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SE1/4 SW1/4 SEC. 34,TWP.29 N.,RGE.4 E.,W.M. <br /> a <br /> A/BSTA 100+55.00 (19.14 LT) SEWER NOTES <br /> 1-8" DI TEE (FL) <br /> 3-8" GATE VALVES (FLxMJ) A. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT <br /> 1-THRUST BLOCK ,, STANDARDS AND WSDOT/APWA STANDARD SPECIFICATIONS. <br /> A/B DEPTH=4.2' - _ ° _""-B. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED OR <br /> IRRIGATION WATER METER, " _ =, PLIT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED, AND APPROVED BY THE CITY <br /> DCVA SHALL BE LOCATED IN _ INSPECTOR. <br /> AN UNDERGROUND VAULT, SSMH #1 - - C. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM <br /> SEE L2.0 20+11.88 STA�+T;-„o ', _-��w / AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL <br /> PRESERVE AND PROTECT 5.10 (�-+� RT - --� - RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY <br /> \ \ - ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE <br /> EXISTING UTILITIES DURING \ 101+00 _-,�' DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS <br /> CONSTRUCTION \ PECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY <br /> EXISTING 1\ \ _ ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. <br /> FIRE _ / v \ _--� s ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN <br /> HYDRANT i <br /> SEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING <br /> � N \ ss .,a. CONSTRUCTION. <br /> u \\__ ss + / E. SEWER LATERALS ARE PRIVATELY MAINTAINED TO SEWER MAIN. zo <br /> j �00 - wT <br /> EXIST $ N� <br /> "MOVE6 ERWCE`' <br /> 26+47.05 �GI6eo J i- <br /> STA2&+46.61 _ N 76'1 z <br /> .�48�RT)7.45 E ISTING METER _ WATER NOTES <br /> 1-FIRE HYDRANT TO BE REMOVED <br /> 1-6" GAT E�� -00 A. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY MEANS <br /> -TORZ ADAPT g�_ --z`- - ° sA- ' OF AN APPROVED BACKFLOW PREVENTION DEVICE PRIOR TO SATISFACTORY FLUSHING, <br /> + -THRUST BLOCK UKILrEO BLV ss ;� rb i BACTERIOLOGICAL TEST RESULTS. <br /> ND EIPT OF SATISFACTORY <br /> WE$1'M -jss B. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE PUBLIC <br /> 4.5'DP 73 LF 8" DI WORKS DEPARTMENT AT THE DEVELOPER'S EXPENSE. THE PUBLIC WORKS <br /> sssn a ,.151 tee' a N DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSINESS DAYS NOTICE <br /> FOR EACH CONNECTION. THE PUBLIC WORKS DEPARTMENT SHALL THEREAFTER N <br /> H <br /> STA 20+52 94A/B HALL BE ADE. <br /> C. RIE THE AMLN WORK AND MATERIALS MUSTHCONFORM AND TIME AT WICH THEC TON <br /> CITY OF NECTIONSEVERETT STANDARDS. <br /> (5.91 LT) D. A PRE CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE <br /> START OF CONSTRUCTION THE CITY OF EVERETT PUBLIC WORKS CONSTRUCTION <br /> A/B 1 1-11.25' DI BEND (MJ) DIVISION MUST BE NOTIFIEDLEAST 24 HOURS PRIOR TO d E <br /> 8" DI N 1-THRUST BLOCK COMMENCEMENT OF CONSTRUCTION. <br /> N= <br /> 3'DP ' A B DEPTH=4.2' E. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL NOTIFY THE d N M <br /> FF=154.0 AD-150. SSMH 12 PUBLIC WORKS DEPARTMENT OF A PERSON WHO CAN BE CONTACTED REGARDING a'm <br /> PAD=1511 STA21+01.87 PROBLEMS DURING CONSTRUCTION ON A 24 HOUR BASIS. �a3 <br /> �_ (ScB9-RT)^ 3.68 F. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL w o <br /> SS/ ss I:.. " .1 _ \ -151. 5.1'DP + @ SEPARATION BETWEEN POTABLE AND NON-POTABLE CONVEYANCE SYSTEMS. w °' <br /> \ _ FF=154.1 PAD=151.5 10' MIN Uo`F4 <br /> / '. / / PAD=1508 ® O 6 \\I FF 154.1 4o9'DP o .. °! 9 G. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBLIC WORKS <br /> ss/ ss i \ PAD=151.7 / - o SEPARATION aMw'd <br /> DEPARTMENT PERSONNEL ONLY. ALL VALVES, <br /> s� PAD-151.7 + e' (NP) NEW AND EXISTING, SHALL BE ACCESSIBLE AT ALL TIMES. <br /> S 68 LF 8 DIA/B H. PROPOSED FIRE HYDRANTS WITHIN THE PRIVATE DEVELOPMENT ARE PRIVATE AHS <br /> 4.9 DP \ + S 7 72 <br /> IT- SHALL BE PAINTED WITH TWO COATS OF HIGH GLOSS "SAFETY RED". THE PORT CAPS <br /> STA zti1-h+9-98-21+19.86 <br /> \ g8 \ 10 4.6'DP FF=154. \\ _1 m9 Sg (&B6 LT).5.13 SHALL BE PAINTED BLACK. wn.;RFgG <br /> FF=153.6 P =15. 1-8" DI TEE (FL) O• 4:11­_'. <br /> SSMH #3 PAD=150 +' e 27+� 2_ " <br /> 8 GATE VALVES FLxMJ ROPOSED 25+74.03 STA�6+;".�3 FF=153.4 +� �'-- -' SS ��� �� �� � ( )974 (49F3 LT AD=150.3 ,a 8 o W 1-THRUST BLOCK And <br /> VAULT _ + ... ZH� i ° � A/B DEPTH=3.9' A�P TIzsT <br /> o\ \ p SS STA 27+47.05 (7.99 RT)A/B <br /> + <br /> P•...ST.E.; <br /> 1-11.25' DI BEND (MJ) <br /> 1-THRUST <br /> BLOCK <br /> A/8\ �F 8" 0\ o A/B DEPTH=4.0'lgp� - 70 f� PD2 1" DOMESTIC/FIRE COMBO <br /> - PAD=-15151.3 <br /> FF=154.8 5•p'pp WATER METER REQ'D FOR <br /> p PAD=151.151.7 NFPA 13D SPRINKLER SYSTEMS <br /> A44 - c0 1 (TYP), UNLESS OTHERWISE NOTED <br /> P'� fF= 8 PAD§1b 1 1 eo <br /> 50 ? + w e e 4.8'DP PAC 1.7 O N - U <br /> ,'s 10 LF 8" DI 12 110 LF 8" DI A/B <br /> J W <br /> g" 5.0'DP °4 DP,., PAD=151.4 13 „ ") 3 - J H CD <br /> 4.9'DP E 5 14 i I WATER PROP 2& Go <br /> 25+74.18 5.67 1 I 18 LF 8" I =154.5 1 g 'ir�4A SEWER Z LLI Q <br /> ' STA�Si-89-6&( 58-RTT) 1 4.5'D A/=1�.6 PAD=151.44,- EASEMENT y <br /> �1-45' DI BEND (MJ) 1+96 PAD=151.4 ia� LlJ W Ff=154.5 <br /> 1 1-THRUST BLOCK ACTUAL B <br /> PAD=151.4 A/ 153. , ° � <br /> \� A/B DEPTH=4.5' I 4.5'DP WATER ALIGNMENT 16 G1�E� a hn Q 1 j <br /> I 17 54.13' N c+ = H W W a) > <br /> (7 W <br /> �I 25+53.14 3.60 ,-1 V Q o <br /> STA:-o-i-47.26 (i.46 RTT) w o =3.8 A fA <br /> 1-45' DI BEND (MJ) A- I G1 �. 1 25 <br /> � 1-THRUST BLOCK GR� 155.9 P4 II <br /> ' \ A/B DEPTH=4.5' I+ <br /> N ©3 Ff=159.1 <br /> 1 ORNO 1555 FF=159.1 PAD=156.3 ti <br /> A/B102 LF 8" DI 1 1 _ 22 FF=158.8 PAD=156.3 ti <br /> \ 22+29.71 RECORD DRAWING <br /> 21 PAD=156.3 <br /> PROP 15' Tf�m , STA ^i-y-zj;y} THIS RECORD DRAWING RAS BEEN PREPARED,IN PART,BASED <br /> WATER \ FF=158.5 "�. 'S6 ._. (6,022-LTT)4.94 ON AS-BUILT INFORMATION PROVIDED BY OTHERS.WHILE THIS Z <br /> 11 I INFORMATION IS BELIEVED TO BE RELIABLE,NO ASSUMPnON W <br /> T 0 J s 1-FIRE HYDRANT ASSEMBLY SHOULD BE MADE REGARDING THE ACCURACY OF THIS RECORD Q <br /> g FISEMEN I © PAD=155.6 i (� IL <br /> 1 19 =158.2 d + + 1-6" GATE VALVE DRAWING,OR FOR ANY ERRORS OR OMISSIONS. d <br /> 1 1 PAD=155.6 4.8'DP o .'� i 1-4" STORZ ADAPTER A--...•":w. � <br /> A/BSTA 24+48.96 (4.34 RT Fr=157.8 PADFF=,155.2 A 8167 LF DI °' �- W h I 1-THRUST BLOCK ,- 12/12/23 W w <br /> 1-45' DI BEND (MJ) / + SIGNED BY DATE H <br /> 1-THRUST BLOCK PAD=155.2 5.1'DP A, DEPTH=3.5' 0) Q <br /> �� �^ ! ,-� Andrew Reaves PE,Senior Principal <br /> A/B DEPTH=3.8' W <br /> PRIM NAME h TALE Q 06 <br /> 5.0'DP 19 LF 8" DIA/B it <br /> w <br /> Ss <br /> \ 6 + NN D STA 22+46.34A/B ! Q W <br /> B 1 , (7.69 LT) ! 2 to <br /> 1-45' DI BEND (MJ) <br /> SSMH #4 1-THRUST BLOCK N <br /> I g4+00 55 T , E 22+67.30 STA r+o'-�= A/B DEPTH=3.5' <br /> i 20 I '➢ %g°1 g'48 6.99 (&.ffJ LT) <br /> 0.10 <br /> A/BSTA 22+49.67 (6.16 LT) VFIRIFY L <br /> \ 11 I /n�0� �-p / 1-22.5' DI BEND (MJ) BAR IS ONE INCH ON ORIGINAL DRAWING. <br /> 1-THRUST BLOCK I 0 10 20 40 0-i <br /> IF NOT ONE INCH ON THIS SHEET, <br /> a II mN A/B DEPTH=3.5' HORIZ. ADJUST SCALES ACCORDINGLY. <br /> SSMH5 Scale In Feet <br /> 1111 �� # � i SCALE: DATE: <br /> STA 21 18.98 24+11.41 m / ! AS SHOWN 12/11/23 <br /> LT) 6.94 A I ! DESIGNED BY: CHECKED BY: <br /> x _ --' STA 24+16.00 (3.42 RT)A/B KDS/TB ACR/SS <br /> 6 F s \ 1-45' DI BEND (MJ) j PACE PROJECT NO. 21586 <br /> y 1-THRUST BLOCK CALL BEFORE CC <br /> I'My / A/B DEPTH=3.8' I ! YOU Dq $11 ^J.O <br /> C�S� / UNDERGROUND SEWCE(USA) REV1122-001 SHEET �,I <br />