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HomeMy WebLinkAboutR-43780300 rl�_ CY) LL] F__ TW=477.30 BW-473 *00 476.2� V D 25' (13) 5 7 1�'C 11 1A 0�, Fw t MATCH LINE SEE SHEET 3 V V V 476.30V/ [3U A D1 F� EXIST. CE3 TYPE 1 FF=476.70\ FF=476.80 FF= RIM=479.86 FF �46.70 .70 IE(W)=476.91 IE(NE)=477.11 S89*40'2 1 "E 289.70' ANL 18'-6 PVC 'C ---------------------------- 17w ------- N : --\ �_ ------------------------- --------------- (A 14'-6" 711� Is I " ----------- ------ 5 ------------------- ---------- ------ ---------- A @ , 1, --------- CB#20 ff8-j5_(5 478.60 477.00 477.00 --- - ----------------- - -QO 480 L,l 47 .60 '110''DIR 5 ------------ 480-- 771-1-11,11, b, FF=477.50 =477.50 gl' FF=479�1 0 FF=479.1 0 51 1 2'p 00 F R iz� K NMI 1111II11IIMIIIwIwIM1I 4.4 �7x R 0 13 18'-6" PVC @ 18%1 `C1 FF=4�8.80 A 104 1717=480.56- 5 14' 6$' PVC 3 6" PVC q_ 0 20% M?Ni EANE-111 w C 12% 4 77.oF-T MNkg-�' 474.90 0 N 80 477.00 FF=480,5V\\ 4: A. 4. 0 '7_ AC .:4 Al V V V V V V V ow! _2 ACCES o' IN F7 I -A M LE j P A FF=480.50 oo- . . . . . . . . . ... 131- A I A B BOTTOM 'g C.O.#1 C6 B A B 50 FF=476.50� FF=478 00 FF=478 B A" 47540 FF=475.40 FF=475.40 4v* A ------- 8#33 FF=480.50 5 r L 475.05 IE 470.54 �N-S) 474.90 -4/ ""!"t, CROSSING I F I: I L 475.30 E=462. E-SW V, ;;p .90 �1,476.00 3: 8'-6" P B ------------ 474- ------------------------------------ L e; PUMP CHAM\B\E ----------- 0 0.57. D1 D1 D1 D Av 45'-6" PVC FF=478.80 FF=478.60 FF=477.30 FF=477.30 F�=477,30 FF=475.80 SEE SHEET 3 1 vw�7 1 "1 1 Tr 127. 0\1' @ 0.5% ATION I, PUMP CHAMBER z 'R 16'-6" PVC CATCH BASIN ITABLE 0 38'-12" PVC X 0 05% @ 1 0% C0 It CB #12 TYPE I CB#20 TYPE I CB#27 TYPE I CB#34 �TYPE 2-54" z 1 4 9.10 CB#34 4 RIM=�t75.20 RIM=476.5�. RIM=474.31 RIM= np1ju � w C "Z�N 'Iz" = 9 00 S) (PUMP 'Xi"n \q8q 1 E -4701.35 (N,E,SW) IE=473.08 �S) IE=470.42 (E,W) IE 6 4 J5 (12' -Low) 2'X7'Xl' DEEP B M F =479.60 C1 ............. % N '�N'� CB#14 TYPE I CB#21 TYPE I RIP RAP PA C.O.#2 ____ __ , ;" " .00 CB#28 TYPE I IE=470-00 (4"W) (PUW 3"-6" QUARRY AL V� RIM=477.30 RIM=475.10 RIM=476.28 DISCHAR�E SCH. 80) 14'-8" PVC --' :::� I :, 'L " �N' , 0 1 1 471.74 �N,S� IE=472.80 �E,W) A A A A 4 IE=473.63 (W) IE= @ 2.0% BIOSWAL IE=472.00 W)/ 24'- 1 CB #35 PE I Z 7 X-7 CB#15 TYPE I 'z�m , =V-3' 475,30 475 D�D.E RI%1=475.30 CB# 1 (12"N) (PUMP w _jb 4S 22 TYPE CB#29 TYPE I IE=476.6 78. 4)(' g --- - b CE3# D IE=470.51 �E,W) RIM=475.05 RIM=47&25 CHAMB,�R OVERF-OW) PVC 9 2.807o, \j�=A-?0.90 z IE=471.55 (N,S,W) IE=474.75 (E) IE=,+,;50 (PUMP VAULT A 0 BOTTOM EL=4f>9.0-' 77 PROT 50) 6 TYPE I CB#23 I C > B#30 TYPEI IE=47�.,31 (1 2"W UTLET) Ire-v ---- TYY 7472--- RIM=474.80 RIM=47; RIM=474.30 ,FF=479.60 5�99 ,a a lt=470.07 E,S) IE=471. W) IE=470.85 (E A 11�-470.23 W) IE=472.3 ,&789'15 1"W IE�470.00 N) CB#31 TYPE 34.00' 11-48" 4`1 IM=472.40 00 1 �v V V CB#24 TYPE 0 CB�17 TYPE I RIM=477 28 IE=468.40 (N,E,W) 4� Ulu �-�affim - :. RIMA473.95 IE=473.35 �N�� M-l" 3$-6" 0 '4% PVC\ IE=4�0.45 (S,E) IE=473.50 CB#32 TYPE 11-48" 22 473.35 _j FF=479.60 5% SIGNIft ICZ' IE=4 .90 (N) RIM=474.75 L A $_V!�DMONS CB#25 CURB IN IE=462.76 (E,SW) IE=415,� Rftvk-478.20 V� q Ct- IE- 0 z PUMP CHAMBER CB#18 RB INLET) RIM=477.28 20 (S) CUI C KIM R95 IE=473.59 (S) CB#33 TYPE 11-48" 0 F=475.90 IE=470. IE=474.00 (N) RIM=475.50 7. #35 B r A v� FF=479.60 IE=462.36 (NE,S) INSTALL DI 0 / 14'-12'-',\ :-..`I�V"5 I i'_� 4", 8'XlO'Xl' DEEP CB#19 E I CB#26 TYPEI D1 D1 1 1 --�' U \ k 1 1 . . r __ RIM=47T 479. 1a 11 RIP RAP PAD PVC @ 110 FF=478.80 FF=478.80 FF=477,40 �f=477.40 -,., 77, S 47 RIM=474.31 2.0% VA T B2 3"-6" QUARRY SPALLS IE=469.i5 S) IE=470.30 (N,S,W) BOTT L=461.0 N N 478. 0 10 20 EXIST. ' N-1 (D GENERAL NOT�S =468.22 x SEE SHE --------- 475. EOMNS R INFORI MUMP CHAMSEk AND X-SECTION LEGEND. FCIR 1. SEE SHEETS 5 & 6 FOR X-S' SCAL 1"=20' 7 IE=468.5/- 2. REFER TO ARCHITECTURAL SITE PLAN A FOR STAIR LOCATIONS. L 7 + EXIST. CB TYPE 1 14' R11v1=477.55 .. ...... 4.4 25"1 'E IE SE)=475.08 IE W)=475.03 MATCH E IE E)=475.03 (NEW) SE 190th ST. 477.84 I SIR FIT 00 NO 1111 g E----------------------- -------- ----- 0 ------------------------ ----------- ----- -------- ----- ----------- S89* 15'51 "E ------------------- 329.19'_ N89*15'51 CB TYPE 1 00 130.64' RIM=477,04 A EXIST. N89* 15'51 "w 00 IE=475.22 MATCH EXIST. INSTALL 16' RESIDENTIAL DRIVEWAY 20'-8" CONC.-Y, AVOID CUTTING UNDERGROUND 31.47' 478.29 KING COUN��E.S. unuTy LINES. rrs costy. 15' ASPHALT TAPER TO EXISTING EXIST. _5' TEMPORARY CONSTRUCTION EASEMENT GRAVEL DRIVE IE=467.84 REM ENGINEER -Coll COMPLEnON DATE Call NOTE: IMATE �NLY. At) SENIOR ENGINEER COMPLEMON DATE EXISTING UTIL17Y LOCATIONS SHOWN HEREON ARE APPROX before you IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE INAL CORRtU I tU tolhil g EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- D; GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION, NO JAMES H. SANDERS, P.E. APPROVAL DATE REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES DEVELOPMENT ENGINEER oy NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. DATE COMMENTS: 1-800-424-5555 CALL BEFORE YOU DIG: 1-800-424-5555 UNDERGROUND SERVICE (USA) APPRUVt 0 SHEET ER/DEVELOPER: TITLE: OWN DESIGNED JW 2 E 01 49 N:GINIERING, INC. DP PDSK PROPERTIES, INC. DRAWN I*z IT GRADING AND STORM DRAINAGE PLAN - SOUTH HALF 2 0 F 10 7 00 621 PACIFIC AVE., SUITE 300 10836 SE 190TH ST. CHECKED- JOB NO. 11 0 37 TACOMA, WA. 98402 (253)565-4491 Seattle (206)824-1205 FAX (253)565-8563 cis S DATE 8/17/01 Land Planning & Use Engi.--neerinq * Surveying BELGROVE AT MNTON 01-065 0 EX�FRES: 05-24- 02_ 6 SCALE 1910-64ttf Avenue Tacoma., WA 98466 1 3/10/03 JW CSDP REVISION WASHINGTON I t '.. DIVI & A 6 KING COUNTY No. Date "B Revision F 5 R-437803