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O 0 0 Z O 0 Gw�- 3 \J Q W<� = U W U �Zz Z N = QK W zf0Sd `Q' a �zw a� CO � W W zz m o w Z a w Z Y N Q W a V 0 0 U GGa OK n n Q w Q n i z 0 LLJ CB 3A FRONTAGE IMPROVEtifENTS STA" 4Y-88 17.67' FT FOR LOTS 1 AND 2 RIM=449.60 IMPERVIOUS AREA=982 SF. 12 "SW==447.42 6 N= 447.74 FRONTAGE IMPROVEMENTS FOR LOT5. FRONTAGE IMPROVEMENTS IMPERVIOUS AREA=1416 SF STA 5+60 BEGIN WIDENING, FOR LOT 13 CURB AND SIDEWALK. IMPERWOUS AREA=1665 SF CONSTRUCT NEW CURB AND 20' WIDE a SIDEWALK TO MA TCH EX. ROAD EMERGENCY PROFILE. VTR ACCESS ROAD RELOCATE EXIS 77NG S7REET166.5�F 12 SIGN BEHIND SIDEWALK" - 20 LF 6 PAC ©0.1075 - - TA TATA 4+10.38_ 150 LF 6" STA 5*56, 15.25' RT ! 114 1 +-�,._ VER77CAL CURB AND GUTTER LF 72" PVC - —0+43 - CB 1 (TYPE /� B-g,6 0.0502 �� � � PER CITY OF RENTON STD. / � 423.44 RIM A ® _ j j LAN F001. (TYP.) W RELO ATE MAILBOX +; „ NE) 419.34 TO BACK OF WALK i (E) 421.41 /E �B.-�r �' ' � 1271 LF 12 <<:�, �� _ 20 LF 6 (SW) 419.29 PVC 0 0.02965 W 39.2 LF 12" PVC .SD ' z� F" 1 _® 0.0436„ ` Qw U. U/ UU SLOPE NEW ROADWAY 29 � � STA 4f50, 15.25' RT %-4 CB 2 (TYPE l) TO FACE OF CURB (TYP.) �� Q RIM 4z744t9IL 429.77 FRONTACE IMPROW-MEN7S \ /F B (W) 426. 82 FOR LOTS 3 AND 4. Q (E) 426.77 IMPERVIOUS AREA=4689 SF. �" \ (N) 427. 39 STA. 3*25 \ \ p 25 00' c r � CB 1 A AO) / d/2, 25.75' RAD - STA 4f96.6 END ROAD WA Y WIDEN/VG, CURB AND SIDEWALK. 5' LONG ASHPHAL T RAMP TO 7PANS177ON SIDEWALK ELEVA 77ON TO EX. GRADE. -` `Y, PROVIDE ROADWA Y TAPER AS SHOWN. SAWCUT EX. ROAD MIN 12" TO FORM NEA T EDGE. MA TCH EX. PA VEMENT SEC770N FOR NEW ROAD. (TYP.) STA 4-f52, 76' L T 20' WIDE DR/VEWA Y PER C/TY OF RENTON STD. PLAN F006 (AL 7FRNA TE 2) STA. 3*00 (SE J�Ist ST)- STA. 3-f 00 (138t A VE S. E.) CB3 (TYPE l) i i" STA. 5f66 22.19' RT 433 5 RIM �€3368f RIM= 423.44 IF (E) 421.41 /E-438.-66 (W) 436. 54 IE (NE) 419.34 N 430.52 1E (SW) 419.74 0*00 M NE 7TH PLACE - (S. E. 121st ST.) .. -15' SEWER EASEMENT Y REC. NO. 9904122255 4" MINIMUM COMPACTED DEPTH CLASS "B" ASPHALT CONCRETE (MIN. 2 LIFTS) 6" MINIMUM COMPACTED DEPTH CRUSHED ROCK. 12" GRAVEL BASE CLASS 'B" MAY BE REQUIRED DEPENDING ON SOILS CONDITION. COMPACTED SUBGRADE, FREE OF FINE-GRAINED OR ORGANIC SOILS. PUBLIC ROAD PA VEMENT SECTION N SCALE: 1" = 40' 0 20 40 80 !S4%:S*16601 R/W 60' C 16' 7' - 9' PRO VIDE NEA T SA WCU T 12 " FROM EX. E. 0. P. HALFSTREET ROAD SECT/ON R/W 5' 0. 5' 4 " THICK CEMENT CONCRETE SIDEWALK a CEMENT CONCRETE VERTICAL CURB & CUTTER OWNER/APPLICANT VINEYARDS CONSIRUCRON, LLC P.O. BOX 2401 KIRKLAND, WASHINGTON 98083 (425) 89J-8479 CONTACT CLIFF WILLIAMS PLANNER "ENGINEER/SURVEYOR CORE DESIGN INC. 14711 N.E. 297H PLACE, SUITE 101 BELLEIlUE, WASHINGTON 98007 (425) 885-7877 CONTACT STEP.HEN SCHREI. P.L.S. - PLANNER ROB STEVENS,, P.E. - ENGINEER VICINITYMAP j� NO SCALE DA TUM NA VD 88 BASIS OF BEARINGS EAST - WEST MONUMENTS ON S.E. 727 ST ST. PLAT OF PARK TERRACE DIV. NO 1 BENCHMARK CITY OF RENVO/N BY 1907 ELEV. 47268 CHISELED SQUARE /N SE COR. CONC. MAIL BOX PAD ® HOUSE NO.. 12014 HOQU/AM A VE. REFERENCES PARK TERRACE DIWS/ON NO. 1, ACCORD/NC TO THE PLAT 7RERE`OF RECORDED /N VOLUME 65 OF PLATS PAGES 18 AND 19, IN KING COUNTY, WASHINGTON. LEGAL DESCRIPTION LOTS 6, 9, 10, 17 AND 75, PARK TERRACE DIV7510N NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 65 OF PLATS, PAGES 18 AND 19, IN KING COUNTY, WASHINGTON. H. Sl .•tip ° 'y RECOMMENDED FOR APPROVAL o Q 33251 'FgISTE-. BY. DATE. ASS/ONAL ENS'\ _ IrII �1 FPO. I tl'kit BY — DA7F BY DA 7F- 1471 1 NE 29th Place Suite 107 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 DESIGN ENGINEERING • PLANNING • SURVEYING FRONTA GE IMPRO VEMENTS NO SCALE NO SCALE CORE ✓OB,f04026 C3.01