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HomeMy WebLinkAboutR-404209z PRIVATE PROJECT STORM NOTES: KEY NOTES: PROLOGIS RENTON 9 GENERAL NOTES: OJ S 0 1. CONTRACTOR SHALL CALL AND ARRANGE FOR LOCATE OF EXISTING UTILITIES WITHIN 1. WATER QUALITY IS A BIO-POD VAULT MANUFACTURED BY OLD CASTLE. IT IS THE WORK ZONE. CONTRACTOR SHALL REPLACE EXISTING UTILITIES DAMAGED AS A CB#16, DETAIL INCLUDING VAULT SIZE IS SHOWN ON SHEET C3.5 1❑ REFER TO SHEET C2.1 FOR SOIL CONDITIONS 601 MONSTER ROAD SW 27.60 27.60 27.60 27.35(FL) 28.00(TC) RESULT OF CONSTRUCTION ACTIVITIES AT CONTRACTORS EXPENSE. 2. THIS PROJECT SHARES AN EXISTING PRIVATE STORM FACILITY FOR FLOW CONTROL. AND EXCAVATION WITHIN THESE AREAS. A PORTION OF THE NW 1 /4 OF SECTION 24, TOWNSHIP 23, RANGE 4 E., W.M. 27,B0 n 27.50(FL) 2. IF GROUND WATER IS ENCOUNTERED AT UTILITY TRENCHES, CONTRACTOR SHALL NO NEW FLOW CONTROL FACILITY IS PROVIDED ON SITE. CITY OF RENTON, KING COUNTY, WASHINGTON C DISPOSE OF GROUNDWATER IN ACCORDANCE WITH THE CITY OF RENTON 3. ONSITE BMP FOR ALL NON-HARDSCAPE AREA SHALL HAVE AMENDED SOILS PER REQUIREMENTS. C.O.R. STD PLAN 264.00, SEE SHEET C3.5. / 3. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE OWNER. 4. SEE LANDSCAPE PLANS FOR TREE AND SCRUB REMOVAL AND FOR SITE RESTORATION. CB STD GRATE TYPE I CB STD GRATE IYPE I CB STD RAT" TYPE _- 24.24(EX. FL) CB STD GRATE TYPE I 24.45(BW) RIM=24.44 RIM=25.79 RIM=26.12 5. PAVEMENT STRIPING NOT SHOWN FOR CLARITY. SEE ARCHITECTURAL PLAN FOR O CUR RIM=122.93 _ 24.15(EX. FL) 18" CNC I.E. W=21.24' 12" CNC I.E. S=22.44' 12" CNC I.E. E=22.62' STRIPPING PLAN. co 24.77(BW) 18" CNC I.E. E=21.34' 18" CNC I.E. W=22.24' 18" ADS .E. E=20.18' - 12" CNC I.E. N-22.57' 6. SEE SHEET C4.0 FOR PAVING SECTIONS AND ADDITIONAL SITE DETAILS 23.89(BW) 24.57(FL) 18" DI E. W=20.18' MATCH EX. 23.71(EX. FL) 24474.E FL) 7. CONTRACTOR SHALL ADJUST EXISTING UTILITIES AND APPURTENANCES THAT REMAIN Q � 24.62(EX. FL) CB E - 2 Fyy) 28.00(FL) 28.50(FW) 28.50(FW) - IGH POINT 72, CB STD GRATE TYPE I 2800 28.00(FL) 28.00(FL) 28.00(FL) TO FINISH GRADE WITHIN THE PROJECT BOUNDARY AS NECESSARY. 0 I 24.58(EX. FL) L 12" RIMCN.94 WALL HEIGHT TABLE 00 122 Lt �� 12" CNC I.E.NW=23.44' CB STD GRATE TYPE I . CB STD GRATE TYPE I CB STD GRA E TYPE I 24.53(EX. FL)-. , o RIM=23.28 R =23.45 27.60(FL) 25.14(BW) 12 CPEP' SID `� 12" CNC I.E. SE=23.54' RIM=27.19 0 5.56% 0 5.569 r 5:43(FW) (� 8" PVC I.E. N=24.24'� WALLS OVER 4 FEET REQUIRE A SEPARATE BUILDING PERMIT. U 18" DI I.E. E=19.78' 18" DI I.E. 20.75' 27.80(FL) 24.45(EX. FL) �l _ 251 L 53X CB STD GRATE TYPE I TC 18" DI I.E. W=19.88' 18" ADS I E W 20 85' / 6 % RIM-26 81 28.47 B MEASURED FROM TOP OF CAP ROCK TO BOTTOM OF BASE ROCK. 2 TYPE CNC I.E. NW=24.81' 0 Du12" 28.60 BW -1 68 LF 27.40((FL) 27.55(FL) 24.9 24.78(BW ��(l till 07 LF 12" CNC I.E. SE=24.91' 8"� D.I. SD 27.70 FL 27 �5. 25.90(FW)� "• CEP S 28.60(BW) CB STD GRATE TYPE II © 0.49% 26.90 F) 40(FL) 25 8.20 ® �N 26.34( 16X `s%jp 28.60(TC) 28.60(TC 28.10(BW) 28.10(BW� RIM=20.86 �ICB#1, TYPE 1 27.00( L) 2 6(f 10 27.15(FL 7.80 FL 26.46(BW) U40 15" ADS I.E. W=14.51' 18�ADS E. S=14.46' 0 "' 26.85 FL) 0 27.30�FL �7• 26.84(BW) !y HANDICAPPED DETAIL #1 W 27.05 26.88(BW) �. TYPE II 8". SE=15.36' 27.20(FL) 7.2 \ 6�,1 l�� . 26.69(ew) CB#5, -L �` SCALE: t " = 10' 26.90(FL) 28.70 1` N 10 27.50(FL) 27.61 7.90(W) r-,- 27.3p(F) 29 5 0,65�1 161916' 27.20(FL) 28.20 F 0 N 28.70 FW 2 28.20 FL 1g�F� �L•' R O I.E.=25.87 - --- 2 CB E 2 48"0 "V' SWALE 28.70(SW) 1 CB G TY CB STD GRATE TYPE I CENTERLINE ® 2.98% 28.80( RDCO- - �`� RIM=28.63 RIM=26.34 28. 0 SW) 8.29 RDCO 78(FF) 9 �•_ 27.72(FW)DTORM NOTES & 28.52(SW) LE.=26.30 29.35 8 � 11-� C I.E.ENW=2 � � �0 8" PVC I.E.LE. SE=23.4t 29.78(F LE.=26.52 29.7 (FF) 26.8 ` 27.84(BW) D-s6•'' DD DD ED 28.35(SW) 29.35 10OLF V, -1 - 28.60(BW) 29.28 7--�F 28 0 DD 129.78(F29.18(FW) T P E. S=26 ` Q28.15(SW) 29.78(F8"0 PVC 74 LF C3,0 1 '0 FP SD r -_ CB STD GRATE TYPE I TR CT RE TABLE D S U U O 29.75(6FW) 29.75(TFW) 0 OQ 37.27(BFW) 42.64(TFW) 5.4 CC 35.43(BFW) 38.43(TFW) 3.0 © 29.95(BFW) 35.03(TFW) 5.1 © 37.76(BFW) 42.10(TFW) 4.4 35.10(BFW) 36.70(TFW) 1.6 © 30.1O(BFW) 34.30(TFW) 4.2 ® 38.29(BFW) 42.85(TFW) 4.6 © 34.52(BFW) 34.52(TFW) 0 O 30.25(BFW) 33.64(TFW) 3.4 ® 38.76(BFW) 43.54(TFW) 4.8 NOT USED NOT USED O 30.1O(BFW) 34.00(TFW) 3.9 0 39.06(BFW) 43.84(TFW) 4.8 .9 31.00(BFW) 31.00(TFW) 0 O 29.95(13FW) 34.05(TFW) 4.1 (D 39.21(13FW) 44.58(TFW) 5.4 ® 29.00(13FW) I 35.00(TFW) 6.0 © 29.50(13FW) 29.50(TFW) 0 O 39.40(BFW) 46.40(TFW) 7.0 II 29.00(BFW) 34.00(TFW) 5.0 ® NOT USED NOT USED (V 38.80(BFW) 45.41(TFW) 6.6 JJ 29.00(BFW) 33.50(TFW) 4.5 0 NOT USED NOT USED OW 38.17(BFW) 44.27(TFW) 6.1 ® 29.00(13FW) 32.50(TFW) 3.5 0 NOT USED NOT USED 37.71(BFW) 44.10(TFW) 6.41 LL 29.00(BFW) 32.00(rFW) 13.0 O 32.90(BFW) 32.90(TFW) 0 O 37.1O(BFW) 43.09(TFW) 6.0 ® 29.00(BFW) 31.50(TFW) 2.5 © 33.80(BFW) 39.32(TFW) 5.5 O 36.71(BFW) 41.51(TFW) 4.8 ® 29.00(BFW) 30.00(rFW) 1.0 O 34.66(BFW) 42.53(TFW) 7.9 ® 36.27(13FW) 39.77(TFW) 3.5 00 29.00(BFW) 29.00(TFW) 0 O 35.97(BFW) 42.79(TFW) 6.8 © 35.74(BFIN) 39.84(TFW) 4.1 INLET FROM SWALE, 24.18(TC) 27.53(SW) 66 - : 0 26.75(SW ® 0.30% 8"0 PVC 29.28(BW) % 280�6 28 1� $#8, TYPE 1-L DDD /` RIM=26.30 r 27.00 2966 75-7fr LF ® 0.30% \ /_� 29.285) g0 1h�1� 88 _ 00(FW) 6 `� � ���0 � 8" PVC I.E. SW=23.50' 1. ALL STORM STRUCTURES, PIPES AND FACILITIES ARE PRIVATE UNLESS OTHERWISE N o 8` CPEP SD ! 29.78(FF) 55 �1 .0 �,r - 11\11 BW) `L o B#20 (PARKS DEPT.), 1L p NOTED. 4.51 2938(Fj41LF ®9 ,% 24.66(TC) 60 27.6E �ti„ 8.80(BW) = 176070.50 Q 24.16(FL) ti6 2757 29.78(o PVC 0.53% 28 77 N �°�' 29��(FL) `� ?g Q E - 1291812 7g O� 2. MINIMUM PIPE COVER IS 2 FEET FOR CPEP AND 1 FOOT FOR D.I. 5 L_ W ® 0.30% 26.23 (PA`RKS DEPT.(FL) 1 29. 0�28.33(FW) 3 3. VERTICAL SEPARARTION BETWEEN UTILITIES ® CROSSINGS IS 1 FOOT MINIMUM. LF 8OLF 8"0 PVC RDCO I.E.=23.75 129.78 FF N LF o 8"� D.I. � ®0.30% ( ) 8"� D'_L ®-9.4�,�0. � 28.66(BW) 3/ � CROSSINGS THAT ARE LESS THAN 1 FOOT MINIMUM SHALL PROVIDE ETHAFOAM PAD. RDCO RDCO • �� FLU 4. SEE SHEET C5.0 FOR CROSSING TABLE. 0.50% 29.78(FF) 29.78(FF) ^ >> 5 30.33(BW) �25G.28 .78(F I.E.=25.41 I.E.=26.00 5 88 �o t� 91• 3 N:1�203.83 C1118, TYPE 1 N•175805.84 PE II 48" , 26.08 SW) 29.35 2 .7 ti J ti w8(FL FL 29.65 Q CB#1, TYPE 1 1 B#10, TYPE 2, 48"0 E:1291690.4 # RIM=24.13 RDCO N i�' O M N: 1�SRn,I"A9 F:1E5�:566L 29.78�FF) RDCO �> �30. (F ® /O N: 1T5B35�48�-€:129T69�S22J� 18" ADS LE. N=13.73' I,E.=23.25 TRENCH DRAIN (N), >> RIM = zz6-6� 26.42 IM = 39 i7� 30.15 RIM = 2649- 25.78 51LF 12"0 PVC I.E.=25.63 1 30 y� I.E. 4" (N) = -24.6§ 24.73, PVC 18" ADS I.F. 5=13.1i3' � I I.E.4° (S) = i5r39• 28.28( 31. W)"/�%� ✓ ® 4.24% � I.E. 8" E = i3�3- 2289 PVC E. 18" (N) _�'+- 20.74. CPEP YARD DRAIN #5, 74LF 12"0 PVC 25.44 18 0 C P SD 28.11(FL) 30.70( j'15(FL 30 (FL) 3 N:175205.44 I.E. 4" (S) = -9"& 24.71 PVC I 91LF 12"0 PVC ® 0.30% ® 0.30% 95LF 8"0 PVC L) / \ CB#2, TYPE 1-L E12M425.41 E. 18" (W)=z'L9:6z'i 20.74, (PEP 8"0 CPEP ® 0.50% ®0.30% ® 30.59(FL 8 L) N: „r-exneeite'r E:'^ria-iP§.86rP4 E. 4" S = t�� 2& Pv` I.E. 8" (E) _ �4A� 2423, D.I. 0.23% 8.50(FL) o � 9 N:1 i 25.65(TC) '15 115LF 6.75* SLOTTED 18( L) �2 32. RIM = 2�99 26.83 B#11, TYPE 2, 48"0 ( ) i 25.81 SW) g 6 1 ( ) p L 31.9 L) I.E. 8" (W) =z'�66 2249, PVC DETAIL F- 12 25.15 FL 1REIdC}i DRAIN O 1.75x 2 �1l 2 .03 F E1291�4 FLOW DIVERrOR C3.4 �IFF� 29.78(FF) �51 �� ti � ) I.E.8" (N) = 2��C� 2250, D.L: 175665.195fi E.1291646.9028 N: 17�Rm amd' a :1 25.78 31.E (FL) 32M1(FL RIM =�9- 2&77 RIM=z26.68- 26.83 ❑ I.E. 12" E - � 22 PVC E. 18" (E) = �942 2M6Z (PEP I.E. 8" (W) = �1- 2&8% D.I. CB#7, TYPE 2, 48"0 Q 6• N:175954.13 21LF 8"0 Pvc RDCO ��1 32.22(F It176272.09 CB#3, TYPE 1-L E. 12" (N) = -21,9� 20•77, CPEP I.E. 8" (S) _ 64- 23.73, PVC CB STD GRATE TYPE II �' 3 RDCO I.E.=22.98 LE.=23.55 E:1291566.19 ®1.10% ¢ _ _ •1 I 32. FL •6 � N: �&�-895� E: .E. 18" W - �A:�- 2Q CPEP I.E. 12" E - �•64- 23,78, (gyp RIM=24.38 26.00 TC CB#7A, TYPE 1 W/ SOLID LID 1 8LF 33 61 FL PUBLIC () ( ) 8" PVC I.E. NW=15.53' 1 25.50(FL� �>>� ) SDMH TYPE II 48" RIM = zS) -24.66 B#12, TYPE 2, 48"0 RIM=zz5-��25.78 33.54E 25 LF � "R STD GRATE TYPE I RIM=3i-i�-31.42 I.E. 8" (S)=�3-98-2283, D.L E:12914i►0. OIL WATER SEPARATOR, - 18" ADS I.E. SW=13.68' 6.7 �1 T-� SD 28.5 (FL) ( '1-30.90 12" ADS I.E. E=27.67' : 1t56fr1.6935-E:129469.926F CTR OF STRUCTURE N•175786.0E I.E. 12"�NE� = z�3-3�- 12' 0 CPEP SD CB#4, TYPE 1-L RIM ,� 28.74 SEE DETAIL SHr C3.5 E1291643.7 �+ YARD DRAIN #4, PVC ff�f Q 4"0 P C `� 32.86(F ADS I.E. SE=28.55' 10" ADS I.E. W=27.27' N: .9 E:� _ rR nJ 17G�OC Gr�C IE 12' = 23.43. PVC 3'% ADS I.E.W=2 "' 12" PVC LE. 5E=27.67' RIM=-?,�9� E. 18" (W) =Z 19,94�p N: „-„w-r�ra E:489469996 1OOLF 12"0 PVC s "'0• WALL DR IN 6 N 08x 26.64 RIM =- fr.68-26.82 LE. 12' $ = 23.58, PVC „ n I r cAr-�7 7r 98LF ®0.30% SEE DETAIL cis �� @ 5 8 % 8 PEP SID 4 PVC 38 C CB#M1 (PUBLIC), TYPE 1-L (REMOVED) I.E. 12" (w) _ - ?er 21.75, CPEP I.E. s^ (N) _ 23-3a- ?.3.43, PVC 14 8"0 CPEP ® 0.50% `� IN TD GRATE TYPE I.E. 12" (SW)=��(NEW) I.E.12" E = z'9rr 21.74 (PEp 'E. 4" S = � PVC I.E.51 8" (S) = 23.5 23.43, PVC 25.45(TC) 3 25.81(SW) PROPOSED 29.78(FF) �S� 4 EL D RIM=33.74 27.87 N:1 1 B#13, TYPE 2, 60"0 rtIE:1291314. 24.95(FL) O /�` \ (q� 1 9 CB#5, TYPE 1-L _ 25.78 r� 40 o E:129167&63 : 1 E 129i�3i#�GH- R11M =2&70 00 BUILDING1 ., �" VC I.E.ENE=31...'' N:17608266 ADDITIONAL CONCRETE PADS 1��E1 162,550 SF 11RENCI&75'N ao 78X 41 PUBLIC -J9-LF9g MONSTER RD. SW N: � E: 9� ►M=�A9-27.46 LE 8'(llo 27.05, D.I. E12MM5.25 12"0 CPEP SO ®i@.iffl STORM NOTES & RIM =" (r6fT26.57 SHALL BE REVIEWED AND SOLE 2"0 PVC I ��� 1 �`\�1 34.29(FL) I I.E. 12" (W) =�1-�� 21.52, CPEP E. 18" (SW) �4 19,76, (PEp #20 (PARKS DEPT.), TYPE 1L APPROVED AS PART OF THE 24. 4(FL FF = 2g 78 10 ILI 33.51(FL) 42 _ 10.06% STRUCTURE TABLE: E. 18" (E) = 19.08-19.76. CPEP 24.74(FL) i11.F�1-LF 79LF 12"0 ®0.3 3 34.60(FL) 4 CB STU GRAIL I.E. 18" S = 9- 21.5 CPEP E 8^ (W) = 29.6_ �r� PVC YARD DRAIN 1 N•175W7.25 LAND USE APPLICATION FOR RDCO E.=22.68 I 28.5 (FL RIM=41.87 N:17 258 #' THE MANUFACTURING USE ; -= d"�= RDC0 12"� PEP WALL DRAIN `t X. Cis#Mb, i Yrt L, 4b W B#6, TYPE 2, 48"0 F-1291OROO CB#14, TYPE 1 N: �686�988-E: 44 12" PVC I.E. N=39.07' %=319 I.E.=23.56 UNDER SEPARATE : #-9 9 . E1-E: - : 178996:6f4E-E:1291684;6602 N: 1 T:1"'FrA04 RIM = �5-�� 25.67 UNDER SEPARATE PERMIT. _� Y RD DRAIN #3, RDCO I.E.=23.71 (( )) 18 0 CP P S 12" PVC I.E.PERMIT SEE S=39.37' IM =-*44 631.42 N•175996.79 IM = zP�.25_+ 27.08 I.E. 8" (N) = 21.87 U 3 I I ' OIL WATER SEPARATOR, - 29' 25F78 510 1. 1X �6�� ti1 �� ,I Q , Dal= SHEET AO.1a FOR CB#M1A (PUBLIC), TYPE 1 E. 12" (S) = 27.67 F-12MM58 E. 18" (N) = 21.5% CPEP I.E. 8" (E z�1-68- 21.85, I.E. 8" (S) = 21.87 X 200' SWALE C5,0A j 1 CTR OF STRUCTURE 2 F 1241E ADDITIONAL E. 8" SW 27.77 REMOVED = ( ) _ (REMOVED) I.E. 8" N = i+68- 221 PVC N:175770.73 10OLF 12"0 PVC SEE DETAIL SHT C3.5 CB#19, TYPE 1 ^ PV SD INFORMATION 3 E. 12" E - 27.67 38 YARD DRAIN #2, SO - I ' CB#18 TYPE 1 FLOW D V j� 1 % v II£. '1 -O 11A.M NEW B#7, TYPE 2, 48"0 E12M684.80 B#15, TYPE 2, 72"0 E:1�5 3,.i' •7 N' �6- E: 25.78(T) I t. ®A0.30%��. 1 . I O = (NEW) E: }�g}„ggg� LOW SPLITTER MH RIM = �5�99- 25.43 "�.,,in p n ~ N u7 Gi ,�rnCTl•e�e �TT'Stnt so 25.28( I I " >� 57 F 120 1 28. ) c E. 10" (NW) = 27.27 IM = z'fr6fT 26.4E / SOLID LOCKING LID ,DETAIL C3,a I.E. 8" (N) = 22.28 1 0 L 8"0 CPEP 0 0.50% 6.75 SLOTTED I o SEE S H E E ° C 5. 0 B FOR '-` � 26.13(sw� P c o.30% "C"C "C96 r I.E. 8" (S) = 22.28 ROOF DRAIN PIPE TABLE TRENCH DRAIN I � I I � CB STD GRATE TYPE CB#M1 (PUBLIC), TYPE 1-L .E. 18" (N) _� 21,37 CPEP 1 �z:12�9i398:�48F r�175980:07 q �! E. 12" (NE) _ �,r 21.5E (PEP RIM = �9- 27.51 g1'0F) RD 0 I.E.=22.38 O1 NOT USED @ "•"tRENCH DRAT O, RIM=47.99 E12918r,�3. NI A E� ( ) - N:175 229E PVC .E. 6" SW - �� 20•01 �p YARD DRAIN #3, ET B FOR � RIM �.�,� E. 12" (w) =�re6- , AS B U I Lt WAT E R I N 26.00( Lq D 12" PVC I.E. N=42.04' I.E. 12" (S)--�9AA28,75, CPEP E. 18" (S) = iti�r �•21. � E. 18" (W) = 49.7� 20.01, (gyp N: �• E: a� w `L ' 0.63% RDCO YI1R DRAIN 2, 2 NOT USED - "`°`n ' "n' 25.50 L 55 # 0 I.E.E4" (N) _ �494;=24.0 \ i I L N III 12" PVC I.E. S=42.09' I.E. 12" NE=�9-68.28.64, CPEP E. 4" E - i'�#� �•�. PVC E. 18" (NE) _ �8-�f>-19.81, CPEP OLF 12"0 PVC (I)NOT USED 25.05 RDCO i ' y ( ) RIM = z 99- 2&07 THIS AREA. I )% ®NOT USED L .-23.88 �h�o I 2 1,` T B#9, TYPE 2, 48"0 jI� LE. 8" (N) = 22.78 CPEP ®0.50% 5 20LF 12"0 PVC ®0.30% I I (D 133 LF CB#M1A (PUBLIC), TYPE 1 CB#8, TYPE 1-L Ej291757.57 # O 29. (F�) 29.78 FF 9 29 40 - CB 16 BIO-POD VAU ° R CO Y R D IN 1 r3JLF ©77LF 12"0 PVC ®7.55% 5 8 ( ) 28.5 (FL i N'17588'O �29� n�zn N: 1�699�-�3�9{:lz�9i-�58i96fr- CTR. OF IL SHTffRE E •6 YARD DRAIN 4?78 N:�d6 E�-.�..�.s..., AA 29 19 i ) �28.62 L) 18' CPEP SD I J E129185200 RIM - "�gJ 42.06 RIM-39r99- 31.85 NEE DETAIL SHrr C3.5 # N:175968.69 \ 66 0 VC ® 0.30%� , ,«�� o� i I 7 46LF 12"0 PVC ®4.30% z 1� �1$ LF 0090 - 26.24 33. 7 (SW) @ 0. 22%r 0.17X I ( SO I LE. 12" (N) 3 98-38.61, CPEP I.E. 8" (S) _ T27'17' PVC RIM = �26.98- 27.51 N: „rrevAP ;I p it E: AIN I.E.=22. 3 95 LF ELF O 2s.s8 rc _ 17 ) MONUMENTS: RIM =9� 25.29 18"0 CPEP SD 29.18�FL� C5,0 PEIrSD - - - - 34.09(SW) I.E. 12" (SW)=z6-g�26.65, CPEP I.E. 12" (NW) = a,?,�4-0Ur 18.18 \ 26.00(TC 80 CPEP SD ® -% ® F �i A=FND 2" BRASS DISK W/ PUNCH I.E. 8" (N) = 23.28 29.78(FF 231X 29 0 - 37.56(TC) IN CONIC IN CASE DN 0.60 EX. CB#2, TYPE 1 I.E. 6" (E) =-9�§� IN 19,92 25.50(FL) @ 1.36% LF 13 RDCO 29.78(FF) o REPLACE W/ B 17, TYPE 2, 60"0 N:1765645. .E. 8" (S) = 23.28 Rb�O 6.6 15iRF MATCH EX. 27.68(TC) 12"0 PVC 100LF LE.=26.52 29.68(BW) 29.58(FL) g2 O(FL) i I I N:17�3410 # N:17605492 \so 29.78(FF) I.E.=2�ITL .05 ( ) 18 CPEP SD 29. 8 FL) ti B=FND MIC 2" BRASS DISK W/ PUNCH NEW TYPE 1 E:1291761.98 EPLACES EX. MH E1291 YARD DRAIN #5, 27.18 FL ®0.30% 12"0 PVC 29.68(TC 2g.78(FF) 59 SW) 8 27.03C (� 29.78 F ( IN CONC DN 0.70 N: 1�593+�999-E:1�9fi�6#� SDMH TYPE II A 26.00(TC RDCO 26.53� 29.R( 0.11X ®0.30% 29.18(FL� o,. 30. 0 TC /SOLID LOCKING LID ,DETAIL c3.a N: E. CB#13, 29.56(TC) � I I RIM = 3 84- 33.20 CPEP RIM=i+&5 25.50(FL� LE.=22.03 g F 29.78 FF) [21*) RD 0 I.E.=26.52 29. 0 FL 31. (SW) : 1�:12giz2�g. � RIM = 24.9E 24.72 R RD 0 298 TC 29.29.68 TC E L) "9.3 / 8.49 L) C=FND ,IC 2" BRASS DISK W/ PUNCH I.E. 8" (S) = 39�9- 30.5Q PVCz�I.E. 8" (N) = 23.70 E 16( IM = 1�j 26.37�14 r=2�r 29.18(FL 29.78(FF) IN CASE DN 1.0 I.E. 8" (N) = 39�i9- 30.50, PVC E. 18" (W) = i36-17.67 CPEP I.E. 8" (S) = 23.70 12" PVC LE. S=15.75' 026.39 TC 78 FF 6 29.39 L) 1 A 39.10(FL) LE. 4" (E) = 39r57r 30.57, PVC E. 18" (N) = �3I� 17.67, CPEP 37.9 � C 24 ADS I.E. N 15.55 I 13 I 25.89 FL ( 3 � F � p $ 0 i.0 rr rnnu o�ua r YARD �� _ (FL) e^ Of7V DRAWING �y O* EX. CB#1, TYPE 1 E. 12" (SE) = 4?68 17.77, CPEP FIRE HYDRANT NOTE 14 w 6 9 31.0 I) 3 N I REPLACE E. 18" (E) _ }35-17.67 CPEP LOCATED DURING \ 6ti Zg 29.32 FL 28 9 28.75(FL - h `� - 021 q W/ NEW TYPE 1 11075M0.47 X., SDMH TYPE II FIELD VISIT J 3�, 6( ) 6.77 FL) a N: A86 38�• E:�6 / N: 1F5B69.9F96f:1191�63.6516- : 1 _'L m &1.99-�:12•� 8' CEP �g _ 6 9. (FL) W W _ h RIM = �6i'i� 35.4E RIM = z' 6 25.49 RIM = z24.89 24.45 �N:1�112 SEE SHEET C5.013 ®o.o% - . ___2 2s.7s(FsS(FL) - 1 28.011`�1� � 36. 38.4 FL) h� I I.E. 8" N = 36.62- 3242, PVC E. 18" (E) = 1� 16.09, CPEP LE. 8" (S) - 23.87 E:1291219. FOR AS BUILT 1 10 LF �- - =a#12. =- _--=-` - ��---PIN -��� B#9, TYPE 24.m F�.% SEWER IN THIS C5.OA 0 CPEP SD oo � / I � E 2- 48"0 WALL_DDRAIN- UNDER' --ti � _ _ --- _ IGNAL ` RIM = �66- 26.66 / ��- SEPARA ERMIT SEES REUSE OF DOCUMENTS THIS DOCUMENT HAS BED! SIGNED ELECTRONICALLY N ACCORDANCE WITH WAC 196-23-070 AND CHAPTER 19.34 RCW. UNAUIHORIgD ALTERATION OF ANY OF THE NFORYATION ON THIS DOCUMENT WILL NVALDATE THE DOCUMENT, MY CERTIFICATION AND SIGNATURE. THE IDEAS AND DESIGNS INCORPORATED HMX AS AN NSIRUMENT OF TIE PROFESSIONAL SERVICE, IS THE PROPERTY OF NNOVA ARCHITECTS AND IS NOT TO BE USED, N NHOLE OR N PART, FOR ANY OTHER PROJECT NITHOUT WRITTEN AUTHORIZATION OF INNOVA ARCHITECTS architects 950 Pacific Avenue, Suite 450 Tacoma, WA 98402 253-572-4903 nt: PROLOGIS 12720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-414-7625 �" �_ S8 RI STD GRATE TYPE I E. 18 N - 2a99, CPEP R-404209 ® 28.35(FL) �- �9� - --- SHEET A0.19 FOR � -� �--4"� pp� H RIM=54.38 E. 12" (W - �- 23.2E CPEP AI -A. • X 28.14(FL) 8 4 It SD ` CPEP ADDITIONAL 1NFORMATiOIV- J _- - -/ - " O - ' - _ n nno/ } - `4 DBAI f O 2 ADS I.E. SW=52.38' E. 18" (S) = 20.97, (PEP CB#14, TYPE 1 6'0 T ImaNm I = 1 REVISED PER CITY COMMENT LETTER DATED 12/21 18 JRE 04 02 19 OFH APPROVE RECORD DRAWING IS A COPY , 2 REVISED PER CITY COMMENTS DATED 05 07 19 JRE 06 03 19 CONSTRUCTION DRAWINGS PE I CB#17, TYPE 2, 60"0 3 REVISED PER CITY COMMENTS TO C2.0, C6.0 & C6.2 JRE p6 21 1g N , REPLACES EX. MH 9j (9 1 CB#15, TYPE 2, 72"0 ED BY- �N A ARCHITECTS AND HAS BEEN w/ SOLID LOCKING LID •° •° .'� �r".1 ` I FLOW SPLIT -TER MH 4 REVISED PER CITY COMMENTS TO C6.0 JRE 06 25 19 EDI E _ R LNG UILT CONDITfbN88 ETOL=55.30' 0 g 2 .7 FL I I II 'I I w/ SOLID LOCKING LID 5 REVISED PER CITY COMMENTS TO NGPA & WALL HEIGHTS JRE 07 23 19 ADDITIONAL I � INFORM TIO�J ROVI EDONTHESERECORD / - - - - - - - - �� �� I I 6 REVISED WATER QUALITY TREATMENT VAULT C3.0, C3.1, C3.4, & C3.5 JRE 08 20 19 DRAWINGS IS A.COMBINATION OF FIELD SURVEYED PARKING PER SITE - - �� j /JJ I I I 7 CONSTRUCTION COORDINATION SET JRE 10 21 19 INFORMATION AND DOCUMENTED FIELD REVISIONS. 0' 25' 50' 100' / O �� �j/ 8 CONSTRUCTION COORDINATION SET - PSE/SDWLK REVISION JRE 12 20 19 Know what's below. PLAN CHANGES // //�-�� / //i 8A REVISED WATER CONNECTION PER CONFLICT WITH HP GAS MAIN STN 10 30 19 C0���/ �UC�D Call before . 9 PSE/SDWLK REVISION CITY COMMENTS C6.0 & C6.2 JRE 1 14 2020 1"=50' You dig. 10 CONSTR. COORD. REVISED ROOF DRAIN CLEANOUTS, ADDED CB#7A JRE 1/16/2020 SURVEYED: Ste' VERTICAL. NAVD 1988 REVISED WATER SERVICE LINE TO BUILDING ' HORIZONTAL. ww 1983/1991 CITY 0 1- CONDITION OF APPROVAL 11 JRE 5 13 2020 oEs�NED; 1 = 5� *,. IN ORDER TO BE IN FULL COMPLIANCE WITH THE LAND USE DECISION APPROVED UNDER LUA20-00021 3, THE 12 REVISED ADA RAMP DETAIL 2, SHEET C6.2 JRE 7 24 2020 J. Eaves /J. Hein RENTON APPLICANT SHALL SUBMIT AN ADDITIONAL NEW REVISION TO THE CIVIL CONSTRUCTION PERMIT C 18006309 13 REVISED UTILITIES FOR TENANT IMPROVEMENTS JRE 8 27 2020 DRAWN. / / J. Eaves/J. Hein ONE INCH DATUM THAT INCORPORATES THE REQUIRED ADDITIONAL BICYCLE PARKING SPACES AND THE ADDITIONAL SITE PLAN 14 REVISED PER CITY TENANT IMPROVEMENT COMMENTS JRE 9/15/2020 CHECKED: CHANGES REFLECTED AS PART OF THE LAND USE APPLICATION. THE SITE PLAN CHANGES INCLUDE. BUT ARE NOT S. N8190n AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH LIMITED TO. THE PARKING STALLS AND LANDSCAPE ISLANDS IN THE SOUTHWEST CORNER OFTHE BUILDING. NO. REVISION BY DATE APPR SCALE ACCORDINGLY H H _0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING M Bbannwarth 10/28/2020 ez F__ W 12� PROLOGIS RENTON 9 601 MONSTER ROAD SW Record Drawing documents 03-15-2021 GRADING AND DRAINAGE PLAN DATE: 11/16/18 U) FIELDBOOK: PAGE: p J DRAWING N0: C3.0 O SHEEP: OF: 9 51