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HomeMy WebLinkAbout02D1655H w 0 0 0 N 0 0 (D LD a 0) a 0 0 cn / T Cn rr LO LjD a / m CU CD cn 0 z 4 J W Y Q J FA GRAPHIC SCALE 1w 0 50 too 200 kK ( IN FEET ) 1 inch = 100 ft. DATUM NAD27 (CITY OF AUBURN) NVGD 29 VERTICAL LEGAL DESCRIPTION BENCHMARK PIERCE COUNTY RIGHT OF WAY AS RECORDED BRASS MON. AT SE CORNER OF B.N.R.R. UNDER AFN's # 8708190411 BRIDGE SPANNING THE STUCK (WHITE RIVER) # 9703120171 (REFERRED TO UNDER PIERCE COUNTY DATUM AS # 9906021036 B.M. 0-11 (USGS) STD. DISK STAMPED "100 1913" # 9906250510 ELEVATION = 100.42 (CITY OF AUBURN) # 9907090701 # 9907190049 # 9907190056 # 200002070180 # 200002070196 T.B.M. CENTER OF SANITARY SEWER MANHOLE LID 5' NORTH AND 6' WEST INTERSECTION OF EVERGREEN WAY S.E. AND 58TH PL. S.E. ELEVATION 572.50 (AUBURN) I I 0 "NER-TAPPS HCHWAY EAST. EXTENSION PUBLIC SANITARY SEWR and WATER - COVER SHEt: I' A PORI OF THE SE. V4 OF 61, AND THE S 1/2 OF SECTION 5. TOWN0 NIP 20 NORTH, RANGE 5 EAST, WAL CITY OF ALS"� COUNTY, WASHNGTON ORION APO .1"FF"T .5 PARCEL NO. 052005_3�1-___o • PAnC;EL NO. Tmrw v.. . . -� -� -- - - - -- - -- - - - - - - OWNER/bEVE 0M- EVERGREEN TUCCI PARTNERS, LLC 1302 B PUYALLUP STREET SUMNER, WASHINGTON 98399 CIVIL ENGWEER: APEX ENGINEERING PLLC 2601 .SOUTH 35TH STREET, SUITE 200 TACOMA, WASHINGTON 98109 PHONE (253) 473-4494 FAX (253) 473-0599 GEOTECHNICAL ENGINEER: ASSOCIATED EARTH SCIENCES 724 ERICKSON AVENUE N.E., #204 BAINBRIDGE ISLAND, WASHINGTON 98110 PHONE (206) 780-9370 FAX (206) 780-9438 157� z SMH#1611 - , uj cc 0 \ LL. r \ --J •; SSMH#1611-01 , 0/// PARCEL NO. 05"oO���®��� o5�o 00���®��� SSMH#1611-10 ryro•.' ' I � � y .' �S� ��asf':4> tea' � b !.�2'Y 'L�b32iFY..� �`� �� PAAH t✓ �--ate NU. a \ ® AWMA PACflC ELLINGSON RD �� o w AUBURN w w 3RD AVE SE KWG ST o S� LAKE V N Q m S �O KING COUNT' q `� ¢SE WAY SEEEN w Q C* PIERCE COUNTY V,f, �, ��LLJ LILJ 8TH ST E x I v �1 ® Od r1 s1 z` r1 1 PERK COUNTY i k LAKE TAPPS PARKWAY _ VICINITY MAP SCALE 1 " = 1 /4 MILE AATE.22i of- f � I � SSMH1611-111 l SSMH#1611-12' MH#1611-09 •� : =� . 9�: 1 r s R30JECT AREA , f 60 PARCEL i1 lJ U't.:./�1� U \I4%a �O VL�ti:l �.% 5®�®Odf ; .`. F:.\` ► /, NO _ - GENERAL CONSTRUCTION NOTES SSMI-!#1611 13 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF ' ®C Cl REQUIREMENTS AND SPECIFICATIONS.¢ 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE WASHINGTON STATE DEPARTMENT OF f TRANSPORTATION (WSDOT/APWA) STANDARD SPECIFICATIONS FOR ROAD, f� BRIDGE, AND MUNICIPAL CONSTRUCTION" LATEST EDITION, EXCEPT WHERE ® , SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS ` EXISTING STORM DRAIN TYPE It CATCH BASIN AND DEVELOPMENT PROJECT SPECIFICATIONS. EXISTING CATCH BASIN 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF AUBURN STANDARD CONSTRUCTION NOTES, DETAILS AND SPECIFICATIONS AVAILABLE WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. CONSTRUCISEOUENCE AT THE JOB SITE ALONG EXISTING SANITARY SEWER MANHOLE 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE PROPOSED CATCH BASIN (BY OTHERS) WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 1. CALL ONE -CALL LOCATE FOR THE LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. (1-800-424-5555). PROPOSED STORM DRAIN TYPE It CATCH BASIN (BY OTHERS) IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF 2. HOLD PRECONSTRUCTION CONFERENCE. CITY OF AUBURN (CHRIS ESTEP) - (253) 931-3010 PROPOSED SANITARY SEWER MANHOLE CHAPTER 19.122 REVISED CODE OF WASHINGTON. PRIOR TO STARTING, ONE-CALLA-800-424-5555) FOR CITY OF BONNEY LAKE - (253) 862-8602 CONSTRUCTION, THE CONTRACTOR SHALL CALL LOCATIONS SANITARY SEWER, STORM SEWER, GAS, POWER, 3. CONTRACTOR AND DEVELOPER WILL BE RESPONSIBLE FOR ALL EROSION CONTROL MEASURES PROPOSED TEE TUTILITY ELEPHONE TELEVISION). LEPHONE AND AS NECESSARY. 4. INSTALL SEWER SYSTEM. PROPOSED HORIZONTAL BEND 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR 5. 6. INSTALL ALL OTHER UTILITIES. CLEAN CATCH BASINS 8Y REMOVING SEDIMENT AND DEBRIS. PROPOSED CROSS DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING 7. HYDROSEED ALL SLOPES AND OTHER AREAS TO REMAIN UNWORKED. CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 8. VERIFY STABILIZATION OF SITE. PROPOSED FIRE HYDRANT 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE 9. CALL CITY OF AUBURN AND / OR CITY OF BONNEY LAKE FOR SITE INSPECTION. TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF PROPOSED GATE VALVE THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT FOR WATER ONLY TO THE APPROVAL OF THE CITY OF AUBURN CONTRACTORS AND THEIR PROPOSED MECHANICAL JOINT SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. em�ss/� /�� PROPOSED CAP AND PLUG (CONTINUED ON PAGE 13) ONE -CALL NOTE: PROPOSED REDUCER -8 -424- PROPOSED AIR/VAC RELIEF ASSEMBLY BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS FURNISHED BY OTHERS AND VERIFIED WHERE PROPOSED BLOWOFF POSSIBLE BY FEATURES LOCATED IN THE FIELD. APEX ENGINEERING, ASSUMES NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS, OR FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO THE DESIGN. NOTE: THESE PLANS ARE ONLY TO BE USED FOR THE CONSTRUCTION OF THE SANITARY SEWER AND WATER SYSTEMS CONTAINED UPON THEM (WITH THE EXCEPTION OF LAKELAND HILLS WAY -SHEET 12). ALL OTHER INFORMATION CONCERNING ROAD AND STORM DESIGN IS SUPPLIED ON SEPARATE PLANS CREATED BY CH2MHILL. RIM ELEVATIONS WERE CALCULATED FROM PLANS SUPPLIED BY CH2MHILL, DATED 8/26/99. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL RIM ELEVATIONS WITH APPROVED PLANS PRIOR TO CONSTRUCTION. 1) COVER SHEET .'-/ Ia lti7�::;, .i 2) PLAN AND PROFILE, STA: 139+00 TO STA: 143+50 (LAKE TAPPS PKWY.) 3) PLAN AND PROFILE, STA: 143+50 TO STA: 148+00 (LAKE TAPPS PKWY.) 4) PLAN AND PROFILE, STA: 148+00 TO STA: 152+00 (LAKE TAPPS PKWY) 5) PLAN AND PROFILE, STA: 152+00 TO STA: 155+78.27 (LAKE TAPPS PKWY) 6) PLAN AND PROFILE, STA: 28+50 TO STA: 31+26.13 (LAKE TAPPS/SUMNER-TAPPS) _ STA: 155+78.27 (LAKE TAPPS PKWY.) TO STA: 31+27.35 (SUMNER-TAPPS HWY.) 7) PLAN AND PROFILE, STA: 31+27.35 TO STA: 36+25 (SUMNER-TAPPS HWY. E.) 8) PLAN AND PROFILE, STA: 36+25 TO STA: 41+50 (SUMNER-TAPPS HWY. E.) 9) PLAN AND PROFILE, STA: 41+50 TO STA: 46+00 (SUMNER-TAPPS HWY. E.) 10) PLAN AND PROFILE, STA: 46+00 TO STA: 49+75 (SUMNER-TAPPS HWY. E.) 11) SANITAAY SEWER AND WATER NOTES AND DETAILS 12) PUBLIC ROAD, STORM, SEWER AND WATER (LAKELAND HILLS WAY) PLAN AND PROFILE, STA: 80+47.34 TO STA: 83+00 13) ROAD AND STORM NOTES AND DETAILS THESE PLANS ARE HEREBY APPROVED RECORD DRAWING CERTIFICATION PROJECT REF: FAC # 00-0003 FOR CONFORMANCE WITH THE CITY OF THESE DRAWINGS CONFORM TO THE BONNEY LAKE PUBLIC WORKS STANDARDS CONTRACTOR'S CONSTRUCTION RECORDS ?-t AND SPECIFICATIONS. APPROVAL IS VALID THESE PLANS ARE APPROVED FOR CONFORMANCEE WITH FOR A PERi0i7 OF 12 MONTHS FROM THE RY' THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. DATE OF SIGNATURE DATE. Cl 717�Zc06 DATE ARE/POSITION: Approved By. It CONFIRMED BY CITY DATE: Dote Approved: 72) ® I'D 0 FF*IRES= 11-07- 00 W W O O � W r a b w �� m aW 00 00 m �m o, � wo H F; 1610 16 l I U 2 GRAPHIC SCALE 20 0 10 20 40 IN FEET 1 inch = 20 ft. SEE LAKE TAPPS PARKWAY EAST - WATER EXTENSION DESIGN BY APEX ENGINEERING FOR PROPOSED WATER SYSTEM WEST OF LAKELAND R.O.W. NOTE: SEE LAKELAND HILLS WAY PHASE 3 DESIGN BY APEX ENGINEERING FOR PROPOSED SEWER SYSTEM NORTH OF LAKE TAPPS PARKWAY. SIDEWALK (FUTURE) SUMNER TAPPS HIGHWAY EA ' EXTENSION PLAN AND PROFILE STA: 139+00 TO STA: 143+50 I A PORTION OF THE SE. 114 OF 1EC77ON 6, AND 7HE a V; OF SECTION 51 TOWNSHIP 20NORTH, RANGE 5 EAK WM CrTY OF AUBUNK ruwC,E COUNTY, WASHINGTCN LAK . . . . . . . ...... . AM . 1000' . . . . . . . . . 44 R.O.W. -7777, SIDEWALK 1+ rKicof 5 0' 1 -" 44 " 1-7- -7777'7777"--,�'�'� 7.7! N M2 -21 SIDEWALK V P'N . ... . - - - - - - - R.7 . SIDEWALK - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — - - - - R.O. W• ............ qHT 19 FOR CONTINUATION wj Co cn CN CN Lo 0) Lo 04 Cn fl CN UTLrrY <�908SWG TABLE CROWN INVERT CLEARANCE �D 57&99 (WATER) 579.99 (STORM) 1.00' 2 575.99 (SANITRAY) 577.68 (WATER) 11,69' 03 5 7& " (WATER) 582.02 (STORM) 3.33' STA: 142+7MM FFSET. 49.00 L R.O.W. SECTION LINE STA: 142+70.00 OFFSET: 49.00 R NAME qlL -DATE 19 -2 F--f P� 175 1410 1411 020 Is its Cn I --- I W CD 0 0 cv cv v C\ j c6 O m c D L _ 3 Cn O Cn (n J d 0 CL CD 0 Z Q J LLJ Y Q H GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. SECTION LINE SL&#AER TAPPS HK3HWAY EA--lq�%A PLAN AND PROFILE STA: 143+50 TO PORTM O: THE S.E. 114 OF: • ! AND TW 7 EXTENSION A: M8+00 e ootSrr, was*Qr+cN A: 146+75.00 FSET: 42.50 R R.O.W. r � 2h s V) w L 1 � ` y '-.. 6 1 2 GEAR 3 r w LF e b 1 r et• 71. p rh .x Z , r t , i 1 j.. r ; h i 1 s r- .� • W `P9 1`� r- - fe 00 r M .f 1 ne) opa CN CN oN n o ad ci `� vS 00 `� of Cs co `D a0 `� � � LO LO LO ) 144+00 145+00 146+00 147+00 148+00 PARKWAY �-` �PQpS SUMNER-TAPPS :41 v -}� •�• : • 1 - 12" x 12" CROSS (FL) ® 3 - 12" GATE VALVES (FL x MJ) 1 - 12" ADAPTER (FL x MJ) CONC. THRUST BLOCKING 1 - 12" CAP OR PLUG CONC. THRUST BLOCKING QGATE VALVE SHALL REMAIN CLOSED DURING CONSTRUCTION AND SHALL REMAIN CLOSED UNTIL THE SERVICES HAVE BEEN PROPERLY FLUSHED 1 - 12" x 6" TEE (FL x MJ) ® 1 - 6" GATE VALVE (FL x MJ) 1 - 6" FIRE HYDRANT ASSEMBLY CONC. THRUST BLOCKING 10 1 - AIR -VAC RELIEF ASSEMBLY FIELD LOCATE AT HIGH POINT OF MAIN C =1� VERT CLEARANCE 1 582.39 ATER 583.74 �ST01) 1.35' e +00 A HEt✓ �F WAS, NAME DRTEB s ww Ff F�ISTIE��'�V�� 'TIONAL EXPIRES: 11-07- a0 FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE Y-.. g,� 7/7/-tte CITY GINEER DATE NOTE: THESE PLANS L NS ARE ONLY TO BE USED FOR THE CONSTRUCTION OF THE SANITARY SEWER AND WATER SYSTEMS CONTAINED UPON THEM (WITH THE EXCEPTION OF LAKELAND HILLS WAY -SHEET 12). ALL OTHER INFORMATION CONCERNING ROAD AND STORM I DE5 GN IS PP SU LIED ON SEPARATE PLANS CREATED BY CH2MHILL. RIM ELEVATIONS WERE CALCULATED FROM PLANS SUPPLIED BY CH2MHI LL DATED 8 6 / 2 99 / CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL RIM ELEVATIONS WITH APPROVED PLANS PRIOR TO CONSTRUCTION. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DA TE: TITLE/POSITION: _ CONFIRMED BY CITY DATE: PROJECT REF: FAC f 00-0003 PoAr? 7• 00 • ©v THESE PLANS ARE APPROVED FOR CONFORMANCE MTH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. _ Dle. - � Date Approved: `7 /fa ay U0.to 1411 i s � S rt Z E a� W � o0 oa m �m Ll ts 01 1 3C4Tfld QO 1 - 0) moo � I I Q) 4 'd- rj 0 N -C 0 xa � v L- �3: o N E 0� N Q T� w 22 _j� you. cr) Z ® c CL CL - 11I! 3 `� co z Cr Lu CL W Z M ram^^ vJ WAs I F- r DATE SEAL T E;D �.� WA/( �C- �F WASy ,1F IST Q �O 18379 �✓� EWIRE& 1-31- Ok pfloje T aa"& 11 DRAW ChE:CKM SEC 5#_ T ASL A 5 E F LE NO DATE 90ALE r ' .�...._� SHEET =k FN-.E No LAKELAND Sa O� O &Are w Cn 'IC co (n ti 04 Ot Q0 0) LO CN O CN � X GRAPHIC SCALE 20 0 10 20 40 IN FEET 1 inch = 20 ft. 148+00 r'A I Lei aA mja'j a :WAIV If MV M Lo m Em I Ti TINA UA NMIbf A PORTION OF THE S.E 114 OF SECTION 6, AND 7M 8 1/2 OF SEC 1 51 TOWNSHP 20 NORTH, RANGE 5 EAST, WM. CrTY OF fltswL;l= , WASHRYGTON 149+00 lavi-vu E�Pees P ARKWAY �'' 41 KEY Y MAP I - 12" CAP OR PLUG CONC. THRUST BLOCKING GATE VALVE SHALL REMAIN CLOSED DURING CONSTRUCTION AND SHALL REMAIN CLOSED UNTIL THE SERVICES HAVE BEEN PROPERLY FLUSHED I - 12" x 6" TEE (MJ x FL) I - 6" GATE VALVE (FL x MJ) I - 6" FIRE HYDRANT ASSEMBLY CONIC. THRUST BLOCKING I - 12- TEE (FL) O2 - 12" GATE VALVES (FL x MJ) 1 - 12" ADAPTER (FL x MJ) CONIC. THRUST BLOCKING DATE 010OZ UA -00 F EXPIRES 11-07-00 1 FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE 7t/7/eav CITY G -INZE/E �R DATE NOTE: THESE PLANS ARE ONLY TO BE USED FOR THE CONSTRUCTIOP OF THE SANITARY SEWER AND WATER SYSTEMS CONTAINED UPON THEM (WITH THE EXCEPTION OF LAKELAND HILLS WAY -SHEET 12). ALL OTHER INFORMATION CONCERNING ROAf AND STORM DESIGN IS SUPPLIED ON SEPARATE PLANS CREATED BY CH2MHILL. RIM ELEVATIONS WERE CALCULATED FROM PLANS SUPPLIED BY CH2MHILL, DATED 8/26/99. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL RIM ELEVATIONS WITH APPROVED PLANS PRIOR TO CONSTRUCTION. RECORD DRAWING CERTIFICARON THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS DATE: TITLE/POSITION: CONFIRMED BY CITY DATE. PROJECT REF. FAC # 00-0003 i0ol 7 -to THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By Date Approved: `7 b $%o- f / zi u Q) Q� (7D Q� zl� C,q rr 5 L C LO 15: zxLAJ u L6 '3- t It Lcl-- >- C-L rn ,Dr- 1514 'A w- 1410 164 o20 164fl; Cn H 6L.1 3-1 WE LO cn / —J d Y Cr 0 / m r� LO N / 0 U7 1 0 Z d _.1 W Q J �f 2 a rs 1 i m Wm 0) Ln Ln Cn0 h I cp Z CV _ 1 !14 5 o', l GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. SUMNER TAPPS HK*MAY EA EXTENSION PLAN AND PROFILE - STA: 152+00 TO STA: • .27 • ry NM STA. 153+98.18 LOej" ad 00 LO od O F O - �!7 CO r\ r\ to 00 '�' t17 of O Q O r,' O � tO rclqO O cp , 153+00 154+00 155+00 c, PARKWAY V �� SUMNER-TAPPS ,LA :41 KEY MAP 1 - 12" CAP OR PLUG CONC. THRUST BLOCKING ®GATE VALVE SHALL REMAIN CLOSED DURING CONSTRUCTION AND SHALL REMAIN CLOSED UNTIL THE SERVICES HAVE BEEN PROPERLY FLUSHED 1 - 12" x 6" TEE (MJ x FL) ©1 - 6" GATE VALVE (FL x MJ) 1 - 6" FIRE HYDRANT ASSEMBLY CONC. THRUST BLOCKING 1 - 12 TEE (FL) 2 - 12" GATE VALVES (FL x MJ) �7 1 - 12" ADAPTER (FL x MJ) CONC. THRUST BLOCKING 1i I - BLOW OFF ASSEMBLY (FIELD LOCATE AT LOW POINT OF MAIN) umny agossm TABLE CROWN INVERT I CLEARANCE 1 580.84 (WATER) 581.84 (STORM) 1.00' NAME � —DATE EXPIRES 11-07-lD FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE 1,L/ 7/7/tom CITY EKGINEER DATE NOTE: THESE PLANS ARE ONLY TO BE USED FOR THE CONSTRUCTIOI OF THE SANITARY SEWER AND WATER SYSTEMS CONTAINED UPON THEM (WITH THE EXCEPTION OF LAKELAND HILLS WAY -SHEET 12). ALL OTHER INFORMATION CONCERNING ROAf AND STORM DESIGN IS SUPPLIED ON SEPARATE PLANS CREATED BY CH2MHILL. RIM ELEVATIONS WERE CALCULATED FROM PLANS SUPPLIED BY CH2MHILL, DATED 8/26/99. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL RIM ELEVATIONS WITH APPROVED PLANS PRIOR TO CONSTRUCTION. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS DATE: TITLE/POSITION.- CONFIRMED BY CITY DA TE: PROJECT REF FAC # 00-0003 .y -10 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: tol oa i`to 1611 W 0 0 CD CQ In di u7 d3 L0 0 Z3 3 a cD 0 _ cr) / J / Y Ir 0 ti CD O CJ7 O Z Q J w Y J r-i w L7 Y z� �::6 s Fes-- U Ca �Cf CI �oq / N o 4n, Y N � n Z N QI �w GRAPHIC SCALE 20 0 10 20 ( IN FEET ) 1 inch = 20 ft. ktl'f m jZj=mRLAjw ibmwjml A wVAmj'AAjW7j [0] ilk PLAN AND PROFILE STA: 29+50 TO STA: 31+26.13 (LTST) A PORT?ON OF THE S.E.1/4 OF ..cT10N s, AND THE S. 1/2 of SECTION 5, 20 NORTH, RANGE 5 EAST, W21 CITY OF A! PERM COUNTY, WASHINGTOf STA: 29+61.11 OFFSET: 56.37 L ` %® s F ... .' 8 RV END AN UT C.O.�s e Q4 A. STD. DET. SSCO-i '' ` `��• J p{? STA: 29+73.90, 52.84' LT R g5p y 53•5g�52 LE. = 580.35 49.2y'45" `�.. .' *21 15 . a" 01 Cl 5n P.E. (N) 18" IN = 57X82 I.E (E) 18" IN = 58127 ' .E. (S) 24" OUT = 5773,82 E. (W) 15" IN = 580.1$ 29+00 30+00 31+00 11 u M O"s w U) Wo U h • Ck: o C4LLJ �- "i- >`,. Cf) w .. w Q 0) 11 J %rrl W 0 N "' ¢ + (f� z cNftwo z U Co d Cow w 1 M CSi) W' Q DETM. SSMH #Mn-05 SCALE 1" = 2' UtlIL1TY C*K)GaNG TABLE CROWN INVERT CLEARANCE *I 580.59 (SANITARY) 582.00 (WATER) *1.41 *2 580.91 (SANITARY) 582.00 (WATER) *1.09 3 580.14 STORM 581.91 (WATER) 1.77' 4 579.47 STORM 580.63 (SANITARY 1.16' * SEE CLEARANCE NOTE IN PROFILE VIEW 1 - 12" CAP OR PLUG CONC. THRUST BLOCKING �•, GATE VALVE SHALL REMAIN CLOSED V DURING CONSTRUCTION AND SHALL REMAIN CLOSED UNTIL THE SERVICES HAVE BEEN PROPERLY FLUSHED I - 12" x 6" TEE (MJ x FL) ®I - 6" GATE VALVE (FL x MJ) I - 6" FIRE HYDRANT ASSEMBLY CONC. THRUST BLOCKING I - 12" TEE (FL) Q2 - 12" GATE VALVES (MJ x FL) I - 12" ADAPTER (FL x MJ) CONC. THRUST BLOCKING ®I - 22 1/2• BEND (MJ x MJ) CONC. THRUST BLOCKING NAME —DATE � EXPIRES+ 11-07- Vo THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE 71a/t4" CITY GINEER DATE NOTE: THESE PLANS ARE ONLY TO BE USED FOR THE CONSTRUCTION OF THE SANITARY SEWER AND WATER SYSTEMS CONTAINED UPON THEM (WITH THE EXCEPTION OF LAKELAND HILLS WAY -SHEET 12). ALL OTHER INFORMATION CONCERNING ROAD AND STORM DESIGN IS SUPPLIED ON SEPARATE PLANS CREATED BY CH2MHILL. RIM ELEVATIONS WERE CALCULATED FROM PLANS SUPPLIED BY CH2MHILL, DATED 8/26/99. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL RIM ELEVATIONS WITH APPROVED PLANS PRIOR TO CONSTRUCTION, RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC # 00-0003 J� # 1y� p %• f6 •6 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. �n Approved By. Date Approved: `2 /c/oo 1410 161( w Q 0 CD LL- N Q Q m cn TD 0 cn / In / Y 0 / m Ln LO cxj C) UJ I O _ J W Y Q J Q W V) cz r. V)V) hr N % a- ,G 4' c9c� o � 3 � i s 0° v u7 Y N [X / 3 V Z N W X IV F 0 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. SUMNER TAPPS HIGHWAY EAST EX 1 N M.AN AND PROFLE — STA: 31+27-35 TO STA: 36+25 mu \ NAME _ DATE 32+00 34+00 t n I UO 35+00 r c, PARKWAY `�`��MNER-TAPPS :c 1 V'raw"mM., 1 - 12" x 12" CROSS (FL) ® 3 - 12" GATE VAL YES (FL x MJ) I - 12,ADAPTER (FL x MJ) CONC. THRUST BLOCKING 1 - 12" CAP OR PLUG CONC. THRUST BLOCKING QGATE VALVE SHALL REMAIN CLOSED DURING CONSTRUCTION AND SHALL REMAIN CLOSED UNTIL THE SERVICES HAVE BEEN PROPERLY FLUSHED I - 12" x 6" TEE (MJ x FL) ®1 - 6" GATE VALVE (FL x MJ) 1 - 6" FIRE HYDRANT ASSEMBLY CONC. THRUST BLOCKING CONC 1 THRUSBTEBLOCKING MJ) Tuff VM CROWN INVERT CLEARANCE 1 582.91 (WATER) 583.91 (STORM) 1.00' 2 584.14 WATER 585.14 (STORM) I.W 3 582.57 SANITARY 584.07 (WATER) 1.50' 4 541 :` �87;60 (STORM) 2.45' 5 5! =�5wAfERj - " -' SQ775 (STORM) 1.00' EXPIRES 11-07-na_I FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE z,7�� CI4EINEER DATE NOTE: THESE PLANS ARE ONLY TO BE USED FOR THE CONSTRUCTION OF THE SANITARY SEWER AND WATER SYSTEMS CONTAINED UPON THEM (WITH THE EXCEPTION OF L.AKELAND HILLS WAY -SHEET 12). ALL OTHER INFORMATION CONCERNING ROAD AND STORM DESIGN IS SUPPLIED ON SEPARATE PLANS CREATED BY CH2MHILL. RIM ELEVATIONS WERE CALCULATED FROM PLANS SUPPLIED BY CH2MHILL, DATED 8/26/99. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL RIM ELEVATIONS WITH APPROVED PLANS PRIOR TO CONSTRUCTION. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROXCT REF: FAC # 00-0003 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. L../ _ �..✓ Date Approved: o a 1E w W �w �W J � J �O vQ Oid O 6') m aN�uO'7 00 CT1 fn o N C Lit 0 L< r� a �t (0 do-) E d 00 U M F— L0 0 ��t�tLu ' a5 ;c-L3 a cj) W � Q� 3 w DATE1Li? �' ' coo �.� W AKFF ,� OF WASy,L�` 18379 IONALRE��1 EXPIRESi 1-31- C> U PROJF_CT MANAGER JERR1r WAKEAELD r=Qk-u BA, J.E. L BA, J.E. M.W T R ��\26673 1 ? I& s LANIM SM H vF 1610 1611 oa.D gist cn F—i w 0 0 0 N m v 0 m c L 3 m Irl In J a rr 0 r� CD cU 0 cn 0 z Q —I W Y Q J h-i GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. AUBURN,SUMNER TAPPS FfiGFflfVNNAY EAST EXTENSION PLAN AND PROFLE,- STA: 36+25 TO STA-41+50 srolA Vw 20 NORTH, RANGE 5 EAST, W.M. ClTY OF , STA. 40+50.00 OFFSET 33.00 L--,,� --,- ! ..�-.......�:. - _ --- -p--- ! _ --.-.. - _•_ - -�� �'.- .�-^'- - - ---- - STA: 36+50.00 _ ---._ _ _ - - _ _ _ _ _ _ _ . _,_.. --,�•--- - - M --� �Z L _ _ R.O..,_. _ _ - - - _ _ _ _ _ _ _ - A 6. 50' ..._ 23 Lf A 2''0. fN CL I,5�----- - ____ _ _ ---- - - _ ..AID- 20 LF 6 01 CL 53 s h . 4 ti 6.50' ✓ Y 5:4 x �:, xt rd7}�',�2.: ti $ F "4', f r� 3 �`"'k� n ` t 3 E. :.l SIXWALK —_ ...,.. _ .. y : ,., . .,..,:., .�, .. c i Once, S .•: !F STk. 36+50.00. OFFSET. 33.00 R w SIDEWALK �.� _ ..--�- - — - OFFSET 33.00 R 0 8" CAP �,,, _ �,,,,,,,,-.....�.. _-•-- -. r .n....�► — ! ..r....�+�1*�+��.... ! �.� � ! ....,..- — ,� ice. I SWA<x c, PARKWAY Asti 121 N © T H 0- 4 s'ZinlUrQ1,• a- • z 1 - 12" x 12" CROSS (FL) o Q 3 - 12" GATE VALVES (FL x MJ) 1 - 12" ADAPTER (FL x MJ) a CONC. THRUST BLOCKING 1 - 12" CAP OR PLUG CONC. THRUST BLOCKING GATE VALVE SHALL REMAIN CLOSED DURING CONSTRUCTION AND SHALL cn REMAIN CLOSED UNTIL THE SERVICES NAVE BEEN PROPERLY FLUSHED I - 12" x 6" TEE (MJ x FL) I - 6" GATE VALVE (FL x MJ) 1J 1 - 6" FIRE HYDRANT ASSEMBLY CONC. THRUST BLOCKING :t 1 V nLff Y cnoswya TILE CROWN INVERT CLEARANCE 1 588.37 (WATER) 590.02 (STORM) 1.65' (WATER) 598.01 (STORM) 1.00' ffi597.01 602.88 WATER 603.88 (STORM) spy .. LW SSMH#1611-08. TYPE 1 - 4870 TA 3 0O f : _..,..... `, t,.Q.. W.... ..._.._._..._.. ..... ..,: ._... ..... .._.... _._.. �.. . ..�., .f.. R1M = 594.6$ I = 41 �; I.E. E 8 N 58 . 0 _ W) I.E. (W) 8 OUT - 584.00 " TE ON SANITARY SEWER OVER 15 FEET IN I I.E. (SE) 8 IN = 584.10 52 �� ` - .. - - 0 p Cl t DEPTH, PVC SDR 21 W/CORN SEALuj f �' z 12 ♦� i _ �_.. - r B00TS MAY BE USED IN PLACE OF - ___ ._..____.._... ._ ..- ---.. .. .... _... _..;_._..._.�._...n-w-...._._......_.._:_, _....._._, _..._..... ..............._.__...____.. ............ ....... _...... ... ..... ........ - - _-._..... ..., ........_._ _ .. _._.. _.,.._air... n►.�rn�.o.c_.i�,�-�.,r,�cac_ .. .. ....__>._......_.. _..__... _..__.._....._... __.�_..__..._, i Fri, s 37+00 M4 0 39+00 40+00 41+00 THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE 20�L4/ /7/L CITY EW.INEER DATE NOTE: THESE PLANS ARE ONLY TO BE USED FOR THE CONSTRUCT! OF THE SANITARY SEWER AND WATER SYSTEMS CONTAINED UPON THEM (WITH THE EXCEPTION OF LAKELAND HILLS WAY -SHEET 12). ALL OTHER INFORMATION CONCERNING ROAD AND STORM DESIGN IS SUPPLIED ON SEPARATE PLANS CREATED BY CH2MHILL. RIM ELEVATIONS WERE CALCULATED FROM PLANS SUPPLIED BY CH2MHILL, DATED 8/26/99. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL RIM ELEVATIONS WITH APPROVED PLANS PRIOR TO CONSTRUCTION. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC J 00-0003 Apm 7• to • ao THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By: _� Dote Approved: t& d 161a 1611 Cn w Q CD Ov �o 0 m c L 3 3 rn 0 U) T -1 d Cr 0 i m co Lo CU 0 U) 0 Z <t W Y Q J GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. 42+00 r rr— IrI,. SUMMER TAPPS HIGHWAY EAST EXTENSION PLAN AND PROFILE - STA: 41+50 TO STA: 46+00 TOWNSFIP 20 NORTH, RANGE 5 FAST, WJA CITY OF AUBURN, PERICE COUNTY, WASHlNGTON 43+00 STA: 44+50.00 -OZSE,T 33`00 L R� 1127' 0 d ` 9252 1 E ) D tK Qq SUMNER - TAPPS HIGHWAY EAST STA: 41+50 TO STA: 46+00 ........... _... _ ...__.. _ ..... F E 1" = 5' VERT f jl�b�W f 44+00 45+00 46+00 S PARKWAY V �PQe SUMNER- :41 KEY MAP I - 12" x 12" CROSS (FL) ® 3 - 12" GATE VALVES (FL x MJ) 1 - 12"ADAPTER (FL x MJ) CONC. THRUST BLOCKING I - 12" CAP OR PLUG CONC. THRUST BLOCKING QGATE VALVE SHALL REMAIN CLOSED DURING CONSTRUCTION AND SHALL REMAIN CLOSED UNTIL THE SERVICES HAVE BEEN PROPERLY FLUSHED i - 12" x 6" TEE (MJ x FL) ©1-6"CATEVALVE(FL xMJ) 1 - 6" FIRE HYDRANT ASSEMBLY CONC. THRUST BLOCKING UTIffy TABLE CROWN INVERT CLEARANCE 1 612.36 (WATER) 613.36 (STORM) 1.00' L%g C3 MLPD)U D LU NAME DATE $"Z.p's.r EXPIRES+ 11-07- f)b FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE y'-V •.,.� 7l7/rtlw CITY E14INEER DATE NOTE: THESE PLANS ARE ONLY TO BE USED FOR THE CONSTRUCTION OF THE SANITARY SEWER AND WATER SYSTEMS CONTAINED UPON THEM (WITH THE EXCEPTION OF LAKELAND HILLS WAY -SHEET 12). ALL OTHER INFORMATION CONCERNING ROAD AND STORM DESIGN IS SUPPLIED ON SEPARATE PLANS CREATED BY CH2MHILL. RIM ELEVATIONS WERE CALCULATED FROM PLANS SUPPLIED BY CH2MHILL, DATED 8/26/99. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL RIM ELEVATIONS WITH APPROVED PLANS PRIOR TO CONSTRUCTION. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC j 00-0003 M 7•!® • OA THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. L_�, Dote Approved: -7JI-Plao � g N O N � y► LAJ W 14 Ct 161D 1611 010 it, ss R w 0 CD 0i Ln CO 0 m 0 2 00 Cn J O.. / Y is O m f� CO CU 0 Ti C.2 z a Y Q J 20 GRAPHIC o SCALE 40 ( IN FEET ) 1 inch = 20 ft. 21.00'f 13'f 12' TRENCH SHORING PROPOSED FINISH GRADE 4.8'f ,—EXISTING GROUND 4.5't 20.50't EXISTING GAS LINE PIPE BEDDING AND BACKFILV N\--8" 0 SANITARY SEWER PIPE PER CITY OF AUBURN STND. DTL. GEPT-2 SANITARY SEWER I BENCH DETAL FOR EASEMENT C N. T.S. SUMNER TAPPS HIGHWAY EAST EXTENS10-i _N_ PLAN AND PR - STA: 46+00 TO STA: 49.75 A PORTION OF THE aE 1/4 OF WC 1 6, AND THE S.1/2 OF SECTION 5, 20 NORTH, RANG S EAST, WAt CITY OF At&M, PIERCE COUNTY, WASHNGT'ON it �. NOTE: OAS Cl AND DEPTH UA LA ELAND '.� ._.... - PROP. LINE LOCATION AND CONSTRUCTION CONTRACTOR � REPRESEN TA TI BPA FCAAT t IArr `..1 nnarr rn,ansans, 1 HIGH POINT ELEV = 621.81 HIGH POINT STA = 48+87.62 PVI STA = 48+50 PVI ELEV = 622.15 A.D. = -1.60 K = 124.75 200.00' VC vJ INFORMATION PROVIDED BY PIERCE COUNTY \EXISTING 30" HIGH d PRESSURE GAS LINE t NOTE.4.50' COVER BASED OK POTHOLE EXACT :LOCATION OF THE 26" AND 30" GAS INFORMATION PROVED BY PIERCE COUNTY _. �_... r.:...LINES ARE. APPROXIMATE_ONLY, CONTRACTOR, SHALL :DETERMINE LOCATION AND DEPTH 0 Z --� _ PRIOR TO CONSTRUCTION SUMNER �' T AY EAST ►., THE GAS LINES CONFLICTS. . ...I AND NOTIFY ENGINEER OF ANY CONTRACTOR SHALL NOTIFY WILLIAMS PIPELINE ST* 46!+M TO STA' 40+75 L, _ .... AND THEIR REPRESENTATIVE SHALL BE PRESENT PRIOR.. �'4 CONSTRUCTION. AROUND..GAS MA INS............_ 1" 20' HORIZ ,......._..._ _....:.... ...... ..._ " ,.._... 600. 4 ,... ; ...... (CALL H06 COX # 20&-915-9598) LF"/ PVC SDR 21 0.509 246 46$00 47+00 48+00 lrsruu �CAPo�` Qua Q ��d4 NAME L_DATE v` •Z 4'L i S PARKWAY QS QP SUMMER- TAPPS F�Kff ASAP a 10 1 - AIR -VAC RELIEF ASSEMBLY FIELD LOCATE AT HIGH POINT OF MAIN 12 CONNECT TO EXISTING 12" MAIN. DUE TO THE PROXIMITY OF THE TWO EXISTING MAINS, THE FINAL DETERMINATION OF HOW THE CONNECTION IS MADE, INCLUDING VALVES AND BLOCKING, SHALL BE DETERMINED AFTER AREA HAS BEEN POTHOLED AND EXACT DEPTHS AND CLEARANCES HAVE BEEN ESTABLISHED. CONTRACTOR SHALL VERIFY LOCATION, I. E.'S AND FITTINGS PRIOR TO CONSTRUCTION. CONTRACTOR TO ALSO NOTIFY ENGINEER OF ANY DISCREPANCIES AND COORDINATE WITH THE CITY FOR ANY ADJUSTMENTS. I - 12" TAPPING SLEEVE 1 - 12" TAPPING VALVE (FL x Md) CONC. THRUST BLOCKING - SEE DETAIL SHT.11 CROWN INVERT CLEARANCE 1 611.65t (26" GAS) 614.91 (WATER) 3.26'f (1' MIN) 2 612.00+ 30" GAS 614.61 (WATER) 2.61'f (1' MIN) .w . EXPIRES+ 11-07-C FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE 1/7/. CITY E GINEER DATE NOTE: THESE PLANS ARE ONLY TO BE USED FOR THE CONSTRUCTION OF THE SANITARY SEWER AND WATER SYSTEMS CONTAINED UPON THEM (WITH THE EXCEPTION OF LAKELAND HILLS WAY -SHEET 12). ALL OTHER INFORMATION CONCERNING ROAD AND STORM DESIGN IS SUPPLIED ON SEPARATE PLANS CREATED BY CH2MHILL. RIM ELEVATIONS WERE CALCULATED FROM PLANS SUPPLIED BY CH2MHILL, DATED 8/26/99. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL RIM ELEVATIONS WITH APPROVED PLANS PRIOR TO CONSTRUCTION. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTORS CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE. PROJECT REF: FAG 0 00-0003 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. 'L'e �__<< Dote Approved: c 0 1410 1411 �Au Z 3 3 QD 3 m ca a�Q5 C� N�hr .0 Lo� M 0 N = a, 649 0 -E Q �LZ o d N 0 E4 d- 0 �r Ln N r� y, W ,t� am y"+' �i �-�W+ �QJ Iw 0)0 W �� 0C co Z r� vJ W L.J r DATE SEALED -7 wAK�F ASH` �- fl 18379 `vim � G R I$TE �S�ONk. EXPIRES. 1-31 - PRojrCT MoAiw4mm 01�!�1 AVVN PA CHECKS 1i,r..,,..,,,..,�� SEC _M� T MS R FL.E No k \LMELAND--IIss73 DATE R&M-- SCALE r - Z SHOT'' JR OFIR FLE NO LAKELAND SO. 02 0 14 ,45 , i w 3 ti 00 Cl) S J a. Y cc O / m cc N O cn I O z a W Y J E 0 r= W 4 M ti s i s F12 Y a 3 / LO 04 N O 1 0 z W Y 1. THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2 X 4, FOUR FEET (4') LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3'). THE LOWER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1') SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT ONTHE 2X4. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 3. UNLESS OTHERWISE APPROVED, THE CITY OF AUBURN SHALL DO ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION. WATER PLAN NOTES 1. TV CABLE, ELECTRIC AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARA71ON FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET. 2. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED PROFESSIONAL SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 3. DURING CONSTRUCTION, THE PUBLIC STREETS ADJACENT TO THIS PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION, AS DIRECTED BY THE CITY. 4. PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETING ANSI SPECIFICATIONS A-21.51 OF LATEST REVISIONS AND SHALL BE MINIMUM THICKNESS CLASS 52. PIPE SHALL BE CEMENT -LINED, IN ACCORDANCE WITH ANSI SPECIFICATION A- 21-4 OF LATEST REVISION. PIPE CLASS FOR 4" PIPE AND 6" HYDRANT SHALL BE CLASS 53. 5. ALL WATER MAINS SHALL HAVE MINIMUM COVER OF 42 INCHES. 6. ALL VALVES FOR WATERLINES SHALL BE RESILIENT WEDGE GATE VALVES. 7, JOINTS, EXCEPT WHERE OTHERWISE REQUIRED OR SHOWN ON THE DRAWINGS SHALL BE EITHER MECHANICAL -BOLTED TYPE OR PUSH -ON RUBBER RING GASKET TYPE, CONFORMING TO AMERICAN NATIONAL STANDARD A-21.11. 8. PIPE FITTINGS: PIPE FITTINGS SHALL BE DUCTILE IRON AND SHALL BE THE SAME KIND OF COATING, LINING, AND STRENGTH AS THE PIPE TO WHICH CONNECTED AND SHALL CONFORM TO ANSI SPECIFICATION A-21.10 AND A-21.22 OF LATEST REVISION. 9, HYDROSTATIC TESTS OF THE NEW PIPE LINE SHALL BE MADE IN ACCORDANCE WITH THE "PROCEDURE FOR WATER -PRESSURE TESTING WATER LINES" AND THE LATEST PROVISIONS OF AWWA C-600, EXCEPT AS MODIFIED HEREIN. ALL EQUIPMENT NECESSARY TO MAKE THE TEST SHALL BE FURNISHED BY THE CONTRACTOR, AND THE CONTRACTOR SHALL CONDUCT ALL TESTS UNDER THE SUPERVISION OF THE ENGINEER. PRESSURE TESTS SHALL BE MADE ON ALL PIPING AND APPURTENANCES INSTALLED UNDER THIS CONTRACT, INCLUDING ALLCONNECTIONS TO EXISTING MAINS AT A MINIMUM TEST PRESSURE OF 200 PSI. 10. DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR TO CONNECTION TO THE EXISTING WATER LINE AND SHALL BE IN ACCORDANCE WITH THE LATEST PROVISIONS OF AWWA C-601. 11. BLOCKING FOR VERTICAL AND HORIZONTAL BENDS SHALL BE PER CITY OF AUBURN/BONNEY LAKE LSBL-1. 12. FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO CITY OF AUBURN/ BONNEY LAKE LSBL-2 AND LSBL-3. 13. CONTRACTOR SHALL OBTAIN ANY NECESSARY WATER METERISERVICE PERMITS FROM THE WATER PURVEYOR PRIOR TO CONSTRUCTION. 14. ALL VALVE BOXES IN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE WITH THE CITY OF AUBURN/BONNEY LAKE LSBL-5. 15. BLOW -OFF VALVES SHALL BE CONNECTED TO THE BOTTOM OF WATER MAINS. PER LSBL-8 AND LSBL-9 AS APPLICABLE. 16, WATERLINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON THE DRAWINGS AND SHALL NOT BE CHANGED WITHOUT CITY APPROVAL. 17. BACKFLOW DEVICES REQUIRED WITH FIRE PROTECTION AND IRRIGATION SYSTEMS, AND TO BE INSTALLED PER THE CITY OF AUBURN/BONNEY LAKE LSBL-4 AS APPLICABLE. 18. STREET CURBS SHALL BE PAINTED WITH FORMULA WID-Y1 (YELLOW) 15 FEET EACH SIDE OF ALL FIRE HYDRANTS, AS DIRECTED BY THE CITY. 19. ALL WATER MAINS SHALL HAVE A BLOWOFF ASSEMBLY AT LOW POINT AND AN AIR VACUUM RELIEF VALVE AT HIGH POINT OF MAIN. AIR AND VACUUM RELIEF VALVE SHALL BE PER CITY OF AUBURN STANDARD DETAIL LSBL-7 BLOWOFF. BLOWOFF ASSEMBLY SHALL BE PER CITY OF AUBURN/BONNEY LAKE LSBL-8. 20. WATER LINE CONSTRUCTION SHALL CONFORM TO CITY CONDITIONS AND STANDARDS FOR EXTENSIONS TO THE CITY WATER SYSTEM. CONTRACTOR REQUIRED TO POSSESS THE LATEST REVISION OF SAID STANDARDS DURING CONSTRUCTION. 21. ALL DEFLECTIONS OF DUCTILE IRON PIPE TO BE PER MANUFACTURER'S RECOMMENDATIONS. 22. TYPICAL LOCATION FOR HYDRANTS, BLOWOFF, AND AIR/VACS SHALL BE 2 FT. BEHIND WALK WHERE WALK IS ADJACENT TO CURB AND 3FT. BEHIND CURB WHERE WALK IS BEHIND PLANTER STRIP (IF APPLICABLE). SUMNER TAPPS HIGHWAY EAST EXTENSION SANITARY SEWER and WATER - NOTES AND DETAILS A PORTION OF THE S.E.114 OF ACTION 6, AND THE S.112 OF SECTION 5, TOWNSHIP 20 NORTH, RANG 5 EAST, W.M. CITY OF AISURN, PCOUNTY, WASHINGTON FOR NEW 8" MAIN: 8"x4" REDUCER (FLxFL) FOR NEW 12" MAIN: 12"x8" REDUCER (FLxFL 8"x4" REDUCER (FLxFL) FOR NEW 16" MAIN: 16"xl2" REDUCER (FLxFI 12"x8" REDUCER (FLxFL 8"x4" REDUCER (FLxFL) NEW WA TER MAIN FLANGE COUPLING ADAPTER. J SIZE AS REQUIRED TO MATCH NEW WATER MAIN 2" PRESSURE TESTING ASS'Y, 4" BLIND FLANGE W/ 2" IPS TAP 2" PIPE (SxS) LENGTH TO FIT 2" GATE VALVE (SxS) COUPLING PER CITY REQ'S NEW WATER MAIN LENGTH AS REQUIRED MATCH NEW WATER MAIN CLASS AND SIZE CONNECTION DETAIL N.T.S. FOR EXIST. 8" MAIN: 8"x4" REDUCER (FLxFL) FOR EXIST. 12" MAIN: 12"x8" REDUCER (FLxFL) 8"x4" REDUCER (FLxFL) FOR EXIST. 16" MAIN: 16"x12" REDUCER (FLxFL) 12"x8" REDUCER (FLxFL) 8"x4" REDUCER (FLxFL) Z MAIN I LRIYVL u��r'LING ADAPTER. SIZE AS REQUIRED TO MATCH EXISTING WATER MAIN NOTE: BACKFLOW PREVENTION ASSEMBLY REQUIRED FOR TESTING CONFIGURATION AT CONNECTION TO EXISTING MAIN(S). FINAL CONFIGURATION SHALL REPLACE BACKFLOW PREVENTION ASSEMBLY WITH SPOOL TO MATCH NEW WATER MAIN CLASS AND SIZE. LENGTH TO FIT. COUPLING PER CITY REQ'S EX. WATER MAIN ATTACH 4" DISCHARGE HOSE 4" GALV. 90` BE! 4" GATE V/ 4" GALV. IRON PIPE THREADED LENGTH TO 3 3191 O q a N I I w o� acr 2.WY ZY m m Z Z cO U U L N LV. IRON PIPE DED LENGTH TO FIT 4" 90° WITH 4" CLOSE NIPPLE BETWEEN CAP/BLIND FLANGE AND 4" 90' BEND PROVIDE CONCRETE THRUST BLOCKING (NOT SHOWN) 4" TEMPORARY SLOW OFF ASSEMBLY N.T.S. 1,1040 EXPIRES- 11-07- op FOR WATER ONLY THESE PLANS ARE HEREBY APPROVE[ FOR CONFORMANCE NTH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE ,,4�f V� 7/71A'w CITY E GINEER DATE NOTE. THESE PLANS ARE ONLY TO BE USED FOR THE CONSTRUCTI01' OF THE SANITARY SEWER AND WATER SYSTEMS CONTAINED UPON THEM (WITH THE EXCEPTION OF LAKELAND HILLS WAY -SHEET 12). ALL OTHER INFORMATION CONCERNING ROAI AND STORM DESIGN IS SUPPLIED ON SEPARATE PLANS CREATED BY CH2MHILL. RIM ELEVATIONS WERE CALCULATED FROM PLANS SUPPLIED BY CH2MHILL, DATED 8/26/99. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL RIM ELEVATIONS WITH APPROVED PLANS PRIOR TO CONSTRUCTION. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DA TE: PROJECT REF: FAC # 00-0003 ,,4Pj7 7 •to . oa THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved BY. Date Approved:_7/ H IA \� OF 13 1610 1611 ©Aall A S% H w CD 0 C, Q 0 In 0 a S U) Cn J d Y Q 0 M L0 IO 0 0 Z w Y w Ln Q m 3 � a � 1 �4 N F25 U J % Q a� a � l S W U N o^ Z N d � W w GRAPHIC SCALE 20 0 10 20 40 JEL ( IN FEET ) 1 inch = 20 ft. NOTE: i SEE LAKELAND HILLS WAY PHASE 3 DESIr N BY APEX ENGINEERING FOR ROAD AND UTILITY DESIGN NORTH OF LAKE TAPPS PARKWAY. j o i o , - --A- - ley 70, Lu SUMNER TAPPS HIGHWAY EAST EXTENSION LAKELAND HILLS WAY PUBLIC ROAD, STORM, SEWER, AND WATER PLAN A PORTION OF THE S.E.1/4 OF SECTION 6, AND THE S.1/2 OF SECTION 5, TOWNSW 20 NORTH, RANGE 5 EAST, W M CITY OF AU13LM, F E:COUNTY, WAS *JGTON -S-TA:-8r+66.45 _ - - CAPPED END OFFSET: 41.71 L _ i.� I.E. = 575. 1 �� __.STA: 81+66.87 30 LF 12" CAPPED END \\ OFFSET: -11,65 L Flo DIP CL 52 �, E. = 572.66 -- a `t STA: 83+20, 14.36' LT CAPPED OR PLUGGED END t I.E. 572.28 '7 ----- -- 3 Q I INTX. iF I AKFL AND HILLSI WAY S.E V + 734 S35'10 ZU t JE469.69 r _ FACE B# s` ""' , C 3 - �+�tSMH#1610-14 730. n.Y �- n®w ww e.-- a L i10 a v S -- -- n, 99, FACE OF TEMPORARY CAP OR PLUG END 0 CB FOR _`FrIT( RE STORM POND15 --_ I � 6' SIDEWALK STA: 83+15, 6.97' RT STA: 81+20.32, CAPPED OR PLUGGED END / 42.38' RT. I.E. = 575.94 LE. = 569.70 CAPPED EN6'-` , 1 / C) ~4 ` I.E. = 575.55 n. CBjj TYPE 2 48"0 W1 THRU CURa INLET STA = 82+59.62 - 17.76 LT RIM = 579.87 " ..._..___....-...-._.---__......_..---_._-.._..___._._.._-....._. _._......._____........__..__..._._....,___. _....__ .-.__. __..._.__..__....._ .... .. ...... ... _..........___. __......__ _ .-.. __. _..._...... __....._..�.__._.....______.___... _ ......LJw - ._ 15 .. IN. _.-_ 572.41 ... _. ;_..._ ........____.__ 2 4 SD 600:_-__._............ ..... .......... _...... _.__-..._._._..._..__._._._.........._..-____.-...__.__.__...,i _ - • 100% LOW POLAR BtY44 LE. $4" IN - 57i.66 CB 1 TYPE 2 moo LOW POINT STA = 82+59.62 I.E 24" OUT = 571.66 I s STA _ _ PW STA 82+25 CB 2 48"0 W THOU CURB INLET - + . RIM = 581.76 PV! ELEV <= 580.05 S 9. 2 - 176RT RIM 24A IN = I A.D. 2.60 $4°8tN l E. S 569.95 I.E. N 24 OUT 569.95 �€ 571:31 _ - ! EN OUT 57131 I.E. W 24" OUT = 569.95, K - '�7.fi9 24" - ` ( MPORARY CAP OR PLUG ® CB) 150.Ob' VC PROPOtED CB ` PER LT.P.E. STORM Y ESM, INC.) TA = 80+13.80 - 16.830 RT SSMH 1610-14 TYPE 1 - 48"� SSMH 1610-15 TYPE 1 - 48"0 RN - + 1.90 STA =_ 81.+56.05..-- 5.00._.RT ., . _......_..._,.,- ..... _.. _ _ . _.m ............. _.._.... 590 r _ STA _ 80+5fi:99 - 5.00 RT _ LE N 24 1N - 568 $If �, RIM - 581.22 3 RIM = 583.15 I.E. E), 15" IN = 579.40 " + 00 LE. S) 8" IN = 575.15 v o co 1.E. S 12 IN = 574.40 w o �n I.E. W) 30" OUT = 568.38 " oo � I.E. W 8" IN = 575.15 z o + 00 „ - i.E. �E� 15 IN = 574.25 I.E. E 8" !! = 575.15 5 N Lo I.E. (S) 24 IN - 568.88 1. E. N 15" OUT = 5 74.15 s c�'� " = Q O > > I.E. N) 12 OUT 574.82 m Ix c > m PROPOSED FINISH w EXISTING GRADE .a 2.09% _ --- GRADE''@ ROADWAY ®ROADWAY I CENTERLINE CEN TERLINE I• l 0.70% 580'-........_. __...-..... - -�- h 16" O.LP• 1. WATER MANY STA: + 83+15, 5.28' LT i 157 LF a"! PVC SDR 5 M 0 50% CAPPED END LF12" o PVC SDR35 ®0. � µ y -LIP v .I M 1 2 LE 1 II �i4mm soft l� 570 _._.... A� sr ! LJ 106 LF 2400 SD 0 1.007- INTX. LAKELAND HILLS WAY, STA. 80+47.34 = LAKE TAPPS PARKWAY, STA. 141+08.86 R f= V = SR3 43 € PC STA: 81+17.03 + 11 80+00 81 +00 82+00 LAKELAND HILLS WAY - EXTENSION 4 STA 80+47.34 to STA 83+00 SCALE: 1 " = 20' HORIZ. 1" = 5' VERT =ANI" TARY SEWER STA: ; 83+15, 6.97' RT CAPP M OR PLUGGED__EN _.__ . STORM MAIN STA::83+20, 14.36' LT CAPPED OR PLUGGED END 83+00 UTILITY CROSSINGS APPROVED BY DIRECTOR OF PUBLIC WORKS DATE 1 - 12" TEE (FL) Q1 - 12" GATE VALVE (FL x MJ) 1 - 12" 11 1/4' BEND (FL) 2 - 12" ADAPTERS (FL x MJ) CONC. THRUST BLOCKING Q1 - 12" CAP OR PLUG TEMPORARY BLOW OFF ASSEMBLY CONC. THRUST BLOCKING 0 1 - 12" CAP OR PLUG CONC. THRUST BLOCKING GATE VALVE SHALL REMAIN CLOSED DURING CONSTRUCTION AND SHALL REMAIN CLOSED UNTIL THE SERVICES HAVE BEEN PROPERLY FLUSHED 11 1 - BLOW OFF ASSEMBLY (FIELD LOCATE AT LOW POINT OF MAIN) ROADWAY SECTION N. T.S. w MINOR ARTERIAL Q (LAKELAND HILLS WAY) STA: 80+47.34 to STA: 83+00 =1 c� I a PIPE INVERT ELEV. PIPE CROWN ELEV. O 575.31 ( SEWER) 573.79 (WATER) 574.53 (WATER) 573.53 (STORM) 27. I CONCRETE S10Eft LK 3% 3% 2"CS TC 1' 6" GRAVEL BASE OR SUITABLE COMPAC ED NATIVE MATERIAL 9.5' 6' .5' CL. "E" ACP - 4" CL. "B" ACP - 2" 19, 19, I 35 CATCH BASIN NOTES: 1, ALL CATCH BASINS ARE TO BE EQUIPPED WITH W.S.D.O.T. STANDARD PLAN 132A FRAME AND GRATE UNLESS OTHERWISE NOTED. 2. UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. NOTE: STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS SD SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE TYPE COVER PVC, SDR-21 >18" PVC, SDR-35 >3' PLAIN CONCRETE PIPE (12"0) >3' ASTM C-14 REINFORCED CONCRETE PIPE (>12" 0) >18" ASTM C-76 DUCTILE IRON PIPE CLASS 50 OR 52 >6" pS �AQQS PARKWAY F' SUMNER-TAPPS :L 1 KEY MAP N C7i_ 2% COCNRTE� CSTC 35 , 9.5' EXPIRES% 11-07-90 FOR WATER ONLY M. THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE CITY E GI VEER DATE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY DA TE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC J 00-0003 ly60A? 7 -to •oa THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: ZLO-0 a M10 1611