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Home My WebLink AboutR-395905KEYNOTES: LEGEND: z I..LI 5 I..LI O C� G I- O J z_ Q _ O J O O _ CU _ _ T_ W m 0 z_ J W i W J - -- .. ._ ...... __... b LF'F' NE IE=425./b 1 `J� 6" CPP E IE=426.66 STCB 1139 RIM=428.83 6" CPP SW IE=425.76 D 6" CPP NW IE=427.05 6" CPP NE IE=426.01 D - 11,.., 6" CPP W IE=426.01 ■ STORM CATCH BASIN STORM MANHOLE • STORM DRAINAGE CLEANOUT ® DETENTION TANK ACCESS RISER -----GB GRADE BREAK D STORM LINE - - - - - - - - - - PERFORATED PIPE STORM LINE LARGE DIAMETER DETENTION PIPE XXX CONTOUR LINE - - PROPERTY/RIGHT-OF-WAY LINE NOTE: 1. SEE SHEETS C3.1 AND C5.3 FOR GENERAL STORM DRAINAGE NOTES. 2. CONTRACTOR SHALL FIELD VERIFY EXISTING INVERT ELEVATION PRIOR TO CONSTRUCTION WHERE NOTED. CB-2 4O CO-2 7 RIM = 427.47 C3.2 \ X X -� I RIM = 427.36 CB-12 5 � �q�2. � 54" TYPE 2 CB 60" TYPE 2 CB RIM = 423.28 CO IE = 415.00 (6" NE) SEE SHEET C3.1 FOR IE = 416.50 (36 NE) CONTROL MH IE = 416.50 (36" SW) N 168219.06 D -- - - D 10 LF 12" CPEP @ 3.51% \ Cq �\ BIKE RACK DETAILED GRADING N 168218.26 IE = 423.61 (6" SE) IE = 416.50 12 NE) E 1310186.94 IE = 425.75 (6" SW) Q �,\ Fq N 168309.71 ( 48 RIM=430.25 1 \ F . 422.43 IN THIS AREA E 1310191.14 STCB 1349 RIM=428.62 � E 1310246.68 O CPP E IE=426.06 12" CPP SE !E=425.27 C3.2 / 4 ( A CH EX) 4 CO-3 7 RIM - 422.99 P NW IE=426.08 EG: 425.00 - - �� `S�i 62 LF 12" CPEP' .00% 35 LF 12" @ 1.29% CB 3 4 RIM - 425.42 = 12" CPP W IE=425.27 62 LF 12" @� \ _ CO-6 _ ° 1 1 CB 16 = 4 RIM = 422.50 CO IE = 415.00 (6" SW) 54 TYPE 2 CB IE = 416.50 (36' SW) CB-13 _ /� I CB-19 C3.2 CB-15 C3.2 N 168345.01 IE = 414.42 (12" SW) N 168321.62 IE = 415.00 (6" E) CB-18 C3.2 IE = 422.09 (12" W) 48" TYPE 2 CB IE = 414.42 (12" NE) E 1310249.23 SBA ONE STORM DRAIN ` . CB-6 CB-14 04 E 1310188.56 N 168323.38 10" CONC SD vTl� IE = 414.92 (6" W) APPROX LOCATION �' I f t\ p �` 70 LF 6" PV @ 1.00% / Ln rn E 1310257.41 CO-4 7 �L �3 CB-5 cV o ■ o CB-4 4O IE = 418.50 (12" NW) CO O RIM = 434.04 PER 2003 AS -BUILT. 4 3�L�12" CPEP @ 4.63% CB-3 l 8 LF 0' PVC @ 1.0 /oo " E 2 CB RIM = 425.08 C3 2 1 4 6 LF 2" CPEP 2. 0 zl I I 54 TYP N 168340.86 E 1310195.40 IE = 416.50 (36" SW) 6 3 C5.4 CB-14 60" TYPE 2 CB N 168347.41 E 1310276.28 RIM = 421.30 IE = 418.58 (6" SE) IE = 414.05 (12" E) IE = 417.50 (12" NW) IE = 414.05 (12" SW) IE = 417.97 (6" N),IE IE = 414.30 (6" W) IE = 417.78 (12" W) N 168118.37 E 1310064.95 IE = 432.54 (6 NE) 20 LF't2"-@ 1.00% B FILTERRA-3 FLOW DIRECTION \ % CB-17 I \ CAP PIPE FOR FUTURE CONNECTION / IE: 416.50 12" (SE) / \ / CO-5 O CO N 168250.32 E 1310145014509 RIM = 427.93 IE = 426.43 (6" SW) = 415.00 (6" NE) CB-5 O 54" TYPE 2 CB N 168336.71 E 1310202.24 RIM = 424.78 IE = 416.50 (36" SW) CO-6 O CO N 168350.65 E 1310206.03 RIM = 425.05 IE = 415.00 (6" SW) - IE = 415.00 (6" E) CB-6 O 54" TYPE 2 CB N 168332.55 E 1310209.08 RIM = 424.59 IE = 416.50 (36" SW) IE = 420.71 (12" NE) CB-15 O3 48" TYPE 2 CB N 168348.82 RIM = 419.98 IE = 413.43 (12" W) IE = 417.81 (6" SE) E 1310338.74 IE = 413.43 (12" E) EX STCB 1349 EXISTING TYPE 1 CB N 168377.13 E 1310096.70 RIM = 428.62 IE = 425.27 (12" W) IE = 425.27 (12' E) I \ / 26 LF 12" CMP @ 0.00% /� 1 CB-7 O2 CB TYPE 1 N 1 10212.3 E 1310212.33 RIM = 424.96 IE = 420.92 (10" SE) IE = 420.84 (12" SW) CB-16 O 48" TYPE 2 CB N 168353.32 RIM = 416.98 IE = 412.98 (12" W) IE = 412.98 (12' E) _ E 1310144.52 SEE NOTE 2 CB-18 O RIM = 426.79 48" TYPE 2 CB IE = 421.44 (12" SW) N 168350.20 IE = 421.44 (12" E) E 1310157.35 CB-19 O RIM = 423.96 CB TYPE 1 2 IE = 419.94 (12" SE) FILTERRA 2 O TOP = 427.67 4'x4' FTIBC INLET = 427.17 N 168210.98 IE = 423.75 (6" NW) E 1310203.11 FILTERRA 3 O TOP = 427.61 12'x4' FTIBC INLET = 427.11 N 168336.90 IE = 423.69 (12" SE) E 1310153.10 Q @ 1.00% _ B ` D • ED CPP NE IE�-417.93 .I,.1�11t �1��JV .e��1li �.�`i►l� ,ti��i �� t�_�1I 0� � E 1310219 66 IE = 419.94 (12" W) // \ \ // / / yt/' A ° / 120/LF PEIff C @ 0.00 /o �„ I = 87 \ p / l 27.36 / C1 X3 ............. STCB501 RIM 433 �/................................................ ....................... / CB-2 / I 6" CONC NE IE=431.72 1 \ / ' 427.66 / \ 14 6" t VC (CU 1+% 6" CONC SW IE=431.80 // // 0 -2 / TERRA 427.19 / / 12"X I I �-- -�- - �� FG: 433.18 (MATCH EX) \ Q // 1 428.18 / FLOW DIRECTION 4 81 / 3 o / 1 I 433.08 / /....... / C3.2 \ /: .....::f ::..... \ \ Q / M' t ...................... . 433.81 / ..:... / �. �.::..... .......... .................. I / 34.53 \J FG:436.53 �. �r 434.34\ / �j ) � . 435.64 9 16 433.E - /�- �� (MATCH EX) \ \ 434.56 -J \ \ / w�// \ -CA22" \ \ x�- WS N 436.27 O \ / \ I x x 434.30 434.90 / v 436.64 � FG: 436.37 % / � � / x�(X- x'� \- 431.4 435.86 � �o (MATCH EX) E LANE \ � 433.75 / 431.57 / F 4 \ \ \ 1 x�-"� '� FG�3 7 � FG:436.05 s � / / (MATCH X) \ = ��: 433.78 436.40 (MATCH EX (MATCH EX) 435.21 I- - \ / 431.25 } // ( / \ (MATCH EX) / 433.47 \ /31.82 - -\ �\ / / (D (MATCH EX) 435.15 433.56 \\ / \ 430.76 / \ o 435.79 432.66. W, 5�� //430.14 1 � `V k / F 435.46 / 431.477 / } 0.55 436.40 / \ M �` 432.64�'� / \ U26" co\ 431.05 / / \ ' \ Cr)CO / 0-1 / / OU2" \ 437.68 . I3 \ 437• 436.48 \ 435.62 434.24 \ 432.09 / \ x ~ � K x-x-x x 4. - - _ -_x_-x-x-x-x-x-x-x SURVEYED: \ SCALE.VERTICAA 0 U20" of wasHlpFOLLANSBEE HORIZONTAL- N 1983/1991 \ • CITY OF DESIGNED:0 B. SCHEND RENTON DRAWN: a NOTICE a ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEE! � 2 AS-BUILTS BJS 10/08/18 SMC F. KATONA ONE INCH DATUM PROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF ,6 �.• BJS 7/7/17 SMC. CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. Know what's below. AS -BUILT ONS DOCUMENT RIGHTS S NTO.TTDEROGATE HIS FROM N ST I SERVEDR USE ;P RE41803�0 �w T A C O M A SEATTLE SPOKANE TRI-CITIES 1 REVISED PER CITY COMMENTS W. FIERST IF NOT ONE INCH ONLY FOR THE PROJECT IDENTIFIED IN THE TITLE BLOCK '��s 1 STER �1 APPROVED: SCALE ACCORDINGLY Call before you dig. ADDITIONAND OTT PROJECT USED FOR R�u+r REMODEL THER PROJECT. OR CT rIONAL �� 2215 North 30th Street, Suite 300 Tacoma, WA98403 NO. REVISION BY DATE APPR S. COMFORT AHBL PROJECT 2170057.1 0 � /oe�zoie 253.383.2422 TEL 253.383.2572 Fax www.ahbl.com WEB CB-9 4 54" TYPE 2 CB RIM = 424.45 N 168324.25 IE = 416.50 (36" SW) E 1310222.75 CB-10 4 54" TYPE 2 CB RIM = 423.99 N 168318.02 IE = 416.50 (36" SW) E 1310233.01 \ I \ SST H 966 RIM=423.03 �f CONC NE IE=416.76 4" CONC S IE=417.49 12" CONC NW IE=416.88 LADDER SE STYD 1055 RIM=421.25 4" PVC SW IE=420.65 T U T 0- z wC G I.LI N O �C G O RECORD NOTE 10/08/2018 GRAPHIC SCALE z AHBL CERTIFIES THE ACCURACY OF THESE 0 10 AS -BUILT DRAWINGS WHICH ARE COMPRISED OF 20 40 APPROVED ENGINEERING PLANS AND CONSTRUCTION CHANGES PROVIDED BY THE 1" - 20 FEET - CONTRACTOR FOR THE PROJECT KNOWN AS LINDBERGH HIGH SCHOOL PARKING LOT IMPROVEMENTS. BASED ON THE STANDARD OF CARE AND EXPERTISE THAT IS USUAL AND 17-- CUSTOMARY IN THIS COMMUNITY FOR PROFESSIONAL ENGINEERS IT APPEARS THAT O WORK WAS COMPLETED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED CIVIL R-395905 ENGINEERING PERMIT DOCUMENTS. J OO IN COMPLIANCE WITH CITY OF RENTON STANDARDS U V LINDBERGH HIGH SCHOOL DATE: 06/08/2017 Ir FIELDECOK. PAGE: SOUTH PARKING LOT IMPROVEMENTS W RENTON SCHOOL DISTRICT In 0 DRAWING NO: .O GRADING & DRAINAGE PLAN z SHEER5 OF. 5 17 J