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HomeMy WebLinkAboutR-370009w w 9 �w t_ CULVERT 'O o LE.= 367.22(12 "CONC E) "mow CULVERT w� I.E.=370.65(12"CONC W) 2 DROP __ BIT_ PARCEL "D" SEE LEGAL DESCRIPTION ____________ L31r. 1 FOUND REBAR/CP37& CAP UNREADABLE G1R� 7 -20 -12 31&30 -_ wr A= 2459'09" - R= 25.00' _______ ------------------------ T.J EASEMENT FOR PARKING,^. CIRCULATION, AND II LANDSCAPING AFN 9009170446 375' GUT 25' GAS EASEMENT +I-� AFN 9501250239 PARCEL "C" 20' SEWER EASEMENT -� AFN 9009170444 PARCEL "B" 6' INGRESS, EGRESS EASEMENT �~ AFN 9009170443 I I FOUND TACK EWER MANHOLE IN FACE OF CURB 8 -01 -12 (6'DI NE) (8"PVC E) (12"PVC S) i' 374.89 - (8'PVC NW) i "RIGHT M, ONLY �USINESS SIGN / V v v 'STOP" °ANC E) -- _ -- !AP _C d 35 1.12 92.35- - - 1j - 2 �m • � , I'i c � 1 _ I 1 _STORM, CATCH "I F"I 38058 R91 1 `\ 1 � FnAUN , LS = EX. 8" A.C. WATER MAIN 1/ to Iftj 0- GLrr -383. GUT OA 6,270 sf 1.71 Ac. NDM.VL ARIEAUI (CA) REQUIRED: 41 PROVIDED: 69 TE - 384.40 N. 2925069125 GUT / rTDAPO EROSION /�304X 384.70 / CONTROL tANKET, PP. rnr CONIC / i O I n M TBM #2 ELF/ 400.69 cl m ® ° E %. 8' D.I. WATER IN RR SPIKE z� _ FOUND R R /CAP _ P CE L � 1691 8- 1 -1 I \ I 8" .I. WA s i S cp O l O TW \ • SANITARY SEINE SITE GRADING LEGEND [�lOC�4Czl NITARY $EWER MANHOLE w d= 373.54 .= 365.39(6 ;980.00 HYDRANT & VALVE ® ®'•' .= 365.44(NO PIPE E) F .= 365.32(TPVC W) FOUND REBAR /CAP w 'HDA 18730 10198 00 WITH GRADE WITH 10957 18086 9158' ¢ 8 -01 -12 a R� � SLOPE LABEL 3 1 MAC NAIL/WASHER LS 11697 N:165841.96 �1 CATCH BASIN ■ E:1302616.21 , DIVERSION DITCH - -- TEMPORARY EROSION EL382.54 10' POWER EASEMENT �y AFN 5664146 -900 - ` CONC =TOP OF CONIC BIT = BITUMINOUS PAVT -SAN RY SEWER MANHOLE __ BIT_ PARCEL "D" SEE LEGAL DESCRIPTION ____________ L31r. 1 FOUND REBAR/CP37& CAP UNREADABLE G1R� 7 -20 -12 31&30 -_ wr A= 2459'09" - R= 25.00' _______ ------------------------ T.J EASEMENT FOR PARKING,^. CIRCULATION, AND II LANDSCAPING AFN 9009170446 375' GUT 25' GAS EASEMENT +I-� AFN 9501250239 PARCEL "C" 20' SEWER EASEMENT -� AFN 9009170444 PARCEL "B" 6' INGRESS, EGRESS EASEMENT �~ AFN 9009170443 I I FOUND TACK EWER MANHOLE IN FACE OF CURB 8 -01 -12 (6'DI NE) (8"PVC E) (12"PVC S) i' 374.89 - (8'PVC NW) i "RIGHT M, ONLY �USINESS SIGN / V v v 'STOP" °ANC E) -- _ -- !AP _C d 35 1.12 92.35- - - 1j - 2 �m • � , I'i c � 1 _ I 1 _STORM, CATCH "I F"I 38058 R91 1 `\ 1 � FnAUN , LS = EX. 8" A.C. WATER MAIN 1/ to Iftj 0- GLrr -383. GUT OA 6,270 sf 1.71 Ac. NDM.VL ARIEAUI (CA) REQUIRED: 41 PROVIDED: 69 TE - 384.40 N. 2925069125 GUT / rTDAPO EROSION /�304X 384.70 / CONTROL tANKET, PP. rnr CONIC / i O I n M TBM #2 ELF/ 400.69 cl m ® ° E %. 8' D.I. WATER IN RR SPIKE z� _ FOUND R R /CAP _ P CE L � 1691 8- 1 -1 I \ I 8" .I. WA s i S cp O l O TW \ • , AN 1 \ -SE --c-AR f EX. MANHOLE 01252 -2- 25,837 ADT (2012 397.78 IE, 888.13(TPVC E) LE.= 388.08(8"PVC SE)/ I.E.= 387.78(8"PVC W) IAnnru (c1 NO. CITY OF REVISION O SITE GRADING LEGEND [�lOC�4Czl SPOT ELEVATION ;980.00 HYDRANT & VALVE ® ®'•' GRAPHIC SCALE 30 0 15 30 FLOW DIRECTION • WITH GRADE WITH CLEANOUT R� SLOPE LABEL 3 1 SWALE /DITCH OR CATCH BASIN ■ DIVERSION DITCH - -- TEMPORARY EROSION D GRADE BREAK CONTROL BLANKET CONTOUR LINE -900 - CONC =TOP OF CONIC BIT = BITUMINOUS PAVT -SAN RY SEWER MANHOLE TC =TOP OF CURB RIM = UTILITY STRUCTURE RIV-A 9.79 TW =TOP OF WALL GUT = GUTTER REFER TO SPECIFICATIONS G= GROUND SPOT FOR ADDITIONAL ABBREVIATIONS FOR CIVIL /SITE AMMENTTIES ALL TEXT & FEATURES SHOWN SCREENED ARE EXISTING FOUND REBAR/CAP PACE LS #11691 all , AN 1 \ -SE --c-AR f EX. MANHOLE 01252 -2- 25,837 ADT (2012 397.78 IE, 888.13(TPVC E) LE.= 388.08(8"PVC SE)/ I.E.= 387.78(8"PVC W) IAnnru (c1 NO. CITY OF REVISION O SITE GRADING LEGEND [�lOC�4Czl SPOT ELEVATION ;980.00 HYDRANT & VALVE ® ®'•' GRAPHIC SCALE 30 0 15 30 FLOW DIRECTION • WITH GRADE WITH CLEANOUT R� SLOPE LABEL 3 1 SWALE /DITCH OR CATCH BASIN ■ DIVERSION DITCH - -- TEMPORARY EROSION D GRADE BREAK CONTROL BLANKET CONTOUR LINE -900 - CONC =TOP OF CONIC BIT = BITUMINOUS PAVT TC =TOP OF CURB RIM = UTILITY STRUCTURE TW =TOP OF WALL GUT = GUTTER REFER TO SPECIFICATIONS G= GROUND SPOT FOR ADDITIONAL ABBREVIATIONS FOR CIVIL /SITE AMMENTTIES ALL TEXT & FEATURES SHOWN SCREENED ARE EXISTING \ AC E 1 S 71691 11\ w -0 S ] X. MA H LE X13 -2 II M 389 01 8"PVC N) LE.=389. ( P 4W MAG EX. T SAN LADDER (S 7 -19 -12 ' ° J S 42` 51?' W 21.60' FOUND REBAR /CAP '2 DROPS, 1 LUMI a� PACE LS #11691 ' ' I i o 18 -01 -12 FOUND 2" BRASSIE W /X' DOWN 0.4' EX. MANHOLE #13 -1 �0 7 -19 -12 = 211.1-3 T.�� F.-388.65 8.68(8°PVC NE) - 66- 6&.68(8"PVC W) 'AnnER (S) EX. 8"" SEWER IN ASINJ I I I I I I I I 1 1 1 * SBTS AND HILL arr�c rtnrv: Nw 1 1 ` =30, x,mNa: NU 1Ym /1aY1 3MITTAL JV 08/14/13 �Er 3MITTAL JV 08/05/13 FETAL ET 04/29/13 oa,a KO a DATUM N F Km qE eKa BY DATE APPIR J JEV IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: X� B Date: BY: Date: BY: Date: R- 310009 BARRER FREE NOTES t ALL PEDESTRUW FACIUMS SHALL CONFORM TO THE LATEST "A. STANDARDS. 2. ALL IMPROVEMENTS SHALL BE BULT TO THE GRADES AND SLOPES SHOWN ON THE PLANS. FOR REFERENCE, MAMNL#A CROSS SLOPE ON ALL WALKWAYS AND N ANY DIRECTION N A BARRER FREE PARKNG SPACE SHALL BE t48 MA)GMLI 1 LONGrrUDNAL SLOPE ON WALKWAYS SHALL BE t20. MAXI ILIM LONGIITUDNAL SLOPES ON CURB RAMPS SHALL BE t12. SURVEY BY sn7s & Buz ENOn7E6RsC ma 4813 CENTER STIMEr TACOMA WA 98408 THE (25S) 474 -9449 FAX (25S) 474 -0159 BRNCHMAM All elevations are based on NAVD 88 datum. BM #11) Elevation: 400.968' KC BM 'F89 (350' SE OF INTERSECTION - COORDINATES: N:165206.4, E:1303281.4) TBM #2) Elevation: 400.69' Railroad Spike. RRE is 100.00 (ARCH.) as 384.40 (GVL) o® 03/28/13 URS VELMEIR RETAIL PHARMACY 6� KEITH OCONNELL GRADING PLAN -SITE :o K, 1501 4th Ave, Sulfa 1400 C 1.4 Se ., WA 98101 -3635 (206) 438 -2700 sea m 9