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HomeMy WebLinkAboutR-418203N 0 T I� I� O I W NM 0rI T �\I 1 N I n rr F___ N W T I N I n rr N W T I T I O rr F___ M, LOB ° L_ 4° CB AND. PIPE STREAM.. SHAL4 6E INS ALLED AS ° \ ��o PART' OF PHE INDIVIDUAL BUILDING PER ITS _FQR' ° d . i LOT: \ ° °°° e a d ° . d ° °° ° II ° °. ° . PROPOSED'°.PRIVATE:. STORM. EASEMEtf FG 133.04 THE LOTS ' d ° °4 ° BEGIN 5' SIDEWALK a 16:�' 4. a STA 7+31.90, 21.50' LT .:. FG 132.97 ° . d ...` . I ° IS PPPE A ° ALL°PIP.E FG .135.9 ° • d a° G °138:31 FG UPSTREAM RE RI VA s ° ° ° • a d w °P39.13 ° d e. r - T RIM=131.87 6' ' T+ r° P P- + + + + + IE P1 Z_=1q-{E��13�2 :.: :::: a! G i3 90 "--- Td + + + + + + + ° ° E 12" CON (W)=l28.57 + °• 35.66 OHP �IEHI2' 1� UM7 0 ::=:,N'F �H + 0 ° ° 'OH F° ° cC' HP + + P++ <.Q d \ ,,. �:. SD 7 MATCH EXISTING "• "'•." •. •. 3 E.BEGIN TORM REPLACEMENT FL 133.96 FL 134.52 FL 135.54 v w w w STA 7 29.75 11.83 LT w w w w w w OBEGIN CURB OD GUTTER �` ` ` I 6 SAWCUT'"' STA 7+31.9��13.00' LT 8 co 7+00 (MATCH ° FL 132.92 / -4 _ EXISTING) FL 136.04 1 12 LF TRIPLE CBS TYPES CB WALL CPE OR STA 7�40.26, 11.79 LT LOT 36 DRIVEWAY CENTERLINE Q APPROVED EQUAL L \RIM:134.33 STA:7+61.08 SS Sss SS SS 0 8.22%� INV=13 .20 12" (E) 1 S SS SS ----1N_-� SS SS SS SS INV-130W) s SD SD SD SD SD / /SD SD SD SD D SD SD SD/ / SD SD SD SD G G G G G G G G 3 G G G G G G G G G- 155 150 145 140 135 130 RIM=133.29 IE 12" CONC. (E)=131.29 IE 12" CONC. (W)=131.29 FL 1JZ53� w 134 LF 12" TRIPLE WALL OR APPROVED EQUAL ® 4. T -6mo- A SS SS f L - - LOT 34 a ° A. ° ° ° a ..°.. ° °. Rw" °. 5.W SIDEWAL j a F. 141:35 142.24 F 4 ° + + + .00' PLANER .4. 0 + ° OHP° + + I 0 ° °• T + + i U + H 0 0 5 10 -FG 142.86 SCALE 1 " = 10' 142.61 - - - - -� - �END 5 SIDEWALK STA 8+75.93, 21.50' LT FG 142.79 EXISTING 12" CONC T 10 SD TO BE REPLACED 0I OHP OHP T OHP r 0 FL Y37.79 FL 138.81 FL 139.18 �'::::' ::: ': FL 140. 6 141.70 END RB AND GUTTER - w - w w _ / w :.;jw FL 140.41 FL 141.99 8+7�13L EXISTING �" DI WATER 58 LF 12 DI"�DCB 1"3.DOj w w - w w _ � 10.37% RIM=13&51 �''�'� STA +74.37, 11.71' LT w � w - w w w IE 12" CONC. (E)=136.66 3� RIM.-,f42.04 �r `J E 12" CONC. (W)=136.66 `F INV=136.54-12' (E) � TO BE REMOVED _ - - -INV=136.54112' (W) _ -9+001 `J QLOT 34 DRIVEWAY CENTERLINE - LOT 35 DRIVEWAY CENTERLINE Q \ STA: 8+60.03 \ STA: 8+11.44 EXISTING 8" CONC SEWER SS SS SS SS S -- SS SS SS SS ss 18 N 34TH ST 3 \ SG SS (RESIDENTIAL ACCESS) \ EXISTING G 12" coNc SD \ SG - - - SD SD SD -/SD SD SD SD SD SD r ) / �= SD SD SD SD SD SD c- � c c c � c c G G �G G G G G -� G � 3 SDCE SDCB = RIM=138.84 IE 12" CONC. (E)=141 78 IE 12" CONC. (E)=137.29 IE 12" ADS (W)=141.78 IE 12" CONC. (W)=137.29 SSMH RIM=140.76 IE 8" CONC. (E)=132.56 IE 8" CONC. (W)=132.36 IE 6" CONC. (S)=132.76 KEYNOTES. - OPROPOSED WATER SERVICE PER COR STD PLAN 320.1 O FOR LOT 34 TO BE INSTALLED BY CITY FORCES. ** WATER SERVICE PER COR STD PLAN 320.1 OPROPOSED O FOR LOT 35 TO BE INSTALLED BY CITY FORCES. ** SDCB RIM=145.06 O PROPOSED WATER SERVICE PER COR STD PLAN 320.1 IE 12" ADS (E)=142.56 FOR LOT 36 TO BE INSTALLED BY CITY FORCES. ** IE 12" CONC. (W)=142.56 ® EX SANITARY SIDE SEWER TO BE UTILIZED FOR LOT 34* SANITARY SIDE SEWER PER COR STD PLAN - - OPROPOSED 406.1 FOR LOT 35 © EX SANITARY SIDE SEWER TO BE UTILIZED FOR LOT 36* OPAVEMENT RESTORATION PER CITY OF RENTON STANDARDS (TIP) =TOH HP ® FIRE HYDRANT ASSEMBLY PER COR STD PLAN 310.1 WITH 2-6" 45' VERTICAL BENDS (MJxMJ) WITH THRUST - BLOCKING PER COR STD PLAN 330.3. PROVIDE 1' CLEARANCE FROM PROPOSED STORM. END STORM REPLACEMENT STA 9+31.21, 12.47' LT O TAPER CURB TO RAMP 1 PROTECT EXISTING UTILITY DURING CONSTRUCTION. w 11 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER COR STD PLANS 101 AND 101.1 3 1© CEMENT CONCRETE SIDEWALK PER COR STD PLAN 102 QCEMENT CONCRETE DRIVEWAY PER COR STD PLANS 104.2 AND 104.3 _SS 3 SS 14 EXISTING WATER SERVICE TO BE REMOVED PER CITY ISIDS. A SEPARATE WATER PERMIT IS REQUIRED. 3 CONTRACTOR TO PROVIDE ASPHALT RAMP TO AVOID RELOCATION OF POWER POLE AND TELECOMMUNICATIONS I CABINET 1® NOT USED G G 1� INSTALL NEW NDBCU WITH 7 BOXES PER COR STD PLAN H026, COORDINATE WITH RENTON POSTMASTER 1® SAWCUT LINE (TIP) 19 CONTRACTOR TO INSTALL CATCH BASIN INSERT PER COR STD PLAN 216.30 ® CORE DRILL OPENING AND PROVIDE WATER TIGHT SEAL INSTALL CONDUIT FOR FUTURE UNDERGROUNDING OF EXISTING OVERHEAD POWER. ® CITY SPRITE ZELKOVA STREET TREE (TYP) ................................. ........................................................................................................................................ ................................................................................................................. J r r N N m `- O co + Q) + 00 c6 t6 + rwn tn 00 W W � NW �� m�� • II II Q � 1 �K co N 3 o Q EXISTING 1 " CONC , - - - - - CIO SD TO BE REPLACED _ - - - - - rn •W-�- _- --- o ��3 J Q Lo ±z PROPOSED GRADE AT -- ---% ° _--- ---- ----- W 1 J FEXISTING Q II- N o W 00- - - - - -___- 2�} ®� UscW�i A U � 2 1, o . 12" CONC o - - - 5$ L _F- N N N O �Z m gm N o NO^ EXISTING AT F �- --__- ---- --___-- -- N + M N Nk - li u- W .. ca EX FIRE HYDRANT cuU'32; CROSSINGW CI: IE=139.0 2.0 MIN _ - - _ CPE 0 qP ROVED 2.0' CLEAR - - -1 _ 12" TRIPLE WALL COVER - - - - - 4 LF 0. 6' CLEAR - - --- ---- -- - - ROWDE ETHAFOA - - - - --- -- 12 LF TRI LE WALL PROPOSED FIRE _ CPE OR APPROVED HYDRANT CROSSING EQUAL @ 8.22% T0 =128.66 125 cv O X �-�-I J 0) O X W J o X �I J W o cv _l X W N co N . J W N rrj _l X W N rj ._ J W of J W o _l X W co rn V p.� . J Li �- J LL X Lil N O � ._ J W co � J W N � _l � X W U') O � pry ._ J W o �- LL X �-�-.I to co � r`i .� J Li �- -i LL X w f+) op ._ J W 0) °6 �- J Li X W N 00 N M .-- J LL LF) ° J � X W et pi I� .� J L� o o y _l � X W mil- O O et ._ J W O rt ..- -1 1 cN J � X LLI O �t .� J W J LL X W rn �. .� J W J LL X LU J W o _l � X W J W cc _l � X Li J W J LL X LU J W J � X Lil J W cN _l � X W J W X W J W X W 7+00 C/L INV- EX 25' R/W It 13' EX 25' R/W CEMENT CONCRETE CURB ------------ EX 15't PAVEMENT 7+50 8+00 1.50' R/W DEDICATION-] 8' PLANTER STRIP 5' SIDEWALK W N 34TH ST SECTION A -A W (RESIDENTIAL ACCESS) W w SCALE 1`5' Y z z n co m pass N o ENGINEERING & SURVEYING Westem Washington Division 165 NE Aripff Suet, Suite 201 • Issaquah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division z 407 Swiftwater Blvd. • Cle Ehm�, WA 98922 • Phone: (509) 674-7433 J L� CEMENT CONCRETE SIDEWALK OyE E. <�Ec WAS jS Q' � z 39897 ° is ssIONAL� 03111121 NO. N 34TH ST PROFILE HORIZ. SCALE: 1 "= 10' VERT. SCALE: 1 "-- 5' REVISIONS PER CITY COMMENTS REVISION 8+50 9+00 155 © PROVIDE 3" ASPHALT LIP TO DIRECT SURFACE WATER TO EXISTING CB ® CAP AND PROVIDE WATER TIGHT SEAL © ADJUST RIM TO GRADE. RIM=132.43 150 *NOTE: CCTV OF THE EXISTING SEWER STUB IS REQUIRED FOR RE -USE. CONTRACTOR SHALL PROVIDE CCTV VIDEO TO CITY OF RENTON PUBLIC WORKS INSPECTOR FOR REVIEW. IF ACCEPTED, SEWER MAY BE LINED OTHERWISE A NEW SEWER STUB PER COR STD PLAN 406.1 WILL BE INSTALLED AND THE EXISTING SIDE SEWER WILL BE CUT AND CAPPED AT THE PROPERTY LINE. 145 **NOTE: A SEPARATE WATER METER PERMIT IS REQUIRED. 140 135 130 125 W 9+50 R-418203 T-418201 S-418201 W-41820 1 A-NNNNNNN- IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 DEVELOPMENT ENGINEERING Nathan Janders 04/07/2021 + Know what's below. Call before you dig. SURVEYED: SCALE: DATE: HORIZONTAL: N D 1983/1991 ° SIERRA HOMES 04/02/21 DESIGNED: + CITY OF FRONTAGE IM PIROVEMENTS FlELDBOOK: DRAWN: RENTON PAGE: TNF • DRAWING NO: ONE INCH DATU M NEM 4/2/21 CHECKED: AT FULL SCALE IF NOT ONE INCH IF Works Dept. C1.00 BY DATE A P P R APPROVED: SCALE ACCORDINGLY PLAN AND PROFILE SHEET: 3 OF: 6