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A PORTION OF THE SE QUARTER OF SECTION 11,T 28 N, R 05 E,W.M. <br /> LCMUCR 1 l.6 ' <br /> ------ l a y <br /> '- --------------------- TO 9.81 <br /> '----_______ _ '"� TOP 569.56 o a I <br /> \ 3 p3 <br /> CB \ �3 v SMH <br /> SSMH EXTRUDED CURB 12"SD\ TOP 569.�\2 LL OP 569.98 Q <br /> --' 6"PVC N O <br /> TOP 571.58 s ss 6"PVC 6"PVC N\\ E=5 OIL-WATER <br /> ss ss ss 12"SD <br /> ss ss I SEPARATOR <br /> PS Pv\NO E Fw �� 4"DIP FIE�Ew P 20 0 SCAOLE 20 40 AHo ASSOC IATESINC. <br /> Q\AP' E EC V ULT \ 1 "SD 1620 W Marine View Dr,Ste 200 <br /> CB 12"SD a C' Everett,WA 98201 <br /> \ I s (FEET) Phone:425.259.4099 <br /> TOP570.28 �\ ; {I C _ 11NCH=20FT. <br /> SDMH 8 ' \ I\\ TOP 568.23 - F <br /> , E SITE PREPARATION NOTES z <br /> I Lu = <br /> �� _ O INSTALL INLET PROTECTION ON ALL EXISTING <br /> EXISTING U\ 3 CATCHBASINS WITHIN VICINITY OF PROJECT LuN LU \ /� �, LIMITS V <br /> LOADING DOCK of <br /> ❑ \ EXTRUDEDCURE( <br /> ❑ Lu \ 3; r9 -' O2 SAWCUT,REMOVE AND REPLACE EXISTING J <br /> CBMH 1-19A TYPE 2 a \ ❑ ASPHALT PAVEMENT PER COE STD 326 ON SHEET a Z <br /> 1"WATER SERVICE 'U U U �a❑ C4.2.MINIMUM TRENCH WIDTH OF 18"REQUIRED. Lu Q <br /> TOP=569.75 > U <br /> (PER RECORD DWG) `Id p TRENCHING FOR PIPES PER DETAIL ON SHEET J <br /> IE=567.25-6"N v <br /> IE=566.46-8"SE s <br /> PUD COMMUNICATIONS �� w LL o \ C4.2.MINIMIZE IMPACTS TO MAXIMUM EXTENT Lu a <br /> IE=565.25-12"W a ;w ( FEASIBLE. <br /> VAULT SSMH10 z Z <br /> IE=564.75-18"E a p W ( / Z <br /> 1"SHUT OFF VALVE TOP 570.24 ❑ ❑ 3� / FIRE HYDRANT T O3 CAP AND ABANDON EXISTING PVC WATER MAIN IN J <br /> 3 (PER RECORD DWG) 3 (IE=564.02-8") iv z \ PLACE UPON COMPLETION OF NEW WATER MAIN O <br /> ONC WALK m \ INSTALLATION.FW- W <br /> wFW- CONIC WALK dOLS `II Q I I a O4 CONTRACTOR SHALL LOCATE AND VERIFY Q J <br /> -F uc Fo P�PEoR R CORD DWG) C L-i w w w Ew ( 'w Fw Ew Fw w ® D DA I w rw�w w w EEXI <br /> XCSTING AVATION UTILITIES <br /> PRIOR <br /> TO STARTING <br /> TO O <br /> 69.67 - I 12"DIP PE RECORD DWG <br /> .92-6"N 4 I I 4"PVC(PER RECORD DWG) ) EN ) I I i POTHOLING OF CROSSINGS.NOTIFY DISTRICT <br /> .56-8"E,W l w w w w w w�'W w w w w 4 FDC REPRESENTATIVE OF ANY DISCREPANCIES. � W,P P --per--, �____u� P_ OS CONTRACTOR SHALL MAINTAIN ACCESS TO ALL Z <br /> �a I I ° -'^- a c BUILDING ENTRANCES/EXITS DURINGWCB TYPE 2 ° <br /> 3 P <br /> ___-- <br /> P=570.00 �'�_, LL GTE TELE MH I i i ---- ----u,--___ "_' CONSTRUCTION. V06 <br /> =566.85-8"S,W TOP=570.61 31 �UZ P�\NO P -_-__ ---- --- �'' -- ---"�--- uF F -- -= Boxes AND a I I WORK LIMITS(TYP) u' DEMO EXISTING IRRIGATIO <br /> _ IE=564.29cn <br /> -12"S TOP 571.67 r = '+ <br /> L2 VERTICAL CONIC \OG �P\�e 4P O VALVE/METER/BACKFLOW N O v <br /> - 'IE 563.44\(E) �L CURB&GUTTER pE�P 4 T N <br /> SAW CUT EXISTING CONCRETE PAD.BACKFILL W <br /> - I I i - ' 4 \ O WITH CSBS TO MATCH ADJACENT EXISTING SLAB Q <br /> VERTICAL CURB/GUTTER p'I-_l� I 3 -� ___________ __ I GRADES UPON COMPLETION OF IRRIGATION F <br /> (NIP) III /�- 19 -- __ W ___ ORK. <br /> W W W w W <br /> FIRE 2�U0---------- o ___ __ \ a <br /> ---- - SD I a <br /> so 1 so so HYDso I 0 I -___ O SAWCUT,REMOVE,AND REPLACE EXISTING Q j <br /> CONCRETE PATIO.MATCH EXISTING FINISH. W <br /> so 0 0 <br /> So <br /> rvP _ _ _______-- V. D so ILL <br /> COMPACT 'o i31 SIDEWALK SIDEWALK \E -_ - p\A���FI SDMH I-7 \ 0. O} <br /> Er---- <br /> _ P�P� CONIC TOP572.01 0� U <br /> - ' 3 S EPS TO LANDING IE 552.76-18"(E,S,W) <br /> H I l s IE 575.11-12"(N) Y <br /> I ROOF_DFWN--"---_,, _---,I 5 SDMH#1-18 TYPE 2 I LL IE 565.21-12"(SE) - O <br /> ® ® - ; III TOP 570.02 } <br /> J\�G E I - I IE`W.62-8 FCC "PVC(S) / / m <br /> IE 5�0.92-18"(W) _ I / ❑ <br /> PgP b I I IE 56P.82-18"(E)------- <br /> \ / <br /> ® C) <br /> �IC I 11113 TYPE 1 \ / <br /> - Lu I; - OP569.91 <br /> E IIE 567'.96-8"PVC(N) \ ' <br /> ® 0- I IF 50.46-8"PVC(W) p \\ I <br /> E 508.91-4"(N) <br /> EXISTING S <br /> ® OPERATIONS <br /> PLANtER I - w <br /> E I 2 <br /> F <br /> I K O <br /> ADMINISTRATION � -II ILo <br /> I I m <br /> / I <br /> ® I I \I I ❑ W� I <br /> ROOF DRAIN BUILDING ` // \ � , I <br /> ip 5 <br /> E2 II �� '� // <br /> IX I I 8 <br /> w ABOVE GROUND ELEC C I FLOOR ELEVATION J \ / <br /> / a z <br /> ON CONIC PAD 572.48 -- <br /> \ J <br /> o ---®® 1 ® I (PER RECORD DWG) <br /> a <br /> P I t <br /> i <br /> ROOF DRAIN <br /> \ 9 <br /> S EL TOW R <br /> UP ORT a \ i <br /> a, aap <br /> \ I <br /> T€tfBtL BOX _ y I s \ SDMH I-I Of�f4�1�3 <br /> TOP 568186 <br /> p \ E 561.60-(N) CHECKED BY:JNS <br /> ., <br /> mm FIF,(,'.J=BOX a p- �' - 8 \ " DESIGNED BY:APDC <br /> / <br /> ---__--' - IE 561.91-12"S <br /> DRAWN BY:CHWO <br /> � �_ _ 6 `I � IE 564.4-6"(E&S) <br /> I - - I <br /> <a - -, B � � 8"DIP FIRE LINE _ ,- <br /> �.o 'ter TRA S ""' "" " - / °W -E'" `w - III FIRST SUBMITTAL DATE: <br /> PI so, I � , <br /> CON RET PROJECT NO. <br /> - n --/- n----�n---- n---- 9 <br /> �n----�n----ten- n-- -�nF, <br /> T ON � -/ ---\`- -�nT---� CALL SPUD00000197 <br /> >N <br /> C N C INLET 2 BUSINESS DAYS <br /> GRATE=572.31 BEFORE YOU DIG <br /> 0 <br /> s GONG BUILDING 8"DIP w I FOR UTILITY LOCATE SHEET NO. S OF 7 o IE=570.39-8"(S) Fw i A <br /> - 3■O <br /> 811 <br /> E C6 TYPE 2 <br />