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HomeMy WebLinkAbout02D1667Iv E ro 0 CD Cn 0 a m 3 1-=- U) c2 _ (ij 0- Y Q 0 h- T) 0 I A z I J W Y Q J 9 ERAi jio UCTION NQTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (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 PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF STANDARD CONSTRUCTION NOTES, STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWING. THE CONTRACTOR IS RESPONSIBLE Fu,,e DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED Y LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLr' RESPON`'IBIL'TV OF THE CONTRACTOR AND ALL METHODS I AKFI-AND HILLS LOOP ROAD / ELIZABETH AVENUE S.E. COVER SHEET &K)RMEAST 114 OF aEC7 V 6, TOWNSHIP 20 NOF 4, RANGE 5 EASE W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON DATUM (NGVD29 VERT) BENCHMARK (CITY OF AUBURN) BRIDGE SPANNING THERNER STUCKO(WHITE RIVER) USGS (PIERCE COUNTY) (REFERRED TO UNDER PIERCE COUNTY DATUM AS GRAPHIC SCALE �� B.M. 0-11 (USGS) STD. DISK STAMPED "100 1913" ■'�" 60 0 30 60 120 ELEVATION = 100.42 (CITY OF AUBURN) - ■■■■ ELEVATION = 100.049 (PIERCE COUNTY) T.B.M. _ PIERCE COUNTY ( IN FEET ��� 1 inch = 60 ft. `�. PK NAIL & FLASHER, SOUTHEST CORNER 4 INTERSECTION OF EVERGREEN WAY S.E. AND \�\ qN r LAKELAND HILLS WAY - ELEV. 558.73 (APEX PT#81) ONE -CALL NOTE- �x r #1-800-424-5555 BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD �r IN, MAPS MAPS FURNISHED BY OTHERS AND VERIFIED WHERE s �' LA K E L A N D POSSIBLE BY FEATURES LOCATED IN THE FIELD. APEX ENGINEERING, ASSUMES NO LIABILITY FOR THE ACCURACY � = OF THOSE RECORDS, OR FOR THE FINAL LOCATION OF 4 EXISTING UTILITIES IN AREAS CRITICAL TO THE DESIGN. SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. AND EQUIPMENT USED WILL BE CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS LEGAL DESCRIPTION A�NTD PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED LMLMY CORRIDOR EASE M 'f N, ' ELEVATIONS AND AT LAKELAND / �� 8. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE TRUE EL A rSC4100L SUE LOCATIONS OF ALL UNDERGROUND UTILITIES COMMENCING AT THE NORTHEAST CORNER OF SECTI 6, TO 20 NORTH, � ��, „ � � � 1 1 Cr ~ i uj y Z Q yy�P l Cn vi N 1 w ST E uj l OLIVE WAY S.E U3 N tiq I N FSE p I °i~n S PY � KENNEDY ,�J, "'s �A QQ AVE SE j� ApNo P 1r06P Rp a`r o �� LAK�i'AND N11�1-5 �j �9��1 NAAy S.E PAS R0�1ECT 0 w CRABTREE}-i>-- J DR. S.E.Z z CD f J UlU U uj SE AUBU AVE ALGONA PACIFIC E VALLEY HWY RANGE 5 EAST, WILLAMEI7E MERIDIAN, PIERCE CO TY, WASHI I♦ 9. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE" `� THENCE NORTH 88 34'43" WEST, � �� ARCEL NO 0520�;021 VICINITY MAP LICENSED LAND SURVEYOR OR A WASHINGTON ALONG THE NQQ LINE THEREOF, A � UNDER THE DIRECTION OF A WASHINGTONDISTANCE OF 2001.13 FEET TO THE POINT OF�BEGINNING; THENCE SOUTH ♦ <„ `� SCALE 1 " = 1 /4 MILE LICENSED PROFESSIONAL CIVIL ENGINEER. 4739'40" EAST 6170 FEET- THENCE SOUW4146'00" WEST 1033.91 FEET; THENCE NORTH 48'14'00" WEST 85.00 THENCE NORTH 41'46'00" ` EAST 949.58 FEET; THENCE NORTH 196414 EAST 50.29 FEET TO THE NORTH Np 12 LINE OF SAID SUBDIVISION, THENCE OUTH 8834'43" EAST, ALONG SAID `�, SHEET' 5 A"mo� NORTH LINE A DISTANCE OF 64.7V FEET TO THE POINT OF BEGINNING. 414014 ctp '• i. : A4 / COMMUNMY , \ ... _ _ _ LOOP Rb t / �''"�► ,� - _ LAKELAND HILLS20 �► � CENTER �► ` � - `' _ ' - ♦ CB #12 _ _ - - - - _ - f - ----- PARCEL NO 0520061028----------_- /{ a / //; ♦ EXISTING CONTOUR NOTE: v .�. / tli'+ ICI I / I EXISTING GRADE CONTOURS SHOWN ON THESE PLANS REPRESENT THE DEGROSS ,' 10-02 AERIAL TOPOGRAPHY FROM SUMMER 1999. 4 '•"- `EX� S 1510-0 ♦ SENIORS SITE I �,r �' ♦ S PARCEL NO 0520061029 - °P' 40t♦ O.H.P. -�'' �CBM - ------ O.H.P. -'_"_ 40 ` SSMFj 0- s _ _ LAKELAND.._-- - - -- aH P. - OOP RD. AND E AVE. S.E. 107 I O.H.P.SSMF W510- � 00 _ A �_ _ _ - - - PERVIOUS AREA 0.587 ACRES • IMPERVIOUS AREA 1.725 ACRES SCHOOL SITE AND UTILITY CORRIDOR ROAD & ELIZ. ONLY P _,_._. � ,� LOOP FINAL GRADES WITH POND EXCAVATION �J►" aH. ,� / p201w4L 0 Q - r,p �POF wA S/ � - - - - - Vv rL CB ® • O� G 4858 ■ice � �`�IONALR��� SHEET INDEX PARCEL NO SHEET 1 COVER SHEET EXPIRES, 11-07-pO 0520062" SHEET 2 G.D.E.S.C. PLAN (LAKELAND HILLS LOOP RD. & ELIZABETH AVE. S.E.) SHEET 3 G.D.E.S.C. PLAN (LAKELAND HILLS LOOP RD. & ELIZABETH AVE. S.E.) SHEET 4 ROAD AND STORM PLAN & PROFILE (LAKELAND HILLS LOOP RD.) • SHEET 5 ROAD AND STORM PLAN & PROFILE (LAKELANDHILLS LOOP RD.) x CUT - 1 186f CY10 SHEET 6 ROAD AND STORM PLAN & PROFILE (ELIZABETH AVENUE S.E.) J CUT - 82,200t CY CUT - 100,700t CY / / SHEET 7 ROAD AND STORM PLAN &PROFILE (ELIZABETH AVENUE S.E.) P./ FILL - 2,445t CY FILL - 81,300t CY FILL - 81,300t CY / / SHEET 8 ROAD AND STORM PLAN AND PROFILE (EASEMENT) X. SSMF�1410-47 `� � NET - 1,259t CY FILL NET - 900f CY CUT NET - 19,400f CY CUT / = / SHEET 9 ROAD ANI� STORM PLAN AND PROFILE (EASEMENT) cm SHEET 10 ROAD AND STORM NOTES AND DETAILS ¢� \ ` 2 ONLY. THEY ARE INTENDED FOR THE PERMITTING SSNA *510•'1� // , 'J•` / SHEET 11 WATER AND SEWER PLAN & PROFILE (LAKELAND HILLS LOOP RD.) Op , �. � � THE ABOVE QUANTITIES ARE ESTIMATES NL PROCESS, DO NOT USE FOR BID PURPOSES. THE QUANTITIES ARE SIMPLY THE DIFFERENCE / / SHEET 12 WATER AND SEWER PLAN & PROFILE (LAKELAND HILLS LOOP RD.) 10•- BETWEEN THE EXISIING GRADE TO THE PROPOSED FINISH GRADE AND DO NOT HAVE /` CB' SHEET 13 WATERiANDSEWER PLAN & PROFILE (ELIZABETH AVENUE S.E.) ► STRIPPING, CUT, OR FILL ADJUSTMENT FACTORS APPLIED TO THEM AND WILL VARY / / SHEET 14 WATER AND SEWER PLAN &PROFILE (ELIZABETH AVENUE S.E.) � & �`�'`� � `� - "` DEPENDING ON THE SOIL CONDITIONS. � / SHEET 15 WATER AND SEWER PLAN & PROFILE (EASEMENT) / SHEET 16 WATER AND SEWER PLAN & PROFILE (EASEMENT) ` `` SHEET 17 WATER AND SEWER NOTES AND DETAILS 10. BEDDING FOR PVC PIPE, CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8 INCH �.� s` , / SHEET 18 CHANNELIZATION PLAN (LAKELAND HILLS LOOP RD. & ELIZABETH AVE. S.E.) MINUS CRUSHED ROCK, SIX fNCHES (6") MINIMUM UNDER, TO SIX INCHES (6") MINIMUM '� OVER THE PIPE AS PER THE CITY OF AUBURN 00 DETAIL NO GEPT-2 / / ♦ LEGAL DESCRIPTION ° o 0 N o O rn cep coo N F rn J W Ll 0 o o ca 0 o N o W Lj W W W ♦ N pl 4 w 8 e 1 / THENCE NORTHERLY AND NORTHWESTERLY ALONG THE ARC OF SAID CURVE 11. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACK FILL DETAIL N0. GEPT-1 ~ IVO a LAKELAND LOOP ROAD AND THROUGH A CENTRAL ANGLE OF 86' 5927", 37.96 FEET, AND GEPT-2, FOR CONSTRUCTION PROCEDURES. r Yj E IZABETH AVS�M S.E THENCE NORTH 67 4415 WEST 23.06 FEET TO A POINT OF CURVATURE OF A S e / CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 454.00 FEET, 12. ALL IMPORTED PIPE TRENCH BACK FILL MATERIAL SHALL BE GRAVEL BORROW PER THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A SECTION 9-03.14. \ �. �Q.- C e STRIP OF LAND SITUATED IN THE NORTH HALF OF SECTION TOWNSHIP 20 CENTRAL ANGLE OF 47' 21'04", 375.20 FEET TO A POINT OF REVERSE ;AIIH / TH, RANGE 5 EAST, WILLAMETTE MERIDIAN, PIERCE COUNTY, CURVATURE OF A CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF ROW�sx / / WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: 404.00 FEET, 13. PIPE TRENCH BACK FILL MATERIAL WITHIN THE IMPROVED RIGHT-OF-WAY SHALL BE Q? ` �► 5 8 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY PA 05 ✓B #7 THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A / � � e COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 6; � „ ,� 1' e CENTRAL ANGLE OF 27 50 49 , 196.35 FEET; STREET. . / THENCE NORTH 88' 34 43 WEST ALONG THE NORTH LINE OF SAID SECTION THENCE NORTH 48' 14'00" WEST 95.37 FEET, �0- 1468.48 FEET; THENCE NORTH Al* 46'00" EAST 50 00 FEET• W 14. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH QD �� APPROVED PLANS. ANY CHANGES FROM THE APPROVED FLANS WILL REQUIRE APPROVAL s � FROM THE OWNER, ENGINEER, AND THE CITY OF AUBURN. coMOA 15. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHT OF WAY WILL BE APPLICABLE AND / DETERMINED AT THE PRE CONSTRUCTION MEETING. / 5 '•` : = �' PROPOSED SIDEWALK A*` �/ CB ENCE ` ` *9� CONSTRUCTION SEQU E PROPOSED ASPHALTIC PAVEMENT 1. CALL ONE -CALL LOCATE FOR THE LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN PROPOSED CENTERLINE ` ♦ / ` (1-800-424- 5555). - 2. HOLD PRECONSTRUCTION CONFERENCE W/ CITY OF AUBURN (CHRIS ESTEP) - (253) 931-3010. • /� 3. INSTALL TE ORARY EROSION AND SEDIMENT CONTROL MEASURES AS IDENTIFIED ON SHEET 2 AND 3 - - - - - - - - - - PROPOSED EASEMENT - 7/ SSIuWH*15101 AND BY THE G.D.E.S.C. CONSTRUCTION SEQUENCE ON SHEET 2. PROPOSED FLOWLINE 4. CALL CITY 017 AUBURN FOR INSPECTION. 5. CONTRACTOR AND DEVELOPER WILL BE RESPONSIBLE FOR ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY. ® EXISTING STORM DRAIN TYPE It CATCH BASIN PROPOSED HORIZONTAL BEND 6. ESTABLISH CLEARING LIMITS. 7. CLEAR AND QRUB PROJECT. O EXISTING CATCH BASIN PROPOSED AIR RELEASE VALVE j Ap 8. GRADE PROJECT TO PLAN GRADES. 9. INSTALL SANITARY SEWER SYSTEM. 10. INSTALL STORM SYSTEM. 11. INSTALL WATER SYSTEM. 12. INSTALL AU OTHER UTILITIES. 13. CLEAN CA7CH BASINS BY REMOVING SEDIMENT AND DEBRIS. 14. HYDROSEED ALL DAYLIGHT SLOPES AND OTHER AREAS TO REMAIN UNWORKED. 15. PAVE ROAD 16. VERIFY STABILIZATION OF SITE. 4-7 rl AI I /MTV AC AIIDI IDAI CAD CITC IAICDC/`TIMI &a --EXISTING SANITARY SEWER MANHOLE AND MAIN Ak PROPOSED FIRE HYDRANT ■ PROPOSED CATCH BASIN N PROPOSED GATE VALVE 0 PROPOSED STORM DRAIN TYPE It CATCH BASIN 0 PROPOSED WATER METER *---*-PROPOSED SANITARY SEWER MANHOLE AND MAIN PROPOSED REDUCER I►JI PROPOSED TEE THENCE SOUTH 01' 25'17" WEST 574.90 FEET TO A MONUMENT AT THE THENCE SOUTH 48' 14'00" EAST 95.37 FEET TO A POINT OF CURVATURE OF A INTERSECTION OF THE CENTERLINES OF EVERGREEN WAY, LAKELAND HILLS CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS 0 F 454.00 FEET; WAY, AND LAKELAND LOOP ROAD; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH ACENTRAL THENCE SOUTH 55' 00'00" WEST ALONG THE CENTERLINE OF LAKELAND ANGLE OF 2T 50'49", 220.65 FEET TO A POINT OF REVERSE LOOP ROAD 315.00 FEET TO THE POINT OF BEGINNING; CURVATURE OF A CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF THENCE SOUTH 35° 00'00" EAST 27.50 FEET; 404.00 FEET• THENCE SOUTH 55' 00'00" WEST 208.54 FEET TO A POINT OF CURVATURE OF A THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CURVE CONCAVE TO THE SOUTHEAST, SAID CURVE HAVING A RADIUS OF 872.50 " CENTRAL ANGLE OF 47 21 04 , 333.88 FEET, FEET; THENCE SOUTH 67' 44'15" EAST 23.06 FEET TO A POINT OF CURVATURE OF A THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CURVE CONCAVE TO THE NORTH, HAVING A RADIUS OF 25.00 FEET, CENTRAL ANGLE OF 44' 2556", 676.61 FEET, THENCE EASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL THENCE SOUTH 10' 34'04" WEST 178.52 FEET, ANGLE OF 86' 59 28 37.96 FEET TO A POINT OF COMPOUND CURVATURE OF THENCE NORTH 79' 25'56" WEST 55.00 FEET; THENCE NORTH 10' 34'04" EAST 178.52 FEET TO A POINT CURVATURE OF A , CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 927.50 FEET, CURVE CONCAVE TO THE SOUTHEAST, SAID CURVE HAVING A RADIUS OF 927.50 THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 29' 43'43", 481.24 FEET, THENCE NORTH 55' 00'00" EAST 208.54 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A THENCE SOUTH 35' 00'00" EAST 27.50 TO THE POINT OF BEGINNING. CENTRAL ANGLE OF 08' 41'08", 140.60 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONC FEET, 00 40 f NAME i�ATE 00 4V r1 AVE 10 THE WEST. HAVING A KAUIUS Of ZbM RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTR TOR'S CON UCTION RECORDS BY: DATE: 1- .03 TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: _ FAC. 98-0031 e-/&4/9P0_-yl I THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. E21-e Date Approved: w�3ow EXPIRES- 1-31- 4 Z OTId O a7 C" 'ho V- v oo c 41 •� CO I.,) N C °' Cil � ) 0 o�� o `t U SHEET 1 OF 18 ME No 25716 LAKELAND HILLS C4 N H Q 15 01, IS 10 oAD1667 +4 J CD O 0 0 C1J w C tj � N 7 CL) 3 z 3 I� a L0 Cu � 3 Lf') O W � 3w p a J O o In P-- N in CD qL0 z Z N a Q, 4 Q � Y i W % � k GRAPHIC SCALE 40 0 20 40 80 ( IN FEET) 1 inch = 40 ft. �1 NOTE: TEMPORARY CULVERTS SHALL BE ADS—N12, CONCRETE, CMP OR OTHER MATERIAL APPROVED BY ENGINEER. NOTE: FINISH GRADE CONTOURS SHOWN ON THIS PLAN REPRESENT HOW THE PROPOSED ROADUIAY GRADES MATCH THE LAKELAND SOUTH MASS GRADING CONCEPTS. DEPENDING ON TIMING OF GRADING OF THE ADJACENT DEVELOPMENTS, THE PROPOSED ROADWAY GRADES SHALL DAYLIGHT TO EXISTING GRADE @ 2 : 1. DAYLIGHT SLOPES SHALL BE HYDROSEEDED AND/OR MULCHED AS PART OF THE T.E.S.C. PLAN. W.E.S.C. COlVSUR CTION SEQUENCE 1. INSTALL CONSTRUCTION ENTRANCES AND PERIMETER FILTER FENCE. 2. PROVIDE 114TERIM CATCH BASIN PROTECTION FOR ALL EXISTING DRAINAGE STRUCTURES ONSITE AND ADJACENT TO SITE. 3. CLEAR AND GRUB CONSTRUCTION AREA. 4. INSTALL INTERCEPTOR SWALES AND TEMPORARY CULVERTS. AND DIRECT DRAINAGE TO SEDIMENT POND. 5. GRADE SITE PER APPROVED GRADING PLAN. 6. PROVIDE CATCH BASIN INLET PROTECTION ONCE STORM SYSTEM IS CONSTRUCTED. 7. GRADE (FILL) SWALE AREAS. 8. AFTER CONSTRUCTION IS COMPLETE AND SITE STABILIZED, REMOVE REMAINING EROSION CONTROL MEASURES WITH APPROVAL OF CITY INSPECTOR. GDESC NOTES (ADDITIONAL GDESC NOTES ON SHT. 3) 1. CLEARING AND GRADING WORK FOR THE FUTURE SENIORS SITE HAS BEEN PERMITTED UNDER SEPARATE PERMIT APPROVED BY THE CITY OF AUBURN ON 10127199. EROSION CONTROL MEASURES DEPICTED�ON THIS PLAN WERE (OR WILL BE) CONSTRUCTED UNDER THE PREVIOUSLY APPROVED PERMIT. THOSE PLANS, ENTITLED FUTURE SCHOOL SITE AT LAKELAND - GRADING AND TESC PLAN (GRA10032-99), SHOULD BE REFERENCED FOR DETAILED INFORMATION REGARDING THE EROSION CONTROL FACILITIES INCLUDING POND CROSS SECTIONS AND CONTROL STRUCTURE DESIGN. THE EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED EROSION AND SEDIMENT CONTROL PLANS SHALL BE IN PLACE PRIOR TO COMMENCING ADDITIONAL WORK. REPLACE, REPAIR, AND MAINTAIN UNTIL SITE IS STABILIZED PER CITY OF AUBURN DEVELOPMENT STANDARDS. 2. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO DISCHARGE FROM THE SITE DURING CONSTRUCTION. 3. NO RUNOFF SHALL BE ALLOWED TO DRAIN TO THE PROPOSED CONVEYANCE SYSTEM UNTIL APPROVED BY THE CITY OF AUBURN. 4. CONTRACTOR SHALL COMPLY WITH THE APPROVED EROSION CONTROL PLANS AND INSTALL ADDITIONAL EROSION CONTROL MEASURES AS NECESSITATED BY FIELD CONDITIONS TO ENSURE NO UNCONTROLLED SURFACE WATER LEAVES THE SITE AND TO LIMIT THE AMOUNT OF EROSION. 5. EROSION CONTROL MEASURES SHALL NOT BE REMOVED UNTIL SITE IS STABILIZED AND ONLY WHEN ALLOWED BY THE CITY OF AUBURN. LAKELAND HILLS LOOP ROAD / ELIZABETH AVENUE S.E. GDES.C. PLAN NORTHEA571/4 OF SECTION 6, TOWAGHIP 20 NORTH, RAWE 5 EASE W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON 1 ........... r r F -. KEY MAP 1 ' '0 \ 1 � a 1 i � 1 \ • . , \ � �� : � \ \ �-� SCHOOL SITE `� -� _.___•_ `_ \ `� `� -., e , \ t NOTE: POND ACC ROAD ENTRAN E TO BE RELOCATED TO OJOIN THE UTILITY EASEMENT ACC S ROAD SEE SHEET 3). \ �\ y� *, --� CUB ! \ \ p� F34858� CD \ �� \ ID s �` ! , \ ANATYP \ •• r ..'`'+ \. EXPIRESI 11 b LEGEND C@ CONSTRUCTION ENTRANCE PER CITY OF AUBURN STD. DETAIL DEV - 5 Q FILTER FABRIC FENCE PER CITY OF AUBURN STD. DETAIL DEV - 6 -----f- IDS TEMPORARY INTERCEPTOR SWALE PER CITY OF AUBURN STD. DETAIL DEV - 9 O CHECK DAM PER CITY OF, AUBURN STD. DETAIL DEV - 9 STRAW BALE BARRIER PER DETAIL SHEET 10 ( PROPOSED FINISH GRADE CONTOUR — —573— — EXISTING GRADE CONTOUR 057,".00 TEMPORARY SWALE SPOT ELEVATION RIP RAP (6"- 8" QUARRY SPALLS) ® CATCH BASIN INLET PROTECTION - PROTECTION DURING GRADING SHALL BE PER CITY OF AUBURN STD. DETAIL DEV - 7 - PROTECTION AFTER PAVING SHALL BE PER CITY OF AUBURN STD. DETAIL DEV - 8 IP TYP MATCHLINE STA. 24+50 SEE SHEET 3 FOR CONTINUATION KtWKU UKA WINK L&K IW IL A IIUN THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS TITLE/POSITION: _ CONFIRMED BY CITY DATE: I'KUJL(; I HLk: PA(:. 96-UU,51 &/=F/oV THESE PLANS ARE APPROVED FOR CONFORMANCE KITH THE CITY OF AUBURN'S ENGINEERING DNSION REQUIREMENTS. Approved By. f)S..l Dote Approved: (11-3 0ZOO F�- Z a cc a1 n 4 0 0 C O �_ coo N o�LZI OV � OO tom.) Z W W i i DATE SEALM EXPIRESI 1-31- 0 Z, �O c U co N oW �� ZQco WW N Q$W VIw ♦■ co �w �Ir W � � Z O Zkm-a Oz— c4co:t u- idc0 bt-t — U w w Q U 0-nd 00 0) rn N1\O •`41Or- V) 00 C 'j s � L0 p N C - 0 �oL o�� N � � U ( SHEET 2 OFla FLE NO 25716 LAKELAND HILLS «' N H J O O O 0j Ln Cu a GRAPHIC SCALE 40 0 20 40 80 ELIZABETH AVENUE S.E.UT'ILITY EASEMENT GDES.C. PLAN ( IN FEET ) 1 inch = ft. (NORTHEAST 114 OF SECTM 6, TOW&9HIP 20 AK)RM, RAC 5 EAST, WM. CITY OF AUBURN, PIERCE COUNTY, WASHINGTOIN �-� \ 'ice "-I KEY MAP `560 NOTE: FINISH GRADE CONTOURS SHOWN ON THIS PLAN REPRESENT HOW THE PROPOSED ROADWAY GRADES MATCH THE LAKELAND SOUTH MASS GRADING CONCEPTS. DEPENDING ON TIMING OF GRADING OF THE ADJACENT DEVELOPMENTS, THE PROPOSED ROADWAY GRADES SHALL CD DAYLIGHT TO EXISTING GRADE (� 2 . i. T, DAYLIGHT SLOPES SHALL BE HYDROSEEDED AND/OR U.H.P =� �- --- -� - • �" \� '' ---_ `-�_ MULCHED AS PART OF THE T.E.S.C. PLAN. � \ � — O.H. H.P. CD GRADING AND EROSION CONTROL NOTES ` �`' 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION OR DETENTION, / � -HEMP ARY SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN ,/ \ / MA T IEXI A 0 SHALL ` \ ' \ �\ \ / AA INI EMS N C A OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES, TO \ONE INSURE THAT SEDIMENT LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT , f P COVEUVIULLL 1B�E \ IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. \ UL 2. THE DETENTION SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND \\ / EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED I CONDiT10NS. ADDITIONAL TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE \ EX. MINING OtYY DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUAl10NS \\\ r �g W WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, /� \ \ T THESE CONTROL SYSTEMS SHALL BE THE \ ` REPLACEMENT AND ADDITIONS 0 \ �� RESPONSIBILITY OF THE PERMITTEE. POND SHALL / Q 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL! / \ � `� \ \ REMAIN IN PLACE UNTIL THE PERMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER / / / \ \ @ ��, N TF�.° �' ,, \ / F= CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED \ "�- o o�P� R 0 OL ', 1 I A\ Q AND APPPOVAL HAS BEEN RECEIVED FORM THE CITY o 5. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND Ul SEDIMENTATION IMPACTS ON ADJACENT PROPERTY `'AND DRAINAGE WAYS MUST BE \ f/ `�`�\ a`: / //lj/ / _ < N STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: w N FROM APRIL 1 TO SEPTEMBER 31, AREAS AT FINAL GRADE AND THOSE WHICH ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. U FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOIL WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR \\ \ \ MORE THAN 24 HOURS AND EXPOSED AREA OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY.— ' s WFTI AN(? .SFF11 MIX FOR WFT TO DRY SEASONAL FLUCTUATIONS MATERIAL q BY WEIGHT % PURITY % GERMINATION creeping bent grass 20q. 907. 907' Agrostis stolonifera 15% 9010.1 907. birds foot trefoil Lotus corniculotus 207 90% 94q red fescue Festuco rubro meadow fox tail 157. 907. 907. Alogecurus protensis 20% 807 807. rough stalk bluegrass Poo trivialis perennial ryegross Lolium 10% 90% 907. .perenne 100% mix by weight PERCENTAGES CAN BE CHANGED OR SPECIES ELIMINATED IF DESIRED. CFASS SEED PLANTING MIX PROJECT REF: FAC. 98-0031 *'ZS oo cy THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. '5 -c-& Date Approved: G 1 Solo b T RELOCATED P%N / `3 // i/ G-1S-ate ACCESS ROADA HEW ENTRANCE \ / e / // Z , ✓ � / � � 34858 � ��v EXPIRES, 11-07- 00 � 3 ti :* 3 N od W Z Z) OV V 0 ti Q � Q O U (W) w � o U rL s N EXPIRES, 1-31- M 7— N z W ww � rn —J w w w EL Z EL 0 dt w uw � 0 W ra 0 Q wN� N O W _ U W Q d 0-nd O a' rn ON r Lo C O ' ` � p' r7 00 - 00 e. -C� M L0 O Q V) p oar (0 p N E `t U Moon\ n Ln N SHEET 3 OF i8 FLE No 25716 LAKELAND HILLS 1667 Pr 'I3 3c)6 Ekj Il' WATER CIZ: US Lr) V) Z =AO --d -HI +1LU> 4 "0 LdL1 LL Z CN Q- 00 C'4 LO C6 Lr) Z3 3+00 GRAPHIC SCALE 20 0 10 20 4 1 0 IN FEET 1 inch = 20 f t. LAKELAND HILLS LOOP ROAD PUBLIC ROAD AND STORM —PLAN &UM"HEAS'r 114 OF Sf-:C7nV 61, TOM"IF 20 NORTH, RANGE 5 EAST, WM- CffY OF AUBURN, PIERCE COUNTY, WASHINGTON RESIDENTIAL COLLECTOR ARTIERIAL LAK E LAW k&LS LOP 1 STA. 3+15 TO STA. 8+301 5'iiERT I i0o, VC LOW POINT i ELEV = 555-37 POINT STA = 4+82.5L —4— PV1 STA = 5+00 i `�' h i ( + PVI ELEV = 554.84 + i + i A.D !i = 2.50 Lo Ek 1. OOX f ROAD K $411 70.00 - I; w j f > -Lu PROPOSED GRADE 0 ROAD CENTERUNE- 4- — 100X -4- U3#10, UWE IL 11 1nnV - %,VFW W ' STA = 4482 50 16.54RT 554.86 -S�4. 4b&r- 15" IN Aw.111 I.E. (SE. t 33 LF 1* S.D. 0 m5x4 I.E. (SW)! 150 OUT =s" &Mae CB 17 TYPE IL WZ THRQ - CURB ffi S ST 4+82.50 - 16.54LT RIM 564:06 "4. as w Tt5 11V = v I.E. (NIN)j 15" OUT = %g 990.3+ 00 r< LO L0 LO LO LO ) Ln LO LO 9 4+00 5+00 NOTE: ---S-TORM--DR-AINAGE-W4VE--YANCE---PIP-E--W CALLED OUT AS SD SHALL'BE ONE OF PIPE TYPE PVC, SDIR-21 PVC, 0-35 PLAIN CONCRETE PIPE (12"0) AS TV-C 4------ REINFORCED CONCRETE PIPIF (>12"0) ASTM C '76 DUCTILE IRON PIPE CLASSO OR 52 00 LO Lo to LO LO Lo LO Lr) LO LO FOLLOWING MA COVER >18" >3$ >39 HIGH POINT ELEV = $57.81 HIGH POINT STA = 74,58.04 PVI STA = 7+5 1 0 A.D. = -2.80 K = 80.36 TING GRADE 0 ROAD CEN ---------- t ------ -4- — — RIM i = 5*.-76 SS4 17L I.E. 1N 15" IN 'W I.E'15" OUT 541} 28 5ft3j 163 Ljr 1500 &D. 0 JO KI I.00 NE) 15m: INNN F754&* S48. (sw) 15 oul - 64& " I EXPIRESt 11-07-00 j 7;7 710 C14ti 1. N. CN,z cz'�" Rzzk ECLS #A CaL5 ce'5- C !Z un; �Q uall �Q ul F EXPIRES- 1-31- a 2 K Ct co ()I C50 _uj COo ) U-0 CAL jq� _j Q C) uj _u-jCL ID) En El LD) 3.�•03 Z � co z CL ca 560 NAME ml4lf DATE4�, 'q Q a C-0 Ljj- 0-0- Q CL z U �� 'j NOTE: w w UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. o o) m RECORD DRAWING CERTIFICATION -Ana 0 r- m THESE DRAWINGS CONFORM TO THE r- 0 CONTRACTOR'S N N RECORDS 41 Ni 0 r-- Cn -t -'d- 0y. -00 C 41 7 U-) C: Lo DATE: Z !7--03 n ON CINrnv < -C TITLE/POSITION: C Pic. 0 -C < V) CONFIRMED BY CITY DAM 0 540 6m E 0 PROJECT REF: FAC. 98-0031 Ln Ln THESE PLANS ARE APPROVED FOR CONFORMANCE WITH st (n TIDE ('1TV OF AHPIIPM'q ENGINEERING nimziom REQUIREMENTS. OM � .00 COul) r< r< r< LO to LO r< r< Ln LO tx� Ln u') LO LO Approved By. LO ko Ln in in to I Date Approved: fs� %d 6+00 7+00 8+00 SHEET 4 OF18 FLE NO 25716 LAKELAND HILLS 0;L 01667 --- -- U.n.r. 570 Im QJ C- CD CD z L 0 0 0 0 CU � Y CV Cr c a w q C' N T) i o v c� Fes- N C� C() Q o �2 a �Q c C) tiLn i� N 0 co o Z � N Lu w ¢� i _ x GRAPHIC SCALE 0 10 20 IN FEET ) 1 inch = 20 ft. 1 I { LOW POINT ELEV W&24 0 OLWPONTS78 PVI STA = 10+40 i PVI ELEV = 554.82 -� tci I LAKELAND HILLS LOOP ROAD PUBLIC ROAD AND STORM ® PLAN NORTHEAST 114 OF SECTM 6, TOW SHIP 20 Nam, RANGE 5 EAST, WM. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON R��IAL COLLECTOR ARTERIAL �\ STA. 10+49.90, 45.76' L► IE. = 547.39 30 LF 15" SD 0 1.0% 00 OVERALL q CURVE DATA N rn-s n • _ w N \ LO ' A.D. = 2.30 1-4 K = 65.22 I U n U-, IT I= UENT J 1 IrC L- To w n uLu yr STA ; = 9+�90 -- lkA 1 a R L� ) 15 IR = I Hlr r I.E. S) 15" OUT — 6017.62. ST*4 8+30 STA SCALE: 1" _ ! 20' HORIZ. I 1" - 5' I PERT. r + j I I ' PROP( GV 8 TYPE 2 - 48"0 W I = 11+00 - 1 5.38 R - 554.93 I.E. (ry) 24" OUT =1 546.48 "J 12" WATER LF 24"f ..,•,.. 1.047 .w .w.,_ .. . ,d 1_" Ir SANIT �B 11 2 — 48"0 W S LID RIM LE. S 24 IN 33 LIB 15" S.D. LE. N 15 IN — 646.M ,Bf T7 0 1.0% I.E. W) 24 i OUT = 546.9 1346410 CB l 2 — 4 "i INR I VAN STA = 10+49.78 - i . 1L RIM = 55+4& U4.7S y 1 I.E. (E) 150' IN = 5�9 g7.OA I F' Wl 5' ni IT = 47-�9 i LPILAN pp a et r rn 1'- N �N N L6 LO � ^ to � to tj LO W � 9+00 10+00 11+00 N C6 LO LO 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 A" r-I- ,6 LO LO to to ?+00 GRADE 0 GRADE 0 ROMU CENTERLINE —� to t17 LO NOTE: UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. f 1 I c� o KEY MAP STA. 13+57.90, 44.32' LT IE. = 550.61 ♦ 30 LF 12" SD 0 1.0% --------- --- - - -- i L N r 19 ••• :°Q ° .. a °.. --- -- -- -- .H.P. -------- CB #19 I STA. 14+10.00, 16.70' RT � TEMPORARY TYPE 3 BARRICADE IE. = 550.45 I STA. 14+02 CAP FOR FUTURE EXTENSION SEE DETAIL SHEET 10 WAS l �-Zg-Do ID) 3-M NAME *&Z—;DATE Q Y z W I oo� o 'n c~r�f C-3 w a Q P Z 0 co ul M, +e a O a O o O 00 Ch r= r O Q O ' O -, rl) N °- DATE SEAI..M 6, 'ZZ- Cx--') EXPIRES- 11-07-DO I' IEXPIRES- 1-31- Q_ 7— {., 13+50 — 38 I } MMI 5577+1 U7. A l i I.E. ; S) 24" IN = S49-014%Am . 31 lLF 12" S.D.® 1.10� I.E. I E 12" IN = 568.80 .00 i " _ _ _--------_a540 .. , 24 ---OUP 0 TYPE 2- 4800 W B2a GRATE T I = 13+50 - 1 .38 L f � RIM; = 557 4 y0 LE. ltwl12" OUT=r55931 UO.34 I.E. E 12" IN = 110.3,6 . � co LO LO LO 13+00 14+00 RECORD DRAWING CERTIFICATION PROJECT REP; FAC. 98-0031 6 s8�oo c THESE DRAWINGS CONFORM TO THE CONTRACTOR'S C IRUE RECORDS THESE PLANS ARE APPROVED FOR CONFORMANCE WITH BY THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. DATE: "9 ' S 111LE/P,(�OSITION: ` �`Cl, '� .. cpr' Approved By. 1�.� CONFIRMED BY CITY- DATE:" Dote Approved: o-nd o m rn IM �4o �_ � I V- 00 C �� LLB a -CQ L O o N d O U I to in mown SHEET 5 OF 18 FLE NO 25716 LAKELAND HILLS rye. 0 0 0 N r` 0 ° ' N C 4 Cu N o c0 Lw Cn N / � N C,7 0 —i a CS 3 = N a r N� Z Z N -j I W Y Y c J --I� ELIZABETH AVENUE ■SE GRAPHIC SCALE PUBLIC ROAD AND STORM — PLAN 20 20 40 NORTHEAST 114 OF SEC77ON 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. ( IN FEET) ,,%TY OF AUBUFNV, PIERCE COUNTY, WASHINGTON 1 inch = 20 ft. LOCAL RESIDEN77AL SEE SHEET WA S FOR CON'1"MlA._t N T10` it \ I �e \ \ rI \, J X_ _ a . = d. , ' : s '-A `, \ r ---- m_ ___.__�__ ._._ _.._____._,_____._._ ______ ___�_______-___ ___.__.__--._.________-___._____.._ ._. __..____ELF ABETH�-AVE. ____�_�______ _ ____.____._ - 0.00 STA 20+00 to �STA 24+00 = + PVI STA 20+75 ' o N SCALE: 1" = 20' HORIZ. i Pw ELEV = 553.00 N i ` 4 O 1" = 5' VtRT A.D. = 1.00 + ----- IQ50.00 wo N � ; S W I m m S 5 i I QUM 0 ROAD CENTERLINE � a '� � f j i i W j I TING GRADE 0 ROAD CENTERLINE f I t — 500, i i I t,:• ,r,l ' ••� i � ! I E ! z„ ,t`` =r e ; e -• "�wx,..n,,M,!`,.: w "+. • 2.5,- O TER DIP _ I _ t , s rl: I 1n LF • 70�0 24 •D•-7911 , i > i 3 i v I ri I t _ 54 ' RIM = 554: , 7 2 -� 0 - INLET I.E. S 24" IN l y6.00 W VA GRATE I Y I t =S Al 19+84.16 11.77' LT 8" iSANITAR LE. N 15: IN 646.EF:"7,q — I I ! I.E. E 151 IN = 546 9Rit�l = 554:� 10 TYP {- W a GRA i iIOUT = K.oO I.E, (E) 15 IN = « . 21+70 LT LIEI.E. W 24, " I _---a RIM 669.E •rr __.____-_ ----__ ____.___ _ ___ ______ �W) 15 OUT 6 rA6 jV7 ! -i I.E. E 24" IN �"ivaw�.cr I i 1 I z f }LE. S) 12"IN 5014 by3. ! 1 j I I LE. NW) 24 OUT - �i1 1 j f I j j I CB' TYPE 2-"(6 W 62a ST, = 22+95 - IZ38 LT51) 530 r ._._ I I.E.j SW 12 IN = tW aq 7. qI i LEi NE 12" IN = 54+* 441 - . t I ! 27 d it &D. • 1.t X► I.E.: SE 24" IN = soes m. 4, I.E.; (NW) 24" OUT = 5'IAAi SOAP 8 p r CB ` 9 TYPE 2 -8"0 W 62a GR = 22±95 -_ 12.3$_.___- ,_._ RIM = S#-18 �� ----------------- RIM 0.20 I.E.; SE 12" IN = ; 644,3r3 SV1. 3p i I.E. (NE) 12" OUT = 644QS".3j$ : `r LO !, W N uj Ck s CD �a �� O� �? �? �i Lq O N^ r N u')00 L0 hlCN po et LO Ln +00 23+00 22+00 21+00 KEY MAP EXPIRES 11-07-00 S LD)NAME �1 ILT 1A—erna 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 >6n NOTE: UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONS TION RECORDS BY: DATE: - d TITLE/POSITION: PCI4�e `� � H c 7 -e, - CONFIRMED BY CITY- DATE: PROJECT REF.' FAC. 98-0031 G j av THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: v a w Q 0 w 0 J N c\p UZI O O O O 6 U Cz U p U V1 Q ¢ W Q g 3 `� � W W W ss�. N DATE SEALED - 2 u -- o 0 EXPIRES? 1-31- 0-nd O rn O) �r� c 0r") to CO N Qy C = lX4i_ N E d O � U M SHEET s OF 1 FLE No _516 _ LAKELAND HILLS Ln N I 1 oi0/467 CD L L O 0 0 a Cu R, ti CU c D D ,v p1 3 1 L / I (1-1 J I- n / Y 0 Co Lr) CV CD 0 z Q J W Y 4 J 0 0 n zo GRAPHICSCALE oo o 40 ( IN FEET ) 1 inch = 20 ft. -00 \ 100" \ I N N SEE SHEET 8 FOR CONTNUATiON ELIZABETH AVENGE S. E. PUBLIC ROAD AND STORM - PLAN NORTHEAST 1/4 OF SECTION 6, TOWN3HIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, FIERCE COUNTY, WASHINGTON LOCAL RE31DEN11AL CB *4 ---�--I�'-- _ ---- SENSORS SRE ° ►' ° STA: 24+39.9 37.38 RT D .. `\ ., \ IE. = 538.37 ` Tzw C 5tt, `t ,� � f5 �' "*'-j "Y n�p�2Ctf!}�t:MMl"^5+�25 � ';"" h :.: .,� �� `X 4 � 4 • • k t Ln DSCAPE L - - - - - - - -- -. - — ► • ll�'�I�Ir��u�,�,t�,��`�r �,� ��, � � , x, p� `���,� , SE VIEW RIDG SOUTH DESI N — — — _ UTILITY o (F 1198-0047) OR CON I IN TION — — — — — — — ELIZABETH A SE. ROAD %ID — — — ASE STA: 25+69.20, 37.76' LT 0 TILITIES. X E POWER LINE `V IE. = 535.97 TUR \S€tNT 25 LF 12" S.D .0 .�0� OVE LL `'' '• ~--.. a ` CU DATA J \ \ I 1 A 27 50 4 STApHEAD: I 50+00 - UT1L. EASEMENT = L=208.50 \ --- $i{Cf� �•6 90.16 - ELIZABETH AVE. S.E. \ \ \ ELEV. 54�.69 \ \ \ I C� ° f I i roW + I W �R ELIZABETH � � I .�- I_—_-_____i ¢ f I SCALE: 1 = 20 HORIZ. f I I z wv j 1» = 5' VERT. i 1 I i s i LOW POINT ELEV = 543.96 I ! 1 • _ �_._,__-_._.__.___,___-.__.-1-----._ _r__.____---._.:�.._.___ __. �_________._._.__�__.__---------. W--PAIN��TA- �69:20- 1 I I 1 I k I ,, PVI STA = 254.84.99 E)AS GRADE' • 1 CENTMAL ING [ ( j j PW ELEV = 642.80 { I i + �' 4 A.D. = 4.'75 ( } i co i ! N ( - 1 i — p j G550 ROPOSED R!OV10 1 " + N tt � � I i i i Cmt — — — — — — — —- ---- 1 _ - W" >Mi►TER DIP r 1' I �� � , 4 «, ?' 126 LF 540 133 LF h tt f ;" S.Dt 0 2.01% l i�';. �, i t 1 i' k S I i � � r 2 �� I 1 LF 3xr �+� I E a a { ` li M1 y - • _i k I F { SANI TYPE i t ' i } ISTA =26+tN-12.10 R ? i lti GRATE(SE)IM z ' ! w 2a S- 48"0 j `� I.E. (NE) 30' STA 24+40 _ - $ �+�•� I 12.38 RT _ _...RIM _ .- _ » a _. __ T ...�._:_-_ _._� - NL W D GRATE I.E. (E 12 IN = ii� 1� - W RU CURB I E VANE ( 2 25+69.20 - 1A2. 6° RT I.E. S� 24" IN = 657" 37.1 j W ATE cV j i R w { ! # RIM = 5 Sys. LE. (NW) 24" OUT - SMU TA = 4+20 - 12. ; LT Q N 26 LF 1� &D. • 1.03 L { j i j E. �E) 24" IN . fi a IM n � zo z z cl- LE. ) 12 IN - t3�,sp LE. SE 24 Nd = 3di ' LE. ) 24. OUT = 24' ! ii� �Iii i !w M OUT ' i S 5201 N .�__._ _______._.._ _•... _`-_.___-_ __ �Io � ___ . _� i j I ! t j � TYPE 2-496 i I { m v = i 1 4 4 W TIRU-CURB INLET V,VANED GRATE ! { I � I ' ! 1 S A 25+69.20 T2. w I ����= n i i s RIM 5'4-3:54 F4.� i j H( F j N I.E. $W 12" IN =&1& 72- Us, 76 Q w >: I.E. E 12. OUT = 535,? cps N ^� � �© �O - ei.u') M "wM a ui LO LO f00 27+00 26+00 25+00 24+ KEY MAP 1 64400 EXPIRES, 11-07- 0& NAME DATE NOTE: STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS SD SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE TYPE COVER PVC, SDR-21 >18" PVC, SDR-35 >3' PLAIN CONCRETE PIPE (12»�) >3' ASTM C-14 REINFORCED CONCRETE PIPE (>12"0) >18" ASTM C-76 DUCTILE IRON PIPE CLASS 50 OR 52 >6" NOTE - UNLESS UNLES OTHERWISE SHOWN OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTIO CORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY S� ` DATE: 3#-z2- C PROJECT REF: FAC. 98-0031 41,2&L THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: 0 ri I W ar: Ac Q z '^ h N o� q z as N wwCa w F a o © O p cy a.r o r\ 14 U U W U f11,j c OW.. 4 Z�- 5 S 5 57TYPE77 ;; EXPIRES+ 1-31- 6Z. P tp •�N N rr�� � vJ I co LU o _uJzo$� W Q Z Q U raL -J W I o uu R z'°` z Q o CO n= N U_ a°C. " oSQc iu�� Q z w w Q IL U o o) rn Cn o�Q 3Co-nd '` Q'rn� / o oo C°'"' r7 0 N C Q O � am N E �t o SHEET 7 OF8 FLE No 25776 LAKELAND HILLS M L' N H PP s1`L / o' 036 p I4{7P t .J CD O 0 0 cNJ r �f GRAPHIC SCALE UTILITY EASEMENT W� -�i- '� PUBLIC ROAD AND STORM - PLAN ( IN FEETOf%) NORTHEAST 114 OFSECTION G, TOVVN3f'�' ZO IVORTI"Ir RANGE S EAST, W.AII.lul -L Tom, 01 DLO 4 SEE FAC#0047-N FOR CON71NUATUY !PROPOSED GRADE • PROPOSED ESM'T CEIr i i k [AND NORTHERLY EDGE OF 15 ACCESS ROAD I � ; , { d I I a t f , i ! -_ ---_-__- I EXISTING GRADE; 0 PROPOSED E$W'T CENTERLINE s ' CB "fi wl B2a STA +540 { I.E.W 30" iN = 6 i 1 i l j ! ID1 ►N = 62&�6 1 � l I.E. E) 15" j!1 l i I.E. iYE) 36" OUT �A1, A M� i I / iiv , ' 333 LF 30r1� S� 4 f l 335 LF 36 SD 0 1.00 1 CS f3A.TYPE 2 2a GPATE ! _..�_._....__-__.I. 24 IN � fSM �.!a UI�LITY EtASEI E' Wr.. �SE8 N3Q out - • j3 �1i ! 44+55 tO 50+Vr✓ j I , - I i f --------_ — - -- -- - i { r I { tY SANIT ' AR 4 S10 510 U W N� NN NM s M �to r7 ,n iO� u�j r17 Q W w 4R+nn 49+00 50+00 45+00 46+00 47+00 NOTE: STORM DRAINAGE CONVEYANCE PiPE WITHIN PUBLIC RIGH i'-OF-WAY CALLED OUT AS SO 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" EASEMENT NOTE: FOR STREET RIGHT OF WAY, PIPE TRENCH BACKFILL, AND PAVEMENT RESTORATION SEE STANDARD DETAIL GEPT-1. NOTE: UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRAC OR'S CONSTR TION RECORDS BY: DA f !!, TITLE/POSITION: CONFIRMED BY CITY GATE: q. G ZA- 00 :S4 11-07- to DATE PROJECT REF: FAC. 98-0031 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. ��,-►� ��� Date Approved: 0 of all M (� S ~y o � N 3 ^ A 4- Cal I Q ®®o 9, O O � 0 O Q W a z z i IY O z3 O U N 5 wc 5 N � z ¢ f EXPIRES 1 31- 0-nd O M M Q' O Pt O C N i 5 0) 0 0 c p N C � �' 0-c a LL' O O d tO p d� N E 'IT U � LO mown SHEET 8 OF FI-E No 25716 LAKELAND HILLS H Pr 513 02 o tsfor J t +7 O O O Cu (U C X CV a Z3 3 N CD 3 C6I O Q6 Lu V) F_ c� Ln 3 a �Q J zN � N Z J W ` w Y '4f t 0 z 0 520 ---- { 510 k RIM $ 523.98 I.E. (W) 36" IN = 5 7.64 - PROPO 36' ONC. (N & S) +- EXISTING 30' ONC. (W) - (TO BE REMOVED) CENTER OF CHANNEL! = 51 7.52 i I \ 1 } 61 T-00 SO • 10M 1 I i r (L 'nIN clr M N N N tLO 40+00 JIA = RIM = I.E. S! LE..- E; I.E. NI b �EI✓�w- 2. '0 wl 162o GRATE ' 1 .35, 20.00 7 ' GRADE • PROPOSED ESM T CEN LINE ) i o - j EX IRES, 11-07- S16•bo ' Ws.22. AND NORTHERLY M OF 15' AMSS R ! j j ❑ p !� i OD OUT = 6�R:6 j1l. I i - 1- AL TVPE'� w 2a ATE I 4tk j + i FTA = 20. 20.00 LT �' NAME- An= DATE 41:tt7 I ! {RIM = W.8A 2$.ql1 i[ i EXISTIN GRADE ®PRO OSED ESM'T CElITERLINE t HEE) 15 IN IF€2&Q Sill AD I I _ NE) 36_OUT 177 k f i i s r s 1 i I ; -T\; 35 LF 36'!� SD 1.00X f ! 342 LF 36'O SD b 1.00% --- UnLay EASEMEW , ► r 39+10.64 TO 44+55 HOOIZ.: 1" = 20' i ! j i t ' - _.__ _...� .__ __ .�_ � _�... _._ __ _ _ 12' Sj"TARY } t 510 1 I ; e J 00 Lu Cp f pry 00 r3 f N 0) � � Q N Ln in EASEMENT NOTE: FOR STREET RIGHT OF WAY, PIPE TRENCH BACKFILL, AND PAVEMENT RESTORATION SEE STANDARD DETAIL GEPT-1. 41+00 NOTE: UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. 42+00 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" -00 44+00 RECORD DRAWING CERTIFICATION PROJECT REF: FAC. 98-0031 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONS UCTiON RECORDS THESE PLANS ARE APPROVED FOR CONFORMANCE WITH BY: THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. DATE:Q3 TITLE POSITION: Approved By CONFIRMED MY CITY ell, DATE: _p Date Approved: r- 3 � N 00 ® oi O 4 L5 � 4 1� c) U z U z z. Q L'Zj 0 U o Q � CL m 11.1 (n Q 4J (n i v� i q' Z LLA*- o-nd O Cy) 0) �r-o C V) -00 1 K) + CO N M 0 < � o� Oco d N o O ¢ � U LO SHEET 9 OF ff F:LE ITV 2 5716 LAKELAND HILLS o2 0_1�6 67 o 4, .Q 3 X 0 Cn 3 � o J � n. O s ., O r' 4 ccz� CD LO N W q Cl CC J W Q Lu GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) i inch = 10 ft. STORM SEWER CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE CONNECTION PERMITS FROM THE CITY OF AUBURN, PRIOR TO CONSTRUCTION. 2. ALL STORM DRAINS WITHIN THE DEVELOPMENT SHALL HAVE STENCILED: "DUMP NO WASTE - DRAINS TO" EITHER "STREAMS," "WETLANDS," OR "GROUNDWATER" AS ADDMC NAL GENERAL NOTES: 1. CATCH BASINS NOTED WITH SOLID LID SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD DETAAL SSFC-1 AND MARKED 'DRAIN". 2. SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD SIDEWALK DETAIL STSW-1 AND/OR STSW-2 AS APPLICABLE. 3. CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD WHEELCHAIR RAMP DETAIL STSW-4 OR AS SHOWN ON PLAN. 4. CURB CUTS FOR RESIDENTIAL DRIVEWAYS SHALL BE PROVIDED AND CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD DRIVEWAY DETAIL STDW­I (EXACT LOCATION TO BE DETERMINED AT TIME OF CONSTRUCTION). 5. RESIDENTIAL DRIVEWAY WIDTHS AND LOCATION SHALL BE IN ACCORDANCE WITH THE CITY OF AUBURN STANDARD DRIVEWAY WIDTH AND LOCATION DETAIL STDW-3, 6. STREET SURVEY MONUMENTS SHALL BE LOCATED AS NOTED ON PLAN AND CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS POURED IN PLACE MONUMENT TYPE A MODIFIED STANDARD DETAIL STMT-1. 7. ALL PIPES SN: ALL BE CONSTRUCTED IN TRENCHES MEETING CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS TYPICAL PIPE TRENCH STANDARD DETAIL GEPT-2. 8. TELECOMMUNICATION UTILITIES SHALL BE PLACED IN THE 10' UTILITY EASEMENT BEHIND ROW AS NOTED ON PLAN AND CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS TELECOMMUNICATION CORRIDOR TRENCH STANDARD DETAIL GEPT-3. 9. THROUGH -CURB INLET FRAME AND GRATES SHALL BE CONSTRUCTED IN ACCORDANCE WITH KING COUNTY STANDARD DWG. NOS. 44 AND 45 OR EQUAL AS APPROVED BY ENGINEER PRIOR TO CONSTRUCTION. 10. ROCK WALLS (IF ANY) SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD ROCK WALL DETAIL GERW-1. 2 1/2" 0 CLASS 3000 L— _J CONCRETE FOOTING -PLAN ROUND OR SQUARE 112" WHITE REFLECTOR TAPE REMOVABLE POST PAINTED WITH TRAFFIC SIGNAL YELLOW ENAMEL N Z CHAIN FINISH GRADE BASE ASSEMBLYk. CLASS 3000 tl CONCRETE FOOTING PIPE DRAIN 1.12" MIN. 0 GRAVEL BACKFILL FOR DRAIN NOTE. SEE WSDOT STANDARD PLAN H-13 FOR DETAILS OF BOLLARDS. BOLLARD DETAIL SECTIM A - A N. T. S. LAK,ELAND HILLS LOOP ROAD / ELIZABETH AVE. S.E. a ROAD AND STORM NOTES DETALS NORTHEAST 1/4 OF 3ECTi0N 6, TOWS 20 NORTH, RANGE 5 EAST, W.M. CITY OF ALIBUAN, PIERCE COUNTY, WA31-NNGTON � F rn ROADWAY SECTIONS z � N.T.S. A OO D �i r- zl m 29. CONCRETE TE SIDEWALK I 5' I 2 RESIDEN77AL COLLECTOR ARTERIAL 0 (LAKELAND HILLS LOOP ROAD) LANDSCAPING STRIP LANDSCAPING STRIP ( I m I 3% 1� 3q 1'; \_ 6" GRAVEL BASE 5' CL. "E" ACP - 3" CL. "B" ACP - 2" 17' 17' I 27.5' 27.5' CSTC 5' _I I I INTX. LAKELAND HILLS LOOP RD. AND ELIZABETH AVE. S.E. SCALE 1 " = 10' 27. — "_ I SIDEWALK 5' i 1' ROADWAY SECTIONS N. T. S, LOCAL RESIDEN77AL (ELIZABETH AVE. S.E.) LANDSCAPING STRIP 3% It 3% 4" GRAIL BASE CSTS 3" CL. "B" ACP - 3" 14' 14' LANDSCAPING STRIP I I 2% SIDEWALK 5.5' 25' 25' I I 8 ' EASEMENT 5' 7.5' 7.5' 5.0' I i;�%j. .s �; iuj• fay YK :^%".'X r..� tZ 7 •a,�N y SANITARY SEWER CSTC 4" STORM —� I SEWER 15' UTILITY EASEMENT MAINTENANCE ACCESS ROAD SECTION N.T.S. BOARDS.8"x 1 "OR 12"x 1" NOTES: /it AIL 8"MIN. 12"MAX. RAIL 4'MIN. 5'MIN. AME POST OR SKIDS ESSENTIALL Y PERMANENT )TES: WHITE IF TEMPORARY. iE IF PERMANENT. ZED. #ARD, RIGHT OR LEFT, IN TRAFFIC WILL PASS H DIRECTIONS FROM MIDDLE PASSES BOTH ENDS. XCEPT 3" IF RAILS ARE LESS )NG. .> RIGID FIXED (PERMANENT) TYPE III BARRICADE MOVABLE (TEMPORAR)Q TYPE FII BARRICADE BARRICADE DETAIL N. T.S. STRAW BALE DETAIL M T. S. RECORD DRAWING CERTIFICA77ON THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE. N \ N rn ._ to o a a Q J m Q Oczr- W Q ti W O'rC U U o � W � W s o o it � Lc mot- M C4, •"' BOLTS 2 PER JOINT EXPIRES: 1-31- C)2- POSTS: PRESSURE TREATED OR CEDAR PAINTED WHITE EXPIRES: 11-07- pp PROJECT REF: FAC. 98-0031 6 �� THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: � J � .4 N —� 0$ p w � cL . pC_ O Ui CA try w W � Q � .. ! W J�� QC—L z 0, Q 6 a-_ z Z.) z—�C Ot W°p� CO= QWZ W� u- Q _ � p � U m: W W Q 0 a 0T1d O m m Cm N t 10 C CD ve) ��� _ 41 .� rj 0 CV C q Gil �n a orn N E U I vM mown \�NO T) N SHEET 10 OF 18 FLE No 25716 LAKELAND HILLS 0;.D166"? i \ \ \\ \ \ STA. 3+ \ , LT \ LAKELAN, D HILLS LOOP ROAD 20 GRAPHIC 0 SCALE 40 WATER AND SANITARY SEWER - PLAN W*MIF4Si' 114 OF SEC7M 6, TOV 0 W AT H, RAAAW 5 EAST, W.M. ( IN FEET) 14SHlA GTON 1 inch = 20 ft. ' \ \ r £gSeMeNT p ,STA. 5+00, 9.98 LT *`'" 'Y""� �, < �, ma >[' '� " �z-, k. .k. �y •u �, �� t �n, . a ��i.•. � \ x;%� �`; '� �,, ` � # Z , �" ,mot^ � • : ' \ .�� f� � � 4 � ' �� �� , � � � , �• ,, ° \ \, STA. 5+08.04, 9.98 LT e � f H i "a L��, `a� �' �i e fir" -. � '}� f � '� �' �" .'•- �„ a \. �`•. \ y A+ ♦ k ",,,� r ✓ � ;'�` ,� � � �#�, 1• ,%, ��, a .. I " 1 ,J ♦ ym Y PLUG ND THRUST B ' \t STA: 08.04 40.0 RT EMS SEE j 175.00' VC I LOW POINT; ELEV = 55, f LOW POINT .STA = 4+& PUI ST;A = 5+00 LO ram. { PVI ELEV = 554.84 — �, ( A D : 2.50 E L 1.00% I ROAD , i to ! K $ 7Q00 1 ? 1 i s cii i t _ — GRADE 9 co I g EX. j 12" WATER M LO CIO W W cr- f oxi CD 3 Q c� N i co Z 3 l v'Q i p L4 cn � Z ! W� N q -H it n �Z' o / = N ; V) a_ Ln Cu � a 00 CD cn ^� �;� Io i u7 LO Z z N J Lu Q 3+00 �x 12" WATER �1OR Ln �to 4+00 1' WAnM ooNSTfluc7loN pms Q REMOVE EXISTING CAP AND BLOW OFF ASSEMBLY CONNECT TO EXISTING MAIN WITH 12"DI CL 52 PIPE CONTRACTOR SHALL VERIFY LOCATION, IE'S, AND FITIINGS REQUIRED PRIOR TO CONSTRUCTION. QCONTRACTOR ALSO TO NOTIFY ENGINEER OF ANY DISCREPANCIES AND COORDINATE WITH CITY FOR ANY ADJUSTMENTS. SALVAGE ALL FITTINGS AND APPURTENANCES, IN GOOD CONDITION. 1-12"x 6" TEE (FL) 1-12GATE VALVE (FLxMJ 1-6""GATE VALVE (FLxMJ)) 1-6" F.H. ASSY. 1-12" ADAPTOR (FLxMJ) THRUST BLOCKING 1-12" lEE (MJxMJxFL) ®1-12" GATE VALVE (FLxMJ) THRUST BLOCKING Q 1- 12" 11 1/4BEND (MJ) THRUST BLOCKING ©1-AIR/VAC. RELIEF VALVE :12" DI. CL. 52 ` TA. 6+12:`7 .5$LT .k 7+W.00, 8.-4T"L — STA 2; x 4 � J ---..— ��' �,� �`?� i `�2 �� its, z • . r �' "^ `, � •r 3 �'•�"��'" a,x��r _ a �,m k � ti 52� h }Y' 4 4 I" 4 X. I: k I� • III I � r �>.a � 9g74,, n k, .,�� f. *,:. � � , � TM a ": 3 • �i; .8s : sr�1 _ "_". ...d . :• % a \ •� IT �I a t.';ti s. a.-a�°� *1s; ,.�2r�' :i: �," C,,i ,;r ,c ,....r - .,,. �`'^4.. � ;,. � ,z�, ,,r� s, \ . ♦ `,^."•§: st?„*€as'+r 4, ..'� & • V, ,yam p{ , f+'+r• r� � V �t � Y �.,,` L .AKFLAND HILLs$ LOOP STA. 3+15 TO STA. 8+30 1" = 20' HPRIZ. i —7--7-----}-----�--- 421M►N. cm r7 h7 M � LO W) V)� ��LO 5+00 AS eh ------- -�-__-------- — — L LO ko �Lo 6+00 1S" STOAT LO Ln Ln HIGH `.PONT ELEV = �57.81 HIGH POINT STA = 745&04 PVI STA = 7+50 ELEV= 558. A.D. = -2.80 K = 80.36 GRADE @ ROAD CEN 1J Q0 ,,; {�j• tt3 Lc) a `� � 7+00 8+00 570 I KEY MAP �+-28• CPO sLILAA 71 HEW A �F WA.rL, Fes, �Q EXPIRH3 11-07- 00 -� NOTE: UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S C 1RUCTION RECORDS -- DATE: — # WILE/PoslrloN: CONFIRMED BY CITY DATE: CN PROJECT REF: FAC. 98-0031 el-P0 0f W THESE PLANS ARE APPROVED FOR CONFORMANCE WITH �S THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. _ .r/Y•�+^w- Date Approved: &4s!!/- 0� D� > > 3 ►� 0 o rn I O U ( U U 41 41 41 = st M N "'- EXPIRES, 1-31-, 0-nd o m m N'tLn C '` 0)pe) -00 •� Ln Lo rO 0 N 4 -c .C I0" :3 o U- O d co o 0-1 N E '44- LO N SHEET 1L OF & ra.E 114005716 urmuu rxus 010 1667 H Z 9� 0 GRAPHIC SCALE IILAKELAND HILLS LOOP ROAD 0 10 20 40 WATER AND SANITARY SEWER — PLAN ( IN FEET ) 1 inch = 20 ft. ST 114 OF 'SECTION 6, TOWAU IP 20 NOFUH, RANG 5 EAST, W k 8- CAP OR PLUG CITY OF, AUB V, PIERCE COUNTY, WAS GTON \\ STA: 10+38.48, 42.82' LT \� IE. = 545.38 ---- PLUG AND THRUST BLOCK 50 LF 8- PVC SDR35 04.0X \ STA: 10+24.49, 42.26' LT \ \ -� STA. 9+42.� 4.,83' LT \ �\ 9+ 5".38 LT STA. 10+ .f 3, 9.38 LT \ 33 LF 12" CL. 52 _ ! \\\ r 6.821 LT --- O.H.P. 1-12"x 6" TEE (FL) 1-120 GATE VALVE (FLxMJ) 1-12- ADAPTOR (FLiMJ) 1-6- GATE VALVE (FLxMJ) 1-6" F.H. ASSY. THRUST BLOCKING ®1- 12" 11 1/4' BM (MJ) MUST SLOCKWG 1-12"x 6" TEE (Mm!tIJxI L 1-6" GATE VALVE (R.*J 1-6- F.H. ASSY, THRUST SLOCKWG it 4-12" GATE VALWS (FLAVJ) 01-12" PLUG AND THRUST BL0CJXW 30 LF 12" DLCL52 a2Dtbb2 O.H.P. -- -- -- -- -- -- -- O.H.P. *�►1------------- ..--,....----------- -- 11 tv; ► _00 N,EW Ff348. �� GIST f EXPIRESi 11 cr- SCALE I a 1 i I 1" 5' i 1rEK'T. ? } 1 Ei(iTM�G GRADE O ROAD CEN { Z x ti j L PtaMiiT ELEV :j 5 24 _ Lfiw1_�Vlel1 STA = �.____...___..__�_._,_._______.._ �— f } ..._._ } .._. f--- '.------�-- ? y � { 1 }. f i/.�L.. _ 'i I ♦ ! i GR!"G N- LF i } Q WIi �I 1 �LAKELAW 560 42 MIN. VE zz 42" ki. ( 12-12- WA , �µ/g" SDR35- I -fir 0 PVC I. ! - i } ✓ i 1.20X✓ e i i { " i } " _ — C +. . SMH 151 -110 TYPE 1 48 0 r,3 I E 35 , R i I , I SD C I PV i -118- LF 8 _ �..�.�---= - - '- - ------ ----- -- ---._. - _- _- — -STA-- 14+15- io. K1- -_ - — ?---- t— ,- RIM - 55$. 3`t -<� j j SSMH 1510 109 TYPE 1 - l48"0 { LE. S 8, IN = 54&06 TURE ���'. �. i 1 1. 1 ! i } I i STA = 11+ 0 - 5;00 R°o.l�T j i i i LE. E 8A iN = 34A� U}�, RIM = $� 5.� �.�-F� I j ; I.E. N 81 OUT = I$ ; I E. 8IN = 44.99. 544.0 I�A.�w= {i ;SSMH 1510-108 TYPE 148.0--.__-_.__-___.___.-----._____...--l.E. �NS� 8 OUT §448A'4'.4.5� _._-..�__ _—_I _-- i ----_ _ _- _ ' �__ ___-----.___�___.._� _._ . __�___ �_____._ I - r------i-------- ------+----_____-_-�=._-_j._.__- .-_------ _...—. __ ...-_STA ._.-1II+42. 8 __ ��fl0 _R .--- _. .------- -r , --�— r _ -�--�---�---- ; _. ._-----------y--___---_--�-----------_-__-'= - } LAaDER �W) ---�- `'S40 CONTRACTOR WILL PVIOE C4MP,�CTIid RIM = 555.04 ►- { f ! i TEST RESULTS FOR H# 1510+�08 TO { I.E, S 8" IN 543.38- 54' 0} THE R UTILITY. I I.E. E� 8„ IN 543-e38- 54 O'5 i ! LE. W) 8 OUP - 5 . Q I { riS i i LADDEFI (N) 1 j h `i- c7� N�ONi �ONi 0� m Ni L0 9+00 10+00 11+00 12+00 13+00 14+00 I go ffDj 0- Elf 3-M-oT NAME ATE_-2!!P? NOTE: UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS DATE: l' TITLE/POSITION:_-""�GG��•°� CONFIRMED BY CITY _ DATE: PROJECT REF: FAC• 98-0031 M� i THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. --s-J4 . Date Approved: 4,3d%d d AE w � V V czr- Q � � h— Z ti to .q Q � Z U' U W 0 v M C%4 ..- EXPIRES, 1-31- (r OTW o � 0) N� -- O)tfn V Ca'� ML0 Cp N C' O -ca (n O u- o � N Oft 0 U F SHEET FLE No 257'16 LAKELAND HILLS d�-01667 �Q 0 4' i m_ o U) cn h U) F_ cn = d r Cl c FIZZ t° o e� O 1 j h N w GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. ELiZABETH AVE. SE WATER AND SANITARY SEWER -PLAN NORTHEAST 1/4 OF Si.=C710NI 6, TOWNSHIP 20 NORT74, R,4NCE 5 EAST, W.M. CRY OF AUBURN, PIERCE COUNTY, WANTON LIAET�►�fE--. _ - --__- -- -- -- _ _ -- -- - VC - ----- -- - -- - ------- - ---------- ------- - - - -- --- -_ _ _---- ---- { STA 20+00 to STA 24+P0 PVI TA = 20+75 ! SCALE: 1" = 2(9' HORIZ. i PVI ELEV = 553.00 o LO "' ! I f ,ji N 1" = 5' V6RT. I t A%D. = 1.00 ; , f : 560 -.. - -y-- _— �.. --# -- -- ---- - -- ----._ i _ ---- — -- - �- ---- -- v3 ! w 04 to PROPOSED GRADE 0 ROAD CENTERLINE ��, ! { "' m t 0- a- ECENTERLINE I I I i I I ! I , # i ; I - .00% ' iXIS1)NG GRADE ROAD CENTE ifq� f�LINE ! 1 i ' _ 42"MIN. COINER I ss f I--- 2. - _._._ I - _ _ _ I 4 I, '12" WATER DIP j - -- — 72" �fIN. COVER" - -- ---- i — -:act -- _ 04.1 P � 2 STOW ! : � 58 .� PV� SDR35 � 2.8� • 0 } i' 0 p I � i 1 : 0 ( I I I I : 540 ! f SSMH 1 10-108 TYPE - I I i I i STA - 0+06. 99 - 5.04 .$ (o T � RIM = 555.04 y` i I.E. S !8 IN 54�3 �8 �} , 0� I.E. E� " IN - 64 65 1 " I C SpR35 ®� _r_ ___� ---I ---+f. 8"--9k1T = ! 8-0,�V <> : ! _ -# ---------- fills-tEk7 T�'flE -r-- i r ---}-- - 47 F i } _____� - -- TA = 21+65 - 5.00 LT 3.` 1 ! j ta�U R (!VE 2 , LT } ' I } RIM = 551.05 � 5t. P i i i hE. E 8 IN - �-RA. 2 I 1 I I ICE. (S� 8" IN - �}- IE. (N'W) 8" OUP = 540.09.53 I f -! SSMH 1510-1 6 TYPE 1 - 4 "0 # ;-._--__ __ _-_ ------ -STA _ 23 D5 I f � - RIM=-648.,* 549.3(o r I.E. SE) 8" 1Iy1 = 5 �• 14- i I.E. SW 8" IN = A8- 5 (p. l �} LE. N 8" OT , ca , , 520 0 . ._, ._ LO LO uj Q w j j I Lu ui ?w r O �a O� * �u"� cv� �N �� � oo U-) + LOLo � u LO to R f00 23+00 22+00 21+00 m KZ wu KEY MAP -00 �SHEW� ,.c w .V7� ll%z 0 L"D--),) U U %'.L:, NAYE.sz —DATE+-q'o> EXPIRES- 11-07-pp 1-12" CROSS (FL) 114-12" GATE VALVES (ftxMJ) 1- 12" 22 1/2- SM (MJ) THRUST BLOCKING 1-12" 11 1/4' SM (MJ) THRUST BLOCKING 01-12„ TEE (MJxMJXFL) 1-12 GATE VALVE (FLxMJ) THRUST BLOCKING 1&1-12" x 6" TEE (FL) 1-12" GATE VALVE (FLxMJ) 1-6" GATE VALVE (FLxMJ) 1-6" F.H. ASSY. 1-12" ADAPTOR (FLxMJ) THRUST BLOCKING NOTE: UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CON UCTION RECORDS BY DATEr BY CITY C DATE. - PROJECT REF: FAC. 98-0031 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. J, Date Approved: (0 3 0 o U F X Y 3 o ul O V 2 `U W s V c � s Z t= W s N 3 Q I cl- n N - -.Wmm EXPIRES- 1-31- ( -1 W N �p Q N C� w ' c ot o wW Ld [�� lu_* Q � N 0 J §CL �l�' cw Wz' Q cri N � � CO Q CL AH W U 0-nd O 0) 0) o`'to o U)�� i— LO •� 0 cv C � c .�, o 1E O �h 10 6 0) N E dt' U r7LO U SHEET 13 OF & FKr= No 25716 LAKELAND HILLS oz01667 cm m a ., o cn � a o r 3 Q cn cn a N 0- �a CD cn oN LU Q � i _ x GRAPHIC SCALE 20 0 itt 10 20 40 ( IN FEET ) I inch = 20 ft. 3 11 IN 19 a ELIZABETH AVE. S.E WATER AND SANITARY SEWER - PLAN NORTHEAST 1/4 OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 E43T, W.M. GTY OF AUBURN, PIERCE COUNTY, WASHINGTON ci �! I W ELIZ�ABETH AVE. S.E. N f i o i t No 11 Q,O S i SCALE: 1 =0 HORIZ. 1" = 5' V:ERT i i ti I LOW POINT ELEV t= 543.96 ------ PVI STA = 25+84.99 EXtSfiNG GRADE • iQAD PVI ELEV = 542.80Go c+o A.D. = 4.15 N K= 42.11 1 , PROPOSED GRADE 9 ROAD CENTERLINE_ - _ g o' 550 _� i-- -- cu ------ _-- — i �. ,n o • 1 i i 1 i k e i N on WA\ 427MINY WA 1 i i i I i TER DIP i i i • 9 f I � 14 i ,� ' t i 24 i k NOTE: IF {WATER MAIN N EJIZABETH AVE. SE. DESIGNED FOR VIEW RIDGE SOUTH (FAC#0047-98) IS i ; � NOT CONSTRUCTED, INSTALL BLOWOFF ASSEMBLY AND- - .-PLUG--PER--OONSTRUCTION-- N0TES- 9 _ AND.-4& t MAIN IS CONSTRUCTED, REMOVE TEMPORARY PLUG AND j i ' I j CONNECT TO EXISTING 12" ¢ATE VALVE. r i ' eo , t I i S 247 i t i " zlC6 J SSMH 1510-104A TYPE 2- 1 �Z a F + I i N a w E STA = 26+55.16 - 5.0 '1 j 4 p\' Gv I o RIM = 544.69' 1 OR I ! z I I.E. (SE) 8" IN = 516.1• • u SpR2 ' 1 OV { LE. SW 10" IN-= 516.5 i N I.� ; a*� Pv 1 S i i i o 0�'� C i 5 STA _1 _i-__- i ' ' -" OUT_=__. 1 -. t-s, a _ _ -f_----.------- - }s- _ - - ------ -----_ _ - ---- -____ _ -- -- --L€ T2- 5 i 25+53.25 �' j � J 1 _+L K (W) E RIM 543,84 f I.E. (SE) 8" IN = 626-rLuj I.E. (NE' 8" OUT = cn.2525X04 ' I i Z wl i LADDER (E) c~n Ewa w � '4t � cp � � 1+) 00 cp � O cn Itz CV O v .— t +00 27+00 26+00 25+00 24+ r i KEY MAP 19 0 � U � 177 NAME—DATE(%'`� ®1-BLOW OFF ASSY. 1ND (MJ) THRUST BLOCKING 05 1-12" PLUG THRUST BLOCKING �19-00 �POF HEV A w Q 34858 Lv sIDis NALR����� EXPIRES, 11-07-00 © 1-12" x 8" TEE (MJ x MJ x FL) 1-8" GATE VALVE (FL x MJ) THRUST BLOCKING NOTE: UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION:��� CONFIRMED BY CITY- DATE: - PROJECT REF' FAC. 98-0031 6, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date . . . ,. M o o +oo N _C �= N '0 N W W 7 V z V O � U O � U w Z CL 4 s � z ' C14 W_ ,LOB W A H 18379 RMLRE,1 ,0NAL EXPIRESi 1-31- Icc C4 to co V3 .d C 5 0" r, _ 5 CN w u o 6+7 to to SHEET 14 OF & FKE No 25716 LAKELAND HILLS H 0*1 D 164 7 O O m Cu cLl cri � b Gi) 0i c 10 cy 01 n 3r L7 N 6O 1 p Q U) H N h 3 �a c / a N � W i J �W i _ k 45+00 M-1il GRAPHIC SCALE UTILITY EASEMENT ,-�—�—I WATER AND SANITARY SEWER - PLAN r� �x FEer�—MORIFEA8TV4 OF 3ECTKKJ 8, TOWNSHIP 20 NORIFL R4N!3E 5 EAST, WM ii«cl EASEMENT NOTE: FOR STREET RIGHT OF WAY, PIPE TRENCH BACKFILL, AND PAVEMENT RESTORATION SEE STANDARD DETAIL GEPT-1. ' NOTE: UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. r RECORD DRAWING CERTIFICATION THESE DRAIMNGS CONFORM TO THE CONTRALTO 'S STRUC71ON RECORDS BY DATE: TITLE/POSITION:- c. Set h CONFIRMED BY CITY OAX.1_lri.�3 i A 40-28-00 CXPIRES 11-07- Q0 PROJECT REF: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: G�3do ,t Ly r r _ j U. i !k4 O U A . R O Z Q m Q W L t 2 Z3 [L Q S Q S UQ o Q ,d- C I - IRES+ 1-31- v (j t° .Q C' co"! O4 r p c w � w � w� ZZ - + �► W w� n vQct Q � �.�z cn co 49U) u- z� NCOz ct QQ W W 4, U 0-nd O 0) 0) cm p L0 c th O ♦w 0) 111) go N cv SHEET 15 OF 18 FL.E NO 25716 LAKELAND HILLS i O;L 0 1 (47 J C7 0 d 0 co o N Z CT 3 h N L b1•Y% 530 RIM = 519.38✓ I.E. (SW) 12- IN =4 -M4.02 -•P W PVC (N & S) - EXISTING 80i PVC (E) - EXITING CENTER -OF--CHA EL = 10.9-2 � AD.DER NO) iS2 -4W LF 12"O PVC SOR21 CN M N LO sit. 0•350, RIM. = -528.* 530• 49 ; 36 I.E. SW 12-!IN =�J� 5•�9 I.E. (NE) 12- PUT LA DL)ERi (E) m a 309 LF 1270 PVC SDR21 0 0.40X- Q• Ocri 6 yj tip N� CN N N N Lc) L0 to L0tto 40+00 41+00 a PROPO-4D GRADE 0 PJOPM ESM'T AND NORTHERLY EDGE OF 15' AMSS GRADE 0 PROPOSED ESM'T CENTERLINE 39+10.64 i0 44+W HORIZ: 1- = 20' 0) \ 1. NOTE: UNLESS OTHERWISE St OWN, OFFSI ARE TO CENTER OF CATCH BASIN tAXMtN ! aV 1t: FOR STREET RIGHT OF WAY,; PIPE TRENCH BACKFILL, qND PAVEMENT RESTORATION SEE STANDARD DETAIL GEPt-1. _ ; ONSANITARYSEWER OVER f5 FEET IN DEPTH, PVC SDR21 WICOR-N-SEAL !BOOTS OR DUCTILE IRON CLASS 52 PIPt MAY BE USED' N Q4 LO to 43+00 SMH 1510-103 TYPE 3 - 54-0 IM - GAS 2.9.1 `f' � � �`�' LT E. (SW) 12- IN '=-git3 06 +sl 9 E. NE 129 Pr . OU;T = 1 vt ____... __4 336 510 J� UW N cn Ln� �LO O W to 44+00 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS Lr B 13 U BY: -- i DA NAME ,DATE � 00 PROJECT REF: FAC. 98-0031 v THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. I n t w Qc i U w a. DATE 8EALED s t-: Z Lu Lu �.c C CZE g f t It (Low CL p e� O Z3 V CL Z) Q Q tAl 0-nd O O)Q) Qi a � n C r\ O CD �o� c M M O N C L" 2 �n CJ A 1 mown Ln ►n p TITLE/POSITION: ";"' lwkA•,5�'� Approved By. SHEET 16 OF 18 CONFIRMED BY CITY DATE: '-4ol:Q Date Approved: I3d/oy FL.E NO LAKELAND HILLS O;. D 16 6 *7 } I- u WATER MAIN CONSTRUCTION NOTES 1. PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETING ANSI SPECIFICATIONS A-21.51 OF LATEST REVISIONS AND SHALL BE THICKNESS CLASS 52. PIPE SHALL BE CEMENT - LINED, IN ACCORDANCE WITH ANSI SPECIFICATION A-21.4 OF LATEST REVISION. 2. ALL PUBLIC WATER MAINS SHALL HAVE A MINIMUM COVER OF FORTY-TWO INCHES (42")• 3. ALL VALVES FOR WATER MAINS SHALL BE RESILIENT WEDGE GATE VALVES FOR TWELVE -INCH (12"K) AND SMALLER. BUTTERFLY VALVES SHALL BE USED WHEN OVER TWELVE -INCHES (12"). 4. 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. 5. PIPE FITTING SHALL BE DUCTILE IRON AND SHALL HAVE THE SAME KIND OF COATING, LINING AND STRENGTH AS THE PIPE TO WHICH CONNECTED AND SHALL CONFORM TO ANSI SPECIFICATIONS A-21.10 AND 1-21.11 OF LATEST REVISION. 6. HYDROSTATIC TESTS ON THE NEW PIPE LINE SHALL BE MADE IN ACCORDANCE WITH THE PROCEDURE FOR WATER -PRESSURE TESTING WATER MAINS 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 ALL CONNECTIONS TO EXISTING MAINS AT A MINIMUM TEST PRESSURE OF 200 PSI. 7. DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR TO CONNECTION TO THE EXISTING WATER MAINS AND SHALL BE IN ACCORDANCE WITH THE LATEST PROVISIONS OF AWWA C 601. 8. MEG-A-LUG TYPE RESTRAINTS SHALL BE USED AT ALL BENDS. FOR TEES, 90 BENDS, AND SPECIAL CIRCUMSTANCES, CONCRETE BLOCKING SHALL BE USED PER CITY STANDARDS. 9. ALL WATER MAINS SHALL HAVE A BLOWOFF ASSEMBLY AT LOW POINT AND AN AIR VACUUM RELIEF VALVE AT HIGH POINT OF MAIN. 10. THE FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO STANDARD DETAIL STAND PLUMB. SET TO FINISHED GRADE WITH THE LOWEST OUTLET BEING NO LESS THAN 18 INCHES (18") FROM FINISHED GRADE, AND A CLEAR ZONE AROUND HYDRANT OF NO LESS THAN 36 INCHES (36"). THE PUMPER PORT SHALL FACE STREET OR FIRE ACCESS. 11. AL_ VALVE BOXES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE WITH THE CITY OF AUBURN'S STANDARD DETAIL NO. STFG-1. 12. STREET OR PARKING LOT CURBS SHALL BE PAINTED WITH FORMULA WiD-Y1 (YELLOW) 15 FEET (15') EACH SIDE OF ALL FIRE HYDRANTS, AS DIRECTED BY THE CITY. LD 0 C) 0 Cu m m N a., CD 3 "D LAKELAND HILLS LOOP ROAD / ELIZABETH AVENUE S.E. WATER AND SANITARY SEWER N0DETAILS NonnEasr va of a, rowHsreP zo n+oant RANG 5 E43f, W.M. PIERCE CWMY, WA3F9M^TOIJ SANITARY SEWER NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (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 PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF STANDARD CONSTRUCTION NOTES, STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWING. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD 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. 8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. 9. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 10. BEDDING FOR PVC PIPE, CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8 INCH MINUS CRUSHED ROCK, SIX INCHES (6") MINIMUM UNDER, TO SIX INCHES (6") MINIMUM OVER THE PIPE, AS PER THE CITY OF AUBURN DETAIL NO. GEPT-2. 11. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACK FILL DETAIL NO. GEPT-1 AND GEPT-2, FOR CONSTRUCTION PROCEDURES. 12. ALL IMPORTED PIPE TRENCH BACK FILL MATERIAL SHALL BE GRAVEL BORROW PER SECTION 9-03.14. 13. PIPE TRENCH BACK FILL MATERIAL WITHIN THE IMPROVED RIGHT-OF-WAY SHALL BE 5/8 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE PUBLIC STREET. 14. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLANS WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER, AND THE CITY OF AUBURN. 15. CONTRACTOR SHALL NOTIFY ENGINEER IN THE EVENTS OF DISCOVERY OF POOR SOILS. STANDING GROUNDWATER OR DISCREPANCIES FROM PLANS IN GRADES, LOCATIONS, AND CONSTRUCTION OF UTILITIES, STRUCTURES AND OTHER EXISING CONDITIONS. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIONS OF CONNECTIONS PRIOR TO CONSTRUCTION. 16. STATIONING AND OFFSETS TO STRUCTURES SHALL BE TO THE CENTER OF STRUCTURE. 17. PIPE SHALL BE RUBBER GASKETTED, PVC, ASTM D 3034, SDR 35 OR PVC SDR 21 WHERE NOTED. DUCTILE IRON PIPE SHALL BE CLASS 52 - CEMENT LINED AND USED WHERE NOTED. 18. THE LOCATION OF THE MAIN INTO THE PROJECT SITES 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 OF THE MAIN SHALL BE INDICATED IN BLACK PAINT ON THE 2 X 4. 19. NO SIDE SEWERS SHALL BE CONSTRUCTED WITH THIS EXTENSION. 20. CONTRACTOR SHALL OBTAIN ANY NECESSARY PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION, 21. SEWER SHALL BE PLUGGED AT THE UPSTREAM MANHOLE TO PREVENT DEBRIS FROM ENTERING THE SYSTEM. PLUG WILL BE REMOVED AFTER ACCEPTANCE OF THE SYSTEM. c c NOTE: SEE WSDOT STANDARD PLAN B-23b FOR ALL OTHER MANHOLE DETAIL AND SPECIFICATIONS. v`00 0 0000 o SANITARY MWEB MH #1510-104A TYPE 2. 72" NOT TO SCALE SAW CUT OR EQUAL CUT TO BE UNIFORM AND VERTICAL. (SEAL JOINT W/ EMULSIFIED ASPHALT) EXISTING GROUND LINE OR SUBGRADE NOTES: 1. 3" MINUS IMPORTED OR NATIVE MATERIAL MEETING OR EXCEEDING WSDOT STANDARD SPECIFICATIONS 9-03.10 FOR GRAVEL BASE COMPACTED IN MAXIMUM I' LOOSE LIFTS TO 957. MAXIMUM DENSITY. ANY NATIVE MATERIAL USED SHALL BE TESTED FOR COMPACTION AND/OR GRADATION AS REQUIRED BY THE ENGINEER. 2. BEDDING MATERIAL PER WSDOT STANDARD SPECIFICATIONS 9-03.15 AND 9-03.16 COMPACTED TO 95% MAXIMUM DENSITY. DEPTH OF MATERIAL SURROUNDING PIPE SHALL BE ADEQUATE TO SUPPORT THE PIPE AND TRENCH. 3. ALL FILL SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. 4. SHORING AND CRIBBING ARE REQUIRED WHERE TOTAL TRENCH DEPTH MEASURED FROM EXISTING SURFACE GRADE TO BOTTOM OF TRENCH EXCEEDS 48". EXPIRES- 11-07 Q�-� W 7 0 0 o rn C ' ^_ W o 0 0 © Q z Q Uzi W J n, cti z) o, 5 5 5 S a c Lawc �! fn N ^ DATE SEAL) _5 EXPIRES, 1-31- E'er- (O ` O � z� ca N Wow �� % �Q �w - WW N � LL„ �LLI z 4LQ Q -j E.., co U tL. RESTORATION LIMITS _ Z Z r-EXISTING SURFACE GRIND AND OVERLAY Z a• 12" 6 MINIMUM 12„ PER LIMITS SHOWN IN SHEET 9 T Z (o MIN. MIN. cr O z W N W = 3" MIN. COMPACTED DEPTH, 000000000 ASPHALT CONCRETE CLASS B ' 0000000 0 » W 000000 COMPACTED DEPTH, 5/8 MINUS �- 0 0 0 0 0 0 0 0 o CRUSHED SURFACING TOP COURSE W Q W Q SEE NOTE 1 „ V MAXIMUM WIDTH SHALL BE PIPE I.D. PLUS 24" SEE NOTE 2 UnLITY TRENCH AND PATCH DETAIL REFER TO CITY OF AUBURN STD. DET GEPT-1 & 2 N. T. S. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC. 98-0031 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: O'na oCy) rn o'tto ho a' I I -00 C ,. -' �' .� � n U N C 0 c Q aLL- r� o U � � h In N SHEET 17 OF8 F NO 25716 LAKELAND HILLS ono r667 \ \ \ EXIST. DOUBLE �\ \ YELLOW \ z•00 2&00 LAKELAND HILLS LOOP ROAD / ELIZABETH AVENUE S.E. CHANNELIZATION PLAN NORTHEAST 1/4 OF SECTION 6, TOWNSHIP 20 NORTH RANC,E 5 EAST; W.M CITY OF AUBURN, PIERCE COMI; WASHINGTON STA. 3+32.78 BEGIN SBY (SINGLE BROKEN YELLOW) \ \ ON \ \ \ \ \ GRAPHIC SCALE `T 0 20 40 80 -li -"-'---------------------\ ( IN FEET ) I inch = 40 ft. LAKELAND HILLS LOOP— RD. STA 3+15 to STA 14+00 SCALE: 1" = 40' HORIZ. INSTALL 2-TYPE III -BARRICADES (TEMPORARY) � � • 1 1 �SZA 27+01. + ' R • ♦ \ END S$Y -6N-4_ � ' - � �' �i�•• �,` � /, \ IN, IN 4. GRAPHIC SCALE 40 0 20 40 80 \ \ \ \ •* �``` \ ( IN FEET) 1 inch = 40 ft. \ � \ '� ` \' � • � b ELIZABETH AVENUE S.E. STA 20+00 to STA 27+32.66 SCALE: 1" = 40' HORIZ. INTX. STA. 10+37.78 (LAKELAND HILLS LOOP RD.) = STA. 20+00.00 (ELIZABETH AVE. S.E.) STA. 20+28 CENTER OF CROSSWALK W Cd W Q 22+oo N N Q: J 4 _. _. — — W STA. 21+01.00 Z Mom BEGIN SBY ON Q J Z Q . STA. 2a4-W.003, 0' LT afOP- SIGN &ROAD NAME SIGNS STA. 20+38.00 CENTER OF STOP BAR 39' SSY ON STA. 20+77.00 I I MATCHLINE — ELIZABETH AVE. S.E. STA. 21+00 SEE BELOW FOR CONTINUATION KEY MAP YPE X (TEMPORARY) IAICTAII 7-TVDE' TIr i i i i i —EDGE LINE-4" SOLID WHITE LINE 5' FROM FACE OF CURB - BOTH SIDES (TYP.) OF LAKELAND HILLS LOOP RD. CHANNELIZATION / TRAFFIC CONTROL NOTES: 1.) GENERAL: ALL PAVEMENT MARKINGS SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS OF THE CITY OF AUBURN. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND TO THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, AS PZ T N E W ADOPTED BY THE CITY. OF WASNl��„ A.) - ALL PAVEMENT MARKING USED TO SEPARATE OR CHANNELIZED TRAFFIC SHALL BE PER STANDARD DETAIL TRLM-1. RAISED PAVEMENT MARKINGS ARE PREFERRED FOR ARTERIAL STREET CHANNELIZATION. PAINT WILL BE ACCEPTABLE FOR NON -ARTERIAL CHANNELIZATION. A 4-INCH-WIDE WHITE STRIPE IS PERMITTED FOR FOGLINES IN ALL CASES. B.) - ALL PAVEMENT MARKINGS MUST BE LAID OUT WITH SPRAY PAINT AND APPROVED BY THE CITY ENGINEER PRIOR TO PERMANENT INSTALLATION. APPROVAL MAY REQUIRE A THREE WORKING DAY ADVANCE NOTICE TO HAVE FIELD LAY -OUT APPROVED BY THE CITY ENGINEER OR TO MAKE ARRANGEMENTS TO MEET THE TRAFFIC ENGINEER ON SITE DURING INSTALLATION. 2.) CROSSWALK: ALL CROSSWALKS SHALL BE A PIANO KEY OR LONGITUDINAL BARS CONSISTING OF WHITE THERMOPLASTIC MATERIAL. THE POSITION OF THE CROSS BARS SHOULD BE SPACED IN SUCH A WAY AS TO ALLOW MAJORITY WHEEL TRAFFIC TO PASS IN THE UNPAINTED SPACE. SEE STANDARD DETAILS TRLM-3. 3.) SIGNING: CITY OF AUBURN USES "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES " (MUTCD) AS A GUILDELINE FOR SIGNING EXCEPT AS MODIFIED. A.) - THE BUILDER OR DEVELOPER SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL TRAFFIC CONTROL SIGNS, INCLUDING BUT NOT LIMITED TO STREET NAME SIGNS, REGULATORY SIGNS (INCLUDING STOP AND NO PARKING), WARNING SIGNS, BARRICADES AND BICYCLE/PEDESTRIAN SIGNS AS REQUIRED. (SEE DETAILS TRSP-1 AND TRSP-2.) 4.) CONSTRUCTION AREA TRAFFIC CONTROL: THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND MAINTAIN ALL SIGNS, BARRIERS, WARNING LIGHTS, STRIPING, AND FLAG CONTROL REQUIRED FOR MAINTAINING PUBLIC SAFETY IN CONSTRUCTION AREAS. TRAFFIC CONTROL SHALL BE MAINTAINED AT ALL TIMES WHEN CONSTRUCTION IS IN PROGRESS ON ALL STREETS, AND ACCESS POINTS IN THE CONSTRUCTION AREA. NO CONSTRUCTION AREA TRAFFIC CONTROL ACTIVITIES WILL BE PERMITTED WITHOUT AN APPROVED TRAFFIC CONTROL PLAN. PLANS SHALL BE SUBMITTED TO THE CITY OF AUBURN FOR REVIEW PRIOR TO ANY CONSTRUCTION ACTIVITIES IN THE PUBLIC RIGHT-OF-WAY. 5.) BARRICADES: TEMPORARY AND PERMANENT BARRICADES SHALL CONFORM TO THE STANDARDS DESCRIBED IN SECTION 6C-8 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCO) AND STANDARD DETAIL STBL-I. A.) - TYPE III BARRICADES MAY EXTEND COMPLETELY ACROSS THE STREET (AS A FENCE). WHERE PROVISION MUST BE MADE FOR ACCESS OF EQUIPMENT AND AUTHORIZED VEHICLES, THE TYPE III BARRICADES MAY BE PROVIDED WITH MOVEABLE SECTIONS THAT CAN BE CLOSED WHEN WORK IS NOT IN PROGRESS, OR WITH INDIRECT OPENINGS THAT WILL DISCOURAGE PUBLIC ENTRY. WHERE JOB SITE ACCESS IS PROVIDED THROUGH THE TYPE III BARRICADES, THE DEVELOPER/CONTRACTOR SHALL ASSURE PROPER CLOSURE AT THE END OF EACH WORKING DAY. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DATE. TITLE/POSITION: CONFIRMED BY CITY DATE: Z EXPIRES 11-07-00 PROJECT REF: FAC. 98-0031 ` �8 od THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By: J'D6 fa �-r Date Approved: -r r > 3 O O N O N 2 � Co 0 � Q o U Q W j i N DATE SEALED EXPIRES 1-31— Q Z, 0 �1 Zvi C* ° Lu a, o cn w w 2 j � �Ze0 J _ J IN ca UQ�� w= z ZzN WNro= Q�w � W W Q J U 0-nd O 0)0) . � °' rn r7 � 00 M ZLOC .� K) U N C Q mow o s C �� a o N E U � SHEET 9 OF 18 R-E No 25716 LAKELAND HILLS N o3 o 1 J 0;L0 / 66 7 ',n GFNFRAI NnTFS Q O N N 0 N m m m CL W w V • Q. 0 UJ U n �111111 � f „ L 4g� Q J 0 h z 00 Legend WQS, N (6 :Zi Clq (n EXISTING 120/240 VAC SERVICE CABINET PER CITY OF AUBURN SPECIFICATIONS 0 ® TYPE 1 JUNCTION BOX LL- PROPOSED CITY OF AUBURN STREET LIGHT STANDARD ® NEW 120/240 VAC SERVICE CABINET PER CITY OF AUBURN SPECIFICATIONS Z IA CONDUIT & WIRE SCHEDULE ` \ W `ate `©'I RUN CONDUIT SIZE WIRE I COMMENTSi ' . y b 1 Q J ,< r JL4,T n 28 FROM LIGHT POLE FOUNDATION TO >, y`! W RGS 148 GRD JUNCTION BOX AND ROADWAY CROSSINGS o W �'` J 2 2° PVC JUNCTION BOX TO JUNCTION BOX.�' 148 GRD:.. > :]z c) ! - J L 3 2 RGS 3-42 CONNECT TO PSE VAULT ,, Q W NOTE: CONDUIT SHALL BE PVC SCHEDULE 40, UNLESS CONDUIT ENTERS INTO LIGHT :_. , , GRAPHIC SCALE -Aj J W Q _. 40 0 20 40 80 J POLE FOUNDATION FROM JUNCTION BOX OR ITS A ROADWAY CROSSING. �- v LUMINAfRE SCHEDULE POLE NUMBER SERVICE / CIRCUIT WATTAGE POLE TYPE HEIGHT ARM LENGTH L1 11 C 100 ALUMINUM 30 FT 8 FT L2 1 I C 100 ALUMINUM 30 FT 8 FT L3 11 C 100 ALUMINUM 30 FT 8 FT L4 1 I C 100 ALUMINUM 30 FT 8 FT L5 11 C 100 ALUMINUM 30 FT 8 FT L6 11 C 100 ALUMINUM 30 FT 8 FT L7 11 C 100 ALUMINUM 30 FT 8 FT L8 11 C 100 ALUMINUM 30 FT 8 FT L9 1 I C 100 ALUMINUM 30 FT 8 FT L10 11 C 100 ALUMINUM 30 FT 8 FT Lt 1 1 I C 100 ALUMINUM 30 FT 8 FT MAT - A: 13+50 SEE BELOW F" T FOR CONTINUATION THESE DRAWINGS CONFORM�TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: ill DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: ( IN FEET) I inch = 40 ft. PROJECT REF: FAC198-0031 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUSURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. 0.P� SJL Date Approved: �oO D. pF WAS 0) 33749 STER�9 �sstaH�L E��1 EXPIRES 12/10/01 U z Q o � Z Z n N Q o o Z o of � coN Q a LL Lu J LEI d C-) w m O L� C14 O N � M 0 o � CV o .. SCALE: 1 NCY - 4V FEET DATE: 12120100 DRAWING NUMBER LAKELAND KILLS STREET PLAN APEX JOB NO. 25716 SHEET 01 ©F Ol oxD/667