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Home My WebLink AboutS-299317Z Q 7 C`t O O N Lli O 0 LLl �I LL. I w tJ 1 1 r Gs: •- NI i C, WI '7 a CL { I { �I a ZIW O{ PI O{ ~I W{ 4 a{ A i h PROXIMITY CILv TO FIRE HYDRANTS o� BUILDING P131MARY rn 'c �. SECONDARY 0 Q -o N J � Q 2 (114) NO. �% C 43 H w � W a � W ci car c kt c° ', E F.H. 'E' (221') c F.H. 'F' (249') 41=11 c vim+ a. 0 NI i C, WI '7 a CL { I { �I a ZIW O{ PI O{ ~I W{ 4 a{ A i h Ll1 Z ° ; �► orr LlJ Ll -' tt mmmin - -i 280 `-_ -- -- 270 - - N00.59'00"E 6►85.47' 'r___ -- r r r r 0 r r =100 1MMO r r r r r r 111111101 - �.. �. r r p r 'C' STA. 28 +07.25, 2.43' RT_ - - - - - -- - _ - -. -• -- _ . _ - -- _ __. ____ .. 'G' STA. 60 +02.43, 7.00' RT_ EXISTING; 20' UTILITY -� -- -_. - _ _ ._.___ ._. -__. _ _. _ - -- -- ._.__ -- .-- -__ -__ . -_ _ _. _ ._.___ -- _- - _ -__ -- -_ _ -.- _ __ 1 -- 10 TEE (FL) 2 - 10" G.V. (Fl xMJ) -- - ESM 1. (PUBLIC) 260 ` - I -�10" VERT. CROSS (FLxMJxMJxMJ ) 3 -- 10" PLUGS (MJ) -- -- -TOP PLUG W/2 "TAP & 2" PLUG (MJ) 2 - 8LOCKS- - - - - ------ 11 " A.R.V. ASSY. ' 00 ! I - - - - -- - - -- -- _ i cc r �r'rRvh. L ►� 1 Llv�fi q N 25`0 -� -- I (G J' ' - - ! G3 EXIST 12 DRISCOPIPE SD /- -- _ STA. 27 +(43- ►--1-�-)86.0, 2.4' RT. UTIL ' ! r 10,.x6„ TEE (FL) AU M ' 1 --- _ -B G.V. _ FLxM -J) GN ENT G ' ALIGNMENT 'J' ► - - - - - - -. - I 17 6 F 1 5-1/4" M. V.O. F.H. ASSY. I I L 10 D.I. CL. 52 rr „ 272.5 LF 10 D.I. - CL. 52 ` -- - - - - -.- _.._mac- ,______� t...- �w�- -• ----- --� r ------ ` 1 „ 2 - 0 UNIV. FLG. ADAPTER -- - C STA. 27 +x(84.06), - - - .__. 2 5(2019)' LT. F.H. NO. 5 - - - -_._�- �. "- G.�/(F�xrf►A,J,� - ---- - II --------- ,._. - --.. - w- ,.. --- -_ I I' - I I I BLOCKS I 2 !:S91 ! ! - I 4" D.D.C.V. ASSY , .4" IRE INE _ s] I I " SUPPRESSION � 10 FIRE EXt ST. ENER(,Y DISSIPATOR -� G7) 0 -die CB - TYPE II 4 0" �G2- - P.I.V.'S & F.D.C.'S RIM 236.5lJ I r i ( G I j , Y r - � . �.� 1 , � P.I.V. S & F.D.C. S VV, St_►LID LOCKING = LIE, !_ ' ) --- I BLDGS. Q, R & S (12•• DISCOPIPE IN E.) - E. 2 �0. C 5 \ 1 `" )LIT w. I --I - _ N E X I ST ti 5 tiH I - - i r.i 1--1/2 ,M. S 2. 2.1 1 j- IdLERED ( 6-UNITS, SPR NKLERED „ a M.F F. = 27.50 ,� (_ LDGS. T U, 1--1 /2 SVCS_ S URI �;C��PIPE ON E.) I ( I ! B.FIF. = 2 .37.50 Wi'C9oO INSIDE DROP I! I - i 'C' S A. (27 +13.6), - x(3.5)' LT, I.E.= 223.390?" OUT W � I -- - `� � SSMH NO. 116, 48" � t - i1 I rr 6 -UNITS �PRINKLERED W 6 Exl >T_ C.B - TYPE I RIM 234.4 „ ! PRINKLERE 2) (2) 1 -1/2 W.IM. S " 1 oo (BLDGS. UU & 1--1/2 c"RATE = 232.03 _/ I I �--� 6 UNITS, = , _ I.E.(MC) _ (224.09) I I.E. = 228.87 -� 6- -UNITS, PRINKLERED -- I (BLDGS. T & VJ, 1 -1/2 SVCS) 240- __ E� . A.R.V. AND - I ! > 3 1-1/21i W.M_' I ( UJ B. U_ V ASSY I I 1 ( ) S R & S, M.F.F. = 243.48 M.F.F. = 246.54 (BLDGS. Q," .r, B.F.F. = 233.4 . F F = 1 -1 /2 SVCS.) --� - EXISTING '15' SS ES T 8 B 236.54 ___.__ ♦ "A)C-j 23� t ~ p, 146 p, T I ! 1 EXIST. CR - TYP GRATE = 221'i1 _ I = 218.53 (12" CPEP IN - 218.3� (12" PVC OUT I ' EXISTING 10 SD ESM F. (PVT.) _ I rC.O., I.E.= 228.98 MAX. C. C.o., I. =� MAX_ 6" PVC 0 2.00% 26.63 MAX. 9�-6 ( 88.6) LF 8" PVC S= 260e 0.1951) .- 'C' STA. 26 +41+x(50.0), -14,98 19.4)' LT. F.H. NO. 4 'C' STA. + -( 6 +24.3), ' 6.8 ' LT. L u SSMH NO. 15, 48 RIM = (220.51 (N .E.(MC) = 206.81 MIF.F. = 223.77 ( P BF F. F. = 214. 77 M. .F. = 225.9 7 C.o., I.E.= B. F. = 216.9 212.87 MAX. 27 , r ? ? 6" PVC 0 9.917.0 c.o., 235.48 MAX. 2. M ,I 'C' STA. 27 +- x(14.72), x(5.85)' RT. - 1 - 10 22-1/2" BEND (MJ) BLOCK / M.F.F. 229.97 ! al B.F.F. _ . _ 'C' STA. 26 +48�.2 449.1), 1.44' 6:17(2.0' RT) - 220.97 yf 1 - 10 "x6" TEE (MJxFL) ALIGNMENT 'F' --- 6 G.V. (FLxMJ) o - I 5_1/4:w'-M.-v.-0. f!.H:- -ASSY. - - -- -- -- �N BLOCK 'C' � Q) , C STA. 26 +23.3, 2.5 RT. _ 1 - 10" 11 -1 BEND (MJ) - C.O. 233. 'D' S i ! N L0 .v CTRA I11C SCALE 20 0 » 20 40 ( IN FEET ) 1 inch - 20 ft BUILDING PROXIMITY TO FIRE HYDRANTS BUILDING P131MARY HYDRANT SECONDARY HYQRANT(S) J NO. 2 (114) NO. 4 (15 7 ) NO. 3 (189') a EX. F.H. 'E' (221') EX. F.H. 'F' (249') NO. 1 (297') CN CD 5 (298') K N0. 3 (89') NO. ,¢ NO. 2 (101') NO. 1 (227') O�uf (I- F.H. 'E' (233') Ll1 Z ° ; �► orr LlJ Ll -' tt mmmin - -i 280 `-_ -- -- 270 - - N00.59'00"E 6►85.47' 'r___ -- r r r r 0 r r =100 1MMO r r r r r r 111111101 - �.. �. r r p r 'C' STA. 28 +07.25, 2.43' RT_ - - - - - -- - _ - -. -• -- _ . _ - -- _ __. ____ .. 'G' STA. 60 +02.43, 7.00' RT_ EXISTING; 20' UTILITY -� -- -_. - _ _ ._.___ ._. -__. _ _. _ - -- -- ._.__ -- .-- -__ -__ . -_ _ _. _ ._.___ -- _- - _ -__ -- -_ _ -.- _ __ 1 -- 10 TEE (FL) 2 - 10" G.V. (Fl xMJ) -- - ESM 1. (PUBLIC) 260 ` - I -�10" VERT. CROSS (FLxMJxMJxMJ ) 3 -- 10" PLUGS (MJ) -- -- -TOP PLUG W/2 "TAP & 2" PLUG (MJ) 2 - 8LOCKS- - - - - ------ 11 " A.R.V. ASSY. ' 00 ! I - - - - -- - - -- -- _ i cc r �r'rRvh. L ►� 1 Llv�fi q N 25`0 -� -- I (G J' ' - - ! G3 EXIST 12 DRISCOPIPE SD /- -- _ STA. 27 +(43- ►--1-�-)86.0, 2.4' RT. UTIL ' ! r 10,.x6„ TEE (FL) AU M ' 1 --- _ -B G.V. _ FLxM -J) GN ENT G ' ALIGNMENT 'J' ► - - - - - - -. - I 17 6 F 1 5-1/4" M. V.O. F.H. ASSY. I I L 10 D.I. CL. 52 rr „ 272.5 LF 10 D.I. - CL. 52 ` -- - - - - -.- _.._mac- ,______� t...- �w�- -• ----- --� r ------ ` 1 „ 2 - 0 UNIV. FLG. ADAPTER -- - C STA. 27 +x(84.06), - - - .__. 2 5(2019)' LT. F.H. NO. 5 - - - -_._�- �. "- G.�/(F�xrf►A,J,� - ---- - II --------- ,._. - --.. - w- ,.. --- -_ I I' - I I I BLOCKS I 2 !:S91 ! ! - I 4" D.D.C.V. ASSY , .4" IRE INE _ s] I I " SUPPRESSION � 10 FIRE EXt ST. ENER(,Y DISSIPATOR -� G7) 0 -die CB - TYPE II 4 0" �G2- - P.I.V.'S & F.D.C.'S RIM 236.5lJ I r i ( G I j , Y r - � . �.� 1 , � P.I.V. S & F.D.C. S VV, St_►LID LOCKING = LIE, !_ ' ) --- I BLDGS. Q, R & S (12•• DISCOPIPE IN E.) - E. 2 �0. C 5 \ 1 `" )LIT w. I --I - _ N E X I ST ti 5 tiH I - - i r.i 1--1/2 ,M. S 2. 2.1 1 j- IdLERED ( 6-UNITS, SPR NKLERED „ a M.F F. = 27.50 ,� (_ LDGS. T U, 1--1 /2 SVCS_ S URI �;C��PIPE ON E.) I ( I ! B.FIF. = 2 .37.50 Wi'C9oO INSIDE DROP I! I - i 'C' S A. (27 +13.6), - x(3.5)' LT, I.E.= 223.390?" OUT W � I -- - `� � SSMH NO. 116, 48" � t - i1 I rr 6 -UNITS �PRINKLERED W 6 Exl >T_ C.B - TYPE I RIM 234.4 „ ! PRINKLERE 2) (2) 1 -1/2 W.IM. S " 1 oo (BLDGS. UU & 1--1/2 c"RATE = 232.03 _/ I I �--� 6 UNITS, = , _ I.E.(MC) _ (224.09) I I.E. = 228.87 -� 6- -UNITS, PRINKLERED -- I (BLDGS. T & VJ, 1 -1/2 SVCS) 240- __ E� . A.R.V. AND - I ! > 3 1-1/21i W.M_' I ( UJ B. U_ V ASSY I I 1 ( ) S R & S, M.F.F. = 243.48 M.F.F. = 246.54 (BLDGS. Q," .r, B.F.F. = 233.4 . F F = 1 -1 /2 SVCS.) --� - EXISTING '15' SS ES T 8 B 236.54 ___.__ ♦ "A)C-j 23� t ~ p, 146 p, T I ! 1 EXIST. CR - TYP GRATE = 221'i1 _ I = 218.53 (12" CPEP IN - 218.3� (12" PVC OUT I ' EXISTING 10 SD ESM F. (PVT.) _ I rC.O., I.E.= 228.98 MAX. C. C.o., I. =� MAX_ 6" PVC 0 2.00% 26.63 MAX. 9�-6 ( 88.6) LF 8" PVC S= 260e 0.1951) .- 'C' STA. 26 +41+x(50.0), -14,98 19.4)' LT. F.H. NO. 4 'C' STA. + -( 6 +24.3), ' 6.8 ' LT. L u SSMH NO. 15, 48 RIM = (220.51 (N .E.(MC) = 206.81 MIF.F. = 223.77 ( P BF F. F. = 214. 77 M. .F. = 225.9 7 C.o., I.E.= B. F. = 216.9 212.87 MAX. 27 , r ? ? 6" PVC 0 9.917.0 c.o., 235.48 MAX. 2. M ,I 'C' STA. 27 +- x(14.72), x(5.85)' RT. - 1 - 10 22-1/2" BEND (MJ) BLOCK / M.F.F. 229.97 ! al B.F.F. _ . _ 'C' STA. 26 +48�.2 449.1), 1.44' 6:17(2.0' RT) - 220.97 yf 1 - 10 "x6" TEE (MJxFL) ALIGNMENT 'F' --- 6 G.V. (FLxMJ) o - I 5_1/4:w'-M.-v.-0. f!.H:- -ASSY. - - -- -- -- �N BLOCK 'C' � Q) , C STA. 26 +23.3, 2.5 RT. _ 1 - 10" 11 -1 BEND (MJ) - C.O. 233. 'D' S i ! N L0 .v CTRA I11C SCALE 20 0 » 20 40 ( IN FEET ) 1 inch - 20 ft BUILDING PROXIMITY TO FIRE HYDRANTS BUILDING P131MARY HYDRANT SECONDARY HYQRANT(S) J NO. 2 (114) NO. 4 (15 7 ) NO. 3 (189') EX. F.H. 'E' (221') EX. F.H. 'F' (249') NO. 1 (297') NO. 5 (298') K N0. 3 (89') NO. 4 (109') NO. 2 (101') NO. 1 (227') EX. F.H. 'E' (233') EX. F.H. 'F' (246') NO. 5 (254') L NO. 4 (63') NO. 3 (60') NO. 5 (199') NO. 2 (208') NO. 1 (266') M NO. 4 (87') NO. 3 (111') NO. 5 (193') NO. 8 (207') NO. 7 (214') NO. 2 (265') N N0. 4 (110) EX. F.H. F (146') NO. 3 (197') NO. 5 (220') NO. 2 (235') N0. 4 (4') NO. 5 (128') P NO. 3 (153') EX. F.H. 'F' (216') NO. 2 (232 , ) Q N0. 5 (147') NO. 4 (163') 'F EX. F.H. (181') R N0. 5 (82') (00') N0. 3 ( 2 ) S NO. 5 (29') N0. 4 (60') NO. 3 (228') T N0. 5 (50') N0. 4 (86') NO. 6 (235') NO. 3 (233') NO. 7 (255') U NO 5 (108') N0. 4 (137') 6" PVC 2. 5% , ,_ F �' .: �- BLOCK " - ��_ "_. __- _ NO. 7 190' ' - - -- (4) 3/4 i W.M. N0. 6 175' I ~- _ 214.371 MAX. ~ (BLDGS. IA NO. 3 (290 ) a 220 _ „ ,�\ 3/4" SV S.) ' E X I> S -1 f -1 (2) 3,/4 . M S - RIM - ._' 1.89 �'" '� BLDGS. L, RIM G7 N0. 5 (106') N0. 6 (165') (BLDGS. f G N0. 4 195' I.E. - 215.31 (7) 3/4" W.M.'S a " svC�.) - - - - -- - - _ - - - - - -- ( ) I (BLDGS. N & P, 3/4" SVCS.) EXIST, C B TYPE I 'H` r u; - - -- - ---- i _- - -- G8 ALIGNMENT 1 - 1 VE T. ROSS '! NO. 5 (52) N0. 4 (147 ) GRATE = 210_Z5 ,� '. --+ - - - - - - - - -- , -� I S N0. 6 (223') ' - 'C' STA. 25 +73.36 10.75' LT. '• D" PLUGS '(MJ) I 1, I.E. = 207.03 (12' PVC IN - E ? I x(78.9) LF $ PVC '` - 206.75 (12" PVC OI�T - W) 1 - 10" 22 -1/2" S= x(0.0833) (PUBLIC) �4/ TOP LUG W,� 2>`' TAP AN J PLUG; 1. t, G9 N0. 5 (15') N0. 4 (143') v V -- BEND (MJ) - -. __ -. _ _ _ : � - - -T 1 - MP. 10" PLUG 2"JTAP & SLOW -OFF ASSY. r G W BLOCK ; �4j BLOC I I ,-+. _ G10 � M.F.F. 219.48 ! � `- N0. 5 (6 0') N0. 4 (19 4 ) -2� }► „ 'C' STAI 2 ±45.7)' - (0.2')L1?. { ICI 1 B.F.F. _ ! 210.48 i (6) 3/ W.M. S - - - - SSMH 0. 14 `- t ; r (BLDG J & K, RIM = PU 1.1C M.F.F. �= 221.48 " x(209.34) 6' _ 3/ SVCS.) � I i = ^ - ) B.F.F. I= 212.48 M.F.F. o - - I.E.(MC) 200.24 ( ; ° '` o ;, B.F.F. 2 i M.F.F. - 220.18 AS -BUILT SET ap I I 'C' STA. 25+ 19.89 10.75' LT. o i - 3 ' , B.F.F. 211.18 C.o., LE.- 1 12 "x8" TEE (MJxFL) �' � �'� 205.62 MAX. �' �' UNDERGROUND PIPE LOCATION A r�- - I � B SED ON SURFACE �o 1 (� ► „� I _ _ . I - _ _ CE FEATURES. RECOMMENDED I - G. V. FLxMJ I t ( ) �,1 c.o. LE.- -� - �- 1 -r�+ r,� �� J„T 1 T I -1 1 TT 1 :1J AL LOCATION MAY VARY. j " M.F.F. 215.17 I ,. - o -- - - - _,�,� - ACTUAL FOR APPROVAL - -- ! 1 - 12 D.I. SLEEVE I . 47,44. MAXI �� i - _ Q �- _ " B. F. F. _' 206.17 L rr a c.o., I.E.= E STA. 40 +69.53, 7.00 LT. , . :I I - - - -1 1 2 VERTry CROSS (MJ) ►n 6 PVC- $ 7.63% �L• ' . � Ce iC MAX. 9-0 „ ' �, �,: CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT BY �F - -- 1 - 8,.x6 TEE (FL) � �� r �.- .1 z 2 1 PLUGS (MJ) _ I [- 1[- Ian -T[�u I �. 1 - 8 UNIV. FLG. ADAPTER COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING TOP PLUG W/ 2" TAP.; AND MJ PLUG - - -' CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS BY ' 1 -- 6" G.V. (FLxMJ) 00 DETERMINED BY M OR UNDER MY DIRECT E STA. 40 +69,53, A., 1 -_- TEMP. 121 PLUG W/ 2 --_� ! f' 1 -- 5 -1 4" M.V.O. F.H. -.; SUPERVISION ON THIS M.F.F. 4 212.46 TAP & BLOW -OFFS ASSY, BLOCK 15.00 _ LT. !_ ,� / ASSY. ,T DATE: © 3 0�_ BY F.H. NO. 31 -- 8 VERT. CROSS (FLxMJxMJxMJ) B.F.F. ' 203.46 SEE DETAIL, SHEET 26 - - „ I - 079.2 LF 8" D. 1. - CL. 52 � � S - 8 PLUGS (MJ) �`• '! . � � � o TOP PLUG W 2 "TAP & �2" PLUG M o �- �-, - �_ LIGNMENT E o / G ( J) o DALEY- MORROW- POBLETE, INC. (K -+ -2 -- BLOCKS --- - - - -f- �C,w \ pl �'q 726 AUBURN WAY N. - -- `� A�_LOW ENOUGH ROOM FOR FUTURE CONNECTION •� �� C � ��F .sy f AUBURN, WASHINGTON 98002 11 Z „ir HONE: (253) 333 -2200; FAX: (253) 333 -2206 I 1 - T11RU& ..,H 12 "Y10" REDUCER (W l) -� 10' kAIN. , �-' DESIGN jYP) AS- BUILTS(T oo �z J _ -=_- � - I X C.O., LE.- ., 200.1 a Max. s � -- - 1 _ 1 1 I /2 W. M. MATCH LINE TO SHEET 24 c.o., I.E.= 13258 ...................... ................................... ...................... ......... ,; ....................... ............................... .................... ...... .202.89..MA►x �_+ X55.7) LF 8 PVC... (LANDSCAPE ...r' ,'''n► - .. ...... .. .......... ....... .� :....�, .. ............ ' ........... ............ ....... ....... . ............................... ...... f f ENGINEERING SURVEYING ..... <<� T - s {o.r7o -- - --- rC) _.�.� SvC:) .. .r.... ........ ................�,,;- ......... .......................... s� '�„ i...' 2 PLANNING c„ n%/f- �;� -_ :. - I E �� LAND PLAN -- - inOOrporoCm!d EXPIRES 9 ,IAN 2006 - - STAMP NOT VALM UNLESS 9GWD ! DATED w i i 2 0 ,2 FR192 a e, 29'9.3 r s q` 7)SCANNEC MAY 0 12006 Ll 0 L