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HomeMy WebLinkAboutContract Volume 2Project No.: TE D4004099 Contract Provisions Contract No,: CAG-20-150 Award Amount: $374,702.96 Award Date: February 22, 2021 Award To: P.G.H. EXCAVATING INC. P.G. BOX 1151 ENUMCLAW, WA 98022 RENTON ELEMENTARY AND MIDDLE SCHOOL CROSSINGS Federal Aid Number: HSIP-OOOS(533) Volume 2 of 2 General Bid Information: Builders Exchange of Washington, Inc. (425) 258-1303 City Contact: Flora Lee, PE, PTOE (425) 430-7303 Consultant Contact: Xiaoping Zhang, PhD, PE, PTOE (705) 309-9720 Approved for Construction /V,./. -4 4/'t2�� eity of Renton ate: Date: Submitted to: City of Renton Renton City Hall--5th Floor 1055 South Grady Way Renton, Washington 98057 Submitted by: concord ENGINEERING 11091st Avenue, Suite 212 Seattle, WA 98101 Public Works Department Transportation Division i LO a O L U C RENTON ELEMENTARY AND MIDDLE SCHOOL RENTON, WASHINGTON CONTRACT NO, CAG-20-150 PROJECT NO. TED4004099 FED AID NO. HSIP-OOOS(533) VOLUME 2 OF 2 SIERRA HEIGHTS ELEMENTARY SCHOOL CROSSING MCKNIGHT MIDDLE SCHOOL CROSSING MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL CROSSING CROSSINGS t6r SE IV LLqoemea x 1 SE 6iq w o Fie it Km Co 7 ■Y In1'IAirpgR ®0 SE 72nd So S oth.Fio So ry r: Nwrpsgfe t n f� i � � fi Ga!! 1 _ � s .� I• at • r 2Y�d . A , `90 ' f I ■ 3 Catgar WlArRaln s Clev JoaSt a x - Fiigoa/ * W1ldard Park # .• N t �• wyr!`r ;4 �i 9 °� • *., s ti % N Co * Fgat+Squak ■ i. N L ekn Corridor Y.."- •, 216, as W • r y i so ~ a c _ ' ■ t !' S 7261r Ss �4ti� , �• `l x a f ME 4/F St — s 'N $k 124th st t do ? r �~ - a r •ter+96r � S2nds1 p zJ 4$ S 3td Sr - _ ~41. Vaney Rd 6 WON s 152nd St % M1y! P ' t� tiw 5 - 4!t 3t see_ ISO S1 16 T f ¢�_' G. S 160w S1 ";. i Pena• d �pu�r v�4r ! 1 t, r w 49 E R `4 8 1746 S1 I i ■P r.�'P• Said iM _ �r �. yE Carr j rRtl _ .. 'Y Wr Lake 1 r 164 Legend � � _ j} _ ._ F - - - - � �,�t sr �,1L park An41. Lake -!' . L�__�_� � it 1 Renton_CtyTL' its ° T� e ar am � __ 4 C O PsnY L Yw Yaunye tiF ■ 6 Know what's below. p' Sourcet:�E��rhi,SHERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China {Hong Kong}.EV Korea, Esri {Thailand}, Cal I before you dig. .*; i, NGCC, {c} OpenStreetMap contributors, and the GIS User Community N 4aAil 4P VICINITY MAP N.T■S SURVEYED: LIN S ASSOC. I CITY OF RENTON RENTON ELEMENTARY AND MIDDLE SCHOOL CROSSINGS DRAWING NO. CV1 �� aF Nasy� DRAWN BY: Y. WANGILA concordPublic Works Department PROJECT NO. TED4004099 = DESIGN BY: X. ZHANG E N G IN EER ING DOCUMENT Transportation Derision OVER FED AID NO. HSIP-0005(533) CHECK BY: S. RAHMAN ,P 434 APPROVED FOR CONSTRUCTION DATE: 11/02/2020 PROJ MGR: F. LEE � NUMBER REVISION DESCRIPTION BY APP. 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N.T.S SHEET INDEX SHEET N0. DRAWING N0. SHEET NAME 1 CV1 2 NT1 3 SC1 4-6 SP1—SP3 7-9 CH1—CH3 10-13 PD1—PD4 14 SWi 15-17 SG1—SG3 18 SGD 1 19— 23 TC1— TC5 GENERAL NOTES: COVER SHEET NUMBER AND LOCATION MAP SURVEY CONTROL PLAN SITE PREPARATION PLAN CHANNELIZATION, SIGNAGE, AND PAVING PLAN PAVING DETAILS STORMWATER DRAINAGE PLAN RRFB PLAN RRFB DETAILS TRAFFIC CONTROL PLAN 1. A PRE —CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 3. ALL ROADWAY WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH THE CURRENT APWA AND CITY OF RENTON STANDARDS AND SPECIFICATIONS. 4. A COPY OF THE APPROVED ROADWAY PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. CALL UTILITIES UNDERGROUND LOCATION CENTER AT 1-800-424-5555 48 HOURS PRIOR TO CONSTRUCTION. 6. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT DENSITY IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT DENSITY IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 PERCENT. 7. IN THE CASE OF NEW ROAD CONSTRUCTION OR RECONSTRUCTION REQUIRING MAILBOXES TO BE MOVED OR REARRANGED, THE CONTRACTOR SHALL COORDINATE WITH THE U.S. POSTAL SERVICE FOR THE NEW LOCATION OF THE MAILBOX STRUCTURE. 8. ANY ROADWAY SIGNAGE OR STRIPING REMOVED OR TEMPORARILY MOVED BY THE CONTRACTOR SHALL BE RESTORED SO AS TO MEET THE CURRENT CITY OF RENTON STANDARDS. 9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY TRAFFIC CONTROL TO ENSURE TRAFFIC SAFETY DURING CONSTRUCTION ACTIVITIES. THEREFORE, THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS PRIOR TO STARTING ANY WORK IN THE RIGHT—OF—WAY. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD) OR AS MODIFIED BY THE TRAFFIC ENGINEER. 10. SIDEWALK AND CURB AND GUTTER CANNOT BE POURED MONOLITHICALLY. THERE MUST BE A COLD JOINT OR FULL ---DEPTH EXPANSION JOINT BETWEEN THEM. 11. MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROVIDE GROUND COVER IN AREAS WITHIN THE RIGHT--OF--WAY WHICH HAVE BEEN STRIPPED OF NATURAL VEGETATION OR HAVE A POTENTIAL FOR EROSION. 12. WHEN INSTALLING NEW SIDEWALK, THE AREA BEHIND THE SIDEWALK MUST BE GRADED SO THAT PRIVATE PROPERTY DRAINAGE DOES NOT DRAIN OVER THE SIDEWALK. 13. ANY EXISTING PUBLIC IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED PRIOR TO FINAL INSPECTION. 14. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL PUBLIC STREETS FREE FROM MUD AND DEBRIS AT ALL TIMES. THE CONTRACTOR SHALL BE PREPARED TO USE POWER SWEEPERS OR OTHER PIECES OF EQUIPMENT NECESSARY TO KEEP THE ROADWAYS CLEAN. SURVEYED: LIN & ASSOC. oil y `Q DRAWN BY: Y. WANG BID CITY OF RENTON RENTON ELEMENTARY AND MIDDLE SCHOOL CROSSINGS DRAWING NO. NT1 concord Public Works Deportment PROJECT NO. TED4004099 DESIGN Y: S. RAHMAZHANG p SHEET INDEX, LOCATION MAP, AND GENERAL NOTES FED AID NO. HSIP-OOHS{533. j ENGINEERING DOCUMENT Transportation Devisian �/ f CHECK BY: S. RAHMAN aoasa APPRO ED FOR CON TRUCTION ❑ATF: 11/02/2020 ISTV,'* PROJ MGR: F. LEE 10NAL BY: DATE; ,? �A SHEET NO. 02 OF 23 NUMBER REVISION DESCRIPTION BY APP" ❑ATE 11/2/2020 FILE: P-SIGL.dwg 0 z 0 w Of V) z a z w n- Ln z Q J a C) z 0 r U a a m Ir a a� rr fz E] 0 ROW, TYP. ' , L_NNE 25TH PL POINT -- #100 � I I 1 1W ELEMENTARY I LNE 24TH ST POINT - - #101 I SURVEY CONTROL POINT TABLE POINT # NORTHING EASTING ELEVATION DESCRIPTION 100 190492.5240 1311455.7920 439.978 FND MON IN CASE 101 190002.7521 1311439.3730 456.646 FND MON IN CASE BASIS OF BEARING RTK GPS DERIVED BETWEEN LIN AND ASSOCIATES CONTROL POINTS 100 AND 101 N 1'55'12" E HORZ. DIST.=490.05' HORIZONTAL DATUM: PROJECT GROUND COORDINATES BASED UPON WASHINGTON STATE PLANE COORDINATE SYSTEM NAD 83/2011 NORTH ZONE, US SURVEY FOOT. OBSERVED BY RTK GPS OBSERVATIONS FROM THE WASHINGTON STATE REFERENCE NETWORK (WSRN). SCALE FACTOR = 1, WHERE GRID = GROUND MEASUREMENTS FOR PROJECT LIMITS. VERTICAL DATUM: THE VERTICAL DATUM IS NAVD 88, US SURVEY FOOT. LIN & ASSOCIATES CONTROL POINT NO. 100 EL. = 439.978 DERNED BY RTK GPS OBSERVATION FROM THE WASHINGTON STATE REFERENCE NETWORK (WSRN). Know what's below. zi Cal before you dig. 1� H M ofAsh'fl 0 `sec S-TF w� s�roNAL �'�� a0 SURVEYED: DRAWN BY: TLD DESIGN BY: KML CHECK BY: C536 PROJ MGR: KML FILE - NUMBER REVISION DESCRIPTION BY APP. DATF POINT #107 NE 16TH ST i :e/—TYP.��POINT '0*' #1 NE 16TH ST MCKNIGHT MIDDLE SCHOOL SURVEY CONTROL POINT TABLE POINT # NORTHING EASTING ELEVATION FND MON IN CASE 106 187666.0295 1306202.0890 348.186 FND MON IN CASE 107 188217.2193 1306207.3280 346.840 FND MON IN CASE BASIS OF BEARING RTK GPS DERIVED BETWEEN LIN AND ASSOCIATES CONTROL POINTS 106 AND 107 N 0'32'40" E HORIZONTAL DATUM: PROJECT GROUND COORDINATES BASED UPON WASHINGTON STATE PLANE COORDINATE SYSTEM NAD 83/2011 NORTH ZONE, US SURVEY FOOT. OBSERVED BY RTK GPS OBSERVATIONS FROM THE WASHINGTON STATE REFERENCE NETWORK (WSRN). SCALE FACTOR = 1, WHERE GRID = GROUND MEASUREMENTS FOR PROJECT LIMITS. VERTICAL DATUM: THE VERTICAL DATUM IS KING COUNTY METRO DATUM US SURVEY FOOT, (WHICH IS NAVD88 + 96.43) GH 98, INCLUSIVE, IN KING COUNTY, WASHINGTON. TOOLE DESIGN 720 3RD AVENUE, SUITE 2020 SEATTLE, WA 98104 PHONE: (206) 297-1601 www.taaledesign.cam i DOCUMENT NE' CITY OF RENTON Public Works Department Transportation Derision 7 FOR CONSTRUCTION 1 iz ,w 0 �U w MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL SE 136TH ST SURVEY CONTROL POINT TABLE POINT # NORTHING EASTING ELEVATION DESCRIPTION 109 178838.0600 1315309.4630 405.330 SET MAGNAIL 110 178355.5262 1315265.9390 400.767 SET MAGNAIL RTK CPS DERIVED BETWEEN LIN AND ASSOCIATES CONTROL POINTS 110 AND 109 N 5'09'15" E 484.49' HORZ. DISTANCE IGO Lei N r, kelA m PROJECT GROUND COORDINATES BASED UPON WASHINGTON STATE PLANE COORDINATE SYSTEM NAD 83/2011 NORTH ZONE, US SURVEY FOOT. OBSERVED BY RTK GPS OBSERVATIONS FROM THE WASHINGTON STATE REFERENCE NETWORK (WSRN). SCALE FACTOR = 1, WHERE GRID = GROUND MEASUREMENTS FOR PROJECT LIMITS. 030111810 THE VERTICAL DATUM IS NAVD 88 SITE ELEVATIONS ARE GPS DERIVED AND OBSERVED BY RTK GPS OBSERVATIONS FROM THE WASHINGTON STATE REFERENCE NETWORK (WSRN). RENTON ELEMENTARY AND MIDDLE SCHOOL CROSSINGS SURVEY CONTROL PLANS SHEET 1 OF 1 DRAWING NO. 5C1 PROJECT NO. TED4004099 FED AID NO. HSIP-00053 DATE: 11 /02/202Q_ SHEET NO. 03 OF 23 C� E O z w U) Q a_ a 0 d 0 a a_ M of tr 14 0 r-- r I 3 _ MATCH LINE SEE BELOW REMOVE, SALVAGE AND � LEFT RETURN REFLECTIVE I H IRE i+ la ;°� - __ SITE PREPARATION LEGEND: 9 SANDBLAST OR GRIND I I 08Qg2Q-°C POSTS, OBJECT MARKER I 44" DRIP L REFLE t t t 3 3 I+1 1 I 4' HI CHAINLiNK - REMOVE DOUBLE YELLOW1 SIGNS, AND PEDESTRIAN PO TS it "� FENCE - - - - - - - RIGHT-OF-WAY - I CENTER LINES AND TWO-WAY � CROSSING SIGN AND � 2 11 5 �I+ - - __--_____--_ _ LEFT TURN LANE LINES FROM CURBS TO CITY OF I I ++ MULTIPLE 4 TR4 CRITICAL ROOT ZONE OF TREES TO SAVE AND PROTECT THIS POINT SOUTH AS SHOWN + s" DRIP INSTALL HIGH SEE NOTE 4 RENTON TYP. OF 6 TOP a EDESTR VISIBILITY FENCE + (PEDESTRIAN 36" THE PE ESTRIA I 7 FROM THIS POINT REMOVE ASPHALT PAVEMENT NAY SLOPES AND SIDEWALK 1 � CROSSING ARROW, SING � f PEDESTRIAN LO SOUTH AS SHOWN +G NO.: 8504290494 (5)(7) I 4 W RISER CROSSING T- AND NO PARKING ELECT L EQUIPMENT , PEDESTRIAN CROSSING REMOVE CEMENT CONCRETE SIDEWALK SIGNS) PAD � F ` ll - p_ -P . { AND ARROW SIGNS} BO LARD �- 1 . 080920 REMOVE MAILBOX ` p 1 s" TR Do NOT f +� ; REMOVE CURB AND GUTTER AND STORE FOR s- DRIP L INE\ ENTER I 4I INSTALL HIGH I REINSTALLATION �' 1 II VISIBILITY FENCE I PER RENTON STD. � �' ^� I Z FROM THIS POINT - - - SAWCUT PAVEMENT PLAN - H 028 NORTH AS SHOWN �- �� `\ �+ I + { I I 1 S" TREE 20' P2IVAT INSTALL HIGH till I+I ill+ ! I 52" DRIP LINE I VISIBILITY FENCE 7 1111rL�11 l IvEL 1 xREMOVE ITEM FROM THIS POINT �II / MULTIPLE 12" TRUNK I NORTH AS SHOWN 2.2' x 1.7• RICK i� I 1�I + f } fi0" DRIP LINE 2: - + IE 6' DI iE&W HRU ST UC RE�4451 III + �+ 3' HI METAL �• CATCH BASIN INSERT PER RENTON STD. PLAN 216.30 iE 18` P CS)=445.2 ++I i� # II l ; BAR FENCE _ 18' ❑NC (N)=44 III 042305-9069 z 42 B❑T= .o `+ I II I x HIGH VISIBILITY FENCE PER WSDOT STD. PLAN 1-10.10-01 +� + �' + 12" TREE ROW, TYP. I C C BASE I H 58" DRIP LINE 1 1 1 1 SITE PREPARATION NOTES. 48'0 CONC $" THE I+ I 1. SEE CH SHEET SERIES FOR SIGN REMOVALS AND PAVING LIMITS. H--f . RIM EL=430.67 30" DR SANDBLAST OR GRIND I+ + ROW, TYP. IE 8' PVC (N)=421,4 080920-0010 f II1 ++f II + Ix 2. ALL DIMENSIONS ARE IN FEET, UNLESS OTHERWISE NOTED. 1E 8 PVC (E)=421.4 TO REMOVE (2) ql I ltl 4 II 10' f�UBL , - + I ASPH 3. CALL UTILITIES UNDERGROUND LOCATION CENTER AT 1-800-424-5555 48 I ARROW PAVEMENT I+� Ii If z I + DWY PP W/RISER I I , MARKING SYMBOLS �? II o a II I �R HOURS PRIOR TO CONSTRUCTION. G �.� x 1.7 cDCB Qw��l� 4. TREE CRITICAL ROOT ZONE (CRZ) IS THE AREA EQUAL TO A 1-FOOT RADIUS 2.2' X 1.7' C❑NC _ I RIM EL-452.68 I f o J �+� + FROM THE BASE OF THE TREES TRUNK FOR EACH 1-INCH OF THE TREE'S RIM EL= 430,5 IE 18' CMP (N)=449.5 i++ fI II 032 TRUNK DIAMETER TAKEN 4-5-FEET ABOVE GRADE. CLEANLY PRUNE IE 24' CONIC (S)=430 5 f IE 18' CMP (SW)=449�7 t If fl I IE 24' C❑NC (N)=429.9 0 IE 12' PVC (E)=430,5 I WAr=449,5 B❑T=448.1 pr o ftt I ENCOUNTERED ROOTS SMALLER THAN 2 INCHES IN DIAMETER. WHERE ROOTS 2 WAT=429.9 B❑T=429,5 �; a� �� 080920-0110 w _ j ! 8" TREE GRA55 ;1 I I L�J I II I I >_ >_ 1' ' 34" DRIP LINE INCHES IN DIAMETER AND LARGER ARE DISCOVERED, THE CONTRACTOR MUST II I I I 10' UTILITY EASEMENT 1 `� II+ 3 PROMPTLY NOTIFY THE ENGINEER. 042305-9176 SDMH I I I l I I F LOT A 14 zL'_I B RIM I i I I /.-?_- -P Ili 5. DRIVEWAY ACCESS MUST BE MAINTAINED AT ALL TIMES UNLESS OTHERWISE 2.2' X 1�7' C❑NC Q r 12" THE I Q RIM EL=433.98 IE 18' CMP (NE)=449,9 ----s �: +I -ram _� , DIRECTED BY THE CITY OF RENTON. 38" DRIP LINE a a - - S IE 12' PVC (W)=431,3 IE 18' CMP (S)=450A f I SD I ❑ PMT II, I 6' HI IE 12' PVC (S)=43L3 IE 8' CMP (E)=450.5 I I + I _ 2`��0'� 6. PAVEMENT TO BE SAWCUT WHEN REMOVAL LIMIT ABUTS PAVEMENT TO REMAIN I � WOOD WAT=431.3 B❑T=429,9 WAT=449.9 B❑T=448, +- - P B IN PLACE. SIERRA ARKING 1 , f I Ln ! I > V' SDMH I 2.2' x 1.r c❑NC �F. L CE. = ,f T �+ N9+I I 'i7I�1 C=45 (W) �. 7. SEE SPECIFICATIONS FOR TREE AND VEGETATION TRIMMING AND PRUNING 10 I } f fl PARK NG 2. TREE/4R'I'M �EL IE 8' CMP (W)=450.8HEI HTS I �t 7 U) w f w M 8" DRIP LINEIE 12' f I +f I�� + M WAT=450.8 B❑T=450.4 REQUIREMENTS. ALL PRUNING SHALL BE PERFORMED BY A CERTIFIED 1 L LLJ I I V) IE ��• I r-I! I �II CONC ARBORIST AT THE DIRECTION OF THE ENGINEER. PRUNING AND TRIMMING MAY I I I Cn II15� i I TEL IE 12" II II I+ 1Dwy BE REQUIRED BY CITY OF RENTON FOLLOWING SIGN INSTALLATION TO PROVIDE ASPH I I� O o f fI � TRAFFIC WAT-4 i I Ii I I � 'ELEMENTARY D� I 'III w �' RISER II III +_ VISIBILITY OF SIGNS. a I ~ > Vr f II + SIGNAL EQUIP 1 l + O- Q a fIf! I PP W/RISER +' �� If LET 8. REMOVE EXISTING CHANNELIZATION THAT CONFLICTS WITH PROPOSED SCHOOL �' I I I tl 3 STREET & 1 I z PP I ; I II O w III l sTOP SIGN I I �al+ + �_ ' �II CHANNELIZATION. CHANNELIZATION SHALL BE SANDBLASTED OR GRINDED OFF. ilIa�Z !ft III If II » INSTALL HIGH __��= I tfll t `� j fl 4" TREE LINE f If � 3Ip 9. SIGNS NOTED TO BE REMOVED"'SHALL INCLUDE REMOVAL AND SALVAGE OF VISIBILITY FENCE If ti II SIGN AND POST TO CITY OF RENTON PER SPECIFICATIONS UNLESS OTHERWISE f N I23 � E _ PP W/RISER 1+j fI II FROM THIS POINT 7 SUM +� P- f l �' ` CONC 11 I� I L5 It11 I N0 NOTED. SOUTH AS SHOWN 36'0 BRICK __� I �tl I PARKING 10. CONTRACTOR TO SUBMIT TRAFFIC CONTROL PLANS. TRAFFIC CONTROL PLANS RIM EL= 438.8 �, s, I G _ - _ _ - - 3' W_ WCi09 E I II IE 18' C❑NC (S)= 8 - P--sulr _ - - fI a WOOD TO INCLUDE PEDESTRIAN DETOUR OR INCLUDE A PEDESTRIAN HANDLER THAT 1 (2)G �� = ; -5��- _ w w II IE 24' C❑NC =435.4 ��,�, l - - T_ D- I �Itl ET WALL - - WILL GUIDE AND ASSIST PEDESTRIANS THROUGH THE WORK SITE DURING IE 18' (W)=436.7 a- ' ~Cam[ a - - B❑T=435,4 If I �� r f + Itf f w DEMOLITION AND CONSTRUCTION PHASES I II fI r 10 0 � \� Ilff f '� I S� S S r MULTIPLE 8" TRUNKS t I+ 3 I ItI i I_ ASPH 36" DRIP LINE SITE PREPARATION CONSTRUCTION NOTES. LLJ REMOVE CHAIN LINK NE FENCE AND STORE FOR IItIIII 25TH P 0 042305-9324 'I REMOVE CURB REINSTALLATION it I � � 6 ------- r-I G STIZEETIGN o Wv I y I 2 SAWCUT AT NEAREST JOINT REMOVE (2) ARROW ifil+i l : { -T � � - -- 41fi PAVEMENT MARKING lilt) I I I _ ' x 1,7'� F6 ❑NC W 3 PRESERVE AND PROTECT OR ADJUST INLET, MH, CB, UTILITY LID SYMBOLS fl ICI / RIFF. EL=441 II + + f IE 11LC CMP )=438,8 z I 278773-0160 rrI + II f W4=43,8.6 B T=437.2 Q I11 "� I w 1 4 REMOVE, SALVAGE, AND RETURN SIGNS AND POST TO CITY OF RENTON. i 3ti I L II 1 Q %REE00 1 4" ]RIP L E > w� 06- < A SANDBLAST OR GRIND TO REMOVE CROSSWALK MARKINGS ff 16"r`fREE SANDBLAST OR GRIND C I I + a �tt f 36 DRIP LINE 1 TO REMOVE DOUBLE r 2.2' X 1.5' BRICK + I III 1 11 I I PRESERVE AND PROTECT UTILITY POLE RIM EL=445.94 31 o f _ I YELLOW CENTER LINES rr 11" r❑NC (S)=442.5 f f tI Ii 1 0 ❑NC (N)=442.4 + t �l � II ` DO NOT / AND TWO-WAY LEFT � ++ BLOCK,- � + I f ff + II BLOCK- N o ❑ 20 40ft TURN LANE LINES FROM Knowwharsbelow l at' I' tIl z THIS POINT NORTH AS INSTALL HIGH VISIBILITY FENCE, MAINTAIN ACCESS TO PRIVATE PROPERTY Call before you dig. , If SHOWN �► 7 MATCH LINE SEE ABOVE- RIGHT III � SURVEYED: 1000LE° WA.t � CITY �F RENT�N RENTON ELEMENTARY AND MIDDLE SCHOOL CROSSINGS DRAWING NO. __SP1 DRAWN BY: TLD ° SIERRA HEIGHTS ELEMENTARY SCHOOL CROSSING PROJECT NO. TED4004099 E o DESIGN BY: KML D E S I G N BID Public Works Department CHECK 6Y: C5 720 3RD AVENUE, SUITE 2020 Transportation Devision SITE PREPARATION PLAN FED AID NO. HSIP-000SL533j SEATTLE, WA 98104 p O CUM E N TAPPROVED FOR CON TRUCTION SHEET 1 OF 3 DATE: 11 /02/2020 3 ADDENDUM NO.3 TLD 12/17/2020 PHONE: 206 PROJ MGR: KML { } F. 297-1601 NUMBER REVISION DESCRIPTION BY APP. DATE SIGNAL �� �v FILE WWW.tooledesi�n.Com BY: DATE: 0 1el SHEET NO. 04 OF 23 ]-0170 a N CD N n N o� CD w xv- - AD Know what's below. a Call before you dig. 0 09 o 1 7 1 RAI E M PRESERVE AND PROTECT A!4S PH �1 `� 1 i II 12 EX PLASTIC POST AND G Y 27GV VWMH CURBS I 1 CHURCH � _POTHOLE WATERLINE TO CONFIRM LOCATIONS PRIOR TO DEMOLITION IT�TRE DRIP LINE .�2� REMOVE EX PLASTIC POST �.o 1.0000 AND CURBS v INSTALL HIGH VISIBILITY FENCE FROM THIS POINT 7 LIG SOUTH AS SHOWN FLASHI� PHI LOT 2 (PEDESTRIAN CROSSING AND ARROW SIGNS) 4 REMOVE ASPHALT RAMP ----- AND DETECTABLE WARNING STRIP INSTALL HIGH VISIBILITY - FENCE FROM THIS POINT 7 �I I u WITHULAI - NORTH AS SHOWN BIKE 723090-0190 334390-0283 334390-0287 r- r" 3 ADDENDUM NO.3 TLD 12/17/2020 ~ NUMBER REVISION DESCRIPTION BY APP. DATE + 1 a LANE LINE I 13 I 2 ' IS ' o ROW, TYP. III 1 AN I Q 1 I I la I I f I I l a I 3* I N III II iy I I l a f a II II I a 4' HI CHAINLINK FENCE II 1 1 I� {� I a F I Ax I I Q � l a I � II0 a :210 I o Q s + c >r P_ I DECORATIVE LANTERN__�� I d I POST 4 d I I 91 IL4 I I III I 1 I Ili 0 1 I Icd I I TVHH {" I ❑ I I I � TEL I a L o I v� RISER I --- -- 1 T p III I TRAFFIC I II I DETECTI N 0111 I PAD III D T. ALA I I+1 I I W III 1 I o 4' HI Flu I N CHAINLINK +II I I FENCE I J I I I I I I++Ln ❑--- S ---- SD-j i I �-- — S 0 U1 i I ?ooN-7f !;s 1 vt" 17 SURVEYED: DRAWN BY: TLD DESIGN BY. KML - CHECK BY: CS PROJ MGR: KML FILE: 3D _ SD o 10 0 20 40ft � ASPH S �� 5 15 � WV 0 o 3 PHOTO ENFORECED SPEED LIMIT LIGHT POLE W/ FLASHING LIGHTS TOOLE DESIGN 720 3RD AVENUE, SUITE 2020 SEATTLE, WA 98104 PHONE: (206) 297-1601 www.tooledesign.com INSTALL HIGH VISIBILITY FENCE FROM THIS POINT SOUTH AS SHOWN (PEDESTRIAN CROSSING, ARROW, AND NO PARKING SIGNS) INSTALL HIGH VISIBILITY FENCE FROM THIS POINT NORTH AS SHOWN 722780-1860 042305-9048 A CITY OF RENTON BI D Public Works department Transportation Derision DOCUMENT APPRD ED FO ON TRUCTION BY: .1.� _ � m DATE: ,j SITE PREPARATION LEGEND: -- -- RIGHT—OF—WAY ------------- CRITICAL ROOT ZONE OF TREES TO SAVE AND PROTECT — SEE NOTE 4 REMOVE ASPHALT PAVEMEN I REMOVE CEMENT CONCRETE SIDEWALK REMOVE CURB AND GUTTER — — — — — — — — — — SAWCUT PAVEMENT xREMOVE ITEM 0 CATCH BASIN INSERT PER RENTON STD. PLAN — 216.30 x HIGH VISIBILITY FENCE PER WSDOT STD. PLAN 1-10.10-01 SITE PREPARATION NOTES: 1. SEE CH SHEET SERIES FOR SIGN REMOVALS AND PAVING LIMITS. 2. ALL DIMENSIONS ARE IN FEET, UNLESS OTHERWISE NOTED. 3. CALL UTILITIES UNDERGROUND LOCATION CENTER AT 1-800--424-5555 48 HOURS PRIOR TO CONSTRUCTION. 4. TREE CRITICAL ROOT ZONE (CRZ) IS THE AREA EQUAL TO A 1—FOOT RADIUS FROM THE BASE OF THE TREE'S TRUNK FOR EACH 1—INCH OF THE TREE'S TRUNK DIAMETER TAKEN 4.5—FEET ABOVE GRADE. CLEANLY PRUNE ENCOUNTERED ROOTS SMALLER THAN 2 INCHES IN DIAMETER. WHERE ROOTS 2 INCHES IN DIAMETER AND LARGER ARE DISCOVERED, THE CONTRACTOR MUST PROMPTLY NOTIFY THE ENGINEER_ 5. DRIVEWAY ACCESS MUST BE MAINTAINED AT ALL TIMES UNLESS OTHERWISE DIRECTED BY THE CITY OF RENTON. 6. PAVEMENT TO BE SAWCUT WHEN REMOVAL LIMIT ABUTS PAVEMENT TO REMAIN IN PLACE. 7. SEE SPECIFICATIONS FOR TREE AND VEGETATION TRIMMING AND PRUNING REQUIREMENTS. ALL PRUNING SHALL BE PERFORMED BY A CERTIFIED ARBORIST AT THE DIRECTION OF THE ENGINEER. PRUNING AND TRIMMING MAY BE REQUIRED BY CITY OF RENTON FOLLOWING SIGN INSTALLATION TO PROVIDE VISIBILITY OF SIGNS. 8. REMOVE EXISTING CHANNELIZATION THAT CONFLICTS WITH PROPOSED CHANNELIZATION. CHANNELIZATION SHALL BE SANDBLASTED OR GRINDED OFF. 9. SIGNS NOTED "TO BE REMOVED" SHALL INCLUDE REMOVAL AND SALVAGE OF SIGN AND POST TO CITY OF RENTON PER SPECIFICATIONS UNLESS OTHERWISE NOTED. 10. CONTRACTOR TO SUBMIT TRAFFIC CONTROL PLANS. TRAFFIC CONTROL PLANS TO INCLUDE PEDESTRIAN DETOUR OR INCLUDE A PEDESTRIAN HANDLER THAT WILL GUIDE AND ASSIST PEDESTRIANS THROUGH THE WORK SITE DURING DEMOLITION AND CONSTRUCTION PHASES SITE PREPARATION CONSTRUCTION NOTES: 1 REMOVE CURB 2 SAWCUT AT NEAREST JOINT 3 PRESERVE AND PROTECT OR ADJUST INLET, MH, CB, UTILITY LID 4 REMOVE, SALVAGE, AND RETURN SIGNS AND POST TO CITY OF RENTON. 5 SANDBLAST OR GRIND TO REMOVE CROSSWALK MARKINGS 5 PRESERVE AND PROTECT UTILITY POLE INSTALL HIGH VISIBILITY FENCE, MAINTAIN ACCESS TO PRIVATE PROPERTY 7 RENTON ELEMENTARY AND MIDDLE SCHOOL CROSSINGS MCKNIGHT MIDDLE SCHOOL CROSSING SITE PREPARATION PLAN SHEET 2 OF 3 DRAWING NO. SP2 PROJECT NO. TED4004099 FED AID NO. HSIP-0005(53 DATE: 11 /02/2020 SHEET NO. 05 OF 23 CD N CD N r- CD LU CD Z C� z LiJ o- ;.2 '.2 4" TREE ' DRIP LIN SD-�-�T SD-----5b--10---- Si SA 5 - --N E-I&T S 15SMH � 5DM CONC 72"0 CONC 4SM RIM EONC 32 RIM EL=410.22 IE 3fi" CPP (N)=401.8 ANC IE 8" PVC (N)=399.4 IE 8" PVC (E)=399.4 IE 3fi" 401,CON(SW)=401.5 STOP SIGH WAT=401.8 BaT=39S.8 FLAGSTONE C 1E 8" D! (S)=399.3 COLD 4 a✓ � I rr� r 4" TREE 12' DRIP LI 18" TREE 36' DRIP LIN � M EW00 H 14" TREE 36' DRIP LINE SPR LER VALVE 12" TREE / 6' DRIP LINE 6" PVC FUTURE / CONDUIT PIP 12" TIRE �,,, J 1 0' SENSITIVE 36DRIP LINE I IRS BUFFER (2) 20" TREE 36' DRIP LINE j 16" TREE l - �- 36' DRIP LINE - 18" TREE - 36' DRIP LINE 14" TREE 3 36' DRIP LINE 12" TREE f 36' DRIP LINE I 20" TREE 6' DRIP LWI Colo I DRIP LINE I TRACT A SPEED SIGN W/ H FLASHING LIGHT - - SPRINKLER VALVE 1 $ 3' HI OOD FENCE I � 10' (3.2, 3.5, i If 3.6, 3.7) f d I 4- TREE' 6' DRIP LINE SPRINKLER-- 10' (3.2, 3.5, VALVE �3.6, 3.7) ► INSTALL HIGH ' (3.2, 3: VISIBILITY FENCE 7 FROM THIS POINT 10' (3.2 SOUTH AS SHOWN DESTRI CROSSING 3.6, 3.7` REMOVE CURB TO- 'RINKLER VALVE - INSTALL PEDESTRIAN PUSH BUTTON. SEE 1 4" TRI ----SIGNAL PLANS. 1 ' DRIP LII INSTALL HIGH VISIBILITY FENCE 7 FROM THIS POINT ---NORTH AS SHOWN v ROW, TYP. 4" TREE Q AF LN`� 6' DRIP LINE AL v' f .J I� � !II O O Q z 0 Know what's below. o Call before you dig. M L_ Elf Elf CD --- 3 ADDENDUM NO.3 ~ I NUMBER 2.2' X 1.8' CONC RIM EL=405.30 IE 12" CPP (S)=402.0 WAT=401.7 BOT=400.5 w 2 4" TREE 6' DRIP LINE 4' HI WOOS] FENCE _ �cuu 45"0 CONC RIM EL=409.81 IE 8- PVC (N)=400.2 IE 8' PVC (W)=400.1 Let ! 0 PARKING 72'0 CONC RIM EL=410.02 IE 24" CONC (NE)=401.9 IE 24" CONC (SW)=401.8 WAT=402.0 I l pSPH - 3 f I� Ld Uj t f TREE CLUMPS 3 f l SIZE VARIES i 10424 4 I SHED ENCLOSURE IL 1 6' HI WOOD FENCE t OMMUNICATIONS 0 } 1 PEDESTAL a P W/RISER 0 PARKING WV i H LT WYLTLi I PRINKLER VALVE TOP � 1 I B 2.2' X 1.8' CONC 26' WATER RIM EL=406.82 EASEMENT IE 12" CPP (N)=403.7 I IE 18" CPP (S)=403.2 WAT=402.9 BOT=402.1 'INSTALL HIGH VISIBILITY 7 FENCE FROM THIS POINT SOUTH AS SHOWN ❑" TREE L I f+ 36' DRIP LINE TU 3 PED CROSSING AND PARKING 4 2.2' X 1.8' CONC RIM EL=404.85 IE 18- CPP (N)=401-7 IE 18" CPP (S)=401.7 WAT 4 1.3 'INSTALL HIGH VISIBILITY 7 FENCE FROM THIS POINT 32' DR NORTH AS SHOWN REMOVE REFLECTIVE POST I (TYP. OF 4) o '. i _1 . 3 8" TREE 26' DRIP LINE TREE 26' DRIP LINE 10, PI I(IFF PnWFR .� 11 og wa��� °n ReC"I ���a t � SSjONAL a�17'aq SURVEYED: DRAWN BY: TLD DESIGN BY. KML CHECK BY: CS PROJ MGR: KML FILE: 1■ 0 0 L E D E S I G N 720 3RD AVENUE, SUITE 2020 SEATTLE, WA 98104 PHONE: (206) 297-1601 www.tooledesign.com - TILE) 1211712020 REVISION DESCRIPTION BY APP. DATE 7W 10 0 20 40ft MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL DOCUMENT CITY OF RENTON Public Warks Department Transportation ❑evision APPROVED FOR CO STRUCTION BY: .�.. _ - DATE: i SITE PREPARATION LEGEND. -- RIGHT-OF-WAY - - - - - - - - - - - - CRITICAL ROOT ZONE OF TREES TO SAVE AND PROTECT - SEE NOTE 4 REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK REMOVE CURB AND GUTTER ----------i� SAWCUT PAVEMENT xREMOVE ITEM CATCH BASIN INSERT PER RENTON STD. PLAN - 216.30 x HIGH VISIBILITY FENCE PER WSDOT STD. PLAN I-10.10-01 SITE PREPARATION NOTES: 1. SEE CH SHEET SERIES FOR SIGN REMOVALS AND PAVING LIMITS. 2. ALL DIMENSIONS ARE IN FEET, UNLESS OTHERWISE NOTED. 3. CALL UTILITIES UNDERGROUND LOCATION CENTER AT 1-800-424-5555 48 HOURS PRIOR TO CONSTRUCTION. 4. TREE CRITICAL ROOT ZONE (CRZ) IS THE AREA EQUAL TO A 1-FOOT RADIUS FROM THE BASE OF THE TREE'S TRUNK FOR EACH 1-INCH OF THE TREE'S TRUNK DIAMETER TAKEN 4.5-FEET ABOVE GRADE. CLEANLY PRUNE ENCOUNTERED ROOTS SMALLER THAN 2 INCHES IN DIAMETER. WHERE ROOTS 2 INCHES IN DIAMETER AND LARGER ARE DISCOVERED, THE CONTRACTOR MUST PROMPTLY NOTIFY THE ENGINEER. 5. DRIVEWAY ACCESS MUST BE MAINTAINED AT ALL TIMES UNLESS OTHERWISE DIRECTED BY THE CITY OF RENTON. 6. PAVEMENT TO BE SAWCUT WHEN REMOVAL LIMIT ABUTS PAVEMENT TO REMAIN IN PLACE. 7. SEE SPECIFICATIONS FOR TREE AND VEGETATION TRIMMING AND PRUNING REQUIREMENTS. ALL PRUNING SHALL BE PERFORMED BY A CERTIFIED ARBORIST AT THE DIRECTION OF THE ENGINEER. PRUNING AND TRIMMING MAY BE REQUIRED BY CITY OF RENTON FOLLOWING SIGN INSTALLATION TO PROVIDE VISIBILITY OF SIGNS. 8. REMOVE EXISTING CHANNELIZATION THAT CONFLICTS WITH PROPOSED CHANNELIZATION. CHANNELIZATION SHALL BE SANDBLASTED OR GRINDED OFF. 9. SIGNS NOTED "TO BE REMOVED" SHALL INCLUDE REMOVAL AND SALVAGE OF SIGN AND POST TO CITY OF RENTON PER SPECIFICATIONS UNLESS OTHERWISE NOTED. 10. CONTRACTOR TO SUBMIT TRAFFIC CONTROL PLANS. TRAFFIC CONTROL PLANS TO INCLUDE PEDESTRIAN DETOUR OR INCLUDE A PEDESTRIAN HANDLER THAT WILL GUIDE AND ASSIST PEDESTRIANS THROUGH THE WORK SITE DURING DEMOLITION AND CONSTRUCTION PHASES SITE PREPARATION CONSTRUCTION NOTES: AREMOVE CURB 2 SAWCUT AT NEAREST JOINT 3 PRESERVE AND PROTECT OR ADJUST INLET, MH, CB, UTILITY LID 4 REMOVE, SALVAGE, AND RETURN SIGNS AND POST TO CITY OF RENTON. 5 SANDBLAST OR GRIND TO REMOVE CROSSWALK MARKINGS fi PRESERVE AND PROTECT UTILITY POLE INSTALL HIGH VISIBILITY FENCE, MAINTAIN ACCESS TO PRIVATE PROPERTY 7 RENTON ELEMENTARY AND MIDDLE SCHOOL CROSSINGS MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL CROSSING SITE PREPARATION PLAN SHEET 3 OF 3 DRAWING NO. SP3 PROJECT NO. TED4004099 FED AID NO. HSIP-OOOS(53 DATE: 11/02/2020 SHEET NO. 06 OF 23_-. N 0 CV CD N N z Q n 0 CD � 3 ~ I NUMBER ! 3 I 1 oso920-0( I I � I =S AND SIDEWALK I + I )04290494 (5)(7) 1 080920-0020 I 2 I I I 1 20' PRIVATE I I I SIERRA l HEIGHTS I 1 ELEMENTARY I 1 2 7.5, SCHOOL I I PP W/RISER w I Z I w 1 I+ 14 � ! f !1 Il as —� S If,�II� 00 PARKINGLi 0 1141 I I Q t `�+ ASPH 1 " a aWY I l 0- �!I I 1 0 I I " 30 III "i W/RISER F q� + G P — G !l l 2 I lill I I vw+t ROW, TYP. 11� 111 1 I 1 (n I 080920-0010 10' PUB I D84920-0110 10' UTILITY EASEMENT 6' Hi I wooD �ll N9 II -PARK w I WM i II I I 111 l�1 i "W- NG TEL RISER 2 ,/- TRAFFIC SIGNAL EQUIP. PP W/RISER STREET & r1O' STOP SIGN Il -6. - i I CONC --DlA+Y-- d " i�11 I � ••- G �------�---------G--+ter------ III go° � Q l i ST72EET &GN III +N 1 WV a � I I 1 `5 it 7'10 !l I I r �ti a l I TYP. �`"—dry lil " lI" J II I 4SYL� TYP. / /! " III M r � �1 4" SWL, TYP. I iI DO NOT �PAR9�N Knmwwft below. Coil before ynu day. MATCH LINE SEE ABOVE RIGHT ADDENDUM NO.3 REVISION DESCRIPTION TLD 1 11211712020 BY I APP, I DATE s " ONA I. J 4" SYL� TYP. I 4" SWL, TYP. , ` rctr �tL PO TS t 2 11 J OP 0 EDESTR ! STRIA INSTALL NO PARKING I WITHIN 30 FEET SIGN P ON 9 FOOT POST =R� ` HAD 8 BO LARD ! — ❑O NOT ENTER ON TOP CONC BASE - _4 'Afll�■ ' R :�mr■7 LLj Ird ; 4 +"Il4 I I I� II ii 4 IP-1 Ii 1 1 ! Q �Ia Igo ROW, TYP. II 11 i Iw + 1>7 I IQ-I�I I P- 15 — i P � —P I 11I �Z I I +jllll l 1 I II "If l I I° Il w I "+ III+'II I ! R +dJ I 1 f ! II" I z °1 10o + II I 0 v PP W/RISER Il! �1 Z rr� I l I I 3 wOD9. E � I j II � 042305-9324 44.1' I I 6.3' 2- a r I 72.0' I I !!I SURVEYED: _. TOOLE DRAWN BY: TLD DESIGN BY: KML D E S I G N CHECK BY: CS 720 3RD AVENUE, SUITE 2020 SEATTLE, WA 98104 PROD IVIGR: KML PHONE: (206) 297-1601 o 7�aFILE: www.tooledesign.com --,*ENLARGEMENT, IPLAN 1 PEDESTRIAN CROSSING P ❑ 1 l" l k N l l '3 L 7 P } II I ASPH II ± DWY I ; �Il " 11I � I �II I 1I ! I'Ji I I r� 'D ! ❑ PMT II "I III M fII CONC II I DWY vi Il I! II �!l 11 + �I II III 11 I I NO I!j I PARKING I{ WOOD II ILL �11 II 11 t I I I I I LOT A PAV1 NG AND GRADING LEGEND: ---- RIGHT—OF—WAY ----- CRITICAL ROOT ZONE OF TREES TO SAVE AND PROTECT. SEE SITE PREPARATION PLANS. CURB AND GUTTER PER RENTON STD. PLAN — 101 EXTRUDED CEMENT CONCRETE CURB 2 �D4 CEMENT CONCRETE PARALLEL CURB RAMP WITH DETECTABLE WARNING SURFACE AND CEMENT CONCRETE PEDESTRIAN CURB 10 0 20 40ft PER STD. PLAN — 101 AND PER WSDOT STD. F-40.12-03. SEE PD SHEET SERIES FOR PAVING ENLARGEMENT PLANS. CEMENT CONCRETE PERPENDICULAR CURB RAMP WITH DETECTABLE WARNING SURFACE PER WSDOT STD. F-40.15-04. SEE PD SHEET SERIES FOR PAVING ENLARGEMENT PLANS. HMA FOR PAVEMENT REPAIR PER RENTON STD. PLANS — 103 & 110.1 CEMENT CONCRETE SIDEWALK, PER RENTON STD. PLAN — 102 (� 2� BRICK PATTERNED ASPHALT TRAFFIC ISLAND �D4 SEEDED LAWN OVER 6" DEPTH IMPORTED TOPSOIL TYPE A, PER RENTON STD. PLAN — 264.00, OPTION 5 PAVING AND GRADING NOTES: PAVING AND CHANNELIZATION CONSTRUCTION NOTES: 1OINSTALL DETECTABLE WARNING SURFACE PER REQUIREMENTS OF SPECIFICATION SECTION 8-14 AND WSDOT STD PLAN F-45.10-02. INSTALL DETECTABLE WARNING STRIP FULL WIDTH OF ISLAND OPENING. DETECTABLE WARNING. O2 RESTORE LANDSCAPE, SIDEWALK PAVEMENT, CURB, AND ASPHALT PAVEMENT TO EXISTING CONDITION OR PER PLANS AT RRFB SIGNAL POST, PEDESTRIAN PUSHBUTTON POST, AND TRENCHING LOCATIONS. OINSTALL CURB AND GUTTER 4OINSTALL BRICK PATTERNED ASPHALT TRAFFIC ISLAND SO INSTALL OM3—L OBJECT MARKERS 6O AMEND SOIL FOR SEEDED LAWN INSTALLATION PER RENTON STD. PLAN — 264.00, OPTION 5 IMPORTED TOPSOIL. SEED LAWN PER SPECIFICATIONS 7OPAINT CURB YELLOW PER SPECIFICATIONS O8 PAINT CURB WHITE PER SPECIFICATIONS BID DOCUMENT CITY OF RENTON Public Vvorks Department Transportation ❑evision APPROVED FOR CONSTRUCTION BY: 4���/� DATE:` 1. SEE SP SHEET SERIES FOR SITE PREPARATION AND DEMOLITION. 2. SEE SG SHEET SERIES FOR SIGNAL INFORMATION. 3. SEE SW1 FOR STORMWATER DRAINAGE PLAN. 4. ALL DIMENSIONS ARE IN FEET, UNLESS OTHERWISE NOTED. 5. ALL ELEVATIONS ARE TO BOTTOM OF CURB (FLOW LINE), UNLESS OTHERWISE NOTED. FL = FLOW LINE. 6. ALL CURBS ARE 6 INCHES TALL, UNLESS OTHERWISE NOTED. 7. ADJUST EXISTING UTILITY LIDS TO FINISHED GRADE. 8. COORDINATE INSTALLATION OF CATCH BASIN WITH CITY ENGINEER 9. PIPE INSTALLATION SHALL FOLLOW RENTON STD. PLAN 220.20. 10. RESTORE EXISTING LANDSCAPE IMPACTED BY CONSTRUCTION TO EXISTING CONDITIONS. RESTORATION GRADES TO MEET AND MATCH PAVEMENT EDGES AND EXISTING LANDSCAPE GRADES. CHANNELIZATION AND SIGNAGE LEGEND -.- RIGHT—OF—WAY 0' 10' PLASTIC CROSSWALK, TYPE A PER RENTON STD. PLAN — 127 24" PLASTIC STOP LINE, TYPE A 4" SYL PLASTIC LINE, TYPE D, 4" SOLID YELLOW LINE _4" SSYCL _ 4" SINGLE SKIP YELLOW CENTER LINE PER RENTON STD. PLAN — 109 4" TINLTL 4" TWO—WAY LEFT TURN LANE (YELLOW) LINES PER RENTON STD. PLAN — 109 4 DYCL 4" DOUBLE YELLOW CENTER LINE PER RENTON STD. PLAN — 109 4" SWL PLASTIC LINE TYPE D, 4" SOLID WHITE LINE PLASTIC TRAFFIC ARROW, TYPE A y SIGN AND POST HEIGHT PER PLAN CHANNELIZATION AND SIGNAGE NOTES: 1. SEE SP SHEET SERIES FOR CHANNELIZATION REMOVALS. 2. SEE SG SHEET SERIES FOR SIGNAL INFORMATION. 3. ALL DIMENSIONS ARE IN FEET, UNLESS OTHERWISE NOTED 4. SIGN AND SYMBOL MARKING LOCATIONS SHALL BE VERIFIED BY ERIC CUTSHALL, TRANSPORTATION MAINTENANCE MANAGER, PRIOR TO INSTALLATION. LOCATIONS SHOWN ARE APPROXIMATE ONLY. ACTUAL LOCATIONS SHALL BE DETERMINED IN THE FIELD BASED ON CONDITIONS. SIGNS SHALL NOT BE PLACED TO CONFLICT WITH DRIVEWAYS, UTILITIES, OR VEGETATION. SIGNS SHALL NOT BE PLACED WHERE SIGHT LINES TO THE SIGN ARE BLOCKED BY TREES. RENTON ELEMENTARY AND MIDDLE SCHOOL CROSSINGS DRAWING NO. CHI SIERRA HEIGHTS ELEMENTARY SCHOOL CROSSING PROJECT NO. TED4004099 CHANNELIZATION, SIGNAGE, AND PAVING PLAN FED AID NO. HSIP-a005(53 SHEET 1 OF 3 DATE: 11 /02/2020 SHEET NO. 07 OF 23 PAVING AND GRADING LEGENU: 0 0 rl CD C•, rl- nJ z 0 F_ z w to Q n n Q U z 0 U 0 o- a_ M o- n- C �I CD 04 I RAI E MA l 1 C F I ri ASPH I 1 CD III l 2]GV 3 I STOP G �� G v1 I _ .d I I r -5w -P— I —— N GRASS ` WMH Q I 1 CAUTI I I ARBORVITAE TREES O 'T i F- GENERAL DRIP LINE -SI ��II I i I� 3 .�o �.� �1 REFLECTIVE l L POSTS III + III I Know what's below. Call before you dig. 723090-0190 334390-0283 TYP LIGHT POLE W/- FLASHING LIGHTS PHOTC-� ENFORECED SPEED LIMIT PEDESTRIAN CROSSING UNK TREE 25' DRIP LINE 179 UNK TREE 12' DRIP LINE DECORATIVE LANTERN ti POST 4 �, I MULTIPLE 8" TRUNKS 30' DRIP LINE 4' HI 3RH f 3 � r 1 _ --- SD --� SD SPH S 5 I � WV 10 • 20 40ft IS daw r � 6 SPED SIGN W/ FL HING LIGHT PAVING J ENLARGEMENT 1 PLAN �PD2) PEDESTRIAN CROSSING & NO PARKING ROW, TYP . I I (n I I I cn a Of ! � ❑ � I o I II 0 � I10 I I V) LO a i(n o I III N 1~ + + IL 3 3 3 I I WHITE 1 I AS P LL I t t I I � I /PHOTO I I I I ENFORECED I I I SPEED LIMIT I { LIGHT POLE W/ I I FLASHING LIGHTS I o I r V) VJ ' r� ! I I I I ❑ I IU) I a P I� TRAFFIC DETECTIM ;F PAD F k I I G I I I us 3 I o Flo I0 CHAINLINK III I am FENCE l l l l I 334390-0287 i --- a s 2 I i I I + ADDENDUM NO.3 TLD 12/17/2020 F3 UMBER REVISION DESCRIPTION T BY APP. DATE ��tSTEFto���. 10NA 1• 7 SURVEYED: DRAWN BY: TLD DESIGN BY: KML CHECK BY: CS PROJ MGR: KML FILE: 10" TREE 26' DRIP LINE TOOLE DESIGN 720 3RD AVENUE, SUITE 2020 SEATTLE, WA 98104 PHONE: (206) 297-1601 www.tooledesign.com 16" TREE 40' DRIP LINE 722780-1860 PAVING O��Cp�N CHANNELIZATION CONSTRUCTION NOTES: 1OINSTALL DETECTABLE WARNING SURFACE PER REQUIREMENTS OF SPECIFICATION SECTION 8-14 AND WSDOT STD PLAN F-45.10-02. INSTALL DETECTABLE WARNING STRIP FULL WIDTH OF ISLAND OPENING. DETECTABLE WARNING. 2ORESTORE LANDSCAPE, SIDEWALK PAVEMENT, CURB, AND ASPHALT PAVEMENT TO EXISTING CONDITION OR PER PLANS AT RRFB SIGNAL POST, PEDESTRIAN PUSHBUTTON POST, AND TRENCHING LOCATIONS. OINSTALL CURB AND GUTTER O4 INSTALL BRICK PATTERNED ASPHALT TRAFFIC ISLAND O5 INSTALL OM3—L OBJECT MARKERS O6 AMEND SOIL FOR SEEDED LAWN INSTALLATION PER RENTON STD. PLAN — 264.00, OPTION 5 IMPORTED TOPSOIL. SEED LAWN PER SPECIFICATIONS 7O PAINT CURB YELLOW PER SPECIFICATIONS O8 PAINT CURB WHITE PER SPECIFICATIONS CITY OF RENTON BIDPublic Works Department Transportation Devision DOCUMENTAPPROVED FOR CONSTRUCTION BY: DATE: / lel — — RIGHT—OF—WAY ----- CRITICAL ROOT ZONE OF TREES TO SAVE AND PROTECT. SEE SITE PREPARATION PLANS. CURB AND GUTTER PER RENTON STD. PLAN — 101 EXTRUDED CEMENT CONCRETE CURB 2 �D4 CEMENT CONCRETE PARALLEL CURB RAMP WITH DETECTABLE WARNING SURFACE AND CEMENT CONCRETE PEDESTRIAN CURB PER STD. PLAN — 101 AND PER WSDOT STD. F-40.12-03. SEE PD SHEET SERIES FOR PAVING ENLARGEMENT PLANS. CEMENT CONCRETE PERPENDICULAR CURB RAMP WITH DETECTABLE WARNING SURFACE PER WSDOT STD. F-40.15-04- SEE PD SHEET SERIES FOR PAVING ENLARGEMENT PLANS. HMA FOR PAVEMENT REPAIR PER RENTON STD. PLANS — 103 & 110.1 e CEMENT CONCRETE SIDEWALK, PER RENTON STD. PLAN — 102 2 BRICK PATTERNED ASPHALT TRAFFIC ISLAND �D4 SEEDED LAWN OVER 6" DEPTH IMPORTED TOPSOIL TYPE A, W W W v i W W PER RENTON STD. PLAN 264.00, OPTION 5 PAVING AND GRADING NOTES-.- 1. SEE SP SHEET SERIES FOR SITE PREPARATION AND DEMOLITION. 2. SEE SG SHEET SERIES FOR SIGNAL INFORMATION. 3. SEE SW1 FOR STORMWATER DRAINAGE PLAN. 4- ALL DIMENSIONS ARE IN FEET, UNLESS OTHERWISE NOTED. 5. ALL ELEVATIONS ARE TO BOTTOM OF CURB (FLOW LINE), UNLESS OTHERWISE NOTED. FL = FLOW LINE. 6. ALL CURBS ARE 6 INCHES TALL, UNLESS OTHERWISE NOTED. 7. ADJUST EXISTING UTILITY LIDS TO FINISHED GRADE. 8. COORDINATE INSTALLATION OF CATCH BASIN WITH CITY ENGINEER 9. PIPE INSTALLATION SHALL FOLLOW RENTON STD. PLAN — 220.20. 10. RESTORE EXISTING LANDSCAPE 1MPACTED BY CONSTRUCTION TO EXISTING CONDITIONS. RESTORATION GRADES TO MEET AND MATCH PAVEMENT EDGES AND EXISTING LANDSCAPE GRADES. CHANNELIZATION AND SIGNAGE LEGEND: — RIGHT—OF—WAY ' W 10' PLASTIC CROSSWALK, TYPE A PER RENTON STD. PLAN — 127 24" PLASTIC STOP LINE, TYPE A 4" SYL PLASTIC LINE, TYPE D, 4" SOLID YELLOW LINE _4" SSYCL _ 4" SINGLE SKIP YELLOW CENTER LINE PER RENTON STD. PLAN — 109 4" TWLTL 4" TWO—WAY LEFT TURN LANE (YELLOW) LINES PER RENTON STD. PLAN — 109 4" DYCL 4" DOUBLE YELLOW CENTER LINE PER RENTON STD. PLAN — 109 4" SWL PLASTIC LINE TYPE D, 4" SOLID WHITE LINE PLASTIC TRAFFIC ARROW, TYPE A y SIGN AND POST HEIGHT PER PLAN CHANNELIZATION AND SIGNAGE NOTES: 1. SEE SP SHEET SERIES FOR CHANNELIZATION REMOVALS. 2. SEE SG SHEET SERIES FOR SIGNAL INFORMATION. 3. ALL DIMENSIONS ARE IN FEET, UNLESS OTHERWISE NOTED. 4. SIGN AND SYMBOL MARKING LOCATIONS SHALL BE VERIFIED BY ERIC CUTSHALL, TRANSPORTATION MAINTENANCE MANAGER, PRIOR TO INSTALLATION. LOCATIONS SHOWN ARE APPROXIMATE ONLY. ACTUAL LOCATIONS SHALL BE DETERMINED IN THE FIELD BASED ON CONDITIONS. SIGNS SHALL NOT BE PLACED TO CONFLICT WITH DRIVEWAYS, UTILITIES, OR VEGETATION. SIGNS SHALL NOT BE PLACED WHERE SIGHT LINES TO THE SIGN ARE BLOCKED BY TREES. RENTON ELEMENTARY AND MIDDLE SCHOOL CROSSINGS DRAWING NO. CH2 MCKNIGHT MIDDLE SCHOOL CROSSING PROJECT NO. TED4004099 CHANNELIZATION, SIGNAGE, AND PAVING PLAN FED AID NO. HSIP-OOOS 52 SHEET 2 OF 3 DATE: 11/02/2020 SHEET NO. 08 OF 23 I! CD C) CV I— z CD I- 2f ILI n- Y) z I n 0 0 Q U CD U a CD n_ n m IL n- CP ..: 1111-1 CD r— �� y z r1. 0 1 w r I a �! 4' HI WOOS I I I FENCE ----SD-----SD-----Sp-----Sp-----Sp cn � t; N E 1 SST ST �� I � ,021 � SMH ti WO CONC RIM EL=409.81 S 5 I I IE 8' PVC (N)=400.2 S S S S S I J IE 8' PVC (W)=400.1 I L,.I 1S5MH a l p L w U 48"0 CONIC I I - L - Li RIM EL=408.32 C. IE 8" PVC (N)=399.4 IE 8- PVC (E)=399.4 IE 8- DI (S)=399.3 ELAGST4NE� off 10' (3Z 3.5, 3.6, 3.7) ! 1 I I� Know what's below. CaII before you dig. KC TL NC. 7787050010 10' (3.2, 3.5, 3.6, 3.7) j CREEK �► �A • FUTURE r T )UIT PIPE I ¢ f �0424 SHED a v S N ENCLOSURE ` I¢ N 16' HI WOOD FENCE ° w OM M UNICATIONS II� v a PEDESTAL SIGN W/� JG LIGHTJ NI OOD FEI 3.5, 10' (3.2, 3.5, 3.6, 3.7) CROSSING ROW, TYP. 0 W J w a P W/RISER 0 � ' I PARKING �oF WAS p 6507 w� a� SSj0IS-TE � ! 7 ao C c F F 3 ADDENDUM NO.3 I TLD 12/17/2020 NUMBER REVISION DESCRIPTION BY APP. DATE 0 PAVING � ENLARGEMENT PLAN �D4 � EASEME! E! f I MAPLEMOD HEIGHTS ' ELEMENTARY PED CROSSING AND NO PARKING SCHOOL i �— INSTALL NO PARKING WITHIN 30 FEET SIGN ON UTILITY POLE PEF P�N-129 �r URVEYED: RAWN BY- TLD TOOLE ESIGN BY: KML I D E S I G N HECK BY: CS 720 3RD AVENUE, SUITE 2020 SEATTLE, WA 98104 ROJ MGR: KML _ PHONE: (206) 297-1601 ILE: www.tooiedesign.com P Al l N G AND Ufa Al l N U LEULIN U'. — — — — RIGHT—OF—WAY ------ CRITICAL ROOT ZONE OF TREES TO SAVE AND PROTECT. SEE SITE PREPARATION PLANS. - CURB AND GUTTER PER RENTON STD_ PLAN — 101 EXTRUDED CEMENT CONCRETE CURB �D4 CEMENT CONCRETE PARALLEL CURB RAMP WITH DETECTABLE WARNING SURFACE AND CEMENT CONCRETE PEDESTRIAN CURB 10 0 20 40ft PER STD. PLAN — 101 AND PER WSDOT STD. F-40.12-03. SEE PD SHEET SERIES FOR PAVING ENLARGEMENT PLANS. CEMENT CONCRETE PERPENDICULAR CURB RAMP WITH DETECTABLE WARNING SURFACE PER WSDOT STD_ F-40.15-04. SEE PD SHEET SERIES FOR PAVING ENLARGEMENT PLANS. HMA FOR PAVEMENT REPAIR PER RENTON STD. PLANS — 103 & 110.1 a CEMENT CONCRETE SIDEWALK, PER RENTON STD. PLAN — 102 (� 2 BRICK PATTERNED ASPHALT TRAFFIC ISLAND �D4 SEEDED LAWN OVER 6" DEPTH IMPORTED TOPSOIL TYPE A, PER RENTON STD. PLAN — 264.00, OPTION 5 PAVING AND GRADING NOTES: PAVING AND CHANNELIZATION CONSTRUCTION NOTES: 1 } INSTALL DETECTABLE WARNING SURFACE PER REQUIREMENTS OF SPECIFICATION SECTION 8-14 AND WSDOT 5TD PLAN F-45.10-02. INSTALL DETECTABLE WARNING STRIP FULL WIDTH OF ISLAND OPENING. DETECTABLE WARNING. RESTORE LANDSCAPE, SIDEWALK PAVEMENT, CURB, AND ASPHALT PAVEMENT TO EXISTING CONDITION OR PER PLANS AT RRFB SIGNAL POST, PEDESTRIAN PUSHBUTTON POST, AND TRENCHING LOCATIONS. INSTALL CURB AND GUTTER INSTALL BRICK PATTERNED ASPHALT TRAFFIC ISLAND INSTALL OM3—L OBJEC I MARKERS AMEND SOIL FOR SEEDED LAWN INSTALLATION PER RENTON STD. PLAN — 264.00, OPTION 5 IMPORTED TOPSOIL. SEED LAWN PER SPECIFICATIONS PAINT CURB YELLOW PER SPECIFICATIONS PAINT CURB WHITE PER SPECIFICATIONS CITY OF RENTON BIDPublic Works Department Transportation Devision DOCUMENTAPPROVED FOR CONSTRUCTION BY: DATE: �l1jr�1 1. SEE SP SHEET SERIES FOR SITE PREPARATION AND DEMOLITION. 2, SEE SG SHEET SERIES FOR SIGNAL INFORMATION. 3. SEE SW1 FOR STORMWATER DRAINAGE PLAN. 4. ALL DIMENSIONS ARE IN FEET, UNLESS OTHERWISE NOTED. 5. ALL ELEVATIONS ARE TO BOTTOM OF CURB (FLOW LINE), UNLESS OTHERWISE NOTED. FL =FLOW LINE. 6. ALL CURBS ARE 6 INCHES TALL, UNLESS OTHERWISE NOTED. 7. ADJUST EXISTING UTILITY LIDS TO FINISHED GRADE. 8. COORDINATE INSTALLATION OF CATCH BASIN WITH CITY ENGINEER 9. PIPE INSTALLATION SHALL FOLLOW RENTON STD. PLAN — 220.20. 10. RESTORE EXISTING LANDSCAPE IMPACTED BY CONSTRUCTION TO EXISTING CONDITIONS. RESTORATION GRADES TO MEET AND MATCH PAVEMENT EDGES AND EXISTING LANDSCAPE GRADES. CHANNELIZATION AND SIGNAGE LEGEND: -- - - RIGHT-OF-WAY 10' PLASTIC CROSSWALK, TYPE A PER RENTON STD. PLAN - 127 24" PLASTIC STOP LINE, TYPE A 4" SYL PLASTIC LINE, TYPE D, 4" SOLID YELLOW LINE �4" SSYCL _ 4" SINGLE SKIP YELLOW CENTER LINE PER RENTON STD_ PLAN - 109 4" TWL.TL 4" TWO-WAY LEFT TURN LANE (YELLOW) LINES PER RENTON STD. PLAN — 109 4" ❑YCL 4" DOUBLE YELLOW CENTER LINE PER RENTON STD. PLAN -- 109 4" SWL PLASTIC LINE TYPE D, 4" SOLID WHITE LINE PLASTIC TRAFFIC ARROW, TYPE A 1 SIGN AND POST HEIGHT PER PLAN CHANNELIZATION AND SIGNAGE NOTES: 1. SEE SP SHEET SERIES FOR CHANNELIZATION REMOVALS. 2. SEE SG SHEET SERIES FOR SIGNAL INFORMATION. 3. ALL DIMENSIONS ARE IN FEET, UNLESS OTHERWISE NOTED. 4. SIGN AND SYMBOL MARKING LOCATIONS SHALL BE VERIFIED BY ERIC CUTSHALL, TRANSPORTATION MAINTENANCE MANAGER, PRIOR TO INSTALLATION. LOCATIONS SHOWN ARE APPROXIMATE ONLY. ACTUAL LOCATIONS SHALL BE DETERMINED IN THE FIELD BASED ON CONDITIONS. SIGNS SHALL NOT BE PLACED TO CONFLICT WITH DRIVEWAYS, UTILITIES, OR VEGETATION. SIGNS SHALL NOT BE PLACED WHERE SIGHT LINES TO THE SIGN ARE BLOCKED BY TREES. RENTON ELEMENTARY AND MIDDLE SCHOOL CROSSINGS DRAWING NO. CH3 MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL CROSSING PROJECT NO. TED4004099 CHANNELIZATION, SIGNAGE, AND PAVING PLAN FED AID NO, HSIP-000SL53 SHEET 3 OF 3 DATE: 11 /02/2020 SHEET NO. 09 OF 23 Q CD w C) LIJ a n SIERRA HEIGHTS I NUMBER ELEMENTARY SCHOOL END CURB AND GUTTER MATCH EXISTING END SIDEWALK - MATCH EXISTING N: 190373.59 E: 1311424.50 ELEV=447.5f ELEV= 448.00 ELEV=448.08 4.1' 5.4' ELEV=448.14 ELEV=448.06 N: 190350.06 E: 1311431.60 ELEV= 448.03 BEGIN SIDEWALK MATCH EXISTING N: 190345.65 E: 1311423.17 ELEV= 449.0t BEGIN CURB AND GUTTER i MATCH EXISTING r 'r l III Know what's below. Call before you dig. BRICK PATTERNED 2 D PD4 ASPHALT TRAFFIC ISLAND, TYP. FACE OF CURB = R 6 .0 a' PRC N: 190367.96 E: 1311433.31 FACE OF CURB R=4.0' N: 190365.23 E: 1311435.48 IL ELEV: 447.3 PC N: 190364.19 ' { ;, E: 1311435.57 `. N: 190361.23 E: 1311435.4-8 0 ; FL ELEV: 447.55 11' ti3 � c� a 0 {. 0 N 19035716 �+ E: 1311435.34 FL ELEV: 447.75 -PC N: 190354.16 E: 1311435.24 FACE OF CURB R=4.0' PRC N: 190350.53 E: 1311432.61 FACE OF CURB R=6.0' n CORNER OF ISLAND N: 190364.E E: 1311452, CORNER OF ISLAND N: 190364. E: 1311446 11' CORNER OF ISLAND N: 190352.1 E: 1311446. CORNER OF ISLAND N: 190352.1 E: 1311452. FACE OF C R=6.a' FACE OF C R= 2.5', TYI FACE OF C R=8.0' EXTEND CU TO MATCH SIDEWALK f 3' AS SHO' TYP . PAVING PLAN ENLARGEMENT SCALE AS SHOWN TY P PAVING AND GRADING NOTES: 1. SEE SP SHEET SERIES FOR SITE PREPARATION AND DEMOLITION. 2. SEE CH SHEET SERIES FOR CHANNELIZATION, SIGNAGE, AND PAVING. 3. SEE SG SHEET SERIES FOR SIGNAL INFORMATION. 4_ ALL DIMENSIONS ARE IN FEET, UNLESS OTHERWISE NOTED- 5. ALL ELEVATIONS ARE TO BOTTOM OF CURB (FLOW LINE), UNLESS OTHERWISE NOTED. 6. ALL CURBS ARE 6 INCHES TALL, UNLESS OTHERWISE NOTED. H SURVEYED: _ - 0 DRAWN BY: TLD DESIGN BY: KML CHECK BY. CS 5 ReOp-T �E° �PROJ MGR: KML_ - REVISION DESCRIPTION BY APP. DATE �ss1ONnt� ��� �,� a o FILE: TOOLE DESIGN 720 3RD AVENUE, SUITE 2020 SEATTLE, WA 98104 PHONE: (206) 297-1601 www.tooledesign.com END CURB AND GUTTER MATCH EXISTING N: 190374.97 E: 1311473.90 ELEV=446.8f BACK OF CURB BULB MATCH EXISTING SIDEWALK N: 190364.51 E: 1311464.15 FL ELEV: 447.42 PT N: 190361-84 E: 1311463.42 N: 190360.30 E. 1311463.37 FL ELEV: 447.64 ELEV: 447.99 N: 190360.01 E: 1311472.37 FL ELEV: 448.02 ELEV: 448.06 N: 190355.94 E: 1311472.23 ELEV: 448.08 N: 190356.24 E: 1311463- 24 FL ELEV: 447.83 PC N: 190354.71 E: 1311463.19 N: 190349.03 E: 1311466.74 FL ELEV: 448.10 PRC N: 190348.36 E: 1311468.40 BEGIN CURB AND GUTTER MATCH EXISTING N: 190340.92 E: 1311472.78 ELEV=448.4t I I 1 I 1 I 1 I I I 1 1 I 1 I 1 I SLOPE MATCHES EXISTING ROADWAY CROSS SLOPE (5%) SLOPE MATCH EXISTIn ROADV4 CROSS SLOPE (4.6%) CURB RAMP GRADING PLAN SCALE AS SHOWN ABBREVIATIONS 7. ALL DETECTABLE WARNING SURFACES SHALL BE SELECTED AND ELEV = ELEVATION PLACED ACCORDING TO REQUIREMENTS OF SPECIFICATION SECTION N = NORTHING 8-14 AND WSDOT STD PLAN F-45.10-02. ANY ADDITIONAL E = EASTING REFERENCED SPECIFICATIONS AND REQUIREMENTS SHALL ALSO FL = FLOW LINE APPLY. TYP = TYPICAL CITY OF RENTON IPublic Works Department Transportation Derision DOCUMENT APPRO D FOR CONSTRUCTION BY: DATE: RENTON ELEMENTARY AND MIDDLE SCHOOL CROSSINGS SIERRA HEIGHTS ELEMENTARY SCHOOL CROSSING PAVING DETAILS SHEET 1 OF 4 2 TY P DRAWING NO. PD 1 PROJECT NO. TED4004099 FED AID NO. HSIP-000S(53 DATE: 11/02/2020 SHEET NO. - 10 OF 23 n LL, Q a n R CD r- END CURVE N: 187630.88 E: 1306229.18 CURB ELEV=348.35 END PEDESTRIAN CURB TOC ELEV=348.49 END CONC SIDEWALK-----,,-, BEGIN ADA RAMP ELEV=348.49 BEGIN CONC SIDEWALK MATCH EX SIDEWALK N: 187648.79 E: 1306228.77 ELEV= 48.6t END CURB AND GUTTER FL ELEV=348.03 BEGIN PEDESTRIAN CURB TOC ELEV=348.12 END ADA RAMP BACK OF WALK ELEV=347.63 BEGIN CURVE N: 187626.37 E: 1306233.64 CURB ELEV=348.1� BACK OF CURB- FL ELEV=347.89 END ADA RAMP- N: 187628.30 E: 1306229.39 BACK OF WALK ELEV=347.80 R = 4.5' 5' KN BEGIN ADA RAMP MATCH EX SIDEWALK N. 187625.80 E: 1306 241.12 ELEV=348.1 t BEGIN CURB AND GUTTER FL ELEV=347.52 FL ELEV= 347.53 FL R=10.0' BREAK LINES PERPENDICULAR TO WALKWAY FL ELEV=347.70 EDMONDS AVE NE PAVING AND GRADING NOTES: 1. SEE SP SHEET SERIES FOR SITE PREPARATION AND DEMOLITION. 2. SEE CH SHEET SERIES FOR CHANNELIZATION, SIGNAGE, AND PAVING. 3. SEE SG SHEET SERIES FOR SIGNAL INFORMATION. 4. ALL DIMENSIONS ARE IN FEET, UNLESS OTHERWISE NOTED. 5. ALL ELEVATIONS ARE TO BOTTOM OF CURB (FLOW LINE), UNLESS OTHERWISE NOTED. 6. ALL CURBS ARE 6 INCHES TALL, UNLESS OTHERWISE NOTED. 7. ALL DETECTABLE WARNING SURFACES SHALL BE SELECTED AND PLACED ACCORDING TO REQUIREMENTS OF SPECIFICATION SECTION 8-14 AND WSDOT STD PLAN F-45.10-02_ ANY ADDITIONAL REFERENCED SPECIFICATIONS AND REQUIREMENTS SHALL ALSO APPLY. ABBREVIATIONS ELEV = ELEVATION N = NORTHING E = EASTING FL = FLOW LINE TYP = TYPICAL Know what's below. Call dehn you dig. FACE OF CURB R=6.0' BEGIN CURB AND GUTTER MATCH EXISTING CATCH BASIN - SEE SW1 STORMWATER DRAINAGE PLAN MATCH EX SIDEWALK BEGIN CURB AND GUTTER N: 187574.86 MATCH EX 4 lti E: 1306250.37 N: 187580.16 ELEV=348.0f E: 1306249.44 FL ELEV=347.3± ELEV: 347.71 FACE OF CURB o PC R=8.0' N: 187572.61 E: 1306237.88 PRC N: 187581.04 ELEV: 347.77 E: 1306244.25 v ELEV: 347.74 U) N: 187582.73 u E_ 1306239.44 ELEV: 347.82 FL ELEV=347.40 BACK OF SIDEWALK FACE OF CURB ag6 R=12.0' R=16.0' I I ELEV: 347.91 N: 187582.59 , w E: 1306233.11 6 FL ELEV=347.41 Z 53 6' (X.X%) \ 5.8' �- 5. , N: 187580.20 E: 1306227.20 FL ELEV=347.44 s' PT ' N: 187575.67 E: 1306223.18 FL ELEV=347.45 ELEV 347.85 N: 187568.90 E: 1306218.98 FACE OF CURB FL ELEV=347.49 R=2.0' ELEV 347.74 N: 187564.27 FACE OF CURB E: 1306216.68 R=6.0' FL ELEV=347.53 PC N: 187558.27 E: 1306216.61 FL ELEV=347.44 N: 187564.65 E: 1306185. 63 FL ELEV=347.77 ELEV=347.95 PT N: 187570.65 N: 187585.92 E: 1306185.69 E: 1306185.84 FL ELEV=347.85 FL ELEV= 347.89 1 1INK b i OEM BEGIN CONC SIDEWALK PRC MATCH EX SIDEWALK N: 187591.31 N: 187596.77 E: 1306182.64 E. 1306174.46 FL ELEV=347.83 FL ELEV=348.3f PAVING PLAN ENLARGEMENT SCALE AS SHOWN D -.- -�� N: 187564.78 N: 187558.79 - E: 1306174.07 E: 1306173.95 ELEV=347.99 ELEV=347.95 1 TYP D MCKNIGHT MIDDLE SCHOOL PT N: 187560.95 E: 1306228.01 ELEV: 347.82 MATCH EX SIDEWALK N: 187547.70 E: 1306227.85 ELEV=347.6t END CURB AND GUTTER MATCH EX N: 187547.76 E: 1306222.87 FL ELEV=347.0f FACE OF CURB R=6.0' PRC N: 187552.93 E. 1306219.74 N: 187554.26 E: 1306218.09 ELEV= 347.30 N: 187558.65 E: 1306185.57 FL ELEV=347.66 ELEV=347.91 FACE OF CURB R=6.0' N: 187554.82 E: 1306184.06 FL ELEV=347.55 PRC N: 187553.44 E: 1306182.27 FL ELEV=347.47 FACE OF CURB R=6.0' END CURB AND GUTTER \ MATCH EXISTING - a END CONC SIDEWALK MATCH EX SIDEWALK N: 187548.20 E: 1306173.73 ELEV: - 347.{Jf WA sr❑xn�. E� I �� SURVEYED: DRAWN BY: TLD DESIGN BY: KML CHECK BY: CS PROJ MGR: KML FILE: TOOLE D E 5 I G N g� D 720 3RD AVENUE, SUITE 2N SEATTLE, WA 98104 DOCUMENT PHONE: (206) 297-1601 www.taolede5!9n.cam CITY OF RENTON F'uf�liC Works DepartmentMCKNIGHT Transportation ❑evision APPROVED FOR CONSTRUCTION BY: DATE:5��VlotlSHEET RENTON ELEMENTARY AND MIDDLE SCHOOL CROSSINGS MIDDLE SCHOOL CROSSING PAVING DETAILS SHEET 2 OF 4 DRAWING NO. PD2 PROJECT NO. TED4004099 FED AID NO. HSIP-OOOSL33y DATE: 11/02/2020 NO. 11 ❑F 23 NUMBER REVISION DESCRIPTION BY APP. DATE 0 CD CN w a k Q n .. M49 r1: E9 0 h 7.5%" r N 1.6% PAVING AND GRADING NOTES: a ru-) 2.07� t� EDMONDS AVE NE 1. SEE SIP SHEET SERIES FOR SITE PREPARATION AND DEMOLITION. 2. SEE CH SHEET SERIES FOR CHANNELIZATION, SIGNAGE, AND PAVING. 3. SEE SG SHEET SERIES FOR SIGNAL INFORMATION. 4. ALL DIMENSIONS ARE IN FEET, UNLESS OTHERWISE 'NOTED. 5. ALL ELEVATIONS ARE TO BOTTOM OF CURB (FLOW LINE), UNLESS OTHERWISE NOTED. 6. ALL CURBS ARE 6 INCHES TALL, UNLESS OTHERWISE NOTED. 7. ALL DETECTABLE WARNING SURFACES SHALL BE SELECTED AND PLACED ACCORDING TO REQUIREMENTS OF SPECIFICATION SECTION 8-14 AND WSDOT STD PLAN F-45.10---02. ANY ADDITIONAL REFERENCED SPECIFICATIONS AND REQUIREMENTS SHALL ALSO APPLY. ABBREVIATIONS ELEV - ELEVATION N = NORTHING E = FASTING FL = FLOW LINE TYP = TYPICAL Know what's below. Call hef n ywdig. R a WAS o 07 .5�Al �stox"L 1NUMBERI REVISION DESCRIPTION BY APP. DATE SURVEYED: TOOLE DRAWN BY: TLD DESIGN BY: KML. D E S I G N CHECK BY: CS 720 3RD AVENUE, SUITE 2020 SEATTLE, WA 98104 PROJ MGR: KML _ PHONE: (206) 297-1601 FILE: www.tooledesign.com W Z CURB RAMP GRADING PLAN SCALE AS SHOWN DOCUMENT 1 TY P CITY OF RENTON Public Works Department Transportation Derision APPROVED FOR CONSTRUCTION 0171" BY: DATE: r a-- D.7% LO 0 6 0.7%�, RENTON ELEMENTARY AND MIDDLE SCHOOL CROSSINGS MCKNIGHT MIDDLE SCHOOL CROSSING PAVING DETAILS SHEET 3 OF 4 DRAWING NO. PD3 PROJECT NO, TED4004099 FED AID NO. HSIP-000Sri5 DATE: 11/02/2020 SHEET NO. 12 OF 23 n a 0 LLJ - r w a. I I z 0 z w o- cn z Q n 0 0 d U z Q u 0 0 Of a- m o- Of Q Of I V) I CD r� R= 2', TYP. BOTH ISLANDS i 2 -BRICK PATT RNED PD4 ASPHALT TRAFFIC ISLAND, TYP. R=25', TYP. — BOTH ISLANDS R=1', TYP. BOTH ISLANDS g Know what's below. Call before you dig. 11.2' I I J I + a + I i 14.rfL I ! 2' ' I � 'T PC FACE OF CURB N: 178877.38 I i I E: 1315310.59 R=2', TYP. ~i I BOTH ISLANDS l I a � I t I j f 2' I � 14.7 i I CL i I I i n I I V- -- MATCH ! i EXISTING ELEVATIONS a. r � I I� I PC FACE OF CURB N: 178863.40 E: 1315310.47 PAVING PLAN ENLARGEMENT N.T.S. 3 ADDENDUM NO.3 TLD 12/17/2020 NUMBER REVISION DESCRIPTION BY APP. DATE v w H MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL PAVING AND GRADING NOTES: 1. SEE SP SHEET SERIES FOR SITE PREPARATION AND DEMOLITION. 2. SEE CH SHEET SERIES FOR CHANNELIZATION, SIGNAGE, AND PAVING. 3. SEE SG SHEET SERIES FOR SIGNAL INFORMATION. 4. ALL DIMENSIONS ARE IN FEET, UNLESS OTHERWISE NOTED. 5. ALL ELEVATIONS ARE TO BOTTOM OF CURB (FLOW LINE), UNLESS OTHERWISE NOTED. 6. ALL CURBS ARE 6 INCHES TALL, UNLESS OTHERWISE NOTED. 7. ALL DETECTABLE WARNING SURFACES SHALL BE SELECTED AND PLACED ACCORDING TO REQUIREMENTS OF SPECIFICATION SECTION 8-14 AND WSDDT STD PLAN F-45.10-02. ANY ADDITIONAL REFERENCED SPECIFICATIONS AND REQUIREMENTS SHALL ALSO APPLY. ABBREVIATIONS ELEV = ELEVATION N = NORTHING E = EASTING FL = FLOW LINE TYP = TYPICAL TYP � G' STERN-��,�• ANAL 17 SURVEYED: DRAWN BY: TLD _ DESIGN BY: KML_ CHECK BY: CS PROJ MGR: KML FILE- 1'OOLE DES 1C3N 720 3RD AVENUE, SUITE 2020 SEATTLE, WA 98104 PHONE: (206) 297-1601 www.tooledesign.com BID DOCUMENT R = 1.5" CLASS 3000 EXTRUDED CEMENT CONCRETE CURB PER WSDDT STANDARD PLAN F-10.42-00 SUBSTITUTE ADHESIVE AS SHOWN IN LIEU OF REBAR EXISTING PAVEMENT R = 1 11 ADHESIVE MEETING REQUIREMENTS OF SECTION 9-26.1 FOR TYPE -II EPDXY BONDING AGENT DIMENSIONS MIHMA CLASS 1 /2" WITH STAMPED OTHER SIDE BRICK PATTERN. PAINT HMA WITH 5" FIX ALL/FLOOR COATINGS F06525 CRIMSON OR APPROVED EQUAL 2.599 2.599 COMPACTED BACKFILL, CRUSHED f SURFACING TOP COURSE 71.5" I ° ❑ 611 ❑ a 4 d I ❑A 1 ❑ 1JI jII III ❑ ❑ 4 I I � I I � � � � � I � I d a BRICK_ PATTERNED ASPHALT TRAFFIC ISLAND � 2 CITY OF RENTON Pubk Works Department Transpartatbn Devision VED FOR CONSTRUCTION BY: Z_Z.e Y DATE: N.T.S. TYP RENTGN ELEMENTARY AND MIDDLE SCHOOL CROSSINGS MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL CROSSING PAVING DETAILS SHEET 4 OF 4 DRAWING NO. PD4 PROJECT NO. TED4004099 FED AID NO. HSIP-OOOS{53 DATE: 11 /02/2020 SHEET NO. 13 OF 23 n QD 0 N 0 r\i CN C7 Ln z 0 z w n- Ln z Q n a 0 Q z 0 0 Of M a.� Elf I 111-111 0 r� INLET 1.8' x 2.2' CONC RIM EL=347.35 6" CONC (E) IE=344.8 BOT=344.8 o W - �-- POTHOLE WATERLINE AND UNDERGROUND � \ A ���° * ELECTRICAL se v� 6 UTILITIES PRIOR TO PIPE INSTALLATION. 1 I I SEE NOTE 4. I I I I 10 CATCH BASIN TYPE 1 LOT 2 RIM=347.8f ' LOT I E= 346.1 18 1-0170 �nan_niRn 7230c- 723090-0190 334390-0283 A Know what's below. Callbefore you dig, ROW, TYP. - lay _ - r 1l I I CB INLET l 1.8' X 2.2' CONIC 1.8' ?C 2.2' CONC RIM EL=347.83 RIM EL=347.39 8" CONC (S) IE=345.2 8" CONC (S) IE=345 WAT=345.1 BOT=344.3 1 BOT=345.2 G F-1 ., s� I n�rn S Is INLET CA 0 0 1.8' x 2.2' CONrp RIM EL= 347.34 a 12" CPP (N) IE = 45.3 BOT=345.3 48"0 CONC I j CD SDMH RIM EL=348.35 I 1 48"O CONC 18" CONC (N) IE=339.2 I i RIM EL=347.52 18" CONC (E) IE 339.4 WAT-339 2 BOT=338 1 1 1 ! a J 12" CONC (NE) IE=344.2 - - 3I a I N i i I 12" CONC (S) IE=344.0 ' I � n_ i iS ilk I ' I I,) I la1 1 !I! 1 lIa + !! I la i 11Tf- ! I a of 1 fl la I r 1I I a II 1 Sc, 7-1 �I a 0 u� II I w w I1= T �- 3 � � I s r I a I + 11 1 I 0 11 I a Ica 1 1IJ I I TVHH 1 TEL I + RISER _ III I I11 i o III ] D T I11 Illf �E� II I!I W T z�a I I II I R I I I En I 1 W i I I I I� WAT=342.3 BOT=342.3 SDMH 10 0 20 48"CONC RIM L=34 RIM EL=347.83 STORMWATER DRAINAGE LEGEND: ---- RIGHT-OF-WAY B CATCH BASIN TYPE 1 PER RENTON STD. PLAN - 200.00 8" DUCTILE IRON PIPE eft STORMWATER DRAINAGE NOTES: 8" CONC (N) 1E=344 1. COORDINATE INSTALLATION OF CATCH BASIN WITH CITY ENGINEER 12" CONC (E) IE=34: 12" CPP (S) IE=343.5 2. PIPE INSTALLATION SHALL FOLLOW RENTON STD. PLANS 220.00 PIPE 18" CONC (W) IE=341.1 ZONE BEDDING AND COMPACTION - RIGID PIPE AND 220-20. TYPICAL WAT=341.1 B0T=339.6 W. TRENCH AND BACKFILL. - - SDMH 3. ADJUST EXISTING UTILITY LIDS TO FINISHED GRADE. 48" 0 CONIC RIM EL=349.39 4. PROVIDE PROJECT ENGINEER WITH LOCATION OF POTHOLE, ELEVATION OF 12" CONC (N) IE=346.2 12" CONC (E) IE=346.2 TOP OF PIPE/CONDUIT, SIZE OF PIPE/CONDUIT, AND TYPE OF UTILITY. IF ----s� 12" CONIC (w) IE=346.5 UTILITY IS A DUCT BANK, PROVIDE DIMENSIONS OF THE DUCT BANK wAT=346.1 BOT=343.9 INCLUDING HEIGHT OF DUCT BANK. H 48" 0 BRICK RIM EL=35 8" CONC 8" CONC LSSMH 48"0 BRICK RIM EL=34$.20 8" CONC (N) IE=336.9 8" CONC (E) IE=336.7 Ij 8" CONC (S) IE=336.7 ,�G 5 -INLET 1.8' X 2.2' CONC RIM EL=346.28 IE 8" CONC (W)=343. IE 6" CONC (NE)=344. WAT=343.9 BOT=343.8 CB 1.5' X 2.2' CONC RIM EL=346.99 6" CONC (SW) IE 344.6 12" CPP (S) IE=344.6 WAT-= 344.4 BOT=344.3 722780-1860 MCKNIGHT MIDDLE SCHOOL 042305-9048 w ell 4 w� RE-Q)ST1~REo s`sIQNAL E�� I t 1 ,7. �. SURVEYED: DRAWN BY: TLD DESIGN BY: KML CHECK BY: CS PROJ MGR: KML FILE: TOOLE D E S I G N BID 720 3RD AVENUE, SUITE 2020 SEATTLE, WA 98104 p O CUM E N TAPPROVED PHONE: (206) 297-1601 www.tooledesign.com g � I TY �F RENTON Public Works Department Transportation Devision FOR CONSTRUCTION ���� 6Y: DATE: RENTON ELEMENTARY AND MIDDLE SCHOOL CROSSINGS MCKNIGHT MIDDLE SCHOOL CROSSING STORMWATER DRAINAGE PLAN SHEET 1 OF 1 DRAWING NO. SW1 PROJECT NO. TED4004099 FED AID NO. HSIP-OOOS(533) DATE: 11/02/2020 SHEET NO. 14 OF 23 NUMBER REVISION DESCRIPTION BY APP. DATE CV Cv Cv CV 1 3 7 J 0 V) a 0 U 0 U v E a W 0 0 c v o- pli C37 r CA r a [V U III) a a a rr1 --m _j ROW mm%m ","Now ��-- 2 - 1 p---; P__ Ln d f ��,r„,,,+ 1 ISTING CITY OF RENTON _ as-----aS-S RVIC�E CABINET- __ =�� - . -4W I M M � M -� 5 'm 1 I -A& AIM no� U N I ( N AVE SE r d_____a__ yfl5 — —d--- ._—_ QS------CIS ----�--aS------QS-- —d�~ 4i�d—� = — --_ ---- � __ _ d —»d--ti —d---- '--�5 --—�5�--��gs--�—�— — —_ = -- — — — — — d�—� y`3— CIL —� —d— —d— ---d _ —d THERE IS A 6" FORCE MAIN f SEE PLAN SET WWP2702847 I Lv I� U,I "000 0 Qi 0 Uz, cn Lw r � + 1 ROW A - iI - � 1 SIERRA HEIGHTS 40 ELEMENTARY SCHOOL i CONSTRUCTION NOTES: tO INSTALL SUP -RESISTANT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. 0 O2 REPLACE EXISTING TYPE 1 JUNCTION BOX WITH SLIP -RESISTANT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. O3 INSTALL A NEW 20 AMP BREAKER INSIDE EXISTING SERVICE CABINET FOR RRFB SERVICE. 4� PROTECT AND SAVE CRITICAL TREE ROOT ZONE PER SITE PREPARATION PLANS. 1p TRENCH FOR CONDUIT INSTALLATION AND RESTORE TO MATCH EXISTING CONDITION. OPEN TRENCHING SHALL BE PER CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS. TRENCH FOR CONDUIT INSTALLATION AND RESTORE TO MATCH EXISTING CONDITION. OPEN TRENCHING SHALL BE PER CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS. MAINTAIN A MINIMUM OF 12" CLEARANCE FROM THE GAS LINE. Know what's Below. Call before you dig. 30 ADDENDUM NO.3 YLW 12/17/2020 NUMBER REVISION DESCRIPTION BY III APP, DATE POLE NOTES: i 1 � ! 10 SIGNAL GENERAL NOTES--- 1 RRFB, PUSH BUTTON POST AND CONDUIT LOCATIONS SHOWN ARE APPROXIMATE. FINAL INSTALLATION LOCATION SHALL AVOID CURB RAMP AND LANDING AREA, AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. - - - - - - 2. ALL WORK SHALL BE PERFORMED PER CITY OF RENTON STANDARD PLANS AND SPECIFICATIONS, UNLESS OTHERWISE NOTED IN THE DRAWING. - 3. CONTRACTOR SHALL INVESTIGATE EXISTING UNDERGROUND UTILITIES PRIOR TO ANY POLE FOUNDATION EXCAVATION OR 1 CONDUIT TRENCHING TO AVOID DAMAGE TO ANY EXISTING UNDERGROUND UTILITIES. 1 4. CONDUITS UNDER ROADWAY SHALL BE SCHEDULE 80 PVC, ALL 1 OTHER CONDUITS SHALL BE 40 PVC. 5. NOT USED. �1 T 6. REFERENCE DRAWING SP SERIES, CH SERIES AND PD SERIES FOR �� �• SITE PREPARATION, PAVING AND CHANNELIZATION PLANS. f 7. ANY EXCAVATION IN PROXIMITY TO AN EXISTING POLE OR DOWN GUY MUST BE DONE WITHOUT UNDERMINING THEIR STABILITY. INSPECTION IS REQUIRED PRIOR TO ANY EXCAVATION. CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SUPPORT WHICH MAY BE REQUIRED TO STABILIZE THE POLE. IF EXCAVATION IS DONE WITHIN FIVE FEET (5') OF ANY EX POLE, THE CONTRACTOR MUST PROVIDE TEMPORARY SUPPORT TO BE APPROVED BY THE CITY ENGINEER. 0 -- d _ —d— — — �`—d —--d-----d — LLJ i 7 1 D 3 JI INSTALL AC -POWERED RECTANGULAR RAPID FLASH BEACON (RRFB) SYSTEM BACK-TO-BACK INCLUDING POLE, FOUNDATION, CONTROLLER CABINET ENCLOSURE AND CONTROLLER UNIT, TWO (2) 30" X 30" S1-1 SCHOOL SIGNS, TWO (2) 24" X 12" W16-7P DIAGONAL ARROW SIGNS, AND TWO (2) LIGHT BARS PER DRAWING SGD1 DETAIL A. CONTROLLER CABINET ENCLOSURE SHALL BE INSTALLED ON WEST SIDE OF THE POLE. INSTALL AC -POWERED RECTANGULAR RAPID FLASH BEACON (RRFB) SYSTEM BACK-TO-BACK INCLUDING POLE, FOUNDATION, TWO (2) 30" X 30" S1-1 SCHOOL SIGNS, TWO (2) 24" X 12" W16-7P DIAGONAL ARROW SIGNS, TWO (2) LIGHT BARS, AND ONE (1) PUSH BUTTON PER DRAWING SGD1 DETAIL A. INSTALL ACCESSIBLE PUSH BUTTON POST, AND FOUNDATION PER WSDOT STANDARD PLAN J-21.10-04 AND ONE (1) PEDESTRIAN PUSH BUTTON ASSEMBLY ON EAST SIDE OF POST. SURVEYED: LIN & ASSOC. SING wAsy� ` ram DRAWN BY: Y. WANG �oF F DESIGN BY: X. ZHANG CHECK BY: S. RAHMAN 40434 01STSS PROJ MGR: F. LEE r OVAL 12/17/2020 FILE: P-SIGL.dwg SIGNAL LEGEND: p TYPE 2 JUNCTION BOX co SERVICE CABINET RECTANGULAR RAPID FLASH BEACON � PEDESTRIAN PUSH BUTTON POST --i PEDESTRIAN PUSH BUTTON CONDUIT -ABBREVIATION-.- RRFB RECTANGULAR RAPID FLASH BEACON PSE PUGET SOUND ENERGY WIRING SCHEDULE RUN NO. CONDUIT SIZE RRFB POWER RRFB PUSH BUTTON 1-PR(SH) GROUND 1-#6 PULL TAPE REMARK 2" PVC 1 2 1 1 2" P VC 3 /C ##12 1 3" P VC 1 1 1 2 3" PVC SPARE 1 3 2" PVC 1 1 1 4 2" P VC 2- #6 1 3" PVC 2—#6 1 5 3" PVC SPARE 1 6 EX3" 2-#6 1 PROTECT EXISTING WIRES IN CONDUIT 7 1" PVC 1 1 BID CITY OF RENTON concord Public Works Department E N G I N E E R I N G DOCUMENT Transportation Derision APPROVED FOR CONSTRUCTION BY: DATE: 19 s � � RENTON ELEMENTARY AND MIDDLE SCHOOL CROSSINGS SIERRA HEIGHTS ELEMENTARY SCHOOL CROSSING RRFB PLAN SHEET 1 OF 4 DRAWING NO. SG1 PROJECT NO. TED4004099 FED AID NO. HSIP-0005(51- DATE: 11/02/2020 SHEET NO. 15 OF 23 N v CV M CV 0 us 0 0 C) E w 0 Of 0 L CL !r7 C I � � a �s I f Q0 Ln w— —I— w w w w r � r -OS---r-c3SaS----iGS---- S S 5 5 I � a f 2 M- M � M — — _'1-: 75' BETWEEN BREAK LINES ROW -- ——Clr SPEED CAMERAS 6 10 10 6 I AM11 ! I fl I I I - - 5 5 S S S S S----------- iA- S S Jam- S EDMONDS AVE NE 13 g M ham— M, I f I I � I I ! f r CL I I ) d-----d-----ci-----d-----d d-----.._d--ZE--d-----d-----d-------d----- — --d-F---r--d---- d——d-----d_ -d —d --d —d--- dE -d- --- -d- - - d - - -d ANC 9 SERVICE POINT -- I ROW EXITING TRANSFORMER CABINET (120V/24OV) POLE NOTES; CONSTRUCTION NOTES; WIRING SCHEDULE INSTALL AC —POWERED RECTANGULAR RAPID FLASH BEACON (RRFB) Q INSTALL SLIP —RESISTANT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. RUN PUSH SYSTEM BACK--TO—BACK INCLUDING POLE, FOUNDATION, CONTROLLER NO. CONDUIT SIZE SERVICE RRFB RRFB N BUTTON GROUND PULL REMARK CABINET ENCLOSURE AND CONTROLLER UNIT, TWO (2) 30" X 30" S1-1 INSTALL 2" CONDUIT INTO EXISTING JUNCTION BOX. #Q POWER 1-4C 1--PR(SH) 1 _� TAPE SCHOOL SIGNS, TWO (2) 24" X 12" W16-7P DIAGONAL ARROW SIGNS, AND TWO (2) LIGHT BARS PER DRAWING SGD1 DETAIL A. CONTROLLER INSTALL SERVICE CABINET FOUNDATION PER CITY OF RENTON STANDARD PLAN 126.1 AND 126.2. INSTALL 1 2" PVC 1 2 1 CABINET ENCLOSURE SHALL BE INSTALLED ON EAST SIDE OF THE SERVICE CABINET PER CITY OF RENTON STANDARD PLAN 122.1 AND 122.2. INSTALL ONE 20 AMP BREAKER 2" PVC 3/C #12 1 POLE. FOR RRFB SYSTEM. 3" PVC 1 1 1 2 INSTALL AC —POWERED RECTANGULAR RAPID FLASH BEACON (RRFB) REMOVE EXISTING TYPE 1 JUNCTION BOX. CAP ABANDONED CONDUITS MINIMUM 4" BELOW FINISHED GRADE. 3" PVC SPARE 1 SYSTEM BACK—TO—BACK INCLUDING POLE, FOUNDATION, TWO (2) 30" 3 2" PVC 1 1 X 30" S1-1 SCHOOL SIGNS, TWO (2) 24" X 12" W16-7P DIAGONAL 8� PROTECT AND MAINTAIN EXISTING TYPE 1 JUNCTION BOX. 4 1" PVC 1 1 ARROW SIGNS AND TWO (2) LIGHT BARS PER DRAWING SGD1 DETAIL A. SERVICE POINT. COORDINATE WITH PSE TIN NGUYEN AT 253-244--4303 FOR SERVICE CONNECTION TWO (2) 5 2" PVC SPARE 1 3 INSTALL ACCESSIBLE PUSH BUTTON POST, AND FOUNDATION PER WEEKS IN ADVANCE. PROVIDE 4FT X 4FT WORK PIT AT THE TRANSFORMER AND EXPOSE THIS VAULT TO 6 2" PVC 2—#6 1 WSDOT STANDARD PLAN J-21.10-04 AND ONE 1 PEDESTRIAN PUSH () THE BOTTOM. COIL 20 FT CABLE INSIDE THE VAULT FOR PSE TO MAKE THE CONNECTION. SEE BID PACKAGE 7 2—� PROTECT EXISTING CABLE BUTTON ASSEMBLY ON WEST SIDE OF POST. APPENDIX F FOR PSE ELECTRICAL SERVICE CONNECTION DRAWING. EX 2„ 1 IN CONDUIT 8 2" PVC 3—#2 INSTALL ACCESSIBLE PUSH BUTTON POST, AND FOUNDATION PER 10 TRENCH FOR CONDUIT INSTALLATION AND RESTORE TO MATCH EXISTING CONDITION. OPEN TRENCHING SHALL WSDOT STANDARD PLAN J-21.10-04 AND ONE (1) PEDESTRIAN PUSH BE PER CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS. BUTTON ASSEMBLY ON EAST SIDE OF POST. Know what's below. Call before you dig. 11 REPLACE EXISTING TYPE 1 JUNCTION BOX LID WITH NEW NON—SKID LID. 1z TRENCH FOR CONDUIT INSTALLATION AND RESTORE TO MATCH EXISTING CONDITION. OPEN TRENCHING SHALL BE PER CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS. MAINTAIN A MINIMUM OF 12" CLEARANCE FROM THE GAS LINE. 13 OPEN TRENCH OR DIRECTIONAL BORE FOR CONDUIT INSTALLATION AND RESTORE TO MATCH EXISTING CONDITION. OPEN TRENCH AND DIRECTIONAL BORE SHALL BE PER CITY OF RENTON ROAD CROSSING STANDARDS. POTHOLE ALL UTILITIES BEFORE CROSSING IS INSTALLED. PROTECT AND MAINTAIN ALL EXISTING UTILITIES. REFERENCE PSE UNDERGROUND COMMERCIAL SERVICE CONNECTION DRAWING FOR DETAILS. 5 0 10 20ft SURVEYED: LIN & ASSOC. NG z �� CPublic Works Department CITY OF RENTON RENTON ELEMENTARY AND MIDDLE SCHOOL CROSSINGS DRAWING NO. SG2 pF WA DRAWN DRAWN BY: Y. WANG MCKNIGHT MIDDLE SCHOOL CROSSING PROJECT NO. TED4004099 �~ � concord DESIGN BY: x. ZHANG E N G I N E E R I N G p M E N T p Transportation Devision RRFB PLAN FED AID NO. HSIP-0005(533) CHECK BY: S. RAHMAN APPROVED FOR CONSTRUCTION SHEET 2 OF 4 DATE' 11/02/2020 Jp 40434 q a ADDENDUM N0.3 YLW 1211712020 IST01' PROJ MGR: F. LEE �SSIDNAL �BY: DATE: I� I SHEET NO. 16 OF 23 NUMBER REVISION DESCRIPTION BY APP. DATE W 121171202D FILE P-SIGL.dwg m -cc ri N v CA an N ca a 0 d U Cr .(n co 0 L 0 0 U •i v U 0 L aL CL '0. ` SCHOOL ENTRANCE 'q- E 11Opp v, D1P t� 9 \— :] 9 5 ■ Pd ■ \ O _ P d----—d-----d-- --d--- d-----d —� d V J a � I �I EXISTING CITY OF RENTON 3 SERVICE CABINET Ln CD LiJ U V) Z CONSTRUCTION NOTES: ��k 3 j 4� .4 - v" LLy�jj J�a] POLE NOTES: . L �- r ROW M M M JERICHO AVE NE/144TH AVE SE 1D INSTALL SLIP —RESISTANT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. INSTALL AC —POWERED RECTANGULAR RAPID FLASH BEACON (RRFB) SYSTEM BACK—TO—BACK ON EXISTING STREET LIGHT POLE INCLUDING CONTROLLER CABINET ENCLOSURE AND INSTALL A NEW 20 AMP BREAKER INSIDE EXISTING SERVICE CABINET FOR RRFB SERVICE. CONTROLLER UNIT, ONE (1) 30" X 30" S1-1 SCHOOL SIGN, ONE (1) 24" X 12" W16-7P DIAGONAL ARROW SIGN ON SOUTH SIDE OF POLE, AND TWO (2) LIGHT BARS. ADJUST EXISTING 4� PROTECT AND SAVE CRITICAL ROOT ZONE. SEE SITE PREPARATION PLANS. S1-1 SCHOOL SIGN AND W16-7P SIGN TO COORDINATE WITH RRFB INSTALLATION. CONTROLLER CABINET ENCLOSURE SHALL BE INSTALLED ON NORTH SIDE OF THE POLE. REFERENCE DETAIL 12 TRENCH FOR CONDUIT INSTALLATION AND RESTORE TO MATCH EXISTING CONDITION. OPEN A FOR EQUIPMENT MOUNTING HEIGHTS AND ATTACHMENT DETAILS. PROTECT AND MAINTAIN TRENCHING SHALL BE PER CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY EXISTING LIGHTING CONDUCTORS INSIDE POLE. REQUIREMENTS. MAINTAIN A MINIMUM OF 12" CLEARANCE FROM THE GAS LINE. INSTALL AC —POWERED RECTANGULAR RAPID FLASH BEACON (RRFB) SYSTEM BACK—TO—BACK 14 INSTALL 1.5" CONDUIT INTO EXISTING JUNCTION BOX. INCLUDING POLE, FOUNDATION, TWO (2) 30" X 30" S1-1 SCHOOL SIGNS, TWO (2) 24" X 12" W16-7P DIAGONAL ARROW SIGNS, TWO (2) LIGHT BARS, AND ONE (1) PUSH BUTTON PER TRENCH FOR CONDUIT INSTALLATION AND RESTORE TO MATCH EXISTING CONDITION. OPEN DRAWING SGD1 DETAIL A. TRENCHING SHALL BE PER CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS. HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED IN AREAS �3 INSTALL ACCESSIBLE PUSH BUTTON POST, FOUNDATION PER WSDOT STANDARD PLAN WHERE EXISTING THREE ROOTS AND/OR UNDERGROUND UTILITIES CONFLICT WITH CONDUIT J-20.11-03 AND ONE (1) PEDESTRIAN PUSH BUTTON ASSEMBLY ON EAST SIDE OF POST. INSTALLATION. Know what's below. Call before you dig. ADDENDUM NO-1 - ADD WIRING RUN NO.8 TO PLAN VIEW. YLW 12/1/2020 NUMBER REVISION DESCRIPTION BY I APP. DATE piNG z� SURVEYED: LIN & ASSOC. of WAsy�� DRAWN BY: Y. WANG DESIGN BY: X. ZHANG CHECK BY: S. RAHMAN p 40434 q �'0rsTvR� PRDJ MGR: F. LEE IONAL _ 12/1/2020 FILE: P-SIGL.dwg -vq* qft�b 'So ir •6 MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL f 4 /N r WIRING SCHEDULE RUN NO. CONDUIT SIZE RRFB RRFB PUSH BUTTON GROUND PULL REMARK 0 POWER 1-4C 1—PR(SH) 1—#6 TAPE 1 2" P VC 1 1 3" P VC 1 1 1 2 3" PVC SPARE 1 3 2" PVC 1 1 1 4 EX 3" PVC 2—#8 PROTECT EXISTING WIRES IN CONDUIT 5 EX 2" PVC 2—#8 PROTECT EXISTING WIRES IN CONDUIT 6 EX 1.5" PVC 2—#8 PROTECT EXISTING WIRES IN CONDUIT 7 EX 1.5" PVC 1 1 PROTECT EXISTING WIRES IN CONDUIT S 1.5" P VC 1 2 1 B I D CITE OF RENTON concord a Public Works De rtment ENGINEERING DOCUMENT p Transportation Devision APPROVED FOR CONSTRUCTION BY: xi"' _ `� DATE:/.Tl2� 5 0 10 20ft RENTON ELEMENTARY AND MIDDLE SCHOOL CROSSINGS DRAWING NO. SG3 MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL CROSSING PROJECT NO. TED4004099 RRFB PLAN FE❑ AID NO. HSIP-000S(5� SHEET 3 OF 4 DATE: 11/02/2020 SHEET NO. 17 OF 23 Ln a v v Cq N CM 0 'M •i O L a _r7 POLE CAP, ALUMINUM WITH STAINLESS STEEL FASTENERS � 0 0 Q r7 � SIGN W16-7P(L OR R) 24" (IN) x 12" (IN) SUPPLEMENTAL ARROW PLAQUE - 14' PELCO-SPUN ALUM. POLE, SCH 80, PB-5102 OR PUSH APPROVED EQUAL TUANO° VMFNNG X,W5 PEDESTRIAN PUSHBUTTON AND SIGN ASSEMBLY (SEE NOTE 3) MATCHLINE cm M USE DETAILS ABOVE / I MATCHLINE FOR SIDE J ELEVATION VIEW a Know what's below. Call before you dig. NUMBER I REVISION DESCRIPTION FRONT ELEVATION VIEW SIGN S1-1 (FLUORESCENT GREEN -YELLOW) 30" (IN) x 30" (IN) SCHOOL ZONE SIGN RECTANGULAR RAPID FLASH BEACON (SEE NOTE 1) CONTROLLER CABINET ENCLOSURE (SEE NOTE 2) w SEE NOTE 4 BY J APP- j F ATF SIGN S1-1 (FLUORESCENT GREEN -YELLOW) RECTANGULAR RAPID FLASH BEACON (SEE NOTE 1) SIGN W16-7P(R) OR W16-7P(L) SIGN S1-1 (FLUORESCENT GREEN -YELLOW) RECTANGULAR RAPID FLASH BEACON (SEE NOTE 1) MOUNTING BRACKET AND STEEL STRAP (TYP.) (SEE NOTE 5) SIGN W16-7P(R) OR W16-7P(L) CONTROLLER CABINET ENCLOSURE (SEE NOTE 2) MATCHLINE SIDE ELEVATION VIEW BI-DIRECTIONAL CONFIGURATION DETAILS AC POWERED RECTANGULAR RAPID FLASH BEACON N �Iy wA�i . 4a434 9 �GtSTER�' f /)ArA l DETAIL A (NTS) SURVEYED: LIN & ASSOC. DRAWN BY: Y. WANG DESIGN BY, X. ZHANG CHECK BY: S. RAHMAN PROJ MG R: F. LEE 11/2/2020 1 FILE: P-SIGL.dwg ��� CITY OF RENTON concord Public Works Department ENGINEERING DOCUMENT Transportation Derision APPRO D FOR CONSTRUCTION BY: DATE: NOTES 1. RECTANGULAR RAPID FLASH BEACON SHALL BE CARMANAH RRFB LIGHT HEADS AND CARMANAH RRFB POLE MOUNT LIGHT ENCLOSURE OR APPROVED EQUAL. SEE MANUFACTURER'S INSTALLATION GUIDE FOR INSTALLATION DETAILS. 2. CONTROLLER CABINET ENCLOSURE SHALL BE CARMANAH SC315-G NEMA 3R CABINET OR APPROVED EQUAL. THE CABINET ENCLOSURE SHALL BE SIZED BY THE RRFB MANUFACTURER. SEE MANUFACTURER'S INSTALLATION GUIDE FOR INSTALLATION DETAILS. 3. THE PEDESTRIAN PUSHBUTTON AND SIGN ASSEMBLY SHALL BE POLARA BULLDOG PUSHBUTTON STATION OR APPROVED EQUAL. SEE MANUFACTURER'S INSTALLATION GUIDE FOR INSTALLATION DETAILS. 4. SEE WSDOT STANDARD PLAN J-21.10-04 FOR SIGNAL STANDARD FOUNDATION. POLE BASE SHALL BE PELCO PB-5334 OR APPROVED EQUAL, COLLAR SHALL BE PELCO PB-5325 OR APPROVED EQUAL. SEE MANUFACTURER'S INSTALLATION GUIDE FOR BASE AND COLLAR INSTALLATION DETAILS. 5. SEE CITY OF RENTON STANDARD PLAN 129 FOR SIGN MOUNTING DETAILS. RENTON ELEMENTARY AND MIDDLE SCHOOL CROSSINGS MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL CROSSING RRFB PLAN SHEET 4OF4 DRAWING NO. SGD1 PROJECT NO. TED4004099 FED AID NO. HSIP-000S[5.: DATE' 11/02/2020 SHEET NO. 18 OF 23 a p- Q U 0 LLJ Cn z Q A Q Q d a r r�- U) m Of Of C a ■ a MATCH LINE SEE BELOW RIGHT r+ I I a _ r �I 7 I L � LDI � I z D 24" I - -- 2' NE 24TH ST R9-11R----�,-- _ - - + �� 48►> I 10 • 1 � I I 4$„ I W20--7A 48" NE LAN ROAD � r I AHEAD 3,=,,, • ,�` . 10 48 - '; r P fit mw Know whars belovk Call before you dig. W20- 4 48 I ROAD WORK HEAD 48 W20-1 ' I NUMBER I REVISION DESCRIPTION =_=j � l-OZM ..8b ab'3H I A2]OM I ab'02i � � 100' b—OZM I I Od3Hb' ae0b IZ W Nb'l 3N I I 100' � 1 1W\ b'L-OZM I I I I! Cd 4n MAINTAIN --, ACCESS TO DRIVEWAY «Z� S I E R RA - HEIGHTS ELEMENTARY SCHOO 200' 6-6�1 «Z L �als � � V 24 SIDEWa_%i 1 cLOS R9-_9 iI Q -*mmmim ,Z 10 '0 ® Y I� �4 b %pigI 5 r� I p �f all 00 00 z QQQ Ow woj�= 0D 00 z n � o CA 3: - 00 Q :�: C:� w _ 00 o 100' 100' 100, — S S MATCH LINE SEE ABOVE LEFT R } w ■ f a... Aw TRAFFIC CONTROL PLAN - CENTER MEDIAN ISLAND AND WEST CURB EXTENSION H SURVEYED: �w °F WA'r�O DRAWN BY: TLD DESIGN BY: KML- CHECK BY: CS PROJ MGR: KML BY APP. DATE 10NAL E�Cs �I�� 0 FILE: ImOOLE DESIGN 720 3RD AVENUE, SUITE 2020 SEATTLE, WA 98104 PHONE: (206) 297-1601 www.tooledesign.cam CITY OF RENTON Bf D Public Works Department Transportation Devision DOCUMENTAPPROVED FOR CONSTRUCTION BY: DATE:, f1l /�tr' 25 rr 50 100ft TRAFFIC CONTROL LEGEND-.- — — RIGHT—OF—WAY FLAGGING STATION b TEMPORARY SIGN LOCATION o CHANNELIZING DEVICES TEMPORARY PEDESTRIAN CROSSWALK WORK AREA TRAFFIC CONTROL NOTES: 1. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS. SEE WSDOT STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. 2. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. 3. NOTIFY KING COUNTY DEPARTMENT OF TRANSPORTATION METRO TRANSIT DIVISION CONSTRUCTION INFORMATION CENTER AT (206) 477-1140 TWO WEEKS PRIOR TO START OF WORK. RENTON ELEMENTARY AND MIDDLE SCHOOL CROSSINGS SIERRA HEIGHTS ELEMENTARY SCHOOL CROSSING TRAFFIC CONTROL PLAN SHEET 1 OF 5 DRAWING NO. TC1- PROJECT NO. TED4004099 FED AID NO. HSIP-OOOS(53 DATE: 11 /02/2020 SHEET NO. 19 OF 23 0 0 0 0 Q F- r .. 0 as I Ln E] 0 r— r NUMBER MATCH LINE SEE BELOW RIGHT � to FL3 as ao 00 00 ® 1 50 -iQ< I N w p= N � z Q z O 1- LE 00 00 Q Q 0 0 w a Z 100' 85' 100' NE 24TH S- - --------- T T i 48„ +�— III 10 • I r I I 48" W20-7 48" NE LAN "JOB I ROAD F— AHEAD _ 10 ' 48" tv ' W20— 4 V 48" I Know what's below. Call before you dig. � ROAD WORK I HEAD 48" I W20-1 -v-ozm %JV—j11V L—OZM MAIN I AIN ACCESS TD DRIVEWAY `SIERRA _- HEIGHTS ELEMENTARY SCHOOL —100, 5 c I FENCING BETWEEN WORK AREA AND SIDEWALK MAINTAIN ilo� i 200, ACCESS TO I a al DRIVEWAYS 13 _ I n MATCH LINE SEE ABOVE LEFT TRAFFIC CONTROL PLAN — EAST CURB EXTENSION T H M SURVEYED: TOOLE o WA DRAWN BY: TLD o DESIGN BY: KML D E S I G N CHECK BY: CS 720 3RD AVENUE, SUITE 2020 SEATTLE, WA 98104 oc, R�cis ��`;� PROJ MGR: KML PHONE: (206) 297-1601 REVISION DESCRIPTION BY APP. DATE ssf❑IVAL E�� l� �� FILE: ►iww.tooledesign.com a ro 00 A ¢i o = N 00 z�Q n 0 3 100, CITY OF RENTON BID Public Works Department Transportation Derision DOCUMENT APPROVED FOR CONSTRUCTION BY: DATE: 7/6 25 # 50 1 00ft TRAFFIC CONTROL LEGEND: — — RIGHT—OF—WAY FLAGGING STATION ki TEMPORARY SIGN LOCATION ® CHANNELIZING DEVICES II1111111111 TEMPORARY PEDESTRIAN CROSSWALK WORK AREA TRAFFIC CONTROL NOTES: 1. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS. SEE WSDOT STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. 2. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS_ 3. NOTIFY KING COUNTY DEPARTMENT OF TRANSPORTATION METRO TRANSIT DIVISION CONSTRUCTION INFORMATION CENTER AT (206) 477-1140 TWO WEEKS PRIOR TO START OF WORK. RENTON ELEMENTARY AND MIDDLE SCHOOL CROSSINGS SIERRA HEIGHTS ELEMENTARY SCHOOL CROSSING TRAFFIC CONTROL PLAN SHEET 2 OF 5 DRAWING NO. TC2 PROJECT NO. TED4004099 FED AID NO. HSIP: OS 5� DATE: 11 /02/2020 SHEET NO. 20 OF 23 a CD d z 0 U Q o- :ll 0 0 MATCH LINE SEE BELOW RIGHT __7 — I of 100' . I I I I MAINTAIN ACCESS TO DRIVEWAY &N%L �NE 13TH ST M... maw 24* SMOBNOUIX *M . 12" R9-11 R �r Know what's below. Call before you dig. i U W20-4 /:�'\\48" 48" u W20-1 NE 12TH ST ~ NUMBER REVISION DESGRIPTION BY APP. DATE l—OZM „8b ab'3H . b—OZM NbOM ab'Ob g� "8� �L ab'3H`d � db'02i Nb'I 3N 8v L—OZM ..8ti WOlSfIo "8b ..8b �Ij.�b'bl HlIM 302131161 w. 8� S3N18 KIr a "=-=1 W z W Q 100' U) zIt 0 50 .- W ry 70' 50' ®® K3 105' l Z-6�1 93 Illlflffffff fllfi PROVIDE ADA ACCESSIBLE TEMPORARY PEDESTRIAN RAMP ,114 �u M Ft, i I I > a F_ «Z ` A WM301S z , 66' 00 00 «�Z _ =0El 0 1'T'1 O I ® 50' �] > - d 00 00 MAINTAIN w co - - ACCESS TO DRIVEWAY �. 75' 11 M SURVEYED. F wA�� DRAWN BY: TLD a ° DESIGN BY: KML CHECK BY: CS 3 GISTE��� 1 PROJ MGR: KML otvAL f JI�� FILE: It to BIKES 48 MERGE WITH i 100' DWAY S Mq CUSTOM . 50' 48" W20— 7 w MATCH LINE SEE ABOVE LEFT TRAFFIC CONTROL PLAN - WEST CURB EXTENSION TOOLE CITY OF R.ENTON E S I G7 N BID Public Works Department 720 3RD AVENUE, SUITE 2020 Transportation Derision SEATTLE, WA 98104 DOCUMENT APPROVED FOR CONSTRUCTION PHONE: (206) 297-1601 www.tooledesign.com BY:e4iq4—ct DATE: i�,��/` -ap Ael� 100ft --•--��19 TRAFFIC CONTROL LEGENG: ---- RIGHT—OF—WAY f� FLAGGING STATION q TEMPORARY SIGN LOCATION � CHANNELIZING DEVICES IOYIII TEMPORARY PEDESTRIAN CROSSWALK WORK AREA TRAFFIC CONTROL NOTES: I. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS. SEE WSDOT STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. 2. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS, 3. NOTIFY KING COUNTY DEPARTMENT OF TRANSPORTATION METRO TRANSIT DIVISION CONSTRUCTION INFORMATION CENTER AT (206) 477-1140 TWO WEEKS PRIOR TO START OF WORK. RENTGN ELEMENTARY AND MIDDLE SCHOOL CROSSINGS MCKNIGHT MIDDLE SCHOOL CROSSING TRAFFIC CONTROL PLAN SHEET 3 OF 5 DRAWING NO. TC3 PROJECT NO. TED4004099 FED AID NO. HSIP-000S[53 DATE: 1110212020 SHEET NO. 21 OF 23 N G N N 7D 0 a 0 I 4 ;'s 0 I cn H CD I iw 00 NE 1 %W MATCH LINE SEE BELOW RIGHT `! } ; - 4 r4 3TH §T' Know what's below. Call before you dig. L Z O w 24" SCEAN"X uaam 12„ CA�4 FE17E R9-11L 1� wolsno ab'3H 71210M ..8b � db'02i �IHl M 1 3 30213W .. �... NE 16TH ST F OVIDE TEMPORARY DESTRIAN CROSSWALKOVIDE ADA CESSIBLE TEMPORARY DESTRIAN RAMP MAINTAIN — ACCESS TO - - DRIVEWAY it 50' �J I. L-6�1 N 50' 4 �« Z YWdM30ls � Q � o� N o — U) _ «_17z F 7' �� 180' Li 0110 �� 24" V DEwJ6LK 12" r i o, Losm ;9-9 i I%%* �w woo Z� a MAINTAIN � ACCESS TO �. �DRIVEWAY Q I MCKNIGI Scl �C �I DI a BIKES 48 MERGE w I $I i I TH TRAIFFIC i i MAINTAIN i � ACCESS TO DRIVEWAY � NE 14TH ST \/48CUTOM /' \\ , - „ i w2i-s 48" as.. ROAD WORK goo• t HEA A 48� W20-1 MATCH LINE SEE ABOVE LEFT TRAFFIC CONTROL PLAN - EAST CURB EXTENSION I/NORTH � � soveuni 14* CURB EXTENSIONS TO BE BUILT IN NA PHASES TO LIMIT SIDEWALK CLOSURES TO ONE SIDE OF THE STREET PER PHASE TRAFFIC CONTROL LEGEND: — — RIGHT—OF—WAY FLAGGING STATION a TEMPORARY SIGN LOCATION o CHANNELIZING DEVICES Illfffllllll TEMPORARY PEDESTRIAN CROSSWALK ® WORK AREA TRAFFIC CONTROL NOTES: 1. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS. SEE WSDOT STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. 2. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. 3. NOTIFY KING COUNTY DEPARTMENT OF TRANSPORTATION METRO TRANSIT DIVISION CONSTRUCTION INFORMATION CENTER AT (206) 477-1140 TWO WEEKS PRIOR TO START OF WORK. T x M WA I & �'� o sec Eo f�rsY���� 1 NAL 6,2o SURVEYED: DRAWN BY: TLD DESIGN BY: KML CHECK BY: KM PROJ MGR: KML FILE: TOOLE0 D E S I G N B I D 720 3RD AVENUE, SUITE 2020 SEATTLE, WA 98104 DOCUMENT PHONE: (206) 297-1601 www.tooledesign.com CITY OF RENTON Public Works Department Transportation De�isian APPROVED FOR CON TRUCTION BY: DATE: 0171e( RENTON ELEMENTARY AND MIDDLE SCHOOL CROSSINGS MCKNIGHT MIDDLE SCHOOL CROSSING TRAFFIC CONTROL PLAN SHEET 4 OF 5 DRAWING NO. TC4 PROJECT NO. TED4004099 FED AID NO. HSIP-000S 533 _� J DATE: 1110212020 SHEET NO. 22 OF 23 NUMBER REVISION ❑ESCRIPTION BY APP. DATE CD p N N C> z 0 U i. 0 1 Q r- � NUMBER Know what's below. can before you dig. REVISION DESCRIPTION Ti h -MAINTAIN 1 ACCESS TO DRIVEWAY INSTALL TEMPORARY CONSTRUCTION F I FENCING BETWEEN i WORK ZONE AND SIDEWALK 48" SHOULDER --�I WORK 4g" +r• 48" W21-5 ROAD WORK HEAD I 48" W20-1 --S E—Ta& S T— Quo AW � # SURVEYED: TOOLE 0WA& 41DRAWN BY: TLD 61 DESIGN BY: KML D E S I G N CHECK BY: CS 720 3RD AVENUE, SUITE 2020 SEATTLE, WA 98104 0'` crsTEPROJ MGR: KML PHONE: (206) 297-1601 BY APP. DATE 10NAL �'�'o FILE: W1NW.tooledesfgn.CAm AI 3 46'± 200' m kOLEWOOD HEIGHTS ELEMENTARY SCHOOL f MAINTAIN errrcc TO DRIVEWAY '. 50, F.�$_, 40'., 100, dome !1 i 1 DOCUMENT CITY OF RENTON Public Works Department Transportation Devision APPROVED FOR CONSTRUCTION BY:14"1448� DATE: L i E � � TRAFFIC CONTROL LEGEND: ---- RIGHT—OF—WAY f� FLAGGING STATION q TEMPORARY SIGN LOCATION 93 CHANNELIZING DEVICES 111111111111 TEMPORARY PEDESTRIAN CROSSWALK MM WORK AREA TRAFFIC CONTROL NOTES- 1. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS. SEE WSDOT STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. 2. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. 3. NOTIFY KING COUNTY DEPARTMENT OF TRANSPORTATION METRO TRANSIT DIVISION CONSTRUCTION INFORMATION CENTER AT (206) 477-1140 TWO WEEKS PRIOR TO START OF WORK. RENTON ELEMENTARY AND MIDDLE SCHOOL CROSSINGS MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL CROSSING TRAFFIC CONTROL PLAN SHEET 5 OF 5 DRAWING NO. TC5 PROJECT NO. TED4004099 FED AID NO. HSIPSIP-OOOSP552 DATE: 11/02/2020 SHEET NO. 23 OF 23