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HomeMy WebLinkAboutzR-4189Setrn tb iT V I 1 0 F C D E =Ren n—O DEVELOPMENT ENGINEERING DIVISION APPROVED 07/30/2021 msippo 3 5 5 6 RENTON SCHOOL DISTRICT SIERRA HEIGHTS ELEMENTARY PLAYFIELD RENOVATIONS BID SET 6/16/21 r PROJECT AREA CAMPUS MAP Owner Renton School District #403 307 SW 7th Street Renton, WA 98057 (425)204-2300 Field Consultant D.A. Hogan & Associates, Inc. 119 1 st Avenue S., Suite 110, Seattle, WA 98104 (206) 285-0400 Phone Civil Engineers LPD Engineering 1982 1st Ave, Suite 201, Seattle, WA 98101 (206) 725-1211 Phone SIERRA HEIGHTS ELEMENTARY SCHOOL Constriction Attass z a •; z Project Site: Sierra Heights Elementary School 2501 Union Ave NE, Renton, WA 98059 Drawing Index F-0.0 Cover & Sheet Index 1 OF 18 F-0.1 Topographical Survey 20F 18 F-02 TESC Plan 3 of 18 F-0.3 TESC Details & Notes 4 OF 18 F-0.4 Demolition Plan 5 OF 18 F-1.1 Layout Plan 6 OF 18 F-12 Irrigation Plan 7 OF 18 F-1.3 Drainage Plan 8 OF 18 F-1.4 Irrigation Plan 9OF 18 F-2.1 Typical Details 1 o OF 18 F-22 Drainage Details 1 1 OF 18 F-2.3 Irrigation Details 120E 18 F-2.4 Irrigation Details 13 OF 18 F-2.5 Irrigation Details 140F 18 F-2.6 Fencing Details 15 OF 18 F-2.7 Site Details 16 OF 18 F-2.8 Site Details 1 7 OF 18 F-3.1 Soccer Layout Plan 18 OF 18 R-418901 N O _4 N a REVISION DATE I enton SCHOOL DISTRICT SIERRA HEIGHTS ELEMENTARY PLAYFIELD RENOVATIONS I% OGAN 11DAue SautM1.Snte110 I+. 20b.295. 0400 s"W,u W"hfge,n 98IW wwudaM1oganmm BID SET DATE 6-16-21 SCALE NTS DRAWN REF CHECKED DIN YPGM 020 SOMRS COVER & SHEET INDEX SHEET F-0.0 SHEET 1 OF 18 rn 00 iT V 1 v B C 17 E 1 1 2 1 3 1 4 1 5 1 6 1 7 SOCCER LAYOUT NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. ALL LINE WORK IS TO BE LAID OUT WITH A TOLERANCE OF 1/4 INCH. 2O. CONTRACTOR TO INSTALL 23—GRADE WHISKERS AT LOCATIONS INDICATED FOR LAYOUT AND PAINTING OF FIELD MARKINGS. 3. THE SOCCER GOAL AREA IS 18 FEET BY 60 FEET. REFER TO PLAN FOR LOCATION. 4. THE SOCCER PENALTY AREA IS 54 FEET BY 132 FEET. 5. THE PENALTY MARK IS A 2 FOOT LINE, 4 INCHES WIDE, 36 FEET FROM THE END LINE AND CENTERED ON THE GOAL THE RESTRAINING LINE FOR PENALTY KICK AN ARC 30 FEET FROM THIS MARK OUTSIDE OF THE PENALTY AREA. REFER TO PLAN FOR LOCATION. SOCCER LAYOUT PLAN NOT TO SCALE 1 NATURAL TURF F-2.1 PLAYFIELD (TYP.) FIELD MARKINGS WHISKER NOT TO SCALE 6. THE HALFWAY LINE FOR THE SOCCER FIELD IS A 4 INCH LINE WITH A CIRCLE, 30 FEET IN RADIUS IN THE CENTER OF THE FIELD. 7. THE CORNERS OF THE SOCCER FIELD SHALL HAVE A 3 FOOT RADIUS DESIGNATING THE CORNER KICK AREA. THE HASH MARK IS A 3 FOOT UNE, 4 INCHES WIDE. 33 FEET FROM THE SIDE LINE AND EXTENDS AWAY FROM THE FIELD OF PLAY. REVISION DATE Benton SCHOOL DISTRICT SIERRA HEIGHTS ELEMENTARY PLAYFIELD RENOVATIONS N rn N Q IN DA HOGPARN 1.1w se'wx wmhfi '%i .,.. A,h g,,mm 0 U) m (0 Y r-� N U BID SET DATE 6-16-21 SCALE NTS DRAWN REF CHECKED DLA COPVREW OID]0 DA. W] N ®ASMMM SOCCER LAYOUT PLAN SHEET DEVELOPMENT ENGINEERING F _ 3 • l msippo 07/30/2021 R-418918 SHEET 1 8 OF 18 1 2 00 iT V I HOME PLATE BEVELED EDGE I FRONT CORNER w OF HOME PLATE A F c 0 3 SET CONCRETE COLLAR TO RECEIVE CORNER OF PLATE FLUSH TO ADJACENT INFIELD SOIL 3• INFIELD SOIL 5� F-2.1 ° D° 17-1 2'~ D d CONCRETE 9.75' 4" MIN OR TO SU�GRADE BASE SAND D ,n MAINTAIN _ 1/4 OUND 295" WIDE - AROUND COMPACTED SUBGRADE HOME PLATE IN INFIELD MIX NOT TO SCALE 1ST BASE TO HAVE ANCHOR AT SAFETY BASE ONLY FOUL UNE ORANGE SAFETY FIRST BASE AT BASE SOFTBALL FIELD ONLY, LOCATE BASES I ADJACENT INTO FOUL TERRITORY NOTE: PROVIDE (1) UL ANCHOR TOP PLATE 2' RUBBER MALE POST PLUG WITH SOLID CAP 6' 6" FOR EACH - - - - INFIELD SOIL SLEEVE 2 -.. - F-2.1 - ,-.A - BASE SAND 4 FEMALE GROUND STAKE COMPACTED SUBGRADE BASE WITH ANCHOR NOT TO SCALE PITCHING RUBBER 6"SOx24" MAINTAIN 1/4" CLEAR — AROUND 312" 3" MIN,- . d j/q•�Q 1/4•.-D d A. D D d ° D d D E h �-1" PVC DRAIN PITCHING PLATE IN INFIELD MIX NOT TO SCALE SET CONCRETE COLLAR TO RECEIVE TOP OF PLATE FLUSH TO ADJACENT INFIELD SOIL 6 3/4' INFIELD SOIL 6" BASE SAND COMPACTED SUBGRADE HOME PLATE LAYOUT POINT 4 iRD RASE LAYOUT \ 60.00, 17.00' \ \ �. / \ CONCRETE OUTLINE HOME PLATE LAYOUT POINT BASE AND PLATE ANCHOR LAYOUT F_2.8 NOT TO SCALE 3/8" X 6" U CARRIAGE B (6) 2"X1o" BOA PRESSURE TREATED STAINED. INSTALL BOA BUTTED TOGETHER WITH INSTALL 1• PAD TO C STOP BOARDS. SECU ATTACH TO STOP BO INFIELD F-2.1 SOIL 3 7 v 15.00" 7.50m 60.00, 2ND BASE LAYOUT 3RD BASE LAYOUT / POINT POINT / BASE WITH 2ND BASE F-28 LAYOUT ANCHOR (NP) POINT 3' FOUL LINE (TYP.) 43.00' go - POST TUCK BACKSTOP FENCE FABRIC BETWEEN MIDDLE RAIL & STOP BOARD (2" MIN) CONCRETE PAVING F-2.1 12 FOOTING DEPTH __�.� Irk CURB NG CONCRETE F-2.fi III_ CONCRET III FOOTING E a MIN. _III III '—III—I 114 SOFTBALL BACKSTOP WITH STOPBOARDS NOT TO SCALE / 90 / / I / / 24.00" / �00 _ _ BASE WITH ANCHOR (TYR) PITCHERS PLATE 3" FOUL I / LINE (TYP.) / 60.00' VIST BASE LAYOUT POINT FENCING, BACKSTOP AND DUGOUTS NOT APPROVED UNDER THIS PERMIT. SEE APPROVED BUILDING PERMIT PIFAN AND DETAILS FOR INSTRUCTIONS DEVELOPMENT ENGINEERING O msippo 07/30/2021 R-418917 REVISION DATE �s enton SCHOOL DISTRICT SIERRA HEIGHTS ELEMENTARY PLAYFIELD RENOVATIONS ^Yn� T !r K6 IxIN1 Hw DA HOGAN IL Ist Avenue sm.w41N W p. 20s285. 0400 BID SET DATE 6-16-21 SCALE NTS DRAWN REF CHECKED DLA COPYRI MOID]I D.A. WGkN®ASMOAnS SITE DETAILS SHEET F-2s8 SHEET 17 OF 18 rn 00 iT l I 13 0 C III E 5' TRANSOMMED 12" CONCRETE OPENING CURB 7 F-2.1 0.50, /(TYP) 5 PLAYERS 8.00BENCH F-2.7 9.00' L 15.00' — FENCING WITH 6 GAUGE FABRIC 1 DUGOUT- PLAN VIEW F-2.7 NOT TO SCALE PRE -PAINTED 24 CA HR36 METAL ROOF PANELS ON 20 GA. GALVVNIZED CORRUGATED METAL DECK. SECURE METAL DECK TO FENCE RAILS WITH EPDM WASHERED GALVANIZED TEK3 SCREWS AT 6" OC 9 — 12 1F-27/� MIN 1.5 � TOP 9' FI 6 G ���111 12" 6" 2" CUR #4 REBAR 2 4" CONCRETE PAD 6 MEDIUM BROOM FINISH F-2 EXPANSION JOINT F-2.7 40.00, PLAYERS BENCH F-2.7 zm CONCRETE PAD] 2" SLOPE CL CONCRETE CURB-/ L F-2.1 CONCRETE FOOTING (FOR FOOTING DEPTH 3 AND DIAMETER SEE F-2.6 FENCING SCHEDULE) DUGOUT SECTION 15.00' DUGOUT SECTION 3 5' TRANSOMMED OPENING FENCING F-2.6 HOME PLATE 4' SINGLE SWING GATE 5 F-2.6 NO H-EACHABLE COVENANT REQUIRED FOR PAINTED GALVANIZED MATERIALS TO BE APPROVED PRIOR TO FINALIZATION OF THE CONSiRUCrION PERMIT. 4 —METAL ROOF EDGE r FENCING OR NETTING TOP RAIL SHALL EXTEND OVER GATE LOCATIONS 10' CHAIN LINK FENCE F-2.6 `TO BE 6 GAUGE / FINISH GRADE OF INFIELD TO BE FLUSH WITH DUGOUT SLAB AND CURBING INFIELD SOIL 6" 2 F-2.1 .� A4 REBAR Au, : 4 L 3-3/8" F.V. FENCE TOP RAIL FENCE FABRIC DRIPLINE OF FLASHING AND ROOFUNE SHALL BE FLUSH WITH PLANE OF FENCE FABRIC 3-3/8" F.V. 24 GAUGE ZINC-AUME CLEAT, PRE -FINISHED FENCE TOP RAIL FENCE POST 5 1 6 24 GAUGE ZINC-AUME FLASHING, PRE -FINISHED F.V. SET PANEL INTO SEALANT O FLASHING ROOF PANEL FENCE FABRIC 20 GAUGE BARE GALVANIZED CLIP (3) PER PANEL 18 GAUGE BN-36 DECKING PANEL 20 GAUGE BARE GALVANIZED FLAT STRAP EPDM WASHERED GALVANIZED TEK3 SCREWS 6" O.C. 24 GAUGE ZINC-AUME FLASHING, ROOF FROM MEW PRE -FINISHED "OLD TOWN GRAY" DRIPUNE OF FLASHING AND ROOFUNE SHALL BE FLUSH WITH PLANE OF FENCE FABRIC DUGOUT ROOF EDGE NOT TO SCALE 6" 24 GAUGE ZINC-ALUME FLASHING, PRE -FINISHED EDPM WASHERED GALVANIZED TEK3 SCREWS O 24" O.C. INTO Z-FURRING 24 GAUGE ZINC-ALUME Z-FURRING, PRE FINISHED, FENCE TOP RAIL INSTALLED BETWEEN PANEL RIBS 12 ROOF PANEL 11.5 20 GAUGE BARE FENCE CAP GALVANIZED CLIP (3) —I PER PANEL 1 3" 1" '_ 1-1/2" F.V. 7 REVISION DATE EPDM WASHERED GALVANIZED TEK3 SCREWS 6" O.C. /0000o FENCE POST e � n t o n SCHOOL DISTRICT CUT METAL ROOF TO ACCOMMODATE FENCE POST OR FENCE CAP 0" MIN. —1" MAX. ROOF PANEL EPDM WASHERED GALVANIZED TEK3 SCREWS 6" O.C. SIERRA HEIGHTS ELEMENTARY PLAYFIELD RENOVATIONS V ROOF PAN MEW O FENCE POST AA 1`000 GAUGE BARE GALVANIZED (3) PER PANEL N AAUGE BARE 0 ANIZED FLAT STRAP O I WASHERED ■--I ANIZED TEK3 SCREWS C c," D A H O G A N r, /11 1191:e Avenue wmwam .teW . 20n.285.0400 IL se"nxw w".nl,.Nm"MUM — 12" EPDM WASHERED 24 GAUGE ZINC—AUME GALVANIZED FLASHING, PRE —FINISHED 20 GAUGE BARE GALVANIZED CUP TEK3 SCREWS 6" O.C. 7 NOT TO SCALE I- W- 6" FENCING, BACKSTOP Z AND DUGOUTS NOT LL APPROVED UNDER THIS 5 PERMIT. SEE APPROVED BUILDING PERMIT PLAN [� CONC. SURFACE TO HAVE FINE BROOM FINISH AND DETAILS FOR INSTALLATION o BROOM FINISH TO BE IN DIRECTION OF RUN-OFF. INSTRUCTIONS. STEEL TROWEL EDGES W/ 1/2" RADIUS. FABRIC FABRIC CONCRETE PAD MEDIUM BOTTOM RAIL AV BROOM FINISH 12" A A, � r1l MIN A 'A A FINISH 16" A. _ GRADE SIDE 6 �3N4" 3/8" HARDBOARD A q 2" (TYP.) _ ,. O EXPANSION JOINT u A JI—' S=1% INFIELD SURFACE CENTERUNE OF , DUGOUT SLA 2.5";� $• �2.5" " �° •.O"_• .. 18" MIN 6x6x6/10 W.W.M #4 REBAR CONTINUOUS EXCEPT AT - SUBGRADE COMPACTED EXPANSION JOINTS 20'0" D.C. 3" 12" f DIAM. CONCRETE FOOTING 3 CONCRETE DUGOUT -EXPANSION JOINT 5 PLAYERS BENCH DETAIL F_2•7 NOT TO SCALE F-Z.7 NOT TO SCALE 0 Lo 0 Weeed U BID SET DATE 6-16-21 SCALE NTS DRAWN REF CHECKED DLA COPYRGM OID]I DA. WGkN ®ASMMnS SITE DETAILS SHEET F-2.7 R-418916 SHEET 1 6 OF 18 1 2 3 4 5 00 T 20.00' 5' SINGLE (] SWING GATE 30.00, (TYP.) I 30.00' Q BEGIN 20' HIGH BACKSTOP 25.00' HOME END OF 20' HIGH BACKSTOP Uj FENCING. FENCING. END 10, HT. CHAINLINK. PLATE BEGIN 10' CHAINUNK. A 40.00' TRANSOMED 40.00' 5' OPENING TRANSOMED / 5' OPENING BEGIN 10' HIGH DUGOUT DUGOUT FENCING \ 5' OPENING 30.00' TRANSOMED END 10' CHAINUNK. 30.00' S' OPENING TRANSOMED 0 F-2.8 - LIMIT OF 6 GAUGE FABRIC ELEVATION VIEW SOFTBALL BACKSTOP -WING FENCING F-2.6 NOT TO SCALE CAST DOMED CAP "EYE" TOP 1 \ SET 1.66" O.D. TOP SCREW & BOTTOM RAIL OA TERMINAL POST CAP G CHAIN LINK FENCE TOP FABRIC, FINISHED WIRE SIZE RAIL AND MESH AS SPECIFIED 1 1.66" MID -RAIL I "EYE" TOP CAP WHERE SPECIFIED 7G TENSION WIRE OB LINELINE POST OST CAP WHERE SPECIFIED SURFACE AND FINISH -- CCONCRETE VARIES KNUCKLED TOP & BOTTOM CURB©FABRIC SELVAGE FOOTING DEPTH AND DIAMETER (SEE SCHEDULE) '1-IIECONCRETE FOOTING EElI TAIL TIE I I EI I E ALWAYS .. IIEEE POST AGAINST D & IEI IEI IEI IEI LOCKED — EIEIEIE IE UNDER 4" 'Ell E IE IEI COMPACTED SUBGRADE IIEIIFaiF"�" OR UNDISTURBED SOIL @ FABRIC TIE E CHAINLINK FENCING ELEVATION & SECTION NOT TO SCALE 20' HIGH 10' HIGH FENCING TYPE BACKSTOP/ FENCING FENCING CORNER POST 6.6250 OD 4.000" OD TERMINAL POST 6.625" OD 4.0[1 OD LINE POST 6.625" OD 2.875" OD FOOTING DEPTH 8'-61 60" FOOTING DIAMETER 36" 12" TOP RAIL HT. 20' 10' INTERMEDIATE RAIL HTS. 5',10',15' 5' BOTTOM RAIL FIT 1" 1" TENSION WIRE HTS. 2' 2' 3 CHAIN LINK SCHEDULE F-2.6 NOT TO SCALE 020' HEIGHT CHAIN UNK FENCE; 2" MESH X6 GAUGE BELOW 10'. X9 GAUGE ABOVE 10'. TOP, BOTTOM. AND 5' INTERMEDIATE RAILS. INSTALL 2X10 STOPBOARDS 1" CLEAR FROM FINISH GRADE ®20' HEIGHT CHAIN LINK FENCE; 2" MESH X6 GAUGE BELOW 10', X9 GAUGE ABOVE 10', TOP, BOTTOM, AND 5' INTERMEDIATE RAILS. ® 10' HEIGHT CHAIN LINK FENCE; 2" MESH X6 GAUGE, TOP, MIDDLE, BOTTOM RAIL 9 GAUGE FABRIC 6 GAUGE FABRIC • Q2-3/8" O.D. LINE POSTS (OR AS SPECIFIED) 6 GA. ALUM. WIRE TIES 0 180 •/jaio Opp WIN 4,P MA �. �►.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�IA�.�.�.�.�.�.�.� III Tit.✓. �. .... �— ` ■■ IIPI!PIIPIIPIIPIIPIIPII II II II II II CIIKIIKIIKIIKIIKIIKIIk II �1�11= Ilrll. IA _ • • 1 1 . FENCING NOTES: 1. ALL FENCING FABRIC SHALL BE 2" MESH NO. 9 GAUGE FINISHED STEEL WIRES WITH BLACK VINYL COATING EXCEPT FOR DESIGNATED SECTIONS OF THE BACKSTOP FENCING WHICH SHALL INCLUDE NO. 6 GAUGE FINISHED STEEL WIRES WITH BLACK VINYL COATING. 2. ALL POSTS, RAILS, BRACES, POST TOPS, STRETCHER BARS, BANDS, ETC. SHALL BE PAINTED BLACK. 3. TENSION WIRES AND WIRE TIES SHALL INCLUDE A BLACK VINYL COATING. 4. MAXIMUM POST SPACING: 10' ON CENTER. 5. ALIGN POSTS SO THAT FENCE FABRIC IS INSTALLED IN A CONTINUOUS, STRAIGHT LINE, REGARDLESS OF FENCE POST DIAMETER 6. ALL POSTS SHALL BE ASTM A53, GRADE B, SCHEDULE 40 UNLESS NOTED OTHERWISE 6 1 7 FENCING, BACKSTOP AND DUGOUTS NOT APPROVED UNDER THIS PERMIT. SEE APPROVED BUILDING PERMIT PLAN AND DETAILS FOR INSTALLATION 10.00, INSTRUCTIONS. • ,. ,Usl \ .., 20.00' 10' CHAINUNK FENCE IN 12" CONCRETE CURB HOME PLATE (TYP) C ©10, HEIGHT CHAIN LINK FENCE; 2 MESH X6 GAUGE, TOP, MIDDLE, BOTTOM RAIL 0' 6 GAUGE FABRIC OMIT OF 6 GAUGE FABRIC 4 KICKBALL BACKSTOP 6 NOT TO SCALE SWINGING GATE 4" O.D. POST 6 TRUS FULCRUM ETYPE LATCH ROD CF STRETCHER BAR 1.661 CHAINUNK FENCE 2 F-2.6 LANDSCAPED 4" AREA CONCRETE FOOTING IIII (TYP) 3 F— �: / 5 \ SINGLE SWING GATE SUBGRADE F-2.6 NOT TO SCALE 3" MAX CHAIN LINK FENCE GATE POST E FRAME _OCKING ULCRUM ATCH 6 GATE LATCH F-2.6 NOT TO SCALE R-418915 REVISION DATE �s 0 enton SCHOOL DISTRICT SIERRA HEIGHTS ELEMENTARY PLAYFIELD RENOVATIONS N Q c DA HOGAN /� 1191:t Avenues N,Snte N W p. 2os.zas. 0400 ill s,,w,uw.nI BID SET DATE 6-16-21 SCALE NTS DRAWN REF/1CH CHECKED DLA CDPVRGM OID]I DA. H]WN ®ASSOWR5 FENCING DETAIL SHEET F-16 SHEET 15 OF 18 rn 00 T 1 V H 0 0 E 2 3 4 1 3 ~A PA^". Apb 9. 4 _ 9 PS I i\ _pp A4 AF6. pPb AAb y AA6 tPb AP(a p \ I -NP6 - pP6 J a2" IApePb' bREPLACE EXISTING aby p4b pp9 0 IRRIGATION CONTROLLER `P \\ .A P pb p b $D' 44 Y s'EtSw RANKLE LOCATED IN BOILER ROOM . pIM d4T.50 I\ I'4'pPbb APF'6 pA6 AAb�b4 a�Pp pp9"�4.1 LA60ER TIPE NONTHEXE\ e' PVc S 4A2 1b IE I\ b O 4 PVC F 442.T2 IE p9 �_ pf� P6 p9 99 406 k Ab 12 ppbh aEb 9- aS.IZ PP9 F F p9 hA ATER VAL \ RAMP L- - - N l� 69 0.b yy 6WIAIER�- 4^ ,� t� N/HANK RAIL$Ij VALVE pp9 AP !ppb +I A PP �bbb0 mb30 9Ap1 P ? Pv AP1a o 9 i a N'A9o.A0 IIE II Ppb I h P4'I: 44 ] • 4,41_ cPh tr 'a oWkEll�PPNb6P25i NA PP q V 449 ooSANIIAFY SEWER [LEAN CUT IRRIGATION CONTROLLER LOCATION SCALE 1" = 20' IRRIGATION CONTROLLER -CABINET NOT TO SCALE O1 IRRIGATION CONTROLLER 02 EXISTING POWER CONDUIT O3 CONDUIT FOR CONTROL WIRES ® FINISH GRADE 5. POSITION CONTROLLER SO THAT THE FRONT PANEL APPEARS SLIGHTLY ABOVE EYE LEVEL 3 7 REVISION DATE IRRIGATION CONTROLLER CONTROLLER STATIONS TERMINAL BLOCK 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 C �� 0 enton SCHOOL DISTRICT COMMON SIERRA HEIGHTS VALVE (IN PARALLEL) SOLENOIDS ELEMENTARY COMMON EXTEND 4 SPARE WIRES TO EACH (IN PARALLEL) #14 OF 24V VALVE GROUPING. LABEL EACH PLAYFIELD ENERGIZING WIRE CONTROL WIRE WITH CONTROLLER STATION DESIGNATION. RENOVATIONS IRRIGATION CONTROLLER SCHEMATIC NOT TO SCALE FLUSH WITH FINISH GRADE (TYP.) 17" FINISHED LOCKING 'TEE" COVER, BLACK, GRADE LABELED "IRRIGATION' APPROVED SIGNAL DECODER WATERTIGHT WIRE �1 �ISPLICES (TYP.) SCH. 80 PVC �1 �1 CARSON 1419-12 JUMBO BALL VALVE - VALVE BOX OR EQUAL N W/UNIONS O� N L6 u I 1 TO ZONE 1 SPRINKLERS 41 4 CONTROL WIRE CABLE SCH.40 MAINLINE (TYP.) AUTOMATIC CONTROL VALVE NOT TO SCALE NOTES: 1O AUTOMATIC SOLENOID VALVE O PRE -CAST CONCRETE BRICK UNDER EACH CORNER OF THE VALVE BOX 3a) 4 OZ/SY NON -WOVEN GEOTEXTILE ® 6" DEPTH 5/8" WASHED PEA GRAVEL Q5 36" LOOP, EACH WIRE RUN © 12" SCH. 80 PVC NIPPLE GROUND WIRE INCLUDED WITH EACH DECODER GROUND RODS TO BE INSTALLED AT: • THE CONTROLLER • THE DECODER CLOSEST TO EVERY 300-FT. OF WIRE RUN, AND • THE LAST DECODER OF EACH WIRE RUN m N Q r+ DA HOGAN /11 awm s Ist Avenue S.w�r, am W . 20b.285.0400 IL s..nxw w..nP.Nm��so4 �.,�.mno4..mm BID SET DATE 6-16-21 SCALE NTS DRAWN REF CHECKED DLA CDPVRGM OID]I DA. WGAN ®ASSOWRS IRRIGATION DETAILS SHEET DEVELOPMENT ENGINEERING F _2 • 5 msippo 07/30/2021 R-418914 SHEET 14 OF 18 rn 00 T 1 n 7 AI 2" DOUBLE CHECK VALVE ASSEMBLY C C E 2" BRASS. UNION 2" BRASS. NIPPLE 2" BRASS. ELL 2 BUSH TO 1/4" SHUTOFF COCK PRESSURE GAUGE: 2-1/2" DIA.. 0 - 150 PSI 2" PRESSURE REDUCTION VALVE WILKINS 500 HER OR � APPROVED EQUAL 3 PRECAST OR POURED CONC. CHAMBER W/HINGED LOCKING LID _ 1" TEE 2" BRASS. NIPPLE 2" BRASS. ELL BRASS. NIPPLE (VARIABLE) BRASS. NIPPLE 2" PPASS.� 2" BRASSY (VARIABLE) NIPPLE 12„ NIPPLE MIN 2" BRASS TEE 2" BRASS. ELL 2" BRASS UNION PVC MAIN PVC COUPLING �o • a o • a oo • a ,1.2'"� • a oo • a oo • a oo • a oo • a S X TH BUSHING AS REQUIRED o o' o o' o o' o o' o 2" BRASS. NIPPLE — — - — —I, =III- PEA GRAVEL -� KNOCK OUT BASE SECTION OF VAULT OR CORE DRILL NOTE: AS REQUIRED FOR DRAINAGE - BLOCK INLET AND OUTLET PIPES AND BASE OF CONCRETE VAULT TO PREVENT SETTLEMENT r1DOUBLE CHECK VALVE ASSEMBLY NOT TO SCALE FLUSH WITH FINISH GRADE FINISHED (ryP ) GRADE �\ CARSON 1419-12 JUMBO VALVE BOX OR EQUAL 1 1 MANUAL ANGLE VALVE NOT TO SCALE LOCKING 'TEE" COVER, BLACK. LABELED "IRRIGATION" 2" BRASS. ELL — 2" BRASS. NIPPLE PVC COUPUNG OR BRASS. COUPLING W/ PVC MALE ADAPTER S X TH PVC BUSHING NOTES: 18" Q MANUAL ANGLE VALVE MAX MIN. w 02 4 OZ/SY NON -WOVEN GEOTEXTILE 1 0 6" DEPTH 5/8" WASHED PEA GRAVEL a 5 ® PVC ELL ® 2" SCH. 80 PVC PIPE I PRE -CAST CONCRETE BRICK UNDER EACH _ 1 CORNER OF THE VALVE BOX 4 03 TOP OF SPRINKLER HEAD TO BE SET FLUSH WITH FINISH GRADE IN SODDED AREAS SAND BASED SPRINKLER HEAD 1 NATURAL TURF FIELD RISER ASSEMBLY TO 9F-2.1 (TYP.) / MATCH SPRINKLER HEAD NSUBGRADE SUBGRADE PRE -MANUFACTURED TRIPLE TOP SWING JOINT WITH RUBBER O-RING SEALED THREADS i TOP OF SPRINKLER HEAD TO BE SET 1" BELOW FINISH GRADE IN INFIELD SOIL INFIELD SOIL F-2.1 PVC TEE OR ELL W/ PVC LATERAL PIPE / L PVC TEE OR ELL W/ BUSHING AS REQUIRED BUSHING AS REQUIRED AT NATURAL TURF AT INFIELD SOIL ELEVATION ELEVATION ROTOR RISER ASSEMBLY NOT TO SCALE FLUSH WITH FINISH GRADE LANDSCAPE � (TYP-) 121 SCH. 80 PVC T BALL VALVE T W/UNIONS I o 1" SCH 40 STREEf / ELL LOCKING "TEE" COVER, BLACK, LABELED "IRRIGATION" 4:1n 1- FEMALE ACME x MIPT 1" FEMALE ACME x MALE ACME 90 PVC MAINLINE #31" MIPT x MALE ACME INLET QUICK COUPLING VALVE & BOXES NOT TO SCALE U 6-3/4" INFIELD MIX 6" BASE SAND 7 PRE -MANUFACTURED TRIPLE TOP SWING JOINT WITH RUBBER O-RING SEALED THREADS PVC TEE OR ELL W/ BUSHING AS REQUIRED PVC LATERAL PIPE PLAN NOTES: 01 BRASS QUICK COUPLING VALVE (2) RUBBER CAP ® GALVANIZED NIPPLE ® #5 REBAR 36" DEPTH SQ STAINLESS STEEL BAND WORM DRIVE CLAMP © PLASTIC VALVE BOX, MIN. 12"0 O7 MIN. 6" DEPTH 5/8" WASHED PEA GRAVEL (g) PRE -CAST CONCRETE BRICK UNDER EACH CORNER OF THE VALVE BOX 09 4 OZ/SY NON -WOVEN GEOTEXTILE REVISION DATE s n rnje:� nto SCHOOL DISTRICT SIERRA HEIGHTS ELEMENTARY PLAYFIELD RENOVATIONS h 0) cq 4 NDA HOGAN L^J• aY I:t Avenue 5eum.w4110 W p. 20s285. 0400 W 5"W,uwmhfi '%m BID SET DATE 6-16-21 SCALE NTS DRAWN REF/ICH CHECKED DUN COPVREW OID]I DA. WGAN®ASMOARS IRRIGATION DETAILS SHEET DEVELOPMENT ENGINEERING O F-2 e4 msippo 07/30/2021 R-418913 SHEET 13 OF 18 rn 00 T qIT n J• 2 MIN. 12" WIDE TRENCH (OR AS REQUIRED TO ALLOW ADEQUATE COMPACTION OF BACKFlLL) FINISH GRADE 0 6° TYP 24" MIN. 0 SOD TOPSOIL DETECT -A -TAPE (BLUE) 6"ABOVE PIPE. 3 NEW PAVEMENT OR EXISTING PAVEMENT PATCH PER SPR STD. PLANS & SPECS (TYP.)-----,, FINISH GRADE 1TYP =' J CLEAN, COMPACTED, SUITABLE 12" MIN. COVER NATIVE BACKFlLL. I SCH 40 PVC MAIN LINE. BUNDLE CONTROLLER WIRES UNDER MAIN LINE ON OPPOSITE SIDE FROM SWING JOINTS (WHEN LATERAL & MAIN SHARE THE SAME IT TRENCH). NOTE: TAPE WIRES PER SPEC, BUT DO NOT TAPE BUNDLED WIRES TO MAIN LINE. MAIN LINE TRENCH 6" NP L 12" MIN. COVER SURFACE ABOVE 4" MIN. 4" MIN. IRRIGATION SLEEVE TRENCHING UNDER PATHWAY OR SIDEWALK EXISTING NT (THICKNESS TYP.) DETECT -A -TAPE (BLUE & RED) SHALL BE 6" BELOW TOP OF TRENCH GRADE OVER EACH PIPE OR CONDUIT (TYP.) ALL BACKFlLL SHALL BE MINERAL AGGREGATE TYPE 2 (14" MINUS CR) SCH.40 PVC SLEEVE WITH MAIN OR LATERAL LINES Sc CONTROL WIRES IN SEPARATE CONDUIT &/OR SLEEVE (TYP.) NOTES- 1. SLEEVE ID SIZE SHALL BE AT LEAST 2 TIMES GREATER THAN OD SIZE OF THE PIPE. 2. WIRES SHALL BE IN SEPERATE CONDUIT SLEEVE EXCEPT UNDER ROADS WITH HEAVY VEHICLE TRAFFIC. 3. SLEEVES SHALL BE REQUIRED UNDER ALL PAVED AREAS & WALL OR FOOTING PENETRATIONS. 4 FINISH 03 I: h+ + k{. TO ZONE '. SPRINKLERS NOTES: .� 1Q AUTOMATIC SOLENOID VALVE WATERTIGHT WIRE O2 36" LOOP, EACH WIRE RUN SPUCES (TYP.) 3 ADD DECODERS IF TWO WIRE APPROVED SIGNAL i . DECODER 'v V V V V V VVv VVV �vVVVVVVVVVv � 7, V V V V V V V V V V V V V 12" CRUSHED III —III, III—j1'- 71 SURFACING TOP COURSE CONTROL WIRE CABLE SCH.40 MAINLINE (TYP.) SECTION B — B THROUGH VAULT HINGED CORRUGATED NON-INFlLLED SYNTHETIC TURF. LOCKING COVER WITH ADHERE TURF TO COVER SET TO ADJUSTABLE FRAME FINISH GRADE +'+, DETECT -A -TAPE (BLUE & RED) SHALL BE + + 6" BELOW TOP OF TRENCH GRADE OVER EACH PIPE OR CONDUIT (TYP.) SELECT NATIVE BACKFlLL SCH.40 PVC SLEEVE WITH MAIN OR LATERAL LINES & CONTROL WIRES IN SEPARATE CONDOR &/OR SLEEVE (TYP.) NOTES- 1 . SLEEVE ID SIZE SHALL BE AT LEAST 2 TIMES GREATER THAN OD SIZE OF THE PIPE. 2. WIRES SHALL BE IN SEPARATE CONDUIT SLEEVE. 3. SLEEVES SHALL BE REQUIRED UNDER ALL PAVED AREAS, CURBS, AND SYNTHETIC TURF, AND WHERE SPECIFICALLY SHOWN. 4. ALLOW FOR FLANGE SIZE ON ALL SLEEVES CARRYING HOPE PIPE. 1 TRENCHING FOR MAINLINE & LATERAL PIPE F j3 NOT TO SCALE SCH BO LOCKING "TEE" COVER, BLACK, NOTES. SCH 80 D LABELED "IRRIGATION" 1Q BRASS BALL VALVE, THREADED FINISHED INLET/OUTLET, SIZED PER THE DRAWINGS GRADE 12" OR ASSOCIATED INLET -SIDE PIPE 2" SCH I 02 BRASS UNION SLIP PREFOR T=1TI=111= 03 BRASS NIPPLE SCH TOE NIF E SCH. 80 PVC T i CARSON 1419-12 JUMBO (a) SCHEDULE SO- PVC BUSHING, SaT REL BALL VALVE -_1 BRASS VALVE BOX OR EQUAL© CON1 N W/UNIONS OS MIN. 12" HORIZONTAL & VERTICAL OFFSET Vj FROM MAINLINE m 2" MIN. 2 i 2 SCH. 40 © PLASTIC VALVE BOX, MIN. 12"0 / PVC OUT 7 O MIN. 6" DEPTH 5/8" WASHED PEA GRAVEL PREFORMED SCH 80 PRE -CAST CONCRETE BRICK UNDER EACH TOE NIPPLE 8 1= CORNER OF THE VALVE BOX 2" SCH 80 PVC �_ _®__ 5 09 4 OZ/SY NON -WOVEN GEOTEXTILE SLIP UNION 2" SCH BO PVC NIPPLE E a ___- SCHAD PVC TEE, FITTINGS �& ADAPTERS (AS REQUIRED)—''' .O PVC MAINLINE (TYP.) 9 BALL VALVE IN LANDSCAPE NOT TO SCALE 10" O c O O O O GROUT ALL PENETRATIONS 4" PERFORATED CPEP 12° CRUSHED SURFACING TOP COURSE i. V V V V V V V v V V V V V V V V CONNECT TO + V V V V V V V V V V V V 4 V V V V V V V SUBSURFACE V V V V V V V V V V V V VV V V V V V V V V V VV DRAINAGE SYSTEM Gov ov ov ov ov ov ov ov ov ov ov ov ov ov ov IIIIIIIIIIIIIIIIIIIIIIIIIIII 111-IIhIIL��IIIIII„III, �,IIllill�l1111111111=III III„IIII CCI"TUIKI A — A TLJDnI lCU VAI II T REMOTE CONTROL VALVE MANIFOLD NOT TO SCALE 7 +VAULT, 57.5" X 22" X 22.5" +DEEP INSIDE DIMENSION; y.OLD CASTLE UTILITY VAULT .38-TA OR EQUAL III PLAN ;CH Z ELBOW 40 DEVELOPMENT ENGINEERING msippo 07/30/2021 01 R-418912 REVISION DATE �s 0 enton SCHOOL DISTRICT SIERRA HEIGHTS ELEMENTARY PLAYFIELD RENOVATIONS N 0) N 4 !r ' DA HOGAN HY Ist Avenue swm.w41N " p. 2os2as. 0400 IL 5,,W,uw..ni�,%% BID SET DATE 6-16-21 SCALE NTS DRAWN REF CHECKED DUA COPVREW OID]I DA. WGAN®ASMOARS IRRIGATION DETAILS SHEET F-2e3 SHEET 1 2 OF 18 rn 00 T 1 n 7 0 c 0 E 2 LINER ON SIDE AND III IIIIII— o� ,00� e000 e000 eooa e000 eoo �e e —III —III o0 00 a o0 a o0 e o0 O o0 O o0 e Oe , -I�IIIIII O. 000. eoo. oo. 000. o A . 4 "0 0 III o'O o<D 10 O o0O. OO. OO. O' O� Oo. 00.4 n Oe n Oe n Oe n e n Op 00 00 00 00 O.O o,O ee'O.o .o e .o e .o o .o 0 o , C48.00"2.00" o 000000000000 CLEAN WASHED PEA GRAVEL NORTH SIDE OF FIELD CLEAN WASHED PEA GRAVEL O o o O° o O o" 2.00' '•O% ^ O. EAST AND WEST SIDE OF FIELD FRENCH DRAIN NOT TO SCALE 3 SAND BASED , NATURAL TURF 6" ROOT ZONE 6" BASE SAND APPLY PERFORATION TO TOP HALF OF TUBING ONLY 8" PERFORATED DRAINAGE TUBING, FLAT I.E. 441.50 SAND BASED NATURAL TURF F-2.1 SEE GRADING PLAN 6" ROOT ZONE 6" BASE SAND APPLY PERFORATION TO TOP HALF OF TUBING ONLY Be PERFORATED DRAINAGE TUBING, 0.60% SLOPE LE ELEVATIONS VARIES SEE DRAINAGE PLAN PROVIDE APPROVED IMPERMEABLE LINER ONW DONSTREAM SIDE AND BOTTOM OF TRENCH 4 3 SURFACE VARIES LOCKING CAST IRON FRAME & GRATE SLOPE TO DRAIN (,B• X 24") ADJUSTMENT i RISER(S) AS REQUIRED 4" MIN. 26" GROUT ALL PIPE a. GROUT WATERTIGHT ON BOTH SIDES OF CATCH BASIN C(SE PLAN COLLECTOR PIPE (SEE OFORAGE NVERTS) ,6• MIN p' ° 1 PRECAST CONCRETE C.B.I. - qa INTERNAL DIMENSIONS= 26"L X 22"W X 40"D _III 6" GRAVEL IIIIIII 40404040404040404 See me zz 0404040404040404 NOTE. FOR INVERT ELEVATIONS III. - 34'• SEE DRAINAGE SHEET TYPE 1 CATCH BASIN NOT TO SCALE SITE SPECIFIC DATA PRLMECT NUMBER 7BD PROTECT NAME SWrm LAephts EbmentarySuwd PRAT LOC4WN Renton, wa STRUCTURE /D w61BY OuMhy VAuR 7REA/LIENT REOUIREO WLUME 84SED (Cr) FLOW WED (CFS) NIA 0,042 PUN BYPASS REOU/RED (OM - IF APPLMA&E TBD PIPE DATA AE U47FRAL OMMM INLET PIPE 1 441./5 CPEP B' INLfr P/Pf 2 N/A NIA N/A OUTLET PPE 433.66 DPEP r PRETRFATMENT SIOTILTMDON DISCHARGE RIM alw7/ON 444.51 SURFACE LOAD PEDESTRIAN FRAME R GOFER 24"K 424 UNDERGROUND NIA 'PRELIMINARYNOT FOR CONSTRUC77ON INSTALLATION NOTES I. CONOWOTOR TD PROWDE ALL LABOR, EDUIP/AW,, MA7fRLN.S AND INCIDENTALS REQUIRED TO OF%LCND AND INSTALL 7HE SYSTEM AND APPURT&WES IN ACCORAWY WITH THIS DRAWING AND THE MANUFACTURERS SPFUR4ADONS UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT. 2- UNIT MUST BE INSTALLED ON LM BASE ARNUFACTURER RECOMMENDS A MINIMUM 6°LEVEL ROCK BASE UNLESS SPECIREO BY THE PROECT ENGINEER, CONTRACTOR IS RESPONSIBLE TO UER/N PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXI£RNAL CONNECTING APES. ALL PIPES MUST 6E FLUSH WITH INSIOf 5[ARFACE OF WI7N OUT PROPER ACTNAWN BY A NO CLEAN REPRESENTATNE. GENERAL NOTES f. UOUFACTURER TO PRO14DE ALL MAIERkS UNLESS OTHERWISE A07M E. ALL DIM£NSMNS; EL£VAnI SPE0IF0nON5 AND CAPACITIES ARE SURIFOr TO GRANGE. fOR PRDIECr WICIRC DRAWINGS DETAILING EXACT DIMENSIONS NVONT5 AND ACCESSORIES PLEASE CONTACT BIO CLEAN, WATER QUALITY VAULT NOT TO SCALE IRII.7 vf0174TON LNPF END WSW RE6NT END VEEw DEVELOPMENT ENGINEERING _ TDsippo 07/30/2021 R-41891 1 REVISION DATE �Eo s nton en SCHOOL DISTRICT SIERRA HEIGHTS ELEMENTARY PLAYFIELD RENOVATIONS 1 I nV I i s-. DA HOGAN 119 1st Avenue Seuth,Site= P. 20b.285. 0400 5"W,uwmhf gbn93101 wwJaM1oganmm BID SET DATE 6-16-21 SCALE NTS DRAWN REF/1CH CHECKED LIA COPYRGM OID]I D.A. WCAN ®ASMOAR5 DRAINAGE DETAILS SHEET F-2e2 SHEET 1 1 OF 18 rn 00 T 1 2 3 4 3 i 2' 3/8' EXPANSION EXPANSION JOINT JOINT WITH /2•• SEALANT POLYURETHANE d EXPANSION JOINT JOINT SEALANT 3/4" SAND —BASED I °a - FINISH NATURAL TURF SOD \ GRADEIn _ VVVVVVV FINISH d A +.. + + + + s.4 + +'.-+`'+ +• g :f -> +.+'.l 1't + + o--'. '+ +-.+'+ +..'a' GRADE \ ° '° 4" BAND WITH SMOOTH FINISH ppppppppppppppppp` '+ i CENTERED ON + + + :+ + « + += + + + +'• + + + + + + + + + + +- } +-.: 6" ROOT ZONE p p p p p p p p p p p p p p p p p p � ,.:-,, ,w "-_ EXPANSION JOINT ., ._ .:; ... - V p p p p p p p p p p p V p p p V` 6" BASE SAND 0 C 0 E 6-3/4" INFIELD SOIL 6" BASE SAND 4" SALVAGED TOP SOIL 4" PREPARED SUBGRRDE UNDISTURBED SITE SOIL COMPACTED SUBGRADE 12' O.C. TWO DIRECTIONS SAND BASED NATURAL TURF FIELD SECTION NOT TO SCALE 6-3/4" INFIELD MIX Sm BASE SAND —III 6.00" 9.004� SUBGRADE FURROW WITH 4G8 PEA GRAVEL, SUBGRADE COMPACTED 12' O.C. TWO DIRECTIONS TO 95% MIN. INFIELD SOILSECTION NOT TO SCALE INFIELD FINISHED SURFACE ADJACENT SURFACES SHALL MEET AND MATCH FLUSH INFIELD -NATURAL TURF TRANSITION NOT TO SCALE SITE RESTORATION SOIL BASED NOT TO SCALE NATURAL TURF SOD F .. +f+# F i•+ +-I PROVIDE TEMPORARY FORM FOR INFIELD MIX INSTALLATION TO PROVIDE A FLUSH TRANSITION AND UNIFORM EDGE SODDED LANDSCAPE RESTORATION -ROOT ZONE; THOROUGHLY ROTOTILL 4" SALVAGED TOPSOIL INTO PREPARED SUBGRADE TO DEPTH OF 8". REMOVE ROCKS. SITE SOIL 6" ROOTZONE. BASE SAND DEVELOPMENT ENGINEERING O msippo 07/30/2021 NOTE: EXPANSION JOINT TO BE INSTALLED AT ALL INTERFACE BETWEEN CONCRETE PAVING AND VERTICAL WALL OR EXISTING CONCRETE PAVING 6 N CONCRETE PAVING El I111. SUBGRADE COMPACTED - TO 95% MIN. A: CONCRETE PAVING AT EXPANSION JOINT HAND —TOOLED WEAKENED PLANE JOINT, DEPTH EQUAL 25% OF THE SLAB THICKNESS 7 4" CONCRETE PAVING LIGHT BROOM FINISH 6X6-6 GAUGE WELDED WIRE MESH 4" CRUSHED SURFACING TOP COURSE 4' CONCRETE PAVING LIGHT BROOM FINISH IX6-6 GAUGE WELDED WIRE MESH 4" CRUSHED SURFACING TOP COURSE I — v POST. CONCRETE PAVING JOINTS TO ALIGN WITH IE OF FENCE POSTS WHERE INCLUDED. 0.5" 45' - 12" TOOLED CHAMFER WISH EDGE ?ADE - 2.5" CUR N a n © lr ' �° ° ° ¢ _j #4 REBAR CONTINUOUS ° E N 4 - ©PLAN VIEW °MIN. 3" ° - 12' - eFER ° 0.5' 45' CHAMFER °'' 0 MIN. 3" ° 4.. a 4 #4 REBAR 3/8" IMPREGNATED - CONTINUOUS FIBER BOARD 0 ALL LOCATIONS, FULL DEPTH 0 FENCE POST FENCING. BACKSTOP AND DUGOUTS NOT QA SECTION LOCATE (2) CONTINUOUS LOCATIONS 4 BAR WITHIN THE APPROVED UNDER THIS BOTTOM 30% OF THE © ELEVATION PERMIT. SEE APPROVED BUILDING PERMIT PLAN AND DETAILS FOR CURB MASS PROVIDE ADEQUATE COVER wsrALunoN 0.5" 45' CHAMFER INSTRUCTIONS. CHAINLINK 12" FENCE 2.5" CLR TOOLED ° FINISH EDGE (RADE ° #4 REBAR . P ° LOCATE (2) CONTINUOUS CONTINUOUS /4 BAR Q PLAN VIEW N - ° WITHIN THE BOTTOM ° 30% OF THE CURB MASS PROVIDE FENCE POST n ADEQUATE COVER 0.5" 45' CHAMFER OE A p' p O r p 4 12- CONTINUOUS CONC. MIN. 3 o - °p FENCE POST FOOTING #4 REBAR 3/8" IMPREGNATED FIBER - ^ - CONTINUOUS BOARD 0 ALL LOCATIONS, }`E OD SECTION FULL DEPTH ®FENCE POST LOCATIONS AT FENCE POSTS ELEVATION CONCRETE CURB & EXPANSION JOINT NOT TO SCALE R-418910 REVISION DATE �s nton en SCHOOL DISTRICT SIERRA HEIGHTS ELEMENTARY PLAYFIELD RENOVATIONS N 4 01 DAHOGANa ,19Ist Avenue PB BID SET DATE 6-16-21 SCALE NTS DRAWN REF CHECKED DLA COPVRGW OID]I DA. WGkN®ASM0AnS TYPICAL SECTIONS SHEET F-2"1 SHEET 10 OF 18 rn 00 T C) 1 n 7 2 3 4 j 6CYCLONE FENCE OLLARDs ��------------------� / ZONE 13 \ I/-------------------------------------------------------------------------------------------- \ Ii ----- ---- ---- _T-Yf1r------------------------------ILL- \\\ RM DRAIN. --- - ---- ---- - I I B.0 .D- 9.D -8,0 9. _ IA�GA4 - - -------------- _ . OF SE n _ DI � 1-1 SD SO SO 1 =�2' 1-1 2" CATCOOBASI1 AIMPVC E a 2 BE 1-I 2 n I 45.00' 2" 2" ZONES ¢ --------------- _ -- ------ - ----- --- ---- ----- s.o------- 9.0 9.0 s.o s.o duo 1 I I I I 1 9.0 1 \----%----/ I/ ------ -- ----------- I I 1 I 1 PIPE TRENCH NO I 2_ IN 1 > ix. SMS-2 1 of Cl SOIL MOISTURE 5 P3 B I h / qq5 SENSOR I0 / 1-1 2" I I° OI 1- 2" 2" ZONE N�0P5 1 N--- --- -- ------I 1 - a5.0 0' /-s -- -- -- --s.o 90 s.o s. IN I z II s.o Nbi1zlo _ --_-------_-1 45.00' �Nj1 2" 4s.00 (TYP•)4 2 e 2 1/2" 1 A SITE ENCHM K pA _3 E�STS G.'RTH L� 939075 L MO TORE 2 SO ELEVA ION: 45. ET _ -----_ ZO 6 -_-__- 2. r 9.0 T' 9.0 9.0 .o - I 9.0 1-1 2" I ,-1/2'• 2" 2 2 1_1 2• 2 L ROTOR RISER 3 1z 2-1/2- 3 I ItD, ASSEMBLY F 2.4 � / O L % 1-1/2" 2" w ZONE4 1 1 2" 1""IM 9asiry 1 3" MAINLINE ------------------------------ ------ PVC ME4443. ocv-z4QUICK COUPLING� / F-2.4 VALVE m 1 \\�� �; 13 I1 / / / \ \ �ONF \ o 44 45.00' (TYP.) Vi RE OTE CONTROIF 1 / / l` ^52.18• \ •� \ e I tx•9 VALV IN INDNIDUAL / 1 .o / / \ x, \\ 1-1/2" \ 1_1/2" 1 1 VALVE BOX II \\\ 2 2 ZONES -- ---------- ----- --- s.o 9.0 - F-2.5 13 1 11 / \\ :` ( w 9.o1- 2" 9.3 3" MAINLINE 1 SMS-1 •o \ I 1 SOIL MOISTURE ROTOR RISER 3 1 SENSOR ASSEMBLY F_2.4 112 O 9 I / II 2-1/2` 1 m 1 0 1 I ZONE2 /-12.0 1za�----------1z.o --------Iz.o \ 2-1/2" m I. 9S I \11s 11 / 1-1// 45.56' TYP. 6.� I "+ 1I \\ / I 1-1/2" 2" ZONE I 7-1 /9• / -- _ --- -- f� --- _ _ - - F 9.o a.o s.o _ s.D ����DOUBLE CHECK VALVEF- .] h \ -:AL oI \\ �--- ZONE 13 \ / I 121116 9 8 7 6 5 4, �. BV-4 ------ -- - -- - - 2.3 BALL VALVE 3" MAINLINE -- -- OCV-1 BV 3 QUICK COUPLING BALL VALVE VALVE _ 4 REMOTE CON oq2�F-2.4 VALVE MANIF A�4'f \ 12 n50/ z• s.z 11 z �� / rT--------- ry� 1 PORTABLE z^53.7 z"31.s IRRIGATION MAINLINE. E N7Ha00NNECT NEW 3" ' IRRIGON MAINLINE FIELD LOCATE EXISTING IRRIGATION CONTROL WIRES. UTILIZE EXISTING IRRIGATION 1 i CONTROL WIRES FOR NEW 2,. 6 _� TWO -WIRE COMMUNICATION PATH AND MOISTURE SENSORS. LIGHT STANOA REVISION DATE IRRIGATION NOTES 1. COORDINATE QUICK COUPLING VALVE LOCATIONS TO CORRESPOND TO THE EDGE OF THE FIELD- 2. THE CONTRACTOR SHALL LOCATE EXISTING ELECTRICAL AND COMMUNICATION CONDUCTORS IN THE FIELD AND VERIFY TO DEPTH WITH THE ENGINEER PRIOR TO TRENCHING FOR THE DRAINAGE AND WATER SYSTEMS- 3. COORDINATE IRRIGATION PIPING TO AVOID UNDERGROUND UTILITIES. MarvHOLE 4. SPRINKLER HEADS IN THE NATURAL TURF AREAS SHALL BE SET FLUSH e n t o n WITH FINISH GRADE. NO SETTLEMENT AROUND THE SPRINKLER HEADS SHALL BE TOLERATED. 's SCHOOL DISTRICT .5. ROTARY SPRINKLER HEADS TO BE LOCATED 6 INCHES MAXIMUM AND 3 - SO INCHES MINIMUM FROM THE EDGE OF PAVING CONCRETE, ASPHALT OR RVRBER MAT CURBING) IN THE NATURAL TURF. 6. ALL IRRIGATION MAINLINES, LATERAL LINES, ELECTRICAL AND VALVE CONTRj� SD Pv SHALLOBE WI LLEEVED.RES OSSING SLEEVESDER SHALL BEAPLACED AND UNDERASPHALT DRIVEWAYS ALL DRIVEWAYS, PAVED AREAS. WALKS AISLES, ETC WHERE IRRIGATION SIERRA HEIGHTS ! LAre ouq LATERAL. MAINLINE AND CONTROL WIRES CROSS. SLEEVES SHALL BE I E9uTPRENS. - PVC SCH 40. BURY MINIMUM 24• DEEP. MINIMUM DISTANCE PAST ELEMENTARY EDGE OF PAVED SURFACE SHALL BE 24•. WATER AND WIRE SHALL .I NOT BE PLACED IN THE SAME SLEEVE. SLEEVES SHALL BE TWICE THE p LAY F I E LD DIAMETER OF THE PIPE BEING SLEEVED. WIRE SLEEVES TO BE 2'. SLEEVES ARE REQUIRED, WHETHER OR NOT INDICATED IN PLAN. I FIELD LOCATE THE EXISTING IRRIGATION CONTROL WIRES. USE THE RENOVATIONS EXISTING CONTROL WIRES FOR THE NEW TWO -WIRE COMMUNICATION PATH TO THE NEW IRRIGATION VALVES AND SOIL MOISTURE SENSORS. " 8. ALL IRRIGATION REMOTE CONTROL VALVES SHALL BE 2" UNLESS OTHERWISE NOTED. I -- 9. POP UP RISER HEIGHT IN SEEDED /TURF AREAS TO BE 4". I a I - -10. IRRIGATION SYSTEM LAYOUT: DUE TO THE SCALE OF THE DRAWINGS, a THE CONTRACTOR SHALL BE AWARE THAT MINOR ADJUSTMENTS TO THE IRRIGATION SYSTEM MAY BE NECESSARY TO PROVIDE PROPER 5 ETAIL F- ,5 COVERAGE. THESE ADJUSTMENTS COULD INCLUDE NOZZLE CHANGES 1 OCAT AND/OR ADDITION OR DELETION OF INDIVIDUAL HEADS TO COMPENSATE N W IRRIGATIO - FOR CHANGES MADE ON THE SITE. THE CONTRACTOR SHALL LOCATE O C INT OLLER - ALL VALVES, LATERAL LINE AND MAINLINE IN PLANTING AREAS. O FURTHERMORE THE IRRIGATION DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN Q -- CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS �. - WHEREVER POSSIBLE. THE CONTRACTOR SHALL LOCATE ALL VALVES IN DA H O G A N SHRUB, GROUNDCOVER OR TURF AREAS. IN A1. THE IRRIGATION SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING LL sus::, n.."uaWm.wteam r,, zon zas.0000 PRESSURE OF 60 PSI AND MAXIMUM FLOW DEMAND OF GPM. THE C �•. CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. 7C4l"xTc 71 p: L6@Na47E I (INDICATES GENERAL CONSTRUCTION NOTE) VALV 3O. (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) IRRIGATION LEGEND 2" DOUBLE CHECK VALVE ASSEMBLY FESCO LF850 1" QUICK COUPLER VALVE AND BOX TORO 100-SLVLC BALL VALVE IN INDIVIDUAL BOX APOLLO WATTS OR EQUAL O t NEW AUTOMATIC CONTROLLER TORO SENTINEL THRUST BLOCK cQ •••- CONNECT TO EXISTING O NORTH REMOTE CONTROL VALVE IN TORO 220 n `f CONCRETE VALVE VAULT VeeeQ REMOTE CONTROL VALVE IN TORO 220 N INDIVIDUAL BOX 0 20' 40' TORO TPS-SS & U SCALE: I"- 2V MOISTURE SENSOR TPS-RX •- SCH 40 PVC IRRIGATION MAIN LINE 3" BID SET - SCH 40 PVC PIPE (LATERAL) 1-1/2" UNLESS DATE 6-16-21 OTHERWISE NOTED IRRIGATION SLEEVE SCALE 1"=20' 24 VOLT ENERGIZER WIRE. #14 UF, e _ SEPARATE WIRES PLUS COMMON TO CONNECT IRRIGATION REMOTE CONTROL DRAWN RUE VALVES TO CONTROLLER 3604 ROTARY POP UP SPRINKLER TORO T7 CHECKED DUN ADJUSTABLE ROTARY POP UP SPRINKLER TORO T7 COPVRax,Omu DA.WGAN®ASMOATEs ADJUSTABLE ROTARY POP UP SPRINKLER TORO T7 NOZZI ES- 6.0 50 PSI, 48' RADIUS. 5.7 GPM 9.0 50 PSI, 50' RADIUS, 8.3 GPM IRRIGATION PLAN 12.0 50 PSI, 51' RADIUS. 11.6 GPM ADJUSTABLE ROTARY POP UP SPRINKLER 1.5 45 PSI, 35' RADIUS, 1.59 GPM TORO T5 LAMP VALVE STATION PAILS M PA 2' 40 VALVE GALLONS VALVE SIZE PER MINUTE (GPM) DEVELOPMENT ENGINEERING msippo 07/30/2021 R-418909 SHEET F-1.4 SHEET 9 OF 18 rn 00 T 1 C) I AI 0 All p ANA , Ap29 - � 6CYCLONE FENCE pApA3 NZ OLLARDS �_ 1 iAP2 3 3 A CB-4b°- ------ TYPE 1 CATCH BASIN 34Ap3 RIM 445.48 IE (S) 442.85 IE (E) 441.50 Np3 h I F-2 22 AA,i 0 y I Ap3' AP3 I AAA 9 i �P 30 II 4 pp3 0 p39 1 • pA A I I B I 1 I Hz I \ pAA 2 PAR •ApA I PA I 1 \ I I I I I z I t PAA I I of pA S AAA •i 4 I IA A ANNI I I 1 1 I I 1 I pP ) N A p I I p 2 I Ib 1 PApAA p I •A' I 1 1 • 3 I I 1 PAA ; 1 A?� pP h I 1 h 1 C { N 3 IpA AA\ pP 4O• 'pAP9 In I 9A} v I Iph' 1 PPp 6 1J/A p� pA'A p AA 91 to A I 1 9 pPA / m 1 p 61 e ' ppAb p IAp ... h L pAA pph? I / I _IT Apyo I 1. I I I �1 0 AAA 6 I q - NA, pA 9 . P Aph' 1 D A9 /I 1 .ppe A E 1' 2 3 4 03 WATER QUALITY VAULT RIM 444.51 p3.'` Ap2;T-Ib pp2� NP2'i nA2? pP2'P 5p p�2Ah'pb PP2b pp2y pP2' pP26 pA2'A pA'' 3 IE (W) 441.16:1 4� 77 z s p 22 IE (E) 439.66= L .q Pp2 NA3 p3?l pp'p5 PPz AA2 pP2 Apt pP2 Pp2 pP2 pP2 /� _ 'pp2 o PP /pA9 pP�' P PP pw pA aP�-� �Pp� 9 A21 U,'A NNX APB p2 Pz' 9 pP2 pP2 p2. AAv+ \T'F'> �9' ,pP3' pp3 pp. Az. A pA'Z' A P .t. A _/ A P 17 LF, /p3' AP3 6 pA3 P 0 •PA ________-TP"' ____ ___ B CPEP__ Z /�^ 9 �' p- pz' -PP� 2LS 2 pP3� $ba.Q%IN NE p3' 111 66 . n20 AA � HO 444 3 h � �3 "P3' 01 .p3•P 44 TRANSITION FROM 8" / AF PERF TO BE CPEP PA3 330 LF FRENCH DRAM, 8' PERF CPEP S O.Q% - - - sL sL - so- ��� a AA' FRENCH FIBRIN au'2 •AIi AND PERFORATE / „pA PIPE 292 LF FRENCH DRAIN B" PERF. CPEP jpA b9 - _ y----.447.5'- - ---- Ab 6 P ppI b AAT' / No / 2 AA 2 p A^ •AAA h A `6. pph 6/ j'1 I ANF6 Lyle, p h 6 , AAh 1 iph I \ Ab 9 • AN' 9 Aph.A No - I TRANSITION TO 8" PERF. CPEP h / AIpAT s.0 IQA 9Ay3 6 b . 30 . h, PbI4%13 ---y,AA48.5.---e2 ---- h \ Ab • O 3 0 8° PERF. IGE EP h • •�•pA3' pph 2 446 6 B pp0? pA0 3 2 L 73 D M IN PER iy a - _ + CONNECT DRAIN FROM7 3LFaE'l./% AP IRRIGATION VAULTS TO ---- - _ N S=0.60$\ / 3 AA6'• AA9l O- , PZ':\. \ 6 A�_ pA1 ND 0 N pp0 • _`p � 0.5Z � ph� • • Y NP9 GBy1 NO p Lo�P E 1,hOATCH BASIN _ - .80 e4E (NW) 444.90 z ', a 4h'. -y �py� PROVIDE TURNED \ A / .P pP66 ATA`- j J :hT DOWN -ELBOWS ON \ pPC2 v�• Arno -`.. • TOP OUTLETS FOR ANY 111 01 f 18 LF 8 CPEP S=0.6% TRAN';MON FROM 8- PERF TO 8" CPEP CONFIRM WITH ENGI N EER AND CITY IF EXSTING ED LINE WILL BE PLUGGED, p.' ABANDONED OR • REMOVED PRIOR TO INSTALLATION OF NEW IT 8" CPEP CONNECTION INTO EXISTING MANHOLE �y AN g I III AXIS No No O4 6 7 PROVIDE CATCH BASIN WITH TURNEDDOWN PRIOR OWA DRAINAGE LEGEND TURNED DOW PRIOR TO WATER REVISION DATE QUALITY VAULT. RECOMMEND TYING CPEP FROM SOUTH FRENCH DRAIN _ _ PERF. CORR. POLY DRAIN TUBING, SIZE TO CATCH BASIN OR PROVIDE PER DRAWING ADDITIONAL CLEANOUTS AT BENDS. CPEP SUBSURFACE DRAINAGE COLLECTOR FENCE AA3 p3;2 Ap3' ' A R N OR STORM DRAIN PIPE pAa 4 tp tAA%p3 �j PA pP ® FRENCH DRAIN A No AP3 AAA 6 IMPORTED ROOT ZONE SAND SEE NOTE 2 F-1.1 6 S AP AP� •25 LF ;-1 S=0.50%_ SLOPE A1N8 CPEP E A MANHOLE e n t o n 44 SpN FLOW DIRECTION r°, PE 4 1.9 PpP 'IE 414.30 INVERT ELEVATION Ah SCHOOL DISTRICT AN p CIE 413.00 COLLECTOR INVERT ELEVATION - A :aa�xlstltlPc"R 'MANHOLE CATCH BASIN INLET (CBI) ;,.IE (NW) 439.16 TYPE 1 - EX IF (E) 432.85 - CONTRACTOR TO EXISTING CATCH BASIN INLET VERIFY IF PRIOR TO CONSTRUCTION SIERRA HEIGHTS "LG �A 7- , ELEMENTARY EXISTING CA BASIN lAAh �� WATER QUALITY VAULT RAISE R'M T° PLAYFIELD h.a DRAINAGE NOTES RENOVATIONS 1 ARA AGb A, 6 AAy, 1. STORM DRAINAGE PIPE CAN BE INSTALLED PRIOR TO FINAL ` •, Aah 9 pp50 ACCEPTANCE OF THE FIELD SUBGRADE. 250 LF F)h D - INIX 2. TRENCH EXCAVATION SHALL BE MADE TO THE ALIGNMENT, ELEVATION, 8" PERF. CPEP.x. GRADE AND SLOPE AS INDICATED ON THE DRAWINGS. TRENCHING S SHALL BE ACCOMPLISHED UTILIZING EQUIPMENT WITH SLOPE AND eAh ppe „6/pA pAbp; DEPTH CONTROL, SUCH AS "LASER PLANE CONTROL SYSTEM", SO AS TO ENSURE ACCURACY IN THE BOTTOM OF THE TRENCH. 2 pb 3. NO HIGH POINTS ABOVE DESIGNATED INVERT OR CALCULATED TRENCH AN 3A QA. -' BOTTOM ELEVATION WILL BE PERMITTED. NO SLOUGHING OF SITE O AA` t" AP6 _ PAb� MATERIAL OR LOOSE EXCAVATED SOIL WILL BE PERMITTED TO REMAIN 1lbz 3 e p pA 6. IN THE TRENCHES. o P Apy NoAIAy6 ,h Pb e [ Ir pab A '4- 4. EXCAVATION BELOW INVERT GRADE MUST BE ESTABLISHED TO A Npb 15 DEPTH SO AS TO PROVIDE FOR SPECIFIED PLACEMENT OF PEA K6 Iree, y py GRAVEL BEDDING AT BOTTOM OF PIPE ELEVATION PRIOR TO LAYING a e AA6bA -nb p12 THE FRENCH DRAIN PERFORATED PIPE. cq � DA HOGAN RPh pA3' - AP6 P APb ' THE FOR ALL PIPE LL BE EAN AAh p6b pbb'ph1pFC�ph AL 5 PEA GRAVEL. REFER TOTHESPECIFICATIONS CATIONSAFOR THELGRADATIONED 119 St Avenue Auth,! 1ID ". 20A2Rs.0400 Saaldq WaaM1ingbn �101 wwJaM1"ganmm ppy REQUIREMENTS. EA Ph _6. DURING PLACEMENT OF SPECIFIED TRENCH BACKFILL, PIPE MUST BE HELD IN PLACE TO PREVENT DISPLACEMENT AND PROVDE FOR pp""- p IIII pA1. ACHIEVING SPECIFIED INVERT ELEVATION. DO NOT DAMAGE PIPE OR po-'I' '®4n1ER ALLOW PIPE TO BE DISPLACED BY PLACEMENT OF BACKFILL .$ypTER MATERIAL 19 VALVE Q i •O .I EXISTING CATCH BASIN 7. CAP THE ENDS OF ALL PIPE RUNS. ALL OPEN ENDS DURING ADJUST RIM TO CONSTRUCTION ARE TO BE TEMPORARILY CAPPED OR PLUGGED. 446.8 n N ° NOTE LEGEND fee I e (INDICATES GENERAL CONSTRUCTION NOTE) 2DNA6 E 1, (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) "r-- - --1 - nYyANOFAa y4s1.OFF h',S3' .. ..-. .Aap91`dA3 4 a TYPE 1 CATCH BASIN RAMR A p`pQ RIM 447.15 /RAMR RA1L5 I- ) dA5 Pp LIGHT SiANOAF E (W) YVM1 LE i M +RAMP FAILS PORTABLE AhO. F-2.2 i •'F_______________I PA9 DEVELOPMENT ENGINEERING msippo 07/30/2021 O R-418908 O to � ♦'! 4 NORTH Ire IN U 0 30' 60, SCALE: In- 30' BID SET DATE 6-16-21 SCALE 1"F20' DRAWN REF CHECKED EIS COPYRDNT Qmu DI ROGAN ®ASMOMBIS DRAINAGE PLAN SHEET F-1a3 SHEET 8 OF 18 rn 00 T C) 1 n 7 2 3 4 3 2e 20 a2� 2y 5p 2p0 2y a2 �' p2� p26 p2'A p32 ''2 A,p2 pp3' pp3' pP3- pp2' pP'+' pP� pP 'A�2A P p _ 6CYCLONE FENCE 6' CYCLONE FENCE pA'' -p2' P2'.g apt Ape 3�A pP2. Apt. pp2'PP2. Apt_ pP2 Pp2' Pp2'>�\ P°2 A....Ap2 pP2 Pp9 Pp'P pA'' Q pp'P pp9 AO2. p29 1 °A\i A \eAp2� �pA''' 'I pA2 AA2 AA2 PZ' P2' 9PA2 °°0.6 pp2. P3� •AP3. pj. APe' jP A 2 pA,j'> pA3 /A32 .•Ap9 A\6 4Pey Ap29 p2r p Apt rA�-3 -#p'y9 -^PA'i Pp3 �" ___ _____ 0 ____ __ • _ d (ZNE. 3 A 2 �t p2� 2 h pA3� \ p3. 14 .Pe' <,. p 'A3' 141 CB AP9 pA A • p9E • •� _ I TYPE 1 CATCH BASIN 45 /-- - -- -- -- dd5.42 -- ---_ _ -- 5 I'� \ PP3 y I RIM 445.48 aa5.a2 - - - -_ - - -_ -- - -'T- ___ � HyH , EEO 1 2-_________________________________ _-____. ___________________'P I F-2.2 445.5- - - - ti pA3 0 y I AP _ - - AA 9 PP'j I 1 �D 'D � n 1 II 1 r o p v I 1 1 pJ EXISTING CATCH BASIN II v I T ADJUST RIM TO 445.00 xK' I 1 I I I 46 46 I • IL IL e I____446.5----------------------- - _-__- -__ 1 LL- 1 pp �pp ° II 1 � •�'20 " / I e p G P p"p p AAA ° 1 AfF 1 ` e°' 1 , p2 I ✓i!1 - I 7 GRADING LEGEND - 110- EXISTING CONTOUR LINES aah' p3:P ap36'` Ay A 411,521 SPOT ELEVATION 1CAf'A3y pa °ppS p y 411 NEW CONTOUR LINES 411.5� NEW HALF CONTOUR LINES ., aP_ WAIF QUALITY S=2.0% 1 E VAULT - SURFACE SLOPE RIM 444.51 " -2:2 CONSTANT SURFACE SLOPE pau�pe ap _ P^ RVBBERNAT . - MATCH TO EXISTING 444: -yp�o GRADE BREAK CATCH BASIN INLET (C.B.I.) AAyO 445 pE 45. ■ TYPE 1 LAY6AOUM e; _pph' EOUIPRENL, SUBGRADE - A'-' 0 CHAINLINK FENCE AND p, 'FURROWS CONCRETE CONCRETE CURB P CHAINLNK FENCE F-2.1i� pPh' ® IMPORTED ROOT ZONE SAND ppe pAy pph' 6'p6y SEE NOTE 2 F-1.1 SUBGRADE FURROWS ppe pAh 1 Ape'. .:...-•v..,.r.....:c,::: py 12" O.C. E/W AA, f MEET AND MATCH 1l p WATER QUALITY VAULT EXISTING GRADES AT'. ppb. IL ASPHALT PAVING -' © GRADING NOTES P� G a 6 3 pph. pe n` p° pay - °'- 1 THE CONTRACTOR SHALL CALL AND NOTIFY DIGALERT AT 8-1-1 'pph n 3' pe M,'p6 A,y A MINIMUM OF 2 WORKING DAYS BEFORE DEMOUTION, DIGGING, y5 ap. OR GRADING OPERATIONS OCCUR. PA ppye n�° 2. NEW CONTOURS SHOWN ARE FINISH GRADE ELEVATIONS. py eApe ppy °ppe"- bp'yy p°' AA& 3. BACKFILL AND COMPACT EXCAVATED AREAS RESULTING FROM y pe DEMOLITION ACTIVITIES WITH SELECT FILL TO 95% WITH 12' MAX pA pp6h pp66 ,p6iAAt'C° ..! LIFTS. y9 p° 4. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN THE EVENT OR b DISCOVERY OF POOR SOILS, GROUNDWATER OR DISCREPANCIES IN YP9 THE EXISTING CONDITIONS AS NOTED ON THE PLANS. Aprf1 pp69 pp+ Ap9 y. 5 ALL PERIMETER PAVING SHALL MEET AND MATCH ADJACENT P A PPS I I , a7 47 `- "r"'"'� - EXIST G CATCH NApiE SURFACES. C h e AAy I ,Ap I .. .... ;., p '' A Apyy TO E IN VALV -- -. O INSTALL ROOT ZONE SAND 3 4" BELOW FINISH GRADE OF App• I 1 - FOR •pA a a 1 ¢ ' 4" INFIELD SOIL AND PAVEMENT SOD INSTALLATION. TOP OF 1 I- "pe MATES'_ AAT SOD TO BE FLUSH WITH INFIELD SOIL AND ADJACENT PAVEMENT. py� I 1 .. :F� EXISTIGD _.y (,P' �--� , IT a.°' e,' O •.. o _AAy ASPH {1 PQAVDING NOTE LEGEND _ (INDICATES GENERAL CONSTRUCTION NOTE) (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) p/PP°Pp/ I 1 pA� p4V ' pph p Apt 9 ppA � m 1 h yT a 9 PAN / P ,AA t. '44 J.5 _447.5- . -.� h L ' FURROW NOTES 1 AREA SURPLUS PRIOR TO EXCAVATED COM COML SHALL BE MENCING ON TTHERNEXTED FROM DJACENTTFE FIELD URROW. pAy'� 1 / `�� Apt pp�� Ape AQeeal EXCAVATED MATERIAL MAY NOT REMAIN ON SUBGRADE. py I IA 9. A A ph AJ ° PAh 1 NL, I 9 A D NATURAL TURF FIELD LD: SOUTH END OF FIELD FINISHED GRADE OF NATURAL TURF SOD: a FINISHED GRADE OF ROOTZONE SAND: FINISHED GRADE OF BASE SAND: SUBGRADE ELEVATION: 9 1 Ap¢' pp9 NORTH END OF FIELD: .i y3 �O Ap92 FINISHED GRADE OF NATURAL TURF SOD: ^° FINISHED GRADE OF ROOTZONE SAND: / CB-3 • '`i ° FINISHED GRADE OF BASE SAND: TYPE 1 CATCH BASIIJ 2 SUBGRADE ELEVATION: PORTAB RIM WI 10 yh _i'i P 1 9 F 2 2 i, in INFIELD SOIL 0y/ o - FINISHED GRADE OF INFIELD SOIL: Ay a2 �y p2 451 34:51 P49 52, _ - FINISHED GRADE OF BASE SAND: ya-y`e g2, SUBGRADE ELEVATION: 9 Q6 Ae a9 .STEPB_ A.. NIHANO Ana A _ ' -451 94 R -. .pA9a i�p9 4 E I' T h 0 2 y p _______ A46.5.______ _____ ____________________________ , - ___/ ____ _____________ a48.5__ M `gyp 6 a 44 4 --- -- --_ -- - - - - -- - - - _- \ 4483e Ate. 448.46 2 ppe` pA2 ep 48 p0 448.50 6 46 S pp - R Yon \ py 1 2 A0 5' p 5 �s e py. - q -+p0 P 06 ApOh INpp2 'pP d ppe , pp2� 0 To ` A 4.1 ���/ 3 •e .` p0 N/NANO RAIL° 4 Eq WAR it /X, AT� �0. Ap9l C p2, B 2 .. 3 2 ."p2 poi "" �AyP±'L CATCH BPJN NOT F-2.2 RAIT445 ppe"i /HAND RA �AQB pge AA yp� PORTABLE ATCH BASIN I CB-1 TYPE 1 CATCH BASIN NN6 0 , y Ag0 - 48.10 - - - y. F-2.2 RIM 446.80 NPl2 A� 6IpA9-I 5G•---.T..-- --iOP ,o-5-------------- - i PORTABLE i i PA9 - - - - - - - - - - - - - - - 2. PROVIDE A SMOOTH, EVEN SUBGRADE AFTER REMOVAL OF THE Ppe" FURROW MATERIAL. SUBGRADE TO BE COMPACTED TO 95%. LEAVE NO LOOSE MATERIAL ON THE SUBGRADE. Pp .Ap'y 00 PIt a.�I FIELD GRADING TABLE �e 484.54 484.48 483.98 483.48 445.42 445.36 444.86 444.36 484.54 483.98 483.48 sTAxoe LJ LS O DEVELOPMENT ENGINEERING O O msippo 07/30/2021 owwhafs R-418907 KD call be(o ebelow. you dig. REVISION DATE �s 0 enton SCHOOL DISTRICT SIERRA HEIGHTS ELEMENTARY PLAYFIELD RENOVATIONS N O O 4 � DA HOGAN a1191st Avenues th,Wte= p. 20s285. 0400 SaaNq WasM1ingbn 93101 wwJaM1oganmm O U) 4 NORTH T- U 0 30' 60, SCALE:I"- 30' BID SET DATE 6-16-21 SCALE 1"=20' DRAWN REF CHECKED DLA COPYRGNgOIDH DA.W] N®ASSOWRS GRADING PLAN SHEET F-182 SHEET 7 OF 18 rn 00 iT V C) 1 n 7 CB-4 �TYPE I CATCH 8ASIN- _. N0. 39 E 1310536536.9797 I I I 1 I • I I I I ' I I �I I L 1 I L l I /I LIMIT OF B I IMPORTED ROOT ZONE i SAND I f I I I I o' • � I o I m I I I i I I I I • 1 I NF.TU RAE TURF IESTORATION C { 4 \F-21 I i JI E 190 511 13105$2.90 JI f / I I I I I / e (\1 c / DUGOUT eF-2.7 f D �. I p I O a v m I / III 8 LFr!C�_ n JL ' I 2.6 �� I I I i 9,50 6, N 1 0395.17 10519.41 C o P, 6 CONCRETE F-2.1 PAVEMENT N 190380,54 E 1310533.05 2 3 LIMIT PF 1kIPORTED�� - - - RO ZONE SAND i - -///- w w w w w w Iw w w w w w w W w w W w w W w 330.00' SAND BASED NATURAL GRASS FIELD F-2.1 1 2TABLE GOAL 4 BASE PLATE / AND ANCHOR {/ \\\ F-2.8 LAYOUT SKINNED INFIELD V J 2 ♦R - PITCHER'S PLATE PLATE 3 BASE AND 1 F-2.8 ANCHOR i O 70 LF C I M SOFTBALL BACKSTOP 0 LFO P-2.6 INFIELD / OUTFIELD TRANSITION F-21 2 SOCCER AND LACROSSE FIELD .STRIPING BY OTHERS 4 j LAYOUT NOTES 7 1. SECURE ALL CONSTRUCTION AREAS WITH TEMPORARY 6-FOOT-HEIGHT CHAINLINK FENCING. 6CYCLONE FENCE 2. FURNISH AND INSTALL BASE SAND AND ROOT ZONE SAND FIELD :NATURAL GRASS 4 _ - - - BASE MATERIALS FOR THE ENTIRE FIELD AREA. RESTORATION p_ I •� v� KICKBALL BACKSTOP AND - 3. FURNISH AND INSTALL BASE SAND AND INFIELD SOIL MATERIALS FOR CONCRETE CURB THE SKINNED INFIELD. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F-2.6 4. RESTORE ALL DISTURBED NON -SURFACE PERIMETER PER DETAIL 4 \\ / ON SHEET F-2.1. / \ / 5. COORDINATE LOCATION OF FENCE POSTS TO AVOID EXISTING OR WATER QUALITY PROPOSED UTILITIES. 10 LF C �. NKOLE VAULT '- N 190}82.09 3 - 6. SOFTBALL, SOCCER AND LACROSSE MARKING SHOWN FOR REFERENCE E 1310860.32 1i C1.97 IE F ONLY. I - SD_ a s0ea NaT NOTE LEGEND • 1. (INDICATES GENERAL CONSTRUCTION NOTE) 1 bF O (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) _ N 19066 .43 E 131 7 .79 p+ p SDQY LAYOUT LEGEND TEfAWIlIF�il�Y'- SOCCEJ FIELD LAYOUT 1 WITH FI LD MARKINGS WHISKE S F-3.1 SOFTBALL MARKINGS 5 SAND BASED NATURAL, GRASS FIELD 1 F-2.1 LIMIT OF IMPORTED ROOT ZONE SAND 7NO*� �O N 190377.05----- 40 LF C E1310632.99 LFO 2 SING�-'DUGOUT 1 - w/NA'CB-2 :; GATE F-2.7 / NATU G S 4 �• TYPE 1 CATCH BASIN �% {{ RESTORATION - •1 �N 190362.16 5 I --_ •\ / E 1310750.10 2.6 TYPE 1 CATCH BASIN N 190356.46 F-2.2\ I1/\ / �.-' l ty �pS� F-2.2 PORTABLE E 1310560.76 Arno TOP a--------- CHAIN LWJK FEN SAND BASED NATURAL TURF SOD AND IMPORTED ROOT ZONE SAND ��. NATURAL TURF RESTORATION t.. INFIELD SOIL a�.o CONCRETE CFENCE AND CONCRETE CURB • CHAINLINK FENCE CATCH BASIN INLET (C.B.I.) TYPE I p i WATER QUALITY VAULT L J 5' HT. TEMPORARY CHAIN LINK FENCE FENCE TYPE AND LIMIT 1147E GATE TYPE VALV NEW CONCRETE FENCE TYPE KEY PAVEMENT AT EXISTING FIRE HYDRANT. (APPROXIMATELY 40 SF) ' O 20' HEIGHT CHAIN LINK FENCE; 2" MESH X6 GAUGE BELOW 10', X9 GAUGE ABOVE 10', TOP AND 5' r INTERMEDIATE RAILS. INSTALL 200 STOPBOARDS 1" CLEAR FROM F-2. .- FINISH GRADE. - QB 20' HEIGHT CHAIN LINK FENCE; 2" MESH X6 GAUGE BELOW 10', EXISTING Xg GAUGE ABOVE 10', TOP, BOTTOM, AND 5' ASPHALT TO INTERMEDIATE RAILS IN REMAIN f © 10' HEIGHT CHAIN LINK FENCE; 2" MESH X6 GAUGE, TOP, MIDDLE, BOTTOM RAIL GATE TYPE KEY (ALL CHAINLINK) iO 4' SINGLE SWING GATE 5' OPENING (NO LEAF) CB-3 " TYPE 1 CATCH BASIN N 190400.13 E 1310859.88 2 F,2.2 -\-_/ 'BT RM DRAINAGE 'ANHU / AA A49 52 PORTA6 TAPE Il ILA 12' PVC N NE 39 1[ f 12 PVC E .39 IE'_� III. `STEPS _ N/HR..O PAIL `� - 4 INK FENCE Y.I Li[ni sTAxoA q}NP PAILS PORTABLE i DEVELOPMENT ENGINEERING -- -------i msippo 07/30/2021 O R-418906 REVISION DATE �s rIenton L SCHOOL DISTRICT SIERRA HEIGHTS ELEMENTARY PLAYFIELD RENOVATIONS N O ( 7 I DA HOGAN a. 1191st Avenue 5wtn,Wftm= W p. 20s285. 0400 s..txw w..mnNm"9a1oa �.,,,mnoa.�mm 'O^ YI 4 NORTH N U 0 20' 40' SCALE: r' - 2a BID SET DATE 6-16-21 SCALE 1"=20' DRAWN REF CHECKED DLA COPYRIGHT OID]I DA. WGAN ®A550(PTE5 LAYOUT PLAN SHEET F-1e1 SHEET 6 OF 18 rn 00 T 0 1 n 7 1 1 2 1 3 1 a 1 5 LIMIT OF WORK (TYP.) 0 a A 9 p 110 y 2 2 6yP yNA 6 2�' 2� p2'y p29 O � 6� pA.j. Ap3. ANY ppg °p p,L pp2- pP'L' pP2' pP�'p2' A�2Ah'' pp2' P° P° P P - P _p''' P° fiCYCLONE FENCE 6' CYCLONE FENCE PA.'' ,L pP2 P2. 9 p°P' pP' p321 pP2 pp2 PA2 pp2' Apt Pp2 p2 - pp'A' pat' .AA2, o A°2'y pA..', pA.p �` AP3p pPn'. �g// pP2' 11 I lal \IP° -� A Ap.� �p2. CIA I p2 Ap.A �p.�. p pp2' ppy p • •ApIT 2 A OLLA,RBS 2 iA° Apt aN9 /A�'E • pA32 Ap 6 pp30 Pp2 \_ 2 P A°2.9 / gyp_/ Ap 3 .,6y A.D. p. IS, LSNE N �2' A° ° 2. 2 AA''' 6 pp33 3'' A93 Ap9 AA,A2 Ap3 [ A 6 •Ap3. p \ p20 =A / .AA.j. •AA.Dh •ppA1 Ap3 Opt. pA.j. ,g •p / °pY AQ ` NONE PLATEM Ap36 , .^pnjg •AA3 STORM N JP p HSH 44 6 TYPE 4 a LADDER p' 6 9 �A 0 _ AN" •pp"A PA9 ppA2 p2 •p •°ap Apni 3.C'PF • pA P SD SO SO SD SD T SC - SL S'J SO SD ED SD SO UTCH AND" T6MTE / -� � CATCH BASIN RIP Id2 RIM 44A GRATE LJ' RON 4 &CIL PIPE W.55 pA 6 �p ppPL' 1, 444 00 E 44' 22 Tr TOP�-r A pP pAp 9 ' Aap. A _ cr UN 02 ' Aa_ px pD02 A6 Npp� AAp6 NAND NN6 pA TE N11 _6 l 2 .AN AA': PA IN Ap30 p • pA • AA P A �y • • / pP • � p B � 0 9 Q4rJ!��rj Ap9 QZ•5 EP I AN� pPy9 AAP. Aph A' 9 ppy9 •A ARK --QQS� .pay y2 .j N��p5%s OF 8 e ^ a •pP� AMC PA 2 ApA pAp 1 y3 pA2' y , Q °a •Apy.° •ppy6 •apy9 AyE Q°y ppy6 M1 P AP°' 4Ay� pyy 6 AA6 py9 • P 9 • • • A pdy • P / 'r pp' RN' o y SITE BENCHMARK AA1 Ap°- a AMCQGJ pAy NDHTHING'. S9D563.'3G •/ p NARY, I �A FASTING: 1310745. 18 / Goy ELEVATION: 445.79 F6EET e 9 9 Pay 6 4 ' A / s T PAy' NpypAy9 Nph pas' ppy. APa ' ;ay (TYP.) pAy'N CONTRACTOR TO TRANSFER/RELOCATE Apy APp N_ 9 + SITE BENCHMARK OUTSIDE OF PaU� pAy. ? pa°'a : NN ' •AAA / •Apy •NOS ' CONSTRUCTION AREA • ' p2 P p6' •a•Ap6N p N AV2 A°y •P6 pyp - p 3 / p y pPy' AAy. Apy. A pAy 6 6 1 7 DEMOLITION NOTES 1O. STRIP EXISTING SOD, ORGANIC MATERIALS AND DEBRIX WIHRN LIMITS OF DISTURBANCE TO A DEPTH OF 2-INCHES AND DISPOSE OF RA I OFFSITE. P Ap3 PAp p SP �,pg REMOVE EXISTING INFIELD SOIL. CONTRACTOR'S OPTION TO UTILIZE EXISTING INFIELD SOIL IN EARTHWORK OR IRRIGATION PIPE BEDDING. N6 REMOVE HOME PLATE, BASE PLATES AND PITCHER'S PLATE. REMOVE AN WEEDS AND GRASS DEBRIS FROM WITHIN EXISTING INFIELD AREA. O3. REMOVE EXISTING KICKBALL BACKSTOP AND ASSOCIATED CURB AND P 6 DISPOSE OF OFFSITE. p,PA' O REMOVE EXISTING SOFTBALL BACKSTOP FENCING, DUGOUTS, IN a E HAry E A A CONCRETE CURB AND CONCRETE PAVEMENT. DISPOSE OF OFFSITE. 7 _ Ap FOR .Pya O5. PROTECT EXISTING FIRE HYDRANT TO REMAIN THROUGH ALL 44 '91 y CONSTRUCTION ACTIVITIES. _ pp 6 AAA AA° RVBBER MA' © PROTECT EXISTING PLAY EQUIPMENT, SAFETY SURFACING AND - STRIPING THROUGHOUT PLAY AREA. p , REMOVE EXISTING CATCH BASIN. CUT, CAP AND ABANDON PIPES IN 6' HT TEMPORARY PLACE. i CHAIN LINK FENCE LOCATE IRRIGATION CONTROL WIRES AT IRRIGATION VALVES AND N p PROTECT FOR RECONNECTION TO PROPOSED IRRIGATION VALVES. EOUIPNENT pay' pA 9. CONTRACTOR SHALL BE REPONSIBLE FOR SECURING ALL GATES AND ppy FENCES AT PERIMTER OF THIS SITE TO ESTABLISH A SECURE WORK y AREA. WORK SHALL INCLUDE TEMPORARY 6• HIGH CHAIN LINK A A ppy` FENCING AS NECESSARY. fACE ' Apy 10 PRIOR TO MOBILIZATION, PROVIDE TEMPORARY PROTECTION ON THE EXISTING ASPHALT PAVEMENT FOR ALL CONSTRUCTION TRAFFIC. l 6 P. -'6 TEMPORARY PROTECTION SHALL INCLUDE A MINIMUM OF THE y AA6 AAy Ay1 Aye ,: FOLLOWING: ' A) STRUCTURAL FABRIC OR GEOTEXTILE LAYER NIA,6 pay 6' - Ay A No. 4Ay B) 3/4 INCH PLYWOOD o- �J p°ye Go' Ay iRS OAAy"6 d� o-°6 NOTE LEGEND o - 1. (INDICATES GENERAL CONSTRUCTION NOTE) 5' NP6 p6 - bO. (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) p� Ap'f' , pp6 , Ap6 3 Ap6 APE o -6-OC 3 66 P6 AA ! DEMOLITION LEGEND 6 6 yAPy ' pPy p pa6 �'- hp60 AA6 NP& 2" DEPTH EXISTING NATURAL TURF TO BE 6 p6 REMOVED AND DISPOSED OF OFF SITE _.' AAy:. Ad66 pAy .jen� NO o EXISTING INFIELD SOIL TO BE REMOVED. INFIELD p aN6y p6 SOIL SHALL BE INCORPORATED IN EARTHWORK OR USED FOR IRRIGATION SYSTEM BEDDING. AAra1 AA69. A� pP9 yP1. aP° - A o /yo y pPy' P66 Hv9xaxrt7 6I ATE AND DISPOSED OF OFFSITE c 6- pA pAP+' g / A •y / Pp1 WATER CONCRETE OR ASPHALT PAVING TO BE REMOVED ANNh AA°' _ ppy' AA6 AA6 t VVALV • e 0 / CATCH BASIN o a LIMIT OF dj 3 p :I) 1 STANDARD GRATE al PROTECT EXISTING Ay / WORK TVP.) / pet pp6 63 AA6 •Ap6 Ap6 00 O'MPVCBxE44a3. 291E P6 y LIMIT OF WORK A FIRE HYDRANT TO AN No ( Ayq .p •pA 6 pp o- / k' REMAIN THROUGHOUT EXISTING CONCRETE CURBING r0 BE REMOVED A A �Ay : p6 AN1 ° aA p12 pp1' 61 AS N ALL CONSTRUCTION AND DISPOSED OF OFF SITE A:- '�I9' " ^ xSe /• y •° S2 A A5 pIS'I _x_A_ EXISTING CHAINUNK FENCING TO BE Pp PAN 6 'MAN / - PU p6 A / / �p Pt`1 S y REMOVED AND DISPOSED OF OFF SITE pd 1 1 •a • C, Ap6 • 9 •Ap6y •AA69 / : A) M .j KNI A1'appNA1 0 0 EXISTING CATCH BASIN TO REMAIN pP / ' A Ap6 Ap6 AN, 1 • TituMlr of d 6 _ Il pp1 3 p • A pNS 9 0 EXISTING CATCH BASIN TO BE REMOVED PAN •AA9' NG'y ER" WORK (TYP.) a GAIN y2I / p13 1 Pp 5AV e 6' HT. TEMPORARY CHAIN LINK P P - 6 .P (T1'P.) -S 6-',p°6,LF FENCE AAy 6(/ p6� pA1 y ANp AN y N1 A°1 p1 dA1 GOAA6 pl \\ �b A 9 I P F� pf.8 _ 6. 6 f _ Apt 1 6 AN9' pAp• pp0 PAy •3R0 BASE 1• 02ND BASE . •pA : AS' . p6o pp0'N no 5. PAP 0,G I / 3 y ' N9 A p6 pP Pp1 Apt. 1 Pp1 y y / Ap62 AA :PN.6 NON N6 p66 p _ A A 9 AA1' NA1. AA1 2 / Ape. yyyp6 2 P NO, ANA 9 6 1 NAy. \ • • P10 1 g• ` •A - 0.N0 °pPpe 1�6.P Z `, PAy p65 pe� Pp69 ( 2 p10 .a Qa pIC NN6'p -'34' 4 i'. E 1' I{{,, p A. Ap6 4 q pp1 e 1 e CONST P10ACCES A6' • YP I(T 1 m P�q !21 .P1 y . P •pP1 6 .Pa1 •pp1 •P •p 1 y •Ap1 . p 9 p . Ay. N AS p 60 16 Al 0. Pe 6 p N 1 \ AA PA .P ipy P p6' Np69 NN19 • • / 6P NA62 / PAy Py0 C / / A A�s6 NON • I pe'--- RE9 \ a •IIOIE PLATI. •P 0 \ ' I ' p, / 2 y Pp6� p�' / pe,q .A/ , IA \ AA6 AO yepP6� pP@'69 0 pp 4' . NO Apt' •� p \ pPe' p / 01 _ Py �. P _ 6_\ AA6.A 1 6 N AN9'P p00•PA NAO?{� I I Ap03 Be' •3 6 1 90 hN 1y P F d6. ,I"SNp PP p1. N1 p1 p1 A6 % P ° ° EXISTING IRRIGATION VALVES a R449RAINA6E xAxNBLE l p9,e ca p _ AND VALVE BOXES TO BE A°e _ TiP 11 1i p 6 P`° '• N1. p1. BACK STOP p1' A PORTAB HEST f pA p p A P 2 N p23 Np0- REMOVED 12' PVC N 39 IS- 'F p60 pp6 . Apt 2 4 gqppl 6 Pp1 6 IEK Np0' GO Ppe p Ap6 P I�l o \ N 12 PVC E 39 IS i NA6tip pe (n'P/ N 056 Np6° p6 PGA, NO y pPO� NAOI NA' A61 L1 p .� A9 ` AF'' Np6 y9 Ap6 A pp6 TOE NP ��_ _ ....0` p 06 NO S NpN, Np616 Ado �A90 NE' pe 4513451 � ��-4 5292 p 6. Aapp - P9 P49 p. NP6A N/HANOPRAIL Au Q_`; �� -0:0 .,y9 .. 047a-\ @yPAg pP9 .. 54�51. 4 �� 449 15'N-SJEPit�_y:q 11 e3 1 AA9. Ap9/ 2'�I I.1 1 "1 N/HAIIIO TAIL y45f 94 yOi .. .APppa 94�o 4 ' 1 / 2 \� YIVp1't I •ap p0i ./ P6'''LMIT OF py\ g i RAHP A p00 I ° ' ,,,1 S-'- WORK TYP.) e. /HAUD HArLs l- PP9) p / 1 1 T - 6' d1'. TEMPORA N ( �� aA LIGHT STAx01 �qI / A a .Py PORTABLE I \Npe� CIiAN LINK �FE�ICE y yi 1 o aAxaA Ls MF AGE py y 6.. p!j PORTABLE A90' Pp12 / NA66 / •pNoi ..p"� / ph 6 IApe_ l l T ---- pp1 . so ...-• TOP oa5------------ y --------------- PA9 DEVELOPMENT ENGINEERING msippo 07/30/2021 O 0)) 9 R-418905 Knowwhats below. Call before you dig. REVISION DATE �s enton SCHOOL DISTRICT SIERRA HEIGHTS ELEMENTARY PLAYFIELD RENOVATIONS 1 N 4 Wreew x DA HOGAN aHY Ist Avenues th,%Wie= p. 20s285. 0400 SaaNq WasM1ingbn �101 wwJaM1oganmm ,,O^ irk^' W 4 NORTH N U 0 20' 40' SCALE:I"- 20' BID SET DATE 6-16-21 SCALE 1"=20' DRAWN REF CHECKED /.� IDEA COPYREW LIID]I DA. H]WN ®ASSOWRS DEMOLITION PLAN SHEET F-0e4 SHEET 5 OF 18 rn 00 T I 1 ADAPTER SKIRT A GEOTEXDLE - FABRIC(MIRAFI OR APPROVED EQUAL F C D E 0 2 STRAP (TO BYPASS PEAK FLOWS) � SEDIMENT ACCUMULATOR (MIN. 0.5CF STORAGE) SCHEMATIC DETAIL PROVIDE "STREAMGUARD SEDIMENT CATCH BASIN INSERT" OR APPROVED EQUAL MANUFACTURER'S NAME: BOWHEAD ENVIRONMENTAL & SAFETY ADDRESS: PO BOX 375 PRESTON. WA 98050 TELEPHONE: FOR INFORMATION: (800) 909-3677 WWW.SHOPBOWHEAD.COM TEMPORARY CATCH BASIN PROTECTION NOT TO SCALE 3 1 4 ROCK MUST COMPLETELY COVER THE BOTTOM AND SIDES OF THE DITCH 6" MIN z m L = THE DISTANCE SUCH THAT POINTS A & B ARE OF EQUAL ELEVATION CROSSON ROCK IkIIkIIKIIFnrli {��. ��, IIkIIkIIKIIKRP=t�����t IlkllklCHECK DAM SPACING llklllkl�^I Ilk�^o Ikllkllk A MAINTENANCE STANDARDS 1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS DESIGN CAPACITY. 2. IF THE CHANNEL CAPACITY IS INSUFFICIENT FOR THE DESIGN STORM, R MUST BE DETERMINED WHETHER THE PROBLEM IS LOCAL (E.G., A CONSTRICTION OR BEND) OR THE CHANNEL IS UNDERDESIGNED. IF THE PROBLEM IS UNDERDESIGN, THE DESIGN ENGINEER SHALL BE NOTIFIED AND THE CHANNEL REDESIGNED TO A MORE CONSERVATIVE STANDARD TO BE APPROVED BY THE ENGINEER. 3. THE CHANNEL SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING OR EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIP -RAP OR AN EROSION ROCK CHECK DAM NOT TO SCALE JOINTS IN FILTER FABRIC SHALL Q(v LENGTH PER SPLICED AT POSTS. USE STAPLES,, WIRE J P1AN RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA 2"x2" BY 14 GA. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED y t FILTER FABRIC - :.%STEEL RUMBLE PLAT fill z 3/4 PLYWOOD GEOTEXTILE FABRIC 5�0 - - iv EXISTING OR FIRST LIFT OF;j,c, ASPHALT CONCRETE SURFACE STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE LEVEL BOTTOM GRASS OR ROCK I 1' MIN. 2' 2' MIN. NOTES: GRADE: MAX. 5% WITH POSITIVE DRAINAGE TO A SUITABLE OUTLET SUCH AS A SETTLEMENT TRAP STABILIZATION: SEED, COVER MEASURES, OR ROCK 12" THICK, PRESSED INTO SWALE BANK AND EXTENDING AT LEAST B" VERTICAL FROM THE BOTTOM. TEMPORARY INTERCEPTOR SWALE F-0.3 NOT TO SCALE 6" MIN PONDING L R 1' MIN WASHED GRAVEL AROUND ALL SIDES OF EXISTING CB S 1' MI WATER EXISTING CS FOR USE AS TEMPORARY SUMP EXISTING CATCH BASIN SUMP DETAIL NOT TO SCALE EXISTING GRADE PUMP AND MOTOR BLOCKS Z. 6' MAX. (POST SPACING MAY' MINIMUM 4"x4"J N I BE INCREASED TO B' IF WIRE TRENCH LJ BACKING IS USED) BACKFILL TRENCH WITH NATIVE SOIL OR 3/4"-1.5" WASHED GRAVEL NOTE: FILTER FABRIC FENCES 2"x4" WOOD POSTS, STEEL SHALL BE INSTALLED ALONG FENCE POSTS, REBAR, OR CONTOUR WHENEVER POSSIBLE EQUIVALENT NOTE: 0.02 PERMITNTTY AND NATIVE BACKFILL REQUIRED. TEMPORARY FILTER FABRIC FENCE NOT TO SCALE CONSTRUCTION STORMWATER POLLUTION PREVENTION RECOMMENDED CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING 2. POST SIGN WITH NAME AND PHONE NUMBER OF SCWPP/ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION AND STORMWATER BMP AREA PROTECTION AS REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE. 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.) 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. CONSTRUCT SWPPS CONTROLS IN ANTICIPATION OF SCHEDULED CONSTRUCTION ACTIVITY (T.G., CONCRETE -RELATED PH MEASURES FOR UTILITIES, VAULT OR ROADWAY CONSTRUCTION. 10. MAINTAIN EROSION CONTROL MEASURE IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES 50 THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL AND POLLUTION PREVENTION IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH COMPOST OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. 6 1 7 CITY OF RENTON EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANTS CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS. MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE. PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BPMS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEANING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL EXC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND B. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. Q 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES. RESTRICTORS. CHANNELS. OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL, 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS. THAT WILL BE BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS RUING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G. SEEDING, MULCHING, PLASTIC COVERING, ET.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITE BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES. NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. THE ESC BPMS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OF WITHIN 24 HOURS FOLLOWING A STORM EVEN. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIWTY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWN SLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE LEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION. PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPE BEFORE OCTOBER 1ST. 22. P40T 13E GONSTRUCTED TO SERVE AS RE4AINING WALLS. Ad:b ROCIEERIES IN Gil), RGAB RIGHTS OF WAY Ski. A 11 '- Rp GONSTRIJETED IN A668RBAN6E WIT'' CITY STANDARBS. RGGKERhES BUTSBE OF READ RIGHTS OF WAK SHALL BE DEVELOPMENT ENGINEERING msippo 07/30/2021 0 { R-418904 O Lo m 4 a-� N U REVISION DATE /O rjLEe n t o.n SIERRA HEIGHTS ELEMENTARY PLAYFIELD RENOVATIONS DA HOGAN IA i,t Ae.... iWF,AM]N P. 20s285. 0400 se,wq W„hlrig,%n wu A,hog,,mm ;3U�'I:TI DATE 6-16-21 SCALE NTS DRAWN DMD CHECKED EIG COPYREM OID20 DA. W] N ®ASMMnS TESC DETAILS AND NOTES SHEET F-0"3 SHEET 4 OF 18 i0 V 1 O I n 7 2 3 4 5 6 7 Tr c r i rr_pnin O A l g 1 "10 y 9 2 yyN hN6 6 25 2I p26 9 2 2 p314 e y + ruvuv• rrvrA�v REVISION DATE q. Ap3. PNn'. PP2' AA3 pp2p2� AP2' pA2' AP2' Apt p2. pdp2 A2' A P P 6' CYCLONE FENCE ANY 9' ANI h p P zA � a a a A FILTER F B�ICa y' o P'' 2' d3' 2 2 2 &V_TNI. p.L. AP2' 2 - A2' pp2' 'pP2' Pp2, pA pP''. A yA Apo'. ANB YNy 9 PA AAP PAP -0 ❑ FILTER FENCE ,g 6' CYCLONE FENCE NO, 2 pe2��A2' •g pP p •Zpp Np p p p p _ �/\ .� .a O P b 'A p 6 _ _ TEMPORARY INTERCEPTOR AZ' 11� 1 1 I � AA1E 1-a- �p 2' }. 1 Ip3 �allY ` p .r S N + P p P p2 p'2' 1 p P p2 p/ _JY P p P'p P A p2. p Pp2 p P 2 P �•/ 'p P g 6 p SWALE NA3 y AAy _ PPy 2 AAy A3 y PNy O ��'� 0 .pp / pa"p 9 y p0 4Ay / / AN A CA P p pp rvE y A A A Az z y Apy. v) T PIPE OR REMOVE& HOSA ° ROCK CHECK DAM Ap9' A NzV5 P � pp3' p'p' 1 pP''No p3- S ` FOR DISCHARGE Kb Np9A AAg PAy A9? PAy P°y p0y \ / .° PNn'. A ° / Ap6 SETTLED STORM AOo ® CATCH BASIN PROTECTION • 'A P ° FM FM \ FM FM FM FM FM FM FM FM FM g qA'j. FM AAP' ,N MEETING T VAN •pa FILTER FABRIC /` fM' HOME PLAT , - ALLO @ -- A y - FENCE / z STORM DI ANNE M LE ION .' AAy + �pN z JPAA. AIM 444.1 = °p STW6 STORM TTER RMIT°4EQ.- n� CONSTRTEMPORAUCTION ENTRANCE L T^ y 2�,L�yL /fir _ PE II N� CA 4- A2 .L E �E -�A•-E p3 3�'OCPP SE 'H�91.9I I apPP _ Npn'' F A�� 1 p2. • Ap • 9 P / p AN Ap 3 ,_. ANy o' Gp •° a 6 PS p SD SO pz SO SD SD S SD SD SD SD SO SDP SO SO SD SO SO 5 444 AN. ° `E/� PM� p' �_T 3 A TOM BASIN � APA RVBBER MAT FORGE MAIN OMIT OF STANDARD GRATE r- / TEMPORARY INTERCEPTOR �/ LATCH BASIN m 4 l 44 WORK (TYPJ ,• RIN 442 65 _ / _ _ _ /�vn STANDARD [HATE 44 TOP OF VERTICAL PIPE 4425� �+ / a + SWALE (TYP.) F-0.3 y RIM 44d AAA y 1 O 6g44 9 D 9 .y0 N y dA NP PV 24 IL yP_ �� y y P ' e n o n .p pA ppA' p�+ h • 1 N ROCK CH!fl7(P C Ey.42. 2IS - A gyp+ - I s - • TEMPORARY STORAGE SCHOOL DISTRICT 1 ��• y N5<�MP AND .PGMP 4AA •A ;AA FAA �A�CH BASIN .AA DAM ( F-0.3 PP S n a ° CATCH BASIN - TANK O N'j- p- P 1 p. Ay 44. JRIM 444. GRATE pl N g Al PROTECTION RIM 44d eT AN q \ Apy' BASIN ap° F-0.3 CONTwcr CIT lF wrvr r F .3 NA5 : J PEROT s� PVC NE 443' LIMIT OF WORK yF,p•) 51 EDIIIPMENT y @ / WORK MAY APPEAR TO LATCH BASIN Ay1 AAy P pph'. / IMPACT TREES OR TREE py p STANDARD GRATE LIMIT OF y. • 1 / AN 1 pp 6 CRITICAL ROOT ZONES ANN 6 ° A A p RIM 444.02 RAN �' WORK (NP) N°, PAy TESC NOTES SEE SHEET F-0.3 SIERRA HEIGHTS PAt I Apt Pppy •PPA .°p N PpA� NN9 A •AAA. AA g : P AN q'Q/4' y� A ° N6 AAA p y y6 6 AAh pPypAh1 y STORMWATER ELEMENTARY NIN gE�S�zN�� a Ayy = Ay AyA0`?u / PLAYFIELD 1 F AAy ANp9/ i4py��, yo �y2�gp5� pA z N,2.36 0E6 PAy. I y^ A . ygA Npy POLLUTION PREVENTION RENOVATIONS A PAN •A / _� •d y's 3 PA9 No �BN Ap9' _ ay9 pph NP pp y B pZ .AN .ANN_ I •AANo A • / •AG .Apy. • / • i 4j y0 NP �,6pp6Ap g AND SPILL CONTROL / 6 P 6 •° 1 /pph yR .N A, (SWPPS) NOTES LL 6 No P � No `Y Apj P Az 1 g / •ANy. • IS, ,AK' NdO6 AO6 _4;1 ,pAPy A6' O AAyg 1. NO HAZARDOUS LIQUID PRODUCTS, INCLUDING BUT pA AA' P O .per l N Ay Ay A .. p NOT DMRED TO PETROLEUM PRODUCTS, FUEL, APp "� MAI ppA, AAyo •A p5� •pNy NAyz SITE BENCHMARK Pyb 'Apy6 Apy pAy'g / /AAg. Apy p�6 e 1 - SOLVENTS, DETERGENTS, PAINT, PESTICIDES, n / py py CONCRETE ADMIXTURES AND FORM OILS SHALL BE NORTHING: 310745. 18 _ 1 Apy. " A STORED ON SITE WITHOUT PRIOR APPROVAL. IF ppp3 1 I A y EAST ING 13445.7 18 - -ye REQUESTED, THE CONTRACTOR SHALL PROVIDE FOR IN ELEVATION: 445.79 FEET % O TE PORARY INTERCEPTOR 3 A I , g Ah- �a y : AAF'. ! SPILL CONTAINMENT IN ACCORDANCE WITH KING p ) • Ay' • py' g yg ,p : ah' he CONTRACTOR TO PROVIDE MINIMUM (2) 4,OOPg I p A'}-- 6 p0y COUNTY AND CITY OF RENTON REQUIREMENTS. a ALE P. 1 F-Q. N P Apy' pA pA �`'^ P` .1-11p� iP 9 A O ApP. ppy o GALLON CAP.�LCItt POLY -TANKS OR APPRT2OVED ppy Nay ppy pA1 CONTRACTOR SHALL PROVIDE A LIST OF THE TYPES O MI N NN6 _ ', AS ENFLIAL AS NEn&SSARY FOR N§tMMENT - SANITARY QARY5BEN, AND SIZES OF LIQUIDS THAT WILL BE 4 p N P_ ApA' ANA Ay? O �, PA -SETTLING. a6 0 + :. TYPE II - STORED/HANDLED ON SITE. CONTRACTOR WILL ALSO pP 1 A A pph' / \ FIRE LANE SHALL NOT BE USED AA4' A P LADDER NORTH SHOW THE PROPOSED LOCATION FOR STORAGE ON 11"d FOR STAGING OF ANY 9 PVC S "I - q• PVC B442 A PROJECT SITE PLAN AND WILL PROVIDE A DA HOGAN Np'N ROCK CHECK \-c-"' Aye '� \ / + MATERIALS. VEHICLES. T1=sC p pp' pp'I PROPOSED METHOD OF SECONDARY CONTAINMENT. IN DAM (TYP') F-0.3 'A Apy9 / ANV'4 Ny, ppy? °y 'NAy REMAIN OPENFACILITIES AND 6DREQUIRED TO p pP6 1 g ADO P n �� THE OWNER'S REPRESENTATIVE AND THE CITY SHALL ^ 1 p y y REVIEW AND APPROVE THE PLAN PRIOR TO LL 119 Iet Avenue SuuLM1,SAGUEI P. 2os2Rs.o4m 1 / UNOBSTRUCTED AT ALL TIMES. y SaaNa, WaaM1ingmn �101 wwwtlaM1oganmm ANN - 0 O Ay IF DAMAGE OR FADI NG OF FI RE 6 HYDRANT15 V AP1 &WATER VA '- S STQRAGE' y- APy pAO' Aa'' e LANE STRIPING OCCURS py' y y / �WATEA a+ 11 2. CONSTRUCTION WASTE SHALL BE PROMPTLY AAp" No DURING CONSTRUCTION, 1 Ay . g p / CATCH BASIN p6' VALVE p1 pA pp(���[�TI A A REMOVED FROM THE SITE AND SHALL NOT BE STRIPING SHALL BE RETURNED e CATCN MfTWO p NP9' 6y © STOCKPILED. F-0.3 q9 q ,ppA I •pj .A N yh 1 TO ORIGINAL OR BETTER STANDAR �Yq yg� NA9P� pA1' NAM, pPy' yy AAy .&M ppy' CONDITION FOLLOWING g g�Mpy4BNE 443.291 Ap6 N° - P1 44 1 3. NO STATIONARY FUEL TANKS SHALL BE ALLOWED. / y / N pP PROJECT COMPLETION. U / o- p1 �:: NA1 y N oE"VN MARKjR-POST 9 Ta. O (^p6 - �3h : pe Ny� N1.. - p pq. 49a d 49.T__ 4. FUELING OF CONSTRUCTION EQUIPMENT SHALL BE A H ±' P MOBILE FUEL TRUCK AND SHALL BE ALLOWED ONLY v 1 pay' I AAyy g 9 i A°a- Apt Apt d1 i p'1 Sa p1 Ag. / IN PAVED AREAS. CONTRACTOR SHALL PROVIDE A O « x IIg pPy- PLAN FOR FUELING AREA SPILL CONTAINMENT TO P6 ANP/ = N NIAgppA�yA / ny p 1 / / Aa1: AN ap g.. THE OWNER'S REPRESENTATIVE AND THE CITY OFOD OF n ¢ ' m L- / yy •AND g ,No ,Nb91 / AA;I S _ g Gp1 °t"- ApPP^ g f L CONTAINMENT. THE OWNER'S I RENTON WITH A PROPOSED MREPRESENTATIVE AND PyA 1 .°p AN, 3 0_ pa'I pP1'I' y' i THE CITY OF RENTON SHALL REVIEW AND APPROVE YDNA4 E y _ Nph' gy •Pp6. / Np'l i P •Ap1, y AAp I E THE PLAN PRIOR TO FUELING. ALL SPILLS, pd O� h g pp1 p9'2 AT ' a - e g+f CONTAINMENT, AND CLEAN UP SHALL BE THE p 1 6 Aa py' p6. P A AA Ppy z Npy'• a a z AA y g CONTRACTORS RESPONSIBILITY AND AT THEIR OWN Apy .AA1 ip0'4 � I AyP i EXPENSE. Npp' P NOR) y A y _, pe" - - 5. FUELING OF CONSTRUCTION EQUIPMENT SHALL ONLY y 9 - O •PP1. P1 •pA9' 1 P1 ApN 0 A0 0 y O 1 y p Pp1. ` AN1. 1 A 1.Np1 Nm aN d n& A I py BE ALLOWED DURING DAYLIGHT HOURS. AA / p'I' / 1" y A'I • g�/ P AAy p '�1 CEDAA O ppy' aIRD BASE 2PID BASE . p pal' pp9 •A + pp0 K y 6. THE CONTRACTOR SHALL REMOVE FROM THE SITE FA AAN o IdN - apy pplj AA1 Ayo pNe' e. a A AyI ALL EQUIPMENT THAT REQUIRES SIGNIFICANT REPAIR. 2 CONSTRUCTIC CCESS, USE 2 .. Aay AA6 Ic® MINOR REPAIRS OR MAINTENANCE MAY O ALLOWED e ON SITE IN AN APPROVED AREA THE CONTRACTOR 3 PLYWOOD STEEL PLATES p0 p rQ TORM CLf y F-0.3 2 A A' Ice SHALL SUBMIT A PLAN FOR THE PROPOSED a g y pal' 1 Ap,. y y OVER PAVEMENT THAT IS NOT Ape: a� pPy py y LOCATION OF VEHICLE MAINTENANCE AND REPAIR O Me PS' AN1' p1' Ad1 o /PART OF THE FIRE LANE Ave Ag' A • _ pA'j I pp1' ANSI ,p Ape' / a -pe _. DR.o Py AND SHALL INDICATE THE PROPOSED METHOD OF f1 NORTH 9 o p0 y I pp10 N1 °'. .Ap6 �Pg' AAP pP8 NO 4i.A6y.' 12' LEDA CONTAINMENT FOR POSSIBLE LEAKING VEHICLE Y NAy' yh I� o + 6 •A z eg 6 0 lg FLUIDS. THE CONTRACTOR SHALL ALSO PROVIDE A r z pP pa •P pA1' Np1' \ AAg' a° pay A � i PLAN TO THE OWNER'S REPRESENTATIVE AND THE NISI,_ I p1 y g y A A I CITY OF RENTON FOR THE COLLECTION, STORAGE, N 0 20' 40' D Np9 •ya1 r R \ p1 y 16 •p .Ap10 pdN 6 : p1 5 ,Ap1 Pp1 g Ap19 P ri REPRESENTATIVE AND DISPOSAL OAND THEECITY OF RENTON SHALL OWNER'S U SCALE: 1"= 20' p A A1' \g p I REVIEW AND APPROVE PLAN PRIOR TO ANY ON -SITE p NNyp NpT b. AN9. A PNo' + 5 ) RN MAINTENANCE. BID SET u Nay' U py ANyg pp1 g `. + Ay2 ✓ -A AAg' N Tr 7. TRUCK WASHOUT SHALL NOT BE ALLOWED ON SITE. No p / / ,Apy •p 'NAyg - NO. . °N9 e� THE CONTRACTOR SHALL PROVIDE TRUCK WASHOUT DATE 6-16-21 •HONE PLATE I NN0 O �- p1 9 \ Ph ' _ " 449. 20 e' OFF -SITE AT AN APPROVED AND LEGAL LOCATION. N NNeT'j0O/FgH9CC p1 y p1 y • Ap\ ` / •°Ny+ • °yy 2 / Py 1 Z APy py-yAP06 AP60 Aga pPgZ y 8. CONTRACTOR SHALL PROVIDE TO THE OWNER'S I REPRESENTATIVE AND THE CITY OF RENTON THE SCALE 1"EI FILTER FABRIC o 6 •N •A dy' ° A y'%' 7 pg c s pa 'yy '1S A 'Be h+ 1`' 9p A Apy Np A pe yo' LOCATION OF SPILL RESPONSE MATERIALS. tc Pp6. •PFENCE (T/P A -0.3 AN, AA1 PA1 Apt 1 4 DRAINAGE MANHOLE i• g d MO. p\ STI CONTRACTOR WILL AL50 IDENTIFY DISPOSAL < - A, _ _ N' / qyw 44952 I N P9'' \ METHODS FOR CONTAMINATED WATER AND SOIL DRAWN DMD/REF ��l.� \ pPh PAy P®y BENC G"1 AP1' NO SACK STOP NO .Ay y Py.N ° PORTALyE� `rAFE FF WEST gyp _p990 AFTER A SPILL. "Y"'YYp g % 2 1 Ay. p } / / \ 12 PVC N 39 BE Ag A 9, THE CONTRACTOR SHALL PROVIDE A REPORT TO N6 z Ap6 . AN' 2 FAR y NA1 6 / •Apy. pp0' 3 Q GAS p NPy p m i, py N I2 PVC E 39 IE gyp' AAg AAg. - NAg' THE OWNER'S REPRESENTATIVE AND THE CITY OF CHECKED DUl �ICD Ae AAy' pe'N y 1 ey 1 (' o .� I '1 RENTON IDENTIFYING THE PERSONNEL RESPONSIBLE c P y + CGA d o, Ay PP A0 mo Py ( COPYREM 2@I DA.H]WN®ASSOWRS B '. PP N69 aAy' pph pae 6 AN LIM ywme p ye a 1TP 9g ,° IC \ - - AAg' 9y FOR POLLUTION PREVENTION, INCLUDING CONTACT ` T y Ny0 g A + �. 2 pp0' Npy' pp0' pyy apy PAy Np0 NO,ti o pgNa' pg 451 3Q51 = 49 52. AA INFORMATION, AND CLEARLY LISTING THE c pP Nph, p ppy' ppy' / pNy' _ _TOE- - - - - - -- - - - - - - - - - - - - - - - - -- -- ?OE.. _A a STEPS a 5e^ g Ag yz +, RESPONSIBILITIES OF THESE PERSONNEL a u i NAB., NIHAND AARA 4 O-�� 0 0 A9: \ •• pA.`pPg 6a g ^ y / \ \ Iy� Q, y4_a�.Y-1 �� 1 1 1 1 1 1 I I 1 I .1 1 _ 5a;-9 �44s 15 A W%HpNo PAIL--A9 _ ,g . STEPS 10. THE CONTRACTOR SHALL PROVIDE A DESCRIPTION P 0. g l �-�r-a P 9 Ag 4 a Ag ya 12. �\ A�y A L \ \' NP NA + NA 4ae. z i ,I J 45A s4 ,•�- - - - - ,A Ng A A q W/HAND RAIL OF THE PROCEDURES TO BE USED IN MONITORING i / 1 \ NO y \ \ I Npe h �0+. AO+_ +�' �+� I� RAMP _ - py �� �p T, 450 21L'--4- 4` THE POLLUTION PREVENTION BMPS AND RESPONDING TESC PLAN 1 1 2 \� �L• ypp0 • , 1 1i- -i - -.� NO. m LIMIT OF I`A/HAND RAILS 1 AIR i LIGHT sTANDARO j i TO A BMP THAT NEEDS ATTENTION, INCLUDING ,�, p� / +. _ RECORD KEEPING. a / / v \ Iwo Oqj 3 pP9. Ay L y : Ayy / I •Ny�y / .Ayh _T -NOp9 y / .l6 1pg �ORK (TYP.) PORTABLE -j i PORTABLE Oo D' I 11. THE CONTRACTOR SHALL PROVIDE A REPORT TO N AN F y p 0%II RAMPAILS N p THE OWNER'S REPRESENTATIVE AND THE CITY OF ` N13 z y -Ay. NOD' I RENTON IDENTIFYING THE PERSONNEL RESPONSIBLE FOR SPILL PREVENTION, INCLUDING CONTACT �Np t0P Ny w,-------------- i INFORMATION, AND CLEARLY LISTING THE t ,LII -____ I I RESPONSIBIUTIES OF THESE PERSONNEL SHEET Q-_----_ INSTALL CATCH BASIN AAg 12. THE CONTRACTOR SHALL PROVIDE A DESCRIPTION y PROTECTION AT ALL INLETS OF THE PROCEDURES TO BE USED IN MONITORING E DOWNSTREAM OF THE SITE WITHIN THE SPILL PREVENTION BMPS AND RESPONDING TO F-062 Know wha4s below. 300' OF PROJECT LIMTTS DEVELOPMENT ENGINEERING O A SPILL INCIDENT, INCLUDING RECORD KEEPING. Call before you dig. msippo 07/30/2021 R-418903 SHEET 3 OF 18 rn 00 iT V C) 1 T D D n 1 HEIGHTS L7 �P C� 2 LT T P3 T� /� D T� LT T T T 4 5 OF 6 7 SIERRA HEIGH S ELEMENTARY SCHOOL 1 TOPOGRAPHIC HIC S U RVE� PORTION OF NE 1/4 OF THE NE 1/4KING COUNTN 4, TOWNSHIP 23 N., RANGWASHINGTON REVISION DATE p3'p poi A2y PA.' ND2O`Ix pp2y pP2'A pA2? pp2 pyyp IS pAp2p2 p0 Noe, AA2y NO NO pA2! - NAB p3� AA6 CYCLONE FENCE pA9 Np0y sEF 0 P p p P - - A pA. 9 p9 2 2 a2 2 P2 2 2 A2 9 'i a p9 0 . .� p 1 6' CYCLONE FENCE Pp 2 ap2' P2' 9 No NOI NARApA2' NA p pa P pA2" pp2" y\ AP �3�\\ �p3,'pP 0 P pA pA P pP.j. p pP �ttJ A,jh pa 2' 9 1 A�t \C pp2- .paw 9 p2I pp2' pP2 pp2' - ' 2�'8 pac' <� P3 .. P3' A3 S P p2" p3' 2 2 0 py. p pa2' p°9' Pp2 2 pA2 pQ2 pP / - A P .j AP°'" O P p 3' A 2��AP3b A - /p3 Pp9 Ap0'0 pA3 'Ap / •pA0 6 pph6 9 pA3 AP /p,3 pm LINE �� � pa e -2 29- 2 9 ^"' b o- SURVEYOR'S NOTES: a 3 9�' 3�' 2 N O Pp3' Qp9' pz. p Ap9' api. p,P1 pp3pp3" pp3' S �T pP pP pP3' p32 ApA.pP3' p36 \ P / p A /Na z A A \ / p3 %a5 pp� ANTI 1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED A / BY FIELD TRAVERSE UTILIZING A ONE (1) SECOND THEODOLITE //�• PLATE / \ 9 WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER n t o n STORM DRAINAGE MANHOLE Ro- 0 AAA' N NAN RIM 444.n A. "' GLOBAL ION AND REAL TIME KINEMATIC (RTK) / STATIC PA3 ,A6 p N TYPE i1 Ap -' - GLOBAL POSITIONING SYSTEM (GPS) LINEAR AND ANGULAR 9 pP b 9 p0 Q2 LADDER NORTH >p, CLOSURE OF THE TRAVERSES MEET THE STANDARDS OF WAC pA01 pp'+0 1 Pp2b\ AAhN 1 pay' •Aphy . a9 pa'P/ ppp2 AAAz AN App33' ERE BE 441.971E AAg� 332-130-090. SCHOOL DISTRICT AAyy AN" / •pp0. / \ �cnreN a451N / c4sH ansm p°p0 D°Pb AV�Eai 2) LOCATIONS OF UNDERGROUND UTILITIES SHOWN HEREON ARE 1.STANIAR GRATE / -� STANDARD GRATE BASED UPON FIELD MEASUREMENT. ✓ RIN d42.65 / b p b 444 00A 3) TOP OF VERTICAL PIPE 442, SEX AAA. 6IMPVC E 4d1.24 1E SURVEY pA yp9 THIS SURVEY REPRESENTS PHYSICAL IMPROVEMENT CONDITIONS AS / App2 •AA° •paA' •ApA'' p9 1 1 4" PVC E 442.621E THEY EXISTED DUNE 11, 2020 THE DATE OF THIS FIELD y g pp ppp. 0 ApA' py p.A 'oy.2-?' DURING THE COURSE OF THE SURVEY NO EARTHWORK WAS AQh9 pA 0 •pA'' ape a •pA •pP P ,% BEING CONDUCTED ON -SITE. SIERRA HEIGHTS ,Ae .� NA99 /ppA� •pn :pA1 N FAyy 44s LAYCADUN[ 4) THIS IS SURVEY WAS MADE WITHOUT THE BENEFIT OF A TITLE PN / E9UIPNENS. REPORT. NO ADDITIONAL RESEARCH HAS BEEN ATTEMPTED. ELEMENTARY • ' y A'p STANDARDCATON S GRATE 9 A°0 / / 9 Apa. pA 5) IT IS NOT THE INTENT OF THIS SURVEY TO SHOW EASEMENTS DR AAA1 AAp 0 AAA1 Ay • pp: • Ap gIM4d4.02 pAN. AA- - ?� RESERVATIONS WHICH MAY EFFECT THIS SITE. PLAYFIELD z ppA3 ppAA •AAp Ap App.e' p Appb p°' ?pp •pAAb P ` pay p 6) THE PURPOSE OF THIS SURVEY IS TO PROVIDE EXISTING CONDITIONS RENOVATIONS 0 NAN ' NAN ' AaA AN!0 AppS •pp /P h', 9 9y FOR ENGINEERING DESIGN. 8 AN / / 7) CONTOURS SHOWN WERE DERIVED FROM THE DIRECT FIEL❑ _ .350 5G b,. 1 MEASUREMENTS SHOWN HEREON. 0 y A4f'J� AAp9 �\ `� AZ OEPPIN p9 Apy AAy VI. ApP y AA9 ppJ / ay '" �,V`'' PA"b �h2� A5/ •pph 2 NOZ SS OF a - 9 - 8) CONTOURS SHOWN HEREON ARE TO NATIONAL MAPPING STANDARDS. S 6 0.' 0 : ONE HALF CONTOUR INTERVAL. 9 p Ppp1 .AAA �� •P 'pa P 9 AAy. pPh'A t0P5i AA9' pPh Np9 Ay9 __'pP= A2 : pp' NAN 1 �/ •A pp9' / Pp 0 pp6 9N v / 9) THERE ARE NO DIRECT LIMITATIONS OF USE PER MAC 332-130-745 2G. •Ap NAN p�P' Ape .AAy Ap9 pJ pN6N JO) UTILITIES THAT WERE VISIBLE DURING THE COURSE OF THIS SURVEY r ARE SHOWN AND REFLECT THEIR FIELD MEASUREMENT. /0) Ay 3 Q py pPb O P6 ♦ N 2 / O, A9 N' o. Ayb � Ay b .�`""' AAG 11) THE INTENT OF THIS SURVEY WAS TO LOCATE VISIBLE UTILITIES, O AA' p0 9 A A p aNy �" O .� pe'h.'pO,N 6z :! STRUCTURES, CONTOURS, SPOT ELEVATIONS AND DESIGN A pA pp9' . yb y ppb' 9 y A a. pA FEATURES IN THE AREA OF THE REQUESTED SURVEY. p 1 • AA p9' • Apy /QA p BEYOND WHAT WAS VISIBLE ON -SITE, ND ATTEMPT WAS MADE TO p9 pPA' pPA' y0 • 2 SITE BENCHMARK ° / ' Aeka 3 pAy9 OVA, Ae A__'S LOCATE UNDERGROUND UTILITIES. n AA NN A5 AA" NORTHING: 190563. 90 / •/ AN �A FASTING: 1310745.18 45 ELEVATION: 4495.79hF�ET / py b pA@3. _ BASIS OF BEARING: 04 A / + Ap06 Ap90' •Ay9 Apo' AAO. AAyO aAPa60pA0 A' p9' A aF+ ,pAy Ape WASHINGTON STATE LAMBERT GRID NORTH ZONE COORDINATES, DA HOGAN A Ap9" p0' Ab" p y b 4 ^ pa pppb pp9 py? 9 PQPt_ / pp6' AND Apy y:. y 9 OADy._ AS PROVIDED BY BASE SURVEY. W •A • • / • •pAh' '- / • ' A 1391e1 Avenu IM1,Su41N W P 206.205^Omm p P P A6 'P6 pp0 pp<t SaaNw WaaM1l 94N4 wtlaM10 ppyb t \ / , , p ppbb p9 BENCHMARKS: 9 / pb' 2 AAp' A9' p AMR. • AA9 4 pbN AAy •p Py p61. .Ay9 . - BASE: p 1 A Q p 6 a P A _� CITY OF RENTON BENCHMARK NC.2110. FOUND 1/8" BRASS PIN A'2 py pA9 °p0 y p py 6 THWART TO e : RAO. IN 3" CONCRETE MONUMENT, INCASED, LOCATED AT THE STREET C b No. Apyo Ap09 9 •pa pAy. .pA9'.- - INTERSECTION OF SE 16ETH STREET AND 116TH AVENUE SE. ppa Apy pp6' Apy �"� ELEVATION: 448.14 FEET ' 9 o / CATCH BASIN .AAA APy .A p h STANDARD GRATE °' SET MAR NAIL IN ASPHALT, NORTH PARKING LOT OF SITE. APy 3 pNy� aAy� pe, RIM 446.Bd ARE.Ar ��' Apy 9 0 / pb' py' •A 0 pp60 1 y B""=vC ME x9 <E--�_ 1.A +/-13.7' WEST-SOUTHWEST OF POST INDICATOR VALVE, ah No aApe� AP, pN 14 0 pA _ ELEVATION: 444.98TOF FEETCATCH BASIN. NI A 9A A h Qp12 pp1 pA1'".-'1: 2: - pQ pp ',Ao •py p9'g / ppOA / /• •P Apt 2 p1 •A yA / bA / pA1 �a,1 pA� VERTICAL DATUM: 0 � " p •A pb `' •pp AAA 95 .ppy0 p09 / NA Apt Q°1 P 1, NORTH AMERICAN VERTICAL DATUM OF 1988 (NAND 88) . m / o. 1 .p / Apt y y A't AN1 b AA9' y 'P Ay / NO '0 1 P pP1 9 2 PAyy IpAy ANy� Pyy 60 / i •AA 'p1 '°A1 AP1.Q p /Qpy. 1 9 Apt. 'cAp"..'' LEGEND: to pA 0 •Apy' peg / 3 p y AN 1 °0 0 = STORM CLEAN DUT(SCO) / 0 AN, NO Apt 1 P kA N/ AN' pall AA9 t \ / AAA •,. / y 1 •Ap1 AA11 Al AA9 •.✓ pt8 Apy' Z = IRRIGATION CONTROL BCX (ICB) cn pp9' II BASE j IA •BAD BASE Aa1' par \ A^1 ,%.'pp0 = POST INDICATOR VALVE (ICB) Q NORTH p O IPpO pp0 pA1� pal? • pQ00 / ApO 0 p9,A p�• j z / e2 - = FIRE CONNECTION(FC) Q ° / AT AA A D p9 / py 3A •p 9 •Ap13 1 p1g 9 pp02 .i_ A.0ALp0- P0• p p1p AN, ly p1. NA'. P •pp1? Apt p00 / N pA AA0 P pA N D 2D 4D' D / P 0 Apy. p / p0 U AN / y 5 9 pb b 1 p1 0 p1 9 • / A ppyA ,. p pp� Apy' - SCALE: 1„ _ 2d Ap NA' •p I ANT Aptb \ \ No pb" A ... INOTE: BID SET b pb 60 E pp9' n ply p1g \ A'Ni 1 STAMPED/ SIGNED SURVEY ON FILE MP 0 p1' 9 9 y -. DATE 6-16-21 ply 1b A •III 9 apt pp9' pal y \ : 2. NOTALL UTILITIES SHOWN ARE FIELD VERIFIED-D.A. IAA"'9 a .Ap pbb 1e.pp1 pA19 pp0 p' - HOGAN HAS MODIFIED THE SURVEY IN SOME A 1 \ A pp' py:- I NSTANC ES TO INCLUDE AS-B UILT UTILITY UZ PNy Apy �' pp19 i ' ' • J 1 p0� p INFORMATION PROVIDED BYTHE OWNER. FIELD SCALE 1"=20' A 0 Apy' m pp9 VERIFY AT INITIAL SITE PR EMANATION WIN ERE NOTED uPAh p,A ME PLATE pAy 0 pp1 �' / \ / e 0 pP0 P 9 1 / Ate' 3 b'' Aa& : :p IAND NiB�Ft ,lCF 3 9 i pPd� Qp0' A\ • / 0 , p0'A \ AA0" NA, NO pp Aq, pg2 a5 / pp1' pp1' p \. pP Q A b P pAyb,py� C pAy1 pp.1O 1 p1 h, NIP 11p1/ A p02 `• p00, P •NO yA Apy.'c� IE 'YC F,p PP0 PNy Apy p®b BENC 061a AA1, pp1. BACK STOP pp1' p "Sii 3 0 A Ape. / Ip A PORTAB 9 �F 0 2 6 e, 0 2 PO + ap0 p A • 00 pet ppb pp1" pp1' pp1' pp1. •pP P p0.p pp9' AN y N p 1• / ooiiCB O N aA0 y 0 p P h 1 9 1 9 0 rn pA Apo \pb 0' PAD+ AM Ns aC O ICq DICE Ixice A b 0y0 AA9 1iAp0 Apo 10 AAI m , G a4'0 0' p 1 !' Mo.No Aa0' p0. AA AA0 pP0 PAy Ma AN lam' 451.39 n A py. N pAy'•aAe TOE.--...- .---- _ -- ----.TOE P 0 ' IsERB p � 448. 0 PO A 0 / AA0 N/NAND RAIL "� 0 . E r �09 pp1' p0 .' pA9l \,` t� .5 ' "•T 1.':9 4ns 15 A°�A '... ..7 � f. ; - -N/NANO IUIL - .A P N Ap9 \\g, .2 �. 451,94 7, pA9 0 / .pp0 pPO� y, -�p0,� Py= Ny 0 " /HAND RAILS I- OAI\pPpOA pa0' \ P9 1 I', POPTABLE z 9 r2e ppb 0 I h y .6. r AICI r) p50 PORTPBLE 1 AS ay ATE- J . P (. ' b 0 _phA_ _ , _ _ ' � py 9 1Ao lj i v pp2 / A b / A9 3 9 DEVELOPMENT ENGINEERING O pA1' � 450 - `- " -• " - TOP o------------ msippo 07/30/2021 A9 Ppy4-------- RIM pFAI114T£ NANHDLE 1 449 92 f ' pA9 K TI HEST f PVC E 39 !E i 449 sa :2... Po. v •pp90 1�! R-418902 DRAWN HER CHECKED DLA LOPYREM ©2@I DA. H]WN ®ASSODATES TOPOGRAPHICAL SURVEY GDEX DATA NE -NE 4, T23N., R5E., W.M. SOMNY PoR ❑A HOGAN 119 EST AVENUE SOUTH, SUITE 110 SEATTLE. WA. 9B104 KING COUNTY, WASHINGTON CENTRE PINTE 096 PA 14209 29th Street East, #105 - Sumner, WA 98390 253-987-5924 main 253-987-7859 fax DRAIN M: O WOODS CHARED BY N LARSON DAM JUNE 22, 2020 NIB NANR TORO SOAIM 1" = 20 IOU NOI 3990 SHEET F-0el SHEET 2 OF 18