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T-422102 D R-422129IN ial 811 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ' DEVELOPMENT ENGINEERING [Michael Sippo 04/12/2023 RFI-319 3/02/2 SURVEYED: HORIZONTAL: 198 /199, LINDBERGH HIGH SCHOOL MODERNIZATION RFI-319 3 03 2 DEIGNED: 16426128TH AVE SE CCD-041 3/21 /2 CCD-044 3/29/2 °R'W"' RENTON, WA 98058 PERMIT RE -SUBMITTAL 3/31/2 CHECKED: DATUM 128TH AVE SE FRONTAGE REVISION DATE APPR APPROVED: IMPROVEMENT M. SCALE: 00 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY ,� CITY 0 F RENTON Planning/Building/Public Works Dept. OMO O O O N Cfl Ln N O O N N u SCALE: 00 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY ,� CITY 0 F RENTON Planning/Building/Public Works Dept. OMO O O O N Cfl Ln N O O N N u J Q H m DATE: 16 SEPT 2022 LL.I FIELDBOOK: (— PAGE: DRAWING N0: C4.1 E SHEET: 2" OF:64 7 CO z O 0 0 Q 0 z Q z O Q N_ z ry L1J n O 75 0 V ry W m z J 420 UR 410 395 ELECTRICAL \\\O✓ ` / / /� CONCRETE SIDEWALK PER 2.OZ ID o " ELECTRICAL /. / ELECTRICAL EASEMENT STA 13+69.80, 40.0 L �\ / i Q N u / w EASEMENT EASEMENT 407.54 STA 13+92.82, 40.0 L / _ COR STD PLAN 102 P _ P -- P - _ w 1 7' 405.45 , �n \\\ /�/ / 415.93 415.96 - 417.60 -�, P FG 417.68 P �� �1 406.50 \\ / 1 1.5 ROW DEDICATION P / / - / / STA 13+98.48, 34.3' L 415.90 % _ W / 419.00 419.54 - �- 407.89 -- -- - -- -- I -- 415.88 - _ �- - -- - 4 10.48' 1 ,;n diva d1 Goo inn CONCRETE SIDEWALK 2 STA 14+76.11, 18.9' L // ° .Iv ° ° 1 �In a- H PER COR STD PLAN 4. ° ° o o ° o CONNECT TO EX ° a o . cn LJ a a 102 X� SIDEWALK AT NEAREST" 406.42 ;n 41t2/ .O 90 � STA 14+08.84, 19.0 L JOINT 1447 / 417.60 418.91 To 419.46781- �- CONNECT TO EX - / - - 405.37 _ = _ \/ -�d ,� � d o d = d -SIDEWALK AT NEAREST d \\ � _ �, � - - � _ � _�oJOINT �a d d EX 4 04 \ Jd dO dd d d d d d d dT d d d d d d d d M 1 1\\ 1 lIM _ ° EX CO _. 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IF NOT ONE INCH SCALE ACCORDINGLY 03 U I- W W C0 W W 0) I W J U I- Q O z o O N 10 0 5 10 20 Q J Scale 171=10' LEGEND - - PROPERTY LINE -230-- _ EX CONTOUR (INDEX) EX CONTOUR 00 - 230_ - PROPOSED CONTOUR(INDEX)M O 231 PROPOSED CONTOUR O O SPOT ELEVATION O i FF 78.0 FINISHED FLOOR ELEVATION N EX BUILDING PROPOSED BUILDING a CONCRETE PAVEMENT ■ ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT PAVEM GRIND AND OVERLAY SITE WALL Cfl Ln VERTICAL CURB 00 O N N U Know what's below. Call before you dig. I Dial 811 T-422103 R-422130 IN COMPLIANCE WITH CITY OF RENTON STANDARDS IDEVELOPMENT ENGINEERING ` J I Michael Sippo 04/12/2023 ' 00 'Z) V J DATE. LINDBERGH HIGH SCHOOL MODERNIZATION 16 SEPT 2022 ILIJ 0� 16426128THAVE SE FFIELDBOOK: PAGE: RENTON, WA 98058 DRAWING NO: 128TH AVE SE FRONTAGE C 4.2 E IMPROVEMENT SHEET:30 oF:64 0_ T N T O CO z O 0 Q 0 z Q z O Q N z lry w n O 75 0 0 lry w m z J z \ \ ELECTRICAL \ — — — — EASEMENT OLO \--_ — \o �11.5' RO W u Iz z rl r/I-rnl/'AI 1 Inl ITIAIll nrn STA 17+75.26, 28.9' R RAMP TYPE PARALLEL A \ PER WSDOT STD PLAN F-40.12-03. SEE SHEET C4.6 FOR RAMP GRADING DETAIL m REPLACE CURB AND GUTTER PER COR T STD PLAN 103 T' 1 w I\ V ) 426.04 ' 426 496 99 - P i 1� I� IW 1= ICf) Iw C0 Ii IZ I . .1 CO O z o O i N 10 0 5 10 20 J Scale 1w=10' LEGEND PROPERTY LINE —230--- _ EX CONTOUR (INDEX) EX CONTOUR 00 230 — — — PROPOSED CONTOUR (INDEX) M O 231 PROPOSED CONTOUR O O SPOT ELEVATION O i N FF 78.0 FINISHED FLOOR ELEVATION IN EX BUILDING PROPOSED BUILDING a. CONCRETE PAVEMENT ASPHALT (AC) PAVEMENT �. HEAVY DUTY ASPHALT PAVEMI GRIND AND OVERLAY SITE WALL Cfl Ln VERTICAL CURB 00 N O O N U [DEVELOPMENT ENGINEERING% J PROFILE Michael Sippo 04/12/2023 '' Q - H: 1 = 10 ~ N O eN+ M N W Z) J. p of WASIy� �� RFI-328 3 02 2 SURVEYED: SCALE: DATE 1932 First Ave ti �, RF - 8 / / VERTICAL: AD 11981 CITY OF LINDBERGH HIGH SCHOOL MODERNIZATION 16 SEPT 2022 �,'G HORIZONTAL: NAD 1983/1991 Suite 201 .4 Z- o 70 RF - 19 RFI-319 3 03 2 DESIGNED: •� Seattle, WA 98101 `� ' z ` 16426128TH AVE SE FIELDBOOK: C- 41 CCD-041 3/21/2 R E N TO N PAGE: DRAWN: . RENTON, WA 98058 DRAWING NO: p, 206.725.1211 �o �� C — 44 CCD-044 3/29/2 ONE INCH DATU M N f. 206.973.5344 c/S AT FULL SCALE Planning/Building/Public Works De t �`� �j PERMIT RE —SUBMITTAL 3/31/2 CHECKED: wmmmp 128TH AVE SE FRONTAGE C 4.3 a NAL E��'\ ' �2 Z engineering pIIc www•Ipdengineering.com N0. REVISION BY DATE APPR C NOTONEINCH w APPROVED: SCALE ACCORDINGLY IMPROVEMENT SHEET: 31 OF: G4 ^ U- V P►� CO z O 0 0 Q 0 z Q z O Q N z ry W n O 75 0 -17 ry W m z J ' \zz�- - - 429.55 , i CIO U� to 0 1 cn m I I w Co > P a_ 1 � c \ El ' - N ' RAMP TYPE SINGLE DIRECTION I ASPHALT HMA CI-1/2 A PER WSDOT STD PLAN ----------------------------- PG 64-22 _ F-40.16-03 AND F-45.10-03 SEE BLOWUP "I" THIS SHEET - VERTICAL CURB 4 \ FOR RAMP DETAILS - - - - - - - - - -- _ d d d \ • • - - - ---- + --- --- 1 - -- �U .. \ Q v \ v M! oo yl�bM]aIS l��J�I�J� p \ 2NEEN.\ r7 \ a NUO0000000 d d a 1= \ a \--a ---- Q a� / j� / \ IX{tG429. \— a/— a/ .0 / IW �'v EX 428. :77v v w��•��•0"m v / / �m -00 \ J +I V A 1��\ U �19+00 j / \ / 20+Q\O S S s S - ?` s s + STA 18+41.35, 18.6' L \ CENTERLINE \ \ \ 1 I1 � CONNECT TO EX \ OF ROADWAY � N SIDEWALK AT NEAREST 128TH AVENUE SE o I 2" GRIND AND OVERLAY PER \ I JOINT COR STDS (TYP) OVERLAY \ \ I \ SHALL BE 2" HMA CL 1 /2 \ I \\ M M. M —AA. M. M M v Md_M' a M M d M M /� M M M. � �\ T T AS IIII &WE 10 W"' mom GAS — Sv0 i 1932 First Ave Suite 201 Seattle, WA 98101 e a p, 206.725.1211 f. 206.973.5344 61 z engineering pllc www.lpdengineering.comw Sv0 S " S G SV0 _ _SVG --1 d d dl d 1 d 1 PROFILE H: 1" = 10' V: 1 " = 5' 1 Sv0 svo L 1 1 - SVO d = T z Q0 O O 10 0 5 10 20 C) N ff f LEGEND Scale 1 =10 J - - PROPERTY LINE / �2,30—� EX CONTOUR (INDEX) " EX CONTOUR 230— _ PROPOSED CONTOUR (INDEX) 231— _ PROPOSED CONTOUR SPOT ELEVATION FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING PROPOSED BUILDING Q CONCRETE PAVEMENT ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT PAVEMI GRIND AND OVERLAY SITE WALL VERTICAL CURB 11.0' 5.0' 5.0' 5.0' a 2.38% °o o ° 1.79% 7.71 %,-- EX 1.15% d d 0000 C:> o0 0 0 �. p ^ 00 0 LC� • O O U-5 � JOO 0000 / �� X X W 000� 5.0' . 5.1' \' 5.0' 1.96% 7.32% EX 1.59% a a ETC 429.1, SUNNI'a 4 .38 TD A,,O 3S2 ......�� DEVELOPMENT ENGINEERING Michael Sippo 04/12/2023 �l /YL ZV..L0 j RAMP BLOWUP I RFI-319 3/02/2 SURVEYED: HORIZONTAL: 198 /199, LINDBERGH HIGH SCHOOL MODERNIZATION RFI-319 3 03 2 DEIGNED: 16426128TH AVE SE CCD-041 3/21 /2 CCD-044 3/29/2 °R'W"' RENTON, WA 98058 PERMIT RE -SUBMITTAL 3/31/2 CHECKED: DATUM 128TH AVE SE FRONTAGE REVISION DATE APPR APPROVED: IMPROVEMENT SCALE: 00 CD ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY 0 F RENTON Planning/Building/Public Works Dept. OMO O 1 N Ln N O N LJ SCALE: 00 CD ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY 0 F RENTON Planning/Building/Public Works Dept. OMO O 1 N Ln N O N LJ Q H m DATE: 16 SEPT 2022 W FIELDBOOK: (— PAGE: DRAWING N0: C4.4 � W SHEET: 32 oF:64 10- N r O w z w N i 0 w CO z O 0 0 z Q z O Q N z ry w n O 75 0 r= V ry w m 0 z_ J m 425 420 415 w \�0000� \�oo� � co Q Q 0)oo � . o, o z \ TC 434.81 a_ o \ \ TP 434.31Ljj > a- O Q QQ0cfl \ \ _ w \ m� wU Z O > �ww �4 \ ww �z 11.5 ROW DEDICATION TC 434.15 d - = z I N TP 433.65 / RAMP TYPE SINGLE o c Q VERTICAL CURB /,, O D 10 0 5 10 20 -- -- -- -- 4 -- -- --�T - -- 4, DIRECTION A PER WSDOT � P_n - I I I D -IN STD PLAN F-40.16-03 -' j J ASPHALT HMA CL1 /2 / c \ AND F-45.10-03 SEE - ------------- -----------------------------------------RAMP TYPE SINGLE DIRECTION __ _ PG 64-22 — _pp RAMP "- ' -------------- � \ • SHEET C4 6 FOR _�, Scale 1 -10 - - - - - - - - - ------A - ------------- ------ / \ TP 433.31 �� PER WSDOT STD PLAN \ GRADING DETAIL VERTICAL CURB - - - - - - - _ F-40.16-03 AND F 45.10 03 d 433 - � - - - - - - - - - - - - - SEE BLOWUP "J" THIS SHEET �r- - - - - ME IC 432.20 %' \ IC 434.50 \ TC TP 433 10 ( 1 - - - - - FOR EXISTING RAMP DETAILS - - - ME TP 431.70 - - \ TP 433.50 TC 433.26 � _ LEGEND _ TP 432.76 Q ��-----_-- \ - 433.10 — — 431.78 _ - - - - PROPERTY LINE ---- - _ _ _ --- ----- 4 , o ° -\26, ,� ` I o 00 - - EX CONTOUR (INDEX) o lo W �' . . . . . . d d d ° oboolo o.. ° E 33.03 EX 431.73 $ \ I \\\\�����\ o 00° EX CONTOUR -/Al ----- \ - - - 00 ��� '� �9 �J — CAI a a \ a a s Q- a a \ a 0 a Nh Q _ 230_ _ PROPOSED CONTOUR(INDEX)CY) CAI / �� \ �% • • % % ,� \ / • • • CD/ 231 PROPOSED CONTOUR 00 O Z / \ j \ ao \ ' % / \ / l� CURB AND GUTTER PER 432.44 SPOT ELEVATION N +i \ \ \ �/ j COR STD PLAN 101 TC 433.00 / FF 78.0 FINISHED FLOOR ELEVATION N = \ \ \ / / \�VHdSV AND 103 TP 432.50 / \ \ J /� EX BUILDING \ 22 j00 / Q / \ \ \ \ 0% / \ PROPOSED BUILDING � s s � s s _ s s s s s �- ., s '/// ro ro CONCRETE PAVEMENT CENTERLINE -)ASPHALT (AC) PAVEMENT I OF ROADWAY � o � � 2" GRIND AND OVERLAY PER HEAVY DUTY ASPHALT PAVEMENT 128TH AVENUE SE COR STDS (TYP) OVERLAY STA 22+36.42, 18.6' L SHALL BE 2" HMA CL 1 /2 ��D �� CONNECT TO EX GRIND AND OVERLAY SIDEWALK AT NEAREST SITE WALL Cfl JOINT - - �+m M M. - o. �. ... P M M M M �n -a VERTICAL CURB �. �. d d v v J. d d a d N v P . . .. .. O - - - STA 22+45.50, 0.0 2 N _ sd� S sd� sd� sd� BEGIN 2 GRIND AND N see sdO � sd� sd� d� sv� sd� _ OVERLAYS' sd sd� U --��_ — -7-- d- / 1 1 1 1—d—d— d—d— did d —d —d d d— d— d 1 d ldd 1—d—d -- -- 75 00 D 1932 First Ave of WASyi RF- 8 RFI-328 3/02/2 SURVEYED: SCALE: DnTE: w .�, HORIZONTAL: NAVD ,sae 16 SEPT 2022 Suite 201 _ ` cz HORIZONTAL: NAD ,saa/,ss, CITY O F LINDBERGH HIGH SCHOOL MODERNIZATION FIELDBOOK: Seattle, WA 98101 co =� RF - 19 RFI-319 3 03 2 DEIGNED: 16426128TH AVE SE C- 41 CCD-041 3/21/2 R E N TO N PAGE: DRAWN: . RENTON, WA 98058 DRAWING NO: p, 206.725.1211 �o �� C - 44 CCD-044 3/29/2 ONE INCH DATU M f. 206.973.5344 c AT FULL SCALE Planning/Building/Public Works De t �el �s G��`� Z�j PERMIT RE —SUBMITTAL 3/31/2 CHECKED: Dept. 128TH AVE SE FRONTAGE C4.5 E engineering pIIc pdengineering.com NAL EN 'SD N0. REVISION BY DATE APPR IF NOT ONE INCH WWW•i APPROVED: SCALE ACCORDINGLY IMPROVEMENT SHEET: 33 OF: 64 ^� I..L r N N O 0 W I— z O I- 0 0 z Q z O Q N_ z ry W 0 O 75 0 2 C� ry w m z J mCL w Q z w 420 420 SECTION A -A VERT SCALE: 1 " = 5' HORIZ SCALE: 1 " = 10' EX CURB RAMP DETAIL B SCALE: 1 " = 5' 440 440 SECTION B-B VERT SCALE: 1 " = 5' HORIZ SCALE: 1 " = 10' 7 5.0, 1.80% 426.9 426.99 - O N O N 2.98%�(-\V \'ri`fl ri°O J 5.0'- 1.60% � 426.90— — — 426.82A — t/P rn1P P P PPPP PPP \PP P— 5.0' \\ -_--------- 1.90%. 42 .0 425.90 CD o CD 000000000�� O 00 00000000 00 00000000 5A' a 4.00% a (I CURB RAMP DETAIL C SCALE: 1 " = 5' J. P 1932 First Ave oF W Asti%,4F— Suite 201 �z'� mmm Seattle, WA 98101p. 206.725.12110 C —q f.206.973.5344 c/S �' � 3 engineering pIIc www•Ipdengineering.com FF�I�NAL RFI-328 RFI-319 CCD-041 CCD-044 PERMIT RE —SUBMITTAL C7%V1[.yIs] ► iQ \J 17.60 417.52 — P P - - P P P — P P P WP d — d d d d d — d - 1 t\ 417.60 \ � P P\\ P TUE �17.03— P 1 \ d d d o- d d\ - d d \d 1 METC / 416.58 � METP 41.58 Marc' MEfP 416.78 Marc ME CURB RAMP DETAIL A SCALE: 1 " = 5' P P M M F 1�6 M -P Ln o � T 425.15 � �O• � i � fig% G G G 000o S" cph I o ° 425.05 T000� �2g' �� TC �A1) V.7 — P P °O°° T -TP 425.17 TC 425.62 TP 425.12 Cb METC METP 424.� CURB RAMP DETAIL D 3/02/2 SURVEYED: 3 03 2 DESIGNED: 3/21/2 3/29/2 DRAWN: D3/31/22 CHECKED: BY DATE AP P R APPROVED: SCALE: 1 " = 5' SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF RENTON ONE INCH DATU M AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY .�vi \LL. I - v T-422107 R-422134 IN COMPLIANCE WITH CITY OF RENTON STANDARDS O T_ 0 CD I N N Q J 00 M O 0 0 0 N N cfl 00 0 0 N N A, u DEVELOPMENT ENGINEERING J Michael Sippo 04/12/2023 '' Q H H LINDBERGH HIGH SCHOOL MODERNIZATION 16426128TH AVE SE RENTON, WA 98058 128TH AVE SE FRONTAGE SECTIONS 75 00 Z) DATE. 16 SEPT 2022 W FIELDBOOK: (— PAGE: DRAWING NO: C4.6 W SHEET: Z4 OF: 64 J n 04 O CN M 00 i N N N i rn .N d i 0 0 0 o. N [ [� �+ O FACE OF CURB _ 6" _ CEMENT CONCRETE _ 12"R. 1" R. SIDEWALK RAMP -612"_ VARIES OR LANDING FROM 1 512" 1" I E RAISED EDGE DETAIL 6 SIDEWALK LEVEL 11r EXTEND SIDEWALK TRANSVERSE 1'-a 1'-a 318•(IN) PREMOLDED JOINT FILLER 1r2'(IN)R JOINTS TO INCLUDE RAISED EDGE 70% TYPICAL WHERE APPLICABLE ROD DING 1_ - 1 1R' (IN) R (TYP.) E FOR CURB AN 101S ►••, 1sx "BAND -IT BRACKET" NOTES OR APPROVED EQUAL 1. DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE _ - _ 6"T00 i - - �sEEsrOILAN101 ' :+•r•,-,; STING ROADWAY CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE N 2"R. 1" R. t44 6" • L 1 TOP OF 1 .• S•--' i T?^� rPN)R ;+•,+; y1EE`, v '?• CRUSHED !.:. � SEE RAISED EDGE ' 1' � CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST 0 io 1!2"R, ROADWAY 3/8"PREMOLDED JOINT FILLER N CEMENT CONCRETE r•a SIDEWALK DETAIL -THIS SHE LTYPICALUNDER CRUSHEDSURFACING TOP COURSE (CSTC) SIDEWALK OMPACT TO 95% MODIFIED PROCTOR ALL CUT MIN, SLOPES (UNLESS REQUIRE TYPICAL UN WANED BY s O CD C UALL NDERRB, WITH RAISED EDGE GUTTER 17oN>R.ITYPJ GUTTER&SIDEWALKCSTCUNOER & SIDEWALK 3•' CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE ASSEMBLED. 0 ^' ` V 1 PEDESTRIAN CURB 2.0 6 1 FOR CURB DETAILS CURB & GUTTER TO BE 8- THICKNESS OR I{ 1.5% MATCH EXISTING ROADWAY CRUSHED ROCK 2. A 2" (IN) POST WITH A 2 1�4" (IN) PSST ANCHOR OR A 2 < V Q T AT SIDEWALK RAMPS AND LANDINGS �ys�r- SEE STD PLAN 101 1 '� . , •+ . , •, , BASE, WHICHEVER IS GREATER (TYP. FOR aF 't ALL CURB &GUTTER) 1/4' (IN) POST WITH A Z 1 2" IN PSST ANCHOR MAY BE / ( ) W T - 1' 6' w. • 1 FINISHED GRADE 1-(IN) BELOW SUBSTITUTED. SEE CONTRACT PLANS. 3 FACE OF ADJACENT CURB CEMENT CONCRETE - TOP OF CONCRETE SURFACE r-a SIDEWALK ADJACENT TO CURB MIN 3. PERFORATED SQUARE STEEL POST SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 9-06. 61n" _ TRAFFIC CURB AND GUTTER r SEE DEPRESSED CURB DETAIL THIS SHEET 1•-a 1•-a Rou DING IIT(IN)R-(TYP.) FOR CURBDE101 1v 1.5% SEE BTO PLAN 101 4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED HARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT FACE OF ADJACENT CURB 1:24 TOP OF ••• STANDARD SPECIFICATIONS 9-06 AND 9-28. ' ^ 6112" ROADWAY - -- FLUSH WITH GUTTER 1 11l 1R. T 9RIDGE OR PEDESTRIAN CSn' RAILING -1-1v1�pt� Vt. ]• J Z 0 PAN AT SIDEWALK 2- RAMP ENTRANCE 1 1:12 1:24 L TOP OF FORcuReDErals ADJACENT TO CURB BARRIER -SEE SIDEWALK SEE STD PLAN 101 (STEEP FILL SLOPES) CONTRACTPLANS I ALL tr2-(IN)R.(TYP.) SIDEWALK MOUNTING ON EXISTING METAL POLE OR LUMINAIRE EDGE OF TRAVELED �� ROADWAY 5-1/2' 1 " R CONCRETE 12• R. ROADWAY T FLUSH I 15% _ 30'-ten so PAVEMENT FLUSH Q 1 DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. VERTICAL WALL- 'W .,_ /• - . - ,��, t�.},.: • _ +.. SEE DEraL• 319' (IN) PREMOLDED 4" MIN. T p ° i7 Q T FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 JOINT F1LLF1i DGE OF p o n D 1'- 6" ADJACENT TO CURB AND RAILING OR WALL is. (IN) PREMOLDED - -- FOR REFLECTORIZED SIGNS: MOUNT ° (/) X o p o LLJ Q _ JOINT FILLER FACING Y(degree) OUTWARD IF SIGN SLOPE 00 Q DEPRESSED CURB SECTION FACE OF CURB FORTME SIDE BUFFER STRIP-LN TR�EETMTA R SIDEWALK SIDEWALK ADJACENT TO WALL DETAIL 5/16"_ IS WITHIN 30 FEET OF ROADWAY GALVANIZED BOLT WITH p ° VARIES M `' J Z AT SIDEWALK RAMPS 6 t2" - 1" R. (SEE NOTE 1D) SD�wo s 1n'pN)R. 1 a 1.5% (TYP) FOR CURB DETAILS 1_5%MIN. SEE STD PLAN 101 / GALVANIZED WASHERS. SIGN FACE ORIENTATION » p #4 @ 1 2 Q O.C. -PD /\/ //\\//\\//\\//\\ 0 O O 3f6• 1 �. \ GROOMED FINISH • ORMATCH EXISTING 'r ' METAL POST Z O • • D 0 Z O FACE OF ADJACENT CURB 1 TOP OF O ROADWAY P • • GUTTER SURFACE f e1Q •• �•• Qf 4' WIDE, SMOOTH / S G TROWEL PERIMETER FINISHED GRADE V (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING -FWSH IF PAVED QI / \ O Or o T P F N H ~4 • ' W UAR 90 SIGN POST i • • • j LOWER SoUAR �� ° ° p ' // // // Z_ #4 COOT. TOP /� Q N • q ••• _ " • PREMOLDED JOINT FILLER r ig'•g• CEMENT CONCRETE CURB (CURB AND GUTTER SHOWN) ADJACENT TO BUFFER STRIP / SEE STO PLAN Alt © / \ o w - I O FINISHED ^ m ' vT o I a L NE z 5/16" (IN) CORNER BOLT e AND BOTTOM ff D_ C'V W/3 COVER ° (TYP) o° ° p 1"R. LOWER SIGN O POST SUPPORT Oh 3/B (IN) FLANGED Z NN E FULL -DEPTH EXPANSION JOINT 1"R 5•g• i va' To 1r4' ! \ . NOTES � SHOULDER BOLT WITH NUT AND WASHERS 2 REQUIRED (TYP.) o L.L W CEMENT CONCRETE TRAFFIC CURB •� 1. Four feet of the sidewalk width shali /� CONTRACTIONJOINr •+ t , be the minimum pedestrian IN SIDEWALK ONLY ►i el •• aouess)ble route tPAH; free of vertkal / ► • o . rn �z ` BOLT STOP w f 5g'; FOR -SIGN POST 1.0' Q-`-. and horizontal obstructions. Gratings, • " .' ? '• Cables Covers, Boxes, FULL -DEPTH EXPANSION JOINT IN BOTH > TYPE STA SIGN SUPPORT DEPRESSED CURB DETAIL P ll Boxes CURB AND SIDEWALK (SEE STD PLAN 101.1) Cable Vaults, Pull Boxes and other ,Sy O C AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS. AND ALLEYS appurtenances within the sidewalk �e� 38 C CONTRACTION JOINT must be flush with surface, and match grade of the sidewalk. JOINT AND FINISH iLA LOWER SIGN POST SUPPORT - 2.25" c DETAIL -�.... (IN), 7-GAGE, HOT -DIP GALV., �^ Curb and r • 2. SidewMonolalk Is nCementpermitted In Sidewalk Is not permitted in new For oilier referenced NOTES see i'M .9" HEAVY-DUTYANCHOR VIA v J V J GENERAL NOTES: construction. When replacement work STD PLAN 104,2. ' COMMERCIAL CONCRETE 2 1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing. necessitates a Monolithic Cement Concrete Curb build per WSDOT PREMOLDE ' ^ `l! 2. Expansion joint shall 6e full depth, 3/B" {in.) premDlded joint tiller. 1 P ) Standard Plan F-30.I0-03. Paved surfaces must comply With JOINT FILLER MOUNTING ON METAL POST ' ^ `l J 3. For Depressed Monolithic Driveway Curb & Gutter Sedan, see Standard Plan 104.2 STD PLAN 102.1 as applicable. E FULL -DEPTH 3. Concrete to be 4,000 PSI. MM v EXPANSION JOINT W CV n/ LL- PUBLIC WORKS DEPARTMENT CONCRETE CURBS STD, PLAN - 101 • PUBLIC WORKS DEPARTMENT CEMENT CONCRETE STD. PLAN - 102 � PUBLIC WORKS • • SIGN MOUNTING ON SINGLE METAL POST' STD. PLAN- 129 0 0 0 �, I " I;i APPROVED: /� W I(DCEMENT / a SIDEWALK r �' _;w l I(L" DEPARTMENT (ADOPTED) G� 2� /V IN W I I DATE ^' Q NTS NTS NTS NTS (� _ COR STD PLAN 101 - CEMENT CONCRETE CURBS COR STD PLAN 102 - CEMENT CONCRETE SIDEWALK 2 COR STD PLAN 129 - SIGN MOUNTING 3 VERTICAL CURB WALL J ALL PAVEMENT MARKINGS SHALL CONFORM TO THE FOLLOWING WSDOT STD. PLANS, EXCEPT CROSSWALK MARKINGS AND STOP BARS SHALL BE PER CITY OF RENTON STD. PLANS 127 AND 128. WSDOT STD. PLANS NOT INCLUDED BELOW SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. M-3.10-04 LEFT TURN CHANNELIZATION M-3.20-03 LEFT -TURN CHANNELIZATION REDUCED TAPERS 5-1/2" M-3.30-04 LEFT -TURN CHANNELIZATION TEE INTERSECTION AND BACK-TO-BACK TURN LANES M-3.40-04 TWO-WAY LEFT -TURN AND MEDIAN CHANNELIZATION EXISTING ASPHALT. 20 MIN' NEW CURB M-3.50-03 DOUBLE LEFT TURN CHANNELIZATION PAVEMENT "- & GUTTER (SEE NOTE 2) M-5.10-03 RIGHT TURN CHANNELIZATION M-9.50-02 BICYCLE LANE SYMBOL LAYOUT CURB LANE LANE LANE CURB LANE SLOPE VARIES M-9.60-00 SHARED - USE PATH MARKINGS 1 » R M-11.10-03 RAILROAD CROSSING LAYOUT CENTER CENTER SAWCUT M-12.10-02 ROUNDABOUT PAVEMENT MARKINGS IN IN 6" EXCEPT WHERE (SEE NOTE 2) M-20.10-03 LONGITUDINAL MARKING PATTERNS LANE LANE --- OTHERWISE NOTED M-20.20-02 PROFILED AND EMBOSSED PLASTIC LINES M-24.20-02 SYMBOL MARKINGS - TRAFFIC ARROWS FOR HIGH-SPEED ROADWAYS SURFACING PER • M-24.40-02 SYMBOL MARKINGS - TRAFFIC ARROWS FOR LOW -SPEED ROADWAYS PLAN ° ' a M-24.60-04 SYMBOL MARKINGS MISCELLANEOUS o 10, • < • LONGITUDINAL PAVEMENT MARKINGS SHALL CONSIST OF PROFILED AND EMBOSSED METHYL METHACRYLATE D ° ' • . (MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. o, p I PAVEMENT LETTERS, AND RED/GREEN PAVEMENT BACKGROUNDS SHALL CONSIST OF METHYL METHACRYLATE (MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. 6°MIN.(TYP.) J24" I 8"(TYP.)-STRIPE -►h"(TYID.) II` -OPEN/A p ° p p PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL CONSIST OF THERMOPLASTIC, OR UNLESS LANE (TYP.) LANE -�+-r-8 "(TYP.)-STRIPE o o 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, CONCRETE LINE GUTTER LINE %\ ARTERIAL STREET MINIMUM CROSSWALK MARKINGS, AND STOP BARS SHALL BE 3M STAMARK ALL WEATHER TAPE 380AW SERIES, OR I 0 0 0 0 0 rCss 6) APPROVED EQUAL. 2 - #4 CONT. ��\\ J (SEE NOTE1) OVER 6" CRUSHED ROCK LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF PAINT SHALL BE USED FOR MAINTENANCE PURPOSES, OR TIRE TIRE TIRE TIRE CAST -IN -PLACE CONCRETE UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. TRACKS TRACKS TRACKS' TRACKS LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF RAISED PAVEMENT MARKERS SHALL REQUIRE APPROVAL 4" MIN CRUSHED SURFACING 7-3/4" RESIDENTIAL STREET MINIMUM FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. IF APPROVED, LONGITUDINAL LANE MARKINGS SHALL BASE COURSE 4" HMA (Or ACP CIDss 8) FOLLOW WSDOT STD. PLAN M-20.50-02 LONGITUDINAL MARKING SUBSTITUTION W/RAISED PAVEMENT MARKERS. (SEE NOTE 1), OVER * TYPICAL 4--LANE ROADWAY CONFIGURATION 6" CRUSHED ROCK PAVEMENT SURFACE AND AIR TEMPERATURE AT THE TIME OF PAVEMENT MARKING APPLICATION SHALL NOT BE LESS THAN 50' F. M NOTE: FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION APPLIES. KEEPING THE THERMOPLASTIC/PAINTED BARS CENTERED ON THE LANE LINES AND IN THE CENTER OF TRAVELLED PORTION OF THE LANE TO MINIMIZE THE WEAR ON THE THERMOPLASTIC/PAINT. NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. T NTS -422108 8 1 VERTICAL CURB 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT R-422135 PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Aoftk� PUBLIC WORKS CURB AND GUTTER STD. PLAN - 103 �\ c Y o ��+ PUBLIC WORKS PAVEMENT MARKING NOTES - 109 tiz o UO� PUBLIC WORKS __®® + jf� ' THERMOPLASTIC/PAINTED STD. PLAN - 127 's + Michael Sippo 04/12/2023 Q PPRO D: p OV ROVE DEPARTMENT REPLACEMENT DETAIL Z DEPARTMENT' FN1� MIAr In aStUCil�l/5/2020 DEPARTMENT ��NT� CROSSWALK 9 � � Aif D TE 888131FD98B449D... DATE 5 6 7 NTS NTS NTS COR STD PLAN 103 - CURB AND GUTTER REPLACEMENT COR STD PLAN 109 - PAVEMENT MARKING NOTES COR STD PLAN 127 - THERMOPLASTIC CROSSWALK 1932 First Ave of INASy/ Grp �� �� Suite 201 4 � o� � Z RF- 8 RFI-328 3/02/2 SURVEYED: SCALE: HORIZONTAL: o : NAD ;98 %1991 C � I-)- CITY O LINDBERGH HIGH SCHOOL MODERNIZATION 16426128TH AVE SE DATE: 16 SEPT 2022 w RFI-319 3 03 2 DESIGNED: FIELDBOOK: Seattle, WA 98101 _ 41 CCD-041 3/21 /2 RENTON H p, 206.725.1211 0 RENTON WA 98058 PAGEI CCD-044 3/29/2 DRAWN: ONE INCH DRAWING N0: f. 206.973.5344 c �Fs IS �G\��� 23 SIGNAL DATUM Planning/Building/Public Works De t Dept. t 128TH AVE SE FRONTAGE DETAILS C4.7 PERMIT RE -SUBMITTAL 3/31/2 CHECKED: Al FULL SCALE EN '� WWW•I � engineering pile pdengineering.com NO. REVISION BY DATE APPR C NOT ONE INCH SCALE ACCORDINGLY APPROVED: SHEEP: OF: 35 64 N N O ry f a 19 w Q z w GENERAL EXISTING ELECTRICAL TO BE REMOVED EXISTING ELECTRICAL TO REMAIN NEW ELECTRICAL WORK MATCHLINE OR PROPERTY LINE ENLARGED PLAN BOUNDARY 1 DETAIL/PLAN IDENTIFIER E1.1 A SECTION IDENTIFIER `11t1.1 A ELEVATION IDENTIFIER E1.1 C:DREVISION DEFINITION AREA, AREA ENCIRCLED CONTAINS CHANGES MADE SUBSEQUENT TO PREVIOUS ISSUE Q REVISION CALLOUT FLAG NOTE TAG ODEMOLITION NOTE TAG O EQUIPMENT TAG AHU-01 MECHANICAL EQUIPMENT TAG N NORTH ARROW OLOCATION WHERE PICTURE WAS TAKEN AND DIRECTION LIGHTING A �p DEVICE SUBSCRIPTS a (LIGHT FIXTURE TYPE) 12 �(SWITCHLEG) (CIRCUIT NUMBER) LIGHTING FIXTURES ® (REFER TO LIGHTING FIXTURE SCHEDULE FOR ADDITIONAL INFORMATION) O❑ 11 0 STRIP LIGHTING FIXTURE 04 I1 WALL -MOUNTED LIGHTING FIXTURE EMERGENCY LIGHTING FIXTURES �� (REFER TO LIGHTING FIXTURE SCHEDULE FOR ADDITIONAL INFORMATION) N eia 11-0 POLE -MOUNTED LIGHTING FIXTURE, QUANTITY OF HEADS AS INDICATED ❑-o-❑ DOUBLE HEAD, POLE -MOUNTED, LIGHTING FIXTURE 92-ZS4 LIGHTING TRACK WITH FIXTURES SELF-CONTAINED BATTERY -POWERED EMERGENCY LIGHTING FIXTURE EXIT SIGN, UNIVERSAL MOUNTING (SHADED AREA INDICATES DIRECTION ARROWS) I® EXIT SIGN, WALL -MOUNTED (SHADED AREA INDICATES DIRECTION ARROWS) GROUNDING �e73�I�1�1�]I�CeZK�I�I�I�L�i77 GROUND ROD GROUNDING BUSBAR EQUIPMENT GROUNDING CONNECTION GROUNDING STRAP -6n SWITCH BOARD/SWITCHGEAR 6 PANELBOARD, FLUSH -MOUNTED 6 PANELBOARD, SURFACE -MOUNTED Rom— (FRONT) TRANSFORMER MOTOR CONNECTION ❑, DISCONNECT SWITCH, NON -FUSED 0, DISCONNECT SWITCH, FUSED �+ ENCLOSED CIRCUIT BREAKER vFD VARIABLE FREQUENCY DRIVE MANUAL MOTOR STARTER WITH THERMAL M OVERLOADS �+ COMBINATION STARTER/DISCONNECT ® MAGNETIC STARTER ® EQUIPMENT CONNECTION - CONFIRM CONNECTION WITH EQUIPMENT MANUFACTURER OF/S FIRE/SMOKE DAMPER El (SINGLE CONTROLLER (SINGLE OR MULTIPLE BUTTONS) H EMERGENCY POWER OFF PUSHBUTTON RECEPTACLES P1A-12 ��DEVICE SUBSCRIPTS +42" GF (CIRCUIT NUMBER) (AC,CR,D,EM,GB,GF,IG,SB,TP,USB,WP OR OTHER SUBSCRIPT) (NON-STANDARD MOUNTING HEIGHT OR AC) SPECIAL RECEPTACLE DUPLEX RECEPTACLE FOURPLEX RECEPTACLE SPLIT WIRED DUPLEX RECEPTACLE SIMPLEX RECEPTACLE CORD DROP CORD RECEPTACLE RETRACTABLE CORD REEL RECEPTACLE RESCUE ASSISTANCE SYSTEM Bs RESCUE ASSISTANCE BASE STATION, WALL -MOUNTED RPs RESCUE ASSISTANCE POWER SUPPLY, WALL -MOUNTED RA RESCUE ASSISTANCE CALL STATION, WALL -MOUNTED G Cs EMERGENCY RESPONDERS RADIO SYSTEM ERR EMERGENCY RESPONDERS RADIO CABINET ERAP EMERGENCY RESPONDERS ANNUNCIATOR PANEL SECURITY VIDEO SYSTEM 0. VIDEO SECURITY CAMERA MOUNTING TYPES Y� I(P = PENDANT MOUNTED) (R = ROOF PARAPET MOUNTED) (W = WALL MOUNTED W/ BRACKET) 0► VIDEO SECURITY CAMERA ID 3 �—(WHERE APPLICABLE REPRESENTS THE CAMERA # OR TYPE) 0► CAMERA, CEILING MOUNTED -0— CAMERA, WALL MOUNTED CAMERA, WALL MOUNTED W/ BRACKET C I(180 = 180° VIEW CAMERA) X (360 = 360° VIEW CAMERA) C 3600 CAMERA, CEILING MOUNTED sM SECURITY MONITOR, WALL MOUNTED /7PERMIT RESUBMITTAL 6 CIVIL PERMIT RESPONSE NO. REVISION RACEWAYS AND BOXES 0 JUNCTION BOX OF FURNITURE WALL FEED OUTLET BOX PULL BOX PB XX (WHERE INDICATED, SUBSCRIPT INDICATES PULL BOX TYPE) HANDHOLE HH XX (WHERE INDICATED, SUBSCRIPT INDICATES VAULT TYPE) VAULT El (WHERE INDICATED, SUBSCRIPT INDICATES VAULT TYPE) xx FLOORBOX (WHERE INDICATED, SUBSCRIPT INDICATES FLOOR ®p BOX TYPE) POKE-THRU (WHERE INDICATED, SUBSCRIPT INDICATES OA POKE-THRU TYPE) M POWER POLE, FLOOR TO CEILING SURFACE METAL RACEWAY RACEWAY CONCEALED IN WALL OR IN CEILING (EXPOSED IN UNFINISHED AREAS) RACEWAY RUN BELOW FLOOR OR BELOW GRADE �^^^� FLEXIBLE RACEWAY RACEWAY (CIRCLE DENOTES VERTICAL TRANSITION) RACEWAY CONTINUATION ] RACEWAY STUB WITH BUSHING [—] RACEWAY SLEEVE WITH BUSHING ;—; FIRE STOPPING SLEEVE CABLE TRAY, 12"W x 4"H OVERHEAD, UNLESS OTHERWISE NOTED CABLE TRAY, OVERHEAD LADDER TYPE HOMERUN TO PANEL HA-3 (INDICATES PANEL DESIGNATION AND CIRCUIT NUMBER) #10 (GAUGE OF WIRE OTHER THAN AWG#12) NUMBER OF CONDUCTORS (GROUND CONDUCTOR) (PHASE CONDUCTORS) (NEUTRAL CONDUCTOR) ACCESS CONTROL SYSTEM ACP ACCESS CONTROL PANEL CREDENTIAL/ CARD READER 4(CR/M R = CARD READER, WALL MOUNTED) R/P = CARD READER W/PIN, WALL MOUNTED) CR = CARD READER, MULLION MOUNTED) ❑s DOOR POSITION SWITCH DE DOOR ENTRY STATION, WALL MOUNTED Ms DOOR MASTER STATION, DESK TOP SECURITY BUTTONS/SWITCH, WALL MOUNTED (AO = AUTO OPERATOR) (DR = DOOR RELEASE) XX-(LD = LOCKDOWN) (KS = KEYED SWITCH (PB = PANIC/ DURESS) SECURITY BUTTONS, UNDER DESK MOUNTED ' (DR = DOOR RELEASE) �(LD = LOCKDOWN) (PB = PANIC/ DURESS) REQUEST TO EXIT DETECTOR, WALL MOUNTED �► REQUEST TO EXIT DETECTOR, CEILING MOUNTED ® REQUEST TO EXIT, INTEGRAL MICRO SWITCH REQUEST TO EXIT BUTTON, WALL MOUNTED �s Q HORN, WALL MOUNTED s STROBE, WALL MOUNTED STROBE/HORN, CEILING MOUNTED Ps DOOR HARDWARE POWER SUPPLY (DIV 08) X (X = QUANTITY OF DOORS) EL ELECTRIFIED HARDWARE (EL = ELECTRIFIED LOCKSET/EXIT DEVICE) (ES = ELECTRIFIED STRIKE) (ML = ELECTRIFIED MAGNETIC LOCK) (MH = ELECTRIFIED MAGNETIC HOLD OPEN) SURVEYED: SCALE: DESIGNED: NONE KSR 12/12/22 DRAWN: KSR ONE INCH 10/26/22 CHECKED: AT FULL SCALE TSV IF NOT ONE INCH BY DATE I AP P R 11 APPROVED: SCALE ACCORDINGLY FIRE ALARM SYSTEM DRAWING INDEX C0 O WP CE0.01 ELECTRICAL LEGEND AND SHEET INDEX T_ 04�DEVICE SUBSCRIPTS (TYPICAL ALL SYSTEMS) CE0.02 ELECTRICAL ABBREVIATIONS AND GENERAL NOTES O O +80 (WP, WG OR OTHER SUBSCRIPT) (NON-STANDARD MOUNTING HEIGHT) CE1.00 STREET FRONTAGE PLANS Q N CE1.00L STREET FRONTAGE PHOTOMETRICS & SCHEDULES CV FACP FIRE ALARM CONTROL PANEL CE2.01 ELECTRICAL DETAILS Q FAAP FIRE ALARM ANNUNCIATOR PANEL CE2.02 ELECTRICAL DETAILS J CE2.03 ELECTRICAL DETAILS NAc NOTIFICATION APPLIANCE CIRCUIT QQ HORN/STROBE COMBINATION, WALL -MOUNTED HORN/STROBE COMBINATION, CEILING -MOUNTED TELECOMMUNICATIONS SYSTEM TELECOMMUNICATIONS DEVICE (X = REPRESENTS THE # OF TELECOMMUNICATIONS MODULES) M (W = TELECOMMUNICATIONS WALL PHONE MTD AT +48" AFF) (B = BLANK COVER PLATE) O X (F = MODULAR FURNITURE DEVICE) O (AC =ABOVE COUNTER DEVICE) Oj (S = SURFACE MOUNT) (WAP = WALL MOUNTED WIRELESS ACCESS POINT DATA DEVICE) (y N ABOVE CEILING TELECOMMUNICATIONS DEVICE��' WAP (X = REPRESENTS THE # OF TELECOMMUNICATIONS MODULES) (WAP = WIRELESS ACCESS DEVICE) (SV = SECURITY VIDEO CAMERA) FIRE RESISTANT 3/4" PLYWOOD BACKBOARD ® TWO -POST EQUIPMENT RACK 8 3.65" DOUBLE -SIDED VERTICAL MANAGEMENT ❑ 6" DOUBLE -SIDED VERTICAL MANAGEMENT Cfl e12" DOUBLE -SIDED VERTICAL MANAGEMENT00 N ® FLOOR MOUNTED SERVER ENCLOSURE C:) a ® WALL MOUNTED ENCLOSURE N N U 110 BLOCK WITH LEGS a 66 BLOCK INTRUSION DETECTION SYSTEM IDP INTRUSION DETECTION PANEL -�s KEYPAD, WALL MOUNTED K �s PIR/MOTION DETECTOR, WALL MOUNTED s 3600 PIR/ MOTION DETECTOR, CEILING MOUNTED PHOTO -BEAM DETECTOR, WALL MOUNTED ❑s DOOR POSITION SWITCH T❑ TEMPERATURE PROBE © GLASS BREAK DETECTOR, CEILING MOUNTED -� AUDIO SENSOR, WALL MOUNTED VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM uCITY OF RENTON Planning/Building/Public Works Dept. NOT ALL SYMBOLS MAY APPEAR ON THE DRAWINGS T-422109 R-422155 IN COMPLIANCE WITH CITY OF RENTON STANDARDS FAlex ENT PLANNING �, DEVELOPMENT ENGINEERING rganroth [1/27/20231 Michael Sippo 01/27/2023 J bL m DATE: co LINDBERGH HIGH SCHOOL MODERNIZATION 12 DEC 2022 w 16426128TH AVE SE FIELDBOOK: PAGE: RENTON, WA 98058 DRAWING NO: ELECTRICAL LEGEND AND SHEET INDEX C EO.01 a: SHEET: OF, W 55 64 CL AeccDbFace (AeccL_and130) m CL w Q z w GENERAL NOTES 1. PERFORM WORK IN ACCORDANCE WITH APPLICABLE NATIONAL AND STATE CODES AS AMENDED LOCALLY AND ENFORCED BY THE AHJ. 2. OBTAIN AND PAY FOR PERMITS REQUIRED FOR INSTALLATION OF WORK. ARRANGE AND SCHEDULE REQUIRED INSPECTIONS. 3. COORDINATE WITH UTILITY COMPANIES FURNISHING SERVICES TO PROJECT. INSTALLATION OF UTILITY SERVICES SHALL BE IN ACCORDANCE WITH UTILITY REQUIREMENTS. VERIFY APPLICABLE INSTALLATION STANDARDS AND REQUIREMENTS. PROVIDE AND SUBMIT ELECTRICAL DRAWINGS TO UTILITY FOR APPROVAL PRIOR TO ROUGH -IN AND PRIOR TO ORDERING EQUIPMENT. 4. DEVICE LOCATIONS ARE APPROXIMATE. COORDINATE DEVICE LOCATIONS AND ELEVATIONS WITH APPROPRIATE DOCUMENTS INCLUDING CASEWORK SHOP DRAWINGS AND ARCHITECT'S INTERIOR ELEVATIONS PRIOR TO ROUGH -IN. 5. COORDINATE ELECTRICAL WORK WITH THAT OF OTHER TRADES. REFER TO MECHANICAL, ARCHITECTURAL, STRUCTURAL, CIVIL, AND LANDSCAPE DRAWINGS AND SPECIFICATIONS. COORDINATION SHALL OCCUR PRIOR TO FABRICATION, PURCHASE, AND INSTALLATION OF WORK. 6. COORDINATE LOCATION OF LIGHT FIXTURES AND CEILING -MOUNTED DEVICES WITH ARCHITECTURAL REFLECTED CEILING PLANS AND ELEVATIONS. 7. PROVIDE RATED ENCLOSURES AROUND ALL LIGHT FIXTURES PENETRATING RATED CEILINGS. COORDINATE WITH ARCHITECTURAL. 8. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR LOCATIONS OF EXPANSION/SEISMIC JOINTS. PROVIDE RACEWAY EXPANSION/SEISMIC JOINTS FOR RACEWAYS CROSSING BUILDING EXPANSION/SEISMIC JOINTS. 9. DEMOLISH EXISTING SYSTEMS AS INDICATED ON PLANS OR AS REQUIRED FOR INSTALLATION OF NEW WORK. MATERIAL SHALL BE REMOVED FROM SITE AND LEGALLY DISPOSED OF OFF SITE UNLESS OTHERWISE DIRECTED. RETURN ITEMS TO OWNER IN EXISTING CONDITION WHEN DIRECTED BY OWNER. 10. COMPLETION OF WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE PROJECT SCHEDULE. SCHEDULE INSTALLATION WITH OTHER TRADES TO ENSURE PROJECT MILESTONES ARE MET. 11. DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL COMPONENTS REQUIRED FOR A COMPLETE INSTALLATION. PROVIDE COMPONENTS REQUIRED FOR COMPLETE AND OPERATIONAL SYSTEMS INCLUDING RACEWAYS, CONDUCTORS, BOXES, SUPPORTS AND SIMILAR ITEMS. 12. BRANCH CIRCUIT HOMERUNS ARE SHOWN TO INDICATE CIRCUIT PROPERTIES AND CONFIGURATION. SINGLE -CIRCUIT HOMERUNS SERVED FROM THE SAME PANELBOARD MAY BE COMBINED IN ACCORDANCE WITH THE DIVISION 26 SPECIFICATIONS, UNLESS INDICATED OTHERWISE. EXTEND AND CONNECT BRANCH CIRCUIT RACEWAY AND WIRING FROM HOMERUN TO DEVICES AND EQUIPMENT WITH CIRCUIT NUMBERS INDICATED. CONDUCTOR QUANTITIES AND SIZES ARE INDICATED AT HOMERUNS ONLY. SHOW ACTUAL RACEWAY ROUTING AND CIRCUITING ON RECORD DRAWINGS. MINIMUM CONDUCTOR SIZE #12 AWG. 13. LIGHT FIXTURES MOUNTED IN CONTINUOUS ROWS SHALL BE THROUGH -WIRED VIA FIXTURE INTERNAL WIREWAYS. CIRCUITS AS INDICATED ON DRAWINGS. FIXTURES NOT LISTED FOR THROUGH WIRING SHALL BE WIRED VIA SEPARATE RACEWAY AND WIRING SYSTEM EXTERNAL TO THE FIXTURES. PROVIDE RACEWAYS, WIRING AND CONNECTIONS FOR A COMPLETE AND OPERATIONAL SYSTEM. 14. LOCATIONS OF RACEWAY, PATHWAY AND SIMILAR ITEMS ARE SHOWN SCHEMATICALLY. COORDINATE INSTALLATION, INCLUDING BUT NOT LIMITED TO CABLING, TELECOMMUNICATION PATHWAYS AND SPACES, AND EXACT LOCATION OF HORIZONTAL AND BACKBONE CABLING WITH LOCATIONS OF FIXED CASEWORK AND BUILDING CONDITIONS AFFECTING THE WORK OF THIS CONTRACT. 15. COORDINATE TELECOMMUNICATIONS WORK WITH THAT OF OTHER TRADES. REFER TO ELECTRICAL, MECHANICAL, ARCHITECTURAL, STRUCTURAL, CIVIL, AND LANDSCAPE DRAWINGS AND SPECIFICATIONS. COORDINATION SHALL OCCUR PRIOR TO FABRICATION, PURCHASE, AND INSTALLATION OF WORK. 16. NEW CABLING INSTALLATIONS SHALL BE CONCEALED IN WALL, CEILINGS, AND BELOW RAISED FLOOR SPACES UNLESS OTHERWISE NOTED ON THE DRAWINGS. CABLING INACCESSIBLE CEILING SPACES SHALL BE INSTALLED AS OPEN CABLING NEAR STRUCTURES AND WALLS OR AS SPECIFICALLY NOTED ON DRAWINGS. SEE SPECIFICATIONS FOR SUPPORT REQUIREMENTS. 17. PROVIDE FIRESTOPPING SYSTEMS FOR CONDUIT AND RACEWAY SYSTEMS AT PENETRATIONS, SLEEVES AND SLOTS OF FIRE RATED CONSTRUCTION FOR HORIZONTAL AND INTRABUILDING PATHWAYS AND SPACES. 18. INTRABUILDING OPTICAL FIBER CABLING SHALL BE CLEARLY AND VISIBLY IDENTIFIED IN PULLBOXES, ENTRANCE POINTS, EACH RISER ROOM, AND 5'-0" BEFORE ENTERING A FREE STANDING RACK UTILIZING AN OPTICAL FIBER CABLE MARKER TAG SYSTEM. 19. CATEGORY 6/6A CABLING: MAINTAIN A MINIMUM SPACING OF 12" FROM ELECTRICAL FEEDERS AND BRANCH CIRCUIT WIRING AND 12" FROM AUXILIARY SYSTEM CABLING. 20. MINIMUM SPACING FROM ELECTRICAL APPARATUS SUCH AS MOTOR DRIVEN EQUIPMENT AND TRANSFORMERS SHALL BE 6-0". SPACING REQUIREMENTS SHALL APPLY TO OPEN CABLING PATHWAYS WHERE EQUIPMENT IS LOCATED ON THE SAME FLOOR, FLOOR ABOVE, FLOOR BELOW, OR IN ROOMS ADJACENT TO SUCH EQUIPMENT AS THOUGH WALLS AND FLOORS DID NOT EXIST. EXCEPTION: BUILDING CONSTRUCTION THAT RESULTS IN CONTINUOUS METALLIC BARRIER BETWEEN ELECTRICAL APPARATUS AND CABLE PATHWAYS SHALL BE CONSIDERED AS SUITABLE SEPARATION. 21. PRIOR TO STARTING TELECOMMUNICATIONS INSTALLATION, CAREFULLY INSPECT INSTALLED WORK OF OTHER TRADES AND VERIFY THAT SUCH WORK IS COMPLETE TO THE POINT WHERE WORK MAY PROPERLY COMMENCE. NOTIFY THE ARCHITECT AND ENGINEER IN WRITING OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK. 22. DO NOT BEGIN TELECOMMUNICATIONS INSTALLATION UNTIL ALL UNSATISFACTORY CONDITIONS ARE RESOLVED. BEGINNING WORK CONSTITUTES ACCEPTANCE OF CONDITIONS AS SATISFACTORY. 23. ROUTE CATEGORY 6/6A CABLES TO THEIR ASSIGNED CROSS -CONNECT PER THE IDENTIFICATION LABEL AT EACH TELECOMMUNICATIONS WORKSTATION DEVICE. TERMINATE ALL CABLES ON 48-PORT PATCH PANELS ON RACKS UNLESS OTHERWISE NOTED. 24. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONDUIT, OUTLET BOXES, JUNCTION BOXES, RACEWAY SYSTEMS, ETC. FOR A COMPLETE AND OPERATIONAL PATHWAY SYSTEM FOR ALL TELECOMMUNICATIONS SYSTEMS PER THE SCOPE OF WORK INDICATED ON THE CONSTRUCTION DRAWINGS AND BID SPECIFICATIONS. 25. CABLE TRAY PATHWAYS ABOVE ACCESSIBLE CEILINGS SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. CABLE TRAY PATHWAYS BELOW RAISED FLOOR SPACES SHALL BE PROVIDED BY THE TELECOMMUNICATIONS CONTRACTOR. /7PERMIT RESUBMITTAL 6 CIVIL PERMIT RESPONSE NO. REVISION ABBREVIATIONS A AMPERE AIR CONDITIONING; ALTERNATING CURRENT; AC ABOVE COUNTER AF AMP FUSE; AMP FRAME AFC AVAILABLE FAULT CURRENT AFF ABOVE FINISHED FLOOR AG ABOVE GRADE AHJ AUTHORITIES HAVING JURISDICTION AHU AIR HANDLING UNIT AIC AMPERE INTERRUPTING CURRENT AL ALUMINUM ANSI AMERICAN NATIONAL STANDARDS INSTITUTE AS AMP SWITCH AT AMP TRIP ATM ASYNCHRONOUS TRANSFER MODE ATS AUTOMATIC TRANSFER SWITCH AV AUDIO VISUAL AWG AMERICAN WIRE GAUGE C0 O O SMFC SURFACE -MOUNTED OPTICAL FIBER CABINET 0 O IBC INTERNATIONAL BUILDING CODE SMR SURFACE METAL RACEWAY IC INTERMEDIATE CROSS CONNECT SONET SYNCHRONOUS OPTICAL NETWORK N N IDF INTERMEDIATE DISTRIBUTION FRAME SP SERVICE PROVIDER Q IEEE INSTITUTE OF ELECTRICAL AND ELECTRONIC SPD SURGE PROTECTIVE DEVICE ENGINEERS SPEC SPECIFICATIONS J IG ISOLATED GROUND SPST SINGLE POLE SINGLE THROW IMC INTERMEDIATE METALLIC CONDUIT ST SHUNT TRIP ISDN INTEGRATED SERVICES DIGITAL NETWORK STP SHIELDED TWISTED PAIR SVGA SUPER VIDEO GRAPHICS ARRAY J JUNCTION SW SWITCH SWBD SWITCHBOARD K KIRK KEY KCMIL THOUSAND CIRCULAR MILS kVA KILOVOLT AMPERE KVAR KILOVOLT AMPERE REACTIVE kW KILOWATT LAN LOCAL AREA NETWORK BAS BUILDING AUTOMATION SYSTEM LCP LIGHTING CONTROL PANEL BATT BATTERIES LEC LOCAL EXCHANGE CARRIER BIL BASIC IMPULSE INSULATION LEVEL LT LIGHT BKBD BACKBOARD LTG LIGHTING BKR BREAKER BLDG BUILDING M METER MAN METROPOLITAN AREA NETWORK C CONDUIT; DEGREES CELSIUS M METER CAB CABINET MAN METROPOLITAN AREA NETWORK CAT CATEGORY MAX MAXIMUM CATV COMMUNITY ANTENNA TELEVISION MC MAIN CROSS CONNECT; METAL CLAD (CABLE) CB CIRCUIT BREAKER MCB MAIN CIRCUIT BREAKER CCTV CLOSED CIRCUIT TELEVISION MCC MOTOR CONTROL CENTER CLG CEILING MDF MAIN DISTRIBUTION FRAME CM CEILING -MOUNTED MDP MAIN DISTRIBUTION PANEL CO CONDUIT ONLY MFR MANUFACTURER COW COMPUTER ON WHEELS MH MANHOLE CR CONTROLLED RECEPTACLE MIN MINIMUM CT CURRENT TRANSFORMER MLO MAIN LUGS ONLY CU COPPER MM MULTIMODE MPOE MAIN POINT OF ENTRY D DEDICATED MPOP MAIN POINT OF PRESENCE DDC DIRECT DIGITAL CONTROL MTD MOUNTED DEMARC DEMARCATION POINT MTS MANUAL TRANSFER SWITCH DISC DISCONNECT DIST DISTRIBUTION (N) NEW DSL DIGITAL SUBSCRIBER LINE N NEUTRAL DWG DRAWING NAC NOTIFICATION APPLIANCE CIRCUIT NEC NATIONAL ELECTRICAL CODE (E) EXISTING NEMA NATIONAL ELECTRICAL MANUFACTURERS EA EACH ASSOCIATION EF EXHAUST FAN NF NON -FUSED EIA ELECTRONIC INDUSTRIES ASSOCIATION NIC NOT IN CONTRACT ELEV ELEVATION NL NIGHT LIGHT EM EMERGENCY EMT ELECTRICAL METALLIC TUBING OFC OPTICAL FIBER CABLE ENCL ENCLOSURE OHL OVERHEAD LINE EPM ELECTRONIC POWER METER OL OVERLOAD EPO EMERGENCY POWER OFF OS OCCUPANCY SENSOR EQUIP EQUIPMENT OSP OUTSIDE PLANT ETR EXISTING TO REMAIN EWC ELECTRIC WATER COOLER P POLE PBX PRIVATE BRANCH EXCHANGE F FUSE; DEGREES FAHRENHEIT PF POWER FACTOR FA FIRE ALARM PH PHASE FAAP FIRE ALARM ANNUNCIATOR PANEL PIR PASSIVE INFRARED FACP FIRE ALARM CONTROL PANEL PIV POST INDICATING VALVE FBO FURNISHED BY OWNER PNL PANEL FC FOOT-CANDLE PP PATCH PANEL FURNISHED BY OWNER INSTALLED BY PT POTENTIAL TRANSFORMER FDIC CONTRACTOR PVC POLYVINYL CHLORIDE FOIO FURNISHED BY OWNER INSTALLED BY OWNER FSD FIRE SMOKE DAMPER RC ROOM CONTROLLER RCP REFLECTED CEILING PLAN G GROUND REC RECEPTACLE GB GROUND FAULT CIRCUIT BREAKER REF REFER TO GF GROUND FAULT CIRCUIT INTERRUPTER REV REVISION GFP GROUND FAULT PROTECTION RM ROOM GND GROUND RTRC REINFORCED THERMORESETTING RESIN GRS GALVANIZED RIGID STEEL CONDUIT RU RACK UNIT HC HORIZONTAL CROSS CONNECT HID HIGH INTENSITY DISCHARGE SB STANDBY HP HORSEPOWER SHT SHEET HTR HEATER SLC SIGNALING LINE CIRCUIT Hz HERTZ SM SINGLEMODE s.�� SURVEYED: DESIGNED: KSR 12/12/22 DRAWN: KSR 10/26/22 j CHECKED: TSV BY DATE AP P R APPROVED: SCALE: NONE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM uCITY OF RENTON Planning/Building/Public Works Dept. TBB TELECOMMUNICATIONS BONDING BACKBONE TEL TELEPHONE TELCO TELEPHONE COMPANY TGB TELECOMMUNICATIONS GROUNDING BUSBAR 00 TIA TELECOMMUNICATIONS INDUSTRY ASSOCIATION M TMGB TELECOMMUNICATIONS MAIN GROUNDING C) BUSBAR 0 TP TAMPERPROOF 0 TR TELECOMMUNICATIONS ROOM CV TTB TELEPHONE TERMINAL BOARD (V TV TELEVISION��' TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION TYP TYPICAL UG UNDERGROUND UL UNDERWRITERS LABORATORIES UON UNLESS OTHERWISE NOTED UPS UNINTERRUPTIBLE POWER SUPPLY USB UNIVERSAL SERIAL BUS UTP UNSHIELDED TWISTED PAIR UV UNIT VENTILATOR (C) V VOLTS Ln 00 VA VOLT AMPERES N VFD VARIABLE FREQUENCY DRIVE 0 O W WATT; WIRE N N W/ WITH U W/O WITHOUT WA WORKSTATION AREA WAN WIDE AREA NETWORK WG WIRE GUARD WH WATT HOUR METER WP WEATHERPROOF XMFR TRANSFORMER I Y WYE I Z IMPEDANCE T-422110 R-422156 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNINGDEVELOPMENT ENGINEERING r �' oJ J Alex MC [1/27/2023]Michael Sippo 01/27/2023 Q 6L m DATE:co LINDBERGH HIGH SCHOOL MODERNIZATION 12 DEC 2022 /W 16426128TH AVE SE FIELDBOOK: 1„L PAGE: RENTON, WA 98058 DRAWING NO: ELECTRICAL ABBREVIATIONS AND GENERAL NOTES C EO.02 a: SHEET: OF: W 56 64 CL AeccDbFace (AeccL_and130) 0 0 C) 0 i N N Q J H H H N N n (D LO 00 N O O N N u �, A 11 1 1 10 0 ` 8 , 1 0 I I I 1 I I I 0 I I I I © I I I I I it ® II II I 0 j (TYP) I I O � I I I I 00' CALCULATION SUMMARY CALCULATION AREA MIN. LIGHT LEVEL (FC) AVE. MAINTAINED (FC) UNIFORMITY RATIO (AVG./MIN.) 128TH AVE SE WALKWAY 0.6 2.3 3.8 NORTH CROSSWALK SIDEWALK 2.0 2.3 1.2 SOUTH CROSSWALK SIDEWALK 1.8 2.3 1.3 NORTH CROSSWALK ROADWAY 0.9 1.6 1.8 SOUTH CROSSWALK ROADWAY 1.1 1.6 1.5 0 LUMINAIRE WIRING DIAGRAM NO SCALE LUMINAIRE WIRING SCHEDULE QUANTITY OF PHASE EQUIPMENT QUANTITY OF NO. RACEWAY CONDUIT SIZE PHASE CONDUCTOR GROUND SIZE TRACER WIRES CONDUCTORS SIZE 1 2" SCHED. 40 PVC 2 #8 AWG #8 AWG - 2 3" SCHED. 40 PVC 3 #2 AWG - - 3 2" SCHED. 40 PVC (SPARE) - - - 1 LUMINAIRE POLE SCHEDULE NOTES: GENERAL NOTE: SEE DETAIL 2 ON THIS SHEET FOR LUMINAIRE WIRING DIAGRAM. 1. FIXTURE ON SAME POLE AS PEDESTRIAN FIXTURE. SEE DETAIL RENTON STANDARD DETAIL 117.1. 2. FIXTURE ON SAME POLE AS ROADWAY FIXTURE. SEE DETAIL RENTON STANDARD DETAIL 117.1. SHEET NOTES: 4 1. THE LOCATION OF ALL CONDUIT, JUNCTION BOXES, AND CABINETS SOWN ON THIS PLAN ARE APPROXIMATE ONLY. FINAL 4 LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND CONFIRMED IN THE FIELD BY THE ENGINEER. 4 2. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, CITY OF RENTON STANDARDS AND WSDOT STANDARDS AND 1 SPECIFICATIONS, CURRENT EDITION. 1 3. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS 4 NECESSARY. 1 ' 4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE INSPECTOR FOR MATERIALS APPROVAL THREE WEEKS PRIOR TO REQUESTED APPROVAL DATE. 5. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL THE PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE WITH AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. 6. 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 7. POLE FOUNDATIONS SHALL NOT BE EXCAVATED AND POURED BEFORE POLE LOCATIONS ARE APPROVED BY THE ENGINEER. 8. CONTACT ERIC CUTSHALL TRANSPORTATION MANAGER FOR ASSET ID NUMBER AT 425-430-7423. STREET LIGHTING NOTES: 1. THE CONTRACTOR SHALL ACQUIRE AN ELECTRICAL PERMIT FROM THE CITY'S BUILDING DEPARTMENT. THE ELECTRICAL PERMIT SHALL BE KEPT IN THE UPPER BAY OF THE SERVICE CABINET. 2. UPON COMPLETION OF UNDERGROUND INSTALLATION OF POWER FROM POWER VAULT OR POLE TO SERVICE CABINET, NOTIFY THE BUILDING DEPARTMENT. UPON FINAL ELECTRICAL PERMIT APPROVAL, ELECTRICAL INSPECTOR WILL PLACE AN APPROVAL TAG NEXT TO THE METER BASE SO ELECTRICAL SERVICE CAN BE AUTHORIZED. 3. COORDINATE POWER SOURCE AND SERVICE LOCATION WITH UTILITY. 4. CONTACT THE UTILITIES UNDERGROUND LOCATION CENTER AT LEAST 3 DAYS PRIOR TO COMMENCING EARTHWORK. 5. SEE CITY OF RENTON MUNICIPAL CODE AND SECTION J ILLUMINATION DESIGN STANDARDS FOR ADDITIONAL INFORMATION. 6. SEE STREET LIGHTING DETAILS ON SHEETS CE2.01, CE2.02, AND CE2.03 FOR ADDITIONAL INFORMATION. 7. LOCATE LIGHT POLE BASES, JUNCTION BOXES, AND CONCRETE PADS IN ACCORDANCE WITH CITY OF RENTON MUNICIPAL STANDARDS AND ALLOWING FOR SL1 LUMINAIRES TO ADHERE TO MAXIMUM ARM LENGTH REQUIREMENTS AND TO OVERHANG SIDEWALK BY MAXIMUM 2 FEET. LUMINAIRE POLE SCHEDULE LUM. POLE POLE ID MOUNTING INPUT SERVICE/ STREET NAME STATION OFFSET LATITUDE LONGITUDE ARM LENGTH VOLTAGE MANUFACTURER MODEL SERIES CO -LISTED FIXTURE BASE TYPE NOTES NO. NUMBER HEIGHT WATTS CIRCUIT O1 128TH AVE SE 18+76.41 34.94' LT 16'-6" 4'-0" 40 240 CYCLONE LIGHTING DOMIA PENDANT CY55P1A LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A - O2 128TH AVE SE 18+34.14 32.72' LT 16'-6" 4'-0" 40 240 CYCLONE LIGHTING DOMIA PENDANT CY55P1A LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A - s O3 128TH AVE SE 17+77.45 41.51' LT 35'-0" 10'-01, 120 240 CYCLONE LIGHTING DOMIA PENDANT CY55P1A LED SERIES KING LUMINAIRE - K831 LED SERIES FIXED ILLUM. A 1 16'-6" 4'-0" 40 240 CYCLONE LIGHTING DOMIA PENDANT CY55P1A LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A 2 ® 128TH AVE SE 17+02.90 41.51' LT 16'-6" 4'-0" 40 240 CYCLONE LIGHTING DOMIA PENDANT CY55P1A LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A - O5 128TH AVE SE 16+43.44 41.51' LT 16'-6" 4'-0" 40 240 CYCLONE LIGHTING DOMIA PENDANT CY55P1A LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A - © 128TH AVE SE 15+83.44 41.51' LT 16'-6" 4'-0" 40 240 CYCLONE LIGHTING DOMIA PENDANT CY55P1A LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A - s s O7 128TH AVE SE 15+23.74 41.50' LT 35'-0" 10'-01, 120 240 CYCLONE LIGHTING DOMIA PENDANT CY55P1A LED SERIES KING LUMINAIRE - K831 LED SERIES FIXED ILLUM. A 1 16'-6" 4'-0" 40 240 CYCLONE LIGHTING DOMIA PENDANT CY55P1A LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A 2 ® 128TH AVE SE 14+02.05 32.90' LT 16'-6" 4'-0" 40 240 CYCLONE LIGHTING DOMIA PENDANT CY55P1A LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A - O9 128TH AVE SE 13+68.08 41.46' LT 16'-6" 4'-0" 40 240 CYCLONE LIGHTING DOMIA PENDANT CY55P1A LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A - 10 128TH AVE SE 13+43.40 38.74' LT 16'-6" 4'-0" 40 240 CYCLONE LIGHTING DOMIA PENDANT CY55P1A LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A - 11 128TH AVE SE 13+11.52 28.85' LT 16'-6" 4'-0" 40 240 CYCLONE LIGHTING DOMIA PENDANT CY55P1A LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A - METRIC PLAN PERMIT RESUBMITTAL - FINAL PERMIT RESUBMITTAL CIVIL PERMIT RESPONSE NO. I REVISION SURVEYED: DESIGNED: 03/06/23 KSR. 12/12/22 DRAWN. KSR 10/26/22 CHECKED: TSV BY DATE APPR APPROVED: SCALE: NONE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M T-422112 R-422156 CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS O O O O i N N Q J so H H H (0 Ln 00 N O O N U �, DEVELOPMENT ENGINEERING ' Michael Sippo 04/12/2023 J Q m LINDBERGH HIGH SCHOOL MODERNIZATION 16426128TH AVE SE RENTON, WA 98058 STREET FRONTAGE PHOTOMETRICS & SCHEDULES DATE: 12 DEC 2022 co /W 1„L FIELDBOOK: PAGE: DRAWING NO: C E 1.00 L C a: W SHEET: OF: CL AeccDbFace (AeccLandl30) CO O T- O O O N N Q J 00 co O O O O N N n Cfl 00 N O O N N All AeccDbFace (AeccLandl30) CO O T- O O O N N Q J 00 co O O O O N N n Cfl 00 N O O N N All AeccDbFace (AeccLandl30) CO O T- O O O N N Q J 00 co O O O O N N n Cfl 00 N O O N N All