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Home My WebLink AboutzS-3616Setz U w 0 a F EZ Z 0 U) Z W X I.I.I cr I.I.I I.L.I I- U_ F- _) 0 J O O U W d CIO U) LEGEND a O 0 SANITARY SEWER CLEANOUT EXISTING PROPOSED ROADWAY S r,► ROADWAY CENTERLINE n✓ -- -�. PROPERTY / LOT LINE Tb A RIGHT -0F -WAY 4 - _- _ - -___- BOUNDARY LINE - -- M EASEMENT LINE - - - - - - - - - - - - BUILDING SETBACK UNE - ....-- _- -------- - - - - -- _-___-_._.__._. - ROLLED CURB AND GUTTER A - - - -- - VERTICAL CURB AND GUTTER T t CONTOUR (MINOR) ------- ��? - - - -- -- e1z -- CONTOUR (MAJOR) db -- FOOTING DRAIN FLOWPATH `f` m SPOT ELEVATION LI T TOP/TOE OF SLOPE -- �__.- ---�— ____�_ -�___- 1----__A CONCRETE SIDEWALK f e9 0 CONCRETE BLOCK WALL - Ix ROCKERY c -�.o 0000000L- l BARRICADE 0i SIGNAL JUNCTION BOX BOLLARDS a a SANITARY SEWER STUB MARKER POST MAILBOX TRAFFIC PEDESTRIAN POLE o DOWNSPOUTS O 0 STORM DRAINAGE DOT . -, CATCH BASIN TYPE 1 W /GRATE it TRAFFIC SIGNAL POLE W /LIGHT CATCH BASIN TYPE 1 W /SOLID LID LN DRAIN CATCH BASIN TYPE 2 W /GRATE CIS' E CATCH BASIN TYPE 2 W /SOLID LID O & STORM DRAIN MANHOLE G OO m BEEHIVE MANHOLE a FIBER OPTIC STUB MARKER POST YARD DRAIN (ROUND LID) O CATCH BASIN YARD DRAIN sa FINISH GRADE STORM DRAIN CLEAN -OUT Oco rC) STORM DRAIN PIPE - o C` ROOF DRAIN --------- ... _.- TELEPHONE JUNCTION BOX (UG) SO SERVICE 6" CPEP WITH Ij, SATELLITE DISH INVERT ® END OF PIPE ...._.. _._._- __._... _.0 GALV SANITARY SEWER MANHOLE a O 0 SANITARY SEWER CLEANOUT 0 SOS O SANITARY SEWER GRAVITY S r,► SANITARY SEWER FORCE MAIN n✓ -- -�. TRAFFIC STRAIGHT /RIGHT TURN ARROW Tb A STRAIGHT /RIGHT TURN ARROW 4 4 LEFT /RIGHT TURN ARROW v M STRAIGHT /LEFT /RIGHT TURN ARROW 41 BLOCK LEFT TURN ARROW S 1% RIGHT TURN ARROW A A STRAIGHT ARROW T t HANDICAP PARKING c4•- & BIKE LANE db cO6 TRAFFIC SIGN `f` m INFORMATION SIGN LI T STREET LIGHT m- SOIL LOG CONSTRUCTION SEQUENCE: 1, THE CONTRACTOR SHALL COMPLETE THE INSTALLATION OF THE SANITARY SEWER LINES WITHIN ONLY ONE ROADWAY BLOCK AT A TIME AND SHALL COMPLETE THE TEMPORARY HOT —MIX ASPHALT RESTORATION OF EACH ROADWAY BLOCK BEFORE BEGINNING WORK IN ANOTHER BLOCK. 2. TEMPORARY RESTORATION OF TRENCHES FOR OVERNIGHT USE SHALL BE ACCOMPLISHED BY USING HOT —MIX ASPHALT (HMA). STEEL PLATES MAY BE USED OVERNIGHT TO COVER THE LAST SECTION OF TRENCH. STEEL PLATES MUST BE PINNED DOWN AND ASPHALT RAMPS /WEDGES MUST BE PLACED AROUND THE PLATES. STEEL PLATES SHALL NOT BE USED ON STEEP GRADES OR WHERE STEEL PLATES PRESENT A ROADWAY HAZARD. EXISTING FEATURES WETLAND WITH BUFFER � v i 0 WETLAND FLAG — CLEARING LIMITS POWER POLE W /DROP LINE & LIGHT FILTER FABRIC FENCE Ili[ BIKE RACK -.7`- POWER POLE W /DROP LINE, LIGHT & TRANSFORMER INTERCEPTOR DITCH �J DEBRIS PILE -<$ POWER POLE W /DROP LINE & TRANSFORMER ® fir FIRE PIT c POWER POLE W /LIGHT GRAVEL CONE BUILDING RIP RAP PAD BLOCK BO BLOW OFF BOW /BW BOLLARD 1' POWER POLE W /LIGHT & TRANSFORMER BW u HORSE SHOE PIT -0_ POWER POLE CATCH BASIN R MAILBOX -V_ POWER POLE W /TRANSFORMER CLR m MILE POST MARKER LI PAD MOUNTED TRANSFORMER CLEANOUT -G SOIL LOG [Pi POWER VAULT /MANHOLE CONN -u- SIGN Ix SIGNAL CONTROL BOX CONTINUED �` - SEPTIC DISTRIBUTION BOX 0i SIGNAL JUNCTION BOX CF CUBIC FEET SANITARY SEWER STUB MARKER POST J }, TRAFFIC PEDESTRIAN POLE DEGREE OF CURVATURE Svv SEPTIC VENT G-: -- TRAFFIC SIGNAL POLE DOT . -, STORM PIPE INLET /OUTLET G: -- TRAFFIC SIGNAL POLE W /LIGHT DRAWINGS D DRAIN EDP EDGE OF PAVEMENT E Co STORM DRAIN STUB MARKER POST & FIBER OPTIC MANHOLE ELEVATION m ROOF DRAIN a FIBER OPTIC STUB MARKER POST EXIST It CATCH BASIN r < -- TELEPHONE GUY ANCHOR FINISH GRADE FIG CABLE TV MARKER POST rC) TELEPHONE ANCHOR POLE FL/FL C` CABLE TV RISER L <� TELEPHONE JUNCTION BOX (UG) FEET Ij, SATELLITE DISH Cr) TELEPHONE MANHOLE GALV ^;- LUMINAIRE W /ARM Y TELEPHONE STUB MARKER POST GATE VALVE rt LUMINAIRE -G TELEPHONE POLE LANDSCAPE LIGHT D TELEPHONE RISER >: ;..� YARD LIGHT (UNDER 10' TALL) '0' FIRE DEPT CONNECTION VI GAS STUB MARKER POST HOSE BIB iD GAS VALVE LR1 IRRIGATION CONTROL VALVE oc0 OIL FILLER CAP G WATER MANHOLE P& GUY ANCHOR WATER STUB MARKER POST P -G? GUY POLE mv"g MONITORING WELL <1 POWER GRATE O POST INDICATOR VALVE ELECTRICAL JUNCTION PULL /BOX ,. SPRINKLER HEAD 3 ELECTRICAL STUB MARKER POST (55:1 WATER VAULT A ELECTRICAL METER WATER WELL -- c - -__ GAS - -T1- - - lj - - -- GUARD RAIL Oil OIL ------ C;- - - ---- FENCE, BOARD I, POWER (BURIED) —: < -- FENCE, BARB -WIRE P - POWER (AERIAL) ---- --4- - - - - -- FENCE, CHAIN -LINK PO FIBER OPTICS FENCE, ELECTRIC i T TELEPHONE (BURIED) �- -�<°j� - FENCE HOG WIRE - T - - TELEPHONE (AERIAL) - --_- FENCE, SPLIT RAIL - c TV CABLE (BURIED) -- - -- FENCE, WIRE - -- c -- - TV CABLE (AERIAL) - - ---- -0 -- FENCE WROUGHT IRON - CREEK OR STREAM CENTERLINE -I I- RAILROAD TRACKS WETLAND WITH BUFFER � v i CONSTRUCTION ENTRANCE WARNING: THE UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1- 800 - 424 -5555. T.F-S.C.P. — — — CLEARING LIMITS 0 FILTER FABRIC FENCE xx— 2 CUTOFF SWALE AMERICAN NATIONAL STANDARDS INSTITUTE INTERCEPTOR DITCH ANGLE POINT -- O - - -O-- N.G.P.E. FENCE ® ROCK CHECK DAM ® SEDIMENT FILTER ® STRAW BALE BLIND FLANGE GRAVEL CONE BUILDING RIP RAP PAD CONSTRUCTION ENTRANCE WARNING: THE UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1- 800 - 424 -5555. CONSULTING ENGINEERS LLC �`ylP ' %I STE K , � L 0 ® 18t5�' "s"� 1® 1101w1 Bb8 O, 9Wt• 210 FW0OaI WW, WASSOW www•esmciviLCOm CM, Ec9lneen ^9 1 v kl+euw'v°i"a"y°en.ea 1 axawnl"a°cnneew,• Public Warkn 1 2 ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ESM JOB #1655- 001 -011 ANGLE POINT ASPH i STREAM WITH BUFFER SURVEY IS PROPOSED MONUMENT IN CASE ® FOUND MONUMENT IN CASE DOOM PROPOSED MONUMENT (AS DEFINED) OoM FOUND MONUMENT (AS DEFINED) A DELTA (R) RADIAL BEARING < > (NR) NON- RADIAL BEARING L ARC LENGTH REVISION ABBREVIATIONS AVE AVENUE AC ASBESTOS CEMENT PIPE Al ADJACENT ALUM ALUMINUM ANSI AMERICAN NATIONAL STANDARDS INSTITUTE AP ANGLE POINT ASPH ASPHALT ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS ASSY ASSEMBLY BF BLIND FLANGE BLDG BUILDING BILK BLOCK BO BLOW OFF BOW /BW BOTTOM OF WALL BVC BEGIN VERTICAL CURVE BW BACK OF WALK CTR CENTER CB CATCH BASIN CI CAST IRON cl CENTERLINE CLR CLEAR CMP CORRUGATED METAL PIPE CO CLEANOUT CONC CONCRETE C CONDUIT CONN CONNECTION CONTR CONTRACTOR CONT CONTINUED CY CUBIC YARDS CL CLASS CF CUBIC FEET CFS CUBIC FEET PER SECOND DC DEGREE OF CURVATURE DI DUCTILE IRON DIA /0 DIAMETER DOT DEPARTMENT OF TRANSPORTATION DIM DIMENSION DWGS DRAWINGS D DRAIN EDP EDGE OF PAVEMENT E EAST ELEV ELEVATION EL ELEVATION ELEC ELECTRICAL EVC END VERTICAL CURVE EXIST EXISTING FDC FIRE DEPARTMENT CONNECTION FG FINISH GRADE FIG FIGURE FIN FINISHED FL/FL FLOWLINE FL FLANGE FT FEET FM FORCE MAIN !. GA GAUGE GALV GALVANIZED !. GI GALVANIZED IRON '.. GV GATE VALVE wRnw: Nnw lee¢ •RL HORIZOMN: !4D 198J/1991 of "�E�wl DATUM AT FULL SCI1E IF NOT ID INSIDE DIAMETER IE INVERT ELEVATION IN INCHES L LENGTH ONE INCH POUNDS SCNE FCLOR9INGLY,. LINEAL FEET ID INSIDE DIAMETER IE INVERT ELEVATION IN INCHES L LENGTH LB POUNDS LF LINEAL FEET MAX MAXIMUM MFR MANUFACTURER MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT MISC MISCELLANEOUS N NORTH NO NUMBER NIS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OHW ORDINARY HIGH WATER PI POINT OF INTERSECTION PP POWER POLE PVI POINT OF VERTICAL INTERSECTION PE POLYETHYLENE PERF PERFORATED PVC POLYVINYL CHLORIDE PVMT PAVEMENT PVT POINT OF VERTICAL TANGENCY PC POINT OF CURVATURE PT POINT OF TANGENCY QTY QUANTITY RET RETAINING RR RAILROAD R RADIUS RED REDUCER REINF REINFORCED RED REQUIRED R/W RIGHT OF WAY S SOUTH SCH SCHEDULE SO STORM DRAIN SF SQUARE FEET SHT SHEET SPECS SPECIFICATIONS SO SQUARE SS SANITARY SEWER STA STATION STD STANDARD TC TOP OF CURB TEL TELEPHONE THRD THREADED THRU THROUGH TOW /TW TOP OF WALL TYR TYPICAL VERT VERTICAL W WEST W/ WITH W/0 WITHOUT WSS WATER SAMPLING STATION GENERAL NOTES: 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE LATEST STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE 2008 EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. SOME STANDARD DETAIL DRAWINGS MAY HAVE BEEN MODIFIED FOR THE CONTRACT. THE CONTRACTOR SHALL REFER TO DETAIL DRAWINGS INCLUDED IN THE CONTRACT DOCUMENTS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 800 - 424 -5555 (OR 811) A MINIMUM OF 72 HOURS PRIOR TO EXCAVATION. 3. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE — CONSTRUCTION MEETING. ANY MODIFICATIONS TO THE APPROVED TRAFFIC CONTROL PLAN SHALL BE RESUBMITTED AND APPROVED PRIOR TO IMPLEMENTATION. 4. ALL FITTINGS SHALL BE BLOCKED PER CITY OF RENTON STANDARD DETAILS UNLESS OTHERWISE NOTED. 5. THE CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO REMOVE DUST AND DEBRIS FROM PAVEMENT AREA AS DIRECTED BY THE ENGINEER. FLUSHING OF STREETS SHALL NOT BE PERMITTED. 6. BEFORE COMMENCEMENT OF TRENCHING, THE CONTRACTOR SHALL PROVIDE A CATCH BASIN FILTER FOR ALL DOWNHILL STORM DRAIN INLETS AND CATCH BASINS. THE CONTRACTOR SHALL PERIODICALLY INSPECT THE CONDITION OF ALL FILTERS AND REPLACE AS NECESSARY. 7. PAVEMENT MARKINGS (E.G. LANE LINE BUTTONS OR PAINT, STOP BARS, CROSSWALKS, ETC.) DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. NOTE: 1. LOT LINES ARE BASED ON GIS INFORMATION AND ARE FOR GENERAL INFORMATION ONLY. 2. 3" SEWER FORCE MAIN SHALL BE HOPE SDR 11 PIPE MATERIAL. 3. GRAVITY SANITARY SEWER PIPE MATERIAL: • PVC SDR35 - 4' TO 15' OF COVER • PVC C900 - LESS THAN 4' OF COVER • PVC C900 - OVER 15' OF COVER '.. SURVEY DATUM: HORIZONTAL DATUM: NAD83(91) WASHINGTON STAE PLANE COORDINATE SYSTEM NORTH ZONE VERTICAL DATUM: NAVD 1988 CITY OF RENTON PUBLISHED BENCH MARKS #1909 CASED MONUMENT WITH LEAD AND TACK AT THE INTERSECTION OF SE 139th PLACE AND 156TH AVENUE SE. ELEVATION = 408.64 #2088 CASE MONUMENT WITH %" BRASS DISC AT THE INTERSECTION SE 142ND PLACE AND 156TH AVENUE SE.''.. ELEVATION = 372.34 !. CITY OF RENTON PUBLISHED BENCH DESCRIPTIONS ARE REVERSED FOR BENCHMARKS #2088 AND #1909 '.. SITE CONTROL: ESM CONTROL POINT LOCATED 27' NW OF THE INTERSECTION OF SE 136TH ST AND 168TH AVENUE SE. N 178033.9669, E 1323118.6406, ELEVATION = 466.25 ESM CONTROL POINT LOCATED 511' WEST OF THE INTERSECTION OF SE 136TH ST AND 168TH AVENUE SE ON THE SOUTHERLY EDGE OF ASPHALT. N 178031.6592, E 1322625.8698, ELEVATION = 454.97 5- 361602 s• CITY OF RENTON Planning /Building /Public Works Dept. CHECKED FOR COMPLIANCE TO CITY STANDARDS ISSAQUAH SCHOOL DISTRICT SANITARY SEWER EXTENSION LEGEND AND GENERAL NOTES E: DRAWING N0: LG -01 Z U w O a w CL Z Z w X w Ir w w H f� J O O 2 2 a O a CONTROL POINTS POINT NO. NORTHING FASTING ELEV. POINT DESCRIPTION 114 177970.9955 1323451.0356 463.76 PK NAIL WITH ESM CONTROL WASHER 115 178033.9669 1323118.6406 466.25 PK NAIL WITH ESM CONTROL WASHER 116 178031.6592 1322625.8698 454.97 PK NAIL WITH ESM CONTROL WASHER 117 178649.2669 1323116.4961 455.92 PK NAIL WITH ESM CONTROL WASHER 124 178415.0884 1323149.6271 PK NAIL WITH ESM CONTROL WASHER 125 177488.9418 1322445.4194 430.87 FOUND PK NAIL WITH WASHER 126 177296.4351 1322146.4327 468.46 REBAR WITH ESM CONTROL CAP 127 177593.3833 1321808.8615 479.76 PK NAIL WITH ESM CONTROL WASHER 128 177606.4832 1321701.2801 484.37 CASED MONUMENT 129 177632.5339 1321421.6704 482.701 FOUND PK NAIL 130 177627.0217 1321178.4244 476.29 PK NAIL WITH ESM CONTROL WASHER 134 177624.0971 1321176.5039 CASED MONUMENT 135 178612.0993 1323694.1252 PK NAIL WITH ESM CONTROL WASHER 200 177996.0829 1323425.0723 CASED MONUMENT 202 178014.1230 1323136.6633 CASED MONUMENT 203 179319.1028 1323125 -4542 CASED MONUMENT 204 178666.5189 1323131.0497 CASED MONUMENT 300 177770.8310 1322438.1521 444.38 FOUND PK NAIL WITH WASHER 301 177626.2125 1322442.3278 444.88 FOUND PK NAIL WITH WASHER 8303 177902.0006 1 1322515.0699 FOUND PK NAIL SURVEY DATUM: HORIZONTAL DATUM, NAD83(91) WASHINGTON STATE PLANE COORDINATE SYSTEM NORTH ZONE VERTICAL DATUM, NAVD 1988 CITY OF RENTON PUBLISHED BENCH MARKS #1909 CASED MONUMENT WITH LEAD AND TACK AT THE INTERSECTION OF SE 139th PLACE AND 156TH AVENUE SE. ELEVATION = 408.64 #2088 CASE MONUMENT WITH h" BRASS DISC AT THE INTERSECTION SE 142ND PLACE AND 156TH AVENUE SE. ELEVATION = 372.34 CITY OF RENTON PUBLISHED BENCH DESCRIPTIONS ARE REVERSED FOR BENCHMARKS #2088 AND #1909 NOTE: PROPERTY CORNERS, RIGHT -OF -WAY MARKERS, SURVEY MONUMENTS AND FENCES THAT MAY BE REQUIRED TO BE REMOVED OR DISTURBED BY CONSTRUCTION SHALL BE FIRST LOCATED AND REFERENCED BY A SURVEY AND RESTORED IN THEIR ORIGINAL CONDITION AND LOCATION AFTER CONSTRUCTION IS COMPLETED BY A LICENSED PROFESSIONAL SURVEYOR. IF MONUMENTS NEED TO BE RAISED TO NEW GRADE, SAID RAISING SHALL BE IN ACCORDANCE WITH 2007 KING COUNTY STANDARD DETAILS 5 -019 AND 5 -020. ® 81 S339,d CONSULTING ENGINEERS LLC WARNING: mg 0. SOW 210 10 10 IG'�I FBtlelel WeYi WN 96003 Ot6�t wnv ESI 9b <�� THE UTILITY LOCATIONS SHOWN =rng I txn.com arli En9m °6n9 Lane mnerin9 WnE PI°omnq su -aa°e ARE APPROXIMATE ONLY. DEPTH P°Elia W° 1 P,°1« u°na9° -t 1 La9,°a°P° Aro61t..,. UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011 A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA w Tn W i NO. I Li F1(6 w 135TH STREET w Q (0 19 z b6K 0 U 137TH PLACE Y J-1 -j( ;-J Jrr1JJ I REVISION by ,x cnccrcmAN NZE LL ENE IF NOT ONE INCH EG!£ ACCORgX9LY VEa : xnw 1969 HORIZOW3 WD 19W/1961 DATUM w Q F-1 n _ 8F�JA-RW0JD EFL ARY SCI )0L S.E. STREE 134TH � T rte_ A 136TH S I Hk=F=T 5- 361603 CITY OF RENTON Planning /Building /Public Works Dept. n SCALE: 1 " = 200' 200 100' O 200' 400' CHECKED FOR COMPLIANCE TO CITY ST NDARDS ISSAQUAH SCHOOL DISTRICT SANITARY SEWER EXTENSION SITE SURVEY CONTROL "S-,36 PPLE -SV w < T Z H W Z O O 0 a U) Z W N X W Ir W w U) F- 0 cr u) J O O U Q Cl Q U) N W S.E. 1 A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA E. 1 W N ui CD Q 2 I- 19 r SS -01 I L'rRTY J J1,;1 =CA00 L W a —1 m n _ BRAR\j�J00D 00 C 1JJ S.E. 134TH STRF rET 0 736TH .�I"�=T i Ill SCALE: 1 " = 200' 200 100' 0 200' 400' NOTE: REFER TO SHEET KEY —SV FOR SITE SURVEY CONTROL. LIBERTY H.S. M.S. Vicinity Map SCALE: 1' = 1250' ST11 mll ® Go N SULTING ENGINEEPS LLC \ lam_ 0 FIRST SUBMITTAL ESM 11 11 suflVEYm: S. YEftIICFL: xN 1900 WARNING: I ®I�I�I °R�° 0198 " "" CITY OF 181 s, zi° 1 SEOOND SUBMITTAL ESM 1 23 11 9micxm: 11 •2� �6 a1- FBEeiVWev.WA999os 2 MYIAR SUBMITTAL ESM 1/11/12 THE UTILITY LOCATIONS SHOWN www.esmciivil.com ; 5 ar =u RE�TON ciwl EN4-6, I L.Nd xwu Ong L�enescapeAs�,cHEacwre STE1 cxmxE°: BHE {HCH DATUM PubO` W °"" AT Planning/Building/Public Works Dept. ARE APPROXIMATE ONLY. DEPTH s� L� ^"I ,F ONE I °° UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011 a 11�11r N0. REVISION BY DATE APPR as °: ppp1NG14 CHECKED FOR COMPLIANCE TO CITY STANDAA DS ISSAQUAH SCHOOL DISTRICT SANITARY SEWER EXTENSION SEWER KEY SHEET ML w r < a- 2 � t w Z 0 O 0 a cl) Z w X w m w w U_ J O Q 0 STA. 503 +53.67, 13.50' LT 3" S.S.F.M, STA. 503+43.67, 3.50' LT. 3" S.S.F.M. STA. 503 +43.67, 11.85' RT. o 3" S.S.F.M. L-CONTROL MONUMENT #116 L STA. 501+57.54, 14.25' RT. N: 178031.6592 `- E: 1322625.8698 / STA. 503 +31.04, 63.9\7' RT. 3" S.S.F.M. STA. 503 +30.11, 73.31' RT. 3" S.S.F.M. R =30' y A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA TRANSITION FROM INTERIM EX, SD 12 "RCLE Ex. SD 12 "RCP - TO PERMANENT S.S.F.M. STA. 506 +42.69, 13.50' LT. STA. 506 +52.67, 24.21' LT. S.S.C.O. #1 3" S.S.F.M. 3" S.S.F.M. XIST POLE STA, POWER STA. 505 +08.94, 13.50' LT. EXISTING OVERHEAD INT. Ex, 12 "RCP SEE S EET SS -02 STA. 506 +68.44, SE 136TH ST r P pSTA. 101 +71.63, 18TH AVE SE - p 1 CONTROL MONUMENT 202 ITCH DITCH —^ ? -r-- — P — p _ p — �– F –.SLR_ VE,_ _ N: 178014.1230 FM- i cRn EL- DITCH P - P ._._ p - P IF \ DRivE ' - -__ g E: 1323136.6633 QI r - -- _ e «FM - _°� DITCH - - t P r -P �� P _ 00 - - -- -- yR =10' -- — FAi — I TF -- p- i 0— Z O 0 z W X LU W U-I F- rr F- (1) 0 0 r 0 CD (1) CONSULTING ENGINEERS LLO ISJSMM� WARNING: 2 4 20 FO�W�.WAMW iO WL�� j jj�VIFN70 www.esmcivll.com THE UTILITY LOCATIONS SHI N �q W OW cwil C-nginO04 g ARE APPROXIMATE ONLY. DEPTH Woke 00`� UNKNOWN. CALL 1-800-424-5555. 7ESM JOB #1655-001-011 460 455 450 Kim = 400.4u I.E. = 459.95, YO W/INSE LE. (IN) F= 456.54, 8�0 I.E. (OUT) = 456.31 ' 110-0 SEE HERITAGE PLAT SANITA MIN. SLOPE 0.50% ME o 10 FM Os ORE L4DC XTRUOEp c FUTURE S.S.M.H. #H7 -06 STA. 100+84.30, 1.50' RT. SEE HERITAGE PLAT SANITARY SEWER EXTENSION (LIBERTY HIC SCHOOL) CONSTRUCTION PLANS A PORTION OF SEC 13,14 8t 24, TWP 23 N, RGE 5 E, WIVI, KING CO, WA PID #7229700065 HOUSE #13435 FIRST FLOOR ELEV.=467.26 CE EXISTING POWER CONTRACTOR TO COORDINATE POLE WITH OWEST (DALE HARTMAN 253-372-5364) FOR THE 'TA C.0, #2 TELEPHONE LINES 11.79' LT. STA. 104+20.13, 13.00, LT, S S-S TRANSITION PT' RELOCATION OF EXISTING [S�TAA . 105+44,41, 11 T 0 7�\ 7 u) - --- - -------- W/DOUBLE SWEEPING WYE RIM = 1465.76 1 I.E. = 459.17, 3" S.S.F.M. 105+20 02+00 W-- /k-- W ELEM OFT7S�' I w m G PAVE EN z U) Ww ------ TRANSITION PT. STA. 102+80.00, EXISTING WATER EXISTING OVERHEAD 14.00' LT. SERVICE (TYP.) POWER SCALE: 1*=20' HORIZ. 1"=5' VERT. CONTOUR INTERVAL = 2' 20 10 0 20 40 NOTES: 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. FOR TRENCH SECTION AND PAVEMENT RESTORATION SEE ROADWAY RESTORATION SHEET DT-01. 3. FINAL RIM ELEVATIONS SHALL MATCH RESTORED PAVEMENT GRADES. EX, 12'CONC APPRUXIDIAIE WATER LINE LUCA[ION PEP FIELD LOCATED PAINT STRIPES AND VALVES PID 07229700105 PID e,72297001 10 HOU E #13442 PID #7229700120 HOUSE #16806 FIRST FLOOR ELEV.=466.70 VACANT LOT FIRST FLOOR ELEV.=474.09 168TH AVE SE D6+68 44, SE 136T I H I ST L L 1.5 CLEARANCE EX. WATER AND HOPE S.S.F.M. 445 101+20 101+60 465 102+00 102+40 Me 102+80 103+20 rm# 103+60 no LTA mel 57MENOWMIN-TI. M-1- 104+00 3' MIN. CIDVEF (TYP-) jj W/DOUBLE SWEEPING WYE RIM = 45f.46 I.E. = 451.46. 3" S.S.F.M. 104+80 104+40 mz.. n./' CITY OF RENTON Planning/Building/Public Works Dept. 465 0 460 0 < 455 W w:c Z (A W W 450 :C to 445 1440 105+60 ISSAQUAH SCHOOL DISTRICT SANITARY SEWER EXTENSION PLAN AND PROFILE: 168TH AVE. S.E. 6 H°i ONE INCH EXISTING S.S.M.H. STA. 100+84.30 T0105 +60 w 0 w ro SE 136TH ST J, L SE 137TH PL �=� P liw� SE 144TH ST KEY MAP NOT TO SCALE Ml CO 01 COMPLIANCE TO CITY STANDARDS PID 7229700070 EX, 12"RI-P HOUSE #13453 o+° FIRST FLOOR ELEV.=470.52 INT. co cv) m STA. 101+71.63, 168TH AVE SE I EXI'THGOVERHEAD =STA. 506+68.44, SE 136TH ST POWER HEAD LAIZIIINU t'UWtK TRANSITION PT. VS -10621 _ _6 STA. +247.69, POLE STA. 103+53.95, EXISTING POWER POLE 1 13.00' LT 14.00' LT. - ----- TRANSITION FROM INTERIM-- TO PERMANENT S.S.F.M. -- ----------- - '3 P P I, - P —P — —P P ----------------- - - ----- - - ------- ---------------------------------- - ------ G— ------ A I 3"0 S.S.F.M. 103+00 -L. 445 101+20 101+60 465 102+00 102+40 Me 102+80 103+20 rm# 103+60 no LTA mel 57MENOWMIN-TI. M-1- 104+00 3' MIN. CIDVEF (TYP-) jj W/DOUBLE SWEEPING WYE RIM = 45f.46 I.E. = 451.46. 3" S.S.F.M. 104+80 104+40 mz.. n./' CITY OF RENTON Planning/Building/Public Works Dept. 465 0 460 0 < 455 W w:c Z (A W W 450 :C to 445 1440 105+60 ISSAQUAH SCHOOL DISTRICT SANITARY SEWER EXTENSION PLAN AND PROFILE: 168TH AVE. S.E. 6 H°i ONE INCH EXISTING S.S.M.H. STA. 100+84.30 T0105 +60 w 0 w ro SE 136TH ST J, L SE 137TH PL �=� P liw� SE 144TH ST KEY MAP NOT TO SCALE Ml CO 01 COMPLIANCE TO CITY STANDARDS PID 7229700070 EX, 12"RI-P HOUSE #13453 o+° FIRST FLOOR ELEV.=470.52 INT. co cv) m STA. 101+71.63, 168TH AVE SE I EXI'THGOVERHEAD =STA. 506+68.44, SE 136TH ST POWER HEAD LAIZIIINU t'UWtK TRANSITION PT. VS -10621 _ _6 STA. +247.69, POLE STA. 103+53.95, EXISTING POWER POLE 1 13.00' LT 14.00' LT. - ----- TRANSITION FROM INTERIM-- TO PERMANENT S.S.F.M. -- ----------- - '3 P P I, - P —P — —P P ----------------- - - ----- - - ------- ---------------------------------- - ------ G— ------ A I 3"0 S.S.F.M. 103+00 -L. W 1— z U W z 7 O d � w X W Cc I.I.J W CID Cc I— O C� A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA PID #7229700055 °o HOUSE # 16647 al /1 a DRIVEWAY AND UTILITIES SERVICED OFF OF / S.E. 134TH ST. ❑ //PID #7229700060 _ .1 HOUSE #13419 II (1') FIRST FLOOR ELEV.= 450.32 CONTRACTOR TO COORDINATE I9° I I r INSTALL EXISTING Uj EXISTING POWER a MAILBOX (TYP) TRANSITION POINT WITH OWEST (DALE HARTMAN EXISTING POWER POLE _ a 1. STA. 106 +35.00, 100' LT. 253- 372 -5364) FOR THE _ _ ; % -- — -'t ' CO POLE EXISTING WATER I u RELOCATION OF EXISTING , �I ° SERVICE (TYP) —"-------TELEPHONE LINES / I EXISTING OVERHEAD o t I POWER II O -- -- =- - --- --- --- -- --- -- e I° —o -----'------------- tf7 EX. 18 "C01 d— — d__ — -- d — — O r O — c -- c c-- r> �� _ _ o l �, wj oil <o �— 106 +00 - 107+00 Ld = EDGE Z_ U) =tn — —zT— — — — — —i — — i — — —i — — — — F Q- —�— •' --- -- �- --�� r:�-- --�-- --- --- APPP,OXIMAIE WATER LINE LOCATION TRANSITION POINT PEP FIELD LOCATED PAINT STRIPES STA. 106 +25.00, 11.00' LT. AND 'Ll 465 O t0 j 460 O C4 "o QN N t5 455 W = Z N JW _ W 450 V Q 445 LT. PID # 7229700120 VACANT LOT OF PAVEMENT = STA. PID #7229700125 VACANT LOT —T q \� PID #7229700270 HOUSE #16646 IFIRST FLOOR ELEV.= 465.05 � EX. SDCB PID #7229700265 RIM = 455.91 VACANT LOT Y IE 453.29, 18 "RCP (E,) _1 - - -��IE 452.69, 18 "CMP ON) r I n _ EXISTING OVERHEAD 2 �- -�- -'— '----- ---- - -'- -- POWER d - c PROPOSED CURB GUTTER 8, SIDEWALK , AS SHOWN ON BRIARWOOD ELEMENTARY 1os +oo EDGE OF PAVEMENT SCHOOL CIVIL CONSTRUCTION PLANS W EX. 18 "RCP i �IA / l � +24.10, 168TH AVE SE 700 +40.00, SE 134TH ST \ — + 1 �I 11 ° i EX SUCB - -_ - -- ° 1 % �JRIM — 457.57 EXISTING CROSSWALK 1 �I I -` II �� j4' IL 451. iL, 18 "CMP (N) (TYP.) IL. — 455.54, 18 "RCP (SE) SEE SHEET SS -04 IE = 454.87, 18 ° RCP (W) 168TH AVE SE M N In �I NI r> �� o l �, wj oil <o 465 460 0 U) N 455 tz W N W 450 N WER 105 +60 106 +00 106 +40 106 +80 107 +20 107 +60 108 +00 108 +40 108 +80 WARNING: aft 0. Suite 210 Federal Way, WA 98003 THE UTILITY LOCATIONS SHOWN w.Kn, I civll.com iem° Civil Enyin°°fin8 ( 4,2 °Mm°gement ( w dec°Ip°`NBClutacWm ARE APPROXIMATE ONLY. DEPTH P " ° " "" °'"' UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011 ROADWAY IMPROVEMENTS ALONG SE 134TH ST ARE SHOWN ON BRIARWOOD ELEMENTARY SCHOOL CIVIL CONSTRUCTION PLANS, EXCEPT WHERE NOTED. 0 RRST SUBMI ESM 11/22/11 "'""EED: S`"i" w ". CITY OF � XOR20NtN: WN 1903/1991 , i SECOND SU&ARTAL ESM 1/23/11 1 m-ui C -; DESIGN an 2 MYIAR su&AmAI ISI,1 1/11/12 � R E N TO N DMW DATUM ONE INW Y `"E`" AAA nTrvuscuE Planning /Building /Public Works Dept. If NOT ONE INCX 1 NO. REVISION BY DATE APPR MPROVEO: SONE'ZOORNN= �-- n SCALE: 1' =20' HORIZ. 1' =5' VERT. CONTOUR INTERVAL = 2' 20 10 0 20 40 NOTES: 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. FOR TRENCH SECTION AND PAVEMENT RESTORATION SEE ROADWAY RESTORATION SHEET DT -01. 3. FINAL RIM ELEVATIONS SHALL MATCH RESTORED PAVEMENT GRADES. N EIRIARWOOD ELEMENTARY y SCHOOL 0 8 m3 4 F SE 136TH ST 2 SE 137TH pL 'r-.1 i ' UBERTY HIGH [< SCHOOL E 1S1444TH ST MAYWOOD MIDDLE SCHOOL Q KEY MAP NOT TO SCALE 5- 361601 CHECKED FOR COMPLIANCE TO CITY STANDARDS ISSAQUAH SCHOOL DISTRICT SANITARY SEWER EXTENSION PLAN AND PROFILE: 168TH AVE. S.E. STA. 105 +60.00 TO STA 108 +80.00 s- 36160 PPCE: dxanxG xG: SS -03 W T IL z � 1 w Z 0 O 0 a Z W X W W W U) F- 0 cr O lO V/ V ❑"� ... ELEMENTARY SCHOOL EXISTING OVERHEAD i 22970000 1 1 I "- i — \ P PID 41323059026 POWER HOUSE #16820 "'1---111' o� V• .��-_ _ �1 _. -� - _ - _ FIRST FLOOR ELEV.= 483.85 if RCP INT. -EX. 8 '\ \ - \ X. ;1 ADS STA. 704 +25.87, I- 65.46' LT. (CENTER) ----- - -- - -- = ° G `�r_❑ - 0 i . T .:..., o, G `. �2 ,, - . \ ,...�`. - __\��_ � ° yr ----- -- -_ . --_-- .- . _ --- -_— _ J --P- -- - - �' -- -. _ -_ _ d - �_ — a "r❑ - �.I 1i _ = - _ - - _ - --- I — `._.— . — -- J —_ 4PRIVATE 8 I SANITARY SE- WER LIFT STATION STA. 700 +40.00, S 134TH ST 00 �, ,Z --- - FRBRIARWOOD ELEMENTARY 306 +82.92, 168TH AVE SE (t - - - - - - SERVICES. PROJECT SPECIFICATION E ❑, SCC3 EXISTING if MT8T 4 R CRITERIA. P � EM0 CH (IN) i (E)' S D EX 8 "CNIP POWER � EX 12' RCP o IN— E7 C r _ s E 8'RC' 48230 (NE) t " = 20' HORIZ. - u — ° SCAL E -Ex CONTOUR INTERVAL =2' 7 0 +00 M _ — ----- ' -EX. 18 "RCP lot +oo zo to o zo ao _ 60' R / W 702 +oo EDGE OF PAVEMENT EX. FOG LINE P } I I 703 +00 - -I _t NOTES: —I PK „ _ LOCATED ONLY. 1 CONTRACTOR TO j❑ R =10'1 i� P--:_ _ b -- - - _..�� a EX t2'RCE R -10 �"-" I ---� VERIFY LOCATION AND ELEVATION PRIOR 1 _ -'-- _ _ P = -- - TO CONSTRUCTION. - EXISTING POWER, U ._ - rM- --,- -� ,_ P - - P _. P - - d , 2. FOR TRENCH SECTION AND PAVEMENT POLE t I �- -- — ' -- - - ._ P RESTORATION SEE ROADWAY S.S.C.O. #3 —�" — �� P P -7❑' P _ - -_�I -1 RESTORATION SHEEP DT-01. STA. 701 +13.14, 14.50' RT. a- �--- r- i- .P. -,b� -Q- 3. FINAL RIM ELEVATIONS SHALL MATCH P P --_ RESTORED PAVEMENT GRADES. EXISTING OVERHEAD FX. t P 2" RCP— /e , -,I — �— a _ D a --� 4. REPLACE ALL SIGNS AND MAILBOXES POWER STA. 701 +04.16, 14.50' RT. q DESTROYED. j, 3" S.S.F.M. / . 107 +87.28, 72.00' LT. a Ali i PROPOSED CURB /GUTTER & SIDEWALK m EXISTING POWER e STA. 704 +25.27, 4.59 LT. STA 3" 107+ �� STA. 700+76.44, 25.68' RT. AS SHOWN ON BRIARWOOD ELEMENTARY POLE �Q 3" S.S.F.M. j 1 3" S.S.F.M. SCHOOL CIVIL CONSTRUCTION PLANS I ( a STA. 704 +15.27, 14.50' RID II PID STA. 700 +64.24, 31.19' R # 7229700125 EXISTING / 3" S.S.F.M. PID 7229700130 T. q PID 7229700135 I 9 ,1 3" S.S.F.M. VACANT LOT # OVERHEAD HOU E #16833 I; HOUSE #16823 e POWER FIRST FLOOR ELEV.= 480.30 SEE SHEET $5 -03 -- -- -FIRST FLOOR ELEV.= 479.19 (_ - -- \t STA. 700 +40.32, 32.88' RT. SE 134TH ST ' I3" S.S.F.M. ROADWAY IMPROVEMENTS ALONG SE 134TH STARE SHOWN ON BRIARWOOD ELEMENTARY SCHOOL CIVIL CONSTRUCTION PLANS, EXCEPT WHERE NOTED. 475 470 465 460 455 450 lD Oil Mr (9 (9 (O� tn� d'! N 6L N O� 1' OJI � ,il� r Olt ,O N N� Ni d-� 161 .61 O� M �� 101 n 011 O .-� N� r0, co rol ro ro' ro� ro ro w ro I I GRADE!1PER BR ' SCHO,OL CIVIL i i 1 495 rmf IIEl = 40V.JI4 = 456.84. 3" S.S.F. 700 +00 700 +40 700 +80 701 +20 701 +60 ® 1811S9 INISI eG ENGINEERS LLG WARNING: 81110,SUhe2'. i ®I ICI IN FBdB/81 W6Y. WA98003 MY fMJ16A -61tJ THE UTILITY LOCATIONS SHOWN www.esmcivil.com a w,.a m)eae_e Cull ARE APPROXIMATE ONLY. DEPTH M9 "_I, Pkmlo9 Poem worRS Pro)ect MonogemeM I Lw,eawpe Arcnlemwre UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655 - 001 -011 702 +00 702 +40 0 NO. I REVISION 702 +80 703 +20 SURVEYFp BY I DATE I APPR I "PRwEu 703 +60 704 +00 704 +40 VERIIW: NPYD 1 * =2W ORQOMN D ,s1889 9s „s9, 111s CITY OF III RENTON °I iNB� DAT UM a* ru<L 9 Planning /Building /Public Works Dept. IF ROi ORE INCH 9GLE PGCOROINGLT no w BRLARWOOD ELEMENTARY j SCHOOL 0 a o 0 Iq 4 SE 13fHL ST_ J 2 i n SE 13�FI pL � 1 , ❑ 0(N LIBERTY j HIGH a SCHOOL I� JIJ LJL_— JL_.�`0 �LW SE 744TH ST MAYW000 MIDDLE Q SCHOOL Q 495 KEY MAP NOT TO SCALE 490 485 480 475 CHECKED FOR COMPLIANCE TO CITY STANDARDS 1 !u -la(t 2, ISSAQUAH SCHOOL DISTRICT SANITARY SEWER EXTENSION PLAN AND PROFILE: S.E. 134TH ST. 168TH AVE, S.E. TO PUMP STATION Cats- 36(6c�0 PfdE A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA n n W P APPROx1MATE WATER LINE LOCATION A AND VALVES BRIARWOOD ( POWER HOUSE #16820 "'1---111' o� V• .��-_ _ �1 _. -� - _ - _ FIRST FLOOR ELEV.= 483.85 if RCP INT. -EX. 8 '\ \ - \ X. ;1 ADS STA. 704 +25.87, I- 65.46' LT. (CENTER) ----- - -- - -- = ° G `�r_❑ - 0 i . T .:..., o, G `. �2 ,, - . \ ,...�`. - __\��_ � ° yr ----- -- -_ . --_-- .- . _ --- -_— _ J --P- -- - - �' -- -. _ -_ _ d - �_ — a "r❑ - �.I 1i _ = - _ - - _ - --- I — `._.— . — -- J —_ 4PRIVATE 8 I SANITARY SE- WER LIFT STATION STA. 700 +40.00, S 134TH ST 00 �, ,Z --- - FRBRIARWOOD ELEMENTARY 306 +82.92, 168TH AVE SE (t - - - - - - SERVICES. PROJECT SPECIFICATION E ❑, SCC3 EXISTING if MT8T 4 R CRITERIA. P � EM0 CH (IN) i (E)' S D EX 8 "CNIP POWER � EX 12' RCP o IN— E7 C r _ s E 8'RC' 48230 (NE) t " = 20' HORIZ. - u — ° SCAL E -Ex CONTOUR INTERVAL =2' 7 0 +00 M _ — ----- ' -EX. 18 "RCP lot +oo zo to o zo ao _ 60' R / W 702 +oo EDGE OF PAVEMENT EX. FOG LINE P } I I 703 +00 - -I _t NOTES: —I PK „ _ LOCATED ONLY. 1 CONTRACTOR TO j❑ R =10'1 i� P--:_ _ b -- - - _..�� a EX t2'RCE R -10 �"-" I ---� VERIFY LOCATION AND ELEVATION PRIOR 1 _ -'-- _ _ P = -- - TO CONSTRUCTION. - EXISTING POWER, U ._ - rM- --,- -� ,_ P - - P _. P - - d , 2. FOR TRENCH SECTION AND PAVEMENT POLE t I �- -- — ' -- - - ._ P RESTORATION SEE ROADWAY S.S.C.O. #3 —�" — �� P P -7❑' P _ - -_�I -1 RESTORATION SHEEP DT-01. STA. 701 +13.14, 14.50' RT. a- �--- r- i- .P. -,b� -Q- 3. FINAL RIM ELEVATIONS SHALL MATCH P P --_ RESTORED PAVEMENT GRADES. EXISTING OVERHEAD FX. t P 2" RCP— /e , -,I — �— a _ D a --� 4. REPLACE ALL SIGNS AND MAILBOXES POWER STA. 701 +04.16, 14.50' RT. q DESTROYED. j, 3" S.S.F.M. / . 107 +87.28, 72.00' LT. a Ali i PROPOSED CURB /GUTTER & SIDEWALK m EXISTING POWER e STA. 704 +25.27, 4.59 LT. STA 3" 107+ �� STA. 700+76.44, 25.68' RT. AS SHOWN ON BRIARWOOD ELEMENTARY POLE �Q 3" S.S.F.M. j 1 3" S.S.F.M. SCHOOL CIVIL CONSTRUCTION PLANS I ( a STA. 704 +15.27, 14.50' RID II PID STA. 700 +64.24, 31.19' R # 7229700125 EXISTING / 3" S.S.F.M. PID 7229700130 T. q PID 7229700135 I 9 ,1 3" S.S.F.M. VACANT LOT # OVERHEAD HOU E #16833 I; HOUSE #16823 e POWER FIRST FLOOR ELEV.= 480.30 SEE SHEET $5 -03 -- -- -FIRST FLOOR ELEV.= 479.19 (_ - -- \t STA. 700 +40.32, 32.88' RT. SE 134TH ST ' I3" S.S.F.M. ROADWAY IMPROVEMENTS ALONG SE 134TH STARE SHOWN ON BRIARWOOD ELEMENTARY SCHOOL CIVIL CONSTRUCTION PLANS, EXCEPT WHERE NOTED. 475 470 465 460 455 450 lD Oil Mr (9 (9 (O� tn� d'! N 6L N O� 1' OJI � ,il� r Olt ,O N N� Ni d-� 161 .61 O� M �� 101 n 011 O .-� N� r0, co rol ro ro' ro� ro ro w ro I I GRADE!1PER BR ' SCHO,OL CIVIL i i 1 495 rmf IIEl = 40V.JI4 = 456.84. 3" S.S.F. 700 +00 700 +40 700 +80 701 +20 701 +60 ® 1811S9 INISI eG ENGINEERS LLG WARNING: 81110,SUhe2'. i ®I ICI IN FBdB/81 W6Y. WA98003 MY fMJ16A -61tJ THE UTILITY LOCATIONS SHOWN www.esmcivil.com a w,.a m)eae_e Cull ARE APPROXIMATE ONLY. DEPTH M9 "_I, Pkmlo9 Poem worRS Pro)ect MonogemeM I Lw,eawpe Arcnlemwre UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655 - 001 -011 702 +00 702 +40 0 NO. I REVISION 702 +80 703 +20 SURVEYFp BY I DATE I APPR I "PRwEu 703 +60 704 +00 704 +40 VERIIW: NPYD 1 * =2W ORQOMN D ,s1889 9s „s9, 111s CITY OF III RENTON °I iNB� DAT UM a* ru<L 9 Planning /Building /Public Works Dept. IF ROi ORE INCH 9GLE PGCOROINGLT no w BRLARWOOD ELEMENTARY j SCHOOL 0 a o 0 Iq 4 SE 13fHL ST_ J 2 i n SE 13�FI pL � 1 , ❑ 0(N LIBERTY j HIGH a SCHOOL I� JIJ LJL_— JL_.�`0 �LW SE 744TH ST MAYW000 MIDDLE Q SCHOOL Q 495 KEY MAP NOT TO SCALE 490 485 480 475 CHECKED FOR COMPLIANCE TO CITY STANDARDS 1 !u -la(t 2, ISSAQUAH SCHOOL DISTRICT SANITARY SEWER EXTENSION PLAN AND PROFILE: S.E. 134TH ST. 168TH AVE, S.E. TO PUMP STATION Cats- 36(6c�0 PfdE GRADE!1PER BR ' SCHO,OL CIVIL i i 1 495 rmf IIEl = 40V.JI4 = 456.84. 3" S.S.F. 700 +00 700 +40 700 +80 701 +20 701 +60 ® 1811S9 INISI eG ENGINEERS LLG WARNING: 81110,SUhe2'. i ®I ICI IN FBdB/81 W6Y. WA98003 MY fMJ16A -61tJ THE UTILITY LOCATIONS SHOWN www.esmcivil.com a w,.a m)eae_e Cull ARE APPROXIMATE ONLY. DEPTH M9 "_I, Pkmlo9 Poem worRS Pro)ect MonogemeM I Lw,eawpe Arcnlemwre UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655 - 001 -011 702 +00 702 +40 0 NO. I REVISION 702 +80 703 +20 SURVEYFp BY I DATE I APPR I "PRwEu 703 +60 704 +00 704 +40 VERIIW: NPYD 1 * =2W ORQOMN D ,s1889 9s „s9, 111s CITY OF III RENTON °I iNB� DAT UM a* ru<L 9 Planning /Building /Public Works Dept. IF ROi ORE INCH 9GLE PGCOROINGLT no w BRLARWOOD ELEMENTARY j SCHOOL 0 a o 0 Iq 4 SE 13fHL ST_ J 2 i n SE 13�FI pL � 1 , ❑ 0(N LIBERTY j HIGH a SCHOOL I� JIJ LJL_— JL_.�`0 �LW SE 744TH ST MAYW000 MIDDLE Q SCHOOL Q 495 KEY MAP NOT TO SCALE 490 485 480 475 CHECKED FOR COMPLIANCE TO CITY STANDARDS 1 !u -la(t 2, ISSAQUAH SCHOOL DISTRICT SANITARY SEWER EXTENSION PLAN AND PROFILE: S.E. 134TH ST. 168TH AVE, S.E. TO PUMP STATION Cats- 36(6c�0 PfdE W Q Z F U W O K a 44 Z i W < T Z f— I U Z W 7 O O K a � Z w H X U-1 Ir w w r� U 0 J O O U C1 a c ui S.E. 1 7ES'M lei 3333i�S,"EERS LLG WARNING: RIEBG.SaIle210 I I4v I P i1imai Way. WAWW THE UTILITY LOCATIONS SHOWN ww.esmcivil.com �M n�:�.x�s ( wol w =n � U�=>°nanARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1- 800 - 424 -5555. JOB #1655- 001 -011 A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, Wi4 Z 0 0 E. 1 NO. I REVISION ui N w Q h T RD -01 DLIBER rY r1JGJ J SC JJJL I W .Uj a ---] n n co ELEIM NTAFRY CID r C;J J I �-J RE S.E. 134TH STET 136TH <. �«1 I � L_ CITY OF ��/� XOR120N1N: WN 1993/1981 AI 12/23/11 9ESI9NE9: 1 6iW ��. 1'�" M 01/11/12 B"6 R E N TON 9R4WN: DCtAW o "I— E DATUM ` "E"`E0i x* R11L E IN Planning /Building /Public Works Dept. AM iv xor ONE wa+ BY DATE APPR "" "R : . PCpiimoLy SCALE: 1 " = 200' 200 100' 0 200' 400' NOTE: REFER TO SHEET KEY —SV FOR SITE SURVEY CONTROL. LIBERTY H.S. Im Vicinity Map SCALE:—I' = 1260' T 5- 361610 CHECKED FOR COMPLIANCE TO CITY STANDARDS nare: ISSAQUAH SCHOOL DISTRICT SANITARY SEWER EXTENSION ROAD RESTORATION KEY SHEET " E: oaax9xc o: Rx Y- C'�;5- 3�16/C� W T Z F � z w 7 O O a U) z W X W Cc W W F- 0 rr U) O Q U) U) ---� J REPLACE EXTRUDED Is --_iI .RAVEL DRIVE _ p BITCH 1, °�I11.�_ �\ 5'o -I-- I — --+- -. 694+00 ¢ TRENCH RESTORATION � '_DEfA1L SHEEP DT -Ot (TYP.) _ . _ —._ n w - -461 -- _ - - -- - SAWCUT LINE (TYP.)-, PAI -- µ - -- �� NG CONDIj'IONe(TYP C- 0 EXTRN TRENCH PER DETAIL SHEET ODT -TN 01 (TYP.) e3 � �_ yK/ SAWCUT LINE (TYP.) 5 'a A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA REPLACE GRAVEL IN DRIVEWAY (TYP.) P / DIPTOM — p \ \SA \T\ = STA. 101+71.63, 168TH AVE SE POINT NO. 202 - CASED MONUMENT N: 178014.12 E: 1323136.66 SEE SITE SURVEY CONTROL PLAN SHEET KEY -SV KING COUNTY ROW 1 REPLACE GRAVEL IN DRIVEWAY (TYP.) 1 1 zl_AVE.�___�__ DRIVE P _ D DrtCH --- P. P-_._ P _ 505 +00 r— II - ----- -+-- -- 160' RAW __._1 50 1 +0D SE 136,T \H ST I � _ � o /U q FIRt LANE CURB /.' LIBERTY HIGH SCHOOL PID #1323059038 CONSULTING ENGINEERS LLC WARNING: EI0.auft210 I ®I ICI Fetle,al Way, WA99003 THE UTILITY LOCATIONS SHOWN WwW.eamcivil.com� SeB; in=ns I P d Su o�a9«e" I ��w, 11- nin,°xne�wre ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1- 800 - 424 -5555. JOB #1655- 001 -011 NO. REVISION REPLACE CRO' DOUBLE 8 "x8" Mm 03=1 a� LANE STRIPING m _ I EDGE OF PAVEMENT; SEE SHEET RD -02 ..1 ° m I I i 5' 2N > r-< W IP IP i o, OI P p _ P T 5 -36161 7ESM 181 S3 $VRYEYID: Sf/YE' � ` mmp _® CITY OF �� =/�A� X°NIZONIIL N.➢ 19B3I1991 aPnwN: —.1` RENTON � eXEC"E9i AT FUU $cnE Planning/Building/Public Works Dept. AN IF NO( ONE INC" APPNOVSO: Sro ACCORDINGLY n SCALE: 1 ° =20' HORIZ. 1 " =5' VERT. CONTOUR INTERVAL =2' 20 10 0 20 40 NOTES: 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. PRIOR TO TRENCHING ALL HARD SURFACES (PAVEMENT, CONCRETE, DRIVEWAYS ETC.) ARE TO BE SAWCUT FULL DEPTH. 3. PROPERTY CORNERS, RIGHT -OF -WAY MARKERS, SURVEY MONUMENTS AND FENCES THAT MAY BE REQUIRED TO BE REMOVED OR DISTURBED BY CONSTRUCTION SHALL BE FIRST LOCATED AND REFERENCED BY A SURVEY AND RESTORED IN THEIR ORIGINAL CONDITION AND LOCATION AFTER CONSTRUCTION IS COMPLETED BY A LICENSED PROFESSIONAL SURVEYOR. IF MONUMENTS NEED TO BE RAISED TO NEW GRADE, SAID RAISING SHALL BE IN ACCORDANCE WITH 2007 KING COUNTY STANDARD DETAILS 5 -019 AND 5 -020. w BRIARWOOD ELEMENTARY j SCHOOL a o" $ 0 °B �2 3 r SE 138 J E J SE 137TH PL ❑ 0[N LIBERTY W HIGH SCHOOL JLJUL_JC._._�`J SE 144TH Si MAYWOOD MIDDLE a SCHOOL KEY MAP NOT TO SCALE LEGEND C PROPOSED PAVEMENT RECONSTRUCTION AREA. ACTUAL LIMITS OF RECONSTRUCTION TO BE DETERMINED BASED ON SITE CONDITIONS. IP FILTER FABRIC INLET PROTECTION. D PEA GRAVEL FILL SAND BAGS PER KING COUNTY STANDARDS CHECKED FOR COMPLIANCE TO CITY STANDARDS ISSAQUAH SCHOOL DISTRICT ROAD RESTORATION PLAN PLAN AND PROFILE: S.E. 136TH ST. LIBERTY HIGH SCHOOL TO 168TH AVE. S.E. 5 -3666 PACE Il w r EL z W Z a OlY 11.1 X W rr 11.1 W U) 1'- U 0 O O C0 Q V Cn 2 0 10 LO 0 �O W� W LW Z to J 'rl T i (Oilo / m I � o F 6 ° pA < ll a) LU 4 o p I !A ss - -, vJ EXTRUDED CUR6 A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA I 1 INT. ml<A STA. 101 +71.63, 168TH AVE SE �r = STA. 506 +68.44, SE 136TH ST POINT NO. 202 — CASED MONUMENT N: 178014.12 E: 1323136.66 SEE SITE SURVEY CONTROL PLAN 1 SHEET KEY —SV -- D c I102- ! I I PID #7229700070 HOUSE #13453 FIRST FLOOR ELEV.= 470.52 TRENCH RESTORATION PER DETAIL SHEET DT -01 '(TYP.) 103 +00 SAWCUT LINE (TYP.) --l� 1p -- -- i -- —' >C7-- — -- -- , � r � � 1 PID #7229700105`— I HOUSE #16806 , i � I FIRST FLOOR ELEV.= 474.09 PID #7229700060 HOUSE #13419 FIRST FLOOR ELEV.= 450.32 Z AW CUT LINE 6" UTSIDE FOG LINE _ '..... e D- -- _T,.. — iI 11l ..._ D 06 +00 - -+ I II� =_ 60' R/W EXISTING FOG LINE I 168TH AVE SE PID # 7229700120 VACANT LOT ®lei s M. s@eet ENGINEERS LLC WARNING: elm C.SVite210 1 ®I 0 I C I F,deW Way. WA9ii , ev M4M 13 m-e THE UTILITY LOCATIONS SHOWN WwW.esmcivil.com a:a�Mg )en3_xm Civil En9Pico g Proj $urvgirq -.nJ %tinning ARE APPROXIMATE ONLY. DEPTH eo I -and MonogemeM 1 nd cog. N ei,x,u,n UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011 107 +00 PID #7229700055 HOUSE # 16647 DRIVEWAY AND UTILITIES SERVICED OFF OF S.E. 134TH ST. A —+ 60' R/W —i 168TH AVE SE PID #7229700110 HOUSE #13442 FIRST FLOOR ELEV.= 466.70 1 co I I I� aI � II M I� r I LU T / 10600 \ ; OF PAVEMENT I 5' INTO STA. 108 +24.10, 168TH AVE SE = STA. 700 +40.00, SE 134TH ST POINT #201 — CASED MONUMENT N: 178666.52 E: 1323131.05 SEE SITE SURVEY CONTROL PLAN SHEET KEY —SV I PID #7229700125 VACANT LOT EXISTING CROSSWALK (TYP) 157 NO. I REVISION o A IN Illi!1111111� r 0 $VRV .. EDGE OF 0 PID 7229700065 HOU E #13435 FIRST FLOOR ELEV.= 467.26 PID #7229700120 VACANT LOT i - a--- -T ---- n SCALE: 1" =20' HORIZ. 1 " =5' VERT. CONTOUR INTERVAL =2' 20 10 0 20 40 0 NOTES: (0 + 1. EXISTING UTILITIES ARE SURFACE LOCATED 10 ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. PRIOR TO TRENCHING ALL HARD �Q SURFACES (PAVEMENT, CONCRETE, DRIVEWAYS ETC.) ARE TO BE SAWCUT W FULL DEPTH. m 3. PROPERTY CORNERS, RIGHT —OF —WAY W W MARKERS, SURVEY MONUMENTS AND FENCES THAT MAY BE REQUIRED TO BE J (�% REMOVED OR DISTURBED BY CONSTRUCTION SHALL BE FIRST LOCATED = AND REFERENCED BY A SURVEY AND C.± RESTORED IN THEIR ORIGINAL CONDITION (— AND LOCATION AFTER CONSTRUCTION IS Q COMPLETED BY A LICENSED PROFESSIONAL SURVEYOR. IF MONUMENTS NEED TO BE RAISED TO NEW GRADE, SAID RAISING SHALL BE IN ACCORDANCE WITH 2007 KING COUNTY STANDARD DETAILS 5 -019 AND 5 -020. PID #7229700270 PID #7229700265 HOUSE #16646 VACANT LOT FIRST FLOOR ELEV.= 465.05 ROADWAY IMPROVEMENTS ALONG168TH AVE SE ARE SHOWN ON BRIARWOOD ELEMENTARY SCHOOL CIVIL CONSTRUCTION PLANS, EXCEPT WHERE NOTED. i w SE 136TH ST JL SE 13TrH P SE 144TH ST KEY MAP NOT TO SCALE 109 +00 EDGE OF PAVEMENT - -I— - — —, -- LEGEND 'I PROPOSED PAVEMENT RECONSTRUCTION ' AREA. ACTUAL LIMITS OF w 7 — 1H \ RECONSTRUCTION TO BE DETERMINED �� BASED ON SITE CONDITIONS. FILTER FABRIC INLET PROTECTION. PEA GRAVEL FILL SAND BAGS PERKING COUNTY STANDARDS CHECKED FOR COMPLIANCE TO CITY STANDARDS S=361 612 Lc 10 -20' 0R1', N. lg'8/lgg' CITY OF ISSAQUAH SCHOOL DISTRICT RENTON ROAD RESTORATION PLAN PLAN AND PROFILE: 168TH AVE. S.E. A ° DATUM Planning /Building /Public Works Dept. STA. 105+60.00 TO STA 108+80.00 IF NOT ONE ,NGI SGLE ACCORDINGLY 01/11/201: E�DDGGN: we RD -02 W T Q z F � � z w a O o! a � z W X W Ir LU W ,Urr ^ V/ I) O U Q Q STA, 108+24.10, 16 I J4 AVE J' = STA. 108 +24.10, 168TH V SE POINT #204 CASED MONUMENT N: 178666.52; E: 1323131.05 SEE SITE SURVEY CONTROL PLAN, SHEET KEY -SV IIj I ,o d � ,,,,,lu,l IIIrliLiiu,l _ yr G 17 0 +00� d SEE SHEET RD -02 A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA BRIARWOOD ELEMENTARY SCHOOL „_, ,PID #1323059026 ,1[ V< w'^ W Y I �al I Q 1 i +0 0 00 v 60 R/W 7 +00 EDGE OF ! PAVEMENT (0 1 LI E SEE SHEET RD -02 A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA BRIARWOOD ELEMENTARY SCHOOL „_, ,PID #1323059026 ,1[ V< P_ -------- ` 1 1 TRENCH RESTORATION PER _ rn - / P — — P -_ SE 134TH ST % / _ — P °� = P \DETAIL SHEET DT -01 (TYP.) 4 , i' �'�� SA T LINE (TYP.) ❑�� ! I II � � \ ❑KING COUNTY ROW PROPOSED CURB /GUTTER & SIDEWALK 1. ® AS SHOWN ON BRIARWOOD ELEMENTARY SCHOOL CIVIL CONSTRUCTION PLANS PID #7229700125 VACANT LOT PID #7229700130 HOUSE #16823 e ` FIRST FLOOR ELEV.= 479.19 / CONSULTING i sm,lls ENGINEERS LLC lei WARNING: ea>,C,S.ReM I ®I I I Fetlarol WAy, WN 88003 THE UTILITY LOCATIONS SHOWN www•esmcivii.com � a cnn Ensm°e61 I proi ci°N�o up men, Wne°mpe °'Mamlxwm ARE APPROXIMATE ONLY. DEPTH ° " ° "` "° ° UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011 PID #7229700135 HOUSE #16833 FIRST FLOOR ELEV.= 480.30 ROADWAY IMPROVEMENTS ALONG SE 134TH ST ARE SHOWN ON BRIARWOOD ELEMENTARY SCHOOL CIVIL CONSTRUCTION PLANS, EXCEPT WHERE NOTED. 5- 361613 F D -- P SCALE: 1 " =20' HORIZ. 1 " —V VERT. CONTOUR INTERVAL = 2' 20 10 0 20 40 NOTES: 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. PRIOR TO TRENCHING ALL HARD SURFACES (PAVEMENT, CONCRETE, DRIVEWAYS ETC.) ARE TO BE SAWCUT FULL DEPTH. 3, PROPERTY CORNERS, RIGHT -OF -WAY MARKERS, SURVEY MONUMENTS AND FENCES THAT MAY BE REQUIRED TO BE REMOVED OR DISTURBED BY CONSTRUCTION SHALL BE FIRST LOCATED AND REFERENCED BY A SURVEY AND RESTORED IN THEIR ORIGINAL CONDITION AND LOCATION AFTER CONSTRUCTION IS COMPLETED BY A LICENSED PROFESSIONAL SURVEYOR. IF MONUMENTS NEED TO BE RAISED TO NEW GRADE, SAID RAISING SHALL BE IN ACCORDANCE WITH 2007 KING COUNTY STANDARD DETAILS 5 -019 AND 5 -020, N BRIARWOOD ELEMENTARY i SCHOOL Q 0� � Da rot S SE 136TH ST J -1 SE 137TH P L T!r"f} 1 ' LIBERTY < < SCHOOL F SE 144711 ST MAYWOOD MIDDLE SCHOOL Q KEY MAP NOT TO SCALE LEGEND ❑ PROPOSED PAVEMENT RECONSTRUCTION AREA. ACTUAL LIMITS OF RECONSTRUCTION TO BE DETERMINED BASED ON SITE CONDITIONS. IP FILTER FABRIC INLET PROTECTION. D PEA GRAVEL FILL SAND BAGS PER KING COUNTY STANDARDS CHECKED FOR COMPLIANCE TO CITY STANDARDS ° Rasr suB1°TAL' 11/22/" ""°'� ISSAOUAH SCHOOL DISTRICT of /» /�� 1 SECOND SUBMDTAL ESMI 12/23/11 �� xaa¢°Nral. NdD Isar /ISS, �. ° l`" S CITY ROAD RESTORATION PLAN 2 MnLAR su urTa ' +/1+/12 ��.,e� REN TON PLAN AND PROFILE: S.E. 134TH ST. PME. DPFWN:Ie'^ OFANtXC N0: O "E "CH DATUM " o, 1 s Planning /Building /Public Works Dept. AJM IF °T I.. 168TH AVE. S.E. TO PUMP STATION RD -03 H ONE N0. REVISION BY DATE APPR «: 13 /4 L7011 +0 0 60 R/W 7 +00 EDGE OF ! PAVEMENT .* EX FOG 1 LI E �\ 1 � PK 70 T ._._._ P_ -------- ` 1 1 TRENCH RESTORATION PER _ rn - / P — — P -_ SE 134TH ST % / _ — P °� = P \DETAIL SHEET DT -01 (TYP.) 4 , i' �'�� SA T LINE (TYP.) ❑�� ! I II � � \ ❑KING COUNTY ROW PROPOSED CURB /GUTTER & SIDEWALK 1. ® AS SHOWN ON BRIARWOOD ELEMENTARY SCHOOL CIVIL CONSTRUCTION PLANS PID #7229700125 VACANT LOT PID #7229700130 HOUSE #16823 e ` FIRST FLOOR ELEV.= 479.19 / CONSULTING i sm,lls ENGINEERS LLC lei WARNING: ea>,C,S.ReM I ®I I I Fetlarol WAy, WN 88003 THE UTILITY LOCATIONS SHOWN www•esmcivii.com � a cnn Ensm°e61 I proi ci°N�o up men, Wne°mpe °'Mamlxwm ARE APPROXIMATE ONLY. DEPTH ° " ° "` "° ° UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011 PID #7229700135 HOUSE #16833 FIRST FLOOR ELEV.= 480.30 ROADWAY IMPROVEMENTS ALONG SE 134TH ST ARE SHOWN ON BRIARWOOD ELEMENTARY SCHOOL CIVIL CONSTRUCTION PLANS, EXCEPT WHERE NOTED. 5- 361613 F D -- P SCALE: 1 " =20' HORIZ. 1 " —V VERT. CONTOUR INTERVAL = 2' 20 10 0 20 40 NOTES: 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. PRIOR TO TRENCHING ALL HARD SURFACES (PAVEMENT, CONCRETE, DRIVEWAYS ETC.) ARE TO BE SAWCUT FULL DEPTH. 3, PROPERTY CORNERS, RIGHT -OF -WAY MARKERS, SURVEY MONUMENTS AND FENCES THAT MAY BE REQUIRED TO BE REMOVED OR DISTURBED BY CONSTRUCTION SHALL BE FIRST LOCATED AND REFERENCED BY A SURVEY AND RESTORED IN THEIR ORIGINAL CONDITION AND LOCATION AFTER CONSTRUCTION IS COMPLETED BY A LICENSED PROFESSIONAL SURVEYOR. IF MONUMENTS NEED TO BE RAISED TO NEW GRADE, SAID RAISING SHALL BE IN ACCORDANCE WITH 2007 KING COUNTY STANDARD DETAILS 5 -019 AND 5 -020, N BRIARWOOD ELEMENTARY i SCHOOL Q 0� � Da rot S SE 136TH ST J -1 SE 137TH P L T!r"f} 1 ' LIBERTY < < SCHOOL F SE 144711 ST MAYWOOD MIDDLE SCHOOL Q KEY MAP NOT TO SCALE LEGEND ❑ PROPOSED PAVEMENT RECONSTRUCTION AREA. ACTUAL LIMITS OF RECONSTRUCTION TO BE DETERMINED BASED ON SITE CONDITIONS. IP FILTER FABRIC INLET PROTECTION. D PEA GRAVEL FILL SAND BAGS PER KING COUNTY STANDARDS CHECKED FOR COMPLIANCE TO CITY STANDARDS ° Rasr suB1°TAL' 11/22/" ""°'� ISSAOUAH SCHOOL DISTRICT of /» /�� 1 SECOND SUBMDTAL ESMI 12/23/11 �� xaa¢°Nral. NdD Isar /ISS, �. ° l`" S CITY ROAD RESTORATION PLAN 2 MnLAR su urTa ' +/1+/12 ��.,e� REN TON PLAN AND PROFILE: S.E. 134TH ST. PME. DPFWN:Ie'^ OFANtXC N0: O "E "CH DATUM " o, 1 s Planning /Building /Public Works Dept. AJM IF °T I.. 168TH AVE. S.E. TO PUMP STATION RD -03 H ONE N0. REVISION BY DATE APPR «: 13 /4 w z w 0 a CL Z O z W X W cc W W F- 0 IIr 0 J O Q W BacNRUSrcawETV.rcOMRTHE gE _ eoTFauumsmESaF*e ¢ ortcx T NN. _ A, Y, �r • G, 't vy it - -I xFFT� 1. CONDRIONOFUSE i.t. WQiECgNCETJIMlEO RUNOFF FROM DETUt@IEOAREAS TOANUFROMPONOSOR TRAP6. 12. TOOONYEY RUNOFF INTERCEPTED FROM UNDISTIRiBEOAREAS AROMND TNESITETOANON- EROSIVEOI6CNARGEPOINI. z MADTHIANCE SraTmAxos 2.1. ANYSEDIMEM DEPpSITN)N OF MOHETHAN QS FEETSHALL BE PEMOVEOSOTHATTMECfU +NNEL I6RE6TORED TO RS ORIGINAL DESIGN CAPACITY. 22 TFECFECKDANS SHALL BEERAMFEDFOR8EiN8�8COURWGAND EI2DSRM`OF TFEBEDAND SANNS.IFS000RINGANDERGSION RASOCCURRED, AFFECTEDAREASSHALL BE PROTECTED BY RIPRAP ORANEROSIONCONTRGL9UNIET. 11LHLN: WORKS CHECK DAMS SPACING AND SID. PIAN — M7.AO DRP.AR- A1F.T'T CROSS SECTIONS MARL t ^cU(tR .,T PO918 V96SfIA ®�M98MNt.4. ®l BOJVIIBR'10 /.R/EHi/HRCR,PNI4 � V' PWfPP1RYY.' WGRt9FD ; msselsE S,avewvnFn YHI'simfl,w 0" EHNEENI N,;wf YWM SIP6V3(H FABb01140 FL1tiP F"PAC � 9 NWMUM4YA'TfEMH N B"GIIFLL RENCIIMIX � INTA£EGL " . .SFVNCOONEOIAS OLFflE£ WST9,A9SNi aemwuaT ,. CONORIONOF I9E 1 SILT FENCE LIAYBEUSED OpNN6LOPE CFALLBGN189EDAIEA9. 12 2 SILT FENCEISNOT INTENOEDTOTPEATCOXCENIMIEDFLONS. NORIB xiENDEDTOTREAT SUBSTANIIALAMOUNTSOF OVERIANO FLOW. ANYCONCBi1MTEDFLDN TAOSt BECONVEYEOTHRWGHTIE ORAWAOESYSTEMTOASFDIMFM TRAPORPOND. 2 1 21. 22 23 20. TIE OEOTFXIEP USED I AE S'T LET THE STANDARD NSIED BEI I OW. A CpPY pF THE MNJIIFACTUPHt'S FABRIO SFEGFlCATIONB MOST BE AVNURIE ON SITE 1 MRSIIE,iANCESTANDARDS d1. ANY pAMAOESNALLBEPEPARIMIEDIATELY. d2 IFGOXCFNTRATm FLOESAREEMOBJTURBLL W TIEFENfE THEY MVSTSE WTERCEPTEp ANO WNVEYEOTDASE dd RISIMPgiTAMTOClECRTIE MMILLSIOE OFTE FENCE FORSRiPE: OFTHEFENCE CLODOINS ANDACIINGASAE TEN WWNG CHAMiHPATKKJpF FLO'NB PAAAILELTOTHEFHICE. DoHG CWi3. tiBIACETHE FENCEIXiPBA BEDINBR. 30. SEDIxBT'NBfiTBE �AIOYFD N'HBI9EINMEMEBRICHFSHIGH. ii iFT1E FLTERFABPoC U>E DTF% RtFJHA90ETERIOPATEO WETOULTPAVNllET MEAK00YM ,IF5F4llLBER@IACED. STD. 1 DEPA MErTs SILT FENCE _ � 09 DGPAR= AtL1CT f MARCH 200D ® CONSULTING ENGINEERS LLC WARNING: 8t6 "6V� 1® I * 1w1 BWp C. WSO. W0 F"tl"rel Wey, WA 98003 WWw.GSmcivil.cpm .. H•H ;�, THE UTILITY LOCATIONS SHOWN CNN E "Bln" "No 1 Project Ibmpemanl 1 land POINNP"OfMlleduro ARE APPROXIMATE ONLY. DEPTH P"OIIC .,ks UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011 i FILTER FENCE mar TOWAM OLrwWdNL EROSION CONTROL MITTOSCALE K41 LagTt�P� REVISION EXISTING FOG LINE SAW CUT LINE EXISTING EDGE OF CRUSHED SURFACING TOP COURSE SHALL BE ADDED TO SHOULDER TO TRANSITION EDGE OF ASPHALT OVERLAY TO THE SHOULDER (IF NECESSARY). 2.0' WIDE MINIMUM PAVEMENT PATCH. 6.5" CRUSHED SURFACING MATERIAL AND HMA 1/2" THE SAME THICKNESS AS THE EXISTING ASPHALT PAVEMENT OR A MINIMUM OF 2 INCHES, WHICHEVER IS GREATER. SEE PROJECT SPECIFICATIONS FOR UTILITY BACKFILL INFORMATION WIDTH VARIES FULL WITH OVERLAY IF CONNECTION TO EXISTING ASPHALT IS VARIES (6" MIN.) REQUIRED THE SAWCUT ALONG PAVEMENT EDGE SHALL BE 2" DEEP. THEN REMOVE AND OR GRIND EXISTING ASPHALT SO THAT OVERLAY MATCHES EXISTING PAVEMENT. EMULSIFIED ASPHALT GRADE CSS -1 TACK SHALL BE APPLIED TO EDGE OF EXISTING PAVEMENT. ALL JOINTS SHALL BE SEALED USING PAVING ASPHALT AR4000W. I 1' WIDE TRENCH PROPOSED SEWER FORCE MAIN (3.0' MINIMUM COVER) VARIES (SEE PLAN VIEW) NOTES: 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND TEMPORARILY PATCHED WITH ASPHALT AT THE END OF EACH WORK DAY. THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK. 2. THE ROADWAY SHALL BE REBUILT WITHIN TWO (2) WEEKS OF FINAL INSPECTION AND APPROVAL OF UTILITY INSTALLATION. 3. IF CONSTRUCTION OF SANITARY SEWER FORCE MAIN OCCURS OUTSIDE OF THE FOG LINE THE UTILITY PATCH AND OVERLAY ONLY NEEDS TO EXTEND TO FOG LINE AS OPPOSE TO CENTERLINE OF ROADWAY, HOWEVER, IF THE UTILITY IMPROVEMENTS EXTEND INTO THE TRAVEL LANE A FULL WITH OVERLAY IS REQUIRED. 168TH "E. S.E. & SE 134TH STREET (KING COUNTY STREETS) LONGITUDINAL STREET RESTORATION DETAIL NOT TO SCALE THE SAW CUT ALONG PAVEMENT EDGE SHALL BE 2" DEEP. THEN REMOVE AND 5' MIN. OR GRIND EXISTING ASPHALT SO THAT (SEE PLAN) OVERLAY MATCHES EXISTING PAVEMENT. EMULSIFIED ASPHALT GRADE CSS -1 TACK SHALL BE APPLIED TO EDGE OF XISTING SAW CUT LINE PIPE PAVEMENT. ALL JOINTS SHALL BE SEALED USING PAVING ASPHALT AR4000W. (TYP) 5.0' WIDE MINIMUM PAVEMENT �� 1" WIDE TRENCH 6.5" CRUSHED SURFACING MATERIAL AND HMA 1/2" THE SAME THICKNESS PROPOSED SEWER AS THE EXISTING ASPHALT PAVEMENT FORCE MAIN (3.0' OR A MINIMUM OF 2 INCHES, MINIMUM COVER) WHICHEVER IS GREATER. SE 134TH STREET & SE 136TH STREET (KING COUNTY STREETS) TRAVERSE STREET RESTORATION DETAIL NOT TO SCALE CHECKED FOR COMPLIANCE TO CITY STANDARDS S= 361614 MM 11 /22/11 moo` vc NTS NONv0MM: owB ro see CITY OF ISSAQUAH SCHOOL DISTRICT MIA 12/23/11 NID 19W/1991 O sM 01/11/12 BN6 BMWN: L I R EN TON SANITARY SEWER EXTENSION a/a °N E INH ROADWAY DETAILS `"O AT L Planning /Building /Public Works Dept. •�YY IF NOT ONE INCH BY DATE APPR +� "HOMO: SCN£ "tCOR°1N6Lr clL S- 36l6 l' f 01/1 DT -01 Zi ----- _ - - - - -- an0_— en0 �en� an0 an° 0 0 I W R z z �1 `F, o7 sa I , EXISTING DRAINFIELDTO BE DECOMSSIONED AFTER SEWER __ _ ' k I i i EXTEE SIO TO CITY OF RENTON SEWER --------- - - - - -- 1 SYSTEM (SEPARATE PERMIT). W f �tLU t FX ] AN°FIEW V/ ------ - - - - -- r r EXISTING DRAINFIELDTO BE DECOMSSIONED AFTER SEWER __ _ ' k I i i EXTEE SIO TO CITY OF RENTON SEWER --------- - - - - -- 1 SYSTEM (SEPARATE PERMIT). W f �tLU t FX ] AN°FIEW V/ I r - - - -- -- -- TkRRAFOJZMA DESIGN GROUP, INC. CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE ® 5027 51st Avenue SW Seattle WA 98136 a ® phone 206.923.0590 _ ® webslte www.terraformadeeigngnmCcom U. 1K /I JJ GRAPHIC SCALE 50 0 25 50 loo 200 I I ( IN FEET) j I 1 inch = 50 ft.) , I I i i I I t __ 8 r� 00� I z 1 i RE UCTeO f U XILARY %IlARYOVM 1 EX. BUILDING MNNFF =3]S t0 PFL MD Ri BIF o < NW 1/4 OF SEC. 24, TWP. 23N, RGE. 5E, W.M., KING COUNTY, WA SHEET INDEX - SEWER PROPERTY INFO C6.1 SEWER COVER SHEET 6 PARCEL N0: 2423059005 C6.2 SEWER PLAN C6.3 SEWER DETAILS & NOTES Es SITE I I 169 I I I I 1 1 � 1 11...... =off �,• as� 1 L EX, MUSIC BUILDING t 1 MFINFF -37570 f . 1 1 y 1 1 11 1 F If ' v ,V% s -� If dT OVERALL SEWER PLAN TDG JOB# 09014 NO, REVISION Rn7 EX. SCH w EX.BUILDING EX. BUILDING .11.4510 II , I , EG E PAD ;, CITY OF 1gR20NrOL ,N➢ tgel /1981 P PAD 1" = 50' ^� RENTON PAD ONE INEN IATUM PAD IF NaF ONE�INCH Planning /Building /Public Works Dept. ( ECAE 100H NN0.Y VICINITY MAP Y. SCALE: N.T.S. t PROJECT TEAM CIVIL ENGINEER TERRAFORMA DESIGN GROUP, INC. 5212 37TH AVENUE SW SEATTLE, WA 98126 ( CONTACT: PEDRO DEGUZMAN, PE PHONE: (206) 923 -0590 EMAIL, pedro®nwlink.com OWNER / DEVELOPER �\ ISSAQUAH SCHOOL DISTRICT i 565 NW HOLLY STREET ISSAQUAH, WA 98027 t CONTACT: STEVE CRAWFORD PHONE: (425) 837 -7040 GOVERNING AGENCIES In L_ GRADING. DRAINAGE. SEWER KING COUNTY ODES 900 OAKESDALE AVENUE SW RENTON, WA 98055 WATER KING COUNTY WATER DISTRICT NO. 90 t I 15606 SE 128TH STREET ` RENTON, WA 98059 '+� CONTACT: THOMAS HOFFMAN PHONE: (425) 225 -9600 I i 1 NOTE: NEW SEWER FORCEMAIN TO BE CONSTRUCTED. DISCHARGE TO 1 CITY OF RENTON SEWER SYSTEM. �.; DESIGN BY ESM CONSULTING Ir II ENGINEERS. IF t 1 i� , n J k IR i SeP1.E.� 1 >M t I , p I R=361627 I Checked for Compliance to City Standards g I I ; MAYWOOD MIDDLE SCHOOL 12/22/11 for Ry E: — ISSAQUAH SCHOOL DISTRICT D,m„a, 14490166th Avenue SE, Renton, WA 98059 C6.1 SEWER COVER SHEET 3 i I ------ - - - - -- /�— I /€ //LU /� VJ y1 ------------- - - - - --I NOTE NEW SEWER FORCEMAIN TO ' N BE CONSTRUCTED DISCHARGE TO CITY OF RENTON SEWER SYSTEM DESIGN BY ESM CONSULTING x ENGINEERS. I , a r � raF,.. I r - - - -- -- -- TkRRAFOJZMA DESIGN GROUP, INC. CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE ® 5027 51st Avenue SW Seattle WA 98136 a ® phone 206.923.0590 _ ® webslte www.terraformadeeigngnmCcom U. 1K /I JJ GRAPHIC SCALE 50 0 25 50 loo 200 I I ( IN FEET) j I 1 inch = 50 ft.) , I I i i I I t __ 8 r� 00� I z 1 i RE UCTeO f U XILARY %IlARYOVM 1 EX. BUILDING MNNFF =3]S t0 PFL MD Ri BIF o < NW 1/4 OF SEC. 24, TWP. 23N, RGE. 5E, W.M., KING COUNTY, WA SHEET INDEX - SEWER PROPERTY INFO C6.1 SEWER COVER SHEET 6 PARCEL N0: 2423059005 C6.2 SEWER PLAN C6.3 SEWER DETAILS & NOTES Es SITE I I 169 I I I I 1 1 � 1 11...... =off �,• as� 1 L EX, MUSIC BUILDING t 1 MFINFF -37570 f . 1 1 y 1 1 11 1 F If ' v ,V% s -� If dT OVERALL SEWER PLAN TDG JOB# 09014 NO, REVISION Rn7 EX. SCH w EX.BUILDING EX. BUILDING .11.4510 II , I , EG E PAD ;, CITY OF 1gR20NrOL ,N➢ tgel /1981 P PAD 1" = 50' ^� RENTON PAD ONE INEN IATUM PAD IF NaF ONE�INCH Planning /Building /Public Works Dept. ( ECAE 100H NN0.Y VICINITY MAP Y. SCALE: N.T.S. t PROJECT TEAM CIVIL ENGINEER TERRAFORMA DESIGN GROUP, INC. 5212 37TH AVENUE SW SEATTLE, WA 98126 ( CONTACT: PEDRO DEGUZMAN, PE PHONE: (206) 923 -0590 EMAIL, pedro®nwlink.com OWNER / DEVELOPER �\ ISSAQUAH SCHOOL DISTRICT i 565 NW HOLLY STREET ISSAQUAH, WA 98027 t CONTACT: STEVE CRAWFORD PHONE: (425) 837 -7040 GOVERNING AGENCIES In L_ GRADING. DRAINAGE. SEWER KING COUNTY ODES 900 OAKESDALE AVENUE SW RENTON, WA 98055 WATER KING COUNTY WATER DISTRICT NO. 90 t I 15606 SE 128TH STREET ` RENTON, WA 98059 '+� CONTACT: THOMAS HOFFMAN PHONE: (425) 225 -9600 I i 1 NOTE: NEW SEWER FORCEMAIN TO BE CONSTRUCTED. DISCHARGE TO 1 CITY OF RENTON SEWER SYSTEM. �.; DESIGN BY ESM CONSULTING Ir II ENGINEERS. IF t 1 i� , n J k IR i SeP1.E.� 1 >M t I , p I R=361627 I Checked for Compliance to City Standards g I I ; MAYWOOD MIDDLE SCHOOL 12/22/11 for Ry E: — ISSAQUAH SCHOOL DISTRICT D,m„a, 14490166th Avenue SE, Renton, WA 98059 C6.1 SEWER COVER SHEET 3 i I W Q Z F- U W d H F7 w g Z U w 'o a C w 7' t NOT TO sGAI:E MANHOLE FRAME AND COVER SEE STD. FLAN 401 ANUSTMENT RINGS (2" KIM) SEE NOTE 6 MORTA m?TT(S) (31W MIN,) SE NOTE 5 CONE (ECCENTRIC) RUBBER 0AS(ETED JOINTS M ACCORDANCE VAIN ASTS C -443 STEPS POLYPROPY.FNE STEPS WALL BE INCLUDED CONCRETE 9E_R BY PIPE INC OR APPROVED EQJA LADDEPH, POLYPROP`LENE SHALL BE ATTACHE) TD MAUNRCLE MAX PIPE SIZE -'E` CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF, tAD1E.fi:.. L. STEPS TO BE POLYPROPYLENE SAFETY STEPS, 1 STEPS ARE TO BE IN PLACE �"QRE MANHOLE SECTIONS ARE INSTALLED. 3. CAST:N3 SHALL RE PER STD. PLAN AGO 4, MMHXE SECTORS "9 BE OF REINFORCED PRECAST CONCRETE. S. ALL ACRES NTSCE4 THE CONE RISER RINGS, eRtCK5 AND CATENG SNAi1, BE GROUTED, s. AOJUSR,RNT OF THE .,ASTINO TO GRADE ,.HALL BE ACCOMPLISHED WITH A. COMBINATION OF ADJU5iMENT RINGS, tiRWKS AWE MORTAR ULA,y 91RCI 3 MALL BE lTAOCNED'R) Cf EAff A RUNNING SEND Oat 1/2 GONE. THP U9�(2E' SF F C .5 pROa 81T':'D 7, SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES MCLUDINC CHANNELING, COATED (SEALED) AFH A HIGH SQUIBB URETHANE COATING; WASSER MC- AROSHIRD OR APPROVED EQUAL: COLOR OF COATING SMALL BE WHYEc. 6 RUBBER GASKETEO JOINTS SFIALL BE IN DON- CRMANCE a4TH AEU 0-443. 9, CHANNEL HEIGHT SHALL BE A MINMUV OF 3/4 OFF, THE INSIDE DIAMETER Or THE LARGEST PIPE. 10, CONNECTIONS TO MANHOLE SHAW BE MARE USING GPd: AOAPTCR, KOR -N --SEAS BOOTS OR APPROVED EQUAL, It MANHOLE] EQUAL TO ME QREATER THAN 20 FEET DEEP 50A:_ HAVE A MINIMUM CEAMET -ER OF GD "AND HAVE A "5URETRACH ' ' CLA BIND AND FALL PROTECTION SYSTEM INSTALLED - 3@D, PLAN. - 40G:4 PUBLIC WORKS STANDARD SANITARY MANHOLE a ° OEPARIMENT VARCH 2008 3 I LA il, \ F ,• EJ/ 't 4 J °- / / r OE. FA .� Y 48" MH 48 B MtN. S00 a>6 DUCTILE IRON PIPE, ' -S 54 MH 54 8 MI N. 5 app I.D. F €" MN 60" B MIN. Y � 5 I 2 ' I.D. tAD1E.fi:.. L. STEPS TO BE POLYPROPYLENE SAFETY STEPS, 1 STEPS ARE TO BE IN PLACE �"QRE MANHOLE SECTIONS ARE INSTALLED. 3. CAST:N3 SHALL RE PER STD. PLAN AGO 4, MMHXE SECTORS "9 BE OF REINFORCED PRECAST CONCRETE. S. ALL ACRES NTSCE4 THE CONE RISER RINGS, eRtCK5 AND CATENG SNAi1, BE GROUTED, s. AOJUSR,RNT OF THE .,ASTINO TO GRADE ,.HALL BE ACCOMPLISHED WITH A. COMBINATION OF ADJU5iMENT RINGS, tiRWKS AWE MORTAR ULA,y 91RCI 3 MALL BE lTAOCNED'R) Cf EAff A RUNNING SEND Oat 1/2 GONE. THP U9�(2E' SF F C .5 pROa 81T':'D 7, SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES MCLUDINC CHANNELING, COATED (SEALED) AFH A HIGH SQUIBB URETHANE COATING; WASSER MC- AROSHIRD OR APPROVED EQUAL: COLOR OF COATING SMALL BE WHYEc. 6 RUBBER GASKETEO JOINTS SFIALL BE IN DON- CRMANCE a4TH AEU 0-443. 9, CHANNEL HEIGHT SHALL BE A MINMUV OF 3/4 OFF, THE INSIDE DIAMETER Or THE LARGEST PIPE. 10, CONNECTIONS TO MANHOLE SHAW BE MARE USING GPd: AOAPTCR, KOR -N --SEAS BOOTS OR APPROVED EQUAL, It MANHOLE] EQUAL TO ME QREATER THAN 20 FEET DEEP 50A:_ HAVE A MINIMUM CEAMET -ER OF GD "AND HAVE A "5URETRACH ' ' CLA BIND AND FALL PROTECTION SYSTEM INSTALLED - 3@D, PLAN. - 40G:4 PUBLIC WORKS STANDARD SANITARY MANHOLE a ° OEPARIMENT VARCH 2008 3 I LA il, \ F ,• EJ/ 't 4 J °- / / r 1k `F ( , I .. FA .� Y /-60'• FOR CAST IRON PIP*CR 200 3f6 7�7�� S00 a>6 DUCTILE IRON PIPE, ✓4. 4:R 834 4" CONCRETE 44p >sQSY.e, 7, ?"CL :I7Z1r Y, I,t a r: wf;J1 H aRRba.. 'a�Y :e•4th.. rP,v m... ,L .'_ 3 ACI r;: DDIN - ,A, , tit L 96F1 o:A>. vAb, U11A -'n. Y.w C o ICPOL'f, r ntTk W IR"r mkl`�APAIVL. CIF FCNOF P` 'AP?Y e r ' A 5 s i IH AL Y $ >t z A @ s ( C r ➢ I J I wt P LA1,15,IX OF F18, € t Or l N S O ?i SLR 3v F d 0.1 A' L*' 430 I. E c x it ai p r r { VIMIE011l, Hk .. r�.0 f.D •1 if >....r :E,A,z. U11"1111011 V TIC "A,IP;. Y r ICAF DN MLSI. r i J,u3 it °it A'vNEi@ AC TO JJl%l.aF, PU33f ( 1 Is HAlN_A4S.. 819, PLAN - 408 I BLIC WORKS PIPE BEDDING DLPuxrbT3dGLN'I' FOR SANITARY SEWERS aAAac,u AQDF4 TERRA® DESIGN GROUP, INC. CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE ® 5027 51st Avenue SW Seattle WA 98136 ® Phone 206.923,0590 ® Webaite WeWAermfoanodeeigngrauRcom SEAL WITH AR 4000 OR APPROVED EQUAL AND DRY SAND AFTER PATCHING PATCHED AREA ?LAN FITS -V-O" OUTSIDE DTA. 1 Lt' - 2" ASPHALT CLASS "." OR AS APPROVED. BY ALLOVIABLE MAX, THE ENGINEER, FA .� jj T` /-60'• FOR CAST IRON PIP*CR 200 3f6 7�7�� S00 a>6 DUCTILE IRON PIPE, ✓4. 4:R 834 4" CONCRETE WHPN GERM H PAVEMENT AND $A% MA.a -"SSIS FDA A WSTANCE pMICH IS EDJA1 TO THE DIAUt fR C£ THE MARC PLUS TNJ FEEL. MUST CAUSING FRAME TO PAE)aT SCRFACE USING POSER RINGS OR CONCRETE BU CRS F4 R 5 0 "I 400i. REP4AGE ALL BUT TOP V OF EYCAVA Sa MAINiA4 'WON CLASS 3000 CONCRETE (3/4]. RMSh PAVEMENT SURPACE MTH 2" OF ASPHALT CLASS F` OR AS APPROVED eT THE EM IRTR. �j PU87dc WO*CES TYPICAL UTILITY COVER Ml PLAN - 400:6 D➢PARPAiZ T ADJUSTMENT FOR PAVEMENT OR OVERLAY MARCH 2000 P° eD= =PER A, ACCEPTABLE PROCEDURES FOR SEE SEARS CONNECTIONS To MAIN l4NES ARE AS FOLLCAS, A. MITERED CLAY AWN -TAT IN A NEW TEE USN., FLEFA6LE OJE;PUNCS (FEMICO OR APPROVED EQUALL B. CONCRETE MAN - CCR :£- ORILL£DWITH A ROMAC SADDLE FOR A.PPROtA6 EQUAL). C, PVC MAIN - CARE-ORiU M, VATH A NOVAE) SAWLE UA ARPROY.A EQUAL) OR 4f1 'IN A NEW TEE UK= RIGID COUPLINGS, D. DUCTILE IRON MAIN - GIIK- QRILIEO 14C A RGMAC SAUGUS (AR APPROVED NSA-) R tdANH)LE' CONECTON - ALL CCNNECTUYS TO MANHOLES SHALL BE AT MANUF"ACTURM KNOCK -CUTS OR THE STR(LFREE SHALL Bk' OWE - _.HILTED. NQ: FUNLESS OTHERWSE SHOVM ON PLAN, SDE SEWER SHALL HAVE A MINIMUM 2S' COVER AT PROPMT LINE OR 3 -6' LOWER ,PAN THE LOWEST HOUSE ELSVATI0,1, %I CHEVER IS LOWER, " DEFARTMF.N'T" (SEWER MAIN TO PRQ RTYRLINE) �MARCA 2010�� 3/12 3 2 TDG JOB# 09014 NO. REVISION RENTON \\ SEWER. ,f COVER $ FRAME PLAN VIEW .E r e9ia ^t T'f NW 1/4 OF SEC. 24, TWP. 23N, RGE. 5E, W.M., KING COUNTY, WA COVER BOTTOM VIEW fi 1 S� EON BOLTING DETAIL 26 "la EM r q` Ii f &N 4 k , Y ! Pi ; er .. GASKET GROOVE DETAIL f 39 I /b' 'Jbt .--..,...,....._, EIS. FRAME SECTION VIEW a .t,h A AR`IS FIC P I OR F W, St -U A4!' AND V'_I EN fOrl sfC a F`P• 1;4,a ( ON ( +H P:Trr} 5 rCR` OR ,LA 'J, A i g PVD[I AOr'bs 819 PLAN - --- ' ' DE,F 13TIAENT- MANHOLE FRAME AND COVER -" ----- MARCH :008 61N. OGVEIER ALLOVIABLE MAX, 4 n FA .� ipq 15p /-60'• FOR CAST IRON PIP*CR 200 3f6 25p 398 S00 a>6 DUCTILE IRON PIPE, 900 632 4:R 834 500 5P.4 44p 220 app 380 x56 538 LOC { BLOGK.tG Y � 5 I 2 JOB ]°8 26p 360 440 fi20 BOQ 678 R J44 ]3B T2 HORIZONTAL 42a 5:0E OUTLET'TEE a60 B` MIN, SEB,CR MAIN 5FIBER M.AN ]92 i94 z5fi CA€ ]4a 79P AT MAIN OVER 25 S1DnF 806 ELEVATION ]BB J8A NQ: FUNLESS OTHERWSE SHOVM ON PLAN, SDE SEWER SHALL HAVE A MINIMUM 2S' COVER AT PROPMT LINE OR 3 -6' LOWER ,PAN THE LOWEST HOUSE ELSVATI0,1, %I CHEVER IS LOWER, " DEFARTMF.N'T" (SEWER MAIN TO PRQ RTYRLINE) �MARCA 2010�� 3/12 3 2 TDG JOB# 09014 NO. REVISION RENTON \\ SEWER. ,f COVER $ FRAME PLAN VIEW .E r e9ia ^t T'f NW 1/4 OF SEC. 24, TWP. 23N, RGE. 5E, W.M., KING COUNTY, WA COVER BOTTOM VIEW fi 1 S� EON BOLTING DETAIL 26 "la EM r q` Ii f &N 4 k , Y ! Pi ; er .. GASKET GROOVE DETAIL f 39 I /b' 'Jbt .--..,...,....._, EIS. FRAME SECTION VIEW a .t,h A AR`IS FIC P I OR F W, St -U A4!' AND V'_I EN fOrl sfC a F`P• 1;4,a ( ON ( +H P:Trr} 5 rCR` OR ,LA 'J, A i g PVD[I AOr'bs 819 PLAN - --- ' ' DE,F 13TIAENT- MANHOLE FRAME AND COVER -" ----- MARCH :008 61N. OGVEIER PIPE. 4 n FA .� ipq 15p 130 23fl 200 3f6 25p 398 S00 a>6 35R 556 900 632 4:R 834 500 5P.4 44p 220 app 380 x56 538 hie 6_B >12 JOB ]°8 26p 360 440 fi20 BOQ 678 >4B J44 ]3B T2 128 42a 51]0 a60 680 ]dp J80 ]92 i94 z5fi 448 ]4a Sfi4 644 T2q SQO 806 J86 ]BB J8A ]J2 J64 ]5q zna J84 VIE ]40 825 808 BOB J92 iB5 J76 ]J2 eaa seo aeq asa 9az e� 606 epo ]QZ >ss6 760 908 88a 668 8✓2 890 6z6 920 808 60a :96 ]6a 9pt3 868 3J2 856 8Aa a 56 62 a Bib. owl a 9C. ) B ' 9 eos eae L?6 860 B5z ea e i a a ata era aaa. IiME k'COND^s 98a S St LEACM PT 0 5a oa 5a 204 5i 250 R 30Q 405 450 N.01AN PRES EPOZE THE PIPE W 4,0 RRA.G. ALL SORT APE SHALL ABET f. MINIMUM NR ALLOW 2 JEWI FOR S ABtLGARON, AONN° PRESSURE TCST OF 4.0 P,S.LC, FOR 6 MINUTES AIR AS REOMPREF TO STABUZE THE PRESSURE Win1 M1E LOSS W PRESSURE, iF HIRE fS A LOSS A 4.0 POW, CF PJAM'S o THEN THE TIME OP THE CROP Fl104 39 PSI.C. TO 2R P.SLG SHALL NOT ESE LES THAN 'NE TIM! GROWN ESN TIE Allow TABLESPIiHLTC WORKS AiR'7EST TABLE BID. PLAN - 41Q llEPATYl`MEN'i ( LOW PRESSURE ) POR SANITARY $EWERS MARCH 2000 DIAMETER , ,,,, , ,, €N ,DIAMETER D 60 100 i50 200 260 PIPE 350 -'a00 00 .� 0 80 ,LENGFH(fT 0 50 IDS 159 .260 25p 3x' 350. 4p0 450 600 0 0 89 YBO e32 3ie 396 'aYB 566 632 �fi80 404 50 220 SGO 380 056 536 Be 696: 7E8 >60 762 J4a 590 a40 S20 600 6 >5 ]SIB 836 840 82a 812 86a >42. iSQ, 660 ]40 820 896 932, 906 688 865 858 840, 832 a 200 850 369 '028 992.,964 1332 1658 920 , 900 300 _ -Bf2 BSO 250 tYx 1584 1044 loT3 98B _840 884 �9c4 428 _888 6i2 9G-0 888 300 tY52 1092 1056 Y038 1004 OM SEA 964 448 932 920 908 369 1132 ?496 1088 ?040 1016 896 960 98a 948 938 92< 40a _�, 113? 1100 10]6 ,1452 1038 5008 992 9J8 46+ 452_ 940 SE ^IAytlO 1132. ]104. L190.. _CSR. FPYTB tffiD 7004 989.,916. 36a ... ........4?p...... (SECOND.. ... .952„ DIAMETER PIPE. 0 LEMON fT D 60 100 i50 200 260 300 350 -'a00 00 0 0 80 i60 h54 d 396 h]6 556632 236 316 0 5 E) 318 632 4 ?8 556 632 �)12 e32 66 86a 892 2 94B 8Ri2392 404 884 Sic^' 2 984 65i 298 9(M8 144 T10a tf>G`'�u2S tD4a 1020 1188 1t3r2 -4068 ta64 }052 2992 ilea 91 i2Da ¢; 2�0 T268 i28k tP24 U]6 1132 t1p0 1088 044 ip24 T4%5w s n 25_ 1360 `300 0218 3268 1t8k 1132 "50090 1332 1658 1248 300 _ 1360 308 tP64 1224 9f92 t_t &0 "i32 '100 i086 1232. 2 356 13f0 ?552 1 Te <244 i20B "ti2a it80 'f�i32 t3S2 1328 i7x 8 1608 iSEO ;3zo tzse 'zsi I %38 T o" 2 0 ,i]6 "" 1732 i>x 1858 0 3580 1598 +Si6 92 32fik i t 2 2 "i92 188 }152 18 iiME SE ^IAytlO DIAMETER PIPE. 0 SO Ya0 150 260 26] 309 35;1 h00 h54 500 0 80 160 236 316 398 SAES 556 632 664 880 496 578 852 732 8t 892 9J< 94B 924 404 884 986 !088 1148 3425 298 9}92 144 T10a 40)2 tD4a 1020 ia84 i584 ta64 LADE ts94 ilea tzaii i2Da ri]2 Asa m6 VDO 1608 1632 1069 ?a56 5360 1316 1384 1248 1216 1132 f1x 1624 1650 1509 1452 1008 9368 1332 M13Oa 32)Z 1248 t]x 5438 1389 3532 1462 4444 1408 s3t6 t3a4. 1315 1232. f >x Y644 tS96 ?552 5632 5472 1540 1408 1300 t3S2 1328 i7x 3852 1608 3588 9$32 ihH6 }4 5A I %38 taQe 1364 }350 i>x 1858 1816 3580 1598 +Si6 1484 1480.1432 1008 1398 LIME SECONDS AS NOTED AT NLL NNE IF IM ONE INCH SCALE ALCCPNN0.V ',LFTEPOCKET ii H.C, SOCKET HD 2" A.C. 2' -0" SCREW T OR SONG /( �❑ (BRONxr. . OR s.a) f8� ..- <'--'�'/ ys" x Z' RAISED PADS f i 6" CONCRETE CLASS 3000 \ '^FIOER ,;t3iNT I PACKING i - 12r� ^' 14` WATER TIGHT PLUG RO 2. tW r' 91ASTIRONRLNG AND. COVER ')� PIPE MATERIAL AS CJ"� SPECIFIED BY THE ENGINEER PLUG TO BE SEALED IN SANE MANNER AS MAIN SEWER JOINTS, NOTES, 1. 8' CLEANOUTS SHAH BE EAST JORDAN IRON VrRKS, INC. Ne, 3898 OR EQUAL CLEAN OUT SHALL. W A WATER TIGHT ,ASSSPMLY- 2. IN UNIMPROVED AREAS ROCK A V -D" THICK V -C" SQUARE CCNCRETE, CLASS 3600, PAD AROJNO. THE'PoNG AND COVER, 8RD ". PLAN - 6081 PUBLIC WORKS E OR 4 INCH CiEANgLLT MARCH 2006 SEWER CONSTRUCTION GENERAL NOTES 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE IWTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING / PUBDC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET Of APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT Of WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING /BUILDING/PUBDC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UNUTIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE-CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARVING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFlLLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL DE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. B. A COPY Of THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFlLL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS 'M1H A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFII.LED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1968 METERS AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1963/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBUC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION Of THE DEPARTMENT FOR THE PREVENTION OF ON -SIZE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE W17H THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUItDING/PUBDC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY.' 16, IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2" DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL A I I ff, M, DIRECTIONS TO MATCH PAVING. IAW VERnw: NAro Ie '" " ° °"`"` "" "°'�'°' CITY OF RENTON DATUM Planning /building /Public Works Dept. Checked for Compliance to City Standards MAYWOOD MIDDLE SCHOOL 12/22/11 for FlEILB.UK: ISSAQUAH SCHOOL DISTRICT gUMM1G HO: 14490188th Avenue SE, Renton, WA 98059 06.3 SEWER DETAILS &NOTES w J a z O O W T i U a � W J O 0 a M n. 1 O W x W W W 0 ISSAQUAH SCHOOL DISTRICT SEWER EXTENSION PHASE 3 (MAYWOOD MIDDLE SCHOOL) prepared for ISSAQUAH SCHOOL DISTRICT 656 NW HOLLY STREET, ISSAQUAH, WA 98027 181 S 333RD STREET BLDG C, SUITE 210 FEDERAL WAY, WASHINGTON 98003 Phone: (253) 838 -6113 aim �OMAL ESM JOB NO. 1655 -001 -011 0 I nFw suamrrTAL 4 KEY —SS I Emu SS -01 — SS -06 04/04/12 SS -07 suxueES: F¢tl" W V. WA 88°°9 O w� 1 u) atl-6_ Isla wWW.tiBmcivil.com ciml E ,i ... ft, Wna n .'d nbnmm C Publlc WoMC I ser ProJCCt ManapE(Mn< ( LIntlBCapC McbWSfu�a gIEC16D ESM JOB #1655- 001 -011 N0. REVISION BY DATE APPR AP�'+�° Sheet SHEET NO. DRAWING NO. 1 COV -01 2 LG —01 3 KEY —SV 4 KEY —SS 5 -10 SS -01 — SS -06 11 SS -07 12 KEY —RD 1-3-15 RD -01 — RD -03 16 DT -01 5C� vErsnw: ruw le Nrs "°°"" ""' °"��' •' CITY OF RENTON II °NE '"CH I IATUM AT NT Planning /Building /Public Works Dept. IF Atli ME MH S MCOPd"W.Y Index DESCRIPTION COVER SHEET LEGEND AND GENERAL NOTES SITE SURVEY CONTROL SANITARY SEWER EXTENSION KEY MAP PLAN AND PROFILE SANITARY SEWER DETAILS ROAD RESTORATION KEY SHEET ROADWAY RESTORATION PLAN ROADWAY DETAILS CHECKED FOR COMPLIANCE TO CRY STANDARDS ISD SEWER EXTENSION - P3 (MAYWOOD MIDDLE SCHOOL) COVER SHEET PACE MA W: COV -01 w a z w 0 o' o_ LEGEND EXISTING PROPOSED EXISTING FEATURES ABBREVI /kTIONS ROADWAY GENERAL NOTES: ROADWAY CENTERLINE 0 WETLAND FLAG POWER POLE W /DROP LINE & LIGHT PROPERTY / LOT LINE ._ B DROP LINE, LIGHT &TRANSFORMER 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE BIKE RACK POWER POLE W / LATEST STANDARDS AND SPECIFICATIONS OF THE CITY OF RIGHT —OF —WAY .. .. — ________— AVE AVENUE ID INSIDE DIAMETER RENTON PUBLIC WORKS DEPARTMENT AND THE 2008 EDITION OF BOUNDARY LINE ... �) DEBRIS PILE -y- POWER POLE W /DROP LINE &TRANSFORMER AC ASBESTOS CEMENT PIPE IE INVERT ELEVATION THE WSDOT APWA STANDARDS AND SPECIFICATIONS, AS EASEMENT LINE - — — — — - - — — — — - FIRE PITT POWER POLE W /LIGHT ADJ ADJACENT APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE IN INCHES RENTON STANDARD PLANS & SPECIFICATIONS. SOME STANDARD BUILDING SETBACK LINE ---------------- - - - - -- ------------ - - - - -- BOLLARD - POWER POLE W /LIGHT & TRANSFORMER ALUM ALUMINUM L LENGTH DETAIL DRAWINGS MAY HAVE BEEN MODIFIED FOR THE CONTRACT. ROLLED CURB AND GUTTER — HORSE SHOE PIT -o- POWER POLE THE CONTRACTOR SHALL REFER TO DETAIL DRAWINGS INCLUDED ANSI AMERICAN NATIONAL STANDARDS INSTITUTE IN THE CONTRACT DOCUMENTS. A SET OF APPROVED PLANS VERTICAL CURB AND GUTTER --- - "' -- a MAILBOX Q POWER POLE W/TRANSFORMER LB POUNDS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. CONTOUR MINOR - -- < - -- -_- -- at2 -- AP ANGLE POINT LF LINEAL FEET (MINOR) ro' MILE POST MARKER PAD MOUNTED TRANSFORMER 2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTOUR (MAJOR) azo - -- -- azo -- ASPH ASPHALT MAX MAXIMUM AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY FOOTING DRAIN FLOWPATH z .. -G- SOIL LOG L_v_7 POWER VAULT /MANHOLE ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS MFR MANUFACTURER THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR .-. ------ "" - -_ -- -_ -II "' —�'— ' -�' DISTURBANCE. FOR UTILITY LOCATES CALL 800- 424 -5555 OR J 5 SPOT ELEVATION xg2� L; SIGN X SIGNAL CONTROL BOX ASSY ASSEMBLY MH MANHOLE 811) A MINIMUM OF 72 HOURS PRIOR TO EXCAVATION. O - O TOP/TOE OF SLOPE .j I M, SEPTIC DISTRIBUTION BOX i_I SIGNAL JUNCTION BOX BF BUND FLANGE MIN MINIMUM 3. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE — CONSTRUCTION MEETING. ANY SANITARY SEWER STUB MARKER POST TRAFFIC PEDESTRIAN POLE U CONCRETE SIDEWALK E: "�� ? ?I 0 BLDG BUILDING MJ MECHANICAL JOINT MODIFICATIONS TO THE APPROVED TRAFFIC CONTROL PLAN SHALL CONCRETE BLOCK WALL s1b SEPTIC VENT ?_ -__ - -- TRAFFIC SIGNAL POLE BLK BLOCK MISC MISCELLANEOUS BE RESUBMITTED AND APPROVED PRIOR TO IMPLEMENTATION. W ROCKERY OLODD STORM PIPE INLET /OUTLET TRAFFIC SIGNAL POLE W /LIGHT BO BLOW OFF N NORTH 4. ALL FITTINGS SHALL BE BLOCKED PER CITY OF RENTON J STANDARD DETAILS UNLESS OTHERWISE NOTED. Q BARRICADE STORM DRAIN STUB MARKER POST 5 FIBER OPTIC MANHOLE BOW /BW BOTTOM OF WALL NO NUMBER Q BOLLARDS .n ROOF DRAIN FIBER OPTIC STUB MARKER POST BVC BEGIN VERTICAL CURVE NTS NOT TO SCALE 5 CONTRACTOR REMOVE DUST S S STREET SWEEPER TAND DEBRIS PAVEMENTAREAAS EDIREC ED c MAILBOX N 0 o CATCH BASIN Fc TELEPHONE GUY ANCHOR BW BACK OF WALK OC ON CENTER BY THE ENGINEER. FLUSHING OF STREETS SHALL NOT BE c DOWNSPOUTS o p .416' PERMITTED. Oj CABLE TV MARKER POST y1 TELEPHONE ANCHOR POLE CTR CENTER OD OUTSIDE DIAMETER STORM DRAINAGE 6. BEFORE COMMENCEMENT OF TRENCHING, THE CONTRACTOR O CATCH BASIN TYPE 1 W /GRATE CABLE N RISER [i.{ TELEPHONE JUNCTION BOX (UG) CB CATCH BASIN OHW ORDINARY HIGH WATER SHALL PROVIDE A CATCH BASIN FILTER FOR ALL DOWNHILL CATCH BASIN TYPE t W /SOLID UD :ol CI CAST IRON STORM DRAIN INLETS AND CATCH BASINS. THE CONTRACTOR D, SATELLITE DISH a TELEPHONE MANHOLE PI POINT OF INTERSECTION SHALL PERIODICALLY INSPECT THE CONDITION OF ALL FILTERS QCATCH BASIN TYPE 2 W /GRATE 0' LUMINAIRE W /ARM TELEPHONE STUB MARKER POST CL /CE CENTERUNE PP POWER POLE AND REPLACE AS NECESSARY. CATCH BASIN TYPE 2 W /SOUR LID © LUMINAIRE TELEPHONE POLE CUR CLEAR PVI POINT OF VERTICAL INTERSECTION 7. PAVEMENT MARKINGS E.G. LANE LINE BUTTONS OR PAINT, STOP - ?�- -O STORM DRAIN MANHOLE O O BARS, CROSSWALKS, ETC.) DAMAGED OR REMOVED DURING M BEEHIVE MANHOLE LANDSCAPE LIGHT a TELEPHONE RISER CMP CORRUGATED METAL PIPE PE POLYETHYLENE CONSTRUCTION SHALL BE REPLACED IN KIND. YARD DRAIN (ROUND LID) YARD LIGHT (UNDER 10' TALL) V FIRE DEPT CONNECTION CO CLEANOUT PERF PERFORATED Z YARD DRAIN au v GAS STUB MARKER POST HOSE BIB CONIC CONCRETE PVC POLYVINYL CHLORIDE O STORM DRAIN CLEAN -OUT C oho i1, GAS VALVE II, IRRIGATION CONTROL VALVE C CONDUIT PVMT PAVEMENT (n STORM DRAIN PIPE o oc�. OIL FILLER CAP (D WATER MANHOLE CONN CONNECTION PVT POINT OF VERTICAL TANGENCY W ROOF DRAIN -- - - - - -- CONTR CONTRACTOR PC POINT OF CURVATURE re- GUY ANCHOR ny WATER STUB MARKER POST SO SERVICE 6" CPEP WITH CONT CONTINUED PT POINT OF TANGENCY NOTE: X INVERT 0 END OF PIPE o P JI GUY POLE ' "1i MONITORING WELL a,v CY CUBIC YARDS QTY QUANTITY LL) POWER GRATE O POST INDICATOR VALVE i. LOT LINES ARE BASED ON GIS INFORMATION AND ARE FOR cc �� SEWER CL CLASS RET RETAINING GENERAL INFORMATION ONLY. LLI SANITARY SEWER MANHOLE 0 Os • �. ELECTRICAL JUNCTION PULL/BOX SPRINKLER HEAD 2. 2" SEWER FORCE MAIN SHALL BE HOPE SDR 11 PIPE MATERIAL. cos CF CUBIC FEET RR RAILROAD 3. GRAVITY SANITARY SEWER PIPE MATERIAL: SANITARY SEWER CLEANOUT O o O U ELECTRICAL STUB MARKER POST WATER VAULT • PVC SDR35 - 4' TO 15' OF COVER W SANITARY SEWER GRAVITY CFS CUBIC FEET PER SECOND R RADIUS . PVC C900 - LESS THAN 4' OF COVER `v5 ELECTRICAL METER ,�',�- WATER WELL U) SANITARY SEWER FORCE MAIN -FU — DC DEGREE OF CURVATURE RED REDUCER PVC C900 - OVER 15' OF COVER Q e GAS -- :r - - --,� GUARD RAIL DI DUCTILE IRON REINF REINFORCED U) TRAFFIC OIL _____- __0 - _._._..___ FENCE, BOARD DIA /0 DIAMETER REQ REQUIRED STRAIGHT /RIGHT TURN ARROW' A P POWER (BURIED) - - - - - -- FENCE, BARB -WIRE STRAIGHT /RIGHT TURN ARROW 4 DOT DEPARTMENT OF TRANSPORTATION R/W RIGHT OF WAY LEFT /RIGHT TURN ARROW,' 4110 — — P — — POWER (AERIAL) --- - - - - -- - - - - -- FENCE, CHAIN-LINK DIM DIMENSION S SOUTH SURVEY DATUM: STRAIGHT /LEFT /RIGHT TURN ARROW + Q+• - -- -FO -" - --- FIBER OPTICS ----- ��, - - - -- FENCE, ELECTRIC DWGS DRAWINGS SCH SCHEDULE HORIZONTAL DATUM: LEFT TURN ARROW `s ti T TELEPHONE (BURIED) ------ - -< > -- FENCE HOG WIRE D DRAIN SO STORM DRAIN NAD83(91) WASHINGTON STAE PLANE COORDINATE SYSTEM NORTH RIGHT TURN ARROW fl, — — T — — TELEPHONE (AERIAL) - - - - - -= --- - ---- FENCE, SPLIT RAIL EOP EDGE OF PAVEMENT SF SQUARE FEET ZONE STRAIGHT ARROW t t c N CABLE (BURIED) ----- ---- X - - - - -- FENCE, WIRE E FAST SHT SHEET VERTICAL DATUM: HANDICAP PARKING d;. & NAVD 1988 CITY OF RENTON PUBLISHED BENCH MARKS BIKE LANE USU C c N CABLE (AERIAL) - - - - -- o -- FENCE WROUGHT IRON ELEV ELEVATION SPECS SPECIFICATIONS 1� #1909 CASED MONUMENT WITH LEAD AND TACK AT THE INTERSECTION TRAFFIC SIGN e�,- l— - --- - CREEK OR STREAM CENTERLINE i-- RAILROAD TRACKS EL ELEVATION SO SQUARE OF SE 139th PLACE AND 156TH AVENUE SE. INFORMATION SIGN -� T ( 1 l _ � � ELEC ELECTRICAL SS SANITARY SEWER ELEVATION = 408.64 STREET LIGHT WETLAND WITH BUFFER ---- -- _ �� STREAM WITH BUFFER EVC END VERTICAL CURVE STA STATION SE 142ND PLACE AND 156TH AVENUE SE. #2088 CASE MONUMENT WITH A" BRASS DISC AT THE INTERSECTION i EXIST EXISTING STD STANDARD ELEVATION = 372.34 T.E.S.C.P. SURVEY FDC FIRE DEPARTMENT CONNECTION TC TOP OF CURB CITY OF RENTON PUBLISHED BENCH DESCRIPTIONS ARE REVERSED FOR CONSTRUCTION SEQUENCE: ° ° ° ° CLEARING LIMITS B PROPOSED MONUMENT IN CASE FG FINISH GRADE TEL TELEPHONE BENCHMARKS #2088 AND #1909 FIG FIGURE THIRD THREADED t. THE CONTRACTOR SHALL COMPLETE THE INSTALLATION OF THE X FILTER FABRIC FENCE ® FOUND MONUMENT IN CASE SITE CONTROL: FIN FINISHED THIRD THROUGH ESM CONTROL POINT LOCATED 27' NW OF THE INTERSECTION OF SE SANITARY SEWER LINES WITHIN ONLY ONE ROADWAY BLOCK AT A "ash .f. CUTOFF SWALE OoM PROPOSED MONUMENT (AS DEFINED) 136TH ST AND 168TH AVENUE SE. TIME AND SHALL COMPLETE THE TEMPORARY HOT -MIX ASPHALT FL /TL FLOWLWE TOW /TW TOP OF WALL N 178033.9669, E 1323118.6406, ELEVATION = 466.25 RESTORATION OF EACH ROADWAY BLOCK BEFORE BEGINNING INTERCEPTOR DITCH @oM FOUND MONUMENT (AS DEFINED) FL FLANGE WORK IN ANOTHER BLOCK.''...., TYP TYPICAL ESM CONTROL POINT LOCATED 511' WEST OF THE INTERSECTION OF p - - -p-- 2. TEMPORARY RESTORATION OF TRENCHES FOR OVERNIGHT USE N.G.P.E. FENCE FT FEET VERT VERTICAL SE 136TH ST AND 168TH AVENUE SE ON THE SOUTHERLY EDGE OF D DELTA ASPHALT. SHALL BE ACCOMPLISHED BY USING HOT -MIX ASPHALT (HMA). ® ROCK CHECK DAM FM FORCE MAIN W WEST N 178031.6592,E 1322625.8698, ELEVATION = 454.97 STEEL PLATES MAY BE USED OVERNIGHT TO COVER THE LAST (R) RADIAL BEARING < > SECTION OF TRENCH. STEEL PLATES MUST BE PINNED DOWN ® SEDIMENT FILTER GA GAUGE W/ WITH AND ASPHALT RAMPS/WEDGES MUST BE PLACED AROUND THE STRAW BALE (NR) NON- RADIAL BEARING GALV GALVANIZED W/O WITHOUT PLATES. STEEL PLATES SHALL NOT BE USED ON STEEP GRADES OR WHERE STEEL PLATES PRESENT A ROADWAY HAZARD. GRAVEL CONE L ARC LENGTH GI GALVANIZED IRON WSS WATER SAMPLING STATION RIP RAP PAD GV GATE VALVE CHECKED FOR COMPLIANCE TO CITY STANDARDS CONSTRUCTION ENTRANCE Sm361631 K SST / O� 0 FIRST sLmrTTAL am /04/12 sumEVm: seu& ..m NRw lose aTE CONSULTING ENGINEERS lLC ` 4pE i WARNING: "81S330S"� 1® 1 ®1 � I y t MYLAR SUBMrrzAL ESM m is N� OPoNN b WN 19&/1991 �' >= CITY OF ISD SEWER EXTENSION - P3 05/01/201 F O.WW.WA OESIf.NEO: MREEMK: F:eae.m w.r, Wnseooa era (MAYWOOD MIDDLE SCHOOL) Www.esmcivil.com I �°°°� osnxN: .0 RENTON PAGE THE UTILITY LOCATIONS SHOWN 9X mN a: �' sNe DATUM "'`w "_" I =" I "NN <�" /eT's° Tf Fvu "`�� Planning /Building /Public Works Dept. LEGEND AND GENERAL NOTES LG -01 ARE APPROXIMATE ONLY. DEPTH 1 S� p.l �` � IF NOT ONE INC. UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011 S i l� NO. REVISION BY DATE APPR 0R0H0" O 2 w18 w Z W O D: a c J O O U w J _C� G 0 O O cQ G M a_ O Z w x w rr w w U) f� CONTROL POINTS POINT NO. NORTHING EASTING ELEV. POINT DESCRIPTION 100 175503.3310 1320507.7920 371.30 CASED MONUMENT 101 175515.3802 1320911.2439 377.42 REBAR WITH ESM CONTROL CAP 102 175491.8180 1320986.1920 377.50 CASED MONUMENT 103 175419.9630 1322391.7180 414.91 REBAR WITH ESM CONTROL CAP 104 175505.8060 1321336.0190 378.93 REBAR WITH ESM CONTROL CAP 105 175428.8660 1322946.5620 386.93 REBAR WITH ESM CONTROL CAP 106 175366.5240 1323415.5310 425.81 REBAR WITH ESM CONTROL CAP 109 175515.5978 1320733.1930 PK NAIL WITH ESM CONTROL WASHER 110 175433.0256 1321996.8880 PK NAIL WITH ESM CONTROL WASHER 111 175446.3986 11322725.0856 PK NAIL WITH ESM CONTROL WASHER 113 177364.9779 1323408.2061 476.05 PK NAIL WITH ESM CONTROL WASHER 115 178033.9669 1323118.6406 466.25 PK NAIL WITH ESM CONTROL WASHER 200 177996.0829 1323425.0723 CASED MONUMENT 500 175492.8061 1320944.6137 CASED MONUMENT 501 175462.7602 1321973.8124 CASED MONUMENT 502 175439.7740 1322370.1665 CASED MONUMENT 3763 175471.8680 1321815.9850 379.78 CASED MONUMENT 7020 175417.9424 1322748.6171 CASED MONUMENT 7066 175407.2913 1322933.3810 CASED MONUMENT DISTURBED TOP BROKEN OR 7081 175397.9315 1323093.3187 CASED MONUMENT 7099 175435.0774 1322453.5930 CASED MONUMENT 9789 176678.5941 1323403.7060 470.35 PK NAIL WITH ESM CONTROL WASHER 10447 176892.8298 1323081.5045 1 470.921 HUB AND TACK 10455 177225.6684 1323092.3347 1 469.331 PK NAIL 10478 176702.1454 1323097.6635 1 1 REBAR WITH ESM CONTROL CAP SURVEY DATUM: HORIZONTAL DATUM: NAD83(91) WASHINGTON STATE PLANE COORDINATE SYSTEM NORTH ZONE VERTICAL DATUM: NAVD 1988 CITY OF RENTON PUBLISHED BENCH MARKS #1909 CASED MONUMENT WITH LEAD AND TACK AT THE INTERSECTION OF SE 139th PLACE AND 156TH AVENUE SE. ELEVATION = 408.64 #2088 CASE MONUMENT WITH W' BRASS DISC AT THE INTERSECTION SE 142ND PLACE AND 156TH AVENUE SE. ELEVATION = 372.34 CITY OF RENTON PUBLISHED BENCH DESCRIPTIONS ARE REVERSED FOR BENCHMARKS #2088 AND #1909 01 IQ9:S PROPERTY CORNERS. RIGHT -OF -WAY MARKERS, SURVEY MONUMENTS AND FENCES THAT MAY BE REQUIRED TO BE REMOVED OR DISTURBED BY CONSTRUCTION SHALL BE FIRST LOCATED AND REFERENCED BY A SURVEY AND RESTORED IN THEIR ORIGINAL CONDITION AND LOCATION AFTER CONSTRUCTION IS COMPLETED BY A LICENSED PROFESSIONAL SURVEYOR. IF MONUMENTS NEED TO BE RAISED TO NEW GRADE, SAID RAISING SHALL BE IN ACCORDANCE WITH 2007 KING COUNTY STANDARD DETAILS 5 -019 AND 5 -020. WARNING: I® i® I W I Fetleral W". WA 8800.9 THE UTILITY LOCATIONS SHOWN www•esmcivil.com ARE APPROXIMATE ONLY. DEPTH a "W .. I .0 .." ""°"` I .d. UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655 - 001 -011 A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA G��i7�7� ?I^lu: f> >^S'P7iY7�Ei✓:vil:d 10102 REVISION BY I DATE I APPR m� vmnra: ,uw ,s ,•>s�o. OMZON N NN ,s� ,se, s, ,;- CITY OF RENTON I 0NE1�" DATUM a* , Planning /Building /Public Works Dept. If .WI IX!E INgI $fµE gRUpppYVtY SCALE: 1 " = 200' 200 100' O 200' 400' 5- 361632 CHECKED FOR COMPLIANCE TO CITY STANDARDS ISD SEWER EXTENSION - P3 (MAYWOOD MIDDLE SCHOOL) SITE SURVEY CONTROL C�; 5- -3611301 W M J z O O W T 0 1. o_ U W J O O Q M IL Z Z W H X W rlr W W U) cl U) A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA WARNING: PaalanW War. WA eWW3 y�t THE UTILITY LOCATIONS SHOWN gwww.asmciv l.comw it %ss� La PI b111e gn g n, I P jeet�Managnxnl I Lantl ManniP�xbilacWn ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011 n SCALE: 1" = 200' 200 100' 0 200' 400' NOTE: REFER TO SHEET KEY —SV FOR SITE SURVEY CONTROL LIBERTY H.S. Vicinity Map SCALE: I- ® 1250' S- 361633 CHECKED FOR COMPLIANCE TO CITY STANDARDS r00*6 + 1wYLAR s11B,1rrrAL ESM m 12 1-200 CITY OE ISD SEWER EXTENSION - P3 (MAYWOOD MIDDLE SCHOOL) � RENTON 0HE1NG1 DATUM m A F� KK ' Planning /Building /Public Works Dept. SEWER KEY SHEET Z N0. REVISION BY DATE APPR x'"E "tt0�"'ar q a: FT KEY i w � < J z O O w = a V U) w J 0 O O Q Z O z w X W W W 0 ExlsnnG 'o%rrER PID #7229800055 EXISTING WATER METER - -� 2 n O lr EX. S.S.M.H. /111 -09, TYPE 1 -48 "0 STA. 312 +03.25 a cg W N: 176727.06 E: 1323092.34 CONTRACTOR TO V � \O VERIFY LOCATION & ELEVATIONS PRIOR TO CONSTRUCTION AND\ i\ \ \\ NOTIFY ENGINEER OF ANY DISCREPANCIES. HERITAGE PLAT (LIBERTY HIGH i\\ SCHOOL) SEWER EXTENSION. `� m NINE PERMIT #U120020 a �� STA. 312 +03.25 G` EXISTING 8 "0 S.S. -1 EXISTING CHAIN LINK FENCE LIBERTY HIGH SCHOOL 470 465 460 455 450 445 440 ! -1-=1- 1- EDGE OF PAVEMENT A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA PID #7229800066 I I EXSTING 19" CONC. CULVERT �' S.S.M.H. #Ht -10, TYPE 1 -60 "0 STA. 312 +42.78 \T _ N: 176700.60 AV`� E: 1323121.73 W /INSIDE DROP. SEE DETAIL \I ON SHEET SS -07 \q N: 176659.27 ✓,;, E: 1323109.32 L =9.69' N: 176565.23 \'A/ i , R= 40.00' E: 1323103.50 �C ��2�5.. A 13'53'12" - L6 w `375 N> 'Mi .ar .':- ��'� - -- N 02'49'43' E 8461' V v I, v h PID #7229800070 0 53'02 PID #722980007:1 PID #7229800080 STA.315 +60.00 ^ N E: 1323106.53 N. 1 176485.06 > E E. 1 1323104.15 SHEET SS -07 =0°1,. r rL-7 . .71' PID #722980007:1 PID #7229800080 STA.315 +60.00 N: 176385.50 E: 1323106.53 DOUBLE SWEEPING WYE SEE DETAIL SHEET SS -07 +N ifl � M 1 N 316 Q x 4 F- Ill z z -3 -i sfno N 01'24 18" W 91,87' o 4N: J14 +au-.N 116 W 7725 - -- - - - -+-- -� +£1£ 00 3 t - - -- GAT� W 176649.74 N: 176562.31 N: 176477.34 Z W E: 1323107.68 E: 1323103.45 E: 1323104.28 J W 40 LF, 8 "0 PVC SDR -35 S.S. 2 "0 HDPE S.S.F.M. L=2.92' ® S =0.40% R= 50.00' A= 3'20'59" PID #1323059095 168TH AVE SE (UNIMPROVED) EDGE OF EXISTING DIET PATH = Q rn rn� :7� Ni :nj N� �nl n' roj n, of m' �I' a col o w�i w! rn! ro C01 NI �; �: �i �i NI o; rn� .6; SDR -35 0 S =O. �. IIN = I.E. OUT = I.F. IN = KIM = 4titl:t5`J I.E. IN = 1461.64, 8 "0ll I.E. OUT 461.50, 8 70 CONTRACTOR TO VERIFY LOC, ELEVATIONS PRIOR TOICONSI & NOTIFY: ENGINEER OF ANY 1 GROUND F.M. DETAIL 2 "0 HDPE SIS.F.M. 470 1 455 465 460 445k� \ 455 440 450 435 445 1 430 440 1 425 312 +00 312 +40 312 +80 313 +20 313 +60 ® CONSULTING ENGINEERS LLC V Film SLIUM"IAL WARNING: B153W tleh� ( ®I ICI 1 Mn,R SUBMnTU. SItl9 C. seXe 210 Fetle,el W,, WAS90W �aa1 THE UTILITY LOCATIONS SHOWN WWWesmcivil.com MI E" Y (.ID ads' (sae) rox+iem �yQ GOin•.dn9 I Prol Nan"pem•nt I L-daaope°PxMbclun ARE APPROXIMATE ONLY. DEPTH ° " ° "` "° ' s UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011 RAL 'f'►Z N0. REVISION PIPE r Zt HDPE KIM = 43 I.E. = 43: DOUBLE S WYE. SEE ON SHEET \I 455 450 O O O O 445 (00 p M 1 1U)/1 F 440 N = W N Z J W N 435 = 430 n -- SCALE: 1 " =20' HORIZ. 1 " =5 VERT. CONTOUR INTERVAL = 2' 20 10 0 20 40 NOTES: 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. FOR TRENCH SECTION AND PAVEMENT RESTORATION SEE ROADWAY RESTORATION SHEET DT -01. 3. FINAL RIM ELEVATIONS SHALL MATCH RESTORED PAVEMENT GRADES. awwo • NOT TO SCALE .n 5- 361634 314 +00 314 +40 314 +80 315 +20 315 +60 316 +00 HONZOMOL N49 19&A/1981 1 M o, lz o��a 1� -201 c� CITY OF oHnwH: oaJR R E N T O N _,OXE1H,CX DATUM .r Sul uecic 1 Planning /Building /Public Works Dept. IF MW o MLH BY .DATE APPR I "- ."0N2" "`L" t ISD SEWER EXTENSION - P3 (MAYWOOD MIDDLE SCHOOL) PLAN AND PROFILE STA. 312+42.78 TO STA. 316 +00.00 PpOE wuwmc xo: SDR -35 0 S =O. �. IIN = I.E. OUT = I.F. IN = KIM = 4titl:t5`J I.E. IN = 1461.64, 8 "0ll I.E. OUT 461.50, 8 70 CONTRACTOR TO VERIFY LOC, ELEVATIONS PRIOR TOICONSI & NOTIFY: ENGINEER OF ANY 1 GROUND F.M. DETAIL 2 "0 HDPE SIS.F.M. 470 1 455 465 460 445k� \ 455 440 450 435 445 1 430 440 1 425 312 +00 312 +40 312 +80 313 +20 313 +60 ® CONSULTING ENGINEERS LLC V Film SLIUM"IAL WARNING: B153W tleh� ( ®I ICI 1 Mn,R SUBMnTU. SItl9 C. seXe 210 Fetle,el W,, WAS90W �aa1 THE UTILITY LOCATIONS SHOWN WWWesmcivil.com MI E" Y (.ID ads' (sae) rox+iem �yQ GOin•.dn9 I Prol Nan"pem•nt I L-daaope°PxMbclun ARE APPROXIMATE ONLY. DEPTH ° " ° "` "° ' s UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011 RAL 'f'►Z N0. REVISION PIPE r Zt HDPE KIM = 43 I.E. = 43: DOUBLE S WYE. SEE ON SHEET \I 455 450 O O O O 445 (00 p M 1 1U)/1 F 440 N = W N Z J W N 435 = 430 n -- SCALE: 1 " =20' HORIZ. 1 " =5 VERT. CONTOUR INTERVAL = 2' 20 10 0 20 40 NOTES: 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. FOR TRENCH SECTION AND PAVEMENT RESTORATION SEE ROADWAY RESTORATION SHEET DT -01. 3. FINAL RIM ELEVATIONS SHALL MATCH RESTORED PAVEMENT GRADES. awwo • NOT TO SCALE .n 5- 361634 314 +00 314 +40 314 +80 315 +20 315 +60 316 +00 HONZOMOL N49 19&A/1981 1 M o, lz o��a 1� -201 c� CITY OF oHnwH: oaJR R E N T O N _,OXE1H,CX DATUM .r Sul uecic 1 Planning /Building /Public Works Dept. IF MW o MLH BY .DATE APPR I "- ."0N2" "`L" t ISD SEWER EXTENSION - P3 (MAYWOOD MIDDLE SCHOOL) PLAN AND PROFILE STA. 312+42.78 TO STA. 316 +00.00 PpOE wuwmc xo: n -- SCALE: 1 " =20' HORIZ. 1 " =5 VERT. CONTOUR INTERVAL = 2' 20 10 0 20 40 NOTES: 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. FOR TRENCH SECTION AND PAVEMENT RESTORATION SEE ROADWAY RESTORATION SHEET DT -01. 3. FINAL RIM ELEVATIONS SHALL MATCH RESTORED PAVEMENT GRADES. awwo • NOT TO SCALE .n 5- 361634 314 +00 314 +40 314 +80 315 +20 315 +60 316 +00 HONZOMOL N49 19&A/1981 1 M o, lz o��a 1� -201 c� CITY OF oHnwH: oaJR R E N T O N _,OXE1H,CX DATUM .r Sul uecic 1 Planning /Building /Public Works Dept. IF MW o MLH BY .DATE APPR I "- ."0N2" "`L" t ISD SEWER EXTENSION - P3 (MAYWOOD MIDDLE SCHOOL) PLAN AND PROFILE STA. 312+42.78 TO STA. 316 +00.00 PpOE wuwmc xo: � J z O O w = 0 U a U) W J cl O M IL O w x w cr w w 0 U) O 0 O O OCO r N M W N 2 N W N J Ian y 0 405 PID #7229800080 N o� r v A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA 60' KING COUNTI' RIGHT OF WAY PID #7229800085 PID #7229800090 [DID #7229800095 1 � , S.S.C.O. #2° ; Z I i STA. 318 +60.00 'N N: 176385.5 E: 1323113.57 DOUBLE SWEEPING r- WYE. SEE DETAIL I LV I KING COUNTY RIGHT OF WAY SHEET SS -07 1 � 1 N: 176209.87 - -�- 1 1 N: 77;1968.12 E: 1323110.84 E: 1323116.66 ---- - - - - -- __ -- --------------------- —_ —__— _- -- N: 176208.60 N: 17x971.45 a E: 1323116.87 E: 1323110.93 3 315 +00 __ N 011535" W 38.46.-)-- ----- - -._._ N 01'15'35 W 123.04 __ _ N 02'43'40 E 72.29' _ —+ -- H— � --F 77- �_._. —. - -- ---- o L 1.27' N: 176047.14 N: 176043.66 L='.'4' Y R= 500.00' E: 1323114.42 E: 1323114.37 R= 50.00' A= 0'08'43" 4- 3'49'57" -- - -- - -- ---- -- -- - - - --- -- --- - - - -- -- - - ------------------ L =3.48' R= 50.00' 2 "0 HDPE S.S.F.M. EDGE OF EXISTING PATH A= 3'59'14" PID #1323059095 168TH AVE SE (UNIMPROVED) O 0 O O + M N M N - -- 00 N W W N -- -- Z W mw H [DID #7695500070 O 430 O O O O O O + O M O 425 400 W M S U W N Z_ W Q J N 395 V) 420 2 U W w Z w J 415 = U ai Q N N! 410 405 PID #7229800080 N o� r v A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA 60' KING COUNTI' RIGHT OF WAY PID #7229800085 PID #7229800090 [DID #7229800095 1 � , S.S.C.O. #2° ; Z I i STA. 318 +60.00 'N N: 176385.5 E: 1323113.57 DOUBLE SWEEPING r- WYE. SEE DETAIL I LV I KING COUNTY RIGHT OF WAY SHEET SS -07 1 � 1 N: 176209.87 - -�- 1 1 N: 77;1968.12 E: 1323110.84 E: 1323116.66 ---- - - - - -- __ -- --------------------- —_ —__— _- -- N: 176208.60 N: 17x971.45 a E: 1323116.87 E: 1323110.93 3 315 +00 __ N 011535" W 38.46.-)-- ----- - -._._ N 01'15'35 W 123.04 __ _ N 02'43'40 E 72.29' _ —+ -- H— � --F 77- �_._. —. - -- ---- o L 1.27' N: 176047.14 N: 176043.66 L='.'4' Y R= 500.00' E: 1323114.42 E: 1323114.37 R= 50.00' A= 0'08'43" 4- 3'49'57" -- - -- - -- ---- -- -- - - - --- -- --- - - - -- -- - - ------------------ L =3.48' R= 50.00' 2 "0 HDPE S.S.F.M. EDGE OF EXISTING PATH A= 3'59'14" PID #1323059095 168TH AVE SE (UNIMPROVED) O 0 O O + M N M N - -- 00 N W W N -- -- Z W mw H [DID #7695500070 316 +00 316 +40 316 +80 317 +20 317 +60 318 +00 WARNING: """"' aid,G.Su,laz;o` I ®I ®I I FOEa°al Way, WI19B003 THE UTILITY LOCATIONS SHOWN wWW.esmcivil.com� €�; cMI E"B�n°ann9 Lane Survyirp L°ne Plcnn' ARE APPROXIMATE ONLY. DEPTH .bfl "'°"`° °°` "'°`°P°" "`"°`"' UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011 110. REVISION 318 +40 318 +80 MIIIIIIII SVRhYEa: DIM": I •1 410 O O U O 405 + O M N M i N 400 W S W N Z_ W J N 395 2 U Q g 390 I ai N N! N • —A .+l O_ OI OI NI OI .—II 01 OI O 6>1 ,I WI p>� � MI ' of mi c91 �l 0) 0) O) i 316 +00 316 +40 316 +80 317 +20 317 +60 318 +00 WARNING: """"' aid,G.Su,laz;o` I ®I ®I I FOEa°al Way, WI19B003 THE UTILITY LOCATIONS SHOWN wWW.esmcivil.com� €�; cMI E"B�n°ann9 Lane Survyirp L°ne Plcnn' ARE APPROXIMATE ONLY. DEPTH .bfl "'°"`° °°` "'°`°P°" "`"°`"' UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011 110. REVISION 318 +40 318 +80 MIIIIIIII SVRhYEa: DIM": I •1 410 O O U O 405 + O M N M i N 400 W S W N Z_ W J N 395 2 U Q g 390 385 319 +20 319 +60 320 +00 n OL SCALE: 1 ° =20' HORIZ. 1 " =5' vERT. CONTOUR INTERVAL = 2' L MmmL 20 10 0 20 40 NOTES: 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. FOR TRENCH SECTION AND PAVEMENT RESTORATION SEE ROADWAY RESTORATION SHEET DT -01. 3. FINAL RIM ELEVATIONS SHALL MATCH RESTORED PAVEMENT GRADES. me T roIHr NOT TO SCALE 5- 361635 917,10-1 W44040-4 a In, 1; ter- . - 10-20' Noal= `.l../ , it CITY OF ISD SEWER EXTENSION — P3 RENTON (MAYWOOD MIDDLE SCHOOL) _oNE N N DATUM ATI . Ec+LF I Planning /Building /Public Works Dept. PLAN AND PROFILE IF NOT ONE INN " a NNa" STA. 316 +00.00 TO STA. 320 +00.00 ' -C 1G L J w � z O O w O U a U) W J G O O Q co IL I O W X Ili Ir w W U) PID #7229800095 O C) O O p N M N N =�/� N zS VW W W Z N J U Q PID #7695500070 �.4 C PID #7229800100. A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA PID #7229800105 STA. 321+60.00 N: 175786.05 E: 1323107.93 DOUBLE SWEEPING WYE. SEE DETAIL SHEET SS -07 _________ — _9.�_______ L =6.89' N 175717.92 - R= 50.00' > E 1323109 52 A= 754'02' z >3 __ 321 +00 N 01'2026 0_ 322 +00 W 1281-__ _— N 01 20 26" W 68 14 l N: 175914.11 2 "0 HDPE S.S.F.M. E: 1323105.24 -N: 175921.00 E: 1323105.24 PID #7695500060 PID #7229800110 • KING COUNTY RIGHT OF WAY �N 175703 69 - E 1323109 65 00 +szs JA /ui - L= 14.23' R= 500.00' A= 1'37'52" PID #7695500010 168TH AVE SE (UNIMPROVED) PID #7229800115 N 00'17'29" E 217. EDGE OF EXISTING DIRT PATH d O O + d• d O —� N � M N to oO N W W Z w J W N IU- O o O 0 O 410 O +d O 410 + i C4 O O U) _ N m vD M rol N �t w 405 COVER a S U 395 I 1;0 PIPE H W W Z 400 N J SE 144r-- 4TH T 5 U 395 Oj I O O) �.4 C PID #7229800100. A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA PID #7229800105 STA. 321+60.00 N: 175786.05 E: 1323107.93 DOUBLE SWEEPING WYE. SEE DETAIL SHEET SS -07 _________ — _9.�_______ L =6.89' N 175717.92 - R= 50.00' > E 1323109 52 A= 754'02' z >3 __ 321 +00 N 01'2026 0_ 322 +00 W 1281-__ _— N 01 20 26" W 68 14 l N: 175914.11 2 "0 HDPE S.S.F.M. E: 1323105.24 -N: 175921.00 E: 1323105.24 PID #7695500060 PID #7229800110 • KING COUNTY RIGHT OF WAY �N 175703 69 - E 1323109 65 00 +szs JA /ui - L= 14.23' R= 500.00' A= 1'37'52" PID #7695500010 168TH AVE SE (UNIMPROVED) PID #7229800115 N 00'17'29" E 217. EDGE OF EXISTING DIRT PATH d O O + d• d O —� N � M N to oO N W W Z w J W N IU- 320 +00 320 +40 320 +80 321 +20 321 +60 322 +00 322 +40 322 +80 323 +20 323 +60 324 +00 390 n -- SCALE: 1 " =20' HORR. 1 " =5' VERT. CONTOUR INTERVAL = 2' 20 10 0 20 40 NOTES: 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. FOR TRENCH SECTION AND PAVEMENT RESTORATION SEE ROADWAY RESTORATION SHEET DT -01. 3. FINAL RIM ELEVATIONS SHALL MATCH RESTORED PAVEMENT GRADES. ¢ o O O 410 O +d SE 136TH Si � O ! i N 3.0' MINIMUM— U) _ m vD •- rol �t w COVER (TYP.) S U 395 I 1;0 PIPE I I 3 L r— -- SE 144r-- 4TH T 5 s Oj I O O) MIDDLE SCHOOL I 320 +00 320 +40 320 +80 321 +20 321 +60 322 +00 322 +40 322 +80 323 +20 323 +60 324 +00 390 n -- SCALE: 1 " =20' HORR. 1 " =5' VERT. CONTOUR INTERVAL = 2' 20 10 0 20 40 NOTES: 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. FOR TRENCH SECTION AND PAVEMENT RESTORATION SEE ROADWAY RESTORATION SHEET DT -01. 3. FINAL RIM ELEVATIONS SHALL MATCH RESTORED PAVEMENT GRADES. ¢ o O O 410 O +d SE 136TH Si � O ! i N 3.0' MINIMUM— U) _ i wN 400 Z �t w COVER (TYP.) S U 395 I 1;0 PIPE I I 3 L r— -- SE 144r-- 4TH T 5 s MAYWOOD MIDDLE SCHOOL „ AIR RELEASE STATION 2 "9 HOPE S. M I / r - -- SEE DETAIL ON SHEEP ice' ❑....__� / "/' 0� - - .C.0402.9 R L__..- - -------- - - - - -- - - -- I -_ _.�� _.... ii "'' I E !! DOUBLE SWEEPING WYE. SEE DETAIL 1 _______�•�.:�' ON SHEET SS -07. ! I ! I I ! !II I I ! 320 +00 320 +40 320 +80 321 +20 321 +60 322 +00 322 +40 322 +80 323 +20 323 +60 324 +00 390 n -- SCALE: 1 " =20' HORR. 1 " =5' VERT. CONTOUR INTERVAL = 2' 20 10 0 20 40 NOTES: 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. FOR TRENCH SECTION AND PAVEMENT RESTORATION SEE ROADWAY RESTORATION SHEET DT -01. 3. FINAL RIM ELEVATIONS SHALL MATCH RESTORED PAVEMENT GRADES. ¢ o O O 410 O +d SE 136TH Si � O N � 405 N U) _ wN 400 Z �t w N S U 395 320 +00 320 +40 320 +80 321 +20 321 +60 322 +00 322 +40 322 +80 323 +20 323 +60 324 +00 390 n -- SCALE: 1 " =20' HORR. 1 " =5' VERT. CONTOUR INTERVAL = 2' 20 10 0 20 40 NOTES: 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. FOR TRENCH SECTION AND PAVEMENT RESTORATION SEE ROADWAY RESTORATION SHEET DT -01. 3. FINAL RIM ELEVATIONS SHALL MATCH RESTORED PAVEMENT GRADES. KEY MAP NOT TO SCALE 5- 361636 ECKED FOR MPLIANCE TO CITY STANDARDS IL G{Sr CONSULTING ENGINEERS LLG 0 FlRST SUBMITTAL FSI.1 0412 suRmE°: srxe vmnDOi NSw ,Dee 61ie 1Q' WARNING: wlw5. 3d 210 1 MYIAR SUBMITTAL ESM 05/01/1 z t = W °R20M D 199 /1991 sy LSD SEWER EXTENSION P3 aBOON. 1: 6�tlp G. Way, WA I ®I c I C I DESIGNED CITY O F flE1DB°°N: Way, wn seDDS ,,,�,,, BNB � (MAYWOOD MIDDLE SCHOOL) 9wE: www.esmcivit.com �, �,^,� „�,,,, THE UTILITY LOCATIONS SHOWN "� p(� N N P"Elllc W M dn9 I Projec!"MC^aq^ment I Ua d M"^nb�^F bcW a $TE "" ME INCH DATUM DRAWING ND: ARE APPROXIMATE ONLY. DEPTH ° "E— Planning/Building/Public Works Dept. PLAN AND PROFILE SS -03 UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB 1655 -001 -011 9Y NAL' IND. REVISION BY DATE APPR V£FD OLV Plannin # ✓r IL STA. 320 +00.00 TO STA. 324+00.00 7 °`'1s ¢ o BRIARWOOD 0 "8 ELEMENTARY SCHOOL SE 136TH Si v, a T�I 3 L r— -- SE 144r-- 4TH T 5 s MAYWOOD MIDDLE SCHOOL KEY MAP NOT TO SCALE 5- 361636 ECKED FOR MPLIANCE TO CITY STANDARDS IL G{Sr CONSULTING ENGINEERS LLG 0 FlRST SUBMITTAL FSI.1 0412 suRmE°: srxe vmnDOi NSw ,Dee 61ie 1Q' WARNING: wlw5. 3d 210 1 MYIAR SUBMITTAL ESM 05/01/1 z t = W °R20M D 199 /1991 sy LSD SEWER EXTENSION P3 aBOON. 1: 6�tlp G. Way, WA I ®I c I C I DESIGNED CITY O F flE1DB°°N: Way, wn seDDS ,,,�,,, BNB � (MAYWOOD MIDDLE SCHOOL) 9wE: www.esmcivit.com �, �,^,� „�,,,, THE UTILITY LOCATIONS SHOWN "� p(� N N P"Elllc W M dn9 I Projec!"MC^aq^ment I Ua d M"^nb�^F bcW a $TE "" ME INCH DATUM DRAWING ND: ARE APPROXIMATE ONLY. DEPTH ° "E— Planning/Building/Public Works Dept. PLAN AND PROFILE SS -03 UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB 1655 -001 -011 9Y NAL' IND. REVISION BY DATE APPR V£FD OLV Plannin # ✓r IL STA. 320 +00.00 TO STA. 324+00.00 7 °`'1s a J z O O 'o = U a U) w J c0 G 0 'O } M O Z w X w rr w w cl i PID #7229800115 PID #7229800120 APPROXIMATE LOCATON WATER LINE EDGE OF EXISTING PATH -- PER FIELD - OCATED PAINT STRIPES \ EXISTING OVERHEAD POWIP O O O O M + O tj� N � M Q wU) N W W Z w J 2 U a 74 It H O c � C �r cn w V) V W � N 7 F e 400 395 390 385 380 375 370 la 3 �d A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA F— I PID #1081100010 r a EXISTING CULVERT FOUSE r- 11 &R ; W - vvyvv °� � ��SHCD XISiINC '.00I<ERY IS O 60' KING COUNTY" (N -X iSIWG VERTICAL CU)T3 N: 1 E: 1 OOOL L h SCHOOL 4iDDLE SCI -TO SIGN O EXISTING LIGHT POLE _ = === == o 0 0 \320 +o0 �r---=---- 1----- - - -� -- N 00'47'55' E 238.2 1, I Tlmmw�� — EXISTING ROCKEP.Y 04" PROXIMATE LENGTH, 24 L.F., STALL CASING ON FORCE MAIN. CENTERED ON WATER IN. EXTEND 10' EITHER SIDE OF WATER MAIN. WER FORCE MAIN MUST BE LOCATED 1.5' LOWE R AN WATER MAINS. SEE DETAIL ON SHEET SS -07. XISTING 1 CLP P LONE LINES XISTING CAS XISTING PJAER PID #1081200590 N PARKING LOT IMPROVEMENTS ARE SHOWN ON THE MAYWOOD MIDDLE SCHOOL CIVIL CONSTRUCTION PLANS, EXCEPT WHERE NOTED. U IS IiNG LiGHl "01_E N. 17 51 54.54 E: 1323116.71 STA. 327 +60.00 I O N: 175187.84 0 E: 1323117.17'I Q DOUBLE SWEEPING WYE. SEE DETAIL 'I + SHEET SS -07 000 -- +----- r - -- -- - - - -- -- - - -- s 04 Oj - - -- M Vf EDGE OF PAVEMENT N 00'47'55' E to 33.31' < ti MAYWOOD M.S. ENTRANCE wN 1EXISTING - -- z w — J w N EXISTING ROCKERY Z EXISTING CHAIN LINK FENCE PID #1081200580 PID #1081200570 EXISTING CULVERT - XISTING XIBTtNG -TELEPHONE - -- _ -- — EXISTING POWER -� -�- N: 175432.82 E: 1323117.96 EXISTING N 41'45'17" W 9 2.N: 2 "0 HDPE S.S.F.M. 175435.00 ESM JOB #1655- 001 -011 E: 1323116.017 EXISTING EXISTING POWER VAUL S-� al� all WYE, SEE DETAIL t0� °' —7 SHEET SS -07 EXiSIING WATER N: 175455.13 EXISTING > z3 •—� M, 6>� 00 E: 1323108.39 PID #7695500010 pf ml NI (0 168TH 61 tvi +oo N 00_17'29" E 30.93' 325ri - - -� 000 — -- Y L= 20.02' R= 30.00' 4= 42'02'45___ la 3 �d A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA F— I PID #1081100010 r a EXISTING CULVERT FOUSE r- 11 &R ; W - vvyvv °� � ��SHCD XISiINC '.00I<ERY IS O 60' KING COUNTY" (N -X iSIWG VERTICAL CU)T3 N: 1 E: 1 OOOL L h SCHOOL 4iDDLE SCI -TO SIGN O EXISTING LIGHT POLE _ = === == o 0 0 \320 +o0 �r---=---- 1----- - - -� -- N 00'47'55' E 238.2 1, I Tlmmw�� — EXISTING ROCKEP.Y 04" PROXIMATE LENGTH, 24 L.F., STALL CASING ON FORCE MAIN. CENTERED ON WATER IN. EXTEND 10' EITHER SIDE OF WATER MAIN. WER FORCE MAIN MUST BE LOCATED 1.5' LOWE R AN WATER MAINS. SEE DETAIL ON SHEET SS -07. XISTING 1 CLP P LONE LINES XISTING CAS XISTING PJAER PID #1081200590 N PARKING LOT IMPROVEMENTS ARE SHOWN ON THE MAYWOOD MIDDLE SCHOOL CIVIL CONSTRUCTION PLANS, EXCEPT WHERE NOTED. U IS IiNG LiGHl "01_E N. 17 51 54.54 E: 1323116.71 STA. 327 +60.00 I O N: 175187.84 0 E: 1323117.17'I Q DOUBLE SWEEPING WYE. SEE DETAIL 'I + SHEET SS -07 000 -- +----- r - -- -- - - - -- -- - - -- s 04 Oj - - -- M Vf EDGE OF PAVEMENT N 00'47'55' E to 33.31' < ti MAYWOOD M.S. ENTRANCE wN 1EXISTING - -- z w — J w N EXISTING ROCKERY Z EXISTING CHAIN LINK FENCE PID #1081200580 PID #1081200570 S.S.C.O. #4 XISTING tV - - - - -' 1 STA. 324 +60.00 ® leis39a1a suan I ®I I I sI ' C, suns 210 CG N: 175486.07 EXISTING TEL. MANHOLE E: 1323108.55 N M N ESM JOB #1655- 001 -011 DOUBLE SWEEPING EXISTING CULVERT al� all WYE, SEE DETAIL t0� °' Lnl rn4 SHEET SS -07 EXiSIING WATER 191 oil EXISTING TELEPHONE •—� M, 6>� 00 ICI ail PID #7695500010 pf ml NI (0 168TH 61 tvi AVE SE (UNIMPROVED) la 3 �d A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA F— I PID #1081100010 r a EXISTING CULVERT FOUSE r- 11 &R ; W - vvyvv °� � ��SHCD XISiINC '.00I<ERY IS O 60' KING COUNTY" (N -X iSIWG VERTICAL CU)T3 N: 1 E: 1 OOOL L h SCHOOL 4iDDLE SCI -TO SIGN O EXISTING LIGHT POLE _ = === == o 0 0 \320 +o0 �r---=---- 1----- - - -� -- N 00'47'55' E 238.2 1, I Tlmmw�� — EXISTING ROCKEP.Y 04" PROXIMATE LENGTH, 24 L.F., STALL CASING ON FORCE MAIN. CENTERED ON WATER IN. EXTEND 10' EITHER SIDE OF WATER MAIN. WER FORCE MAIN MUST BE LOCATED 1.5' LOWE R AN WATER MAINS. SEE DETAIL ON SHEET SS -07. XISTING 1 CLP P LONE LINES XISTING CAS XISTING PJAER PID #1081200590 N PARKING LOT IMPROVEMENTS ARE SHOWN ON THE MAYWOOD MIDDLE SCHOOL CIVIL CONSTRUCTION PLANS, EXCEPT WHERE NOTED. U IS IiNG LiGHl "01_E N. 17 51 54.54 E: 1323116.71 STA. 327 +60.00 I O N: 175187.84 0 E: 1323117.17'I Q DOUBLE SWEEPING WYE. SEE DETAIL 'I + SHEET SS -07 000 -- +----- r - -- -- - - - -- -- - - -- s 04 Oj - - -- M Vf EDGE OF PAVEMENT N 00'47'55' E to 33.31' < ti MAYWOOD M.S. ENTRANCE wN 1EXISTING - -- z w — J w N EXISTING ROCKERY Z EXISTING CHAIN LINK FENCE PID #1081200580 PID #1081200570 324 +00 324 +40 324 +80 325 +20 325 +60 326 +00 CONSULTING ENGINEERS LLC �P ^C V W JVOM ,III IIIK 1 MYLAR SLIOWMAL ® leis39a1a suan I ®I I I sI ' C, suns 210 CG O FBtlM61 Way. WA 58009 www.esmcivi C l.com I.),N_ „o, ONO Paefie world m,tls ape "P'pfeM1itvHU,e P.N En9ineerin9 I Project Ml anlagenwnt ( ==d STEM`" S/ L �tIIZ Mn 000 N M N ESM JOB #1655- 001 -011 NO. REVISION r, al� all r� rnj t0� °' Lnl rn4 d- m IfJ� �I c0� �I 191 oil +T� 91I 10� rn •—� M, 6>� 00 ICI ail rnl rok pf ml NI (0 OI roj 61 tvi c9 324 +00 324 +40 324 +80 325 +20 325 +60 326 +00 CONSULTING ENGINEERS LLC �P ^C V W JVOM ,III IIIK 1 MYLAR SLIOWMAL ® leis39a1a suan I ®I I I sI ' C, suns 210 CG O FBtlM61 Way. WA 58009 www.esmcivi C l.com I.),N_ „o, ONO Paefie world m,tls ape "P'pfeM1itvHU,e P.N En9ineerin9 I Project Ml anlagenwnt ( ==d STEM`" S/ L �tIIZ Mn 000 N M N ESM JOB #1655- 001 -011 NO. REVISION . 1 395 O O CG O 390 + Mn 000 N M N N 385 r, !n = W N Z w 380 J Vwi 2 U Q 375 370 326 +40 326 +80 327 +20 327+60 328 +00 IN V” 1-1 1 1 VFIIfAL N9lD 1989 M 05/01/1 9ESwxEG: 16=2V xa¢¢axral. Nm Iss9 /ISSI Vii.... CITY OF DNAM: RENTON Dcvu E 1 "cx DATUM CNECNEOAw Al �y E NC Planning/Building /Public Works Dept. IF NOT ONE INGX BY DATE APPR AvPNwtn: . "a ...LT NOTES: 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. FOR TRENCH SECTION AND PAVEMENT RESTORATION SEE ROADWAY RESTORATION SHEET DT -01. 3. FINAL RIM ELEVATIONS SHALL MATCH RESTORED PAVEMENT GRADES. N m SE 136TH ST HIGH SCHOOL 1 144TH ST MAYWOOD MIDDLE SCHOOL KEY MAP NOT TO SCALE 5- 361631 ISD SEWER EXTENSION - P3 /01/20t (MAYWOOD MIDDLE SCHOOL) ^:°x PRCE dUWWG HG: PLAN AND PROFILE STA. 324 +00.00 TO STA. 328 +00.00 a wye < J z 0 v O w 0 U a W W J 0 O c� G M d. O W W W W A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA \ \ MAYWOOD MIDDLE SCHOOL \ APPROXIkIATE LOCATION OF EXISTING \ DRAINFIELDS PER REVISED SHE UTILITY N FN PLAN C5.1 PROVIDED BY BURR EXISTING CHAIN LINK FENCE LAWRENCE RISING & BATES ARCHITECTS vA, EXISTING DIRT TRACK Clf Mq \ _ N: 174831.32 2 "0 HOPE S.S.F.M. S S C.O. #6 E: 1323156.04 STA. 330 +60.00 _— -- - -- \ _ - - - -= N: 174893.7 �"\ \ E: 1323134.08 EXISTING 12" RCP -- - - - - -- - " - -- MAYWOOD M.S. IMPROVEMENTS DOUBLE SWEEPING N: 174860.77 6Y OTHERS. "= _WYE. SEE DETAIL E: 1323133.62 Ea STING GATE 3zs +oo '---- --- --__ SHEET SS -07 ' N 0'47'55' E 247.67' 330 +00 �'0� N: 175108.41 - EXISTING E: 1323137.07 O It O 0 L= 23.63' R= 30.00' O A= 45'08'08" / N: 176129.79 N M 0 EXISTING VERTICAL A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA \ \ MAYWOOD MIDDLE SCHOOL \ APPROXIkIATE LOCATION OF EXISTING \ DRAINFIELDS PER REVISED SHE UTILITY N FN PLAN C5.1 PROVIDED BY BURR EXISTING CHAIN LINK FENCE LAWRENCE RISING & BATES ARCHITECTS vA, EXISTING DIRT TRACK Clf Mq \ _ N: 174831.32 2 "0 HOPE S.S.F.M. S S C.O. #6 E: 1323156.04 STA. 330 +60.00 _— -- - -- \ _ - - - -= N: 174893.7 �"\ \ E: 1323134.08 EXISTING 12" RCP -- - - - - -- - " - -- MAYWOOD M.S. IMPROVEMENTS DOUBLE SWEEPING N: 174860.77 6Y OTHERS. "= _WYE. SEE DETAIL E: 1323133.62 Ea STING GATE 3zs +oo '---- --- --__ SHEET SS -07 ' N 0'47'55' E 247.67' 330 +00 �'0� SF � H f� L STe --'05 IVA H H H� ,STING SDCB K 'RIM 36712 TIE —i2' 9CP= 365.09 IE 6' PVC 366.37 L= 39.893' -- R= 30.00' A= 76'10'58" �EXISIING CHAIN LINK FENCE EXISTING SDCB RIM = 367.96 IE 6" RCP--i65,81 PID #1081200530 N EXISTING CONC. "WALK' , SIDEWALK It ELEMENTARY +� (A Ki / N: 176129.79 N DITCH EXISTING VERTICAL CURB EXISTING 6" RCF N 375 _�E: 1323128.53 — �' O' M t5 M N: MI W Q r71 V Ia- - -- W N 370 WW N 44'20'13" Ej I Z L J I SE 144TH 365 U = Q N: 175133.15 MAYWOOD to (,v E: 1323125.25E `"— ExlaTiKV' GATE ExISTmC uGH7 POLE EXISTING LIGHT SOLE - W — — —� — L= 23.63' -- — -- — -- ---- � J R= 30.00' j EXISTING EDGE OF PAVEMENT DD\ -SI` D• `c`f CV �" LEXISTING LSI ' EXISTNG CHAIN LINK FENCE I EXISTING NCOD FENCE RI (-I N. • TING 1' WIDC HALL .._..__.._..._....____EXISTING HEDGE PID #1081200570 PID #1081200560 PID #1081200550 PID #1081200540 SF � H f� L STe --'05 IVA H H H� ,STING SDCB K 'RIM 36712 TIE —i2' 9CP= 365.09 IE 6' PVC 366.37 L= 39.893' -- R= 30.00' A= 76'10'58" �EXISIING CHAIN LINK FENCE EXISTING SDCB RIM = 367.96 IE 6" RCP--i65,81 PID #1081200530 00 380 O It ELEMENTARY +� 375 O O N I + N ' t%i C4 375 t? �� ' O' M t5 M N: MI W K) r71 V Ia- d- 0oI W N 370 WW s I Z L J I SE 144TH 365 U Q 6 MAYWOOD 360 SF � H f� L STe --'05 IVA H H H� ,STING SDCB K 'RIM 36712 TIE —i2' 9CP= 365.09 IE 6' PVC 366.37 L= 39.893' -- R= 30.00' A= 76'10'58" �EXISIING CHAIN LINK FENCE EXISTING SDCB RIM = 367.96 IE 6" RCP--i65,81 PID #1081200530 lzq 328 +00 328 +40 328 +80 WARNING: swe c, sane Fatleral WaY, WA WA 98003 THE UTILITY LOCATIONS SHOWN WWW.esmcivil.com CIHI En91n erin9 I Prajac!Ma " c`yem"nt I LantlecopvnlPrc "ibcWra ARE APPROXIMATE ONLY. DEPTH ° " "" W. UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011 329 +20 - -- - - - - - HDPE S.�S.F.M. _ 00 , = 36, BLE S . SEE SHEET 329 +60 330 +00 330 +40 330 +80 331 +20 380 0 o O It ELEMENTARY +� 375 M o SE 138TH ----- MIF N N ' (f)W 370 17 t? �� ' O' M t' ICI c5ii hi N: MI �' r7i K) r71 Oi 0O Mi of col MI d- 0oI N!,i col •)'; W s I ��U� L �ST 4 I SE 144TH i I 6 MAYWOOD MIDDLE O SCHOOL lzq 328 +00 328 +40 328 +80 WARNING: swe c, sane Fatleral WaY, WA WA 98003 THE UTILITY LOCATIONS SHOWN WWW.esmcivil.com CIHI En91n erin9 I Prajac!Ma " c`yem"nt I LantlecopvnlPrc "ibcWra ARE APPROXIMATE ONLY. DEPTH ° " "" W. UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011 329 +20 - -- - - - - - HDPE S.�S.F.M. _ 00 , = 36, BLE S . SEE SHEET 329 +60 330 +00 330 +40 330 +80 331 +20 380 0 o O It ELEMENTARY +� 375 M o SE 138TH ----- MIF N N ' (f)W 370 a W = Z D I W cn 365 0 Q HIGH SCHOOL 360 M I) AC)OD MIDDLE SCHOOL SIGN PID #1081200520 PARKING LOT IMPROVEMENTS ARE SHOWN ON THE MAYWOOD MIDDLE SCHOOL CIVIL CONSTRUCTION PLANS, EXCEPT WHERE NOTED. vmnci: wow tsae 1 MI Sl1BMIITAL ESM 01/1 ossicxm: 10 =2W xoFIz°xru: Hm tsas /is)t CITY 01 RENTON WWWx: � ° "E' "°" IATUM CNE °" nT.E. Planning /Building /Public Works Dept. IF x WxE NCH NO. REVISION BY DATE APPR sPnwm. scwa,m0smxcw n -- SCALE: 1" =20' HORIZ. 1 " =5 VERT. CONTOUR INTERVAL =2' 20 t0 0 20 40 NOTES: 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. FOR TRENCH SECTION AND PAVEMENT RESTORATION SEE ROADWAY RESTORATION SHEET DT -01. 3. FINAL RIM ELEVATIONS SHALL MATCH RESTORED PAVEMENT GRADES. N W a o BRIARWOOD D "g ELEMENTARY SCHOOL SE 138TH ----- MIF N ' a = D LIBERTY � HIGH SCHOOL 2 s ��U� L �ST 4 SE 144TH 5'' 6 MAYWOOD MIDDLE O SCHOOL KEY MAP NOT TO SCALE 5- 361638 COMPLIANCE TO CITY STANDARDS ISD SEWER EXTENSION - P3 (MAYWOOD MIDDLE SCHOOL) PLAN AND PROFILE STA. 328 +00.00 TO STA. 331 +40.00 w � a J z O O w a V W J 0 0 O M Z Z W X W W W F- -EXISTING 1N.V. (2) 17 w:ISTING w, RCP II + DIRT iRACI: _ �i 332 +00 W ^ D DD— N V' Lj W Z N J A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA MAYWOOD MIDDLE SCHOOL o rr G SDCB L =11.05' . _- E 19" RC ="65,20 ( \\ EX'S�T'N \C9.567.50 (E) Q= 63'108'13" EXISHN'G Gf.V. (3j / IE '10 RCP =365.23 E IE 8 . RCP 66 T6 (N) I � / 0 HDPE S.S.F.M. / N 75'14'2 5.17' °— - —L -4.74' — R= 10.00' A- 27'09'01 " ! N 75'14'25" W 165 70 — 0 0 � EXISTING 10" RCP -Y Z EXISTING LIGHT POLED Q ? MAYWOOD M.S. IMPROVEMENTS o BY OTHERS EXISTING EDGE \ \ \ \ \ OF PAVEM\ 9.101 EI _ PARKING LOT IMPROVEMENTS ARE SHOWN ON THE MAYWOOD MIDDLE SCHOOL CIVIL CONSTRUCTION PLANS, EXCEPT WHERE NOTED. a' EXISTING S.S+ -.M IU DRATNt �ELD N 174772 05 E 1323381.03 EXISTING VERTICAL CURB _ _ L-4 .74 % R= 10.00' ABANDON EXISTING SEWER D -27'09 O7 - �__ -_------ Y.. - _� - - - -- .__ LINE IN ACCORDANCE WITH -- — — s T -- T N. 174764.44 KING COUNTY PUBLIC HEALTH - - -,-- y E: 1323388.27 & DEPARTMENT OF ECOLOGY N 75'14'25' W 42.21' —D D — D_ — — STANDARDS. EXISTING 6" PVC _ C0"®"CON' °p"PA"`°"'a" RIM 370.96 U: 174789.12 �.:ai; IE_12" AGS 36J 9S ( =: 1323316.20" ,�k e N: 174782M ._ �,..._,.. ,�m..y TO HDPE PARALLEL r-- E: 1323340.21 _ TO RUN PARALLEL TO _ IEY,ISTING SS 6 IN /— ' >. EXISTING FORCE MAIN RIM .;I. 36 ~ EXISTING 15' EASEMENT. GRANTOR ISSAQUAH ern. / _ --E IE = 366.2-3 BOTTOM SCHOOL DISTRICT N0. 111, GRANTEE KING / -' - -y + — /F— "'+ REC?ANGU�R CONC. COUNTY WATER DISTRICT NO. 90, S ?RUCTURE RECORDING #9801070523 LIGHT POLE - / � EXISTING VAULT TO BE EXISTING _..,.:� /� /dam REMOVED IN ACCORDANCE • WITH KING COUNTY PUBLIC EXISTING "!RE HYDRANT �� ( HEALTH & DEPARTMENT OF ECOLOGY STANDARDS. xIS -FING w.v. (2) � rxISTI "b POV" PROPOSED E -ONE PUMP SYSTEM (DESIGNED BY OTHERS) EXISTING SSMN +,2 it i- EXISTING TREE k RIM 373.11 TO BE REMOVED IE :561.52 E CTR CHANNL ,r ��, 27 L.F., 8 "0 PVC SDR -35 S.S. +� o J (INS & w, SUIT NT +' 0 S =0.50% REMOVE EXISTING 77 vlf ] �� S.S. PIPE 1 —IN GROUND NON FREEZE HYDRANT WITH HOSE ATTACHMENT /1 � A"'! _ I �. APPROVED kV i WASHINGTON STATE DEPARTMENT OF HEALTH � CONNECT TO EXISTING MAYWOOD -a-- �� 4 o REDUCED PRESSURE BACKFLOW ASSEMBLY (FEBCO MODEL \WATER SERVICE LINE \ i�� ,,,!� /jj! ,1860U OR EQUIVALENT) WITH DRAIN LINE AIR GAP AND HOT BOX. DRAIN LINE TO DISCHARGE TO ATMOSPHERE. CONTRACTOR TO COORDINATE WITH WATER DISTRICT #90 FOR PRODUCT TYPES AND INSTALLATION AS WELL AS PROVIDE POWER FOR THE HOT BOX ASSEMBLY. 0 380 I It N + .. - -- ____ ..._ -- -- - - - - -I M 375 U) ---- _____ - -- EXISTING VAULT TO DE U) d a = N 370 u) LLB w Z n N J O>I �I O. O Oi U 365 O O HEALTH & DEPARTMENT OF Q 9.101 EI _ PARKING LOT IMPROVEMENTS ARE SHOWN ON THE MAYWOOD MIDDLE SCHOOL CIVIL CONSTRUCTION PLANS, EXCEPT WHERE NOTED. a' EXISTING S.S+ -.M IU DRATNt �ELD N 174772 05 E 1323381.03 EXISTING VERTICAL CURB _ _ L-4 .74 % R= 10.00' ABANDON EXISTING SEWER D -27'09 O7 - �__ -_------ Y.. - _� - - - -- .__ LINE IN ACCORDANCE WITH -- — — s T -- T N. 174764.44 KING COUNTY PUBLIC HEALTH - - -,-- y E: 1323388.27 & DEPARTMENT OF ECOLOGY N 75'14'25' W 42.21' —D D — D_ — — STANDARDS. EXISTING 6" PVC _ C0"®"CON' °p"PA"`°"'a" RIM 370.96 U: 174789.12 �.:ai; IE_12" AGS 36J 9S ( =: 1323316.20" ,�k e N: 174782M ._ �,..._,.. ,�m..y TO HDPE PARALLEL r-- E: 1323340.21 _ TO RUN PARALLEL TO _ IEY,ISTING SS 6 IN /— ' >. EXISTING FORCE MAIN RIM .;I. 36 ~ EXISTING 15' EASEMENT. GRANTOR ISSAQUAH ern. / _ --E IE = 366.2-3 BOTTOM SCHOOL DISTRICT N0. 111, GRANTEE KING / -' - -y + — /F— "'+ REC?ANGU�R CONC. COUNTY WATER DISTRICT NO. 90, S ?RUCTURE RECORDING #9801070523 LIGHT POLE - / � EXISTING VAULT TO BE EXISTING _..,.:� /� /dam REMOVED IN ACCORDANCE • WITH KING COUNTY PUBLIC EXISTING "!RE HYDRANT �� ( HEALTH & DEPARTMENT OF ECOLOGY STANDARDS. xIS -FING w.v. (2) � rxISTI "b POV" PROPOSED E -ONE PUMP SYSTEM (DESIGNED BY OTHERS) EXISTING SSMN +,2 it i- EXISTING TREE k RIM 373.11 TO BE REMOVED IE :561.52 E CTR CHANNL ,r ��, 27 L.F., 8 "0 PVC SDR -35 S.S. +� o J (INS & w, SUIT NT +' 0 S =0.50% REMOVE EXISTING 77 vlf ] �� S.S. PIPE 1 —IN GROUND NON FREEZE HYDRANT WITH HOSE ATTACHMENT /1 � A"'! _ I �. APPROVED kV i WASHINGTON STATE DEPARTMENT OF HEALTH � CONNECT TO EXISTING MAYWOOD -a-- �� 4 o REDUCED PRESSURE BACKFLOW ASSEMBLY (FEBCO MODEL \WATER SERVICE LINE \ i�� ,,,!� /jj! ,1860U OR EQUIVALENT) WITH DRAIN LINE AIR GAP AND HOT BOX. DRAIN LINE TO DISCHARGE TO ATMOSPHERE. CONTRACTOR TO COORDINATE WITH WATER DISTRICT #90 FOR PRODUCT TYPES AND INSTALLATION AS WELL AS PROVIDE POWER FOR THE HOT BOX ASSEMBLY. 331 +40 331 +80 WARNING: '_""' uft21 ° 1 0 1 * 0v i Patlaral Way, WA 98009 THE UTILITY LOCATIONS SHOWN www.esmcivil.com °a. oY �; ARE APPROXIMATE ONLY. DEPTH °" "` w ;." "9 � '""``" '"° ° "` � "' UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011 332 +20 380 375 370 ala SCALE: 1 " =20' HORR. 1 " =V VERT. CONTOUR INTERVAL =2' 20 10 0 20 40 NOTES: 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. FOR TRENCH SECTION AND PAVEMENT RESTORATION SEE ROADWAY RESTORATION SHEET DT -01. 3. FINAL RIM ELEVATIONS SHALL MATCH RESTORED PAVEMENT GRADES. NOT TO SCALE 365 S- 361639 360 C ECKED FOR COMPLIANCE TO CITY STANDARDS 332 +60 333 +00 333 +40 333 +80 334 +20 334 +60 335 +00 335 +40 5 e 5 0 FIRST SUBMITTAL ESM 04/04/12 yErexw_ . 19X8 WE 1 MYIAR SMI EAL mm 05/01/1 °[sisxm: 1 *-20* H°xrsaxcu w f8w/188' ,,.}� CITY OF ISD SEWER EXTENSION - P3 05/01/2012 Wo — RENTCN (MAYWOOD MIDDLE SCHOOL) xE : °tea .E DATUM °'""" "` " °' AN C onE rwcx ��o1.i NLL 9GY£ Planning /Building /Public works Dept. PLAN AND PROFILE INCX NO, REVISION BY DATE APPR �P�A9: EGrE �°°"°' "`�r STA. 331 +40.00 TO STA. 333 +72.04 to /s I N d .. - -- ____ ..._ -- -- - - - - -I 'r--- - -____ ro ,__.. - -- M ---- _____ - -- EXISTING VAULT TO DE �I� a w a W REMOVED IN ACCORDANCE n� n M G0� O>I �I O. O Oi Oi OI O O HEALTH & DEPARTMENT OF O'. Nw tD. �I rl rj rl rl r ri n �i tvi N �i t �_ ri } M� -_._ - - -_- r -__ ' - , - - -- - - - -- __.. `COVER (TYP 0 WATER MAINS. SEE DETAIL ON — _ h, h Oi 1 SHE& SS -07. - - -- I — — I 331 +40 331 +80 WARNING: '_""' uft21 ° 1 0 1 * 0v i Patlaral Way, WA 98009 THE UTILITY LOCATIONS SHOWN www.esmcivil.com °a. oY �; ARE APPROXIMATE ONLY. DEPTH °" "` w ;." "9 � '""``" '"° ° "` � "' UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011 332 +20 380 375 370 ala SCALE: 1 " =20' HORR. 1 " =V VERT. CONTOUR INTERVAL =2' 20 10 0 20 40 NOTES: 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. FOR TRENCH SECTION AND PAVEMENT RESTORATION SEE ROADWAY RESTORATION SHEET DT -01. 3. FINAL RIM ELEVATIONS SHALL MATCH RESTORED PAVEMENT GRADES. NOT TO SCALE 365 S- 361639 360 C ECKED FOR COMPLIANCE TO CITY STANDARDS 332 +60 333 +00 333 +40 333 +80 334 +20 334 +60 335 +00 335 +40 5 e 5 0 FIRST SUBMITTAL ESM 04/04/12 yErexw_ . 19X8 WE 1 MYIAR SMI EAL mm 05/01/1 °[sisxm: 1 *-20* H°xrsaxcu w f8w/188' ,,.}� CITY OF ISD SEWER EXTENSION - P3 05/01/2012 Wo — RENTCN (MAYWOOD MIDDLE SCHOOL) xE : °tea .E DATUM °'""" "` " °' AN C onE rwcx ��o1.i NLL 9GY£ Planning /Building /Public works Dept. PLAN AND PROFILE INCX NO, REVISION BY DATE APPR �P�A9: EGrE �°°"°' "`�r STA. 331 +40.00 TO STA. 333 +72.04 to /s I N d .. - -- ____ ..._ -- -- - - - - -I 'r--- - -____ ro ,__.. - -- M ---- _____ - -- EXISTING VAULT TO DE APP i IN LL OCENTERED a w a W REMOVED IN ACCORDANCE n� n M WITH KING COUNTY PUBLIC •' a oc 1 MAIN ON MAIN EXTEND 10 EITHER HEALTH & DEPARTMENT OF Nw L STANDARDS. ___ -- rn V)x w 13.0 MINIMU EXISTING ROUND - FORCE MAhNTMUS'�AIBESEWER - - LOCATED 1.5 LOW THAN ER -_._ - - -_- r -__ ' - , - - -- - - - -- __.. `COVER (TYP 0 WATER MAINS. SEE DETAIL ON — _ �,, _/ 1 SHE& SS -07. - - -- I — — - — 7 `c-_ -- - -- �C -- mw -o =- - -_ -- -- - IE 3¢9.75, 2-0 - -- -- - - -- d 2 "0 H �PE S.S.F.M. ' 27 L F� 12g4 I I - 35 S S PVC -SDR � _. _ c S. M +EY. TY IMF. 1 -!:8 "2 S?A 69-1 89, Rlf +j 3-73A 1 , E—ONE PUMP STEM I.E. i 6402 12"0 4, DESIGNED BY OY ; HERS CON CT NEW 1 ' "0 SS_ TO LE.IIN - 384.39, 120 "0 MH ARE- CHANNEL; AS I LE.�OUT = 369.75, 2 { NECrSSARY. 331 +40 331 +80 WARNING: '_""' uft21 ° 1 0 1 * 0v i Patlaral Way, WA 98009 THE UTILITY LOCATIONS SHOWN www.esmcivil.com °a. oY �; ARE APPROXIMATE ONLY. DEPTH °" "` w ;." "9 � '""``" '"° ° "` � "' UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011 332 +20 380 375 370 ala SCALE: 1 " =20' HORR. 1 " =V VERT. CONTOUR INTERVAL =2' 20 10 0 20 40 NOTES: 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. FOR TRENCH SECTION AND PAVEMENT RESTORATION SEE ROADWAY RESTORATION SHEET DT -01. 3. FINAL RIM ELEVATIONS SHALL MATCH RESTORED PAVEMENT GRADES. NOT TO SCALE 365 S- 361639 360 C ECKED FOR COMPLIANCE TO CITY STANDARDS 332 +60 333 +00 333 +40 333 +80 334 +20 334 +60 335 +00 335 +40 5 e 5 0 FIRST SUBMITTAL ESM 04/04/12 yErexw_ . 19X8 WE 1 MYIAR SMI EAL mm 05/01/1 °[sisxm: 1 *-20* H°xrsaxcu w f8w/188' ,,.}� CITY OF ISD SEWER EXTENSION - P3 05/01/2012 Wo — RENTCN (MAYWOOD MIDDLE SCHOOL) xE : °tea .E DATUM °'""" "` " °' AN C onE rwcx ��o1.i NLL 9GY£ Planning /Building /Public works Dept. PLAN AND PROFILE INCX NO, REVISION BY DATE APPR �P�A9: EGrE �°°"°' "`�r STA. 331 +40.00 TO STA. 333 +72.04 to /s z U w 0 o: a J O 0 U) W J D 0 c� G M Z ♦O♦� vJ Z W II— X w Irr W W 0 U) 1/2 PLUG AS DAM rTEE OF APPROPRIATE SIZE NOTE 6 "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL 90° BEND i 3/4 THE DIAMETER OF THE DOWNSTREAM PIPE NOTES: 1. INSIDE DROPS ARE ONLY TO BE USED UPON APPROVAL BY THE WASTEWATER UTILITY SECTION. 2. ALL PIPES AND FITTINGS SHALL BE SIMILAR SIZE AND MATERIAL AS INCOMING MAINLINE 3. MINIMUM SIZE MANHOLE FOR INSIDE DROP CONNECTION SHALL BE 60" DIAMETER. 4. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL 5. WITHIN A 50° DIAMETER MANHOLE, THE MAXIMUM ALLOWABLE DIAMETER OF THE INSIDE DROP PIPING IS 12 °. INSIDE DROPS EXCEEDING 12" IN DIAMETER OR MULTIPLE DROPS SHALL BE REVIEWED BY THE WASTEWATER UTILITY AND MAY REQUIRE A LARGER DIAMETER MANHOLE. 6. °RELINER' BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL SHALL BE INSTALLED WITHIN B" OF BOTH BELL AND SPIGOT ENDS OF EACH DROP PIPE IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN. CENTER STRAPS SHALL BE INSTALLED WITH A MAXIMUM SPACING OF 4 FEET ON CENTER. BRACKETS SHALL BE ATTACHED UTILIZING STAINLESS STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS. PUBLIC WORKS INSIDE DROP CONNECTION DEPARTMENT FOR SANITARYIMANFIME AUGUST 2011 WARNING: 10 IQf I FBtlMe1 VVI, WA MW THE UTILITY LOCATIONS SHOWN www.�meivii.com v,vrsewo t�I az -xeae ci ["ym" n°s ( vrobe us °", I L°n.e°up°°'M °it "pro ARE APPROXIMATE ONLY. DEPTH ` " ° "` ° ' UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011 I" �2111191 �• or HOPE TANS -� DUAL WALL. CORRUGATED WALL CAST SS SHUT-OFF ■ VALVE 1-1/4 FEMALE WT OP w r �� rrr De OR TEE FITTING OPEN TAW ISDIFT1, MAIN t ALL ITEMS SHOWN IN �DASHED LINES ARE FOR •'DER NUMBER: NCO078GO2 AIR RELEASE STATION 4 FT FROST DEPTH 17.1. OR STEEL 6" DIAMETER CASING CASING SPACER PVC PIPE D.I. OR STEEL 6" DIAMETER CASING CASING SPACER - CALIPICO OR EQUAL �90'� CASING HDPE PIPE 1/2" CLEARANCE BETWEEN PVC CASING AND END OF BELL EXTEND CASING TO A OF D.I. PIPE MINIMUM 5' EACH SIDE OF THE WALL NOTES: CASING SIZE AND MINIMUM DIAMETER OF CASING SHALL BE AS SHOWN ON THE CONTRACT DRAWINGS. HOWEVER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING THE THICKNESS CONSISTENT WITH HIS OPERATION. CASING SEAL MINIMUM 3/16" THICK, SHEET TYPE SYNTHETIC RUBBER WITH STAINLESS STEEL BANDS. SCHEMATIC SECTION FOR PVC ENCASEMENT (SEE SHEET SS -04 FOR PLACEMENT} NOT TO SCALE 12" OLYMPIC FOUNDRY MH 05 RING Ac COVER 12 "0x16" D.I. PIPE 2" HOPE 2" HOPE 45' ELBOW PI1ii90AR^i7d NOTES: PRESSURE RATED CAP (WORKING PRESSURE PLUS 60 PSI) 2" HOPE PIPE 2" HDPE FORCE MAIN 1. PIPE AND FITTINGS SHALL BE 2" ON 2" FORCE MAIN A 2. DETECTION TAPE SHALL BE EXTENDED INTO CLEANOUT AND EXPOSED SUCH THAT LOCATE EQUIPMENT MAY CONNECT TO THE WIRE. DOUBLE SWEEPING WYE DETAIL NOT TO SCALE - ................III— ..,,., i.". ,. I My cei raw i" DATUM ��. �. CITY OF RENTON Planning /Building /Public Works Dept. 1 AM.AR SUBMITTAL ESAi 01 12 oeswx � DMAR oNnwx: 0NE1NBH ` "E`KM AI� Al N iF NOT ONE WC" NO. REVISION BY DATE APPR "F^ : 5- 361640 C, COMPLIANCE NCE TO CITY STANDARDS ISD SEWER EXTENSION - P3 (MAYWOOD MIDDLE SCHOOL) SANITARY SEWER DETAILS '-�6 16 vwe SS -07 w < J Z O O W = CD U a U) W J G 0 O O Q Cl) d Z Z W X W W V/ 'W'^ cl U) c A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA ® CONSULTING ENGINEERS LLC WARNING: a'E�ft210 I ® 10ICI RIEB C. Way. FeCeeel Wey. WA 880°9 THE UTILITY LOCATIONS SHOWN �wWW.esmcivil.com P 011lew etke'In9 I PrOjx! Np aB ^ ^^:ent I lanU apeeNMlkcNre ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011 n SCALE: 1" = 200' 200 100' 0 200' 400' NOTE: REFER TO SHEET KEY -SV FOR SITE SURVEY CONTROL. Vicinity Mar SCALE: 1" = 1250' CHECKED FOR COMPLIANCE TO CITY STANDARDS 0 FlRST SUBMITTAL ESM 04/04/1 sumerso: srs,e 1 MYLM SUBMITTAL ESM 05/01/t _ ap ISD SEWER EXTENSION - P3 . �. N°RiZ°N,AI NID ,e�nsP, �, CITY 0 F °`E'°" BIG (MAYWOOD MIDDLE SCHOOL) °NwN:� _ RENTON s" 'bATUM °XEC AN A *wl� � Planning /Building /Public works Dept. It NOT ONE WC" ROAD RESTORATION KEY SHEET NO. REVISION BY DATE APPR wPaw�n swE rttoNmxsw PME °wnwwc Nc: KEY -RD -i. S', STRE ' -- - -M TT-T I I = BRIARW OD jjTTT7TTT� F -tW_ 7TELLEE�MENT llFH-i E —It'i -L- SITE III"""III`III III III III III III- III iii IIIL ` �� . � gr Q� 1111 «,ll---iii ��7 ��iiiJJJ MAYWOOD - :7- ttt tttttt M.S. S.E..J ES Rw- Vicinity Mar SCALE: 1" = 1250' CHECKED FOR COMPLIANCE TO CITY STANDARDS 0 FlRST SUBMITTAL ESM 04/04/1 sumerso: srs,e 1 MYLM SUBMITTAL ESM 05/01/t _ ap ISD SEWER EXTENSION - P3 . �. N°RiZ°N,AI NID ,e�nsP, �, CITY 0 F °`E'°" BIG (MAYWOOD MIDDLE SCHOOL) °NwN:� _ RENTON s" 'bATUM °XEC AN A *wl� � Planning /Building /Public works Dept. It NOT ONE WC" ROAD RESTORATION KEY SHEET NO. REVISION BY DATE APPR wPaw�n swE rttoNmxsw PME °wnwwc Nc: KEY -RD w < J z O O W o V a U) W CJ G O Q M a I z O U) z W X W Ir W W I cl I EXISHING POWER ' II PID #7229800055 � II1 EXISTING WATER tit E.TER, —i- .l. 8 094sls- S 0o z1a EXISTING CHAIN UNK FENCE Q � �\ 1 LIBERTY HIGH SCHOOL PID #7229800080 1 I I 1 I A PORTION OF SEC 137 14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA -j--EDGE OF PAVEMENT I EXISTING '2" CONC. CULVERT PID #7229800066 r V V h 1 #7229800080 TRENCH RESTORATION PER DETAIL SHEET DT -01 (TYP.) \ I O T - M °mo- 168TH AVE. SE r73 -- 3fi8 01 +�4��- —� r - --� ti14 +OD -- -F-T Z' g -- - - _... _ -i -_, r - __+ 315f00 -�- - - — �XISIINGw90 _,_ Nm W ZU) A° SILT FENCE EDGE OF EXISTING PATH J (TO BE RESTORED) _ 2 "0 HOPE S.S.F.M. U Q PID #1323059095 PID #7229800085 KING COUNTY RIGHTOF WAY I 60' KING COUNTY ' 1 RIGHT OF WAY 1 1 PID #7229800090 I PID #7229800095 i 1 1 � , I cy i 1 1 1 i 1 k _ k" k18 18 ' k A� k10 ,40 - — wp i 168TH AVE. SE boa i i 1n1s -- > 3 - -o °moo - -37 o�- i / _ �sn +oa . _ - _ _oot _+ TEL r * -_ zz= -L ~ - - - — 60+61C-- -- - ~ _ -- _�_� > / % / i� �' �� Y��/ / -00+ SCALE: 1 " =20' HORI2. 1' =5' VERT. CONTOUR INTERVAL = 2' 20 10 0 20 40 NOTES: 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. PRIOR TO TRENCHING ALL HARD SURFACES (PAVEMENT, CONCRETE, DRIVEWAYS ETC.) ARE TO BE SAWCUT FULL DEPTH. 3. PROPERTY CORNERS, RIGHT -OF -WAY MARKERS, SURVEY MONUMENTS AND FENCES THAT MAY BE REQUIRED TO BE REMOVED OR DISTURBED BY CONSTRUCTION SHALL BE FIRST LOCATED AND REFERENCED BY A SURVEY AND RESTORED IN THEIR ORIGINAL CONDITION AND LOCATION AFTER CONSTRUCTION IS COMPLETED BY A LICENSED PROFESSIONAL SURVEYOR. IF MONUMENTS NEED TO BE RAISED TO NEW GRADE, SAID RAISING SHALL BE IN ACCORDANCE WITH 2007 KING COUNTY STANDARD DETAILS 5 -019 AND 5 -020. KEY MAP NOT TO SCALE LEGEND 2 "0 HOPE S.S.F.M. \XA-EDGE OF EXISTING PATH SILT FENCE (TO BE RESTORED) PROPOSED PAVEMENT RECONSTRUCTION AREA. ACTUAL LIMITS OF RECONSTRUCTION TO BE DETERMINED BASED ON SITE CONDITIONS. IMP FILTER FABRIC INLET PROTECTION. PID #1323059095 PID #7695500070 PEA GRAVEL FILL SAND BAGS PER KING COUNTY STANDARDS ---- SILT FENCE CHECKED FOR COMPLIANCE TO CITY STANDARDS S=361642 K �4T CONSULTING ENGINEERS LLO `�P(�E7. / ' ° RRST SU&ARTAL ESM 0412 SukvF.YED: SCOtE: VEftDW: NAW 9Bg DgiE, WARNING: ® t81S3 m5 e� ®I I I 5 ' AIYLAR SUBAH71Al ' 012 1' 20• NDNRDMN: ND Im le,' CITY OF ISD SEWER EXTENSION - P3 05 /01/201 Bltl c.S"Ne 210 DE.Gm FlEImoOK: FeE.IWay,WA880D3 ( {({yp ON � REN TOM (MAYWOOD MIDDLE SCHOOL) P� aFPF m !RS)'�tl]�]'�' WWWRSMCILlL u lam) DMWN: THE UTILITY LOCATIONS SHOWN °� n °' bAruM D"W"HD"° Cvl En9na°rin9 I RodMOi9 meM I WnGae" N�ixluro I CHEKKED. OHE�IHCM ARE APPROXIMATE ONLY. DEPTH ` " °" "° ' E M Planning /Building /Public Works Dept. ROADWAY RESTORATION PLAN RD -01 UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655 -001 -011 S�rkL6, ! j, NO. REVISION BY DATE APPR� ° STA. 312 +42.78 TO STA. 320 +00.00 sN. 13 X18 C'_lo ; 5 - 36 4� 4,P- w a Z U w 0 d W J O O U W cJ C Q M d z O Z W X W W W PID #7229800 OOco:, ( I PID #7229800100 W ✓9r J✓ oV.T „s J N 2 H Q PID #7695500070 1 PID #7695500060 A PORTION OF SEC 137 14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA PID #7229800105 PID #7229800110 PID #7229800115 PID #7229800115 _, -- - - X414 -- PROPOSED PAVEMENT RECONSTRUCTION AREA. ACTUAL LIMITS OF = _KING COUNTY RIGHT OF WAY f —4l2 - - O �� -- —APPROXIMATE LOC1ilON WATER LINE/ — Q �- FILTER FABRIC INLET PROTECTION. _ cj PEA GRAVEL FILL SAND BAGS PER KING COUNTY STANDARDS 168TH AVE SE "323 +00 o 321 +00 \ O tl _ 322 +00 0083 -- - —i -- U�O ��. }.-- �.��{-- - - - -�� — — .- } ” --{7— —1-- .-1-- } - - -�32 �m -- �— EXISTING TELEPHONE - _ jam. PID #7229800115 PID #7229800120 —420 k�ti ►�, PROPOSED PAVEMENT RECONSTRUCTION AREA. ACTUAL LIMITS OF = R�♦1 M�/R�� RECONSTRUCTION TO BE DETERMINED �� -- —APPROXIMATE LOC1ilON WATER LINE/ — Q �- FILTER FABRIC INLET PROTECTION. FIELD LOCATED PINT Sf RIPFS D PEA GRAVEL FILL SAND BAGS PER KING COUNTY STANDARDS EXISTING OVERHEAD I O'E4 tXISTING CUI VE RI — -.- �� -- �— EXISTING TELEPHONE - 9 �� . EX!S -LNG POWER / i 0 EXISTING POVIER POLE=— O POWER EXISTING -- - = = N= — --_— - -- - --- ��' M 168TH AVE. SE 3a�Yi tQ-0 &o' =� fnW ZZ�E W oo SILT FENCE ." - � EXISTING V V EXISTING TE.. . ',AANI L 0L.E —� EXISTING CULVERT------ EXISTING CATER EXISTING 71a-PHOP }T PID #7695500010 ® ENGINEERS LLC 1811 S 333 s"Od WARNING: 9Wp0. SON, 210 10 10 ICI Fe Nd Way. WA880O3 THE UTILITY LOCATIONS SHOWN www.esmcivil.com �{ P "NIt ..axn9 1 Pralal Moi9 meM "tidae , ZIN.N wm ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011 PID #7695500010 I� I EXISTING. 1?° CULVERT HOUSE LEI\ t� A ShED� MAYWOOD v:IDDLF SCHOOL SIGN SIGN w i tXiSiING ',JGHT POLL PID #1081100010 r� 00 �PAVEMENT PATCH PER DETAIL SHEET DT -01 (TYP.) REPLACE EXISTING STRIPPING — SAWCUT LINE (TYP.) EXISTING iROCKI-RY EXISTING VERII�AL CURB I LXIJIING LIVHI YULE REPLACE EXISTING ASPHALT WALKWAY EXISTING EDGE OF PAVEMENT yypp � I- EXISTING NG ROCKERY M.S. ENTRANCE ILI I N n I z6 I =-T o� LXISKING 'i FLEPHONE LINES w a ExlsuN �,,S !r kk -x5uNG -o4aER ZT PID #1081200590 PID #1081200580 EXISTING ROCKER EXISTING CHAIN LINK -:NCE 0 d O O +n 00 C N M p SCALE: 1 ° =20 HOR12. 1 " =5' VERT. CONTOUR INTERVAL =2' 20 10 0 20 40 NOTES: 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. PRIOR TO TRENCHING ALL HARD SURFACES (PAVEMENT, CONCRETE, DRIVEWAYS ETC.) ARE TO BE SAWCUT FULL DEPTH. 3. PROPERTY CORNERS, RIGHT —OF —WAY MARKERS, SURVEY MONUMENTS AND FENCES THAT MAY BE REQUIRED TO BE REMOVED OR DISTURBED BY CONSTRUCTION SHALL BE FIRST LOCATED AND REFERENCED BY A SURVEY AND RESTORED IN THEIR ORIGINAL CONDITION AND LOCATION AFTER CONSTRUCTION IS COMPLETED BY A LICENSED PROFESSIONAL SURVEYOR. IF MONUMENTS NEED TO BE RAISED TO NEW GRADE, SAID RAISING SHALL BE IN ACCORDANCE WITH 2007 KING COUNTY STANDARD DETAILS 5 -019 AND 5 -020. N W W o BRIHRWOOD 0 ,B ELEMENTARY ❑E SCHOOL SE 136TH Si LIBERTY a[ HIGH SCHOOL SE 144TH 5T MAYWOOD MIDDLE d SCHOOL KEY MAP NOT TO SCALE W LEGEND W PROPOSED PAVEMENT RECONSTRUCTION AREA. ACTUAL LIMITS OF = RECONSTRUCTION TO BE DETERMINED BASED ON SITE CONDITIONS. Q IP FILTER FABRIC INLET PROTECTION. D PEA GRAVEL FILL SAND BAGS PER KING COUNTY STANDARDS - 361643 PID #1081200570 PARKING LOT IMPROVEMENTS ARE SHOWN ON THE LIBERTY HIGH SCHOOL PERFORMING ARTS CENTER CIVIL CONSTRUCTION PLANS, EXCEPT WHERE NOTED. 0 RRSf SUSMRTAL ESM 04/04/12 12 EumxvEn: scat: w "N CITY OF 1 Mi'I.AR SUSMRTAL �j+ M 05/01/1 OESIGNEh '1 �� NOAI2gRPL` NM 19&i/1991 :L �' am RENTON DxAwx: 00401`R �oxE mcx DATUM CNE KE0 AT ZL Planning /Building /Public Works Dept. AM IF NOT ONE INCH NO. REVISION BY DATE APPR ^P Amu: � ACCORMNOLY X SILT FENCE CHECKED FOR COMPLIANCE TO CITY STANDARDS ISD SEWER EXTENSION - P3 (MAYWOOD MIDDLE SCHOOL) ROADWAY RESTORATION PLAN STA. 320 +00.00 TO STA. 328 +00.00 PPfiE uxwwxc xD: RD -02 w M a Z W 00 a_ Q J O O U W J O i Q co 11. O z W H X W Ir W w U) 0 V) 0 0 O O N + o O I N p M WQ Cn N W W Z N J U Q W mO Q W W cn r � I I I f I I I � I A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA MAYWOOD MIDDLE SCHOOL MAYWOOD MIDDLE SCHOOL 'T cl2ctow WARNING: ard,C;sufaz,o I ®I�f ICI Fe ,,NA Way. WA880a3 erns ry I.0 m. beam THE UTILITY LOCATIONS SHOWN Www.asmcivil.com Wnd ARE APPROXIMATE ONLY. DEPTH Pubs. ,i Eu.... ' "blb, Vubllc Woke I %tiled Mbm9bmml I Lonbfmpe M<bi \x \mc UNKNOWN. CALL 1= 800 - 424 -5555. ESM JOB #1655- 001 -011 PARKING LOT IMPROVEMENTS ARE SHOWN ON THE MAYWOOD MIDDLE SCHOOL CIVIL CONSTRUCTION PLANS, EXCEPT WHERE NOTED. EXISTING CONCRETE y SEE MAYWOOD A7 4 iHC00L CIVIL PLANS 4lM V --I I I VFIIIIUL NAro Im 1 MYLAR SUBMrrTAL ESA/ 05/01/1 'Yg/,A� N°flIzowP W 19&1/1991 OESICNEOON fV DNA.: CNEC(EO: Ai NLL EC AAA M IF NOT ONE MCN NO. REVISION BY DATE APPR -w D- E EA OWINIIr 5- 361644 SCALE: 1 " =20' HORIZ. 1 * =5' VERT. CONTOUR INTERVAL= 2' 20 10 0 20 40 NOTES: 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. PRIOR TO TRENCHING ALL HARD SURFACES (PAVEMENT, CONCRETE, DRIVEWAYS ETC.) ARE TO BE SAWCUT FULL DEPTH. 3. PROPERTY CORNERS, RIGHT -OF -WAY MARKERS, SURVEY MONUMENTS AND FENCES THAT MAY BE REQUIRED TO BE REMOVED OR DISTURBED BY CONSTRUCTION SHALL BE FIRST LOCATED AND REFERENCED BY A SURVEY AND RESTORED IN THEIR ORIGINAL CONDITION AND LOCATION AFTER CONSTRUCTION IS COMPLETED BY A LICENSED PROFESSIONAL SURVEYOR. IF MONUMENTS NEED TO BE RAISED TO NEW GRADE, SAID RAISING SHALL BE IN ACCORDANCE WITH 2007 KING COUNTY STANDARD DETAILS 5 -019 AND 5 -020. KEY MAP NOT TO SCALE LEGEND C PROPOSED PAVEMENT RECONSTRUCTION AREA. ACTUAL LIMITS OF RECONSTRUCTION TO BE DETERMINED BASED ON SITE CONDITIONS. IP FILTER FABRIC INLET PROTECTION. D PEA GRAVEL FILL SAND BAGS PER KING COUNTY STANDARDS CHECKED FOR COMPLIANCE TO CITY STANDARDS CITY OF ISD SEWER EXTENSION - P3 REN TON (MAYWOOD MIDDLE SCHOOL) Planning /Building /Public Works Dept. ROADWAY RESTORATION PLAN STA. 328 +00.00 TO STA. 333 +72.04 RD -03 w z U w 0 0 a O 0 U) W J CI O O �A. G LL z O z w X W rr 2w 7 W U) 0 U) RacANU9rcv9++EN.vwuel+xE E .- � evrrcauwoawEeccmEDncx 21 S OP6 s' nR nNO01 a�of�mi¢eeA°�'ian � 111— I— II'I ' ->n ,A4.,.;,7. -• YOB ,. Wxomox OF USE 1.1. TO 00W YFMOFF INTERICFF FROM MNF@EDAREDAREA AROUND TOAP3. 12. TO WNYEYRUNOFF INTERCEFIED FROM UNDISTIFiBEOARE /SAROUND THE SITE TOANON- EROSIVE DhSCNARGE POPt(. 2 YaND GESTANDARD3 2.1. ANY SEOlN DEPOSTWN OF WRETHAN a6 FEET3 SEP.EMOVED30 THAT THECHANNELISRESTORED TO RS ORNNNAL DESIGN CAPACITY. 22 1FEGECKOAM1>S BHAII BEENAA,RED FORSKiN80F BCOURMOAfiD EROBIONOF THESEDANDBANNS �9CWRINOANDER0910N HASOCWRRED.AFFECTEDAREASSH OEPROTECTEDBYMPRAPORMEROSIONCOWROLSTAMW. •1N l L1kJc YruRxs CHECK DAMS SPACING AND M. PLO 217'40 DEPAR -MENT CROSS SSCTIONS MARCH 2009 gQ� 8 .pN18N ILLIERH.BPoC9INLLBE8PU5D 2Nl Fr1.O�H1@gi EtlINRHIT.If SfA'AV0 FIIIBIfi111FMWCl® filBtF.+VtlC 9 iIIOaRaxTlElRr ''- / N SLRLL IItN.iIVAIII H111WFM �\ zxraemmgsTEa R+[E Nua.XBYRptEWF.VEIR 1. WNDmoxoF USE 1.1, OCT FENCEMAYBEUSEDO S.OPE OFALLDISRIRBEDAIffJK. +2 BRT FMCEISNOF INIB ICECTCTREATttWCENTRATEDRONB .2bRIB N2FNDECT9TBFAT8UBE1 'FN(W.AYOUNIBOF WHNAIID FLOW. ANY WNC@NMTEDRONM�I BECONVEYED T+ROIICHIHE CMNMaE3Y SfEfATDA3EDlAflRTMPORPOtID. 2. C ®N/11p NO2AYATNIN MECINCATNIXB 21 TNE(EOIFMBE USEONOST YEIlHE 6TANDW0113iE08ELL( TY. AWMOFTNEMaA1FACfURER 'S FaiNIC3FECiMATgFSY03TBE AvaTASIE oN sDE. as V5+1Xw!D1 ._..___ _- F!� wens mtmennY2rnxn'.. Bmranaaw,veBw�o roaRwevavmNUmo pQiS[C•h'- 6.X&'LL, 2Nl Fr1.O�H1@gi EtlINRHIT.If SfA'AV0 FIIIBIfi111FMWCl® filBtF.+VtlC 9 iIIOaRaxTlElRr ''- / N SLRLL IItN.iIVAIII H111WFM �\ zxraemmgsTEa R+[E Nua.XBYRptEWF.VEIR 1. WNDmoxoF USE 1.1, OCT FENCEMAYBEUSEDO S.OPE OFALLDISRIRBEDAIffJK. +2 BRT FMCEISNOF INIB ICECTCTREATttWCENTRATEDRONB .2bRIB N2FNDECT9TBFAT8UBE1 'FN(W.AYOUNIBOF WHNAIID FLOW. ANY WNC@NMTEDRONM�I BECONVEYED T+ROIICHIHE CMNMaE3Y SfEfATDA3EDlAflRTMPORPOtID. 2. C ®N/11p NO2AYATNIN MECINCATNIXB 21 TNE(EOIFMBE USEONOST YEIlHE 6TANDW0113iE08ELL( TY. AWMOFTNEMaA1FACfURER 'S FaiNIC3FECiMATgFSY03TBE AvaTASIE oN sDE. as V5+1Xw!D1 ._..___ _- F!� wens mtmennY2rnxn'.. WIRPiOY.111fr1Ffi $MLffiI pQiS[C•h'- 6.X&'LL, �MV- auenal w^�uwns:RwxMeNc w.sdrmrominanHewc dt�a• 22 23 2A a YARR9NNCEIDAMAR08 a+. as sa sB PLBLC WORKS SILT FENCE STD. PLAN — 814.00 DEPAR -ML•KT MARCH ZOOO WARNING: rrr... &�E�,S��RZ,a` IS I* i W i FetlOrBi Ww. WA VMW THE UTILITY LOCATIONS SHOWN www.esmcivil.com x nu -zw p XeL[ w he "XO I Prj. YamX90elnens I W �wpenMnileclure ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011 FILTER FENCE Nar TO scAM 2�B'B/"�nNN2 EROSION CONTROL NOTTOSCALE THE SAWCUT ALONG PAVEMENT EDGE SHALL BE 2" DEEP. THEN REMOVE AND 5' MIN. OR GRIND EXISTING ASPHALT SO THAT (SEE PLAN) OVERLAY MATCHES EXISTING PAVEMENT. EMULSIFIED ASPHALT GRADE CSS -1 TACK PIPE SHALL BE APPLIED TO EDGE OF EXISTING SAW CUT LINE PAVEMENT. ALL JOINTS SHALL BE SEALED CE USING PAVING ASPHALT AR4000W. (TYP) 5.0' WIDE MINIMUM PAVEMENT ------- 1' WIDE TRENCH 6.5" CRUSHED SURFACING MATERIAL AND HMA 1/2" THE SAME THICKNESS PROPOSED SEWER AS THE EXISTING ASPHALT PAVEMENT FORCE MAIN (3.0' OR A MINIMUM OF 2 INCHES, MINIMUM COVER) WHICHEVER IS GREATER. PAVEMENT RESTORATION DETAIL NOT TO SCALE rn.u. wmn.../+V WIII VT V ic - ... - -. R� NDIBBB CITY OF NOR60MAL NN IBBS /1981 i 1 MYIAR SU&AfITAL ESi M 10101/121 OFSICNm: � ��I- a?+ I RENTON oarv: � °"E' " °" DATUM CHECnEO:��11�� AM Planning/Building/Public Works Dept. AN ff NOT ONE INC. NO. REVISION BY DATE APPR ..i sc eB NUNG1Y 5- 361645 CHECKED FOR COMPLIANCE TO CITY STANDARDS ISD SEWER EXTENSION - P3 (MAYWOOD MIDDLE SCHOOL) ROADWAY DETAILS /G F,se DT -01