Loading...
09-100793 (2)VERTICAL DATUM: CHURCH BLESSING C LEGEND REVISIONS K.C.A.S. EX4SLdG PROPOSEFl PROPERTY BOUNDARY 0 LEVER DATED 9-27-05 CENTER LINE BENCH MARK: CP NO. FIN 121 - - --o -- NA'' g0P1 DRNN STORM SEWER 5-o7-os PER C.o.tw. oa/7W GRADING AND DRAINAGE SITE PLAN ELEVATION = SEWER MANHOLE ®COMMENT LETTER DAZED 4-16 OS 323,2 FEET O STORM SE jj / q " �' p�g W.M.O Dw INFILTRATION DRrwELL COMMENT I. PER DATEDC.O.M. NGVD-29 SW 14SEC. 17 6 �1 i/ P A @ !9PORTION� E4 EAST, OF TII-9IN canw BASIN �3 COMMENT LEf1ER DATED 10-17-08 " " -- - -- SANITARY SEVIER 9 7 9 9 (3)SSMH --- aOSS Mx SANITARY SEWER MANHOLE CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON 0S.G.a. SANITARY SEWER CLFANOUT WATER LINE FIRE HYDRANT EB ® WATER METER PER BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY: WATER LINE ______-G__ 30 0 30 DRYCO SURVEYING, INC. - JOB NUMBER 2001079 __---. GAS LINE C pp uu�p� p i'Oa�• _ GROUND CONTOUR CAFlT1'7 yg®TlK - - F 200.00 FINISH SPOT ELEVATION TC 200.00 FINISH TOP OF CURB M. ioEi� ON AUGUST 6, 2001 -REVISED APRIL 2005 SCALE IN TS 2D0.00 .FEET - CUT 8,000 CY I.E. 4.66 IE = 200.00 ��Rf TOP ,An�DEWALK ELEV. FF 200.00 FINISH FLOOR EIDATION o �0� 13TH AVENUE SOUTH FILL 1,300 Cy STORM DRAINAGE STRUCTURE SCHEDULE FOR RIGHT-OF-WAY IMPROVEMENTS SEE SHEETS C7 & C8 EXISTING rn' "°( \ SDMH TO BE REMOVED) CB I § NO. RIM EL. INVERT` SIZE -DIRECTION TYPE/REMARKS ron� 1---1---1-- G$------- ---- -------------- CB 39 .0 8 IN NW SEAL. Rim: 402.17 I------------ o° 1f 3 ' 03, 12° SW 402.77 ----- Rim: 403.36------------ - --- --- ---- ----- ------ -" --- --------- -Rim:-40583------ - ----- ------------ - I.E. = 400.3, 6 - ---- ------------ -----------1•E-=-40L3�_ E 9 . IN N E SHEET ° \ I.E. = 397:03, 18' N s;. 3359,- t2v----------- -------------- _-- --- --- ----- - -- ----- - --------"- 393. 8 18 OUT SE ME ROVE ENTS F ,, M CB 3A 398 23 OR --------6---- -- ----- 402� A I.E. = 401,4, 12 N & S ED 8Y MH 1 ----------------------------- _ CB 3B 398.93 REPLAC a o ��,====--- - p -- - 396.6' 12 IN OUT E&W \-��400-- ; / EXISTING 12 ST _ ==-== __ s===>`______-- __ 394.4 6 IN N 00%CB 3 i-'w \ _- ======a ==� === CB No CB 72 399.3 8 OUT S Rim: 40 b Rim: 405.74 397.03 12 OUT S { Rim: 402.5 - - - - _ _ _ _ \ - -- - ----- / CB 4 401.43 TO BE REMOVED. 397 03 8 IN N t E 400 0 6' w r .. _ „ + I.E. = 4b13�f2' _ . _ - - _ - 398.28 8 IN N / I E 399 6 12' r \ ' 397.88 18 OUT S C�I�- CB 5 403.78 TO BE REMOVED. 12" CMP CULVERT / \ _ EX. 12" ST ZZ-------- I.E. = 395.98 CB 3E / tom{ _ _ > -�e»>__-»»»___>_»_»_»>_____»_>______>_>_>_> _ _\ CB 6 406.94 6 OUT E TO BE REMOVED. �QW r 40 3.5 4 03.5 / CB 1A 405.05 Ld 400.55 12 IN N ZOS 400.55 12 OUT S _ I ` -' -- j CB 1H 40563 401.63 12 -IN N&E Zo 39 -."//"- � 404 12 _-- ---- -- ----�. �` 401.63 12 OUT S Z O O �go� �` N 0 15'41 E 1 0 402.96 8" IN E ADJUST RIM EL. TO WCJZ \ 17.0 ' 40s� CB 2E 407.6b 4 2.96 12 OUT 406.15 M � l - t 1 PROPOSED -------- , ,,. CB 1A ; � `"-d I � NO RIM. EL INVERT SIZE DIRECTION TYPE/REMARKS p --__D fX• /4 ' _� -- C � A -�I TC 40 5b / 394.60 12" IN NW 48"0 4 " ST ` -- - ----- F 405.7 t CB iB _...�- -... CB 2C \ 4 __ ... �_... F-480 412 \ \� �O� MH 1 398.81 393.63 8,. IN N _ '- �g6 CB 26 1. _ L 7G I 393.63 12" OUT (SE) TC 4 7 I --` \ i' TC 406.80 ` 406.87 \ J 396.49 12" IN W Cg 5 406 - TC 406.50 1 - (�J F 406.30 \ 7 Do y _ TYPE II 54"0 g CB 3D F 406.00 A� 414 cO C.S. 1 402.75 398.90 8" IN N SOLID LID \ ,I <t 396.49 8 OUT E 'J9 CB' TO REMOVED TC 406.]0 TC 407.11 dC 406 90 ° '.Oo' • TC 406:53 TC 406.94 a e F 406.03 1 `cv 395.00 12" OUT S DETAIL 1, SHEET CS 06.61 - 8 4 Rim: 4 7$ f 405.60 6.40 r +. � F 406.44 407.61 _ 'SEE p0 1 x �p6 / I 396.70 12" IN T W TYPE II 4 „ I.E. = 348.53, 12 N -' TC I.E. 397.88, 18" S 4 " : ;:: (� TC 4 TC 4 7.28 TG 4 CB 2 403.50 396.70 12„ .IN S SOLID LID k f 406.3 mow% F 406.62 TC 407.fi7 I \ 396.70 12" OUT (E) NEW 6° FROM EX. FROM l� - �_ F 4 678 f 407.00 \ F 407.17 TC 07.30 4�C / )398.36S• D� 33' R ; . �� 0 DOWNSPOUT DOWNSPOUT �, - ---� i ` -i __ \ E Iw 0 CB 2A 403.20 1 N 2" 1N ca \ , r-------RROWDEROCK-REfAWERS_- ____-- I yg 398.36 12 OUT E --; �\ tziI ; CO 2E AROUND TREES TO MANTNN 1 Parcel B 12 400.05 6" IN E TYPE II - 48"D W� w I i F 406RO ' {ROOT COVERAA E AND IUVNTNN CB 2D )' /' d CB 2B 405.90 399:10 12 IN N O __. 414_� 26,204.99 Sq. Ft. SOLID LID x STING G E AROUND E�- -{ <r 399.10 12 OUT S �\ C 7. I 0.60 Acres 00 r: TREES (lYP) 3' H MAX. a b s \ 412 - F 407.17 I co 402.26 8" IN E N F 407.OG <,, 1 e SEE DETAIL ; I CB 2C 405.83 26 U" . arc ES w :,• -, TC'407.74 TC 4'7.50 CB 2D 406.28 N 402 J2 OUT S TC 407.12 - 110-� 1 403.19 8 OUT W F 406.62 F 407.24 7 00 3 10-08 403.75 6 IN S �o \ I CB 2F 406.55 403.52 8 OUT W - - azBas a 4 6 �C -, T 40 . TC 4b8.15 ���'o I r I 397.25 8" IN S SEE SHEET C9 40 F 407.05 f 406.88 F 4p7.65 \ 8\ i t , CB 3C 400.43 397.00 12" IN W �08 ¢Os_ \ I 397.00 12" OUT N o I \ 398,09 8" IN W SEE SHEET C8 F I t CB 3D 401.23 398.09 8" IN S _ 1 F 407 5 CB 2 - _...__ TC 408.25 E t - �_... 48�Z5 " I 397.84 12" OUT E o TS 407,40 NEW 6° FROM--E_...�-... o i 401 98.18 8" OUT E00 o I _ S P • F 406.90 DOWNSPOUT F 407.45 ` p09 408� ; \ z NOTES: 1, ALL STRUCTURES ARE PE 1 UNLESS OTHERWISE NOTEDEE � Fo \ SHEET CS EXISTING CHURCH BUILDING I c� N z to t; TIN. FLR. 407.75 F / ST C I 2. CONNECT ROOF DOWN OUTS TO SITE CATCH BASINS. z = n Cg o6 _ - _ 1 Rim: 406.9'1� ;h0$/ ® DING MINIMUM SLOPE - 0.75%. W h ` _ _ I.E. = 403.5 6' �E�e 1 I USE 6" PIPE FOR BUILDING Rim: ao2.72 406 01'12' 9 --W- _ 406 10. _ \- - J STORM DRAINAGE. PIPE DATA o ? 1 00 LE. = 399.4, s" NW ' _ \ ` » \ -- £ PROPOSED CONVEYANCE SYSTEM `- 1( [7777 E. 399.3, 8" SE I ( / 04 ` S� - - �: ; [\ = o s, CB 2 (STING } : n - 400-- _ 4p2 No � M I CB 3C I N SI ALK fo i Sanita. Sewer Manhole MARK :TYPE DIAMETER LENGTH SLOPE REMARKS w v t I\ ��( FROM (NA) !� I ' I r - -398 - - -� 900 ` �� \ \ \ -' �] i i Rim: 407.80 A N-12 8" 3T 1.00% SSMH 0 t p �� DOWNSPOUT \ RIM: 399.56 IE = 395.9, 8" PVC E B N-12 I.E. = 391.55, 6" N : r. F CB 3 6' J' 396 Q• r ( l r \ I ; J r CS 1 .p-----D--_�_-==SD===- \ C N-12 12" 56' 0.70� I.E. = 391.31, 10r,E_-._�` \ � _ - r � ' � � \ CB 36 TO BE REMOVED Rim: 398.93 S B p N-12 12" 30' 0.70% I.E. = 397.0, s" N �� N-12 12" 175 0.95% I.E. 396.6, 12" E & W B 3� � G�� N-12 12" 50' 0.60% O cw., � j L 12 12° N ' ST CB z Rim: 406.69 I H N-12 12" 97' 1.50% EXISTING w ¢ L- w N � - - ' :I J Er Z IE = 400.55, 12" E ADS, r o w % I N-12 12" 66' 1.64% EXISTING 0° IE = 401.15, 6„ PVC' S ! �LJ IE = 400.65, t Li- o CL 04 O 1 r 330 ---- I f ✓ PER FEDERAL WAY CODE SECTION 22-1568(c)(6) 396 96 SECURE LIMITS WITH FENCING AT ROOT AND DRIPP- I - 1' Q LINES OF SIGNIFICANT TREES TO REMAIN (20) PLACES I EXISTING GROCERY OUTLET STORE r ' I 30' R/W L ROCK WALL. Ll COMPOST GRAVEL TRENCH. < 4' HIGH. FILTER SEE I o (� PER C.O.M. SEE 2 4 STD. 3-22 C3 5 �4__ OJ N-12 12 66 2.02% EXISTING = O ¢ w 11-12 8" 62' 0.90% o z CD I © N-1 6' .50% z F OM N-1 8 2' .50% v o I' I ® N-1 .00% W ' rn DATE /1 ri,p AGI C 3-10-08 DRAWN -- - - - \ B:S.O. DESIGNED 0/ SITE P AP P OVAL J.J.D.- APPROVED Permit dumber: " PERMIT NO. 05-103457-000-00-EN J.J.D. A V Rv. PROJECT N0. i7 "°� 201313PH2 LMG. O SHEET N0. ��