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HomeMy WebLinkAboutS-299304iJ GZ--i W � �� ��, U� \ -� `� L.� �✓ W <C � I � a� � � d N v .__7 I� � W E-a � d C1: g� W a W U � a° o �`�. w z �_ O � - l -= _ - - _- - 3� E-+ a a I.i �Z ° � d NORTH _ U'�i �°'� 0 E �� - __ -2 n� c_ c �a � I c m oy a� �� _ - -- - - � � -- - o----------- o � �� II � _ _ _ - - - - - - - - - - rC' STA. 28 +07.25, 2.43'- RT. o=t�z - � - _ ��� r � O w � � o Q 'a � � I a I nl ml �' o °I 'c' sTA. so +oz,43, 7.00' RT. �(FL) a a 0 I I i I Z " °I � ,I o ml i of a "' o z c __ I I I I_ 1 - l -= _ - - _- - <�v- � NORTH I - __ -2 n� _ - -- - - � � -- - o----------- - - - - -- - - -� - N00'59'00 °E -- 665.47' - - -- -_ _- - - _ _ - - - - - - - 260_ ,I ' I _ _ _ - - - - - - - - - - rC' STA. 28 +07.25, 2.43'- RT. o=t�z - � - _ ., i s � 'c' sTA. so +oz,43, 7.00' RT. �(FL) � ; � GRAPHIC SCALE EXISTING 20' UTILITY I V � I I -- 1 - 10" TEE `260 - .- _. - _ -_ - -- � _ -- ! � - - 20 0 70 20 40 ESMT. (�.lBL16} =�� 260-' -'I- _ - - - _ � - - - - 2 10" G.V. (FLxMJ - 1 _ -10" VERT. CROSS FLxMJx xMJ) ... - - -. I - - - - - r l 3 - 10° PLUGS- (MJ) �� rr ET ( I FE ) i I � I _ TOP PLUG 1N/2 "TAP & 2" PLUG (MJ) j � 250 I 11 ST 27 +e5.75, -243' RT. 1 �n�n = zo rt. I -- � � I � 1 �.�. TEE (�) 1° A.R.V. ASSY. ao c I ` _ _ - - - - - - 1- `6 °,I G.V.. (FLx6fJ) _!, � a I BUILDING PROXIMITY TO FIRE HYDRANTS L. ^.,,:_ ___ I � �. __ - � ` _ � 1 ; 1/4' M. V.O.F.H_ ASSY r � � F. I d � _ ✓ Z 1 - x4° TEE (FL) BUILDING PRIMARY HYDRANT SECONDARY HYDRANTS) ,I I I I � 2 - 10" UNIV_ FLG_ ADAPTER I I z J N0. 2 (114') N0. 4 (157') - - - - - I T T � I v 1 4' G.V. (FUdJJ) c� - -�- -�'DC«S - - - � �- - -9- - - a - _ - - - N0. 3 (189') EX. F.H. 'E' (221') I I I � I : � ALIGNMENT:'G a - I EX. F.H. 'F' (249') '' I I I ! 0 17.6 LF 10° D.I. - CL 52 ° ALIGNMENT ',I' 1 272 5 LF 10 D.I. - CL. 52 N0. 1 297') '�� I � � _ m ° N0. 5 (298') __ 'C, STA. 27 +85.15.. 22.05' LT. I r - - - - - - - - - - - - - - - - - - - 4" D.D.C. V: ASSY - 4" FIRE LJIVE _. LL � G8� � r{ �' -n � '� K N0. 3 (89') N0. 4 109') N0. 2 (101') i 1 � FIRE SUPPRESSION `� I %�I I P.I.V.'S & _D_C'S G7 + G6 )(233') ExIS I CI1ti I I G9 I � 4 a l � (BLDGS. T& U) EXO. F.H.22E' R1�:1 L3' ' � � i � G10 P.I.V.'S & F.D.C.'S - rr�a� �,. EX. F.H. 'F' (246') -it -I 8" ORISCOPIPE 1 n .i - I - I - W/C900 INC -2E DR �P � �. °�� �. BLDGS. 0, R. & S) -._ -° -� � t - _ I f _ _ � [���! � ' � NO. 5 (254') E. = 223.39 /8.. J�.T iY. i (.. I � � �, � �- - � I I I I � -� _ � L N0. 4 (63') N0. 3 (60') ( �'-I N TA. �, T. r S MH N0. 16 48" (UBLIC) c, I L cNy � c5- -40 w N0. 5 (199') N0. 2 (208') N0. 1 (266') RIM = 35.03 2 6 -UNI SPRI ED _ I.E. = 26.83 � ii � (2) 1 -1 S T & U, 2' SVCS.) ° I M N0. 4 (87') NO. 3 (111') 6 -UNIT , SPRI LERED I � I (BLDGS_ � 6- UNITS, S RINKLERED'w o0 9 - UNITS, SPRIN LERED N0. 5 (193') EX. A R -v- ANG � I I �I( 6- UNITS, S RINKLERED 6- UNITS, S RINKLERED '. 240 � I L I � U N0. 8 (207') N0. 7 (214') B.O. V. P.SSY. I I M.F.F. = 247.50 I M.F_F = 248.05 - M.F.F. � 249.92 � B.F.F_ - 238.05 M.F.F. 248 N0. 2 (265' ) B.F.F. = 237.50 ,I- ' - co, I.€= B.F.F. = 239.92 ;� B.F.F. 1 238 I M,.F.F. = 243.48 M.F.F. - 246.54 (3) 1 1 2" W.M.'S _ �•� �• � N0. 4 (110' ) EX. F H F' 146' ( ) EXISTING 15' SS ES T. B.F.F. = 233.48 B.F.F. - 236.54 R & S - .- BLDGS I N N0. 3 (197') (PUBLIC) I. C.O.. I. _ " •). ,� ... 233.30 MA c. f C.O., LE: � ': 235.48 MAX N0. 5 (220') NO. 2 (235') I C.O.. 6E= \ 22a.sa Max. 232.34 MAX 2.001 226.63 MAX 2 -,/ 'I 09, ° C STA. 27 +12.52, 4:12' RT. 6" PVC ®�, ° 0 4J- - � 1I 1, .�/N I t v � 1 - 10° 22 -1/Z' I � C' BEND MJ ) p N0. 4 (4') N0. 5 (128') N0. 3 153' ( ) I I � 92.6 LF 8" PVC o M 5 =0.2000 (PUBLIC) N � ( N l BLOCK � � , O• EX. F.H. 'F' (216') N0. 2 (232') ..� _ � I = �0- - _ C' STA. 26+49.54, 17.00' LT / - F.H. N0. 4 !lJJJ((( (Q� � � I � , / o I 146'1 TO EXIST. F.H. 'F' - / � _ �,� � - � � `_ - { r� O N0. 5 (147') NO. 4 (163') 'F M.F. _ � -c� - n -� � - u I EX. F.H.. (181') 229.9 �o w I I� I O 220 B.F.F. - P 220.97 15 SEWER O E SEMENT 15' WATER EASEMENT (TYP) - ALI�IMENT �� - � R NO. 5 (82') NO. 4 (103') � M.F.F. = 25.97 ° N0. 3 (270') I M F.r. 223.77 B F.F. 214. B.F.F. = 16.97 (TYP.) p - -- ti EXISTING 10' SD ESMT. = I7 _ - C.O, I.E: (PVT.) I 7z.e7 Max ,,(/ -� �' � ' ' -s�.�f � I � 'C' STA 26 +48.24, 1.33' T_ + S NO. 5 (29') N0. 4 (60') N0. 3 (228') I 6" PVC ®2. 5% � r 26 21.27. 13. LT. _ c7� 1 -_10 6' TEE (MJxFL) j ' c... I.E.= -. 2to 37 MA SS �. 1 6° G.V. (FLnMJ) _. -- 1 - _5- /4 °- M_V O. F_H. SSY. a -. � T '. NO.. 5 (50') N0. 4 86' J�_' EXIS S� , _ - r _ n I � , I ilt N0. 6 (235') I� RIM 1:89 IE - 215.31 � - \ I' �- (7) 3/4 ". W.M.'S 9 - c BLDGS. - L M. `r N0.'3 233') N0. 7 25 ( 5�) -- _(BLDGS_ tJ & P, i' SVCS.) � / - C- 1' C$.) __ 1 -- __.. T �- - - ALIGNMENT 'H' ° +- - I / � l U N0. 78.8 -LF 8" PVC 5= 0.0831 (PUBLIC), f, j � � � 5 (108') NO. 4 (137') NO. 7 (190' I 'a' � � 'C' NO. 6 (175') - -27 �� / � ��, � 25+ 1, 0.751 LT. M.F.F. = 219.48 SSM NO_ t B.F_F_ = 210.48 N0. 3 (290') f STA. 25 +7 .36, 10.75' LT. _ ' 1 10° 22 1/2' - - (PU C) M.F.F. = 221.48 RIM I 210.00 B.F.F. 212.48 � S o G7 N0. 5 (106') NO. 6 (165') � � i BEND J) , ' I.E. 201.76 M F N0. 4 (195') o o BL CK � { I III: B. o ° � " , - I. I ' -- - - - -. M.F.F. = 20.18 I t '. 0 G8 NO. 5 (52') NO. 4 (147') � B.F.F. = 11.18 _ c.o., I.E.= � N0. 6 (223') ' � C. LE= � 205.62 MAX � ' � - -- 'C' STA 2 10.75 LT. I �0 2m. M 'E' 169.53, 7A0' i G9 RECOMMENDED N0. 4 (143') FOR APPR VAL o ° +1 .8 1 - 0" "TEE (M xFL) � I � 6" " 0"� c:o., I.E- STA. 40- LT. t PVC ®7.63% • ti 2o5.2a Max 1 - 8x6° TEE (FL) I,�'I NO. 5 (15') ��Qu.q��-� BY���� m Z J 1 V (BLOCK � 1 z w � g I - 1 8 UNIV_: FLG. ADAPTS � aot 1 -_6" G.V. (FLxMJ) 'E' STA. 40 +69.53, I � c� G10 NO. 5 (60') N0. 4 (194') BY1� � - - T 1 - 5 -1/4' M.V.O. F.H. SSY. BY Dbu.. A M.F.F. 213.46 � I F H NO 3 1 8° VERT.I CROSS (F xMJxMJxMJ) MATCH LINE TO SHEET 24 WWP�t) -I�� I B.F.F. 04.46 I I 3 - -8° PLUGS (MJ) - ^�f��6��1 L � 79.2 LF 8" D I. - CL 52 ALIGNME T 'E' °TOP PLUG W/2 °TAP 2" PLUG (MJ) ALEY- MORROW -F OBLETE, INC. I °° 2� M.F.F. 216.17 I � � - $L�rKS. - �- o B.F.F. 207.17 ( O � �. 726 AUBURN WAY N. � \N �. � 55.8 F 8° PVC � N ., �� � WASh' AUBURN, WASHINGTON 98002 C.O., I.E. �N S =0.174 (PUBLIC _ '.�' f P ONE: (253) 333 -2200; FAX: (253) 333 -2206 200.78 MAX. p ) I,.- I � SZ I _ _ , _ _ _ ',, z �.. . ............................... ......_ ...... � ............... ...........202.89..MAX.... ,...... ........ ..._':........... .... - - ..._. .' - ...;�- /2 ".. � ._._..__ _._.._. ..._.�_._ _. .. 1 F y 13 \ -Z - -. -_.- I I __. I (L DSC E) .......:......: ......._ _.._:. -. .._.:. .. ..�,.: ...,:... ..._ FMS /FCi �NG� L -, r'. D ENGINELANDPLANNWGNG C.O., I.E.- � 6 PVC ®7.60% ,- NA L 199.82 MAX. '(" CT4 7da:RA OA !t tR' I T :! - : � � �,.� '' r,�o rpo ra ted ��. ExPIRES 9 JAN 2004 '. '� SCANNED $EP 1 $ 2002 ' C!� . _) ?' �pQ9r'c [X � vr/ - 2 4j' P S na,r Crotf's � I e ,� i ' 1 r.6.: I � - IINII A �t I _ � " I' ilI � I f I� r�ri Q � I 9 � r4, awf I�elli�i A t' �� �'F9 i F�I� 5� �I I'�v k� 11� '1 i I R � i . , - a i :_.. ... !3 . I . \ I I ii 1 et1: