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Home My WebLink AboutT-432604N CV C'7 m 1 I O T6 POWER POC FOR NEW PEDESTRIAN SCALE LIGHTING SHALL BE AT EXISTING HANDHOLE THAT �•- SERVED EX UTILITY POLE SEE ELECTRICAL PLANS,.• E E W HI RD vA Tr � W f J w•.•: '• 1. D &c \ \h I LO EXISTING -, -71 L, / I � 2" GAS MAIN I I SS ` 12"PSD(R)� 4+00 Ss - SS \ 3+50 Ss n � SSMH RIM:' STREET TREE 8"CP(E,W) (SPECIES, SPACING, COC:436.0' AND QUANTITY TBD) SDMH RIM:452.56' IE 12"PE(N):447.85' IE 10"IP(NE):445.35' IE 12"CP(E):436.15' IE 15"CP(W):435.95' H2O:436.25' BTM:435.1' 1 PROTECT EXISTING RIM: 52.87' TREE TO REMAIN 4 " E(S):449.3 ' H2O:449.35' BTM: 47.9' 470.69' -` Y DECORATIVE PED LIGHT POLE - / OP PER ELECTRICAL PLANS (TYP) I OHP&T OPOP-1 "HPT EXISTING // / //�/- / SDMH RIM:468. POWER POLE I / ��Qj / 6� / / 41 CHIMNEY COVER) NOTE: CONTRACTOR SHALL INCLUDE ALLOWANCE FOR THE FOLLOWING RELATED TO THE STREET IMPROVEMENTS FROM THE INTERSECTION OF FIELD AVE NE AND NE 10TH STREET TO THE WEST: IRRIGATION IN PLANTER STRIP BEHIND SIDEWALK LAWN/HYDROSEED IN PLANTER STRIP WITH SOIL BEING AMENDED PER BMP TS.13. SEE DETAIL 6/C300. IE 12"CP(N):447.5,1; 60 6� CMP(S)(R) �0.,47.51' \ i RAbE445.41' y' ® SDI W W � W _ _ -- /,/,( W �W L W W Y W W\ W /W I I )I I GRASS 1 1 TH ST" yl 6'CLF ��TUMP-4-477- _ _ - -_-_-------$7�- 4 --475-- 4_ %47z�- "G(P)SL\�F - - � �- ----- --47�-Gj - E A D t art . Q � / � � ,cc&cc J SM IM:476.51' / M / m 8"CP(, ).8"PE(S) / W P 1 W y^ rPSe� IE 8'PE ):462.60' / /0c Lu N 8"PSS _ 7+00 ( / / +OQC:447. 0' �� 48°16' 1"W 736.68' I 4SMH RIIv4$ . SS E. 1 NTH S 1 k"Pss ss 't _q'+ SS \ S ` SS 82 s � z �W/ CHIMNEY CO V ) \ J 0 OP 0 "tit 1 P 9 -08t - /� / OP CC&CG \ Q IhCOC: 446.26' 7 OP • , •- ROCKERY OHP&T P OP Fr - II I ASPHALT PAVING (RESIDENTIAL STREET SECTION) SEE DETAIL (TYP) C 03 Q p WM -0. rn BLR ASPHALT PAVING (RESIDENTIAL STREET SECTION) SEE DETAIL (TYP) 8 C30 0 10 20 40 SCALE 1 "=20' NEW THERMOPLASTIC CROSSWALK STRIPING PER COR STANDARD PLAN 127 SEE DETAIL 6 C30 • . 9 D . . D . y Q IE 6"PE(W): 474.76'j \ FLEXIBLE / can 12 CMP(S). 468.47' 11 0tNCH. ' ° J. ° > . o ° .. , ° . , ° IE 6"PE(NE): 474.56' \ • ' Q N �, I - - DELINEATOR(2) \ 6"ADS(W):469.17' r ° ° ( BTM:472.56' - - _ TM:467.22' L J . / 10'CLF I / \ - -474� CB TYPE 1 \ „ .,. EX RECENTLY ---------47------- - ---- - - �rj RI :472.05' A� \ Q.6 tl M 2' INSTALLED CURB CUT --------- --------- ------ ] 47P-- -`--- 8"WOODRET.WALL---- ---- -1 C \ 12'nEC 1�8"IP(E):469.95' 10"PE(N,SW) RAMP TO BE REPLACED - - - _ - 8"WOOD RET. WALL �� ' 2 � - - - - - -_- _ - - - - - - -� - - - _ _ _ _ � - = - - - - - -�- - - BTM: 469.95' - � � •� COC: 452.65' 2G(Pj-FPS �----NM6'DT'V63'f.5r--------47�-------��----47Pr- - ___ ------ ' 9E T �. - - -� ]� "STOP" 2Sz(2L�c - T �A� - ... 9 GAS - GAS -GRA'SS- GA L�� GAS G(P) r/ �` SI • ' ` 1�A. ---- - �^ E GAS2 S D �.. ,. .. s. ,.d , , o / r W wP' ♦'. ♦ ♦' •D ♦'. !' .E' e ,. ♦ ,: ?5GW-♦• , ,: ♦, ♦, D ♦ J'., •s e•-• <'i • ` .• 4GR D D. .. CD r tD q.G :a.GR _ 5�C ` - - - - - ^�: m CB TYPE 1 CC&CG41 Cf)\ 6"CC & 12"CG IE 8 PE(N).474.60' JOP" \ "STUDENT \ 0 6"CC o \ J CB T a M M M M -M M IE 12 PE S :47�`40' , \ - " W o W P �� - _ - H2O: 474.40' B : 4 p °' �� L J M M W P �M -M �E�-- & 12'�G W P W(P IEM12 �gQ- > \ &PICKUP" LIMITO PARK" & H2O: W I / IE 6"PE(E):475. ♦� "� Q�r ��SZ \ \ "NO PARKING" �" Vf ^� 9+00 BTM:473.16' 10+00 P \ �, i 00 \-- \ 12+00 \ 8 PSS +00 p i 1 P S SS SS SS SS -SS SS SS SS W 10+ 11+50 SS 12+50 SSMH RIM:472.65' CB 11�E 50 z Q�2 -&$O� �8 S SSMH RIM:479.32' Cl- 8 - / �11 E 10TH ST �'( )* N RIM:471.68� 1,.� / ■ ■ ■ 6"PE DRO S IE UNOBTAINABLE I �� IE 12"PE(S):467.30' LL / �PSQ� 8"PE(W),10"PE(NE) \ 0 0 0 '( ): 8'CP(E,W) 8"PE(S) CB RIM:478. r 0 _ IE 12"PE(E73.55' /�`1 / / %` - ( • IE 12"CMP(S):467. 8' V CC&CG cn CC&CG COC:449.10' Q IE 1yPE(S):473.45' / E 10"PE DROP(E): 462.35' iil� CC&CG r� - <� C COC:450.50' Novi • I IP(SW):469.8 Q nP ® a ..- P E !cd�p� i$TM: 466.58 _ _ Ecd P ®� ® OP r t ;. P Ec P Op, np / �� :I¢• T- 0TOP T G R S ' OHP&T SLHHOT T OP CR OPv / 6'WF 6'WF OHP&T h - . =- - TS \Tcd P OHP&7 _ IE T - � P I ELEC. BRICK 7 - - - T > IE 6"PE(S):474.50 i OHP&T WM O °- CABINET "GRAHAM AVE E & NE ° IE 12"PE(W):474.10' Ecd P IE 8"IP(NE):469.92' P 0 PP CD 10TH ST" Cfill HH SLHH 6'WF 6'WF H2O:474.20' BTM:472.8' BTM:469.57' cm OHP[&yTT LEGEND PROPERTY LINE DECORATIVE PED LIGHT POLE - / OP PER ELECTRICAL PLANS (TYP) I OHP&T OPOP-1 "HPT EXISTING // / //�/- / SDMH RIM:468. POWER POLE I / ��Qj / 6� / / 41 CHIMNEY COVER) NOTE: CONTRACTOR SHALL INCLUDE ALLOWANCE FOR THE FOLLOWING RELATED TO THE STREET IMPROVEMENTS FROM THE INTERSECTION OF FIELD AVE NE AND NE 10TH STREET TO THE WEST: IRRIGATION IN PLANTER STRIP BEHIND SIDEWALK LAWN/HYDROSEED IN PLANTER STRIP WITH SOIL BEING AMENDED PER BMP TS.13. SEE DETAIL 6/C300. IE 12"CP(N):447.5,1; 60 6� CMP(S)(R) �0.,47.51' \ i RAbE445.41' y' ® SDI W W � W _ _ -- /,/,( W �W L W W Y W W\ W /W I I )I I GRASS 1 1 TH ST" yl 6'CLF ��TUMP-4-477- _ _ - -_-_-------$7�- 4 --475-- 4_ %47z�- "G(P)SL\�F - - � �- ----- --47�-Gj - E A D t art . Q � / � � ,cc&cc J SM IM:476.51' / M / m 8"CP(, ).8"PE(S) / W P 1 W y^ rPSe� IE 8'PE ):462.60' / /0c Lu N 8"PSS _ 7+00 ( / / +OQC:447. 0' �� 48°16' 1"W 736.68' I 4SMH RIIv4$ . SS E. 1 NTH S 1 k"Pss ss 't _q'+ SS \ S ` SS 82 s � z �W/ CHIMNEY CO V ) \ J 0 OP 0 "tit 1 P 9 -08t - /� / OP CC&CG \ Q IhCOC: 446.26' 7 OP • , •- ROCKERY OHP&T P OP Fr - II I ASPHALT PAVING (RESIDENTIAL STREET SECTION) SEE DETAIL (TYP) C 03 Q p WM -0. rn BLR ASPHALT PAVING (RESIDENTIAL STREET SECTION) SEE DETAIL (TYP) 8 C30 0 10 20 40 SCALE 1 "=20' NEW THERMOPLASTIC CROSSWALK STRIPING PER COR STANDARD PLAN 127 SEE DETAIL 6 C30 • . 9 D . . D . y Q IE 6"PE(W): 474.76'j \ FLEXIBLE / can 12 CMP(S). 468.47' 11 0tNCH. ' ° J. ° > . o ° .. , ° . , ° IE 6"PE(NE): 474.56' \ • ' Q N �, I - - DELINEATOR(2) \ 6"ADS(W):469.17' r ° ° ( BTM:472.56' - - _ TM:467.22' L J . / 10'CLF I / \ - -474� CB TYPE 1 \ „ .,. EX RECENTLY ---------47------- - ---- - - �rj RI :472.05' A� \ Q.6 tl M 2' INSTALLED CURB CUT --------- --------- ------ ] 47P-- -`--- 8"WOODRET.WALL---- ---- -1 C \ 12'nEC 1�8"IP(E):469.95' 10"PE(N,SW) RAMP TO BE REPLACED - - - _ - 8"WOOD RET. WALL �� ' 2 � - - - - - -_- _ - - - - - - -� - - - _ _ _ _ � - = - - - - - -�- - - BTM: 469.95' - � � •� COC: 452.65' 2G(Pj-FPS �----NM6'DT'V63'f.5r--------47�-------��----47Pr- - ___ ------ ' 9E T �. - - -� ]� "STOP" 2Sz(2L�c - T �A� - ... 9 GAS - GAS -GRA'SS- GA L�� GAS G(P) r/ �` SI • ' ` 1�A. ---- - �^ E GAS2 S D �.. ,. .. s. ,.d , , o / r W wP' ♦'. ♦ ♦' •D ♦'. !' .E' e ,. ♦ ,: ?5GW-♦• , ,: ♦, ♦, D ♦ J'., •s e•-• <'i • ` .• 4GR D D. .. CD r tD q.G :a.GR _ 5�C ` - - - - - ^�: m CB TYPE 1 CC&CG41 Cf)\ 6"CC & 12"CG IE 8 PE(N).474.60' JOP" \ "STUDENT \ 0 6"CC o \ J CB T a M M M M -M M IE 12 PE S :47�`40' , \ - " W o W P �� - _ - H2O: 474.40' B : 4 p °' �� L J M M W P �M -M �E�-- & 12'�G W P W(P IEM12 �gQ- > \ &PICKUP" LIMITO PARK" & H2O: W I / IE 6"PE(E):475. ♦� "� Q�r ��SZ \ \ "NO PARKING" �" Vf ^� 9+00 BTM:473.16' 10+00 P \ �, i 00 \-- \ 12+00 \ 8 PSS +00 p i 1 P S SS SS SS SS -SS SS SS SS W 10+ 11+50 SS 12+50 SSMH RIM:472.65' CB 11�E 50 z Q�2 -&$O� �8 S SSMH RIM:479.32' Cl- 8 - / �11 E 10TH ST �'( )* N RIM:471.68� 1,.� / ■ ■ ■ 6"PE DRO S IE UNOBTAINABLE I �� IE 12"PE(S):467.30' LL / �PSQ� 8"PE(W),10"PE(NE) \ 0 0 0 '( ): 8'CP(E,W) 8"PE(S) CB RIM:478. r 0 _ IE 12"PE(E73.55' /�`1 / / %` - ( • IE 12"CMP(S):467. 8' V CC&CG cn CC&CG COC:449.10' Q IE 1yPE(S):473.45' / E 10"PE DROP(E): 462.35' iil� CC&CG r� - <� C COC:450.50' Novi • I IP(SW):469.8 Q nP ® a ..- P E !cd�p� i$TM: 466.58 _ _ Ecd P ®� ® OP r t ;. P Ec P Op, np / �� :I¢• T- 0TOP T G R S ' OHP&T SLHHOT T OP CR OPv / 6'WF 6'WF OHP&T h - . =- - TS \Tcd P OHP&7 _ IE T - � P I ELEC. BRICK 7 - - - T > IE 6"PE(S):474.50 i OHP&T WM O °- CABINET "GRAHAM AVE E & NE ° IE 12"PE(W):474.10' Ecd P IE 8"IP(NE):469.92' P 0 PP CD 10TH ST" Cfill HH SLHH 6'WF 6'WF H2O:474.20' BTM:472.8' BTM:469.57' cm OHP[&yTT LEGEND PROPERTY LINE N 7933'06" E - 46.81' CONTOUR (INDEX) �1 CONTOUR SPOT ELEVATION 6 �� TC 109.86 109.36 BC 109.36 GRADE BREAK - -RIDGE - - VALLEY ASPHALT PAVEMENT CONCRETE PAVEMENT > .° , ro• o.:•' CONCRETE CURB BUILDING VESTIBULE M 0 R-432625 0 N T-432604 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS E E cn DEVELOPMENT ENGINEERING msippo 08/07/2025 N ON I N U m WA JA C HORIZONTAL: N D 1983/1991 HAZEN HIGH SCHOOL MODERNIZATION 07.1 1.2025 0 WAS�� SURVEYED: SCALE: DATE: o DESIGNED:JAJ , „-' �' CITY OF FlELDBOOK: RENTON N DRAWN: PAGE: t DJD/AJJ NklsONE INCH ' DRAWING NO: RAG STE��9 �� CHECKED: AT FULL SCALE DATUM PlanninJAJg/Building/Public Works Dept. NE 10TH ST STRIPING AND SIGNAGE PLAN C211 IF NOT ONE INCH Z SSIDNAL v�� APPROVED: SCALE ACCORD NGLY SHEEP: OF: H o'; 2J zoz5 N0. REVISION BY DATE APPR JAJ 25 OF 7E T CV O Nt CV A, u NJ- C:) C:) I Nt CV Q J CO O O O 0 CV It ,@I