Laserfiche WebLink
A PORTION OF THE SE QUARTER OF SECTION <br /> p - ' 981 CB' \\ <br /> r <br /> W.M. <br /> --- ------- ----------- o <br /> a0 I3 'TOP 5____- - 69.56 <br /> - I N <br /> -- SMH <br /> EXTRUDED CURB 12"SD TOP 569.\2 OP 569.98 <br /> SSMH O <br /> 6"PVC 6"PVC SS 6"PVC N\\ IE=5 OIL-WATER <br /> SD <br /> TOP 571.58 s 12"SD <br /> sss SEPARATOR <br /> LE A ANoASSOCIATES INc. <br /> P�jPPJ\NO E 4"DIPFI E ¢SD 20 0 SCALE <br /> 20 4o DAVID EVANS <br /> N E EC V ULT 1 <br /> CB 12"SD SD <br /> s 3 C,� 1620 W Marine View Dr,Ste 200 <br /> \� (FEET) Everett,WA 59.40 <br /> 98201 <br /> \ 3 {I C - 11NCH=20 FT. Phone:425.29.4099 <br /> TOP 570.28 <br /> SDMH 8 \ I`,\ TOP 568.23 ,_ PLANTER <br /> TOP570.4,y \ 3 ,(I -, ; p GENERAL NOTES: z <br /> d <br /> O I EXTRUDEA. CONTRACTOR TO COORDINATE WATER SHUTOFF � <br /> 3Q d WITH WATER DISTRICT REPRESENTATIVE PRIOR Z Z <br /> \ p I TO CONSTRUCTION. Lu = <br /> EXISTING � \ — B. A PRE-CONSTRUCTION MEETING SHALL BE HELD Q <br /> LOADING DOCK \ REMOVE: WITH THE CITY PRIOR TO THE START OF V <br /> TIE INTO EX PVC SOUTH OF \ (9 14'DI TEE CONSTRUCTION.THE CITY OF EVERETT <br /> CONCRETE SLAB 3a \\ l0 1-4"DI GATE VALVE(WEST) �n"--d-in---- �' ENGINEERING DEPARTMENT CONSTRUCTION J <br /> -19A TYPE 2 1-1"PVC CAP <br /> 1"WATER SERVICE U O U �p DIVISION MUST BE NOTIFIED AT LEAST 24 HOURS a <br /> 9,7$ 1-1"PVC TO PEX ADAPTER > U INSTALL: <br /> (PER RECORD DWG) '3 w a I PRIOR TO COMMENCEMENT OF CONSTRUCTION. W <br /> 5-6 N 14'DI CAP(WEST) P <br /> 6-8"SE PUD COMMUNICATIONS CAP AND ABANDON w LL \ 14'x4"DI TEE(MJ) C. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND W <br /> EXISTING 4"WATER a 3w 2-4"DI GATE VALVES(MJ) 18 INCHES VERTICAL SEPARATION BETWEEN W <br /> 5-12"W VAULT SSMH 10 z <br /> 15-18"E 1"SHUT OFF VALVE LINE TOP 570.24 o p 3a( // FIRE HYDRANT POTABLE AND NON-POTABLE CONVEYANCE Z O <br /> T C SYSTEMS. J <br /> IE=564.02-B" _ D. ALL MECHANICAL FITTINGS TO BE RESTRAINED W <br /> (PER RECORD DWG) ( ) m a \ �\ 031 Z <br /> LK <br /> w dDIS Q ( / a FITTINGS,FIELD LOCK WITH MEGALUGS. 06 <br /> 'w' CONC WALK ® j E. CONTRACTOR TO RESTORE ALL DISTURBED AREAS Q Z <br /> uc Fo w 12"DIP(PER R ORD DWG) w w w rw 12"DIP (PE RECORD DWG) Fw rw e'+ D DA/ w w Fw rw rw rw— TO ORIGINAL CONDITIONS.THIS INCLUDES BUT IS Q <br /> uc Fo C 4"PVC(PER RECORD DWG) <br /> w w w w w w w w w w w w FDC NOT LIMITED TO:PLANTERS,CURB,SIDEWALK, J <br /> w <br /> xa -u�----u AND GUTTER, AND STRIPING. 0. <br /> '-----u,- __ p p 2 18 LF 4"DI yL ER PAVEMENT RIPING <br /> ---ur----OP"- = a~ °� -�"�-'�f a 'r0— III F. ALL WATER OUTAGES TO TAKE PLACE ON Z <br /> ____—____ut.____u�_ p ____u�_ <br /> °—p K p _ __ <br /> CB TYPE 2 3 p --- p , WEEKENDS. LLI <br /> LL ' U 1-1"ZURN MODEL 975XL2 <br /> 0 GTETELEMH I � wSTALL4"DIP --OF�---ur-----"�__ , <br /> TOP=570.61 $ BACKFLOW ASSEMBLY OR EQUIV ---yr—=P-ur --u - - - _ CONTRACTOR TO MAINTAIN ACCESS TO BUILDING V W <br /> '.S'W �F WATERLINE O Co ____ _ O _ __ __�_---uf____ur____�____ ____�____�° . <br /> - IE=563.54-18"W TOP 541 DI 90°BE 1-0'xi"DO BLE STRAP SADDLOE IV VERTICAL <br /> L TTECCON O.'ti SQNP��PP�\N ����b uWITH IBLOCKING G ENTRANCES/EXITS DURING CONSTRUCTION.D O <br /> -1Ec563.44-(E) WITH BLOCKING P 1-4"DI 45°BEND <br /> 1-1"BRASS NIPPLE -' WITH BLOCKING "ya /^\ <br /> - j 1-1"DI GATE VALVE(IPT) <br /> )ICALCURB/GUTTER - l a W W I W w 228LF4"DI <br /> FIREFIYD 2+00 W W +00 / \� W LU <br /> a LU <br /> 0 0 o so o ko 0 0 o q o D i -----_, p > <br /> 0 0 <br /> LU <br /> 3 so !o D so so— ILL <br /> 0 3 SIDEWALK �N E I O <br /> ACT <br /> SDMH 1-7 \ <br /> _ P CONC TOP 572.01 <br /> 3 SEEPS TO LANDING IE 552.76-18"(E,S,W! x V <br /> H I a IE 575.11-12"(N) 1 / <br /> 3. ROOF-DRAIN------ SDMH#I-18 TYPE 2 3 E 565.21-12"(SEA/ u <br /> TOP 570.02 I > <br /> E ' <br /> v\r\G FCC I j IE'S66.62-8"PVC(S) / _ F m <br /> �qPP o IE 5$0.92-18"(W) <br /> PgP IE 56,0.82-18"(E--------- - \ / <br /> ® H'C <br /> O i' C"B TYPE 1 <br /> z lTOP 569.91 3 \\ <br /> E 0 1 9 I 50.96-8"PVC(N) <br /> a IP 50.46-8"PVC(W) g <br /> ® W \ MASTER VALVE,1-1/2"HUNTER PGV-101G-DC 1 <br /> 0 Ir 508.91-4"(N) \ I 1 <br /> 2 CONTROL VALVE W/DC LATCHING SOLONOID <br /> EXISTING I S 1 (NORMALLY CLOSED)IN VALVE BOX. <br /> PROVIDE(1)SPARE WIRE FROM MASTER <br /> ® I= 5.35' OPERATIONS \i N VALVE TO CONTROLLER. m <br /> e PLANTER <br /> j o ADMINISTRATION r ; I / 1 K Z <br /> ROOF DRAIN BUILDING I QUICK 1 o N <br /> COUPLER 1 w <br /> d I I VALVE <br /> > w w <br /> GROUND ELEC C 1 =±56 .4-6" o FLOOR ELEVATION Q z <br /> w. C PAD I = 6. e 572.48 / I DCVA <br /> 5 ® ® ® ® I ^3 2"SCH 80 PIPE <br /> cai (PER RECORD DWG) N 2"GATE VALVE 1 <br /> (/ \ IN VALVE BOX O COL <br /> ROOF DRAIN <br /> S R' E <br /> EXISTING WATER m`uuta 4.y .per `o <br /> 1-4"PVC CAP ' SERVICE MAINLINE `i•/57EK" `�' <br /> 1-4"DI 45°BEND <br /> I WITH BLOCKING / �omAL <br /> 3" -BOX SDMH I-8 <br /> a WITH BLOCKING e it i \$. '� TOP 568186 p Of�fl�1013 <br /> d TIE INTO EX GV P \ IE 561.E (N) DETAIL A <br /> m d=BOX _ D_ d \ " CHECKED BY:JNS <br /> m == \ IE 561.9�12 S - DESIGNED BY:APDC <br /> �s <br /> CONTRACTOR TO POTHOLE TO VERIFY PIV ° IE 564.4 6 (E&S) DRAWN BY:CHWO <br /> E s 8 d ""�" LOCATION AND MATERIAL OF EXISTING WATER 8"DIP FIRE LINE - <br /> a¢ -MTRA S SEE DETAILA '<"" �p" LINE BETWEEN EX VALVE AND BUILDING. so �so pw- so so Fw so so FIRST SUBMITTAL DATE:07/31/20 <br /> u CON RET PA <br /> o� o <br /> FILL WITH COMPACTED CSBC TO <br /> mn n --'— 0----�n---- n---- 1 as T ON MATCH EXISTING SLAB GRADE �n----ten----ten—= �.n-- —ten , 1 ---� — — S=Ln— --in PROJECT NO. <br /> C N C INLETIL <br /> T CALL SPUD00000197 <br /> CONTRAa> GRATE=9-8"( TO FROMCEMERG EMERGENCY EXIT ACCESS GO�G���� BUILDING 8"DIP BEFORE YOU DIG SHEET NO. 4 OF 7 <br /> i2 BUSINESS DAYS <br /> ' ; \ � FOR UTILITY LOCATE <br /> Qo <br /> ain CB TYPE 2 ����� 811 <br />