 PILE NO 7 DETAIL t NOTE: SEE DWG C -3 FOR SEWER CASING PROFILE AND UTILITY LOCATION REQUIREMENTS. PILE LOCATIONS MAY NEED TO BE MODIFIED BASED ON ACTUAL SEWER LOCATION. DETAIL SPACING SCALE: 3/4" =1' -0" S-1 PILE DETAIL 4Z SCALE: 3/4' =1' -0" 3-1 Sw�o -17_ 2707 r i #4 SPI d' RAL 4 d '8 #5 REBAR I ° UNIFORMLY js d SPACED'.' . as d 12" PIPE PILE. d° NT SECTION A SCALE: 1 1/2 ° -1' -0" - IE PILE, TYP DETAIL SCALE: 3/4 ° =1' -0" S -1 0%270708 GRAPHIC SCALE: 1 0 1 I I I I 1 -1/2" = 1' -0" 1 0 1 2 3 3/4" = 1' -0' �° CALL 48 HOURS BEFORE YOU DIG .� 1- 800 - 424-5 �oxati 5 21 ap e�mncs: 8 -24 -00 D % o O % O ,70 ,q� SCANNED NAR 33 0 2000 / / BOX CULVERT JOINT CENTER TOP SPLICES BETWEEN PILES, 36" LAP CENTER BOTTOM SPLICES OVER PILES, 30" LAP 16 (STAGGER) (STAGGER) - -� - - - — — — — — — — — — — - -.-�- G _ - - - -- -a_— Qe ---- - - - - -- - -- - -$ $ — —-- — - -tr ° e - -_ -- — p -- - -- 1 1 -- d 1 �1 --1 `I ° r— _I d �r— _1 1 _ �-1 I _ -4 ° I _ _ 1 -6 _ a ° ° d /j6 CONT #4 0 11 MAX I SPACING � I IE PILE, TYP DETAIL SCALE: 3/4 ° =1' -0" S -1 0%270708 GRAPHIC SCALE: 1 0 1 I I I I 1 -1/2" = 1' -0" 1 0 1 2 3 3/4" = 1' -0' �° CALL 48 HOURS BEFORE YOU DIG .� 1- 800 - 424-5 �oxati 5 21 ap e�mncs: 8 -24 -00 D % o O % O ,70 ,q� SCANNED NAR 33 0 2000 / / I- A f3.. D �o -7 °/r SCANNED MAR 3 0 2000 a "1 1 �• v ® o � z U F� a VL � IJ g i T a B I �� I J CVo CV I CL U w O ftf F_ a W Z w 1­ W IZ Cri1E w CD = U Z N 0- Z w of LJ J O a.° 0 0 rr� 7 N OO 3E a E- L) W as P4 LE G `O C a� S I� p� o 4 N �Y z 0 0 W N N a a S w w m PLANT SCHEDULE - TREES SYMB SCIENTIFIC NAME COMMON NAME QUANTITY SIZE NOTES DETAIL O ACER MACROPHYLLUM BIGLEAF MAPLE 4 2 GAL. CONTAINER SINGLE STRAIGHT LEADER 1 MAKE 3" HIGH BERM OF SOIL FOR WATERING BASIN BETULA PAPYRIFERA PAPER BIRCH 1 2 GAL. CONTAINER SINGLE STRAIGHT LEADER 1 O FRAX!NUS LATIFOLIA OREGON ASH 1 2 GAL. CONTAINER SINGLE STRAIGHT LEADER 1 1/3 GRADE AA COMPOST POPULUS BAISAMIFERA BLACK COTTONWOOD 7 2 GAL. CONTAINER SINGLE STRAIGHT LEADER 1 PSEUDOTSUGA MENZIESII DOUGLAS FIR 12 2 GAL. CONTAINER SINGLE STRAIGHT LEADER, WELL-BRANCHED 1 O THUJA PLICATA WESTERN RED CEDAR 11 2 GAL. CONTAINER SINGLE STRAIGHT LEADER, WELL- BRANCHED 1 PLANT SCHEDULE - SHRUBS SYMB I SCIENTIFIC NAME COMMON NAME QUANTITY SIZE NOTES DETAIL 2x GREATER ACER CIRCINATUM VINE MAPLE 39 2 GAL. CONTAINER MULTI - STEMMED, MINIMUM 3 STEMS 4' -0" O.C. 2 ® AMELANCHIER ALNIFOLIA WESTERN SERVICEBERRY 22 1 GAL. CONTAINER WELL- BRANCHED, BUSHY, 4'-0" 4' -D" O.C. Q CORNUS STOLONIFERA RED -OSIER DOGWOOD 32 1 GAL. CONTAINER MULTI - STEMMED, MINIMUM 3 STEMS 4' =0" O.C. 2 © HOLODISCUS DISCOLOR CREAMBUSH OCEANSPRAY 39 1 GAL. CONTAINER WELL- BRANCHED, BUSHY, 4'-0" D.C. 2 Q LONICERA INVOLUCRATA BLACK TWINBERRY 36 1 CAL. CONTAINER WELL- BR 4 _ ANCHED, BUSHY, 2 © OEMLERIA CERASIFORMIS INDIAN PLUM 92 1 GAL. CONTAINER MULTI - STEMMED, WELL- BRANCHED BUSHY 4' =0' O.C. 2 ON PHYSOCARPUS CAPITATUS PACIFIC NINEBARK 79 1 GAL. CONTAINER MULTI - STEMMED, WELL - BRANCHED 2 ® ROSA NUTKANA NOOTKA ROSE 55 1 GAL. CONTAINER WELL- BRANCHED, BUSHY, 4' -0" O.C. 2 OO RUBUS SPECTABILIS SALMONBERRY 23 1 GAL. CONTAINER MULTI -S EMMED, MINIMUM 3 STEMS 4' -0" D.C. 2 102E SAMBUCUS RACEMOSA RED ELDERBERRY 45 1 GAL. CONTAINER ' MULTI- STEMMED, MIN. 3 PAIRS OF I N 4'- " 2 SYMPHORICARPOS ALBUS COMMON SNOWBERRY 36 1 GAL. CONTAINER WELL- BRANCHED, BUSHY, 4'- 2 I • aa. Jones & Stokes Associates 2820 Northup Way, Suite 100 Bellevue, WA 98004 (425) 822 -1077 (FAX) 822 -1079 ad�be STATE OF In WASHINGTON L11MN WASHSdIINGTOH'Il� D EACH CT y0HN A. ZANZI I R11FICATION NO. 76 24" LONG "CINCH" TIES (OR EQUAL); USE 2 TIES PER TREE USE 2" DIAMETER PRESSURE TREATED WOOD TREE STAKES — m &W a LLo � o =� I � W M =� wz FINISH GRADE ¢ ` SIDES OF HOLE TAPER OUTWARD AND ARE ROUGHENED (NOT SMOOTH) CAREFULLY REMOVE TOP 1/3 OF z CONTAINER (IF CONTAINER IS g NON - ORGANIC, REMOVE COMPLETELY) — IF CONTAINER IS ORGANIC, CUT SEVERAL SLITS TO FACILITATE: ROOT PENETRATION; REMOVE BOTTOM COMPLETELY SwP - a7 -Z)o7 t�, I ra r NEW i f CULVERT 'G`il , - t i � t IV f ENMANCEITENT PLANTING AND TOP OF ROOTBALL TO BE 2" ABOVE HYDROSEEDING BOUNDARY SURROUNDING SOIL (FINISH GRADE). PLANT NO LOWER THAN LEVEL AS GROWN IN NURSERY PATH PLACE WOOD CHIPS AT A 3" DEPTH AND 36" :fygy�' ai DIAMETER AROUND TREE SEE SPECIFICATIONS rr� �•� � �Ip�C \\ f�' FOR WOOD CHIPS — MAKE 3" HIGH BERM OF SOIL FOR WATERING BASIN '^f11�mfM fA��lr `IR1�1 ✓�W� s�tl��T�_ AND HYD BOUNDAR -ENHANCEMENT PLANTING AND HYDROSEEDING BOUNDARY ., F3f3� PLANTING PLAN MEND EXISTING CONTOUR NEW CONTOUR (SEE SHEET C -1) — - - — LIMIT OF ENHANCEMENT PLANTING — - - - — ORDINARY HIGH WATER (OHW) '— - -- --- WETLANDS BOUNDARY CONTAINER TREE PLANTING UN.T.S. ROLL 1: 194 TOP OF ROOTBALL TO BE 2" ABOVE SURROUNDING SOIL (FINISH GRADE) FOR PLANTING OF SLOPES, INSTALL PLANT VERTICAL AND LEVEL WATERING BASIN TO ENSURE COVER OF ROOTS ON DOWNHILL SIDE OF PLANT \ \ FINISH GRADE ^� r SIDES'OF HOLE TAPER OUTWARD AND ARE ROUGHENED (NOT SMOOTH) I- CAREFULLY REMOVE TOP 1/3 OF CONTAINER FROM ROOTBALL (IF CONTAINER IS / r NON- ORGANIC, REMOVE COMPLETELY) — IF CONTAINER IS ORGANIC, CUT SEVERAL "ROOTWADS J� KENT /PLANTING - - RO_ SEqDING D T E T - ENHANCEMENT PLANTING'AND" HYDROSEEDING BOUNDARY ' GRAPHIC SCALE: 20 0 20 40 l i l i l I I 1" = 20' -0" SCALE IN FEET - PLACE WOOD CHIPS AT A 3" DEPTH AND 36" DIAMETER AROUND SHRUB; SEE SPECIFICATIONS FOR WOOD CHIPS /--MAKE 3" HIGH BERM OF SOIL FOR WATERING BASIN EXCAVATE SOIL FOR PLANTING AS SHOWN AND USE AMENDED PLANTING PIT BACKFILL AS FOLLOWS: 1/3 GRADE AA COMPOST 2/3 SOIL EXCAVATED FROM PLANTING PIT INCORPORATE OSMOCOTE 13 -13 -13 (OR EQUAL) INTO PLANTING PITS AT A RATE OF 4 OZS. PER CUBIC FOOT OF BACKFILL; FIRM SOIL AROUND ROOTBALL AND WATER SETTLE; DO NOT LEAVE AIR POCKETS; DO NOT DAMAGE 8" ROOTS DURING PLANTING OPERATIONS EXISTING NATIVE SOIL OR NEWLY PLACED TOPSOIL SLITS TO FACILITATE ROOT PENETRATION. 2x GREATER L PLACE ROOTBALL ON COMPACTED SOIL TO REMOVE BOTTOM CAREFULLY THAN CONTAINER PREVENT SETTLEMENT ,Ao .i v CONTAINER SHRUB PLANTING 2 N.T.S. D -207( ' °4 SCANNED MAR 3 0 2000 TOP OF ROOTBALL TO BE 2" ABOVE SURROUNDING SOIL (FINISH GRADE). PLANT NO LOWER THAN LEVEL AS GROWN IN NURSERY PLACE WOOD CHIPS AT A 3" DEPTH AND 36" DIAMETER AROUND TREE SEE SPECIFICATIONS FOR WOOD CHIPS — MAKE 3" HIGH BERM OF SOIL FOR WATERING BASIN EXCAVATE SOIL FOR PLANTING AS SHOWN AND USE AMENDED PLANTING PIT BACKFILL AS FOLLOWS: 1/3 GRADE AA COMPOST 2/3 SOIL EXCAVATED FROM PLANTING PIT INCORPORATE OSMOCOTE 13 -13 -13 (OR EQUAL) INTO PLANTING PITS AT A RATE OF 4 OZS. PER CUBIC FOOT _ OF BACKFILL; FIRM SOIL AROUND ROOTBALL AND WATER III -I SETTLE; DO NOT LEAVE AIR POCKETS; DO NOT DAMAGE 8" ROOTS DURING PLANTING OPERATIONS ti \ EXISTING NATIVE SOIL OR NEWLY PLACED TOPSOIL 2x GREATER PLACE ROOTBALL ON COMPACTED SOIL TO PREVENT SETTLEMENT THAN CONTAINER CONTAINER TREE PLANTING UN.T.S. ROLL 1: 194 TOP OF ROOTBALL TO BE 2" ABOVE SURROUNDING SOIL (FINISH GRADE) FOR PLANTING OF SLOPES, INSTALL PLANT VERTICAL AND LEVEL WATERING BASIN TO ENSURE COVER OF ROOTS ON DOWNHILL SIDE OF PLANT \ \ FINISH GRADE ^� r SIDES'OF HOLE TAPER OUTWARD AND ARE ROUGHENED (NOT SMOOTH) I- CAREFULLY REMOVE TOP 1/3 OF CONTAINER FROM ROOTBALL (IF CONTAINER IS / r NON- ORGANIC, REMOVE COMPLETELY) — IF CONTAINER IS ORGANIC, CUT SEVERAL "ROOTWADS J� KENT /PLANTING - - RO_ SEqDING D T E T - ENHANCEMENT PLANTING'AND" HYDROSEEDING BOUNDARY ' GRAPHIC SCALE: 20 0 20 40 l i l i l I I 1" = 20' -0" SCALE IN FEET - PLACE WOOD CHIPS AT A 3" DEPTH AND 36" DIAMETER AROUND SHRUB; SEE SPECIFICATIONS FOR WOOD CHIPS /--MAKE 3" HIGH BERM OF SOIL FOR WATERING BASIN EXCAVATE SOIL FOR PLANTING AS SHOWN AND USE AMENDED PLANTING PIT BACKFILL AS FOLLOWS: 1/3 GRADE AA COMPOST 2/3 SOIL EXCAVATED FROM PLANTING PIT INCORPORATE OSMOCOTE 13 -13 -13 (OR EQUAL) INTO PLANTING PITS AT A RATE OF 4 OZS. PER CUBIC FOOT OF BACKFILL; FIRM SOIL AROUND ROOTBALL AND WATER SETTLE; DO NOT LEAVE AIR POCKETS; DO NOT DAMAGE 8" ROOTS DURING PLANTING OPERATIONS EXISTING NATIVE SOIL OR NEWLY PLACED TOPSOIL SLITS TO FACILITATE ROOT PENETRATION. 2x GREATER L PLACE ROOTBALL ON COMPACTED SOIL TO REMOVE BOTTOM CAREFULLY THAN CONTAINER PREVENT SETTLEMENT ,Ao .i v CONTAINER SHRUB PLANTING 2 N.T.S. D -207( ' °4 SCANNED MAR 3 0 2000