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N O N n N a0 C) O O O N N on OS v a ri►:.-1 TF MIC — 1 /4" BRASS W/PUNCH IN CONC N: 182511.558 E: 1302009.823 EL: 31.64 43+93 VERTICAL DATUM — NAVD 88 VERTICAL BENCHMARKS: SOURCE: WSDOT DESIGNATION: GP17405-66 ID# 899 DESCRIPTION: THIS MARK IS A WSDOT BRASS DISC SET INTO THE SIDEWALK AND LEVEL WITH THE CONCRETE SURFACE. LOCATION: IT IS LOCATED IN NORTHEAST CORNER, 1.4 METERS SOUTHWEST OF THE NORTHEAST END OF THE CONCRETE BARRIER, 60 CM WEST OF THE PAVEMENT SEAT AND 1.3 METERS NORTH OF THE SOUTH EDGE OF CONCRETE SIDEWALK. ELEVATION: 1 12.38' NORTHING: 178057.675 EASTING: 1302312.133 SOURCE: WSDOT DESIGNATION: BM 17405-91 ID# 5120 DESCRIPTION: THIS MARK IS A WSDOT BRASS DISC SET INTO THE SIDEWALK AND LEVEL WITH THE CONCRETE SURFACE. LOCATION: IT IS LOCATED NEAR THE SOUTHEAST CORNER OF THE BRIDGE FOR THE NORTHBOUND ON —RAMP FROM SUNSET BOULEVARD, 1.6 METERS © 185 DEGREES FROM A WITNESS POST, 90 CM ©240 DEGREES FROM A CONCRETE BARRIER, 25.7 METERS © 320 DEGREES FROM A LUMINARE POLE, 5.3 METERS © 60 DEGREES FROM THE APPROXIMATE CENTERLINE OF THE RAMP AND 70 CM ©185 DEGREES FROM AN EXPANSION JOINT. ELEVATION: 134.81' NORTHING: 186213.939 EASTING: 1303562.140 � Know what's below. � Call before you dig. Dial 811 MIC — 1/2" BRASS PLUG W/PUNCH IN CONC N: 181844.658 E: 1302445.046 EL: 38.09 I I II I I II I I I II I I I I I I I I I I I I I I I I ❑� I I C —� I I I I I I I I I I I o — Z I I I I I I I I I I I I I F-F I❑ ,,� 10 ti 0 / ❑ I ' c„ / e e o o e ` ® �_-.('9 pro. ❑ --- � \ — — — — — 1 P p O ® ' '"c (04 W (off (� (off. — (0),oj (off z° , (o ` o — — ) J or j L.°! Z8 — o (off 38+09— I -------- 0 ® I C. I I � \ ..� o Ii 1 :ems, Q❑ 8°„ i >°. �011 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0 MIC — 2" BRASS DISC W/PUNCH IN CONC N: 181856.334 E: 1301712.205 EL: 33.77 HORIZONTAL DATUM WASHINGTON STATE PLANE COORDINATE SYSTEM NORTH ZONE NAD 83/2011 BASIS OF BEARINGS 1. RECORD OF SURVEY BY LANKTREE LAND SURVEYING RECORDING NUMBER 20150629900001. DRAWINGS HAVE BEEN REVISED PER CONTRACTOR'S CONSTRUCTION RECORDS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY LPD ENGINEERING, AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS REFLECT ASBUILT CONDITIONS BASED ON CONTRACTOR DOCUMENTED FIELD NOTES AND REDLINES. 1932 First Ave goy Suite 201 C Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 BOA R�c� TERM° engineering pllc www.Ipdengineering.com ass' AL �n41\ MIC — 3" BRASS DISC W/PUNCH IN CONC (DHA GPS) N: 180206.724 E: 1302426.944 EL: 35.37 MIC — REBAR NO CAP IN CONC N: 181195.791 E: 1301701.352 EL: 34.51 MIC — 2" BRASS PIN W/PUNCH IN CONC N: 180521.167 E: 1302420.866 EL: 37.76 MIC — 2" BRASS PIN W/PUNCH IN CONC N: 180535.746 E: 1301690.476 EL: 35.75 MIC — 2" BRASS PIN W/PUNCH IN CONC N: 180523.794 E: 1302420.946 EL: 37.78 R-423502 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N QO 0 N N I Ln LO T N O O C0 Im C0 Q .J 2 CSI — 2 LCS / 13/2 SURVEYED: SCALE: DATE: VERTICAL:AD 11981 SARTORI ELEMENTARY SCHOOL 4 16 2024 H 3 CSI-3 LCS 24 2 HORIZONTAL: NAD isas/issi CITY O F DESIGNED: �-- FIELDBOOK: 4 CSI-4 LCS /15/2 315 GARDEN AVE N J 5 CSI-5 LCS /29/2 DRAW". ONE INCH RENTON RENTON, WA 98057 PAGEI DRAWING N0: 6 CSI-6 LCS /11/2 CHECKED: DATUM AT FULL SCALE Planning/Building/Public Works Dept. FRONTAGE CONTROL PLAN C O . I m IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: 2 OF, 29 Q LO N 07—�in"Z ��S)3 i �(�)�I 0 W L6'92=11 Wld 6 WZ 93 W 4Ipudsb I ----- I — _ SAWCUT LINE PER CITY OF- 1 RENTON STANDARD PLAN 103 1 AND REMOVE EX ASPHALT (TYP) M M M M M — MA d0 = dO \ ON66 Ut1n- (aAIJODUI) AM SAVE AND PROTECT EX TREE TO REMAIN d4 RESET EX TREE _ GRATE OIl 1 nREM( REMOVE EX PP BY PSE i -- _ t I I L cl Soria 6uisso3 UDI a�adC6 �I SDJO �Cl 6'Z2U lin,,z �(M2�j i i ac=�� I ADJUST EX TRAFFIC HH--� 8 � S n d SEE TRAFFIC \ pad/m alod IIUUbiS \ bUISSOJ3 66 \\ Up1a4Sapad`ubiS DRAWINGS HAVE BEEN REVISED PER CONTRACTOR'S CONSTRUCTION RECORDS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY LPD ENGINEERING, AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS REFLECT ASBUILT CONDITIONS BASED ON CONTRACTOR DOCUMENTED FIELD NOTES AND REDLINES. ziKnow what's below. Call before you dig. Dial 811 1932 First Ave Suite 201 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering pllc www•Ipdengineering.com AM �' N N 1 ll— I' Q 1 — 1 1 1 I� 1-1— pS OS OS OS OS — SS S NSS S SS S aSS as SS as QS f1Loops — — _ __ 0�80 UO3 J T_ N N SAVE AND INLET PROTECTION _ — — _ STREET LI( SAVE AND PROTECT (TYP) JUNCTION EX SIGNAL POLE TO N I\ U u u REMAIN 0 N N SAVE AND PROTECT EX SAWCUT LINE P =0 TREE TO REMAIN RENTON STAND RESET EX TREE GRATE AND REMOVE E; 1 (TYP) 1— I � I T1�1 1 1 �1 1�1—i_ � I Y wAAWP sHr��� � '� �ccr TERM' ti � SI LEGEND C`AN/r Anon n I \W / spJ0 �ai � ou0 I 92�09VdAOtl 9tt6090b d0� aauad �ui� VP I T T wwoo �U a W 3 SAVE AND PROTECT EX �' a° REMOVE EX CURB W \ TREE TO REMAIN ( TYP) 12 �— ,RESET EX TREE GRATE a CD 1 \ I W I� W rn — — PROPERTY LINE --230— _ EX CONTOUR (INDEX) EX CONTOUR EX BUILDING l PROPOSED BUILDING OUTLINE BUILDING/STRUCTURE REMOVAL SAWCUT LINE ASPHALT REMOVAL L CONCRETE REMOVAL CONSTRUCTION g o o� u� ENTRANCESTABILIZED CONSTRUCTION FENCING SILT FENCE 0 EX TREE TO REMAIN EX TREE TO BE REMOVED TREE PROTECTION EX CURB TO BE REMOVED sD EX UTILITY TO BE REMOVED INLET PROTECTION �/ fn a rark A � I M M M M M—M M—AA —M M—M M—M—M M—M--, I Q I I� z 10 0 5 10 20 Scale 171=10, R-423503 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 00 CV) O N N � I 6.1 J (0 Q .J 2 CSI - 2 LCS / 13/2 SURVEYED: SCALE: VERTICAL: NAVDATE: 3 CSI-3 LCS 24 2D CITY OF SARTORI ELEMENTARY SCHOOL 4 16 2024 H as/, DESIGNED: HORIZONTAL: NAD ,s83/1ss, 4 CSI-4 LCS 15 2 315 GARDEN AVE N FIELDBOOK: 5 CSI-5 LCS /29/2 DRAW". ONE INCH ' RENTON RENTON, WA 98057 PAGE: 6 CSI-6 LCS /11/2 CHECKED: DATUM DRAWING NO: AT FULL SCALE Planning/Building/Public Works Dept. DEMOLITION AND EROSION CONTROL PLAN col: . O m IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OF. 29 Q a N LO !P( qq j I 0 a!polu�j SAVE AND PROTECT 3 Q 1 EX WATERMETER\ a!poLy�j N\\ 4UgW@So\M a�aja � asnoH �ao�s Z as snjo , REMOVE EX CONIC . SAVE AND PROTECT TO NEAREST JOINT EX WATER METER I (TYP) ISAVE AND PROTECT 3 IEX TREE TO REMAIN \ 3 JAM a 0 aaUa aaUad WU Uip\ `t _ _/l�� �11N pooM d �(N\1 �Z9�=�d WIC 83 SAVE AND PROTECT I\ I EX PP TO REMAIN �TII -�L�99� m �jpmapls OUO3 SAVE AND PROTECT EX/3 TREE TO REMAIN I SAVE AND PROTECT EX 1 RESET EX TREE GRATE I SAWCUT LINE PER CITY OF % STREET LIGHT AND RENTON STANDARD PLAN 110 JUNCTION BOXES AND REMOVE EX ASPHALT W 1 AveNYo _ark W W I SAWCUT LINE PER CITY - — — — CA OF RENTON STANDARD Lz REMOVE EX CONIC REMOVE EXISTING F PLAN 103 TO NEAREST JOINT OHE BY PSE W AND REMOVE EX —1-1 I (NIP) Z ASPHALT I J I _m—m—m—m-(TyP) —Aj nl 3 2 I —M M — —M —M —M —M I —M 'N — — — v M —M M —M M 1-1-REMOVE EX M M �, r- POWER POLE Q BY PSE adD:DS l i � I 1 0 \ 0\ adp0s� --------_—_ ------ �J - ---------- --/ — — ----- - -- OS O os O li os 0 — \ I ssaJO SSDJO 1— — — — — — — — — — — — — — DRAWINGS HAVE BEEN REVISED PER CONTRACTOR'S CONSTRUCTION RECORDS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY LPD ENGINEERING, AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS REFLECT ASBUILT CONDITIONS BASED ON CONTRACTOR DOCUMENTED FIELD NOTES AND REDLINES. � Know what's below. � Call before you dig. Dial 811 1932 First Ave Suite 201 Seattle, WA 98101 p. 206.725.1211 f, 206.973.5344 engineering pllc www•Ipdengineering.com GU I Y of WAs/jI�� 21 5121 0; R�CI ��S as n-) o uo-) _ IIaM 49� Uo I I— I bUI Idp a 6\gaaH UaS Ua� I SAVE AND PROTECT � s D 8\ AAI PROTECT EX_ I r \ EX TREE TO REMAIN DURING CON ssp� I sda;S \GESET EX TREE 0 S SAVE AND PROTECT 0 I aua RATE EX WAT METERJ Q i /—\ 0SAVE AND PROTECT)7 6RUCTION��\�# EX WATER METER C� I sgCD /I ajdaW«6� aaa�a a4pV uaHl \(D 8N d9 8�--�� z SIDJO 0 sja�JpV\j @11 pa�sp\ o INLET PROTECTION (NIP) N 0 0 SJ@�JDW M0119)\ algnoa 0 lNM H H] d—d—did W1 V d d - AVE AND PROTECT— - EX PP TO REMAIN �L �99 9609�2# dd i ir REMOVE EX CURB (TYP) I \ I o a � o REMOVE EXISTING—` sja�JpW a41\m paqsDa I OHE BY PSE -TREE PROTECTION � oq y _\ TREE PROTECTION FENCING (TYP) C`J-MMM\MM—M—M—MMMMMM M—M—M—M—M—M— ,FENCING (TYP) _M Im— yM M- -----1-1-1 —1— X VI —1:::J _--7-- �� 11� 1/ —1-0 d� �� ad-----------aa� — — — — — — — — — — — — — — — — — — — --- — — — —cc� �z 081991 I / aaajQ, SAWCUT LINE PER CITY — OF RENTON STANDARD PLAN 103 AND REMOVE EX ASPHALT (TYP) SAWCUT LINE PER CITY OF RENTON STANDARD PLAN 110 AND REMOVE EX ASPHALT (TYP) SAWCUT LINE PER CITY OF RENTON STANDARD — PLAN 103 AND REMOVE EX ASPHALT %=(TT\YP) I /\1V1 /\/VI .y� s -)UU i`z_11 �� A I UMa oU0 — — — REMOVE EX _ PP BY PSE — — — — — — — — — — — — ---------------- —�0� \1dlNdll 9' ��—dd\`Z 0)dl ssoJO,Ziz=dd\\ �(-M�d� AMA Ali 96'92=11 Ali D/Gj 6ZZ � 83 02Z � 83 °�-_�_o' — — _77-- — — --- — — — — — — — — — — — 1 LEGEND — — PROPERTY LINE / __230, EX CONTOUR (INDEX) —23>— — — EX CONTOUR _ EX BUILDING l PROPOSED BUILDING OUTLINE BUILDING/STRUCTURE REMOVAL _ — SAWCUT LINE ASPHALT REMOVAL CONCRETE REMOVAL STABILIZED CONSTRUCTION ENTRANCE CONSTRUCTION FENCING SILT FENCE \ EX TREE TO REMAIN EX TREE TO BE REMOVED TREE PROTECTION EX CURB TO BE REMOVED sD EX UTILITY TO BE REMOVED INLET PROTECTION 1 � l 111,131 aa�o\ 1 AM \—REMOVE EX CONCH u TO NEAREST JOINT AM (TYP) �MM z 10 0 5 10 20 Scale 171=10, R-423504 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 00 0 N N H • H 2 CSI — 2 LCS / 13/2 SURVEYED: SCALE: DATE: VERTICAL: NAVD 1988 83/1 C T Y 0 SARTORI ELEMENTARY SCHOOL 4 16 2024 � 3 CSI-3 LCS 24 2 HORIZONTAL: NAo isaa/issl DESIGNED: ® 315 GARDEN AVE N FIELDBOOK: 4 CSI-4 LCS /15/2 PAGE: 5 CSI-5 LCS /29/2 DRAW". ONE INCH RENTON RENTON, WA 98057 • DRAWING N0: a ADDESIID1>IM 2 LCs /14/2 AT FULL SCALE Planning/Building/Public CHECKED: DATUM Works Dept. DEMOLITION AND EROSION CONTROL PLAN C 1.1 l IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: o OF: 29 Q w Q z w U_ 0 U I 6 Ila� H f`A\/r A\If\ PIPI/lTr r\/ rn — U� SAWCUT LINE PER CITY W OF RENTON STANDARD W I PLAN 103 X ANDP)REMOVE EX ASPHALT cl)�W I � V♦ o L I REMOVE EX CONC- - AIrAP1r 1/I k- W Z = TREE PROTECTION ' — — — -FENCING (TYP) C�4./3 M M m M —M M M M M paddp3--\ >d00s� n O C) i I11JUC��H SAVE AND PROTECT EX TREE TO REMAIN DRAWINGS HAVE BEEN REVISED PER CONTRACTOR'S CONSTRUCTION RECORDS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY LPD ENGINEERING, AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS REFLECT ASBUILT CONDITIONS BASED ON CONTRACTOR DOCUMENTED FIELD NOTES AND REDLINES. ziKnow what's below. Call before you dig. Dial 811 — � I 1932 First Ave Suite 201 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering pllc www•Ipdengineering.com I Y wAsHr��� � AWP '� �ccr TERM' ti � SI — — — + SAVE AND PROTECT EX FIRE HYDRANT TO REMAIN I �1 � ✓� \/ lil \ l y y I I l/� V I I a pa�/M a10d {�I�lubis H I N0 � rn — T m 0 LEGEND — — PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR EX BUILDING PROPOSED BUILDING OUTLINE BUILDING/STRUCTURE REMOVAL _ SAWCUT LINE ASPHALT REMOVAL CONCRETE REMOVAL STABILIZED CONSTRUCTION o9 o o9 1 ENTRANCE of of CONSTRUCTION FENCING SILT FENCE EX TREE TO REMAIN EX TREE TO BE REMOVED TREE PROTECTION EX CURB TO BE REMOVED se EX UTILITY TO BE REMOVED INLET PROTECTION MW N SD C M IUMb' (0 -- 0 �Ma 3UO3 0 N -1-1-11111— 1— � r �N`) V INLET PROTECTION (TYP) ('AI/r AAlr1 r)rinTrnT r\/ 41A z 10 0 5 10 20 Scale 1"=10, NOTES: 1. CONTRACTOR SHALL NOTIFY KING COUNTY METRO AT BUSSTOPPROJECTS@KINGCOUNTY.GOV, CONSTRUCTION.000RD@KINGCOUNTY.GOV, AND DAVID.KORTHALS@KINGCOUNTY.GOV AT LEAST 30 BUSINESS DAYS IN ADVANCE OF STARTING CONSTRUCTION TO COORDINATE BUS SHELTER REMOVAL. R-423505 IN COMPLIANCE WITH CITY OF RENTON STANDARDS LO N O O H • H Q .J 2 CSI — 2 LCS / 13/2 SURVEYED: SCALE: DATE: 3 CSI-3 LCS 24 2 VERTICAL: NAVD CITY OF SARTORI ELEMENTARY SCHOOL 4 16 2024 coas/, DESIGNED: HORIZONTAL: NAD ,s83/1ss, 4 CSI-4 LCS 15 2 315 GARDEN AVE N FIELDBOOK: 5 CSI-5 LCS /29/2 DRAW". ONE INCH RENTON RENTON, WA 98057 PAGEI 6 CSI-6 LCS /11/2 CHECKED: DATUM DRAWING AT FULL SCALE Planning/Building/Public Works Dept. DEMOLITION AND EROSION CONTROL PLAN CNO: l .2 m IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: n OF: 29 J a L0 N m a N N w a z Ld buiplin8 ID13J@WW03 AJ04S C-) STA 23+82.26, 22.5' L t Q)_. I I i e I 1 66+f� I u� _L t- vvCD END CONCRETE CURB Y I a U D� �� a� u b I S / \ 6asnop I�SIJMDJ36C 1 ��-1 END SIDEWALK U ISSOJ� Q \ / ADJUST EXISTING CATCH W/��, BASIN RIM TO 36.90 d U�IS h I �i� Q M� -- u044n8 gsnd o PEDESTRIAN PUSH BUTTON AND U v a u I J W APPURTENANCES PER WSDOT77 C4.3 STD PLAN J-20.1 1-03 O N. 10, VU1 O a t I -7 p d�M _ I ��SEE TRAFFIC PLANS �E.• 01, 51�' � uo n n W18 sd94S SSDJO Dd g ° �� -�l W r l� I �H�B �� 8 �I N 66U� Ua W4J V co CURB RAMP TYPE PARALLEL A I g,Z�=�1W66Z �(S)�I OUO3 o (y g -�I c .0, PER WSDOT STANDARD PLAN a 0 d I D S HH] 4 8 66 auua u�I � � F-40.12-03 � / 6'g�-SEE DETAIL FOR GRADING I 98K=11 WIC o o bulsso�o S �� sda �y SD#01 CB TYPE 1 D d s • \ Ni1�0 4�3. �� 83 RIM 36.93 \ n UpI I�Saa-� \ aaua� �ui� 1 D S IE 32.12 (12 E) IN 01,954. d d - gJno OuoD ubis / I jinjA O L \ UIDgo b . IE 32.12 (12" W) OUT _ M N _ STA 23+57.41 22.2' L p a " a M 1 N\ d d- a I I - H H �j DMa p S O UO3 BEGIN CONCRETE CURB I " LOCATE AND CONNECT', I - - I 1 H HHl� W HH d d-d-d- BEING SIDEWALK a I g W 8. o ° " I TO END OF EX (2) H H 1 11 ��Ill\ O� CV d d-d-d- d d d d� ono $n= " - °°°° 6 CONDUIT 1 1 1 1 1 1 1 1 1 1- " " CIS ;7�� t �s + as - - - as N as as a as - as �� (IS _ N - L� - " ss NSS2" GRIND AND OVERLAY s �`- - - - - - - - - - 0�o OUO3 STA 23+72.82, 22.1' L 2" GRIND AND OVERLAY I PER CITY OF RENTON -_ - _ - dAi " r STA 23+49.73, 22.1' R CURB RAMP • " " o PER CITY OF RENTON STANDARD PLAN 110.2 �I I ADJUST LID - _ ( ) I n D� END CONCRETE CURB (STANDARD PLAN 110.2 ADJUST RIMS AND TO FINAL � � Sd00� OI��DJl " UUUJO3 � 0 STA 23+75.12, 22.1' R LIDS TO FINAL GRADE I GRADE CURB RAMP I " " I STA 24+45.27, 22.0' R " T ~ 22.2 >R END CONCRETE CURB STA 23+66.12 I ° PROTECT EX TREE, - 1 0 " N I I I =STA 24+46.52, 23.6' RFA 7K A N RESET EX TREE BEGIN CONCRETE 3 1-f�I:N�O1A,_4��ZQ _ I �� V 23+10 GUTTER E. 1,302,005. 6 1-'� " " �- 2� 1_ _1_ -1 I-�- STA 24+48.98, 24.1' R 25+00 " W GRATE (1) 2" CITY OF RENTON -1 1 1-1 1 1 STA 24+53.12, 22.5' R_ 1) 2" CITY OF RENTON COMM PEDESTAL W STA 23+10.001 0.0' 3 "I " (1) 4" RSD ° 1-1 1 ( STA 25+33.37, 30.5' R\, _ N: 180428.89 STA 23+38.28, 23.2 R dA j) (1) 4" COMCAST CURB RAMP 1 4 RSD E: 130428.8 1 I II 1 4 LUMEN ❑ I �� oo _1 BY LUMEN 1-1 END SIDEWALK Cn " " o (1) 2" CITY S 01 O I4 DJ1 3 0 () i 1 4 COMCAST oA 1 1----1---1 SEE EAST SIDE PROFILE CURB RAMP TYPE �V (1) 4 LUMEN ❑ (1) 4 LUMEN �TW ❑ OF RENTON " " PERPENDICULAR A c4.3 , W SHEET C3.0 FRAMP & WING PER STA 24+65.36, 30.9 R ^� STA 23+33.74, 25.1' R , M�M MM M M M M M M M M M WSDOT STANDARD 6 LOCATE AND CONNECT o PLAN F-40.15-04 c- STA 24+73.24, 22.5 RSTA STA 23+26.73, 22.1' R " M TO EX_ 6 CONDUIT SEE DETAIL FOR - -M END SIDEWALK -m-m- 4 1 BEGIN 5 SIDEWALK R M M" M-MM-MM w BEGIN CONCRETE CURB ° STA 24+67.30, 31.3 R CONN (1) 2" � GRADING _ �' Z -BEING SIDEWALK ��, • EX EMPTY COMM CONDUITS " " , CITY OF RENTON � � � • � � ' U 0 " (1) 4" LUMEN � J STA 23+28.57, 24.9' R - - - - - - / TO TRAFFIC HH - - - (5) 4 ❑ _ CITY OF RENTON - - - - - - ° - - (1) - - - U r ° TYPE2HHW OUSE (1)2 as �' 2 1-� USE ( ) A» 1 � NON-SKID LID _ d d -q -� d d d TO 't d v E 1 4 LABELED "ITS" COMCAST TO U RSD 1 / I ° S � 0 U ) 4» N T d 1 ° --el 1 v � E -OHP OHP OHP OHP OHP P " � � -° - - LUMEN J E (1 A S ° CEMENT CONCRETE • v ° 66 i • ADJUST LID TO � • ° a ° M CITY n SIDEW ALK PER I " d r U.J �uI�JDd -� o �� OF RENTON U D J FINAL GRADE , S O U 0 6( ° � STA 23+27.07, 29.9 R 6� � �,� � � STANDARD PLAN 102 � STA 24+24.69, 30.3 R _ � P ° 7 25TA RSD VAULT I I " " BEGIN CONCRETE CURB I WITH RACKING „(� (-A -''CURB RAMP TYPE PARALLEL A °0 - 8 BEING SIDEWALK C-40.12-03 ER WSDOT STANDARD PLANO J - 1 66 ) °" N 1 2" CONN TO EX 2" OR a d D O S � SEE DETAIL FOR GRADING "� "Ilk I CON O M/T� ; I n DA 4 CONDUITS UDIJ) -) 9r, UIUI\_ LL' �_ 1 CITY OF RENTON a U I d 66 Z \ COMCAST VAULT STA 23+35.15, 30.0' R 8 EX FIRE HYDRANT PER CITY OF Z 8 TO EX HH "� I -O a STA 25+28.20, 39.3' R 1 \ BY COMCAST ; c RESET IN EX LO "I I I � RENTON STANDARD PLAN 310.1 I I � � / -, COMCAST VAULT ❑ (1) 6" PSE I "� 0��� CEMENT CONCRETE SIDEWALK BY COMCAST \ FIG 3OF �) u 0 ; n 8 q S n d " -a 6� LOCATE AND TIE INTO I \ GUY ADJUSTMENTS I BOT OF FLANGE 37.69 � - OF - BY PSE I C- E AND CONNECT TO "� STANDARD PLAN RENTON 1T02 I II I EX SCHOOL SERVICE \ ;SHEAR PAD PER CITY OF pad/ M a U I D U � �, \ LOCATE STANDARD $ I EX 6" CONDUIT PRIOR TO MATCH EXISTING FINISH AND \ U I S S O ADJUST EX I I` I \ CONNECT TO EX \� RENTON STANDARD PLAN 310.1 TRAFFIC HH / ENTERING DVA��UL S b � ELECTRIC VAULT SCORING EX EMPTY ELEC CONDUI \ J S a a u SEE TRAFFIC 1 (2) 6" PEDESTRIAN PUSH BUTTON AND n I II „ \ 4 � I (1) 2„ � C�I APPURTENANCES PER WSDOT _ = as -as \ STA 23+93.48, 33.6' R "� I I W 1 0 ---- I I III » I \ I STD PLAN J-20.1 1-03 END CONCRETE CURB I I PSE TO USE (1) 6 / I SEE TRAFFIC PLANS END SIDEWALK "� I Ir-rF 6 3A d 66 Z 1,(M S) I I STA 24+55.21, 35.1' R EX EMPTY COMM CONDUITS I / ADJUST LANDSCAPE GRADES ON SITE TO I " 3030-LA PSE VAULT O UO3 (5) 4" MATCH PROPOSED SIDEWALK ELEVATIONS TRANSVERSE PATCH "� 6 � 3A d 66 Z 1,(1 N) III PROVIDED BY PSE 1 / PER CITY OF RENTON GU _ ° UUn� (1) 2 / LANDSCAPE GRADES SHALL HAVE A o INTERCEPT 6" PSE I �° / I MAXIMUM SLOPE OF 20% STANDARD PLvN� 0 \� � �� L � -� � All GOING TO VAULT I � N � � � -� � W18 I D O I J p U I I� � CITY OF RENTON TO USE (1) 2 RESTORE LANDSCAPE TO EXISTING e I II �d)d Z65 8 0 2, wn� ° 6°92_O/\d66�(d)dl RSD TO USE (1) 4 I CONDITION I Zg L� I /� � = LUOMENSTOTOUSESE1 (1) 4" RC°71 n7n� �. I DOIJPU11 3 Z 9� 3Ad,,t(N)]I ( ) DRAWINGS HAVE BEEN REVISED PER CONTRACTOR'S CONSTRUCTION RECORDS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY LPD ENGINEERING, AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS REFLECT ASBUILT CONDITIONS BASED ON CONTRACTOR DOCUMENTED FIELD NOTES AND REDLINES. � Know what's below. � Call before you dig. Dial 811 1932 First Ave Suite 201 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering pIIc www.lpdengineering.com LEGEND - - PROPERTY LINE --230-- _ EX CONTOUR (INDEX) EX CONTOUR CONCRETE PAVEMENT 230_ _ PROPOSED CONTOUR (INDEX) TACTILE WARNING STRIP 231 PROPOSED CONTOUR ASPHALT (AC) PAVEMENT XXX.X SPOT ELEVATION GRIND AND OVERLAY FF 78.0 FINISHED FLOOR ELEVATION SITE WALL EX BUILDING CURB AND GUTTER PROPOSED BUILDING = 1 LANDSCAPED AREA WAS/]/ oe 2 CSI - 2 LCS / 13/2 SURVEYED: SCALE: 3 CSI-3 LCS 24 2 HORIZONTAL:VERTL N D 1983/1991 DESIGNED: . 4 CSI-4 LCS8/15/21-1 5 CSI-5 LCS /29/2 DRAWN: 21 5121 ONE INCH DATUM 6 CSI - 6 LCS 9/1 1 /2 CHECKED: AT FULL SCALE I ass AL IF NOT ONE INCH APPROVED: bI2`� NO. REVISION BY DATE AP P R SCALE ACCORDINGLY z 10 0 5 10 20 Scale 1'=10' + CITY OF RENTON Planning/Building/Public Works Dept. T-423501 R-423506 W-423502 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SARTORI ELEMENTARY SCHOOL 315 GARDEN AVE N RENTON, WA 98057 GRADING, UTILITIES + PAVING PLAN ONO 0 N A L0 0 0 0 H H 0 Q J DATE: 4 16 2024 CO FIELDBOOK: PAGE: DRAWING NO: C2.0 �mi SHEET: 10 OF, Cn Q w Q z w luau. ;apdb AJO;S I auid«9 asnOH AJ04S 1 COMCAST VAULT CONNECT TO BY COMCAST I (/ ,EX PP BY PSE I uaw;jE)db 4;9uua86 _ STA 25+83.45, 27.9, L ISTA 25+75.69, 22.7' L J (STA 25+86.08, 25.3' L 1 BEGIN SIDEWALK U O PROTECT EX TREE, I STA 25+46.78, 22.1 RESET EX TREE L \ IBEGIN CONCRETE CURB I 5 g 9 d A d GRATE > u o- \ 1 PROTECT EX TREE, I 6 5 O V d 0 (1) 3" PSE SEE RESET EX TREE SEE WEST SIDE I \ GRATE T 2i PROFILE SHEET Q _� — — — — — — — — — — — — f'LK I;IIT Ur KLINIUN N I. Zf STA 25+90.70, 22.2 L STANDARD PLAN 110.2 U 1 END CONCRETE CURB WI 26+00 W = CEMENT CONCRETE -2" GRIND AND OVERLAY STA 25+82.23. 22.7' L 2" GRIND AND OVERLA (n 1� CURB & GUTTER PER PER CITY OF RENTON COMCAST VAULT PER CITY OF RENTON CITY OF RENTON STANDARD PLAN 110.2 BY COMCAST STANDARD PLAN 110.2 UJI I 1-1-1=� -STANDARD PLAN 101 Lij ' _M M-M M M M M A /N M M M w IIA _z J I 1--------------- - - - - - - 1 1 U U J RSD TO USE (1) 4" I/ COMCAST TO USE (1) 4 ILUMEN TO USE (1) 4" 1 gZ�=�1� W16 DRAWINGS HAVE BEEN REVISED PER CONTRACTOR'S CONSTRUCTION RECORDS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY LPD ENGINEERING, AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS REFLECT ASBUILT CONDITIONS BASED ON CONTRACTOR DOCUMENTED FIELD NOTES AND REDLINES. ziKnow what's below. Call before you dig. Dial 811 1932 First Ave Suite 201 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 STA 26+46.51. 22.5' R engineering pllc www•Ipdengineering.com o (2) 3" PSE— SEE PROFILE A SHEET C5.2 3Ad"g(S)aI WAs&I�,`�T 21 5121 � UZ_ IJ v 1_Lu STA 26+36.71, 22.2' L STA 26+53.40, 25.3' L Z = d d ' Z � (1)11 BEGIN CONCRETE CURB I ADJUST LIDS TO / 1 cTe �Ia�R4 OR 9� l-i _a2SJ��M � .'7�=�id:�..� �l I� lIl STA 27+ 17.78, 22.8' L COMCAST VAULT o BY COMCAST SJ@�JDl/AI a114M PG�Spa STA 27+ 13.27. 24.6' L CEMENT CONCRETE k 26+58.60, 20.7' L - - _ _ - - 27+00 CURB & GUTTER PER CITY OF RENTON -_-_ STANDARD PLAN 101 TRANSVERSE PATCH S 12Y IJ�f M01a� 2gn0a PER CITY OF RENTON CEMENT CONCRETE CURB & STANDARD PLAN 110 GUTTER PER CITY OF RENTON STANDARD PLAN 101 FARK C In\yl lnlAl �:)1II IAA nil ICn(_I ILl SL LEGEND (1) 4" COMCAST --t'KUILUI LA IRLL TRLFLJ1lL —IN KIND IF DAMAGED Ii CIVILIV I l.rvlvvl� I � SIDEWALK PER CITY OF RENTON STANDARD PLAN 102 xaldna 4ao;S Z ' 0 M M M—TM M MM M M M M M M MMM--NI 'R 0 L-A LIVIF I I wlvnvl v 1� 11... (5) 4" ------0) 2" CITY OF RENTON TO USE (1) 2" qjn3 OUCRSD TO USE (1) 4" COMCAST TO USE (1) 4" LUMEN TO USE (1) 4" - - PROPERTY LINE --230--- _ EX CONTOUR (INDEX) EX CONTOUR CONCRETE PAVEMENT 230_ PROPOSED CONTOUR (INDEX) TACTILE WARNING STRIP 231_ _ PROPOSED CONTOUR ASPHALT (AC) PAVEMENT XXX.X 1-1 SPOT ELEVATION GRIND AND OVERLAY FF 78.0 FINISHED FLOOR ELEVATION SITE WALL A EX BUILDING CURB AND GUTTER PROPOSED BUILDING III III III LANDSCAPED AREA 2 CSI-2 LCS /13/2 SURVEYED: SCALE: VERTICAL: NAVE) 1988 3 CSI - 3 LCS 2 4 2 DESIGNED: HORIZONTAL: NAD 1983/1991 4 CSI-4 LCS /15/2 5 CSI-5 LCS /29/2 DRAWN: 6 CSI-6 LCS /1 1/2 ONE INCH DATUM CHECKED: AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY z pppp- 10 0 5 10 20 Scale 1"=10, UCITY OF RENTON Planning/Building/Public Works Dept. till 9608 =d' (j EMPTY ELEC CONDUITS 9 61 2 6" (2) 411 1 PS T - 'PSE TO USE (1) 6" adD3SI 1 i i T-423502 R-423507 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SARTORI ELEMENTARY SCHOOL 315 GARDEN AVE N RENTON, WA 98057 GRADING, UTILITIES + PAVING PLAN N 00 C) 0 0 N r on 0 T N O O I C0 C0 Q .J DATE: 4 16 2024 co FIELDBOOK: PAGE: DRAWING NO: C2.1 �°�^° SHEET: 11 OF, vJ Q 1AU\166 V V \J/J I I =djdO,,Z I(N)II )6 2_�] WIC PROTECT EX TREE, RESET EX TREE I GRATE b U I I I l IP 4lJ9W9S°8 M CONNECT TO EX PP BY PSE ��- (1I) 3" PSE I 00 SEE WEST SIDE CL PROFILE SHEET - - -T-1 T I 10IA Lat I-K/ I, LL.V L N COMCAST VAULT (� BY COMCAST STA 28+80.98, W i r I 0(2 (j) I ° SE W ISTA 28+13.21, 22.4 L ° dS SF BEGIN CONCRETE CURB LI v Ljj BEING SIDEWALK CEMENT CONCRETE - CURB PER CITY OF WI -"—M M-IMM SM M _RENTON STANDARD Z PLAN 101 .. J I BEGIN CONCRETE CURB BEING SIDEWALK Q1 1 STA 28+50.71, 31.6' R 'FIELD VERIFY �\ 1 CITY OF RENTON — 1 1 CONDUITS AN / a d° O -TYPE 2 HH W/ 1/ 1-1-ENGINEER IF NON-SKID LID FOR REUSE �- -LABELED "ITS" - ---------- STA 28+41.16, 30.3 R „ BEGIN SIDEWALK 09 � i, \ env _ AM ro 2 ZCEMENT E 8 S WALK PERKETE CITY I I OF RENTON STANDARD PLAN 102 _ cLjn3 o u o 3 8� ---/03 I I w Q z w U_ ,. $ . ♦Ain /nVrr)l AV An n ic-r nnnnrc�o cLJl Alll TUC MAr V� nF WAI V 29+00 _�� 1/\IRENTON STANDARD PLAN \--CEMENT CONCRETE TRANSVERSE PATCH = 104.2 CURB & GUTTER PER PER CITY OF RENTON SEE DETAIL FOR GRADING CITY OF RENTON STANDARD PLAN 110VEA STANDARD PLAN 101 (1) 4" COMCAST /� A SEE PROFILE B— SHEET C5.2 2" GRIND AND OVERLAY (1) 6" PER CITY OF RENTON STANDARD PLAN 110.2 STA 29+88.05, 35.9' ~ "6" /-"" M M M M M M M M M M M LUMEN 25TA VAULT M STA 28+87.68, 21.9' R AM AM LBIYJMLLIU`IMENJ f1 Y!►�JL END CONCRETE CURBD a C C ° 3 END SIDEWALK S I a I C - �-------- 1— \ / / .`) =`\ 1— `v'' (1) 4N n1 LUME OU 1-1— — � - - -a-a J_ STA 29+72.24, 34.9' R tm3 - - - - - - �� a_I � 1 1-1�1— — CEMENT CONCRETE 1 1- _BEGIN SIDEWALK SIDEWALK PER CITY J— 1-1 OF RENTON STANDARD PLAN 102 0 U 0 CONN TO EX 2" o v OR 4" CONDUITS R4 STA 28+87.65. 38.6' R (1) 4" COMCAST 28+85.75, 41.1' R 5.33. 42.3' R —M M—M—M—CONNECT TO EX C�o ELECTRIC VAULT TRANSFORMER AND CONNECTION BY PSE THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY LPD ENGINEERING, AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS REFLECT ASBUILT CONDITIONS BASED ON CONTRACTOR DOCUMENTED FIELD NOTES AND REDLINES. LEGEND — — PROPERTY LINE EX CONTOUR (INDEX) —23>-- EX CONTOUR 230_ _ PROPOSED CONTOUR (INDEX) ziKnow what's below. Call before you dig. Dial 811 �IpMapl OUO3 \ g3u@g OUO3 231 PROPOSED CONTOUR XXX� SPOT ELEVATION FF 78.0 FINISHED FLOOR ELEVATION E Y,q� waS/l/ V 1932 First Ave tip. Suite 201 C Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering pllc www•Ipdengineering.com 9`6Z—]J W1d 0'6Z=�] W18 q`n�' 3Ad„g(MS)]I PROPOSED BUILDING 14 CONCRETE PAVEMENT TACTILE WARNING STRIP ASPHALT (AC) PAVEMENT 2 CSI-2 3 CSI-3 4 CSI-4 5 CSI-5 6 CSI-6 NO. I REVISION 1 nr+ATr cv DCC �n-1 'l1 1 1 rl I I OS\p aS-aS- CIS- aS-OS-aS-aS-as-END C)*RZ �] W18 ���AVA ref Mimi A I LCS /13/2 LCS 24 2 LCS /15/2 LCS /29/2 LCS /11/2 SITE WALL CURB AND GUTTER LANDSCAPED AREA DESIGNED: DRAWN: CHECKED: BY DATE APPR I APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M ►� CL D r� 0 --C) y = Q 0 CD CD Q -7 Q 00 Q 0 C CD � „ ' ��I H 0 N 0 N M N I N �I I H ' d d d d D/QA\ d d pa , Op S — F � �� `J aS (IS (IS OS � S aS as —as OS — OS — as — CIS ' ^ ~ I NOS—GS—aS—aS as, / aS T N Sldld—Z CV -N IMoj O (AN) U044n u,snd U O I ,�')J� M a 0 �UbisOA'STA 30+14.25, 37.6 R NI d ° I W (� CITY OF RENTON IN TYPE 2 HH W I W LABELED "ITS" II r�(1) 2" CITY o N W OF RENTON W CEMENT CONCRETE oNO W IN I Cn SIDEWALK PER CITY N n� �� 8 OF RENTON y` I W = STANDARD PLAN 102 Z (1) 2" CITY OF RENTON (1) 4" RSD �� I J (1) 4" COMCAST (1) 4" LUMEN SEE EAST SIDE PROFILE 0) SHEET C3.2 STA 30+42.38, 49.4' R STA 30+79.92, 43.2' R 0 PI DB CL PI DB CL OO •_ STA 30+47.91, 45.1 ' R I 71 BEGIN CONCRETE CURB S_ a3_V IV I N I _j r z 10 0 5 10 20 Scale 1"=10, UCITY OF RENTON Planning/Building/Public Works Dept. Uj I T-423503 R-423508 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SARTORI ELEMENTARY SCHOOL 315 GARDEN AVE N RENTON, WA 98057 GRADING, UTILITIES + PAVING PLAN DATE: 4 16 2024 co FIELDBOOK: PAGE: DRAWING NO: C2.2 �°°'� SHEET: OF: VJ 12 29 Q a N N E Y w Q z w 04 l l I y y CV U �A_ W I '� W = I� � I W W I I I Z J � � 1 Q - F LONGITUDINAL PATCH PER CITY OF RENTON STANDARD PLAN 110 AND 110.2 JRB RAMP STA 30+99.56, 53.0' R IPERv CITY OF RENTON STANDARD PLAN 110.2 I !n -45_a8—OS CURB RAMP TYPE PARALLEL A RAMP & BOTTOM LANDING �� Ann rll And ..�.. DRAWINGS HAVE BEEN REVISED PER CONTRACTOR'S CONSTRUCTION RECORDS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY LPD ENGINEERING, AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS REFLECT ASBUILT CONDITIONS BASED ON CONTRACTOR DOCUMENTED FIELD NOTES AND REDLINES. LEGEND — — PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR 230_ _ PROPOSED CONTOUR (INDEX) ziKnow what's below. Call before you dig. Dial 811 HDVVC_ ry ml Uv.� SHELTER nTPrT FX TRFF 8 COUNTY METRO STANDARD PLAN D103 KING COUNTY METRO TO INSTALL BUS SHELTER SEE NOTE 1 STA 31 +57.19, 41.8' R 231 PROPOSED CONTOUR XXX� SPOT ELEVATION FF 78.0 FINISHED FLOOR ELEVATION E Y,q� of waS/q/ V 1932 First Ave tip, oy Suite 201 C Seattle, WA 98101 p. 206.725.1211 f.206.973.5344 z, 5 21 0- ��cl V � � T engineering pllc www•Ipdengineering.com AL fin, U I vow STA 32+00.00. 0.0' S a a > (1) 2" CITY S j a > OF RENTON STA 31 +79.27, 36.7' R CITY OF RENTON TYPE 2 HH W/ NON—SKID LID LABELED "ITS" S 7 AA AA - STA 31 +85.10, 39.3' R —M M M — BUS STOP SIGN BY KCMETRO STA 31 +92.78, 34.4' IR _ CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STANDARD PLAN 102 aaa4Q«Z I --(1) 4" COMCAST (1) 4" LUMEN °° OUOS SEE EAST SIDE PROFILE _ —SHEET C3.3 „HdW OL Ub'S PROPOSED BUILDING �a I CONCRETE PAVEMENT TACTILE WARNING STRIP ASPHALT (AC) PAVEMENT 2 CSI-2 3 CSI-3 4 CSI-4 5 CSI-5 6 CSI-6 NO. I REVISION 9' e'Z2=3Ad"9(N)] ZO'92=dd Wld 292t INI GRIND AND OVERLAY SITE WALL CURB AND GUTTER J I I M LANDSCAPED AREA LCS /13/2 SURVEYED: SCALE: LCS 24 2 DESIGNED: HORIZONTAL: NAD 1983/1991 LCS /15/2 DRAWN: LCS /29/2 ONE INCH DATU M LCS / 1 1 /2 CHECKED: AT FULL SCALE IF NOT ONE INCH BY DATE AP P R I APPROVED: SCALE ACCORDINGLY z 10 0 5 10 20 Scale 1"=10, UCITY OF RENTON Planning/Building/Public Works Dept. NOTES: 1. CONTRACTOR SHALL NOTIFY KING COUNTY METRO AT BUSSTOPPROJECTS@KINGCOUNTY.GOV, CONSTRUCTION.000RD@KINGCOUNTY.GOV, AND DAVID.KORTHALS@KINGCOUNTY.GOV AT LEAST 30 BUSINESS DAYS IN ADVANCE OF STARTING CONSTRUCTION TO COORDINATE BUS SHELTER INSTALLATION. T-423504 R-423509 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SARTORI ELEMENTARY SCHOOL 315 GARDEN AVE N RENTON, WA 98057 GRADING, UTILITIES + PAVING PLAN N 00 0 N N . I of T N O O O 0 Q .J DATE: 4 16 2024 CO FIELDBOOK: PAGE: DRAWING NO: C2.3 �M SHEET: 13 OF:29 A Q TF 6uiplin8 Ipioi9wwo3 4ao;S "asnOH uSVADJ3,, I I 0'z =�iR,c� L(S)HI 9' L2=�ikc LO)HI 11W"�,(N)l1 �6*K=b WIC III) q(IS b �IpMapiS OUO3 d d d _ d — d _ d d — d — d — -_1-1-1-1—_ ------\ 23+10 i —M M M M M M M 6uZ� 83 RESTRIPE LANE LINES IN EX - LOCATION PER CITY OF RENTON STANDARD PLAN 109 6ulssoJ3 / C6 CV uDIJ4S@p9d`c ubiS /rpd ouo3 uo ;auigD3 wwo3 pod ouoo uo ;auigD3 oalH (H:�BN) uo;4n8 gsnd pad/M alod Ipu6.S� 4ID�dsb • I aldaW g WM 0 �ooAo a A« d d d I L�' ;IDudsb (d 1) sdoo� 31�jDJi 1 — 1 3 1 1 1 — 1 — I CD Q IT Ih -I -I I HH] II� a a $StpS-y—DS- T II� r�a�fiL N �T (Typ) I N J- lip, RESTRIPE CROSSWALK MARKINGS II IN EX LOCATION PER CITY OF ° RENTONI STANDARD PLAN 127 i 0:�?o OUO3 - 71- — — — `HHHa ,v D` p / cj dddr—v. d_ �d I dd�l—d ddd< o ITP 1 p o v I OHP OHP OHP OHP OHP > OHP P OHP .� I --- upJi8 6 I I y 9L� 9� 0N66 u i _ \,6tO9 Idd @AODu no U / (I .� I) AM a � I � � / �on, 6uissojo auid Z� uDia� a ad" u6iS DRAWINGS HAVE BEEN REVISED PER CONTRACTOR'S CONSTRUCTION RECORDS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY LPD ENGINEERING, AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS REFLECT ASBUILT CONDITIONS BASED ON CONTRACTOR DOCUMENTED FIELD NOTES AND REDLINES. � Know what's below. � Call before you dig. Dial 811 I uDia4sapadI1 IuL)IS NI g'O�=�H W18 6*Z�=�in,,Z �(M)1I I I� y �L 9�= 1H W18 Mom° I uo n snd (M�BN) �� 8 �I I pad/M 910d IDU51S Cbuissoao u61 411D ldsb uDia�sapadl< T � � I 1 0 gZ = lH Wl L'6 3Ac1 Z (MS)HI / 0tLIZ=1H WI I I IIHd)dZM9 � I / 1932 First Ave Suite 201 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering pllc www•Ipdengineering.com 6E 1 � I U-7 I I_L t v I I V Y /� \\ u61SCD '/ \ M -- u044n8 psnd o pad/M wn� �'6Z= 11 W18 sd94S I ssDJO s4uaua;aDdb g Z� 11W66Z �(S)HI OUO3 1 1 II�Z=upia�sa a-� o i 44auuaB4` (LZ2l1k H)HI :/ 7 99'92=�] WIC 6uisso�iS IC- �slodaa "aouaAQ � gan3 ouo3 ubiS / jin.lj«0 L UIDg3 `t —d_d H HA1� W HHJ HH 1, �� 03Q — J- 1 1 1 1 1 1 1 1 1 1 \ OS OS OS OS _ SSSSSS— \ J^:K OUOD (dAi) np 4I A sdool Oi;jDal WWo 80 I� 25+00 -' vv W 1 1-1 01-1-1— n r II 1 1 1 1 1 1 1-1-1-1—/ 1— V! 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HORIZONTAL: NAD 1983/1991 DESIGNED: 4 CSI-4 LCS /15/2 5 CSI-5 LCS /29/2 DRAWN: 5121 � ONE INCH DATUM 6 CSI — 6 LCS / 1 1 /2 CHECKED: AT FULL SCALE IF NOT ONE INCH APPROVED: NO. REVISION BY DATE AP P R SCALE ACCORDINGLY adDos� g� UIDaa gOUaal wnj IDoiipuilAo z pppp- 10 0 5 10 20 Scale 11111=10, CITY OF RENTON Planning/Building/Public Works Dept. T-423505 R-42351 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SARTORI ELEMENTARY SCHOOL 315 GARDEN AVE N RENTON, WA 98057 CHANNELIZATION PLAN 00 O N �n T 0 O C0 Ir— Im 13— Q J DATE: 4 16 2024 co FIELDBOOK: PAGE: DRAWING NO: C2.4 �°° SHEET: OF: 14 29 A a luau. ;aodb AJO;S dui Z I dl6 J asnoH Aa04S lu@w;jE)dV 4;auuaH 66 1 Q I oaf L pouIpo� 3� � I�lu�l � jaa s� tnlo OU 3 sda4S \ I I I 99Z09bdAGt6 3uo3 aipoLy�] I� �S ou03 I dO aipo jin.lA,6f9tt6090V Zf U� WI 26+00 W I U) 3 I"I"I 11_1\\���-�=�L T=---------- — — — — — — — 3 I1 1 1 1 1 1 i ' Al -M M -M M M M M M M M M M M M M M M M M M M M M M M M M M1- W- Z I -D kol — — -----— ---__------___— 1 i i i DRAWINGS HAVE BEEN REVISED PER CONTRACTOR'S CONSTRUCTION RECORDS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY LPD ENGINEERING, AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS REFLECT ASBUILT CONDITIONS BASED ON CONTRACTOR DOCUMENTED FIELD NOTES AND REDLINES. ziKnow what's below. Call before you dig. Dial 811 1932 First Ave Suite 201 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering pllc www•Ipdengineering.com JuaWaspP/M LOCATION PER CITY OF RENTON STANDARD PLAN 109 �Z�=dd�66Z �()I I(N)II C I�:)\I Ir)IAI :::)l II IAA rl�::)l ICr)(-1 3 I � 0 —MMMMMMM—MMMMMM MMMMMM—M M M M —AA M MM M M M M M M MMM--M LEGEND — — PROPERTY LINE --230--- _ EX CONTOUR (INDEX) 14 EX CONTOUR CONCRETE PAVEMENT 230_ PROPOSED CONTOUR (INDEX) TACTILE WARNING STRIP 231_ _ PROPOSED CONTOUR ASPHALT (AC) PAVEMENT XXX.X 1-1 SPOT ELEVATION GRIND AND OVERLAY FF 78.0 FINISHED FLOOR ELEVATION SITE WALL EX BUILDING CURB AND GUTTER �Y1L1 I I'1q PROPOSED BUILDING III III III LANDSCAPED AREA ,///////////// wAsyl+�� ��oF 2 CSI-2 LCS /13/2 SURVEYED: scALE: 3 CSI-3 LCS 24 2 HORIZONTAL: NAD 1983/1991 DESIGNED: ' 4 CSI-4 LCS /15/2 5 CSI-5 LCS /29/2 DRAWN: 21 5121 CI jj RIR ��' ONE INCH DATU M 6 CSI-6 LCS /1 1 /2 CHECKED: AT FULL C j \L �/\_ IF NOT ONE INCH APPROVED: NO. REVISION BY DATE AP P R SCALE ACCORDINGLY v (--� (--, � u .-) z pppp- 10 0 5 10 20 Scale 1"=10, UCITY OF RENTON Planning/Building/Public Works Dept. till 9608 IN N I" iW ICl) W I� IZ 1= SS Diu Z�=d' 961 1 i i T-423506 R-423511 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SARTORI ELEMENTARY SCHOOL 315 GARDEN AVE N RENTON, WA 98057 CHANNELIZATION PLAN 00 O N i. n Q J DATE: 4 16 2024 co FIELDBOOK: PAGE: DRAWING NO: C2.5 �m�^l SHEET: OF, 1 29 vJ a TF 9 g 11011111 04 l l U A4_ I WI� W �I W rWr^^ v, II Z J 2 U Q r-RESTRIPE CROSSWALK MARKINGS IN EX LOCATION PER CITY OF RENTON mmSTANDARD PLAN 127 DRAWINGS HAVE BEEN REVISED PER CONTRACTOR'S CONSTRUCTION RECORDS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY LPD ENGINEERING, AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS REFLECT ASBUILT CONDITIONS BASED ON CONTRACTOR DOCUMENTED FIELD NOTES AND REDLINES. LEGEND — — PROPERTY LINE EX CONTOUR (INDEX) —23>-- EX CONTOUR 230_ _ PROPOSED CONTOUR (INDEX) ziKnow what's below. Call before you dig. Dial 811 U U I V L V - O �'0 Sg U Saa> 0 o I 32+00 Sja> dA sdoo� 3i1 jik4 a 231 PROPOSED CONTOUR XXX� SPOT ELEVATION FF 78.0 FINISHED FLOOR ELEVATION E Y,q� 1932 First Ave Suite 201 C Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering pllc www•Ipdengineering.com STA 31 +75.53, 39.3' R —s �I a > M� KC METMETRO—TOREINSTALL——L—"M MGM MM M M— BUS STOP SIGN —SEE—NOTE --L 9411�M P9gSDG <,do;S sn8" PROPOSED BUILDING 14 CONCRETE PAVEMENT TACTILE WARNING STRIP M M M M M M M MMM — jI[Dq-cs ASPHALT (AC) PAVEMENT 2 CSI-2 3 CSI-3 4 CSI-4 5 CSI-5 6 CSI-6 NO. I REVISION aaa�Q«Z � „navy v'Ll, e-Z2=3Ad,,9(N)] ZO'92=�] WIC 292t INI .--------VA - B 1 off - III III III LCS LCS 24 2 LCS /15/2 LCS /29/2 LCS /11/2 SITE WALL CURB AND GUTTER LANDSCAPED AREA DESIGNED: DRAWN: CHECKED: BY DATE APPR I APPROVED: 9' SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M NOTES: 1. CONTRACTOR SHALL NOTIFY KING COUNTY METRO AT BUSSTOPPROJECTS@KINGCOUNTY.GOV, CONSTRUCTION.000RD@KINGCOUNTY.GOV, AND DAVID.KORTHALS@KINGCOUNTY.GOV AT LEAST 30 BUSINESS DAYS IN ADVANCE OF STARTING CONSTRUCTION TO COORDINATE BUS SIGN INSTALLATION. z pppp- 10 0 5 10 20 Scale 1"=10' UCITY OF RENTON Planning/Building/Public Works Dept. T-423508 R-423513 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SARTORI ELEMENTARY SCHOOL 315 GARDEN AVE N RENTON, WA 98057 CHANNELIZATION PLAN 00 0 N N I LJ T O O 0 l� C0 Q J DATE: 4 16 2024 co FIELDBOOK: PAGE: DRAWING NO: C2.7 gym,'� SHEET: OF: VJ 17 29 Q w a z w We 23+00 23+50 24+00 24+50 25+00 PARK AVENUE NORTH - WEST SIDE PROFILE H: 1" = 10' V: 1"=5' 45 SIDEWALK REPLACEMENT (57') N 3RD ST INTERSECTION SIDEWALK REPLACEMENT (28') SIDEWALK REPLACEMENT (15) I ..........:..........:..........:......... ..........;............. , +/— TO NEAREST JOINT TRENCH CUT (62) ::....... +/— TO NEAREST JOINT +/— TO NEAREST JOINT ........ ..... I 35 25 20 ............................... ....... ..;.......RAMP REPLACEMENT............ ................I... ............................. .... .. ..... ........ ........ ........ ....... .. ..... .............. ....... PROTECT EX TREE & ....... ............ .................... ...................... ... ........ ..... ........ ........ ........ ....... .. ..... (36) ........ ........ ........ .... ... ........ .... EX -GRADE -AT-.::... . . EX . GRAD.E....:..... EX .GRADE .. ::........::........::........::.EX GRADE :.... . RESET EX TREE GRATE: .. ... EX: 'GRADE AT AT CENTERLINE: AT FLOWLINE PROPOSED GRADE X G q RAMP REPLACEMENT COMCAST VAULT TOP OF CURB AT F WLINE I ..... ......... ...... .I�.. PROPOSED GRADE-\......;.... `.r �, ; ,:,�.....:.........:�E .. R. DE _„ ram.; ..:.� .; �4.. ...�Rrp�RTr i ini� �: 4................................................4................................................4............................................. COMCAST VAULT .................i.................................................Q............................ ...............:........................................... BY NAllLT ........... ... ............................... . .................... 25TA RSDVAULT.- :WITH: RACKING .Ln .N . . .:QD. . . . .(3� N. .00, . (3) . i0. .00 . . 10. .cOp . . J . J U.0 J. . J . . . U.� J. . . J a_.0 . . if— F- a_- -CAL. LL_ CD- -00 CD W W . . . iWIL. LLJ. W iLL.L. LLJ- -WLLI L.L. 23+00 DRAWINGS HAVE BEEN REVISED PER CONTRACTOR'S CONSTRUCTION RECORDS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY LPD ENGINEERING, AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS REFLECT ASBUILT CONDITIONS BASED ON CONTRACTOR DOCUMENTED FIELD NOTES AND REDLINES. ziKnow what's below. Call before you dig. Dial 811 23+50 1932 First Ave Suite 201 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering pllc WWW•Ipdengineering.com 24+00 24+50 PARK AVENUE NORTH - EAST SIDE PROFILE H: 1" = 10' V: 1" = 5' o� w V sg�'� � ��• - ' 21 512, r� I TER ��� 2 CSI-2 LCS 13 2 SURVEYED: SCALE: 3 CSI-3 LCS 24 2 DESIGNED: 4 CSI-4 LCS /15/2 5 CSI-5 LCS /29/2 DRAWN: ONE INCH 6 CSI-6 LCS /1 1 /2 CHECKED: AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY REVISION BY DATE APPR APPROVED: 25+00 z pppp- 10 0 5 10 20 Scale 1"=10, VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF RENTON DATUM Planning/Building/Public Works Dept. I I T-423509 AT VERTICAL DEFLEC11ONS PROVIDE LONG RADIUS SWEEPS IN ACCORDANCE WITH UTILITY PURVEYOR REQUIREMENTS. R-423514 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SARTORI ELEMENTARY SCHOOL 315 GARDEN AVE N RENTON, WA 98057 GRADING, UTILITIES + PAVING PROFILE DATE: � / 06/2024 FI PAGE: C3.0 SHEET: OF: 18 29 N QO C) O N o& H • H U Iff a SIDEWALK REPLACEMENT (143') +/— TO NEAREST JOINT CURB & GUTTER REPLACEMENT (44') CURB & GUTTER REPLACEMENT (50') TF a z w ii 11' ■i TF T 0 cwj U H W W W W C0 W z J 2 U 5Q b i� i p�0. Ln. ice. . 10. :N. �. .:0. G0. �. Ln GO. Ln. NI. per. CO. per. . . iN. :0. . i0-). . ice. �. N. . i0. GO. . CO. . Ln O r� I� O �. .� c0 N O c0 .� N .� �. .N N N Imo. 00 co Ln O co L0 .� O � .� �. .� N O O o� ap. .�O . .co .� Ln .O . (0 c0 .� cfl .� O .� p) 00 I� 00 � M N • N • � 00 • �(o NM O I� M O o0 • � r� � � � cO � � O: � co. co. co. �. �. . i6,. €�. . ico. . €co. co. co. �. �. �. €co. €�. :�. . ico. €c0. (�. Ln. .�. (�. .�. . €�. €�. 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LL] LL iLLJ LL LL1 LULL] LL: LLJ LL LL1. WLLJ LL LLJ LL LLI. WLLI LL :L•LJ•LL LLI WLLI LL LLJ LL LL1 LULL] LL_- ::LLJ LL LLI LLJW LL LLJ LL LLI WLLI LL LLJ LL LLI LLJW LL LLJ LL LL1. WLLI LL LLJ LL LL1 WLLI LL W LL LLI WLLI LL LLJ LL LL1. WLLI LL iL•LJ.LL LL1 WLLI LL :L•LJ•LL LL1- -LLJLLJ LL €LLJ-LL LiJ- -LLJLLJ LL €LLJ-LL LiJ- -LLJW LL i 25+50 26+00 26+50 27+00 27+50 28+00 DRAWINGS HAVE BEEN REVISED PER CONTRACTOR'S CONSTRUCTION RECORDS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY LPD ENGINEERING, AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS REFLECT ASBUILT CONDITIONS BASED ON CONTRACTOR DOCUMENTED FIELD NOTES AND REDLINES. ziKnow what's below. Call before you dig. Dial 811 1932 First Ave Suite 201 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering pllc WWW•Ipdengineering.com PARK AVENUE NORTH - WEST SIDE PROFILE H: 1" = 10' V: 1" = 5' PARK AVENUE NORTH - EAST SIDE PROFILE H: 1" = 10' V: 1" = 5' ws11 V (3� ,�• tp 15 21 5121 w 2 CSI-2 LCS 13 2 SURVEYED: SCALE: 3 CSI-3 LCS 24 2 DESIGNED: 4 CSI-4 LCS /15/2 5 CSI-5 LCS /29/2 DRAWN: O ONE INCH 6 CSI-6 LCS /1 1 /2 CHECKED: AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY REVISION BY DATE APPR APPROVED: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M z pppp- 10 0 5 10 20 Scale 1"=10, CITY OF RENTON Planning/Building/Public Works Dept. N CM U H W W CO W W z J U H `a C AT VERTICAL DEFLEC11ONS PROVIDE LONG RADIUS SWEEPS IN ACCORDANCE WITH UTILITY PURVEYOR REQUIREMENTS. T-423510 R-423515 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SARTORI ELEMENTARY SCHOOL 315 GARDEN AVE N RENTON, WA 98057 GRADING, UTILITIES + PAVING PROFILE DATE: � / 06/2024 FI PAGE: C3.1 SHEET: OF: 19 29 N QO C) cD 0 0 N N u 0 a SIDEWALK REPLACEMENT (138') +/— TO NEAREST JOINT TF 7 w Q z w CURB & GUTTER REPLACEMENT (135') DRAWINGS HAVE BEEN REVISED PER CONTRACTOR'S CONSTRUCTION RECORDS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY LPD ENGINEERING, AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS REFLECT ASBUILT CONDITIONS BASED ON CONTRACTOR DOCUMENTED FIELD NOTES AND REDLINES. ziKnow what's below. Call before you dig. Dial 811 1932 First Ave Suite 201 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering pllc www.Ipdengineering.com PARK AVENUE NORTH - WEST SIDE PROFILE H: 1" = 10' V: 1" = 5' I Y wAsHJtp ��• ' 15 21 512, TERM ��w ass AL ti� �\ 11h�2� 1 2 CSI-2 LCS /13/2 SURVEYED: 3 CSI-3 LCS 24 2 DESIGNED: 4 CSI-4 LCS /15/2 5 CSI-5 LCS /29/2 DRAWN: 6 CSI-6 LCS /1 1 /2 CHECKED: NO. REVISION BY DATE APPR APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M z pppp- 10 0 5 10 20 Scale 1"=10, CITY OF RENTON Planning/Building/Public Works Dept. N 4TH ST INTERSECTION (45') IN COMPLIANCE WITH CITY OF RENTON STANDARDS SARTORI ELEMENTARY SCHOOL 315 GARDEN AVE N RENTON, WA 98057 GRADING, UTILITIES + PAVING PROFILE DATE: � / 06/2024 FI PAGE: C3.2 SHEET: OF: 20 29 H • H U Iff a w Q z w DRAWINGS HAVE BEEN REVISED PER CONTRACTOR'S CONSTRUCTION RECORDS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY LPD ENGINEERING, AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS REFLECT ASBUILT CONDITIONS BASED ON CONTRACTOR DOCUMENTED FIELD NOTES AND REDLINES. ziKnow what's below. Call before you dig. 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I 31+00 31+50 32+00 I Y wAsHr��� � .ccr TERM' ti �ssl CSI-2 CSI-3 CSI-4 CSI-5 CSI-6 REVISION PARK AVENUE NORTH - EAST SIDE LCS 7113/2 LCS 24 2 LCS /15/2 LCS /29/2 LCS /1 1 /2 PROFILE H: 1" = 10' V: 1 " = 5' SURVEYED: DESIGNED: DRAWN: CHECKED: BY I DATE I AP P R I APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M z pppp- 10 0 5 10 20 Scale 1"=10, CITY OF RENTON Planning/Building/Public Works Dept. AT VERTICAL DEFLEC11ONS PROVIDE LONG RADIUS SWEEPS IN ACCORDANCE WITH UTILITY PURVEYOR REQUIREMENTS. T-423512 R-423517 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SARTORI ELEMENTARY SCHOOL 315 GARDEN AVE N RENTON, WA 98057 GRADING, UTILITIES + PAVING PROFILE DATE: � / 06/2024 FI PAGE: C3.3 SHEET: OF: 21 2 o& rrr0 a CONSTRUCTION NOISE NOTES SWPPS PLAN NOTES PUGET SOUND ENERGY (PSE) NOTES CITY OF RENTON TESC NOTES 0 7 w Q z w U_ 1. FOR ALL COMMERCIAL, MULTI -FAMILY, AND NEW SINGLE-FAMILY HOMES, CONSTRUCTION -RELATED NOISE IS ALLOWED: 7 AM TO 8 PM MON-FRI 9 AM TO 8 PM SAT, WORK ON THIS DAY IS BY CITY PERMISSION ONLY NO WORK SHALL BE PERMITTED ON SUNDAY. NO DELIVERIES SHALL BE SCHEDULED PRIOR TO 7:00 AM OR AFTER 6:00 PM. 2. CONSTRUCTION -RELATED NOISE IS NOT ALLOWED OUTSIDE OF ALLOWABLE HOURS, LEGAL HOLIDAYS, OR SUNDAYS. MOBILIZATION/STOCKPILE AREA NOTES 1. ANY EXCAVATED MATERIAL REMOVED FROM THE CONSTRUCTION SITE AND DEPOSITED ON PROPERTY WITHIN THE CITY LIMITS MUST BE DONE IN COMPLIANCE WITH A VALID CLEARING & GRADING PERMIT. LOCATIONS FOR THE MOBILIZATION AREA AND STOCKPILED MATERIAL MUST BE APPROVED BY THE CITY INSPECTOR AT LEAST 24 HOURS IN ADVANCE OF ANY DUMPING. 2. HAULING HOURS WITHIN THE RIGHT-OF-WAY ARE RESTRICTED TO MON-FRI 8:30 - 3:30. STREET SWEEPING NOTES 1. CONTRACTOR SHALL IMMEDIATELY SWEEP THE PAVED CITY RIGHT-OF-WAY WHEN DIRT OR OTHER CONSTRUCTION RELATED DEBRIS IS DEPOSITED. DUST SUPPRESSION 1. DUST FROM CLEARING, GRADING, AND OTHER CONSTRUCTION ACTIVITIES SHALL BE MINIMIZED AT ALL TIMES. 2. IMPERVIOUS SURFACES ON OR NEAR THE CONSTRUCTION AREA SHALL BE SWEPT, VACUUMED, OR OTHERWISE MAINTAINED TO SUPPRESS DUST ENTRAINMENT. 3. ANY DUST SUPPRESSANTS USED SHALL BE APPROVED BY THE CITY OF RENTON. PETROCHEMICAL DUST SUPPRESSANTS ARE PROHIBITED. WATERING THE SITE TO SUPPRESS DUST IS ALSO PROHIBITED UNLESS IT CAN BE DONE IN A WAY THAT KEEPS SEDIMENT OUT OF THE PUBLIC DRAINAGE SYSTEM. GENERAL NOTES 1. EXISTING CONDITIONS: A. CONTACT ALL NECESSARY UTILITY PURVEYORS TO COORDINATE UTILITY CUTOFFS AND REMOVALS. VERIFY THAT ALL APPROPRIATE SERVICES HAVE BEEN DISCONNECTED. B. CONFORM TO LOCAL GOVERNING REQUIREMENTS REGARDING NOISE CONTROL. C. MAINTAIN SAFE VEHICULAR AND PEDESTRIAN TRAFFIC ROUTES: 2. ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, ALLEYS, SIDEWALKS, AND ADJACENT FACILITIES. 3. DO NOT CLOSE OR OBSTRUCT STREETS, FIRE LANES, SIDEWALKS, ALLEYS OR PASSAGEWAYS WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION. 4. IF REQUIRED BY GOVERNING AUTHORITIES, PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS. A. VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AT POINTS OF CONNECTION PRIOR TO COMMENCING WORK ON NEW UTILITY THAT IS TO BE CONNECTED TO THE EXISTING UTILITY. COORDINATE WITH OWNER'S REPRESENTATIVE IF ACTUAL CONDITIONS ARE AT VARIANCE WITH PLANS. B. VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES SUFFICIENTLY IN ADVANCE OF CONSTRUCTION TO ALLOW FOR COORDINATION AND MITIGATION OF CONFLICTS WITHOUT DOWN TIME. 5. DIMENSIONS AND LAYOUTS: A. THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING ALL BENCHMARKS AND STAKES AND IS REQUIRED TO REPLACE ANY STAKES OR BENCHMARKS THAT ARE DISPLACED OR MISSING. B. THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL UTILITY PURVEYOR AND CITY RECORDS RELATIVE TO THE EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR AVOIDING DAMAGE TO THESE FACILITIES AND SHALL RESTORE ALL UTILITIES AT CONTRACTOR'S OWN EXPENSE. THE CONTRACTOR IS TO NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY IF UNDERGROUND UTILITIES NOT SHOWN ON RECORD DOCUMENTS ARE ENCOUNTERED. 1. NO HAZARDOUS LIQUID PRODUCTS, INCLUDING BUT NOT LIMITED TO PETROLEUM PRODUCTS, FUEL, SOLVENTS, DETERGENTS, PAINT, PESTICIDES, CONCRETE ADMIXTURES AND FORM OILS SHALL BE STORED ON -SITE WITHOUT PRIOR APPROVAL. IF REQUESTED, THE CONTRACTOR SHALL PROVIDE FOR SPILL CONTAINMENT IN ACCORDANCE WITH KING COUNTY AND CITY OF RENTON REQUIREMENTS. CONTRACTOR SHALL PROVIDE A LIST OF THE TYPES AND SIZES OF LIQUIDS THAT WILL BE STORED/HANDLED ON SITE. CONTRACTOR WILL ALSO SHOW THE PROPOSED LOCATION FOR STORAGE ON A PROJECT SITE PLAN AND WILL PROVIDE A PROPOSED METHOD OF SECONDARY CONTAINMENT. THE OWNER'S REPRESENTATIVE, THE CITY AND KING COUNTY SHALL REVIEW AND APPROVE THE PLAN PRIOR TO STORAGE. 2. CONSTRUCTION WASTE SHALL BE PROMPTLY REMOVED FROM THE SITE AND SHALL NOT BE STOCKPILED. 3. NO STATIONARY FUEL TANKS SHALL BE ALLOWED. 4. FUELING OF CONSTRUCTION EQUIPMENT SHALL BE A MOBILE FUEL TRUCK AND SHALL BE ALLOWED ONLY IN PAVED AREAS. CONTRACTOR SHALL PROVIDE A PLAN FOR FUELING AREA SPILL CONTAINMENT TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON WITH A PROPOSED METHOD OF SECONDARY CONTAINMENT. THE OWNER'S REPRESENTATIVE AND CITY OF RENTON, SHALL REVIEW AND APPROVE THE PLAN PRIOR TO FUELING. ALL SPILLS, CONTAINMENT, AND CLEAN UP SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND AT THEIR OWN EXPENSE. 5. FUELING OF CONSTRUCTION EQUIPMENT SHALL ONLY BE ALLOWED DURING DAYLIGHT HOURS. 6. THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL EQUIPMENT THAT REQUIRES SIGNIFICANT REPAIR. MINOR REPAIRS OR MAINTENANCE MAY BE ALLOWED ON SITE IN AN APPROVED AREA. THE CONTRACTOR SHALL SUBMIT A PLAN FOR THE PROPOSED LOCATION OF VEHICLE MAINTENANCE AND REPAIR AND SHALL INDICATE THE PROPOSED METHOD OF CONTAINMENT FOR POSSIBLE LEAKING VEHICLE FLUIDS. THE CONTRACTOR SHALL ALSO PROVIDE A PLAN TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON FOR THE COLLECTION, STORAGE, AND DISPOSAL OF VEHICLE FLUIDS. THE OWNER'S REPRESENTATIVE AND CITY OF RENTON SHALL REVIEW AND APPROVE PLAN PRIOR TO ANY ON -SITE MAINTENANCE. 7. TRUCK WASHOUT SHALL NOT BE ALLOWED ON SITE. THE CONTRACTOR SHALL PROVIDE TRUCK WASHOUT OFF -SITE AT AN APPROVED AND LEGAL LOCATION. 8. CONTRACTOR SHALL PROVIDE TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON THE LOCATION OF SPILL RESPONSE MATERIALS. CONTRACTOR WILL ALSO IDENTIFY DISPOSAL METHODS FOR CONTAMINATED WATER AND SOIL AFTER A SPILL. 9. THE CONTRACTOR SHALL PROVIDE A REPORT TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON IDENTIFYING THE PERSONNEL RESPONSIBLE FOR POLLUTION PREVENTION, INCLUDING CONTACT INFORMATION, AND CLEARLY LISTING THE RESPONSIBILITIES OF THESE PERSONNEL. 10.THE CONTRACTOR SHALL PROVIDE A DESCRIPTION OF THE PROCEDURES TO BE USED IN MONITORING THE POLLUTION PREVENTION BMPS AND RESPONDING TO A BMP THAT NEEDS ATTENTION, INCLUDING RECORD KEEPING. 11.THE CONTRACTOR SHALL PROVIDE A REPORT TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON IDENTIFYING THE PERSONNEL RESPONSIBLE FOR SPILL PREVENTION, INCLUDING CONTACT INFORMATION, AND CLEARLY LISTING THE RESPONSIBILITIES OF THESE PERSONNEL. 12.THE CONTRACTOR SHALL ALSO PROVIDE A DESCRIPTION OF THE PROCEDURES TO BE USED IN MONITORING THE SPILL PREVENTION BMPS AND RESPONDING TO A SPILL INCIDENT, INCLUDING RECORD KEEPING. 6. REGULATORY REQUIREMENTS: A. COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES AND SAFETY REGULATIONS. IF THERE ARE ANY CONFLICTS AMONG REFERENCED STANDARDS, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. B. OBTAIN ALL NECESSARY PERMITS. 7. SAFETY SYSTEMS: A. PROTECT ALL EXCAVATION IN EXCESS OF FOUR -FEET IN DEPTH WITH A SAFETY SYSTEM CONFORMING TO THE REFERENCED REQUIREMENTS. B. THE CONTRACTOR'S EXCAVATION SAFETY SYSTEM SHALL BE DESIGNED BY A QUALIFIED PERSON AND MEET THE REFERENCED REQUIREMENTS. C. ALL EXCAVATION NOT REQUIRING TRENCH SAFETY SYSTEMS SHALL ALSO MEET THE WISHA SAFETY STANDARDS AND CITY OF RENTON REQUIREMENTS. 8. EXCAVATION: A. MATERIALS NOT DESIGNATED FOR SALVAGE SHALL BE BROKEN UP, LOADED, AND LEGALLY DISPOSED OF BY THE CONTRACTOR. CARE SHALL BE TAKEN REMOVING ITEMS TO ENSURE THAT DAMAGE DOES NOT OCCUR TO THE EXISTING TREES AND IMPROVEMENTS WHICH ARE TO REMAIN IN PLACE. ALL REMOVALS SHALL BE ACCOMPLISHED BY MAKING A NEAT VERTICAL SAWCUT AT THE LIMITS OF REMOVAL. ALL CONCRETE WALK REMOVALS SHALL BE SAWCUT AT THE NEXT ADJACENT JOINT. ADJACENT MATERIALS DESIGNATED TO REMAIN THAT ARE DAMAGED BY THE CONTRACTOR DURING THE WORK SHALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER. B. SPRINKLE EXCAVATED MATERIAL AND ACCESS ROADS AS NECESSARY TO LIMIT DUST TO THE LOWEST PRACTICABLE LEVEL. DO NOT USE WATER TO SUCH AN EXTENT AS TO CAUSE FLOODING, CONTAMINATED RUNOFF, OR ICING. C. IN THE EVENT THE CONTRACTOR ENCOUNTERS UTILITY LINES NOT SHOWN ON THE SITE PLAN OR OTHERWISE INDICATED TO BE SAVED, REMOVED, OR ABANDONED, THE LOCATION OF SUCH LINES SHALL BE MARKED IN THE FIELD AND THE OWNER'S REPRESENTATIVE NOTIFIED. C. THE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING, SETTING AND MARKING ALL LINE 9. FILL MATERIALS: LOCATION STAKES. A QUALIFIED LAYOUT ENGINEER, SURVEYOR, OR TECHNICAL SPECIALIST MUST BE ASSIGNED TO THE CONTRACTOR'S CREW FOR THIS WORK AND SHALL BE ON SITE A. IF ANY FILL IS ANTICIPATED TO BE BROUGHT TO THE SITE THE APPLICANT SHALL SUBMIT AT ALL TIMES WHEN WORK REQUIRING CONTROL IS BEING PERFORMED, TOGETHER WITH A SOURCE STATEMENT CERTIFIED BY A PROFESSIONAL ENGINEER OR GEOLOGIST LICENSED ALL NECESSARY EQUIPMENT, SUPPLIES AND INSTRUMENTS RELATED THERETO. THIS IN THE STATE OF WASHINGTON MEETING THE REQUIREMENTS OF RMC 4-4-060N.4 OR EQUIPMENT AND PERSONNEL MUST BE AVAILABLE, AT NO ADDITIONAL COST TO THE OWNER PROVIDE DOCUMENTATION THAT FILL WILL BE OBTAINED FROM A WASHINGTON STATE OR OWNER'S REPRESENTATIVE, FOR THE PURPOSE OF VERIFYING LAYOUT AND CERTIFYING DEPARTMENT OF TRANSPORTATION (WSDOT) APPROVED SOURCE AS ALLOWED BY RMC THE ACCURACY OF WORK ON THE SITE. 4-4-060N.4.G. DRAWINGS HAVE BEEN REVISED PER CONTRACTOR'S CONSTRUCTION RECORDS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY LPD ENGINEERING, AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS REFLECT ASBUILT CONDITIONS BASED ON CONTRACTOR DOCUMENTED FIELD NOTES AND REDLINES. � Know what's below. � Call before you dig. Dial 811 1932 First Ave Suite 201 Seattle, WA 98101 p. 206.725.1211 f, 206.973.5344 engineering pllc www•lpdengineering.com GU I Y of WAs/jI�� 21 5121 I AL CSI-2 CSI-3 CSI-4 CSI-5 CSI-6 REVISION 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH THE PSE PROJECT MANAGER, CITY OF RENTON, AND RENTON SCHOOL DISTRICT, PRIOR TO STARTING ANY SITE WORK. 2. CROSSINGS IN RIGHT-OF-WAY MUST BE SCHEDULED WITH PSE PROJECT MANAGER PRIOR TO CONSTRUCTION. 3. PROJECT MANAGER OR DESIGNATED REPRESENTATIVE MUST BE ON -SITE DURING CONSTRUCTION WORK IN RIGHT-OF-WAY. 4. EXCAVATION CONTRACTOR MUST BE LICENSED AND BONDED TO PERFORM WORK IN RIGHT-OF-WAY. 5. PROVIDE 4 FEET BY 4 FEET WORK PIT AT CONNECTIONS TO NEW OR EXISTING PSE INFRASTRUCTURE. 6. PROVIDE SCHEDULE 80 CONDUITS. 7. PROVIDE AND INSTALL 3/8" NON -POLY PULL ROPE IN ALL OF THE CONDUITS. 8. JOB SITE NEEDS TO BE 100 PERCENT READY FOR INSPECTION 5 BUSINESS DAYS PRIOR TO CONSTRUCTION DATE. 9. WORK IN THE RIGHT-OF-WAY MUST BE COORDINATED WITH PSE PROJECT MANAGER AND CITY OF RENTON. 10.TRENCH AND LOCAL ELECTRICAL MUNICIPALITIES AKA I&I, CITY OF RENTON", INSPECTIONS MUST BE COMPLETED 5 BUSINESS DAYS PRIOR TO SCHEDULED CONSTRUCTION DATE. 11.CONTRACTOR SHALL OPERATE AND PROVIDE EQUIPMENT TO PUMP OUT WATER FOR WORK PITS, VAULTS AND TRENCHES. 12.EXCAVATION EQUIPMENT SHALL BE ON SITE THE DAY OF CONSTRUCTION TO COMPLETE BACKFILLING. 13.ADDITIONAL FEES WILL BE APPLIED TO ADDITIONAL INSPECTIONS BEYOND THE FIRST INSPECTION. B. ALL MATERIAL WHICH IS PROPOSED TO BE USED AS FILL, BEDDING OR BACKFILL SHALL BE GRADED AND TESTED FOR MOISTURE CONTENT AND COMPACTABILITY. GRADATION AND TEST RESULTS SHALL BE SUBMITTED FOR REVIEW AND ACCEPTANCE BY THE OWNER'S REPRESENTATIVE PRIOR TO PLACEMENT OF FILL. SEE SPECIFICATIONS FOR INFORMATION AND RESTRICTIONS ON THE USE OF RECYCLED MATERIAL AS FILL. C. MATERIAL USED IN FILLING SHALL BE APPROPRIATE TO THE SITE AND THE INTENDED USE OF THAT PORTION OF THE SITE. D. TOPSOIL SHALL NOT BE USED AS A FILL MATERIAL. E. NO FROZEN OR THAWING MATERIAL SHALL BE USED IN A FILL. F. COMMON FILL MATERIAL SHALL CONSIST OF ON -SITE EXCAVATED SOILS FREE OF ORGANIC AND DELETERIOUS MATERIAL AND OF SUCH SIZE AND GRADATION THAT THE SPECIFIED COMPACTION CAN BE READILY ATTAINED. THE MOISTURE OF COMMON FILL MATERIAL AT THE TIME OF PLACEMENT SHALL BE WITHIN A RANGE OF ONE PERCENT ABOVE TO TWO PERCENT BELOW THE OPTIMUM MOISTURE CONTENT FOR COMPACTION. G. GRAVEL BORROW: PER SECTION 9-03.14(1) OF WSDOT. H. STRUCTURAL FILL SHALL BE NON -ORGANIC SOIL, ACCEPTABLE TO THE OWNER'S REPRESENTATIVE, PLACED IN MAXIMUM 8-INCH LOOSE LIFTS, WITH EACH LIFT BEING COMPACTED TO AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DENSITY USING ASTM:D 1557. STRUCTURAL FILL SHALL BE PLACED AND COMPACTED WITHIN 2% OF THE OPTIMUM MOISTURE CONTENT. 10. COMPACTION: REQUIRED COMPACTION: COMPACT FILLS AND BACKFILLS TO THE FOLLOWING MINIMUM RELATIVE COMPACTION (PERCENTAGE OF MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557). LOCATIONS UTILITY TRENCHES: UNDER WALKS AND PAVING: AGAINST WALLS: PLANTING AND LANDSCAPE AREAS: OTHER: 11. FIELD QUALITY CONTROL: REQUIRED MINIMUM RELATIVE COMPACTION 95% 95% 90% 85% 95% A. THE OWNER'S TESTING AGENCY SHALL PERFORM TESTING. THE OWNER'S TESTING IS ONLY TO VERIFY CONFORMANCE WITH THE PROJECT PLANS. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THAT THE WORK MEETS THE REQUIREMENTS OF THE SPECIFICATIONS AND THE CITY OF RENTON. LCS / 13/2 SURVEYED: SCALE: LCS 24 2 DESIGNED: DRAWN: BY I DATE I APPR I APPROVED: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 2. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 3. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 4. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 5. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 6. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST TROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 8. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 9. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 10. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 11. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 12. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 13. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 14. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 15. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW CITY OF RENTON Planning/Building/Public Works Dept. T-423513 R-423518 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SARTORI ELEMENTARY SCHOOL 315 GARDEN AVE N RENTON, WA 98057 NOTES T O O DATE: 4 16 2024 (j) FIELDBOOK: PAGE: DRAWING NO: C4.0 �°°'� SHEET: OF: VJ 22 29 Q iu 0 LO L ♦ N !} v I NOTES' I 1. Not used. 2. All ramp and landing edges shall be separately formed. _ SEENOL/IIR"0 DUMMY JOLdT SEE NOTE 2' - 0•Z� D� T? 6' CEMENT CONCRETE FACE OF CURB _ 112"R. SIDEWALK RAMP -61f2•�' 1"R' OR LANDING VARIES 1 5 tf2^_ r' FROM s' RAISED EDGE DETAIL 1'-0 B" SIDEWALK 12 L`-'�L -{ tJOENDSIDEWALK TRANSVERSE 1'-0' 1'-0' 0re'pN)PREMOLpEOJOINTFILLER 1Ir OMR I JOINTS TO INCLUDE RAISED EDGE TYPICALWHEREAPPUCABLE R°U DING ]B% ' tfr (IN) R. MT.) I FOR CURB DETAILS • • SEE STD PLAN 101 O Q 6"TOO 1/2 R. r 1" R. 124 6"` L 1 TOP OF T • in ROADWAY 3l6"PREMOLDED 1/2 R. JOINT FILLER I m . _+-5% _ " 1 n")R �''' ', , ~ ' •_ '_'_' cnunNG ROADWAY YS : ►• - , - •ye •tom' SEE RAISED EDGE ' �L ...... --- r-0' SIDEWALK DETAIL - THIS SHE TYPICALUNDER CRUSHED SURFACING TOP COURSE (CSTC) ALL CUT SIDEWALK OMPACT TO 95% MODIFIED PROCTOR MIN. (UNLESS REQUIREMENT WAIVED BY SLOPES WITH RAISED EDGE ENGINEER) TYPICAL UNDER ALL CURB. 3. Utilities structures that must remain are to be made non -slip or non-skid. 4 Utilities structures such as vaults and junction boxes shall not be located in the Pedestrian Access Route (PAR) of the Pedestrian Circulation Route. 5. Drainage appurtenances, such as manholes, catch basins. sic. shall not be located in the PAR These should be located in the street or the buffer strip. - - - 4 CEMENT CONCRETE 1 `` J 1rr(IN)R.(rYP•) GUTTER& SIDEWALK. CSTC UNDER C CURB 6 Gl1TTER TO BE E THICKNE95 OR 6. Accessible pedestrian access shall be provided for during construction. W PEDESTRIAN CURB r - AT SIDEWALK RAMPS AND LANDINGS I I 2.0% 10 FOR CURB DETAILS +-5% ••. MATCH WHICH TV ROADWAY CRUSHED ROCK 1J Op �` SEE STD PLAN,01 BASE, WHICHEVER IS GREATER (TYP. FOR eH�T1Eg ALL CURB d GUTTER), NM T 1 6 - 3/8" PRESIOLDED JOINT FILLER (TYP) I I CEMENT CONCRETE • • fIF ,"`m`7A'� •� FINISHED GRADE 1-(IN)BEL01N W FACE OF ADJACENT CURB CEMENT CONCRETE 6 V2 - TRAFFIC CURB AND GUTTER � SEE DEPRESSED CURB DETAIL THIS SHEET L - - - J OURS AND GUTTER g° A 5" 1" 1 TOP OF CONCRETE SURFACE r-o SIDEWALK ADJACENT TO CURB MIN MIN INN 1rrON)R. (TYP.) ROU DING co O O FOR CURB DETAILS -2-0% • 1S% _ SEE STD PLAN 101 O FACE OF ADJACENT CURB 124 TOP OF FLUSH WITH GUTTER t ' 1" 112" R. ROADWAY PAN AT SIDEWALK _ _ RAMP ENTRANCE Y PLAN VIEWF`�� FACE OF GRATE E -- -•�.{ FRIDGE OR PEDESTRIAN NG V F' �D r ADJACENT CURB FOR CURB DETAILS N N L \ (STEEP FILL SIDEWALK SEE STD PLAN 101. SLOPES) 1 1:12 1:24 v �16 6 1 2" 13' CONTRRACT PLANS -WALL OR BARRIER / TOP OF 1/2"R. ROADWAY I _ 1 6" 5 1 Y" 1" (LOB') MATCH FRAME AND GliA7E-htOT'INCLUD® 1/2' R. 1" R. ROADWAY INCURBANDGUTTEREMITM SLOPE 12' (IN) R. (TYP.) I SIDEWALK FLUSH 15% - ' ' !•j 12• N) R L DEPRESSED CURB SECTION fO AT RESIDENTIAL DRIVEWAYS TOP OF 3" RECESS ROADWAY ° 1� R VERTICAL WALL - SEEDETaL . ''•'�• ONLY. T FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 , • 1/1" �-� W8-TIN) PREMOLDED JOINT FILLER 1 • _ 6- , • , ' ADJACENT TO CURB AND RAILING OR WALL PREMOLDED DEPRESSED CURB SECTION FACE OF CURB ° ° . 4 ,� __-.--.u. ° •o P JOINT FILLER TREATMENT SIDEWALK BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL AT SIDEWALK RAMPS 6 1/2' - ' ' D P.. o-'.' ADJUSTMENT SECTION -NOT INCLUDED tiLL- (BEE NOTE 10) SIDEWALK SECTIONS +( Y(IMR 5 12" 1" n' D' INCURBANDGUTEREMU ITEM I v 1.5% 1.5%MIN._ SEE STD PLAN 01S - ' ,112" R." FACE OF ADJACENT CURB 1 L TOP OF • • `O ROADWAY GUTTER SURFACE I • �� g• _ •, 9 •'� • ,p_ r0 •� ._ •' CATCH flABI.''1 - NOTI IN UDED ° • ' IN CYIRB AND GUTTER BIDLiEM P a _ o •'' b • --� _ ^"- `"k ' f, BROOMED FINISH � � ••� N • i OR MATCH EXISTING 0' 4" WIDE, SMOOTH S /1 TROWELEDPERIMETER FINISHED GRADE V (IN) BELOW TOP OF CONCRETE C� SURFACE FOR PLANTING -FLUSH IF PAVED Q' Q' � 1�' CEMENT CONCRETE CURB -�' LO N • •Q • ? • • �, , I SECTION IO P'r " .+" © � (CURB AND GUI RSHOWN) ADJACENT TO BUFFER STRIP FOR CURB DETAILS �, �. / `� SEE STO PLAN 101 O PREMOLLED O JOINT FILLER 1..- \ � • I E FULL -DEPTH _ a,,,+- _ GENERAL. NOTES: ,-� •: - 5.d i ` Z +ra To,ra I EXPANSION JOINT 1" R. CEMENT CONCRETE 1. The Intent (�f this design is to facilitate, the removal �� j of a catch basin with minimal disturbance ,. �' NOTES 1. Four feet of the sidewalk Width shay i O TRAFFIC CURB Of the(Xlfb. be the minimum edestrian �- - / cISIDEWLKONLNr .�• � .• P CONTRACTION JOI • � / •L 2. The expansion joints of the .•J' r- �' �; aocessible route tpm) free o1 vertical --� a • R o . Axhorizontal co eobstructions. ction Bo es Kings, ��� % : ► • • ; / FULL -DEPTH EXPANSION JOINT IN BOTH CURBAND SIDEWALK (SEE STD PLAN IDl.l) DEPRESSED CURB DETAIL adjacent eidawalk shall i /� r ` _ be adjusted to be In cable vaults, Pull Boxes and other Sy appurtenances within the sidewalk of ye C CONTRACTION JOINT AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS I. line With these Cuff - ,/ r I` must o flush with surface, and match �� grade 0i the sidewalk. JOINT AND FINISH DETAIL expansion Joints. ' 2. Monolithic Cement Concrete Curb and '.• ' •' ° , '• Sidewalk Is not permitted In new For other referenced NOTES see ;gip ; GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and contraction joint sparing. z. Expansion joint shall he full depth, 3/8"(tn.)premoldedjoint filler. 1•-'�,,;r'- � � / ! \ ISO) iF(IC VIEW 1 • / construction. When replacement work STD PLAN 104.2. PREMaDE � , • necessitates a Monolithic Cement Concrete Curb build per WSDOT Standard PlanF-30.10.03. Paved surfaces must comply With JOINT FILTER E FULL Y G CJ .t. 4 !1)® PUBLIC WORK i� DEPARTMENT STD. PLAN - 102.1 UTILITY PLACEMENT IN PiTR( •f O 3. For Depressed Monolithic Driveway Curb&Gutter Section, see Standard Plan 104.2 � '- 3. Concrete to be4,ODOPSI. STD PLAN102.1 as applicable. -DEPTH EXPANSION W CEMENT CONCRETE SIDEWALK JOINT - • PUBLIC WORKS DEPARTMENT CEMENT CONCRETE CURBS sTD. PLAN - 1of + + PUBLIC �YORKS DEPARTMENT CEMENT CONCRETE CURB INSTALLATION AT STD. PLAN - 101.1 PUBLIC WORKS DEPARTMENT CEMENT CONCRETE SIDEWALK STD• PLAN - 1DZ NTS COR STD PLAN 1021 -UTILITY PLACEMENT IN CEMENT CONCRETE SIDEWALK 4 ' ^ .• A�Lef/ •, PRO D; , API Rl % CATCH BASINS , DA N COR STD PLAN 101 - CEMENT CONCRETE CURBS COR STD PLAN 101.1 - CONCRETE CURB INSTALLATION AT CATCH BASINS 23 COR STD PLAN 102 - CEMENT CONCRETE SIDEWALK cD VARIES: 4.5' MIN. LANE LINE O DRAWINGS HAVE BEEN REVISED PER CONTRACTOR'S CONSTRUCTION RECORDS MARKING SAWCUT AFTER BACKFILL O - THIS CONSTRUCTION CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED DRAWINGS PREPARED BY LPD ENGINEERING, AND HAS BEEN 1' 1' VARIES 1' 1' MINI MIN MIN I MIN DEPTH OF EXISTING PAVEMENT _ I W EDITED THESE TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON�- RECORD DRAWINGS REFLECT ASBUILT CONDITIONS BASED ON , s:f..-' SPECIAL NOTE } N THE EVENT TRANSVERSE PATCHES 2" - 6" HMA CEMENT CONCRETE CUM AGUTTER EXIST i, .'. ,� I --,..,:I, WITHIN THE AFFECTED STREET, THE LENGTH (SEE NOTE 2) 1' 1• EDGE OF PAVEMENT, EDGE CONTRACTOR DOCUMENTED FIELD NOTES AND REDLINES. (SEE NOTE 3) OF THE PATCH SHALL BE EXTENDED TO 1 j OF CURB & GUTTER, OR MIN. MIN. INCLUDE ANY EXISTING PATCH WITHIN 10 i t t CENTER OF LANE MARKING EXISTING ASPHALT 2.0 MIN' NEW CURB FEET OF THE EDGE OF THE PATCH REQUIRED' FOR THE NEW CROSSING AND ANY . � �.' SUBSEQUENT PATCH EDGE WITHIN 10 FEET OF THE EDGE OF THE �' I' 2" HMA (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANDARD / - w GUTTER CEMENT DEPRESSED SECOND PATCH AND SO ON UP TO SPECIFCATIONS, COMPACTED TO 95% PAVEMENT & (SEE NOTE 2) CONCRETE '� / CURB &GUTTER SIDEWALK / / (BEEOETaLTHSSHEET) A TOTAL OF 300 FEET. I FACE OF GUTTER OR ff i..-.., C � -,. , I EDGE OF PAVEMENT 2" SAWCUT AND REMOVE MODIFIED PROCTOR OR PLANE, SEAL WITH \ AR-4000W CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19). GRAVEL BORROW (9-03.14(1)) PER SAWCUT / TYPE C2B - ISOMETRIC VIEW (COMMERCIA,, WITH BUFFER) TRAFFIC FLOW I } �' WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER (SEE NOTE 2) 2" HMA i FF CENTER LINE OR BASED ON GEOTECH REPORT, COMPACTED TO WIDTH OF TRENCH AS REQUIRED BY SIZE OF 95% MODIFIED PROCTOR. PROPOSED IMPROVEMENT SEE WSDOT ( 0 • f � - ' ' LANE LINE STANDARD DARO SPECIFICATION 2-09.4 PLUS AN ) PIPE ZONE BEDDING MATERIAL AND COMPACTION AS a , •a NOTES 1. When a driveway width exceeds 15 feet, construct a full depth 2" TO 8" HMA { - I ALLOWANCE FOR ANY SHORING. SHORING, IF REQUIRED BY THE WSDOT STANDARD SPECIFICATIONS NEEDED, SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT: WSDOT STANDARD SPECIFICATION 7-08.3(1)B * FOR STORM AND WATER PIPE, PER STD PLAN 220.0 a ; ' • , • expansion Joint with 318' joint filler along the driveway lane lines FADEOFCUFIB (see std. plan 102). Construct expansion joints parallel with the SEE 1, - sEEOEPnEerenrseaoETAA cen'erline as required at 15 maximum sparing when driveway c.TRAcT oN Joni ° 7!� QN n e sNeEr widths excaed3Q'. aTDP.JON7 ,slur, r , ,rr R F-� *FOR SANITARY SEWER, PER STD PLAN 405 TRENCH WIDTH FOR JOINT UTILITY TRENCH, SAND WITH % P PASSING A #4 SIEVE AND LESS THAN 5% PASSING A #200 SIEVE b � f rt0�olw 2. See std. plan 102 for sidewalk detalls _ "F I 6.5' MIN. • '• 3. Curb and gutter shown, Other curb designs may be specified. " ' ' to 2" DEPTH OF PLANING OR SAWCUT AND REMOVE NOTES: See Bid. plan 101 for curb details l F - --_ • 1. WHEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND - 4. Not used I - ' FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH 1•"r VARIES: 6.5' MIN, USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER. ARTERIAL STREET_ MINIMUM 7" HMA (Or ACP Class B) - (SEE NOTE 1), OVER 5. The engineer Will design all driveways to Indude elevations at all NOTE: DltivewMYLONORUOINILOWANS" JOINTS INK LBE FULL DEPrR points marked with symbol °X'. All elevations are at the back of DEPRESSEDMONOLTTHIC CURB 6 GUTTER DETAIL Curb top on uphill aide. 1 I 1 j� VARIES -�{ 1 1 DEPTH OF EXISTING PAVEMENT MIN MIN MIN MIN II I I 2. PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS SHALL BE HMA CL PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6". 6" CRUSHED ROCK 6 Not used RESIDENTIAL ACCESS STREETS - HMA CL I" PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING 7 For Driveway Wkiths see DRIVEWAY STANDARDS NOTE 10). The 102) be `\\\ PAVEMENT SECTION AND IN NO CASE LESS THAN 4". (See expansion joints (see std. plan shall spaced as shown In the correaportding IsOmelrtc Mew. REMOVE 3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB &GUTTER OR RESIDENTIAL STREET MINIMUM OR PLANET SEAL WITH `- 2" - 6" MIN. HMA SEE NOTE 2 AR-4000W ( ) \6" SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB & GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND 4" HMA or ACP Class B ( ) (SEE NOTE 1) OVER 8. Slopes shall comply with sections R3032,1 or R303.2.2 or --� FACE OF ADJACENT t�Rs R303.2.3 of the Revised I ft 21, 2 05 (P for Accesaiblo Public 1 1' Rights -Of --Way of November 23, 2005 (PROWAO). � (EACH SIDE) I CRUSHED SURFACING TOP COURSE (CSTC) OVERLAID WITH HMA. 4. IF TRENCH UNDERMINES EXISTING 6" CRUSHED ROCK 2" HMA (9-03.9(3)) PER WSDOT STANDARD SPEVPROCIFICATIONS, COMPACTED TO 95% MODIFIED SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE / / REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT. 9. Curb returns for any Type C-MAX Driveway may be approved On 1 1•FL acase-bycasebasis -WTTERSURFACE SAWCUT AFTER BACKFILL 5. IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP 7 (EACH SIDE) SHALL BE REPLACED TO MEET ADA STANDARDS. NOTES: t•R`; 10, STREET STANDARDS = Renton Municipal Code (RMC) v • , Title IV Development Regulations .I STANDARDS " CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERCHAPTER IN T,,RCOMPACEDITING BY GTOE957 IONAL IGEO .• PUBLIC WORKS �s� DEPARTMENT TYPICAL LONGITUDINAL PATCH FOR FLEXIBLE PAVEMENT OR STD. PLAN - 110.1 6STREETA.NDUTILITY BASED ECHVREPORTED RIGID PAVEMENT WITH OVERLAY i0 N 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF Section 4-6-06C STREET STANDARDS DEPRESSED CURB DETAIL A T RESIDENT IAt. OR COMMERCIAL DRIVEWAYS, ANDALLEYS DRIVEWAY STANDARDS = Renton Municipal Code MODIFIED PROCTOR. WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED NTS DAMAGED PAVEMENT. (RMC) Title IV Development Regulations Driveway Example: TYPE C1B J IMPROVEMENT (SEE E FOR STANDARD SPECIFICATION 2-09.4) PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF PIPE ZONE BEDDING. MATERIAL- SEE STANDARD NEEDED, SHALL COR STD PLAN 110.1 - TYP LONGITUDINAL PATCH FOR FLEXIBLE PAVEMENT 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT 'THE CHAPTER NurrAwofLal GGONI„.ICYI CITY-WIDE PROPERTY DEVELOPMENT STANDARDS tJMAX-.4L MEET THE REQUIREMENTS OF WSDOT PLAN 110.1. STANDARD SPECIFICATION 7-08.3(1)B R-423519 PLACEMENT AT GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS, noc Section 44-ON PARKING, LOADING AND DRIVEWAY (MaX {LaneCormaNlieq a=au+rer(PhaNn9stp) liwlc.t7elildtr - TRENCH WIDTH REGULATIONS - FOR NOTES, SEE STANDARD PLAN 110.1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PUBLIC iYORh DEPARTMFNT CEMENT CONCRETE DRIVEWAY ENTRANCES - NOTES AND DETAILS �1'D. PLAN - 104 2 .• PUBLIC WORKS ��`► TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT OR RIGID STD. PLAN - 110 )lo , T PUBLIC WORKS •' DEPARTMENT CURB AND GUTTER REPLACEMENT DETAIL STD. PLAN - 103 DEPARTMENT PAVEMENT WITH OVERLAY �I PPRO D: Z ATf COR STD PLAN 103 - CURB AND GUTTER REPLACEMENT DETAIL 5 PLAN 104.2 - CEMENT CONCRETE DRIVEWAY ENTRANCES 6 COR STD PLAN 110 - TYP TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT 7 _ Know what's below. 1932 First Ave � � o Suite 201 � Seattle, WA 98101 Call before dig. 2 CSI - 2 LCS Z / 1 3/2 SURVEYED: SCALE: HORIZONTAL:VERTICAL: 1983/1991 CITY OF 'T R E N TO N SARTORI ELEMENTARY SCHOOL 315 GARDEN AVE N DATE: 4 16 2024 FIELDBOOK: PAGE: H J 3 CSI-3 LCS 24 2 DESIGNED: 4 CSI-4 LCs /15/2 5 CSI-5 LCs /29/2 DRAWN: ONE INCH you p.206.725.1211 • RENTON WA 98057 DRAWING N0: 2, 5121 � Dial 811 f.206.973.5344 �o� �ECI TeRti� �ssl DATUM Planning/Building/Public Works Dept. 7 DETAILS AND NOTES C4. 1 6 CSI-6 LCS /11/2 CHECKED: AT FULL SCALE NO. REVISION BY DATE APPR r(� VJ AL ���Uc�\(� engineering PIIC WWw.Ipdengineering.com IF NOT ONE INCH SCALE ACCORDINGLY SHEET: OF: OAPPROVED: 23 29 0 / U 0 N U n i N TF a 00 1 T > _(. { o 1. At F I I AIDE 1 LANE i I• i I I 1 { I I I { : INITIAL 2" DEEP SAWCUT OR GRIND, AND I I LIMIT OF FINAL OVERLAY. GRIND AND PAVE { } I FULL STREET WIDTH OVERLAY REQUIRED. { r I I 1 I Elf U, vzi I f , U) I ,f I I I� I I/ f I EDGE OF EXISTING PAVEMENT , I / I EDGE OF TRAVELED LANE (EDGE STRIPE) I { / I VARIES: 4.5' MIN. (SEE STD PLAN 110.1) � I { CENTER OF ANY MARKED LANE LINE, I PROVIDE NEW CHANNELIZATION AFTER OVERLAY ,f I / I SECONDARY FULL DEPTH SAWCUT FOR r I I PROPOSED TRENCH I I INITIAL 2" DEEP SAWCUT OR GRIND, AND LIMIT OF FINAL OVERLAY. GRIND AND PAVE FULL STREET WIDTH OVERLAY REQUIRED o - LANE LANELANE � 1 FOR TYPICAL SECTION 110.1 AND NOTES SEE STANDARD PLAN STD. PLAN - 110.2 PUBLIC WORKS REQUIRED SAWCUT, GRIND AND \ i' I' I rI,A i''' I ) DEPARTMENT OVERLAY FOR LONGITUDINAL TRENCHES /Q,- - MEETING 1 STANDARD SPECIFICATION GUTTER 9-07.6. 3. WHEN THE PCC PANEL IS LESS THAN 8" SECTION A -A SECTION B-B IN THICKNESS #5 TIE BARS X 30" SHALL BE USED. FOR TRANSVERSE JOINTS TIE SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS BARS SHALL BE ON 36' CENTERS WITH NO LESS THAN 2 BARS PER SIDE ON SMALL REPAIRS OR REPLACEMENT PANELS. 4. TIE BARS AND CORROSION -RESISTANT DOWEL BARS SHALL BE PLACED IN ACCORDANCE WITH WSDOT STANDARD GENERAL NOTES: SPECIFICATION 5-05.3(10). JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL 5. DOWELS SHALL NOT BE USED WHEN PCC NOT BE LESS THAN 3/16- IN THICKNESS AND SHALL BE EXTENDED 2- BELOW THE GUTTER LINE. 1/2- PANEL IS LESS THAN 8" IN THICKNESS. THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL EXTEND 1" BELOW CONCRETE. 6, NEW PCC PANEL SHALL MATCH WHERE THE SIDEWALK 15 TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLO THICKNESS OF EXISTING CONCRETE JOINT. 1/2-X 5- EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S TO P.T.'S AT ALL CURB RETURNS, PAVEMENT. 1/2-X4" EXPANSION MATERIAL SHALL BE PLACED AT EVERT FOURTH SIDEWALK PANEL. THE CONCRETE MIX FOR SIDEWALKS SHALL CONFORM TO THE REDUIREMENTS OF CLASS B (3/4-) WITH AIR 7. FULL PCC PANEL REPLACEMENT IS NOT ENTRAINMENT. �'C.Y, p PAVEMENT MARKING NOTES REQUIRED WHEN OVERLAID WITH ASPHALT U �T _ 109 PAVEMENT. THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 2 1/2" TOOLED FINISH. PUBLIC WORKS � SUBGRADE COMPACTION SHALL BE 90%(MODIFIED PRDCWR). TYPICAL SIDEWALK DEPARTMENT Mahi'n �FPaStuchil/5/2020 �SY p ADOPTED N11-8B8131FD98B449D- DATE TYPICAL PATCH FOR RIGID STD. PLAN - 111 C" CITY OF RENTON • PUBLIC WORKS PAVEMENT WITHOUT ASPHALT � . I,)(: I i I > STANDARD PLANS NTS DEPARTMENT CONCRETE OVERLAY /o- GST DATE:04/04 COR STD PLAN 109 -PAVEMENT MARKING NOTES 4 _ �......., �.. nwr. NIAAdF• Fnn7 ¢v PArP• Fnn7 NT 3 FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER COR STD PLAN 110.2 - REQUIRED SAWCUT GRIND AND OVERLAYS COR STD PLAN 111 - TYP PATCH FOR RIGID PAVEMENT WITHOUT ASPHALTS COR STD PLAN F007 - TYP SIDEWALK SUPER CENTURION LUGS. AND 4" MAIN US PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 9-8REE B 4" SQUARE 4 1/2° 4.875" x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG 7'-0- 9'-8" SHELTER LEG 5x5'x6" THICK CONCRETE PAD AROUND ---� TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. 1'-a" 1 -4 7-0 1 -a "• - -_•< - - - HYDRANT. FINISH TO MATCH SIDEWALK. STANDARD 8" TOP SECTION WITH REGULAR BASE a" SQUARE - _ srEM wau 0o SECTION LENGTH TO FIT. VALVE NUT EXTENSION SHELTER EXPANSION JOINT AT °ij4• caNCX:ETF °• { ff).° L1 P • • ; ['7. °- BACK OF SIDEWALK AS REQUIRED. CURB LANE A LANE r/a°acoNCRErE ° ufER cRou NDwU ° a• 2 CURB LANE LANE LANE CURB LANE O SCORE NE 1,.r, . y LIFER GROUNDING PER a PER D111 s ueuP CONCRETE SIDEWALK r7 a e ° _ on1 SNBUP LOCATION LOCATION FOR B30' • RAISED PAVEMENT MARKER TYPE 88-A FOR ES FOOTING, e - SERIES FOOTING �OR PLANTING STRIP STIMSONITE TWO-WAY BLUE REFLECTIVE EXCEPT FOR THE "0 Ti ••. n. v c• •.° 5• A SERIES FOOTINGS e CENTER CENTER --- ----- Ore --- TYPICAL LEG DETAIL TYPICAL LEG DETAIL IN IN @ CORNER FOR B-SERIES FOOTING ® CORNER FOR B30 > 36" MIN LANE LANE SERIES) (EXCEPT B30 SERIES FOOTING COVER CONCRETE BLOCKING B21 FOOTING DETAIL %5_ SCALE: NONE ___ TYPICAL LEG DETAILS FOR B-SERIES FOOTINGS 8 , a [ SCALE: NONE --- 01. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE FOLLOWING WSDOT STD. PLANS, EXCEPT CROSSWALK 1/2"X4" EXPANSION MATERIAL MARKINGS AND STOP BARS SHALL BE PER CITY OF RENTON STD. PLANS 127 AND 128. WSDOT STD. PLANS NOT 1/4"R AT JOINTS INCLUDED BELOW SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. PORTLAND CEMENT CONCRETE (PCC) SHALL MEET THE MATERIAL AND CONSTRUCTION REQUIREMENTS OF WSDOT 1/2"X4" EXPANSION MATERIAL CEM. CONC. CURB AND GUTTER M-3.10-04 LEFT TURN CHANNELIZATION STANDARD SPECIFICATION 5-05 1/4"R AT JOINTS M-3.20-03 LEFT -TURN CHANNELIZATION REDUCED TAPERS SAW CUT SHALL BE VERTICAL - M-3.30-04 LEFT -TURN CHANNELIZATION TEE INTERSECTION AND BACK-TO-BACK TURN LANES SAW CUT SHALL BE VERTICAL AND IN STRAIGHT LINES ; M-3.40-04 TWO-WAY LEFT -TURN AND MEDIAN CHANNELIZATION } M-3.50-03 DOUBLE LEFT TURN CHANNELIZATION AN IN srRAlcHr LINES SCORE LINES TO TT RADIAL A W M-5.10-03 RIGHT TURN CHANNELIZATION TO CURB AND GUTTER i •' EXISTING CONCRETE W M-9.50-02 BICYCLE LANE SYMBOL LAYOUT PAVEMENT + M-9.60-00 SHARED - USE PATH MARKINGS 1/2"X4" EXPANSION MATERIAL M-11.10-03 RAILROAD CROSSING LAYOUT • " ' r SEE NOTES BELOW 1/4"R AT JOINTS SCORE LINES M-12.10-02 ROUNDABOUT PAVEMENT MARKINGS M-20.10-03 LONGITUDINAL MARKING PATTERNS SEE WSDOT STANDARD I. B 9 M-20.20-02 PROFILED AND EMBOSSED PLASTIC LINES SPECIFICATION 5-01.3(6) 6" I _ _ M-24.20-02 SYMBOL MARKINGS '- TRAFFIC ARROWS FOR HIGH-SPEED ROADWAYS AND NOTES BELOW MIN. M-24.40-02 SYMBOL MARKINGS - TRAFFIC ARROWS FOR LOW -SPEED ROADWAYS 1 6" MIN. "W"-W DTH OF SIDEWALK ---- M-24.60-04 SYMBOL MARKINGS MISCELLANEOUS EXISTING COMPACTED BASE SIDE OF TRENCH 12" MIN. LONGITUDINAL PAVEMENT MARKINGS SHALL CONSIST OF PROFILED AND EMBOSSED METHYL METHACRYLATE SIDE OF TRENCH (MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKSITRANSPORTATION. CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.9(3)), GRAVEL BORROW (9-03.14(1)) PER COMPACTED CRUSHED SURFACING PAVEMENT LETTERS, AND RED/GREEN PAVEMENT BACKGROUNDS SHALL CONSIST OF METHYL METHACRYLATE WSDOT STANDARD SPECIFICATIONS OR NATIVE TOP COURSE. (Ii OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKSITRANSPORTATION. MATERILA IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 95% MODIFIED PROCTOR. PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL CONSIST OF THERMOPLASTIC, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. THERMOPLASTIC SHALL CONTAIN 3M 50/50 WET/DRY ELEMENTS, OR APPROVED EQUAL. IF INSTALLED ON CONCRETE, PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL BE 3M STAMARK ALL WEATHER TAPE 380AW SERIES, OR APPROVED EQUAL. 1/2"X5" EXPANSION MATERIAL CURB RETURN LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF PAINT SHALL BE USED FOR MAINTENANCE PURPOSES, OR 1/4"/1 SLOPE ONLY 1/2"R /� 1/4"/FT. SLOPE UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. PANEL REPLACEMENT DETERMINATION NOTES: 1/2"R 4" / t/2"R PAVEMENT AS PER PLANS LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF RAISED PAVEMENT MARKERS SHALL REQUIRE APPROVAL FULL CEMENT CONCRETE PANEL REPLACEMENT: 1. TRANSVERSE JOINTS FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. IF APPROVED, LONGITUDINAL LANE MARKINGS SHALL FOR CEMENT CONCRETE SURFACE STREETS, THE ON CENTER ERM. X IN WSDOT DOWEL BARS - FOLLOW WSDOT STD. PLAN M-20.50-02 LONGITUDINAL MARKING SUBSTITUTION W/RAISED PAVEMENT MARKERS. ON CENTER MEETING WSDOT STANDARD MINIMUM RESTORATION SHALL BE FULL PANEL SPECIFICATION 9-07.5. J REPLACEMENT, IF ONE OR MORE OF THE FOLLOWING 4" PAVEMENT AS PER PLANS CONDITIONS EXIST: 2. LONGITUDINAL JOINTS PARKWAY STANDARD CEM. PAVEMENT SURFACE AND AIR TEMPERATURE AT THE TIME OF PAVEMENT MARKING APPLICATION SHALL NOT BE p5 TIE BARS X 30" 0 36" ON CENTER STANDARD CEM. CONC. CONC. CURB AND LESS THAN 50' F. CURB AND GUTTER CONDITIONS ADDITIONAL REQUIREMENTS ALL BUS ROUTES ALL INTERSECTIONS PLUS ONE PANEL BEYOND THE CURB RETURN 40% OR GREATER OF EXISTING PANEL REMOVAL EXCELLENT CONDITION (BASED ON VISUAL AND/OR NON -DESTRUCTION TESTING PRINCIPAL, MINOR, COLLECTOR ARTERIALS AND ALL STREETS IN CBD WITHOUT BUS ROUTES _ 10' B11 FOOTING DETAIL %21 SCALE: NONE 1'-4" 7'-0" 1'-4" 7'-0" 1' 4" b.. ° • . a 4/4"aC(1VCRETE� g'a . SCORE .LINE jTAF) e • tl -4" r-o" 1V-4" 7'-0" 1'-4" ___ [ 7' �/4" CORCWE •d [ ] _q .1 ° a �iCORE 'LINE ITY l A. -- • •I • • A° <a, •• d I I a•• ,•a • 4. CONCRETE THRUST BLOCK MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. 16" x 8" x 4" MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK CONCRETE BEARING 1' ABOVE BOOT FLANGE. PLACE 8 MIL BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND LEVEL ALL GROUND MIN 3' RADIUS MIN 3' RADIUS 5'-0' 8,-0" 5-0' �• • ' 2'-8• FOR F50 AND F30 FRAMES. m' • SAME AS "B" FOR OTHER FRAMES GENERAL NOTES: 44 B12 FOOTING DETAIL r_31 e, > 7SCALE: NONE --- F • a • A 1 "'1" INDICATES AREAS FOR FUTURE SHELTER LEGS AVOID 1 ONE MAN ROCK TIRE LTIRE LTIRE LTIRE o o D108 PLACING REINFORCEMENT IN THESE AREAS 12'-8" O6 1 1 TRACKS TRACKS TRACKS TRACKS7 3LLo b" a ° 8„ 2 FOR SITES WITH SLOPES LESS THAN 05% IN 'A' DIMENSION, 1 Fj 4'-4" V-4- 4'-4" 1'-4" 4. a , • GREATE •° - e.• INCREASE DIMENSION AT MIDDLE OF FOOTING BY 1' TO v 6 1E5I 1 -4 (TMP') ASSURE PROPER DRAINAGE OF SURFACE WATER, Z6" CONCRETE PAD a4 p ° 3. JOINT PER DIET101 TO ISOLATE EDGES FROM 6" CONCRETE PAD PAVEMENT, SIDEWALKS, OR OTHER STRUCTURES. g --� _- ___ " •SEE NOTE T .e-4, WHEN USING B-32 FOOTING WITH DOUBLE FRAMES, USE A 14 •/ m o LONGER BEARING SHOE TO SUPPORT THE FRONT MIDDLE LEG T� �•� c 1/4• C044CRETE �� (BY METRO). � \ * TYPICAL 4-LANE ROADWAY CONFIGURATION SCORE LINE (TIP) B30 SERIES FOOTING DETAIL / / \ 5. SEE BET D111 FOR CONDUIT AND GROUNDING WIRE, CUT FILL • SCALE: NONE --- ' GRADE NON -PAVED 6. FOOTINGS SHALL BE PLACED TO ENSURE THE SHELTER IS A 9 A I ; SURFACES To 3" 'A' (SEE TABLE THIS SHEET) MINIMUM THREE FEET FROM FACE OF CURB TO THE VERTICAL c S BELOW BACK AND STRUCTURE; WHICH INCLUDES THE CANTILEVER OVERHANG HYDRANT LOCATION I N CUT 0 R FILL - _ • ° • - - � e SIDES TO KEEP SOILS + NOTE: FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION APPLIES. A p, a AwAr FROM FOOTING REQUIRED AT SOME RACE FOOT NG EEL AND EDGE OF THE SHELTER IF PLACED REVERSE TO CURB. B °e SITES (NOTE 2) WITH PAVED SURFACES KEEPING THE THERMOPLASTIC/PAINTED BARS CENTERED ON THE LANE LINES AND ' m (NOTE }) 7. GRADES SERIES FOR USE WITH STEM WALL IN AREAS WITH RUNNING a GRADES OF 6% OR GREATER, IN THE CENTER OF TRAVELLED PORTION OF THE LANE TO MINIMIZE THE WEAR ONAIllnllll 111 - ---------- A. a \�Y THE THERMOPLASTIC/PAINT. " " =III II III III - 'll III=Ilr=III=11 ,/z • PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 nl III II- -' III- Ill Ns KEBABS ®1r O.C.EACH WAY, + "�� T� DEPARTMENT FOR 7EB THICK SLAB CH n i~ `' • ` -, [) i � �-° • •'a[•1 - F4 KEBABS O 16" O.C. EACH WAY, N/ �I,1�� MARCH 2010 e•. - - • FOR 1/2" THICK sue LONGITUDINAL B13 FOOTING DETAIL �1 SECTION n NTS SCALE: NONE --- SALE NONE --- FIRE HYDRANT ASSEMBLY 8 I KCMT 2021-2022 STANDARD DETAILS METRO TRANSIT CAPITAL DIVISION =022 6 TRANSIT PASSENGER FACILIITES - IMPROVEMENTS N. King County W-423503 T-423514 R-423520 STANDARD SHELTER HGN6 "wwnars bBIQW METRO D103 CallbePorey,,dig. "cIw"cro FOOTING PLANS, SECTIONS $6% aE" AND DETAILS 20 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DRAWINGS HAVE BEEN REVISED PER CONTRACTOR'S CONSTRUCTION RECORDS Y o STD. PLAN - 127 PUBLIC WORKS THERMOPLASTIC/PAINTED E THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED + � � Rov. �j DEPARTMENT CROSSWALK CONSTRUCTION DRAWINGS PREPARED BY LPD ENGINEERING, AND HAS BEEN �Ivx° D TE EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS REFLECT ASBUILT CONDITIONS BASED ON NTS CONTRACTOR DOCUMENTED FIELD NOTES AND REDLINES. NTS COR STD PLAN 127 - THERMOPLASTIC/PAINTED CROSSWALK5 GUI Y KC METRO D103 - STANDARD SHELTER FOOTING PLANS, SECTION AND DETAILS 7 y mow° j 2 CSI-2 LCS /13/2 SURVEYED: SCALE: DATE: 1932 First Ave o HORIZONTAL: NAD 198 /11991 C SARTORI ELEMENTARY SCHOOL 4 1 s 2024 Know what's below. 3 CSI-3 LCS 24 2 CITY OF Suite 201 � �, DESIGNED: �v /-�- FIELDBOOK: Seattle, WA 98101 4 CSI-4 LCS /15/2 315 GARDEN AVE N PAGE: Call before you dig. p. 206.725.1211 2; 5,z1 w 5 CSI-5 LCS /29/2 DRAWN: ONE INCH RENTON RENTON, WA 98057 Dial 811 f, 206,973.5344 �oA�R�cl TER�� ��� 6 CSI-6 LCS /11/2 CHECKED: DATUM DRAWING No: Ts•It ALA �2 - IFAT FULL S NOT ONEINCHPlanning/Building/Public Works Dept. DETAILS AND NOTES C4.2 engineering pllc WWW•Ipdengineering.com O4b NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: 24 OF:29 1 I 24N II p8';(TYP.)-(STRIPE _____ 4 __ ___ ql z ____ ti a 9 B22 FOOTING DETAIL %61 6°MIN.(TYP.) U (iYP.)-OPEN ~, SCALE: NONE --- LANE (TYP.) LANE B"(TYP.)-STRIPE 44. 4 LENGTH 'A C NC TE 0 RE A GUTTER LINE LINE 1' a --- •, }'-B• FOR 120 FRAMES I FOOTING DIMENSIONS FOOTING TYPE SHELTER FRAMEJLENGTH TYPE WIDTH '8 SLAB THICKNESS 'T' 311 PER PLAN 7 0' 7 1/2" 912 PER PLAN 7 0' 7 1/2" B13 PER PLAN 9 8"7 1/2" B21 PER PLAN 4'-4' 14" B22 PER PLAN 4'-4' 14" B31 F11 9'-0" 6'-4' 7 1/2" B31 F21 9'-0" 4'-4' 14' B31 F31 OR F51 9 -0" 4' 4' 14' 932 F12 17'-4' 6' 4' 7 1/2• 932 F13 12'-0' 9' 0' 7 1/2' B32 F14 17'-4' 6' 4' 7 1/2•' B32 F22 OR F52 17'-4 4'-4' 14" B32 F32 17'-4" 4' 4' 14" N 00 O N N F, LJ 0 T Q J a CN O N n v i N O W NOTES 4' - 0" MIN. - q 4'- 0" MIN. - q SEE CONTRACT PLANS SEE CONTRACT PLANS 1. At marked crosswalks, the connection between the landing and the EXPANSION 3/8" EXPANSION PEDESTRIAN CURB - 3/8" (IN) (TYP) JOINT (TYP.) -SEE roadway must be contained within the width of the crosswalk markings. JOINT (TYP) -SEE SEE NOTE 9 PEDESTRIAN CURB - STANDARD PLAN F-30.10 ' SEE NOTE 9 STANDARD PLAN F-30.10 2. Where "GRADE BREAK" is the length the ' NOTES A CURB RAMP, LANDING, C(R- 1.. Permanent Detectable Warning jUr%gm (OVIfS) shall extend the full width of the curb tam g P. THROUGH OR LwALMNAY 18ndln Or Olfler roadway entrance ■8 Treble_ C<]foa an: ff the klenMfeClUn:r Of the p C DETECTABLE W,4RWING 9• Y aPPT Ptt E IIW. NAIL i SURFACE(DWSJ - DVUS rebuir@5 6 Gorlorele bOrdOf around Ills DIfV$. 9 varielriGe al up t0 2' (IRj orl ea0h Oid9 -'--•'^ - E I SEEDETAILTRN SEE N� 3 of the DINS is permitted. NOTES A CURB RAMP MOTH 4'-P MIN. LANCING 74 MATCN A 4' -P MIN. 1, At marked Crosswalks, the connection between the curb ram and the road. CURB RAMP MATH - SEE CONTRACT PLANS MI RAMP MATCH LANDING TO MATCH CURB RAMP p way must be contained within the width Of the crosswalk Markin s. LANDING WIDTH - SEE CONTRACT PLANS y g I I GRADE BREAK I 2. Where -GRADE BRFAK" is railed ouL the entire length of the break called out, entire of race LANDING g g LANDING break between the two adjacent surface planes shall be flush. A 1.6D" 2.4P �� THIS SHEET `-"` I `- grade LANDING CURB RAMP GRADE BREAK between the two adjacent surface planes shall be Push, IN B 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- B 005 - 2- Permanent Detectable Warning Surfaces (DWS) shall be placed on a mnimurn 4" (in) 4� A j Q - D - C OAS' 0.f)P thick concrete pad. the DWS panel shall de placed adjacent to the GB[1L 0(the Curb and GRADE BREAK 5EE CONTRACT PLANS - .0"MIN. CEMENT CONCRETE SEE CONTRACT PLANS SIDEWALK. -BEE NOTES 3. not pleas Gratings, Junction Boxes, Aoce%s Covers, on other appudan- SIDEwALK Dances on an art of the Curb Ram or Landing, or in the Depressed GUTTER P P g' P 1 /�y with na more than a 2" (In) gap between the DWS and the back of the curb mosslred at BACK OF CURS ^ L <'' p' MIN antes an any part of the Curia Ramp or Landing, or In front of the Curb an W CURB AND * * jr C t Curb and Gutter where the Landing connects to the roadway. ( D 0.9" 1 a0" ............. ` SEE NOTE 2=° riii Y - d• MIN. the center of the DM1hfS panel. Exception: R the Manufacturer of the selected DM75 requires TRUNCATED DOZE } PROVIDE SMOOTH TRANSITION Ramp where it connects to the roadway. M SIDEWALK 3" R. 4 See Contract Plans for the curb design specified. See Standard Plan 1 1 I BECTI F-10.12 for Curb. Curb and Gutter Depressed Curb and Gutter, and P CURB AND GUTTER Pedestrian Curb details. CURB RAMP CURB RAMP CURB RAMP DETECTABLE WARNING SURFACE - 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. 4'- 0" MIN. - ____ _ - TYP, OF ALL 5:2c:? a canarete Wral around %a DWS, a vori"oe of up to 2" (in) from the hax% 4f ttte'Wrb � } � APPLICATIONS A permitted (measured at the leading Comers of the D4VS panelj. TRUNCATED DOME SPACING T SEE NOTE 3 3, he re'M5 U1 truncated domes shall QB aligned to be pafalRel t0 the d12C6P-1 Of travel, . SEE STANDARD SPECIFICATIONS and perpendicular 10 the grade break at the back of curb. FOR COLOR OF SURFACE CEMENT CONCRETE r TO SIDEWALK LM pTH 7 - 0• SIDEWALK -SEE NOTE 5 I FTYP) SEE CONTRACT PLANS - I YIN. SEE CONTRACT 4 Bee Contract Plans for the curb design specified. See Standard Plan }III 4•-t!' MIN. MANS - a'. p• hqx Depressed F-10.12 for Curb Curb and Gutter, ep essed Curb and Gutter, and - - PetlestnaD Culls details_ FLARE (TYP,) 3rS' EXPANSION SUFFER WIDTH -MATCH JOINT Ml-,) - $EE 1 . TO CURB RAMP' DEPTH 5� SEC Standard Plan F ,-,�I.10 for (.•BmBnt (.'OntrE1E Sidewalk DB1215. 5`{'e $TANOARD PLAN F.sp.10 ME EXPANSION CURB RAMP (TYP.) I r^ 10 O SEE CONTRACT PLANS le- DETECTABLE WARNING SURFACE - 4'- 0" MIN. - SEE STANDARD PLAN F-45.10 See Contract Plans for width and placement of sidewalk. SEESTANDARD PLAN F-45.10 SEE CONTRACT PLANS FACE OF CURB GUTTER 6. The Bid Item "Cement Concrete Curb Ramp Type does not include 4. Of curb and U lter are not seFd, such as a Shared-uaa path ,cur, rodbur, the Delectable O DTH OF CMRe RAMP, 9 Pro MATCH T NI TRUNCATED DOME DETAILS •r - VVdmi CURB AND GUTTER '', AN DING. CIIi-TNRDUGN t)R fro Surface Shall t'e pieced et the paVerrrBflt edge. JOINT TYP. -SEE v, Contract Plans for width and placement of sidewalk. ( } v, ! u- 87ANQAR6 PLAN F-i0.ia BREAK K BUFFER, IF 6. The Sid (ism-Gemern Concrete, Curb Ramp Type - does. net Include cite BREAK TRANSITION TO ACK ^' ` FACE OF CURB DEPRESSED CURB AND _" DEPRESSED CURB AND GUTTER � the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, J CROSSWALK CROSSWALK Pedestrian Curb, Sidewalks.' Y .Y'ALKViAV 3_ n� Standard Plane for sidewalk and CUrta ramp detaBB_ GRAMME" PPAiSENT, OR TO BACK OF CURB [rvP.l-• '0 adjacuant Curb, Curb and GDNBr, Depressed Curb and Gutter, Pedestrian OF ^: ar.: SEE CONTRACT PLANS •r:. Curb. or Sidewalks.Cq V or o .. 7. The Curb Ramp length is not required to exceed 15 feet (unless otherwise Cl ' DETECTABLE WARNING SURFACE DETAIL 6- If a curb ramp is required, the location of the IDetecWtie Waning Surface must be at OFFSET this bottom of the ramp and within the required distance from the rail crossing, __ __ i1. _ „ --------* # !!� -' 1!! it * * -' 1 ""' 7� The Curt Ram le required to exceed 15 feet (Unla'ss shown --- --'-` `-` " � `-` P length 1G not z --- - shown in the Contract Plans). When applying the 15-foot max. length, LANDING WALKVMY CURD DAMP `, BEE NOTE 7 CEMENTCONCRETE CURB, OR CURB - CURS. OR CUWB otherwise in the Contract Plans). Wfien applying the 15-foot max. ranger, s). w PLAN VIEW DETECTABLE WARNING SURFACE - PLAN VIEW '� TYPE PARALLEL A SEE STANDARD PLAN F-as.10 TYPE PARALLEL B the running slope of the curb ramp is allowed to exceed 8.3%. Use a single constant slope from bottom of ramp to top of ramp to match into the sidewalk m over a horizontal distance of 15 feet. Do not include abuttinglanding(s) s) in 4'-tl' MIN. 9( LANDING 7_ When the grade break between the I;11rt1 ramp and the landing is less than or equal m VAM OF 5 it, from the back of curb at all points, place the Detectable Warring Surface an the �- � � 'tt' ��'Y DDQDm D(IhB GUIt? ramp dtregly above 115a grade bfoak. AND GUTTER - PEDESTRIAN CURB - SEE NOTE 4 -- - - - I- - AND GUTTER - SEE NOTE 4 the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a DETECTABLE WARNING SURFACE - SEE NOTE 4 B I siri oonsi slope from bottom of ramp to bap of ramp to match into SEE STANLARD PLAN F-W14 FACE OF CURB DETECTABLE WARNING SURFACE- the landing over a horrzarltal distance of 75 feet Do not include the z the15-foot max. measurement. When a ram is Constructed On a radius, the 2 SEE CONTRACT PLANS GRADE BREAK P 15-foot max. length is measured on the inside radius along the back of the I, Me 1AMLRVWNY '• 'I, 4VALKNdAY ,J D 8_ Glued Or Suck down Detectable Warning Surfaces are allowed Only for temporal r I THROLN3fk(T1'P.) SEE STANDARD PLAN F•AE.fO FACE Of OURS abuttinglending In the 15-feel mQK, mEaSUrgmCnt. 0 1O CONTRACTION JOINT (TYP.) -SEE STANDARD PLAN F-30.1 walkwa CURB RAMP LENGTHS e COUNTER SLOPE TOP OF y y l" WDI'k Zane appllr;atiDns. i DETECTABLE WARNING / DEPRESSED CURB AND GUTTER d3.. C`.Urt3 Romps. and Landings Shall receive a bream finish See Standard MEASURED PARALLEL f' DEPRESSED OURS AND GUTTER - IL`, P TO CURB (TYP-) OROSOVKK BEE NOTE 4 CROSSWALK Speaf wtions 8.14. FOR GREATER THAN 8' - 0"PROVIDE CONTRACTION JOINT EQUALLY SPACED 4'-0"MIN. OC. * 5.0%MAX. ROADWAY 8. Curb Ramps and Landings shall receive a broom finish. See Standard SURFAOE IfJ4YG)- CURB RAMP -` •.' I �- Specifications 8-14. _ I` SEE NOTE 3 rl _ MOTH CF CUT -THROUGH t � ` 9, Pedestrian Curb may be omitted if the ground surface at the back Of the CEMENT CONCRETE PEDESTRIAN DEPRESSED CURB AND GUTTER - 9. Pedestrian Curb may be omitted if the round surface at the back of the LANDING SEE STANDARD PLAN F-10.12 Curb Ramp and/or Landing will be at t e same elevation as the Curb__ CURB -SEE NOTES > AND NOTE 6 Ramp or Landing and there will be no material to retain. SECTION O W BACK OF CURB [TYP.} _ FLARE - .. DIE 2'-P SINGLE DIRECTION CURB RAMP _ - ,s_ __- Nj -*r _:_:_ T-p• m `~ r-max f! 1 (GRAPE BREAK BETWEEN CURB AND MIN. a Curb Ramp andlor Lending will be at the same elevation as the Curb Ramp Or Landing and theta will not be material to retain. 6 1O OOIIrRACTION .FOtlNT (TYP)-SEE STANDARb PLAN F.90.10 x FOR CUFffi RAMP LENGTHS GREATER THAN a'-P PROVDE ¢ ACED 4`-0"MIN. OC. w PLAN VIEW CONTRACTION JdNT EQUALLY 5P PLAN VIEW 4'-tl'MIN. 15'-fY MAX. (TYP) LEGEND SEE CONTRACT PLANS SEE NOTE 7 SLOPE IN EITHER DIRECTION SIDEWALK 15' - 0" MAX. (TYP.) 4' -W MIN. 15' - 0" MAX. (TYP.) GRADE BREAK * OR FLATTER RECOMMENDED FOR LANDING s 5 FT. FROM BACK OF CURB) (SEE NDTEB) P - LEGEND BACK OF CURB - DETECTABLE IAAN2NNG DETECTABLE WARNING 1 CURB RAMP : LANDING OF TRAVEL �l o r MEELCHa1R DIRECTIM SEE NOTE 2 ` SURFACE 1�) - SURFACE (TYP.) - �_ - DIRECTION OF TRAVEL Wo SEE NOTE 3 I SEE NOTE 3 -- - - I WQTH Of CURB RN�P s TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND m DETECTABLE WARNING SURFACE- (SHOLMJ WITH BUFFER) SEE BTAYERNING SURFACE- ': _ SLOPE IN EITHER DIRECTION 1.5%OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAK .-. DESIGN/FORMWORK (2%MAX.) - n * * - � 7.5% OR FLATTER RECOMMENDED FOR DESIGN/ < 4YALrCNIkY _,, m I (TACK OF GURB - BACK Oi' CiMth - SEE NOTES 2 S B SEE NOTE 2 yq' ORP.DE BREAUC 4'_p^MRI. iS'-O'MAX. [TYP.) 1 a DEBIOHIFORMAORK j2% MAUL) SLOPE TREATMENT - SEE CONTRACTrIN PLANS SEE NOTE 7 COVNTER. SLOPE. - 7,5% OR FLATTER RECOMMENDED FOR LO M M-_ N3/8' GRADE BREAK - FORMWORK (8.3%MAX.) - SEE NOTE 7 ADE BREAK ... ,. SIDEWAL4�,7 * i -- PEDESTRIAN CURB - CURB RAMP ) - ()V Z IN EXPANSION JOINT TYP .. • SEE NOTE 9 LANDING 1 SEE STANDARD PLAN F-30.10 �G Oy WASy ill ., CURB RAMP •CR' 7,}�, I YADTH -OF' PERPENDICULAR CURB RAMP �'` , � � � `I'• _;:' i WALKWAY 1SEE NOTE GI ISLAND CUT -THROUGH -.. :;: - Z - a• j YADT#i 4F CURB FTAhIP, DETECTABLE WARNING DIN T ! LANDrNO.OR V'UfWJMAV 7 _ • • � '" DETECTABLE wARNVNG SURFACE �d - -�` ° '� 4 T W ' SEE NOTE$ 3 AND B 4T A6lIF(K, .t• \r '• .ehL:K SEE STANDARD PLAN F-30.1I i GRADE BREAK 5'��' * * OE81CrHT-0RMWORK (a 3sL MAX.) * Ah P OF ROADWAY O.S% OR FLATTER RECOMMENDED FOR { * k * DESIULLFORMWORK (10% MAX) I I • ' ' $ LANDING dURE RAMP 4} A I CURB RAMP LANDING 4P a _ 3/8" EXPANSION JOINT (TYP.) - 1 SECTION O - SURFACE tLri - .. , -' �`� _ -- TACK OF '• 7 aF CURB -'.,, SEE NOTE 3 _ I ,. I ,. CURB- �A � �:;, 5EE NDTE 2 z •5EE NOTE 2 T �.K4. 1 `C DEPRESSED CURB AND GUTTER - ` SEE STANDARD PLAN F-m.12 SECTION ^' rF SEE STANDARD PLAN F-30A0 INSIDE RADIUS AT BACK OF WALKWAY)SINffLE SECTION OB `v ,-., DIRECTION GURB RA1IP Z MEDIAN CUT -THROUGH DETECTABLE a w 5 + r I h 1 '�/ •e 4 o ` V(ALONG O V o 286eo o '�N�)STF-PF' (GRAM BREAK BETWEEN CUFth AND SURFACE COWS) 1 r O ?see4 4 •A+ zssea o C CEMFM CONCRETE CUFIR RAMP'TYPE CEMENT CONCRETE CURS RAMP'TYPE ,p <P,A Y, CEMENT CONCRETE GU I `� (ALONG INSIDE RADIUS AT HACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE F ,r G PARALLEL B" PAY LIMIT- SEE NOTE6 �', s/GOAT. F:� ao WIDTH OF SHARI '� QJ S Sb7`q v' LANDING > 5 FT FROM BACK OF GURB) SEE NOTES 3 a 6 F [9EENOTFSI = I - USE PATH OR Sy,G WALKl%1AY(TYPI.,^ Z0 T'• p _RPENDICULAR'A• PAY LIAR - SEE NOTES PERPENDICULAR ff PAY LIMIT - BEE NOTE A t'" 67ET` �' J' G PEDESTRIAN CURB Pl �� BEE NOTE OlL 10 O "CEMENT CONCRETE CURB RAMP TYPE CUI RAMP 4 _ AL CURB RAMP 'e a .,, l DETECTABLE WARNING SURFACE -- O PARALLEL A" PAY LIMIT - SEE NOTES Zeller, Scott Jun 24 2016 7:19 AM WALKWAY LANDING I r WALKWAY ti' I I � YAPmI OF CUT -THROW AD�.30, 2921 - ow" qre br,R .PeertLlb' SEE STIkNDARO PLAN FI8.f0 I Gs,n PARALLEL CURB RAMP STANDARD PLAN F-40.12-03 it') SHARED -USE f PATH an DETECTABLE WARNING ROUNDABOt1TSPLITER WALKWAY 18tA110 SURFACE = PAVEMENT SHOULDER STANDARD PLAN F-45.iff-D.•� _ PERPENDICULAR353 -CURB RAMP ••, BEENOTE4 "1 RIYP- SEENOTEDYURBANDDUTTER- STANDARD PLAN F-40.15-04 r SHEET 1 OF 1 SHEET PAILLID EDGE f '' °-0t SHEET 1 9F 1 SHEET _ SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Carpenter, leR e4,r�zeadea. ! iu.N .452r21I DETECTABLE WARNING 74;; L PATHPWY (➢V�1 M1 ,i �n `APPROVED FOR PUBLICATION ,, SURFACE DINS SEE NOTE 3 SURFACE ..4 BAOK OF OURS-DETE07MLE WARNING 9EE NOTE 2 ' 2D21 CEMENT CONCRETE CURB AND DOTTER- SEE NOTE a - APPROVED FORPUBLICATION Pate 27 OB25 c 144437 -07'aU ISOMETRIC VIEW ISOMETRIC VIEW � STATE DESIGN ENGINEER w"sh nPwn sine Department of Tmnspononon LAN SEE NOTES 3s4 ar..eQelc n z"E ��, ISOMETRI£VIEW ISOMETRIC VIEW ar.aTc orsrat Ni- CURB RADIUS DETAIL I g) Ww0* Nw 5xi i, I)x;r, ^'a T. ftmrr.tI TYPE PARALLEL A PAY LIMIT TYPE PARALLEL B PAY LIMIT • 11'aihwwlan /tom e.e"t1E�.:1 W Tr•nt••npe•w PARALLEL CURB -RAMP PEDE9TR1lLN RAILROAD CROSSING PLACEMENT GUIDELINES SHARED -USE PATH CONNECTION 19� xOTE p 4/ TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR B PAY LIMIT r N 0) WSDOT STD PLAN F-40.12-03 PARALLEL CURB RAMP WSDOT STD PLAN F-45.10-03 DETECTABLE WARNING SURFACE2 WSDOT STD PLAN F-40.15-04 PERPENDICULAR CURB RAMP c) O O 0 �w TOP OF POST r (INN PIPE CAP NOTES 1, See Standard Plan J-20.26 for Accessible Pedestrian Poshbutlan details. LL I J :Z I 2. Where shown in the install (R10.32P) "PUSH BUTTON FOR 2 SECONDS FOR EXTRA J ti F4 plans, plaque GROUNDING CONNECTION - CROSSING TIME" above the Accessible Pedestrian Signal (APS) assemtsly, Add 14" (in) M the PPB past height to F I SEE DETAIL i 6 accommodate plaque and leave a 2" (in) space between signs. METAL SUPPORT (`I V 8LFIE ACCESSIBLE PEDESTRIAN w 3. Moumirg distances Wary between manufacturers See manufacturers recommendations for mounting information L SIGNAL (APS) ASSEMBLY 4. Junction Box Serving the Standard shall prefers be located 5' - Cr 10' - 0" May from the Standard - g ( ) POST 6' -8' ON p CENTER SPACING, n-i i _ _ _ _ _ G 6- Supplemental Grounding Conductor shall he rron-insulated ir4 ANfG stranded copper and shall be clamped to vertical rehar I with a wnnaator shitatile for use embedded in concrete, Provide 3'- 0' min. slack. Altai to stud with a fug , I - MIN 5 HT. _ pole grounding FIELD DRILL AND TAP FOR ! circle cirril connector (crimped with a manufacturer recommended crimper). la i •� 10-20 THREAD BOLT P) _, d 6. Two button installation may require adaptor(sj. (/') J --I. - �OF PU SHBUrTON PIPE CAP 1B e 21fY'DLR. 31r2• *' -- - - --- - 14,ON)STEEL TOP OF POST STAINLESS STEEL tTYP.) 1l2 (IN) STEEL - - FIAT WASHER (TYP) PLATE PLATE 1 12 DIAM. BARRICADE FENCING LC) LLz 1 _ cr ONi r a. PM OIAiL nn�atr i 5+6• DIN) ONM. HOLE 30UARE ROLE (TYP.) - 5 - HOLE' DIAM HOLE ITYP.) _ PLA"'flE'" a,IIN)DrAM 4 91u( © 1/4"III-1-114"(Il*LONG YIN i (ORANGE CONSTRUCTION J FENCE) MIN 4' HT. � Q P BOLT CIRCLE Nl rSTAINLESS STEEL POST THREADEDSTDD Cal 0lY a - SURROUND TREE OR � LLJ �,' THREE OH 14E R I 0 Qr Ol7NDUCT IP AND F R CIRCLE $,EEL HEX (NU)TSTAINLESS OIAM. It 1 S. m 0 GROUP OF TREES AT (TY'P) 1 F 4 RYP.) . �. - (IN) Q- Qr CRIMP -OH CONNECTOR - CRIMPED BOLT CIRCLE _ 1611. A MANUFACTURER'S DRIP LINE 0R AS SHOWN FINISHED 11n- 39nB"(IN)DIVA. 3-014STEEL PIPE Tf (SCH STEEL PIPE RECOMMENCED CRIMPER GRADE HOLE (SCHEDULE40) (sCHEDULE40} ON PLANS C,� GROUNDING CONNECTION DETAIL BASE PLATE DETAIL ANCHOR BOLT TEMPLATE E WELD STUD TO POLE WALL TO MAXIMUM EXTENT _ POSSIBLE - 12 [IN) MINIMUM WELD CONFIGURATIONS VARY AMONGDIFFER£NTMANUFACTURERS U, STOP OF i EQUIPMENT EQUIPMENT GROUNDING SIDEWALK GROUNDING CONDUCTOR 5449 PLATE ASSEMBLY- NOTES: OONOIUCTOR 1f1' (INN DIAMETER SLEET NERVY HEX NUT, WITH FL06T • [ 1fJ' (INN FLAT MASHER, T4Y0 EACH REQUIRED PER ANCHOR BOLT -• MINIMUM OF TWO THREADS ABOVE I L • a �I � TOP OF Nun OR SB'pN)MAKIMUM (TYIP) 1. A 4 FOOT HIGH TEMPORARY FENCE MUST BE PLACED AT THE DRIP LINE OF 2 11(IM CLR V2" LIN) STEEL BASE PLATE di (TMf) PREMOLDEJUJOINTFlLLER .I- TREES PRIOR TO THE COMMENCEMENT OF CLEARING OR EARTHWORK. '' 112' (1 N} BASE PLATE - GROUT PAD - INSTALL 2 a4fTYp) SEE 1a -'--s��PUUNISING i sa rrP. 3,s•;IN)DRAINTUBE -° ( " NOTIFY THE CLEARING AND GRADING INSPECTOR TO GET BOTH THE . =x,=� ANCHOR BOLT TE LATEASSEMBLY T4PoF��RB =_�f '�' ANCHOR BOLT TEMPLATE -TWA REQUIRED e �•2'(IN)LONG p1•I+i' DONDDIT COUPgNO-INSTALL• .; PvcsTtlea'DT „ ✓ 1r2-(INI"24'lIN FULL THREAD ANCHOR •�-�5 . lABp 9 FLUSH MTN TOP OF FOUNDATION_ INSPECTION AND WRITTEN APPROVAL OF FLAGGED TREES AND TEMPORARY PROTECTION FENCING AROUND TREES TO BE SAVED PER THE APPROVED - of BOLT$ -FOUR REQUIRED F• (DONOTGLUEPVCSTUDIO ; E, ltrrcLR. TOP $Ef`TION B 5 a CLEARING AND GRADING PLAN. ELECTRICAL ND� FOJ(RREDIgIJIRFAM � ER ANCHOR BOLTEL HEAVY HEX S- -4- 41--• CTyR,} S°�'"' x ••I' 2. NO STOCKPILING OF MATERIAL AND NO VEHICULAR TRAFFIC ARE ALLOWED FLATRAT WASHERS -FOUR W S PER ANCHOR BOLT v 7A 4* ) �' -�- I-' i o WITHIN THE LIMITS OF THE DRIPLINE, THE TEMPORARY FENCING, UNLESS 4Aaz, SQUARE PRERIOLOEO �',F�FGl9-TBY'�C`, PREMO DED APPROVED BY THE ARBORIST. FILLING, EXCAVATION, AND CLEARING MUST BE 'TI pVAI T,� � SECTION A 1 ! ANCHOR ACCOMPLISHED BY HAND METHODS ONLY UNLESS APPROVED BY ARBORIST. EMPLATBAS^SEMELY 3. ROOTS OF TREES TO BE SAVED WHICH ARE DAMAGED DURING CONSTRUCTION REINFORCING STEEL BENDING DIAGRAM - s4D�1 ACCESSIBILE PEDESTRIAN SEE 3TD,$PECSECTN.I-0L,I2} PUSHBUTTON WITH FOR SENDING DIAMETERS CURB BASE MUST BE TREATED IN THE FOLLOWING WAY: FOR DAMAGED ROOTS OVER 1 IN DIAMETER, MAKE A CLEAN, STRAIGHT CUT TO REMOVE THE DAMAGED ,ss STANDARD PLAN J-20.11-03 - HOOK °o PORTION OF THE ROOT ALL EXPOSED ROOTS WILL BE TEMPORARILY ran Q (TY!'.1 �. r-S., _ I DIAMETER SHEET I OF 2 SHEETS I�A4 � APT-,OI FOR P cILIGATioN COVERED WITH DAMP BURLAP OR WOOD SHAVINGS TO PREVENT DRYING AND COVERED WITH EARTH AS SOON AS POSSIBLE. ELEVATION LF�.�N 'aba aw.Rl�l,�-P�pD DIMENSIONS ARE DDT TO OUT TYIsE RPB STANDARD DETAILS PERsr'Ecm�vE VIEW NTS TREE PROTECTION FENCING 6 T-423515 R-423521 DRAWINGS HAVE BEEN REVISED PER CONTRACTOR'S CONSTRUCTION RECORDS IN COMPLIANCE WITH CITY OF RENTON STANDARDS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY LPD ENGINEERING, AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS REFLECT ASBUILT CONDITIONS BASED ON CONTRACTOR DOCUMENTED FIELD NOTES AND REDLINES. NTS IT' WSDOT STD PLAN J-20.11-03 ACCESSIBLE PEDESTRIAN PUSHBUTTON WIT NOT USED 5 V U �ti ° 1)G� Know what's below. 1932 First Ave o Suite 201 �, Call before die. Seattle, WA 98101 2 CSI - 2 LCS / 13/2 SURVEYED: SCALE: HORIZONTAL: o ,g8 %1gs1 C � � C TY O R E N TO N SARTORI ELEMENTARY SCHOOL 315 GARDEN AVE N DATE: 4 16 2024 FIELDBOOK: PAGE: 3 CSI-3 LCS 24 2 DESIGNED: 4 CSI-4 LCS /15/2 5 CSI-5 LCs /29/2 DRAWN: ONE INCH you y g p. 206.725.1211 RENTON, WA 98057 DRAWING No: 2; 512, w Dial 811 f, 206,973.5344 �0 �� GI TER DATUM Planning/Building/Public Works De t. DETAILS AND NOTES C 4. 3 m 6 CSI-6 LCs /1 1 /2 CHECKED: AT FULL SCALE N0. REVISION BY DATE APPR l rn V+ engineering www•Ipdengineering.coin �ss� AL ,�I2l� IF NOT ONE INCH SCALE ACCORDINGLY p APPROVED: SHEET: OF: Clio O 25 29 f0 O n Y w J L- LO 0 N DETECTABLE WARNING SURFACE PER W WSDOT STD PLAN F-45.10-03 \c M M M m A ° p p 7.2q p 0000 0.8% o $5 p °\ °oo OOolooO° D � v J D D -d-d-d -dam-dam-d d, dd/.,, .D O dd d dd 'd. J �0 �d TC 37 48 6.0' 6.0' 1.5' ,� c� TP48 6.79D 0.5q p p 1--Q 7. 1 ° TC3 1 9z- - T -II TP9� y -37.5Q 37.5 7.5 p i 8.3 M.E. +37 y � y c1 CURB RAMP DETAIL A SCALE: 1 " = 5' MlGT.�i■ M.E. +34.9 1- -1 1 E. 5.6' - 1 r -T--T T-rT T- T 7.717. FX E. +35.0 I `� r o 000 0 /^S3, fr h o0000 1 oo �0000000 0 ° 0° ° ° as DETECTABLE WARNING d �°SOS SURFACE PER WSDOT M.E. +3�.4 /\�/// �o ��> °S °S STD PLAN F-45.10-03 J- -_1 0 ��� �•s. �9,1 1 `� M.E. +35.4 1 v o p og EX 8.3 1 r +35.6 1 D .. D 2.91 % P P p p p M.E. +35.4 P P D. > Dp f 00 o\ cao t\5. D DD p p p p .D It-IQv I °000 ° D 35.58 D 35.54 D° D ... _ 2 3q o°00°0 S' o �Cococ _ - - ° 4.7' s' o00 )000 1. 6� p ° 6 3, D 2 �% ° n sn ° o 635.48 D E60.��9 ME/� /� / V \ ^ l JAI o M.E. +3�.81 ME 35.60 p D D , 8.0 ° 7.9 u u s o j 0 67 I 0.67 M.E. M.E. +35.6 o I P 9 H U CURB RAMP DETAIL D SCALE: 1 " = 5' DRAWINGS HAVE BEEN REVISED PER CONTRACTOR'S CONSTRUCTION RECORDS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY LPD ENGINEERING, AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS REFLECT ASBUILT CONDITIONS BASED ON CONTRACTOR DOCUMENTED FIELD NOTES AND REDLINES. � Know what's below. � Call before you dig. Dial 811 1932 First Ave Suite 201 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering p I I c www.lpdengineering.com °S 1 P ,, 0F WASgl��� tee• a� C:� 21 5121 BSI P@d/AA � � t t Cl 0 od �-1 d sus os M M M -57 \ SAVE AND PROTECT POLE BASE V `' / 1 DETECTABLE WARNING SURFACE PER 1� WSDOT STD PLAN F-45.10-03 ^I 1MM M A \ IM 1"1CT A 11 n J IF DETECTABLE WARNING- c� SURFACE PER WSDOT STD PLAN F-45.10-03 I I SCALE: 1 " = 5' T I MET, °S °S M P Tye d f L o i i � y y v D i\1 p D D `2 w P D Z o I TT P F 1 � 1 sas ouo CURB RAMP DETAIL E z SCALE: 1 " = 5' METP 37.0 ° °� p v M. E. +37.4 D0000 OQOO � p D ° D 1 ✓�}Ip 1- l v p cfl ^ . -d d d d d ---d�D I. 1�1 D ° d d 11� p �d 4. Z5 oy� . 1 1 1p �\ 0. ✓/o o p METC 37.82 P d d0.69 g p dd D METP 37.434.5 d °j D 0.0Z �° o I v i ce D D p p v d d- -R d � D° v cv D ° p v v p p v D �+ -M.E. +371.. D v°v ^I IMM M A \ AM P'1CT A II n SCALE: 1 " = 5' R-423522 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 00 0 N N •+E r 0 0 N O O O i Q J 2 CSI-2 LCS /13/2 SURVEYED: SCALE: DATE: HORIZVONTAL: � 1983/1991 AlOW4116CITY 0 F SARTORI ELEMENTARY SCHOOL 4 16 2024 Cn 3 CSI-3 LCS 24 2 DESIGNED: 4 CSI-4 LCS /15/2 315 GARDEN AVE N PAGE:FIELDB00K: J 5 CSI-5 LCS /29/2 DRAW". ONE INCH T RENTON RENTON, WA 98057 PAGE: DA U M DRAWING N0: 6 CSI-6 LCS /1 1 /2 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. FRONTAGE CURB RAMPS C 5.O mi NO. REVISION BY DATE APPR C NOT ONE INCH ♦♦^^ APPROVED: SCALE ACCORDINGLY SHEEr: 26 OF: 29 v, a 04 N O N n N a0 C) O O O N N on OS v a N O N n N a0 C) O O O N N on OS v a CITY OF RENTON TRANSPORATION NOTES Ln C'7 N T .� pE pNS �Q�Eo �l gEE SURFpcE �``s PR Nwl �° ors °F c� s� lZE �oca� E� oN Nw v �puc pC �pNS� Np Q�yc oN P�p�? P_ 11-1 P-per[ ■ SS _SS ■ D SS - SS T T��1^�P P - T�T�T�_' EX R/W 0 P P - P - P - P - P - P P P -P -P -P -P - P �I0 m m o IN of IN TRAFFIC SIGNAL MODIFICATION CONSTRUCTION NOTES I ASS= SS �SS�� I I S1 EXISTING TYPE 111 SIGNAL POLE TO REMAIN. REMOVE EXISTING PUSHBUTTON ON WEST SIDE OF POLE. CONTRACTOR SHALL PLUG REMAINING HOLE WITH CITY APPROVED METHOD. S2 CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.1 1-03 AND SIGNAL POLE CHART, THIS SHEET. FURNISH AND INSTALL TYPE PPB POLE. FURNISH AND INSTALL NEW APS PEDESTRIAN PUSHBUTTON ON NEW PPB POLE. PUSHBUTTON SHALL FACE SOUTH, PARALLEL TO CROSSWALK. ®CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.1 1-03 AND SIGNAL SPOLE CHART, THIS SHEET. FURNISH AND INSTALL TYPE PPB POLE. FURNISH AND INSTALL NEW APS PEDESTRIAN PUSHBUTTON ON NEW PPB POLE. PUSHBUTTON SHALL FACE NORTH, PARALLEL TO CROSSWALK. OINSTALL NEW TYPE 2 JUNCTION BOX WITH SKID -RESISTANT LID PER WSDOT STANDARD PLAN J-40.10. OREMOVE EXISTING JUNCTION BOX. FILL AND COMPACT VOID. INTERCEPT AND EXTEND EXISTING CONDUIT TO NEW JUNCTION BOX. IF SUFFICIENT SLACK IS NOT AVAILABLE, CONTRACTOR SHALL PULL NEW CONDUCTORS FROM NEAREST SPLICE POINT OR CONTROLLER CABINET. O EXISTING SIGNAL POLE TO REMAIN. PROTECT DURING CONSTRUCTION. OEXISTING CONTROLLER AND SERVICE CABINET TO REMAIN. PROTECT DURING CONSTRUCTION. O5 EXISTING LOOPS TO REMAIN. PROTECT DURING CONSTRUCTION. JpR • T.. T O EXISTING LOOPS NO LONGER IN USE. � : •oF WA,s, OEXISTING LUMINAIRE POLE TO REMAIN. PROTECT DURING - CONSTRUCTION. la_ T E N W 56329 FS;Transportation Engineering NorthWest AL • `� Transportation Planning I Design I Traffic Impact & Operations 1 1400 SE 8th Street, Suite 200, Bellevue, WA 98004 1 Office (425) 889-6747 04 1 ^ 2024 Project hone:425-250-0865 ra, P.E. NO• EX PHASE DIAGRAM 01 NOT USED NOT USED 05 NOT USED 1. ALL EXISTING TRANSPORTATION INFRASTRUCTURE FEATURES SHALL BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I.E. JUNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS). 2. ALL TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE. 3. ALL EXISTING OR PROPOSED TRANSPORTATION INFRASTRUCTURE WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS (I.E. JUNCTION BOXES SHALL HAVE NON-SKID LIDS). 4. ALL NEW TRAFFIC SIGNALS SHALL BE CONSTRUCTED WITH FIBER COMMUNICATION CONNECTION TO CITY OF RENTON TRANSPORTATION FIBER OPTIC NETWORK. 5. ALL TRANSPORTATION INFRASTRUCTURE FEATURES THAT ARE TO BE REMOVED AND REINSTALLED AT A LATER DATE SHALL BE REINSTALLED TO CURRENT STANDARDS. 6. ALL CONDUIT SHALL BE PVC SCHEDULE 80. 7. SIGNAL POLE, LUMINAIRE POLE, AND CABINET FOUNDATIONS SHALL BE 4000P CONCRETE. 8. ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIGNAL POLE FOUNDATIONS SHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION. PROPOSED OR EXISTING SIDEWALK SHALL BE CONSIDERED PART OF THE FOUNDATION PAD. FOUNDATION PAD SHALL BE AT LEAST 2 FEET OFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLOWS OR UNLESS OTHERWISE APPROVED. 9. WHEN THE TRAFFIC SIGNAL IS OPERATIONAL, VEHICLE DETECTION SHALL BE MAINTAINED AND REMAIN FUNCTIONAL. NEW PERMANENT/TEMPORARY VIDEO DETECTION SHALL BE INSTALLED AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING VEHICLE DETECTION. 10. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION PRIOR TO FINAL ACCEPTANCE, CONTRACTOR TO COORDINATE INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE. SIGNAL GENERAL NOTES -T T=r" 1. ALL TRAFFIC SIGNAL AND PEDESTRIAN HEADS AND PUSH BUTTONS SHALL BE SECURELY AND COMPLETELY COVERED WHILE NOT IN OPERATION. 3P�P-P-P T T r 2. JUNCTION BOXES SHALL BE PLACED OUTSIDE OF PAVEMENT SURFACE AND WHEELCHAIR RAMPS UNLESS OTHERWISE INSTRUCTED BY THE ENGINEER. � w-w W-"'-`" 3. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS AND THE CURRENT EDITION OF THE CITY OF RENTON STANDARD SPECIFICATIONS AND DETAILS. THE CURRENT EDITION OF THE CITY OF RENTON STANDARD SPECIFICATIONS AND DETAILS SHALL BE CONSIDERED PART OF THIS CONTRACT. 4. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. SD -SD- 5. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE INSPECTOR FOR MATERIALS APPROVAL THREE WEEKS PRIOR TO REQUESTED APPROVAL DATE. CONTACT ERIC CUTSHALL, CITY OF RENTON AT S 425-430-7423. 8 � 6. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE WITH AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. _ �e- 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY OF RENTON IMMEDIATELY UPON DAMAGE. 8. EXISTING FEATURES TO REMAIN UNLESS OTHERWISE NOTED. 9• ALL CONDUCTORS FOR SIGNAL HEADS, LOOPS, PEDESTRIAN HEADS, PUSHBUTTONS, AND STREET LIGHTS SHALL BE LABELED IN EACH JUNCTION BOX. N 3RD STREET 10. ALL SIGNALIZED CROSSWALKS SHALL BE OPERATIONAL AT ALL TIMES UNLESS FLAGGERS/POLICE ARE PRESENT TO ASSIST PEDESTRIANS. 11. SALVAGE REMOVED SIGNAL EQUIPMENT TO THE CITY AS REQUESTED, INCLUDING TRAFFIC SIGNAL HEADS, TRAFFIC SIGNAL CONTROLLER CABINET, MAST ARM STREET NAME SIGNS, AND OTHER ITEMS AS REQUESTED. CONTRACTOR SHALL DISPOSE OF ITEMS NOT DESIRED BY THE CITY. 12. CONTRACTOR SHALL PROVIDE TENW WITH REDLINE MARKUPS SHOWING ANY AND ALL CHANGES FROM THESE APPROVED PLANS FOLLOWING CONSTRUCTION. ;eoRg"oa G- -G-G-G • 13. SIGNAL POLE BASE PLATES AND FACE OF PUSHBUTTONS SHALL ALIGN WITH THE BEARING OF THE CROSSWALK IT SERVES. FAILURE TO ORIENT POLES/BASE PLATES -T-T-TWITH THE CROSSWALK WILL REQUIRE THE FOUNDATION TO BE�EMOVED AND RE -POURED BY THE CONTRACTOR. SEE SIGNAL POLE PLACEMENT DETAIL, THIS SHEET. -T OTGG TP=-T-T-T -T-TP TP- 14. CONTRACTOR SHALL CONFIRM PREFERRED TRENCHING/BORING METHOD WITH CITY OF RENTON PRIOR TO BEGINNING CONSTRUCTION. TP 15. TRAFFIC SIGNAL, ILLUMINATION AND INTERCONNECT CONDUIT SHALL BE PLACED SUCH THAT IT WILL NOT CONFLICT WITH FUTURE STREET TREE OR STRUCTURE N INSTALLATIONS. VERIFY CONDUIT PLACEMENT WITH ENGINEER PRIOR TO BEGINNING CONSTRUCTION. EX R/W 16. FOR SIGNAL SYSTEM COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE MANAGER, CONTACT ERIC CUTSHALL, CITY OF RENTON AT 425-430-7423. POLE PLACEMENT DETAIL SE CORNER OF N 3RD ST & PARK AVE N I =*1 t IT -it 00 Ct EX R/W 10" MAX S1 EX TYPE III 6.5' SIGNAL POLE >0000 S2 � °o°o °oo°0o 00000 ( NEW TYPE PPB ° ° °°° SIGNAL POLE °o °°o° INSTALL FOUNDATION PER WSDOT STANDARD PLAN J-20.1 1-03 AND MAXIMUM 10" FROM 0 5 CENTER OF POLE TO I I LEVEL LANDING. SCALE IN FEET SIGNAL STANDARD DETAIL *DIMENSION FROM ADJACENT LEVEL LANDING TO CENTER OF PEDESTRIAN PUSHBUTTON. i iE TYPE PPB POST STANDARD SIGNAL WIRING SCHEDULE (AFFECTED RUNS ONLY) RACEWAY CONDUIT SIZE VEH./BIKE DETECT. 2C(SH) PP8 2C(SH) PED. HEADIPPB 5C EQUIP. GRND. * CONDUIT FILL ALLOW. FILL (NEW) ALLOW. FILL (EXIST.) N0. EX. NEW EX. NEW EX. NEW EX. NEW 1 EXIST ** 2 3 2 2 1 - - - - - - --- 2 EXST 2 3 1 2 1 - - - - - - --- 3 EXST ** 2 3 2 1 - - - - - - --- 4 EXST 2 3 2 1 - - - - - - --- 5 2" SCH80 PVC 1 1 0.18 0.75 --- 6 2" SCH80 PVC*** 2 1 0.27 0.75 --- * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. ** OTHER EXISTING CONDUIT AND CONDUCTORS/FIBER MAY BE PRESENT. *** NEW CONDUIT SIZE, TYPE AND QUANTITY TO MATCH EXISTING. SIGNAL STANDARD DETAIL CHART STD. NO. ® REFERENCE ROADWAY FIELD LOCATION TYPE POLE ATTACHMENT POINT ANGLES DEG (DEG) REMARKS NORTHING FASTING G 1 G2 11 S1 N 3RD ST EX EX EX 111 EX EX EX EXISTING SIGNAL POLE TO REMAIN. RELOCATE EX PED. PUSHBUTTON TO POLE S2. S2 PARK AVE N 23+78.51 29.0' RT 180497.0778 1302005.6575 PPB - - 0 FOUNDATION PER WSDOT J-20.1 1-03. S3 PARK AVE N 23+73.0, 29.0' LT 180492.1961 1301947.5176 PPB - - 0 FOUNDATION PER WSDOT J-20.1 1-03. 5 20 0 10 30 SCALE: 1 " = 10' SIGNAL LEGEND EX NEW DESCRIPTION ®0 z p JUNCTION BOX TYPE 112,8 PEDESTRIAN SIGNAL HEAD EMERGENCY PRE-EMPTION DETECTION LUMINAIRE POLE SIGNAL POLE TYPE III � SIGNAL POLE TYPE II O O TYPE PPB POLE PEDESTRIAN PUSHBUTTON - - - - - - CONDUIT/CONDUCTOR ® SERVICE CABINET ® CONTROLLER CABINET OCONSTRUCTION NOTE SIGNAL POLE NUMBER/ CONSTRUCTION NOTE T-423517 R-423525 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM � CITY OF � � RENTON Planning/Building/Public Works Dept. SARTORI ELEMENTARY SCHOOL 315 GARDEN AVE N RENTON, WA 98057 TRAFFIC SIGNAL MODIFICATION PLAN N 3RD ST &PARK AVE N DATE: 03 31 2023 FIELDBOOK: PAGE: DESIGNED: rrr DRAWN: VNF ONE INCH _ � m DRAWING N0: TS-01 CHECKED:jTT AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY j Q REVISION BY DATE APPR APPROVED: /U SHEET: 29 OF: 29