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HomeMy WebLinkAbout01D1631PEASLEY RIDGE SW 1/4, SW 1/4, SEC.11, T.21 N., Rn4 E., AND NW 1/4, NW 1/4, KING COUNTY, WASHINGTON UTILITIES/SERVICES SURVEYOR WATER: LAKEHAVEN UTILITY DISTRICT SADLER / BERNARD & ASSOC., INC, SEWER: CITY OF AUBURN 12714 VALLEY AVE. E.. SUITE B POWER/GAS: PUGET SOUND ENERGY SUMNER, WA 98390 TELEPHONE: US WEST COMMUNICATIONS PH. (253) 826-8135 SCHOOLS: AUBURN SCHOOL DISTRICT #403 FAX (253) 826-8136 FIRE: FEDERAL WAY DISTRICT #39 CIVIL ENGINEER PUMP STATION DESIGN AHBL ENGINEERS & PLANNERS ADS EQUIIPMENT CONTACT. SEAN COMFORT 650 S. ORCAS, SUITE 114 2215 NORTH 30TH STREET, SUITE 300 SEATTLE, WA 98108 TACOMA, WA 98403 CONTACT. STEVE AZOSE PH. (253) 383-2422 PH. (206) 763-3600 FAX (9 ) -2572 FA (206) 763-3012 SECm145 T*21 N., Rv4 E., WoMs DEVELOPER BENCHMARK, (26-K) LEGAL DESCRIPTION D&E INVESTMENTS, LLC P.O. BOX 930 SUMNER, WA 98390 PH. (253) 922-9331 FAX (253) 735-0968 PUMP STATE TELEMETRY CITY OF AUBURN BENCHMARK -LNC_VD29 VERT. : BRASS SURFACE MONUMENT AT INTERSECTION OF 56TH AVENUE SOUTH AND SOUTH 316TH STREET ELEV. = 516.01 THE SANITARY SEWER SYSTEM, PUMP STATION AND FORCE MAIN ARE ON THE CITY OF AUBURN DATUM. BASIS OF BEARINGS: PLAT OF WEST AUBURN FIVE ACRE TRACTS. LOTS 9, 16 AND 17, WEST AUBURN FIVE ACRE TRACTS ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15 AT PAGE 12 RECORDS OF KING COUNTY WASHINGTON. PARCEL NUMBERS. 926280-0085, 926280-0045, 926280-0080 GRAPHIC SCALE 100 0 50 100 200 40 ( IN FEET ) 1 inch = 100 ft. I I r „�� ; c�ws30.i6 00 ��$-d 92e5I1�" tTa,TO MAN A, ;Y rO I IOT3 A . I ;`. } w, SSE SHEET SS9 _.._> ' S&B,INC. 13200 S.E. 30TH ST. BELLEVUE, WA 98005 CONTACT. IKE STEAD PSI. (425) 644-1700 FAX (425) 746-9312 V) fn 5 15TH ST ft 9 � � S 316TH ST S 318TH ST 167 S 320TH ST S 321ST ST SITE to 01 UD W Mq z ST Rp 18 SEES , EET 2 sc rlt;r__......n �; � � .. �I I II� _ - - - - - - - - ' 605-11 l �� _ T SOUTH 318th STREETEl- r- - - - - - - -- ----- _-- -- -- r 4 F 605-10 - - - E Y' 1. 3RI1NS 3 i 9 EMS I ' I ' TiO TAS R WAY s (2r I ( 0 i II 53 52 51 50 49 1 1 I I # — 1 54 a Lsoy SE SH ES I S E,S 0T SS GENCY STAN A! DETAILS - - - - - - I I +I i4 `':^ _ — 1 a — —_ _ _ _ o e �4° a ,�i�,,. 5`f '(isei I ...e...e_ M r - - I - - - - - - .�• �W .w� 01T� DRAWING N ME PRIVATE SANITARY SEWER CLEANOUT — —3181PI. GT' I �--,. < w 1 _ �,' w2 I' I 605-06 ' 605-07 DAM m _ . 4 I 24" MANHOLE FRAME AND GRATE I 4 I '' 605-12 I I ikE�H!!Et - TYPICAL AIR AND VACAUM' RELIEF VALVE 6(5-04 l ' NOTESi 4 WATER MAIN BLOCKING I I � I � � a i III Cal 29 I 34 1. TOPO BY SADLER/BERNARD AND ASSOCIATES. s ADJUSTMENT OF NEW AND EXISTING UTILITY 5Tu8 0 ar STRUCTURES TO FINISHED GRADE(253) 927-8884. �EE PHONE41 I ' I ' " ' ' ' ' TYPICAL PIPE TRENCH DETAIL 1 , `.. 28 ( 35 , I 42 0 I ! 2. TRACT D AND TRACT E WILL BE UTILIZED • I �j�' 43 �I I i FOR STORM WATER DETENTION FACILITIES. I I _ -�I I I 0 . » I `�, ' , 1 27 36C* ' 1 40 , , , , MANHOLE TYPE 1 (48 , 54 AND 60 ) am L �� Cal,, I I JAMES , *;A VM A 3. TRACT B AND TRACT E WILL BE UTILIZED O a € Is `�' W � FOR RECREATION AND OPEN SPACE. NOT USED f, I26 3 AN I 1 1 4. TRACT C- WETLAND BUFFER. ■-.-. INSIDE DROP CONNECTION FOR SANITARY SEWERS 25 ' 38W , , 1 I fk/ , F} WE D I 'I � 1 i' i ' lit 10 11 _ N I ET S 8 11 I I — - -I- - - a I SI4E EX SHEENS y , N D. E# f$zp 3 1 - - 11 1 I — STREET a` 4�_705-02 $ "� f ,fi — — — Mondment at the Southwest Comer of SS���cctlon 11-21-4- 12 _ _ _ �IF 3-- e fir ' 4 I 20 I 21 1 22 1£ s - - —� SEE SHE I ` F I 705-03 FOR PUM II L4La - - n 1 m 5 04 14 < / I � l 16 1 17 I 705-05 I _. W � I KEY MAPI I! Al: THE SANITARY SEWER SYSTEM, PUMP STATION AND FORCE MAIN ARE ON THE CITY OF AUBURN DATUM. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 FF* 030 I of IG 705=o ' . 1 SEE SHEET 339 0 e' a i, wol.r Mom DRAWING NUMBER SSC0-1 CITY SSFC-1 CITY WAAR-1 CITY WABL-1 CITY STFG-1 CITY GEPT--2 CITY B-23a WSDOT San. MH 606-39 mm it fia4&.�5 „ FdMln. 6' PVC S. k E. Ladder Nbet old, (Center of Strut. Sw R_) LEGEND VICINITY MAP NTS WW EXISTING DESCRIPTION PROPOSED MONUMENT R.O.W. LINE - - LOT LINE - - EASEMENT LINE - - - - - - - ROAD CENTER LINE >~ ----- ---- _ TREE .... 424 _ .._.� ..__.. CONTOUR --- 398 ---_ a POWER POLE GU OR - RELINER 00 ce WOOD FENCE INSIDE DROP CHAIN LINK FENCE —0-0-0 PIPE BOWL ��-.m ... u.. w. GUARD RAIL KEY 71 SIGN CITY - CITY OF AUBURN STANDARDS <> MAIL BOX WSDOT - WASHINGTON STATE DEPARTMENT OF TRANSPORTATION 0- DETAIL No. I I r6�2k �+L CONSTRUCTION SEQUENCE GENERAL NOTES .I.., N 1. FLAG CLEARING LIMITS. 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ATTEND A PRE -CONSTRUCTION MEETING WITH THE CITY OF AUBURN, KING COUNTY, SURVEYOR AND AHBL FOR SEWER MAIN 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND CONSTRUCTION. REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL 3. INSTALL EROSION CONTROL MEASURES. SEE SHEET 4 ON THE CONSTRUCTION," 1998 OR LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR EROSION CONTROL PLAN FOR THE EROSION CONTROL MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT - - - CONSTRUCTION SEQUENCE. PROJECT SPECIFICATIONS. 4. CONSTRUCT SEWER MAIN AND APPURTENANCES. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE STANDARD MW CAW. CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILABLE I 5. COORDINATE CONSTRUCTION OF ON -SITE GRAVITY SEWER AND AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PUMP STATION WITH STORM DRAINAGE AND WATER MAIN PLANS. CONSTRUCTION. 4. A PRE -CONSTRUCTION METING SHALL BE REQUIRED PRIOR TO ANY 6. CAP GRAVITY SEWER INLETS AND INSTALL ROCK GRATE AT ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. PUMP STATION INLET. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. 7. OBTAIN A R.O.W. PERMIT FROM KING COUNTY FOR IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND CONSTRUCTION OF THE FORCE MAIN. FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING 8. ATTEND A PRE -CONSTRUCTION MEETING WITH KING COUNTY, CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL CITY OF AUBURN AND AHBL. (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, 9. CONSTRUCT FORCE MAIN AND APPURTENANCES. STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 10. PROVIDE FORCE MAIN AND APPURTENANCES. 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR 11. COORDINATE PUMP STATION TESTING WITH THE CITY OF DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD AUBURN, ADS, AND AHBL UPON COMPLETION OF THE GRAVITY ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING SEWER MAIN, FORCE MAIN AND PLACEMENT OF THE PUMP CONSTRICTION AS REQUIRED BY LAW AND REGULATION. STATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. SHEET INDEX SHEET NO. SHEET TITLE SS1 SANITARY SEWER COVER SHEET SS2 SANITARY SEWER PLAN/PROFILE SOUTH 318th STREET SS3 SANITARY SEWER PLAN/PROFILE SOUTH 318TH ST. AND SOUTH 319TH ST. SS4 SANITARY SEWER PLAN/PROFILE SOUTH 320TH ST. AND 53RD AVE. SOUTH SS5 SANITARY SEWER PLAN/PROFILE 53RD AVE. S. AND S. 318TH PLACE CT. SS6 SANITARY SEWER PLAN/PROFILE SS7 SANITARY SEWER PLAN/PROFILE SS8 SANITARY SEWER PLAN/PROFILE AND DETAILS GRAVITY AND PUMP STATION SS9 SANITARY SEWER PLAN OFFSITE FORCEMAIN SS10 DETAILS BARRIER ROCK WALL 1A WATER METER ■ HYDRANT Ak W WATER LINE w --- O STORM MANHOLE 0 ® CATCH BASIN ■ STORM LINE D SAN. SEWER MANHOLE • SAN. SEWER CLEANOUT • FORCE MAIN CLEANOUT (i AIR VACUUM RELIEF VALVE �1 SAN. SEWER LINE ----S Edge of Pavement EDGE OF PAVEMENT CURB, GUTTER & SIDEWALK RIP RAP PAD OVERFLOW SPILLWAY ASPHALT PAVEMENT QUARRY SPALL ACCESS ROAD EX. BUILDING WETLAND �-- — Record Drawing Certification These drawings conform to the Contractor's construction records. B y —MOL111 Date Title/Position i°'_ A&"j Confirmed by City: Date PROJECT REF: FACOO'0008 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS Approved By. Date ApDrovewt o coo - NNW FILENAMES Rl\C\1999\99406\99406SS1.DMG k a i R et 0 605cos ( � Q E 0 �W 3 �o Qo� J Ew N w� CN O f— o� — N N ILL Cr �n N V N >� 0 -- z t 1 1 1 i41 REUSE OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF AHBL AND IS NOT TO OE USED IN WHOLE OR OR IN PART FOR ANY OTHER PROJECT WITHOUT THE Wf�TIEN AUTHORIZATION OF AHBL. Cl) N N U W� G1 3 W P P ca Z03 1Q oc 0 W W C C M OD Q a W z 2 D W 0 x c ci m a: U Scete: Designed: CEE Drawn: MRK/MEM Checked: KKW Date: APRIL 2000 Job No. 99406.10 Sheet No. S81 1 of 10 Sheets PDATED+ SEP 05 2000 la 41,18 10+00 PEASLEY RIDGE SW 1/4, SW 1/4, SECA19 Ts21 N., Rn4 E., AND NW 1/4, NW 1/4, SEC.14, T.21 N., Rv4 E., W.M. KING COUNTY, WASHINGTON -i ZA s1rRUCTTj wAHHL PT A W 20 GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. Io 11 +00 12+00 13+00 14+00 15+00 KEY NOTES �1 REFER TO LAKEHAVEN UT1uTY DISTRICT WATER PLANS PREPARED BY AHBL ENGINEERS AND PLANNERS. Q REFER TO KING COUNTY STORM DRAIN, GRADING, ROAD AND TESP PLANS PREPARED BY AHBL ENGINEERS AND PLANNERS. �3 68N9AW TYPE 1 SANITARY SEWER MANHOLE, PER DETAIL e sst ® CWAY SANITARY SEWER FORCE MAIN. (HOPE SDR17) Q5 aNW= SANITARY SEWER (GRAVITY) MAIN. (PVC 41,ft S Record Drawing Certification These drawings conform to the Contractor's construction records. records. By � 6- ii. Date s'2-r-W Title/Position rJ41W"Ole "' Confirmed by City Date .J Ul III �Z �: Qa U J o 0 taJ ® _ Z UW . 16+00 PROJECT REF: FA000'0008 'Xl ` THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS Approved By. ' \ Date Approved: v`YSjONAL �� EXPIRES 21610 LU OC 0 3 co W )low W I.. yCcW y z W 0 OD 0 W Z 0 C ch W X O Y m o n, a- U Scale: 1"=20' Designed: CEE Drawn: MRK/MEM Chocked: KKW Job No. 99406.10 Sheet No. SS2 2 of 10 Sheets CJa F, r-t 03 0 Z of 16 Q 6 61-766 BUI LT D RA%` i 0 1 D I � 3 1 FI LENAMEi Rs \C\1999\99406\99406SS2. DWG UPDATED: FEB 03 2000 141 361 09 CREATED, SEP 05 2000 131 44, 28 PLOTTED s FEB 04 2000 081 271 22 SW 1/49 SW 1/49 SECult Tu2 & STRUCTURAL N ENG WAHBL E� S AND VT A1VNEgS GRAPHIC SCALE ( eta) 1 hich _ 20 ft RIM -04.70 4?4.75`St IE 40.41 (W) +8 S. 3 3 IF- PEASLEY RIDGE 1 N., Rn4 E., AND NW 1/4, NW 1/49 KING COUNTY, WASHINGTON SEC.14, T.21 N., Rn4 E., W.M. ST,A 41 *0-7., /E 47d.Di (W) fly 478./769) 17+00 40+00 41 +00 42+00 Pr 11 o3O 3 or- i6 wtw Silt # o" r sr' rfas /.F is 478.76 f KEY NOTESi (D REFER TO LAKEHAVEN UTILITY DISTRICT WATER PLANS PREPARED BY AHBL ENGINEERS AND PLANNERS. O2 REFER TO KING COUNTY STORM DRAIN, GRADING, ROAD AND TESP PLANS PREPARED BY AHBL ENGINEERS AND PLANNERS. f�3-ONOWM-TYPE 1 SANITARY SEWER MANHOLE, PER EIEiAIe s� O4 YAT sDR17) SANITARY SEWS F AIK M(NDPE -99hI~ UNITARY SEWER (011AYfPYj WAL (PC SDR35) 4100R 19T SANITARY SEWER PUMP STATION. ® MG1i' W@T-SANITARY SEWER CLEANOUT, PER DETAIL kV J (/) .t 4KIX WL O `. - Z I �-- Z a Q w E� o oN N V M 00 > U 4J +i EXPIRES 216101 REUSE OF DOCUMENTS &JWWD THE IDEAS AND DESI N AS AN INSTRUMENT � IN WHOLE CT WITH W #a- 936 J WIZ ��W � W �NZ � ca W CO Co C � 0 ° 00 rn ca O � ei x U O CL Scale: 1"=20' ` p Designed: CEE drawn: MRK/MEM Checked: KKW R CerUfication Date: APRIL 2000 PROJECT IMF: FAC00-0o0l► �, These drawings confwm to t!►e ,�rl► �' lir�,� Contractor's construe records. THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN By Date ssfal ENGINEERING DIVISION'S REQUIREMENTS lIIeN 1�MQ. Tltie/pooition ^ke ttr 1'+ 4' Confirmed by City: Date Approved By.Da 1 � 1% SS3 Date Approved: / Z O 3 of 1 *weft 43-b- g 0101631 FI EATED, REP 0 92000 131 461086SS3. DN6 {/�i+i?% � It U i Y' ! CREATED SEP 05 2000 : a� 461 08 'tJ!'Ti'C;� ri PEASLEY RIDGE SW 1/4, SW 1/4, SEC.11, T.21 N., Ro4 E. AND NW 1/4, NW 1/4, SEC.14, T.21 N., Ro4 E., W.M. q q. • 'O MT ROAD 'B' STA 39+14.95 = OAD ATSTA 27+41.40 SSMH' 705-04 C 19+95.00,5.00'RT 3 488.44: 475.58 IIEE �4&�14 E) 475.50 a� ( i FF 415.50 00 I ° i 1. Vl g O M Occc CV d. F O II 11 f� 1"3 Q 4 _7 nncv a 475 7488.44 . �: IE 475.58 (N,S�- 470 KING COUNTY, WASHINGTON GRAPHIC SCALE 20 o ,o 20 40so IL ( IN FEET ) MATCHLINE 23+010 SEE PLAN RIGHT I inch = 20 ft. I I I \ 15 PVC SDR 35 STOF f I LOW POINT ELEV = 483.44 LOW POINT STA = 22+46.62 P\A STA = 22+50 OVI ELEV = 482.4§ K=28.65 150 .00' VC tf' IF PCSIDE SEVER I OF mff� .1 STA 1+49.0 STA 0+84.0 STA Of .O RIM 483�9 483 I i ' IE-4Yk25' i) 4-7#..�.� ! ; € IE 47#:13 (E) 47+� 19 et CV 00 co d� 1D CD Co 20+00 21 +00 KEY NOTES: Ut REFER TO LAKEHAVEN UTILITY DISTRICT WATER PLANS SANITARY SEWER FORCE MAIN. (HDPE PREPARED BY AHBL ENGINEERS AND PLANNERS. SDR17) ® REFER TO KING COUNTY STORM DRAIN, GRADING, ® 461IN&MUff SANITARY SEWER (GRAVITY) MAIN. (PVC ROAD AND TESP PLANS PREPARED BY AHBL SDR35) ENGINEERS AND PLANNERS. 3U 40MM 9F TYPE 1 SANITARY SEWER MANHOLE, PER © -M M SANITARY SEWER PUMP STATION. DETAIL(;) A O 4011S W SANITARY SEWER CLEANOUT, PER DETAIL 1 PF " 010 4 aF 1b o t61 I N LO + 4 N STA af0& jfo7 H 1"'20' 0 I .ram_._,. ti�i I=�.:►. 2 18" PVC SOR 35 STORK ___ + 1 1+59.5 1 P" STA 2-04.5 STA 2+2&5 1 STA 6i 00 GO 4•r-i a � rn t Ci 22+00 23+00 24+00 25+00 PROFILE SCALE H 1"=20' V 1 "=5' Q605-705 C. EXPIRES 216101 REUSE OF DOCUMENTS INCORPORATEDTAERENI ASIAN IN RUMENOF PROFESSIONAL SERIC' IS THE PROPERTY OF AHBL AND IS NOT TO �E USED IN WHOLE OR OR IN PAR PO 1MNAUTORAHOUT TfMEAUTHORIZATION OF BL T CV N w _ L-i lead co ■ hiWZ :No U J t J 0610 co i' y W -- c WQa LLA �4W I Z •� boa 0. N C UJ O z z Co5 x 0 M m C 0 CO � m tL L U scaft: r'=20' Designed: CEE Drawn MRK/MEM RIInS la-13-ot owe PrrrJ a f " Cr Checked: KKW Record Drawing Certification PROJECT REF: FAC00-0008 fA/oo Date: APRIL 2000 These drawings conform to the THESE PLANS ARE "APPROVED" FOR Job No.99406.10 Contractor's construction records. CONFORMANCE WITH THE CITY OF AUBURN t p` ' �, ENGINEERING DIVISION'S REQUIREMENTS Sheet No. By cl►- Date= Title/Position ^40111~0' Qat2� - A, Approved By. Confirmed by City. Date Date Approved: 5Ad2d## 4 of 10 Sheets A O I D ! MULT / ( FILENAME, Re \C\1999\99406\99406SS4. DWG CREATED, SEP 05 2000 13147, 28 UPDATED, JAN 31 2000 14, 39, 06 PLEITTED, FEB 01 2000 M 47, % SW 1/4, SW 1/4, SEC.11, T.2 . _ MATC-F•( S.5 7 r FF 4MM a -P 3 3 3�. N W. s srA *0 cry Fl, i�1 7f G 4 ►A 3+34.5 W. s IrstAsm STA 0+ �e i� C E-- M 483 0! -- _ 41t3 .� G WE -4M44 A d r ssoo PEASLEY RIDGE 1 N., Rm4 E., AND NW 1/4, NW 1/4, KING COUNTY, WASHINGTON 510 _ 505 �v r� L- W.71 ims /A-13 'd/ _j(n coo= W `j z vw . 4.5 � PROJECTVF THESEARE FOR COWORMANCE VATH THE CITY OF E"G**EVMG DIVISK)WS REQUMEMENTS P�"03b Sor- I6 a 68�, 7oS �O O 3 of v alms PEASLEY RIDGE SW 1/4 SW 1/4 SEC.11 T.21 N., RA E., AND NW 1/4, NW 1/4 SEC.14 T.21 N., Ro4 E. W.M. 14 � `i a �.-l��lb�'l`� I, I �F`AcT"E" � '� KIN COUir.-Y,,`=WASHINGTON 'T FF 40M � SSA 1+43.5 E Q STA 1+63.0 1 478.71 V E 4 + r FF 4UM K 495 V d MA 475 RIM 485.08 t STA 1 E `rm N 47 .46 STA 1 Igo A,s®(s)-L F. ► I I WATER LINE i 1 d 3 SSMH 70 04 I . I I I 7 20 TA 31+ .08, 00 LT RIM 488. r FF 489.5 00 O IE 475.58 N,S) I FF 490.75 Ff FF 493.25 FF 494.25 000 SSWIE #f E I 4 ,5o i = IIE SSW + .08 Cn 7 0_ SSCO SSCO STA 0+30.01 STA 0+85.0 A 1+53.4 STA 2+05.0 STA 2+60.0 STA 1 I IE #No IIE I E ilk I IE-0&99- 48.?.b� I fD4.0 3 I IE 48+f�91° - • 35 6" P SDR - - - - -- - - - - 35-i f 6" PVC SDR - - - - I - - - 35 LF 6" PVC SDR-- 35 2X MI 35 O 2% MIN. 35 O 2% MIN. a ° r 4° KEY NOTES: N I I N N N ICIOI I� O1 REFER TO LAKEHAVEN UIiLITY DISTRICT WATER PLANS �.�.._ Co I PLAN I PREPARED BY AHBL ENGINEERS AND PLANNERS. ® REFER TO KING COUNTY STORM DRAIN, GRADING, I p IV I I 4 ROAD AND TESP PLANS PREPARED;BY AHD ,. L NEERS AND PLANNERS. &As I ! I �3 411S"UeT TYPE i SANITARY MANHOLE, P9 DETAIL j � I i 4Q 414""M SANITARY SEWER FW4 MAK (HOPE _ t O CGWZi19T SANITARY SE'�t (�11 MAA�I. (PVC ( I F<.. I i N ¢ SpR 35) � I S O Q@Wifw SANITARY SEWER SEE DETAIL 1 � e= LOT#16.-AND #17. ARE .RESPOI :nON, . _ 't g to 4 oc r - vi vi I Lo E STA +3`i * S / DO •i'i 9► I 3 i RIM 48&44 f SI.STA IE 475.58 (NW STA 1+43.5 4 I j I IE-4,7&48 (" 75, I ! ! ( IE47S.54fs) 0+44.0 1+05.0 Qq �I' CV 0� � N 30+00 31+00 32+00 33+00 ?�- �l 0-;0 6 16 b r -3 r� z� a / GRAPHICS ALE 10 20 80 ( IN FEET) FF 495.25 1 inch = 20 Ift FF 496.25 SSCD STA 3+ , 35 LF 6" PVC SDR- _ - - 35 0 2% MIN` lu _ ° r . ®. to .°. .r .q . s:.:,:.,: ...�;..,;, . ►'. ► , 4 n r° •r 5 45 LF 6" PVC SDR _ 35 O 2% MIN. I I- 2+ - - LF 6" PVC SDR- 35 O 2% MIN. I - - - -i- I--.____ I ---1-,--- �10' Ut1LITY SSCO` SSCO SSCO EASEMENT STA 2+15.0 IE -48&-w 4-86. GQ STA 2+80.0 IE -486. STA 3+35.0 IE-48786- SSCO STA 3+90.0 4p . ¢.r' 488.70 IE 489.43 4 1 "t FF 493.25 FF 494.25 I FF 4UM . I FF 496.75 I 00 I (-D c LaC4 Lai N J Z >0 -z U w v1�AL n li r4+ EXPIRES 216 / mf REUSE OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERNC� IS THE ERTY OF AHBL AND IS NOT TO 1E U WHOLE OR OR IN PARR FOR ANY 0 WTHOUTNot A ft rn I 1 1 N { I W 0) to W N s DI CL o Z WATER LI� 4 �ZrJ mom W�z I 401 t � %' 0� U I cof L I..I STA 3+70.0 I CO STA 3+35. SIDE SEWER I W STA 3+13.0 I I ..j >= !!b 34+00 Record wing Certification Than drawings conform to the Contractor's construction records. By c�C I �`..'1't Date S•Z�a Titie/Poeition ,�� -'O 4ft MI` Confirmed by City. Date Q60S, 705 cc Z all W I I � rn I 4 I I I x 0 ° some lrilIlw 35+00 A% Dream MMMC/1 0 Chooke& KKW Dates AMIL 2,000 PROJECT REF: FACOO-0008 " 'o Je# me, l�IOr)L10 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS Sheet No. Approved By. SSG Date Approved• g 41!, �1� of D 163( C LF MlEo IM PC119lf%13, >1Mi M 1 man dfEillTE� &iP 0'� t 3� 3W Q9 IE 492:31� 4 4.3 r SSCO STA O+K !E ¢l3.r �o FF 499.75 FF 499.25 STA 0+00.0 IE 4M 4 73• 17 I —Ar /0 MV STA 0+00.( IE 400#46- 47;?.Qo PEASLEY RIDGE SW 1/4. SW 1/4. SECAlo T.21 N., Rm4 E., AND NW 1/4., NW 1/4, SEC.14, T.21 N., Ro4 E., W.M. 5 KING COUNTY WASM43TON 5.3 FF 497.75 . 5) FF 495.25 36+00 37+00 38+00 39+00 Pf 1, 030 7 of 16 N W O O E 0 5 KEY NOTES O1 REFER TO LAKEHAVEN UTILITY DISTRICT WATER PLANS PREPARED BY AHBL ENGINEERS AND PLANNERS. �2 REFER TO KING COUNTY STORM DRAIN, GRADING, ROAD AND TESP PLANS PREPARED BY AHBL ENGINEERS AND PLANNERS. O3 -{ NSTRH� TYPE 1 SANITARY SEWER MANHOLE, PER DETAIL(j) SS1 ®-GONSWOR SANITARY SEWER FORCE MAIN. (HDPE SDR17) O5 -eONSVd% SANITARY SEWER (GRAVITY) MAIN. (PVC SDR 35) © -eMOMMSANITARY SEWER PUMP STATION. O -•SANITARY SEWER CLEANOUT, SEE DETAIL SS1 - ` r .-LAN SCALE GRAPHIC SCAIJ a 10 20 ( IN FEET ) i inch = 20 ft~ so _j Q �= 0 M 0 O � L O IF- Q U o Ew Jo U N N I` ) MN ti J o � z �M >� 0 —z EXPIRES : / 6 / of REUSE OF DOCUMENTS INCORPORATTEEDDTNER IN AS IANAINST1RUMENT�OF PROFESSIONAL SERN IS THE PROPERTY OF AHBL AND IS NOT TO �E USED IN WHOLE OR OR IN FENAUTOO9HOUT THEdTEN AUTHORIZATION A L m a M co O> _ N N 0) to N LI.1 ftj tIa en z a zW lu cccaz W Ld CL.00 OD z Q N w z C tM 0) X O m o c O o m n Q U Scale: V=20' ? /�`� ��� Designed: CEE )` / �s�-.�� SctrvCr �i�� C4dfDrawn: MRK/ ly <,. Checked: KKW MEM B• Q Date: APRIL 2000 Record Drawing Certification r- w _ ... PROJECT P REF: FAC00-0008 *% + df ` These drawings conform to the Job No. THESE PLANS ARE "APPROVED" FOR 99406.10 Contractor's construction records. CONFORMANCE WITH THE CITY OF AUBURN tli35 By Dates'•*® ENGINEERING DIVISION'S REQUIREMENTS Sheet No. Title/Position Confirmed by City. Date Approved By. Date Approved: 7 of 10 Sheets QD�, 7D5" AS-BUILTU ! D IX 31 FILENAME, R1\C\1999\99406\99406SS7.T)4G UPOTED, FEB 04 2000 36, 29 6 CREATED SEP 05 2000 13s51i44 PLOTTED FEB 04 2000 09150131 ca C13 Q g� STRUCTURgL `~aw AH B L EGA S LAND PLANNERS PEASLEY RIDGE SW 1/4, SW 1/4, SECEI19 T.21 N., Rn4 E., AND NW 1/4, NW 1/4, SECA49 KING COUNTY, WASHINGTON GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft fA ►EY HOTESi EFER TO LAKEHAVEN UTILITY DISTRICT WATER PLANS REPARED BY AHBL ENGINEERS AND PLANNERS. EFER TO KING COUNTY STORM DRAIN, GIZADK OAD AND TESP PLANS PREPARED BY AHBL NGINEERS AND PLANNERS. 064W TYPE 1 SANITARY SEWER MANHOLE, PER ETAIL 7 117 9N9W19F- SANITARY SEWER FORCE MAIN. (HDPE DR17) AN6T AiP SANITARY SEWER (GRAVITY) MAIN. DR35) EE SHEET P2 AND SS8 FOR PUMP STATION, ETWELL, AND PUMP STATION PAD DESIGN. 4STING WETLAND BUFFER HRUST BLOCKING. SEE DETAIL e ISIDE DROP CONNECTION FOR 6O" SANITARY SEWER ANHOLE SEE DETAIL SSt HIGH CHAIN LINK FENCE le WATER METER AND WATER SERVICE. To2l N., Rn4 E., W.M. GRAPHIC SCALE 10 20 ( IN FEET ) 1 inch = 10 ft. PUMP STATIO PLAN SCALE: 1" = 10' g� STRUCTUIr,� E `~wAHBL EGA L PS N4S ■ 6 R # wry l ;Z-/3-oi P" $. p Record Drawing Certification .1,t# / These drawings conform to the Contractor's construction records. By a' 4 Title/Position Confirmed by City: Date EXPIRES 2 1 i 1 J l3 + < ci w cc P ow 4.1 I� P J Z Z U uj 4 to J 0 H CO) Z p W ayLILJ tu Z F t� CO) W f�, N N 0) C`7 to N V `N i W co Ul Z W a� 0 0 a w Z 0 X 0 m o IL U Drsw+t NW/NM 111" PROJECT REF: FACOO-0008 f/(,/*' JobTHESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS short me. Approved By—& Date Approved: PF 030 Dp� A, V�,q i KI r., 0 1 D I AS-BUI&IJ i�, ilia 8 Of N . PEASLEY RIDGE SW 1/4, SW 1/4, SEC.11, T.21 N., Re4 E., AND NW 1/4, NW 1/4, SEC.14, T.21 N., Rn4 E., W.M. KING COUNTY, WASHINGTON GRAPHIC SCALE ihimsm 'CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 Pr- " o3o I o;; I b S404Rfly 32OA S'T: A 4 f f,,r ry-r.v r- Af" 10=14 v Or � �i t n� C o K •• fY — /� o ✓i rl�► Fo tt C E ���N .r_..., n, 9-.. A.s 4ArC' A Sa 00 tZ 0 W. I I i N 0 V) MATCHLINE 24+00 SEE BELOW I I � I I I I I � I I ( IN FEET ) 1 inch = 40 ft. N 4 t LO Cc IE 12" CMP 401.53 I E. pF /�. 4- 2 sr/ ExrN1Ei //• % 3 ^ t e o/ Qd 0:5-/ 70!�, � STRUCTU � `~wAHBL EGA S PLANNERS KEY HOTESII O1 REFER TO LAKEHAVEN UTILITY DISTRICT WATER PLANS PREPARED BY AHBL ENGINEERS AND PLANNERS. O2 REFER TO KING COUNTY STORM DRAIN, GRADING, ROAD AND TESP PLANS PREPARED BY AHBL ENGINEERS AND PLANNERS. CONSTRUCT TYPE 1 SANITARY SEWER MANHOLE, PER DETAIL% SSi ® CONSTRUCT SANITARY SEWER FORCE MAIN. (HOPE SDR17) CONSTRUCT SANITARY SEWER (GRAVITY) MAIN. (PVC SDR35) CONSTRUCT SANITARY SEWER PUMP STATION. O7 REMOVE AND REPLACE EXISTING FENCE AS NECESSARY TO ACCOMMODATE CONSTRUCTION. ® REMOVE AND REPLACE EXISTING 1 Y CULVERT AS NECESSARY TO ACCOMMODATE CONSTRUCTION. 0 SANITARY SEWER TERMINAL FORCE MAIN CLEANOUT, PER DETAIL CONNECT HDPE PIPE TO PVC PIPE PER MANUFACTURERS SPECIFICATIONS.e SS10 TO SANITARY SEWER FORCE MAIN AND WATER CROSSING, PER DETAIL 2 SS10 11 GRAVITY SEWER MAIN AND WATER MAIN CROSSING, PER DETAIL e SS10 12 REMOVE AND REPLACE EXISTING STREET SIGN/MAILBOX. 13 AIR RELEASE/VACUUM VALVE, PER DETAIL 14 DEFLECT SANITARY SEWER FORCE MAIN TO GAIN CLEARANCE FROM EXISTING POWER POLE. DEFLECT PER MANUFACTERS SPECIFICATIONS. 15 REPAIR/REPLACE EXISTING CONCRETE RETAINING WALL AS NECESSARY. Q PROTECT POWER POLE DURING CONSTRUCTIONr4 17 FORCE MAIN THRUST BLOCKING, PER DETAIL TYPICAL PIPE TRENCH, PER DETAIL 6- 19 CONNECT TO EXISTING SANITARY SEWER MANHOLE, I.E. 479.39 RECHANNEL EXISTING MANHOLE AND RELOCATE LADDER RUNGS TO THE NORTH SIDE OF EXISTING MANHOLE 20 REVERSE / VERTICAL THRUST BLOCKING, PER DETAIL SS'110 21 CONSTRUCT SANITARY SEWER FORCE MAIN BELOW STORMDRAIN LINES. PROVIDE 1.5' MINIMUM VERTICAL CLEARANCE W I • 1 1 < I I aw 0' 30' `I E•+ to C 6 ! -F PK Nail E cs 0 CP I IL11 F (2) THRUST BLOCK s' :m $ 1� �3_- I STA 34 �lj 6" 45' BEND = 41� to N 1 6"x8" ENLARGER �1 I,o THRUST BLOCK «; I CD z IE LF r D.I.. CONNECT SANITARY FORCE I I — MAIN TO GRAVITY LINE 10 -- — — CITY OF AUBURN MH ON-39 TA 7+ 4. ' LT Sari. rra` on. Rim 4-4;3.89 484.75 479.29' Folwiine 8" PVC S. & E. . I� EXPIRES 21,6101 REUSE OF DOCUMENTS INCO POR �TNIN AS IAA NSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF AHBL AND IS NOT TO �E USED IN WHOLE OR OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF AHBL n at V J y I- Z W W 0 O M 00 Q ci a x 2 Ladder West side --- -''o (Center of Struc. SW Rim) ( 00 Deslened: CEEOI i M Drawn: MRK/MEM k KK Record Drawing Certification These drawings conform to the Contractor's construction records. By o0�.�-� � C� .-•�.- Date 7-/ 1-w Title/Position /'A Confirmed by City. Date #0 Ul!"T,1� PROJECT REF: "` FAJC00-0008 k THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS Approved Bye Date Approved: 010/63i( Chec ed: W -..®Date: APRIL 2000 Job No. 99406.10 Sheet No. 0 40 10 >Ikeets Now FILE WAM la \+C\11�IT' flMi�llM�fi!!� M UPDA'lft FEB 03 2000 14, 47E 51 CREATED SEP 05 2000 1* to 38 PLEITTEDi FEB 04 2000 101 051 44 PEASLEY RIDGE SW 1/4, SW 1/4, SEC.11, T.21 N., Rm4 E., AND NW 1/4, NW 1/4, KING COUNTY, WASHINGTON NTERSEC OT THRUST BLOCK I o -P CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 18 4 4) 1CD 2 "` O 1— M i CO) C of MATCHLINE 24+00 SEE BELOW BURIED SEC.14, T.21 N., Ro4 E., W.M. LOCATED WITHIN GRAPHIC SCALE 20 40 so ( IN FEET ) 1 inch = 40 ft 17+00 SEE BELOW Q LID Co IE 12" CMP 401.53 OF WASEj�,itl' I : _4. , J `'' '''• 19635 -' ExPIRES 3.- 7 00/ F� 0 KEY NOTES U1 REFER TO LAKEHAVEN UTILITY DISTRICT WATER PLANS PREPARED BY AHBL ENGINEERS AND PLANNERS. Q REFER TO KING COUNTY STORM DRAIN, GRADING, ROAD AND TESP PLANS PREPARED BY AHBL ENGINEERS AND PLANNERS. O CONSTRUCT TYPE 1 SANITARY SEWER MANHOLE, PER 160 DETAIL ® CONSTRUCT SANITARY SEWER FORCE MAIN. (HDPE SDR17) O CONSTRUCT SANITARY SEWER (GRAVITY) MAIN. (PVC SDR35) ® CONSTRUCT SANITARY SEWER PUMP STATION. 70 REMOVE AND REPLACE EXISTING FENCE AS NECESSARY TO ACCOMMODATE CONSTRUCTION. REMOVE AND REPLACE EXISTING 12' CULVERT AS NECESSARY TO ACCOMMODATE CONSTRUCTION. ® SANITARY SEWER TERMINAL FORCE MAIN CLEANOUT, PER DETAIL CONNECT HDPE PIPE TO PVC PIPE PER MANUFACTURERS SPECIFICATIONS. SS10 10 SANITARY SEWER FORCE MAIN AND WATER CROSSING, PER DETAIL SS10 11 GRAVITY SEWER MAIN AND WATER . MAIN CROSSING, PER DETAIL SS10 12 REMOVEDAND REPLACEpEXISTING STREET SIGN/MAILBOX. 13 AIR RELEASE/VACUUM VALVE, PER DETAIL e SS1 14 DEFLECT SANITARY SEWER FORCE MAIN TO GAIN CLEARANCE FROM EXISTING POWER POLE. DEFLECT PER MANUFACTERS SPECIFICATIONS. 15 REPAIR/REPLACE EXISTING CONCRETE RETAINING WALL AS NECESSARY. 16 PROTECT POWER POLE DURING CONSTRUCTI V 4 17 O FORCE MAIN THRUST BLOCKING, PER DETAIL 18 TYPICAL PIPE TRENCH, PER DETAIL 4) 19 CONNECT TO EXISTING SANITARY SEWER MANHOLE, I.E. 479.39 RECHANNEL EXISTING MANHOLE AND RELOCATE LADDER RUNGS TO THE NORTH SIDE OF EXISTING MANHOLE. 20 REVERSE / VERTICAL THRUST BLOCKING, PER DETAIL SS10 21 CONSTRUCT SANITARY SEWER FORCE MAIN BELOW STORMDRAIN LINES. PROVIDE 1.5' MINIMUM VERTICAL CLEARANCE. BURIED UTILITIES LOCATED WITHIN eeweTSANIfARY FOR 10 CITY OF AUBURN MH #606-39 A 37+ 4 T San k � r - 484.75 479.29 { Sine 1 Record Drawing Certification These drawings conform to the Contractor's construction records. By o`- Jat t i67 Date 19-0i Title/Position /''ffffk "� Confirmed by City. Date O sI O a I ( N 30' —: PK Nall LF 8' D.I. I I PROJECT REF: FA000-0008 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS Approved By Date Approved: LLJ J Z —Z U W EXPIRES 2 REUSE OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED AEREIN, AS AN INSTRUMENT OF PROFESSIONAL SFRNCE IS THE PROPERTY AHBL AND IS NOT TO E USED IN MMOLE OR OR IN PART FQR ANY OTHER CT IMTHOUT THE WIfITTEN AUTHORIZATION OF AHBL qC � mm INCa 0 WU. =j IL W jEt CL oc 0 ( m 0 CL th co a? N N O t") LO N J N W W Z W as in 0 00 a> 4 W z 2 Z) O Cl) O x 0 00 c O 0 a Scale: 1"=40' Designed: CEE Drawn: MRK/MEM Checked: KKW Date: APRIL 2000 Job No. 99406.10 Sheet No. SSO9A 9 of 10 Sheets a� 0 OAS-Blik.0"'I T DR�-*'J"' FILENAMEi R'\C\1999\99406\99406SS9.DWG UPDATEDt FEB 03 2000 14,47,51 CREATEDi MAR 23 2001 11,29,17 PLOTTED, FEB 04 2000 10105144 TI 22-1 /2° BEND TABLE 1: BEARING VALVE OF SOIL SOIL TYPE LBS. S.F. ALLUVIAL SOIL 1000 SOFT CLAY 2000 FIRM CLAY 4000 WET SAND 4000 SAND AND CLAY MIXED 4000 FINE DRY SAND 6000 HARD CLAY 8000 COARSE DRY SAND 8000 GRAVEL 12000 GRAVEL AND SAND, WELL 16000 CEMENTED HARDPAN OR HARD SHALE 20000 MEDIUM ROCK 40000 ROCK UNDER CAISSONS 50000 HARD ROCK 160,000 PEASLEY RIDGE SW 1/4 SW 1/4 SEC.11 T.21 N., Rn4 E. AND NW 1/4 NW 1/4, KING COUNTY, WASHINGTON 2-#6 BARS PLACED AROUND PIPE FITTING AND EMBEDDED INTO T14E CONCRETE THRUST BLOCKING R TIE ROD I TURNBUCKLES THREAD 6" 45° BEND PIPE DIA TEST PRESSURE PSI BEND ANGLE CONCRETE VOLUME Ft. CUBE SIZE F t TIE ROD DIA TIE ROD EMBEDMENT „ 4 250 11.25° 6 1.8 5/8• 17" 22.5° 12 2.3 45° 22 2.8 6" 250 11.25° 14 2.4 5/8• 17" 22.5' 27 3.0 45° 1 50 3.7 8" 250 11.25° 25 2.9 5/6• 17" 22.5• 48 3.6 45° 1 89 4.5 10" 250 11.25' 38 3.4 5/8" 17" 22.5° 75 4.2 45' 139 5.2 12 250 11.25° 55 3.8 5/8• 17" 22.5• 108 4.8 0. 200 5.8 7 9" 24• 14" 25Q 11.25° 75 4.2 5 8" 17" 22.5° 147 5.3 3 4' 20" 45° 272 8 5 1" 27" 16" 250 11.25° 1 98 4.6 5 8• 17" 22.5° 192 S.8 7 24• 45° 355 7.1 1 18• REVERSE /VERTICAL THRUST BLOCKING NOT TO SCALE EXIST. ASPHALT PAVEMENT - - - 48" MIN, EXIST. 8" AC 18" MIN. WATER MAIN `- ENCASED SANITARY SECTION SEWER FORCE MAIN EXIST. 8" AC WATER MAIN---•�.,_ ,�,., 10' MIN. I I 10' MIN. I 9' 9' I PROPOSED 6" SANITARY SEWER FORCE MAIN `- ENCASED SANITARY SEWER FORCE �xjMAIN. ENCASEMENT SHALL MEET CRITERIA SPECIFIED IN D.O.E. C1-9.1.4 ELM SANITARY SEWER FORCE MAIN/ 2 WATER MAC R SSG MOT TO SCALE EXIST. 8" ASBESTOS CONCRETE WATER MAIN _EXIST. PAVEMENT ELEVATION=413.2t C> IE=480.75t 10' MIN. 10' MIN. 9' 9' JOINT FREE ZONE - - - - - - - - - - - - - - - PROPOSED 6" IE=479.40 AT D.I. SEWER MAIN WATERMAIN GROSSING NOTE: 1. CONTRACTOR SHALL FIELD VERIFY INVERT ENCASEMENT CENTERED ELEVATION OF EXISTING WATERMAIN AND AT WATERMAIN CROSSING - NOTIFY ENGINEER OF ANY CONFLICTS. ENCASEMENT SHALL MEET 2. CONTRACTOR SHALL USE EXTREME CRITERIA SPECIFIED IN DOE C1-9.1.4 CAUTION WHEN WORKING WITH THE ASBESTOS CONCRETE WATERMAIN. GRAVITY SEWER MAIN/ .� WATER MAIN CROSSING NOT TO SCALE 24" MANHOLE FRAME AND COVER (SEE S1-005.01 24" s 48"0 MANHOLE (SEE SHEET S1-001-01 BRASS SUCTION ADAPTOR CAST INTERNAL LUG FEMALE SWIVEL ADAPTOR TO CONVERT 2-1/2" NP "T" FEMALE TO 2-1/2" HOSE THREAD, ELKHART MODEL NO. 419 OR APPROVED EQUAL 6"I . 4 ' Q BRASS PLUG W/ CHAIN, HOSE THREAD, ELKHART MODEL N0. 311 OR APPROVED EQUAL 45° BEND, DI CL 52 PRECAST REINFORCED GRADE RING(S) SET IN CEMENT GROUT. MAXIMUM OF 2 GRADE RINGS ALLOWED ON NEW MANHOLES CONCRETE COLLAR ° (SEE S1-004-01) 8" Q w C:1 12" NON SHRINK GROUT ,--FORCE MAIN 12"MIN CONNECT HDPE FORCE MAIN AND DI SPOOL PER MANUFACTURERS ;• RECOMMENDATIONS p _ DUCTILE IRON CLASS 52 V91 Q 4" MIN., 8" MAX. Q 316SS PIPE SUPPORT PEA GRAVEL BASE tTURBED NATIVE SOIL TERMINAL FORCE MAIN CLEANOUT (FOR 3" AND LARGER FORCE MAINS) NOT TO SCALE SEC.14 T.21 N., Rm4 E. WJAM VALVE WRENCH EXTENSION BOX PER CITY OF AUBURN STANDARD DETAIL WAVW-1 PLUG VALVE, DEZURIK OR APPROVED EQUAL 30' 12't EXIST. PVMT. w zw �o z C.D U W RESTORE EXISTING ROADSIDE DITCH (56TH AVENUE SOUTH ONLY) DEX&M TAPE 44::V 2-4 6 A SOW E FO #4 02 Matti 1% Cie � T S-T47A par NOT TO SCALE 48" MIN. COVER SEMEit FOW MAIN .41T14 30' 15' 15' 12'f 3 EXIST. PVMT. e w, I3 z U- U- =o to W CD CD PROVIDE DETECTOR TAPE- I WITH TRACE WIRE - 48" MIN. COVER 24"� PROPOSED 6" SANITARY SEWER FORCE MAIN SECTION NOT TO SCALE U1 30' 13't 10't I3 EXIST. PVMT. w I z �o z = ca v Fr 10' MIN. I - 48" MIN. COVER 24I \PROVIDE DETECTOR TAPE WITH TRACE WIRE EXIST. 8" ASBESTOS CONCRETE WATER MAIN PonpncFn r," CANITARY SEWER FORCE MAIN SECTION NOT TO SCALE Record Drawing Certification These drawings conform to the Contractor's construction records. By Dater/;-0/ Title/Positiori sue'•" y 1 rvieci N^- 40 Confirmed by City. Date PROJECT REF: FAC00-011M' THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS Approved By. - -� Date Approved: 0 N m Cr EXPIRES 216101 OF DOCUMENTS THIS D AND THE WAS AND DESIGNS iNC IiEREIN AS AN INSTRUMENT OF PR SE IS THE PROPERTY OF AH T TO 6E USED IN WHOLE OR OR IN ANY OTHER PROJECT WITHOUT THE AUTHORIZATION OF AHBL rn Cu CV rn M to CV LU of saa rn M 00 M w z 0 rn x 0 m m � o 0- Scale: AS SHOWN Designed: CEE Drawn: MRK/MEM Checked: KKW Date: APRIL 2000 Job No. 99406.10 Sheet No. SS10 10 of 10 Sheets I7F " 030 10 aF 16 7 0 AS-6-1jJ uAvV{IvU FILENAME, Ri \C\1999\99406\99406SS10. DWG UPDATEID APR 21 2000 11, 21, 34 CREATED, SEP 052000 14117103 PLOTTED, APR 26 2000 141 24104 TI 22-1 /20 BEND TABLE 1: BEARING VALVE OF SOIL SOIL TYPE LBS. S.F. ALLUVIAL SOIL 1000 SOFT CLAY 2000 FIRM CLAY 4000 WET SAND 4000 SAND AND CLAY MIXED 4000 FINE DRY SAND 6000 HARD CLAY 8000 COARSE DRY SAND 8000 GRAVEL 12000 GRAVEL AND SAND, WELL 16000 CEMENTED HARDPAN OR HARD SHALE 20000 MEDIUM ROCK 40000 ROCK UNDER CAISSONS 50000 HARD ROCK 160,000 _I C,() KEY NOTES Qaf PEASLEY RIDGE ry LMJIm L 1 REFER TO LAKEHAVEN UTILITY DISTRICT WATER PLANS Z PREPARED BY AHBL ENGINEERS AND PLANNERS. Z ���;�. GRADING, LL11'SW 1/4, SW 1/4, SEC.11, T.21 N, Rn4 E., AND NW 1/4, NW 1/4, SEC.14, T.21 N., Rn4 E., W.M. „�oRED a��, KING COUNTY, WASHINGTON 2-#6 BARS PLACED AROUND PIPE FITTING AND EMBEDDED INTO THE CONCRETE THRUST BLOCKING WITH TURNBUCKLES THREAD 6" 450 BEND PIPE DIA TEST PRESSURE PSI BEND ANGLE CONCRETE VOLUME F is CUBE SIZE Ft TIE ROD DIA TIE ROD EMBEDMENT 4" 250 11.25' 6 1.8 5/8' it 22.5' 12 2.3 45' 22 2.8 6" 250 11.25' 14 2.4 5/8' 1r zz5• 27 3.0 45. S0 3.7 8" 250 122�5• 5/8' 1r 48 &e 45' Be 4.5 10" 250 11.25' 38 3.4 5/8' tr 22.5' 75 4.2 45 1 12" 250 5/8, 1r 2is• 108 48 45' 2W 5.8 7 8' 24' 1 4" 250 11.25' 75 4.2 5 8' 1r 2z.5' 147 5.3 3 4' 20' 45 272 8.5 1 1 6" 250 11.ffi• 98 4.6 AN 1r 2.M' 192 5.8 7 8' 24' 45• 1 355 1 7.1 1 1 9 8' 30 REVERSE /VERTICAL THRUST BLOCKING NOT TO SCALE WETWELL ACCESS 10 23 PUMP STATION PAD RISERS (2). SEE SHEET ELEV. = PER PLANS SS5 FOR LOCATION RIM =47 ¢744.14(W,) 4 d . d f---I 84" DIA. WETWELL r Y'� L-JWETWELL FANI I I 8. OUTLET 1 E 47 0,20 1 I I- (, L F 8" DIA. PVC PIPE I I I I I_ ACCESS LADDER I I -I I I - EL=462:w 4G¢ a O L_J I I 0 8' SEWER INLET JEL=460:64 460.43 IIv M P ON (FULL BUILDOUT) M� EL=458.54 PUMP OFF j� (FULL BUILDOUT do INITAIL CONDITIONS) EL=45w 454,55 EL=452.87 a • d r-� I ® I I- - -I I I I- - -I 28 I I EL=460.79 REDUNDANT PUMP ON EL=459.29 I I (FULL BUILDOUT- REDUNDANT PUMP ON I - ( MERCURY SWITCH) (INITAL CONDITIONS- I EL= 459.04 MERCURY SWITCH) I_ - _ PUMP ON ,EL=458 54 I (INITAL CONDITIONS) REDUNDANT PUMP OFF - (FULL BUILDOUT do INITAIL CONDITIONS - MERCURY SWITCH)1 r I I 1 1 ~ - 6'0 STEEL PIPE d G 1-1/4" PVC SUMP PUMP - PIPING (SCH 80) 3' DRYWELL ACCESS RIM = 476.25 m a a a a 716 a a Q a a CONNECT TO 6" STEEL #4 0 12-MIN. SPACING 1.50' SUCTION PIPES. SEE SHEET P3. I.E. = 455.54 28' N Q a_ PUMP STATION ELEVATION 2 NOT TO SCALE GRAPHIC SCALE 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. 40 O �. IV I PUMP STATION PLAN SCALE: 1" = 10' A! BASE COMPACTED TO 95X COMPACTION OF BACKFILL SHALL CONFORM TO WSDOT SECTION 7-08.313 23 CLASS 52 DIP PUMP STATION PAD ELEV. =PER PLANS ' d '�44 a 4 In , �_ __1 URMIJ IFI-Iff 11m, ff-I W 18LF 6" HDPE (NO JOINTS) CONNECT HDPE PIPE TO STEEL DISCHARGE PIPE PER MANUFACTURERS SPECIFICATIONS. (SDR 17) #4 0 12-MIN. SPACING 15' PUMP STATION SECTION NOT TO SCALE ENGINEERS AND PLANNERS. ~ N �3 MWIIMMM TYPE 1 SANITARY SEWER MANHOLE f705-02, PER DETAIL 7 � � � x ILL N W s N - - - - ® =160116T SANITARY SEWER FORCE MAIN. (HDPE LM..I ' I ; SDR17) J Z Z GMSA Y6; SANITARY SEWER (GRAVITY) MAIN. (PVC > C� o SDR35) - Z © COPIS SANITARY SEWER PUMP STATION BY U w . SMITH AND LOVELESS. SEE SHEET P3 FOR PUMP STATION LAYOUT. 4 sTRUCTIIA L REMOVABLE WINCH MANHOLES AND 7 �ti N NG PLAN VIEW O Gs� s SANITARY SEWER CLEANOUT, PER A H B L E CRANK rL COVERS 90 °6E:11W) DETAIL 1 � o S �� e 1,41VD PLANNER$ WETWELL SEE DETAIL a" dA P2 L C O WALL MOUNTED EXPLOSION PROOF 175 W METAL 350 LB WORM ACCESS a HAUTE FIXTURES. DRIVE WINCH LADDER d 10 LOCKING WETWELL ACCESS UDS. LIDS SHALL BE CITY OF AUBURN STANDARD LIDS FOR PERMIT REQUIRED Q1 CONFINED ENTRY SPACES. H 11 PLACE WETWELL AND PUMP STATION ON 6' THICK C] WET WELL REINFORCED CONCRETE PAD (2015), #4 REBAR 0 12' MIN. SPACING. _~_! ° STAINLESS i 2 WETWELL FAN WITH 8" OUTLET. CONNECT TO 8' PVC STEEL LIFT PIPE. i p® CABLE _ Cn KOR-N-LOC 4 13 INSTALL FOUR 17 POUND MAGNESIUM ANODE PACKS BOOT A PER MANUFACTURERS SPECIFICATIONS. THE ANODE Q PACKS WILL BE PROVIDED BY THE STATION EFFLUENT CARRIER MANUFACTURER. SEE SHEET P3 FOR ANODE PACK i LOCATION. STAINLESS o STEEL 1 1/2" DIA STAINLESS 14 EMERGENCY DIESEL GENERATOR WITH BASE MOUNTED Q Q Q Q Q Q 5 BASKET STEEL GUIDE PIPES, FUEL SYSTEM, 36 HOUR MINIMUM RUNTIME, AUTOMATIC Cr (2) REQUIRED TRANSFER SWITCH AND WEATHERPROOF HOUSINGS. COORDINATE WITH PUGET SOUND ENERGY AND S do B. COS, PUMP SUCTION 15 TELEMETRY MOTOR CONTROL AND AUTOMATIC act, R$ Olt ��0�',• TRANSFER SWITCH PANEL BY S do B. 3/4" WATER METER, BACKFLOW PREVENTION DEVICE ° a .d AND WATER SERVICE. SEE SHEET W1 FOR EXACT a LOCATION. e. °de a v a. D. 17 8' PVC PIPE. FOR CONTINUATION OF DUCTWORK IN ssjONAL 9�6/00 ELEVATION wETwELL SEE DETAIL 2 xPl 2 6 ^I TO 48' c 48' MIN. 6"HDPE FORCE MAIN RECOMMENDATIONS a ROCKGRATE DETAIL P2 REUSE OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIGNS 18 CONCRETE BOLLARDS. (2 PLACES} INCORPORATED AEREIN AS AN INSTRUMENTOF RTY OF NOT TO SCALE AHBI ANDrISLNOT TO��E USED IHE IN WHOLE OR OR IN PART FOR ANY OTHER PROJECT IMTHOUT 19 POWER SUPPLIED TO GENERATOR BY PUGET SOUND THE UITTEN AUTHORIZATION OF AHBL ENERGY. 20 2-3' CONDUIT, SCHEDULE 80. O 2-3" CONDUIT, SCHEDULE 80. 4-1' CONDUIT, SCHEDULE 80. rn cm CV O 2-3" CONDUIT, SCHEDULE 80. rn 2-3/4" CONDUIT, SCHEDULE 80.to 2' 1' 1' 23 7.5" THICK REINFORCED CONCRETE PAD (36 30'), #4 REBAR 0 12' MIN. SPACING. Ad d 1• 24 1 - SIAMESE PUMPING PORT W/ WATERTIGHT CAPS W J j - I 1 - 6MGATE VALVE (FLxMJ) P1 0 Q .J (PORT TO BE SIZED AND THRE TO MATCH W co- AUBURN'S PUMP DISCHARGE PIPE FITTINGS) � Z CONNECT TO CONCRETE AS W SPECIFIED BY MANUFACTURER 25 MOUNT 3/4" HOSE BIB BELOW GRADE. WALL MOUNT PROTECT WITH APPROVED CITY OF AUBURN VALVE BOX. TOP OF FINISHED GRADE.LVE BOX TO BE SET FLUSH WITH W lu GRADE M NTED NI-H 1 T 26 PROVIDE ASSOCIATED US101 ZINC PLATED WALL F OU ® MOUNTED sLEEVE.INST t. PER MANUFACTURERS Co ~ = SLEEVE MOUNT RECOMMENDATIONS. 4 Q W P2 U as NOT TO SCALE 27 PROVIDE ROCKGRATE AT OUTLET TO PUMPSTATION CL _ rn WETWELL CONTRACTOR SHALL COORDINATE SCHEDULE M FOR ROCKGRATE REMOVAL WITH THE CITY OF AUBURN. OD SEE DETAIL/ 3� P2 PUMP STATION DESIGN NOTES 28 INSTALL MERCURY WETWELL FLOATS MANUFACTURED BY S do B INC. INSTALL PER S do B SPECIFICATIONS. z INITIAL COND111ONS FULL BUILDOUT PEAK I (FLOW 37.0 GPM 202.0 GPM TOTAL HEAD LOSS - 61.71 FT. 61.71 FT. START UP TOTAL HEAD LOSS - 63.81 FT. 63.81 FT. PIPE FLOWING FULL DESIGN PUMPING RATE 275.0 GPM 275.0 GPM 29 INSTALL PROCESS SENSORS AS SPECIFIED BY THE S can do B INC. TELEMETRY DESIGN. ® PROVIDE ASSOCIATED WESTERN COMPANY ZINC C Cl) PLATED WALL MOUNT SLEEVE WITH CURVED BACKPLATE. FASTEN TO OUTSIDE OF DRYWELL PERCO o MANUFACTURERS RECOMMENDATIONS. m o a 31 PROVIDE D-RING WITH ANCHORAGE PLATE, ULTRA-LOK 0- c� WITH 20 FOOT 1 INCH POLY -WEBBING, AND CARABINER. ATTACH TO DRYWELL PER Scale: AS SHOWN MANUFACTURERS RECOMMENDATIONS. Designed: CEE PROJECT REFEREHCE� FAC00-0008 9/i��oo �11e°N,s1,Q�e MRKVVIA/ MEM ti E'- 09 WASi 19635 L LAND EXPIRES & - 2,3 -Z O of Date: APRIL 2000 Job No. 99406.10 Sheet No. P2 2 of 5 Sheets IP=, 0�d:T 1Z Dr- Ib Q 6 6S� �7 65 AS -BUILT DRAWING � � �� 16 3 � FI LENANEP REP 06 2000 1 s 399406P2. DWG UPDATED. APR 18 2000 11: 27:OS CREATED. SEP 06 2000 13� 390 43 PLOTTED a APR 18 2000 13� 27� 51 J- 6 5/ / OLD ! ) I V / ` 6 ' 6-b U I L I U KMVV I II U CREATED SEP 06 2000 13# 441 06 PLUI IEU, MAR L/ ifUUU 1*1 44, 10 I F- T1 1 - r MCC ENCLOSURE _ _J PROJECT REFEREIIE. IFA Record Drawing Certification THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN These drawings conform to the ENGINEERING DIVISION'S REQUIREME14TS Contractor's construction records. By Date Approved B�..� ! 'LA— y� Title/Position Date Approved: ! !O Confirmed by City. Date F.A.C. # (1 EQUIPMENT PROVIDED BY OTHERS, NOT INCLUDED IN PROPOSAL PF " 030 01 D M 3 l I UTILITY FS DISCONNECT OFF ON 100A P2 P3 METERING KW KVAR i ATS —o 1OOA PS P7 15A POWER ) METER 0 P6 GEN SET P8 -� 3/4 BLOWER F- v EXPIRES 10/12/00 MCC 480V 30 4W 22K AIC \30A \30A 20A l J �7.5 KVA I1 1 i i 9 - 7 1�N Record Drawing Certification These drawings conform to the Contractor's construction records. By Date Title/Position Confirmed by City. Date ROJECT REFERENCES FA000-0008 V/04007 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS Approved By; Date Approved: I'Z • i F.A.C. # ?F� 030 I� of I6 Q 605. 7D� o1D 163t PEASLEY RIDGE SW 1/4, SW 1/4, SEC0119 T.21 N., R II11 E., AND NW 1/4, NW 1/4, SECE149 T021 N., 11114 E., W.M. UTILITIES/SERVICES SURVEYOR DEVELOPER KING COUNTY, WASHINGTON WATER: LAKEHAVEN UTILITY DISTRICT SADLER / BERNARD k ASSOC., INC, DhE INVESTMENTS, LLC BENCHMARKS LEGAL DESCRII)TION SEWER: CITY OF AUBURN 12714 VALLEY AVE. E.. SUITE B P.O. 80X 930 CITY OF AUBURN BENCHMARK 26-K (NGVD 29 VERTU POWER/GAS: PUGET SOUND ENERGY SUMNER, WA 98390 SUMNER, WA 98390 BRASS SURFACE MOPl. AT INTERSECTION OF 56TH OTS 9, 16 AND 17, WEST AUBURN FIVE ACRE TRACTS TELEPHONE: US WEST COMMUNICATIONS PH. (253) 826-8135 PH. (253) 922-9331 AVE.. S. ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15 SCHOOLS AUBURN SCHOOL DISTRICT #403 FAX (253) 826-8136 FAX (253) 735-0968 AND ELEV.S= 516.01 ST AT PAGE 12 RECORDS OF KING COUNTY WASHINGTON.FIRE: FEDERAL WAY DISTRICT �'.i9 Bays OF BEARINGS: PARCEL NUMBERS. PUMP STATION DESIGN PUMP STATION TELEMETRY PLAT OF WEST AUBURN FIVE ACRE TRACTS. 926280-0085, 9262e0-0045, 926280-00e0 CIVIL ENGINEER ADS EQUIIPMENT s & e, INC. AHBL ENGINEERS do PLANNERS 650 S. ORCAS, SUITE 114 13200 S.E. 30TH ST. --.—.-- --. -- --- crernr wn e01nv Q 5 Q 15TH ST W v a S 316TH ST S 318TH ST 167 S 320TH ST S 321ST ST SITE Qj 1 � 2 � w ST Rp 18 CONTACT: SEAN COMFORT' BELLEVUE, WA 98005 by STRUN 2215 NORTH 30TH STREET, SUITE 300 TURq� ECG CONTACT: STEVE AZOSE CONTACT: IKE STEAD \y w AHBLE VICINITY MAP PH. (206) 763-3600 PH. (425) 644-1700 GRAPHIC SCALE � PH. (25, WA 984033) 383-2422 FAX (206) 763-3012 FAX (425) 746-9312 100 0 W 100 200 4W PLUS N TS PH. (25 FAX (253) 383-2572 ITT Ia�o . r `gas, _.. ��� 92tcaX1 ( FEET 1 inc = 100 ft. W 30' DW00 FKV-0 It s W"oealp. Fes. • :, WDOLPH A. "RELAX .,SHF_- 4PSM Out 18th Street ry i n T PIC NaB _ S 318 T ,�.._.�,.. S88 59 06 W — — — , a "35, cot 49M� s - � I i;x iI¢ 50 2 92 53 52 51 926 7" 54 11 I I +4a I r , Martgymo�t at the Souihweot Comer of Section 11-21 4 - (7/ 8/1998):, f, 1 2 3 I 4 5 �I 6 w — —-KOORY CHASMI SSMH 06 39 — — — — RIM 484.75 o I 9262W-M I I 6 I DAYT W HP614S 9? -00 1 a I I 1 to IC* G m a 40 7 ' JAWS LA VW DW4 TRACT '-- to i' /TRACT IC' "tE`�TLANti Of/ South 320th Street _ tm �0 U� 3 LO -s `a TIP STOC N " GENERAL NOTES 9 _ 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. TRACT V 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND -- I REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION R _.µ ,t r (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, 1998 OR LATEST EDITION EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT N--_ - - - PROJECT SPECIFICATIONS. `y _4 .. a Wfift romce 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE STANDARD 4 �1 CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILABLE I "�' AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT KEY MAP � � � _ PLANS. 4. A PRE —CONSTRUCTION METING SHALL BE REQUIRED PRIOR TO ANY ON —SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. NOTES: 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND 1. TOPO BY SADLER/BERNARD AND ASSOCIATES. FACIU11ES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER PHONE: (253) 927-8884. 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING 2. TRACT 'D' AND TRACT 'E' WILL BE UTILIZED FOR STORM WATER CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE-CALL DETENTION FACILITIES. (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 3. TRACT 'B' AND TRACT 'E' WILL BE UTILIZED FOR RECREATION 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE AND OPEN SPACE. NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR 4. TRACT 'C' - WETLAND BUFFER. DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD 5' � a Wire CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S. 31 TH PACE 31 32 30 1 33 I■ 2. 29 34 Z 28 35 W 27 36 26 37 25 I 38 I I I - lipr� 18 \ 16 17 22 23 . =Tr S' RE , 4_ 43 ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. NOTE TO SURVEYOR: THE SANITARY SEWER SYSTEM, PUMP STATION AND FORCE MAIN ARE ON CITY OF AUBURN DATUM. SHEET INDEX SHEET NO. SHEET TITLE P1 SANITARY SEWER PUMP STATION COVER SHEET P2 PUMP STATION DETAILS P3 PUMP STATION DETAILS P4 LIFT STATION BLOCK DIAGRAM CONTROL CIRCUITS P5 LIFT STATION POWER ONE — LINE AGENCY STANDARD DETAILS DRAWING NAME DRAWING NUMBER �J VALVE WRENCH EXTENSION BOX WAVW-1 CITY KEY CITY — CITY OF AUBURN STANDARDS CONSTRUCTION SEQUENCE 1. CONSTRUCT AND MAINTAIN THE EROSION CONTROL FACILITIES SPECIFIED ON THE EROSION CONTROL PLAN. 2. ATTEND A PRE —CONSTRUCTION MEETING WITH THE CITY OF AUBURN, AHBL AND ADS EQUIPMENT. 3. INSTALL WETWELL AND PUMP STATION. CONTACT STEVE AZOSE AT ADS EQUIPMENT FOR INSPECTIONS OF THE PUMP STATION PLACEMENT. 4. CONNECT GRAVITY LINES AND FORCE MAIN TO THE WETWELL AND PUMP STATION. 5. POUR CONCRETE PAD AND INSTALL GENERATOR, WETWELL FAN AND WATER SERVICE AS INDICATED ON THE PLANS. 6. MAINTAIN EROSION CONTROLS AS NECESSARY DURING CONSTRUCTION. 7. COORDINATE A FINAL INSPECTION OF THE PUMP STATION WITH THE CITY OF AUBURN AND ADS EQUIPMENT. Q 6 05-,, 705_ J Cn Q v= W :D z � z U � r �V CnQf W dW _I z > C� —z U W C 0 J r e� eF L 6 m C0 LEGEND EXISTING DESCRIPTION PROPOSED sSIOI 6 MONUMENT EXPIRES 2 t b / 01 R.O.W. LINE REUSE OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIGNS LOT LINE INC ROFESSISIONAL �SEERRVICt AS THE STRUMENT P OPERTY OF AHBL AND IS NOT TO 6E USED IN WHOLE OR EASEMENT LINE — — — — OR I P PART, FOR ANY TH R PROOF A WITHOUT THEROAD CENTER LINE - . .�_ TREE 424 CONTOUR _... __......_ . —_— 39$ -0- POWER POLE co WOOD FENCE Cl) N CHAIN LINK FENCE o 0 0 GUARD RAIL Q SIGN � N MAIL BOX BARRIER E - M 4C V ROCK WALL co J ® WATER METER ■ cc HYDRANT AkM ju W WATER LINE w � O STORM MANHOLE C■O Co ® CATCH BASIN ■ F" STORM LINE D W Uj W W SAN. SEWER MANHOLE • J W z SAN. SEWER CLEANOUT • ca Co O FORCE MAIN CLEANOUT O Q >. W AIR VACUUM RELIEF VALVE KRJ W = as SAN. SEWER LINE S a' ��,., co 00 E EDGE OF PAVEMENT Z CURB, GUTTER & SIDEWALK z .' : i C RIP RAP PAD N Q OVERFLOW SPILLWAY W z U) ASPHALT PAVEMENT 0 co QUARRY SHALL ACCESS X ROAD.. m U -• C ____..._ ,...0 m EX. BUILDING a t Scale: 1" = 100' Designed: DMG PROJECT REFERENCES FACOO-0008 Drawn: MEM Record Drawing Certification These drawings conform to the Contractor's construction records. Date - i9-oi Title/Position Iff" f l ®4" �^" r Confirmed by City. Date Checked: KKW THESE PLANS ARE "APPROVED" FOR Date: APRIL 2000 CONFORMANCE WITH THE CITY OF AUBURN Job No. ENGINEERING DIVISION'S REQUIREMENTS 99406.10 Approved B,�� Sheet No. y:_ Date Approved: P 1 of 5 Sheets 16 3 -D U I LT DRAWING FILENAME, R, \C\1999\99406\99406P1. DWG UPDATED, MAR 27 2000 14, 26 CREATED, SEP 06 2000 13,37129 PLOTTED, MAR 27 2000 09, 20, 16 GRAPHIC SCALE ( IN 7W ) 1 fwh - 60 !k ■r�1�.`MOUNTING & REMARKS 4#V PROVIDE i "i DAVIT ARM . M2AC10S3M1GMC32 120W SPECIFICATIONS AND CITY OF RN STANDARD NSTRUCTION NOT �1 2" CONDUIT WITH (2) #8 AWWG—Cu CONDUCTORS PLUS GROUND. ® PROVIDE DETER PEDESTAL PER PUGET SOUND ENERGY (PSE) STANDARDS. 3U 2" CONDUIT WITH (3) #6 AWG—Cu CONDUCTORS PLUS GROUND. ® STUB AND CAP 2" CONDUIT. GENERAL NOTES 1. LIGHTING CONDUIT SHALL GO IN SAME TRENCHES AS POWER. COORDINATE WITH PSE. 2. COORDINATE WITH CITY OF AUBURN FOR ANY AND ALL CONSTRUCTION STANDARDS. 3 • COORDINATE WITH SPECIFICATION FOR CONDUIT USE AND TYPE REQUIREMENTS. 4. ALL STREET CROSSING SHALL B HOT DIPPED GALVANIZED STEEL CONDUITS. [5. THE STREET LIGHTING SYSTEM IS THE RESPONSIBILITY OF THE PEASLEY RIDGE HOMEOWNERS ASSOCIATION UNTIL SUCH TIME AS THE SUBDIVISION IS ANNEXED TO THE CITY. _ 6. COORDINATE WITH ALL OTHER UTILITY, POWER, GAS, WATER, CABLE TV, ETC... Record Drawing Certification These drawings conform to the Contractor's construction records. By Date Title/Position Confirmed by City: Date ELECTRICAL LEGEND SYMBOL DESCRIPTION POWER CONDUIT (PSE) SERVICE DROPS (PSE) M TRANSFORMER (PSE) F JUNCTION BOX (PSE) - — — — -- - LIGHTING CONDUIT 0 LIGHTING JUNCTION BOX -► LIGHT STANDARD (] SERVICE CA — SKYLINE SERIES 477 00—A1 METER PEDESTAL 1 A 8-24-00 PROJECT REF: FAC -00— ?/V•e THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS Approved By: D .�� Date Approved: N Z 0� d1 t�► A u,i 3 dr-4 <ui h- H w- a cc.,, ti . e� 1ST L ExP €s 612101 —] 0 z IMM W W Cr) DRAWN BY: HMS CHECKED BY: CAH REMIONS: 1 4--25-00 7-9-00 DRAWING No. DATE: 3-17-00 PROJECT No. 2OD-011 a� Pj " 030 16 or 1(, 1 d Si 7 OIL43t