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HomeMy WebLinkAboutS-299301V7 v 1 i i m A wl al w Caw NORTH Coo - 260 w 0'59'00 °E 665.47' - GRAPHIC SCALE 20 o 10 20 40 L� jD'STA. 38 +31.67. / - -- - - -- - - - - - - i 20.57' RT. F.H, NO. 6 % ( 1N FEET ) I inch = 20 ft. \ -250 � [� 1" A.R.V. ASSY. - �i BUILDING PROXIMITY TO FIRE HYDRANTS w! I JI BUILDING PRIMARY HYDRANT SECONDARY HYDRANTS) - - z ` 15' WATER EASEMENT (TYP- ALIGNMENT 'K' _ _ °_ JJ N0. 9 (124') N0. 8 (154') d z ) 4" FIRE LINE NO ( ) .0 V• ASSY � 7 160' _ - - -I (FIRE SUPPRESSION) ALIGNMENT 'G' 272.51 LF 10 D.I. - CL. 52 I KK NO. 8 (54') NO. 7 (111') -- - - - - - - - NO. s (248 j i We : - - - - - P.I.V.'S & F_D -C' ; 'G2 J 5 : ' F (BLDGS. QQ, RR ) NO- 7 74' I _ LL NO. 8 (25') NO. 9 (196') (G71 P.I -V -'S & F- D -C.'S NO. 6 (205') (BLDGS_ TT & UU) f - ` - - I NO. 3 (274') € 2401 n. 31 :a ( i L i MM N0. 8 (78') NO. 7 (94') Ws 1 • ; - 240 NO. s (200') r FLxMJ) I J � 6 -UNIT , SPRI LERED Q NO. 4 (212') fn? 1 - 5 -1/4 M.V.O. F.H. ASSY. _ -f0 (3) 1_1 " S o I NO. 3 (241') F ; 1 1010 x4" RE UCER ( ADAPTER ) I I -I ( $ R NO. 5 (278') or 1 1" V. (FLxMJ) - RINKLERED 6- UNITS, S RINKLERED 1 nm w (SLOGS. QQ, RR & SS, 2" CS. 6- UNITS, SP Q I - NN N0. 7 (113') NO. 8.. (170') m o z: � Y c x: - 1- 10" G.V. (FLxMJ) - M -F.F. 245:61 NO. 6 (209') 0 o F I M.F.F. 248.20 NO- 9 241' o E 6- UNITS, SP�NKLERED oo }e 6- UNITS, S RINKLERED 6- UNITS, 2 - BLOCKS B.F.F. 235.61 M_F_F_ = 248.69 I ( ) v - B.F.F. 238 -20 �I 3a I U ) U SPRINKLERED _ B_F_F_ = 238.69 M.F.F. = 245.14 N F w as M.F -F- 249.92 M.F.F. 248.22 B.F.F. - 23514 'a PP N0. 6 (124') B.F.F. - 239.92 i B.F.F. 238.22 (2) 1 1/2" W.M.'S N0. 7 (4') N0. 8 (128') U Q-I' rn o U& , 2" q M)N- Co., .LE.- 300% 1 o I E= I NO. 9 (243') 200 ° tl 231 -41 Max g° PVC- �IE= 1233.70 MAX o �I Ei CO., I.E- i C.O., LE =� " 1 MAX. o ( \ I 2 \N• 49.0 M 01 -I QQ NO. 7 (150') NO- 6 (154') A m E 0% 235.46 MAX 233.76 MAX.: CO, I.E. NO. 8 (298') ' c - 230C. M N 23 _ 4' RT_ c.0., I.E. 230-so MAX SSMH NO. 8, 48" (PRIVATE) 230 a� RT- 230.34 Max. RIM = 233.11- _- _.._ 1 4 i NO. 6 (94') 100.6 LF 8" PVC ___ 5 =0 -1817 (PRIVATE) LE. = 226_?i -.. - - - RR NO. 7 (95') NO. 8 (240' 230 - ) ` 229.31 3 SS NO. 6 (30') NO. 7 (62') s B.F.F. 1 a0 NO. 8 (210') .� _ _ o 220.31 D' TA 36 +9 .94, 17 00' RT_ ... - D STA. 37 +22.40, 31' LT- p o aj F.H. NO_7 / 1- 22 -1 /2' BEND (MJ) \ PP -- NN z TT NO. 6 (57') NO. 7 (77') 4 LOCK M_FI F. = 225.31 M.F.F. = 225- 3 NO. 5 (258') D STA 36 +88 -73, 4.91' LT. F N0. 8 (205 CD B -F F. = 216.31 B:F_F. = 216.E3 } / ° 1 - 10 "x6" TEE (MJxFL) a \ 220 I NO. 4 (260') +_ ALIGNMENT F' o 1 6� G -Y_ (FLxMJ) TO - CO., I LE- - c -5 MA 174 M.V.O. F.H. ASSY. _ ) NO. 7 (131') BLOCK .n \ _ 220 MAX .. 251 Max I UU NO. 6 (114' NO. 5 (167') NO. 4 (198') l_ - _ ° PVC _ N0. 8 (257') 6 _ -220- _ _ G1 NO. 6 (67') '.NO, 7' (205') 220 3 W.M 'S - q q q (BLDG LL &: MM, \ _ - 1" svCS.) : (7) 3/4° w_M.'s -. a t " (BLDGS. NN & PP, 1" SVCS -) }°o - ALIGNMENT 'I' G2 N0. 6 (131') NO. 7 (255') D dl SSMH N036+4 , 4847(PR (PRIVATE) w NO. 7 (190') RIM = 218:01 G3 - ... _- NO- 6 (62') a �... w I.E. = 207.83 -- _ -- a NO. 7 (148') \ 'D' STA. 35 +99.71, 0.42' RT. G4 NO. 6 (15') W M.F.F. = 219.48 'E' ST N0. 8 (287') 43 +19.06, - I - - ___._ _.... a0 1- 22 -1 2' BEND (J) o B.F.F. = 210.48 15.00' I_T. m BLOCK F.H. NO. 8 o s G5 NO. 6 (52') N0. 7 (136') 1 M.F.F. 219.86 0 I - NO. 5 (226') 217.86 L o m B.F.F. -] 210.86 �1� B.F.F. 208.86 1 270 GS. JJ 84 KK, 1" SV S.) M.F.F. T 2 17.10 - -m- • ; 210 B.F.F. - 208 -10 Z I 5+ 9: - _ I G6 NO- 6 (107') N0. 5 (162') CO., I.E.= - w 1-0 SSMH O- 6, 48 - 10-I- - - - -210- N0. 7 (190') 2 C. I.E. J NO. 4 (254') p 0390 MAX. Itil. I (PRIV 2oa.00 MAX . os IN RIM = 20 -0 RECOMMENDED 40 +69.53, 7.00' LT. > > o I.E. = 19133 FOR APPROVAL i° TEE (FL) : ',I,I ? 6" VC 011:06% -°-o: M.F.F. = 216.32 � ?����1 BY 6 -zo 2 -- 1NIV.:FLG. ADAPTE I - �� B.F.F. - 207.32 � _v. (FLxMJ) 0, M.F.F- 215.88 z /4" M, V.O. F.H. SSY. z3s BY B.F.F_ = 206 -88 - I_ - -- _ /ERT. CROSS (F xMJxMJxMJ) 210 BY v1 > L - D' STA_ 35+57.38, 10 -42' T- wl LUGS (MJ) - o - _ o � o m 1 10 "x6" TEE (MJxFL) I �I �� /z "TAP 2" PLUG (MJ) ALIGNMENT 'E' \ ( ) z c.o I -E I - DALEY- MORROW- POBLETE, INC. m 1 6" G -V_ FLxMJ N M r o I 1 I 5-1/4" M_�✓ -O_ F.H. ASSY- 2o3.oa Max ��V \N L: q3 726 AUBURN WAY.. N. O I I AUBURN, WASHINGTON 95002 C.O., I.E- ti� 9 P 253) 333 -2206 HONE (253) 333 -2200, FAX: ( N 6 20261 MAX 202.69 MAX " PVC _ WI 'D' STA. 35 +28.41, 0.13' LT- r (6) /4" -M-'S I 13 ........... SSMIHL A10_5,..8.:. ............. o 9 of ....................... .......:. ......... - - ....:.................. ...,........................... .........: $LOGS. G Hi+... & -f2E 1 VCS. ... ,_ .: - ------ - ............... .. ......_ _ ........ _ .. ----. ....................... FC ENGINEERING - SURVEYING /moo ( )_ I_ - (PRIVATE) 3105 _.__- -_- MA OH LINE TOSHEET 23...I.... - - - -200_ ��S /ONA.L E�G\�� D LAND PLANNING rcl Z wr�Q -s % -sue E wine i tau E I BMW, { Rw EXPIRES 9 JAN 2004 C"D " E�f�✓ o S SCANroF-.D SEP 13 2902