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HomeMy WebLinkAbout02D1651w -; 0 0 CU C\J 4i m 3 Cn T_ J d rT- 0 I T) CU 0 En I 0 Q J W Y Q J i GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. LEGAL DESCRIPTION A STRIP OF LAND LYING WITHIN THE SOUTHEAST QUARTER OF SECTION 6, THE SOUTHWEST QUARTER OF SECTION 5, THE NORTHEAST QUARTER OF SECTION 7, AND THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 20 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, PIERCE COUNTY, WASHINGTON, AND MORE SPECIFICALLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 6; THENCE SOUTH 01'43'16" WEST, ALONG THE EAST LINE THEREOF 2,135.77 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 01'43'16" WEST 576.57 FEET; THENCE NORTH 87'30'06" EAST 5.23 FEET; THENCE SOUTH 01'42'58" WEST 0.15 FEET TO THE BEGINNING OF A CURVE, CONCAVE EASTERLY AND HAVING A RADIUS OF 695.00 FEET; THENCE ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 08'09'17", A DISTANCE OF 98.92 FEET; THENCE SOUTH 06'26'19" EAST 150.49 FEET TO THE BEGINNING OF A CURVE, CONCAVE WESTERLY AND HAVING A RADIUS OF 765.00 FEET; THENCE ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 06'13'53", A DISTANCE OF 83.20 FEET; THENCE NORTH 88'03'05" WEST 70.05 FEET TO A POINT ON A NON -TANGENT CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 695.00 FEET AND TO WHICH POINT A RADIAL BEARS NORTH 8934'32" EAST, THENCE NORTHERLY AND COUNTERCLOCKWISE ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 06 00'51 ", A DISTANCE OF 72.95 FEET; THENCE NORTH 06'26'19" WEST 150.49 FEET TO THE BEGINNING OF A CURVE, CONCAVE EASTERLY AND HAVING A RADIUS OF 765.00 FEET; THENCE ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 08'09'17", A DISTANCE OF 108.88 FEET; THENCE NORTH 0142"-W EAST 487.60 FEET TO THE BEGINNING OF A CURVE, CONCAVE WESTERLY AND HAANG A RADIUS OF 695.00 FEET; THENCE ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 2232'26°, A DISTANCE OF 273.42 FEET; THENCE NORTH 6910'32" EAST 70.00 FEET TO A POINT ON A NON -TANGENT CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 765.00 FEET AND TO WHICH POINT A RADIUS BEARS NORTH 6916'32" EAST; THENCE SOUTHERLY AND CLOCKWISE ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 15'52'44", A DISTANCE OF 212.01 FEET TO THE POINT OF BEGINNING. FERAL CONSTRUCTION NOTES CITY OF AUBURN STANDARD PLAN 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/AP% STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" 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 CITY OF AUBURN STANDARD CONSTRUCTION NOTES, 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. 1W CONTRACTOR IS CAUTIONED THATONAK"5 ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE C RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARDBY 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. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORMWATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION/SILTATION CONTROL PROCEDURES. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. 10. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES 12" OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-1). 11. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS -OF -WAY WILL BE APPLICABLE AND DETERMINED AT THE PRE -CONSTRUCTION MEETING. 12. THE CONTRACTOR SHALL INSTAL REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY'S STANDARD DETAIL NO. 1RSP-1. 13. POWER, CABLE AND TELEPHONE LINES SHALL BE IN WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES WATER, STORM) OF THE FIVE FEET (5'). 14. ALL CONSTRUCTION SURVEYING FOR EXTENSION OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 15. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY; TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DRAWINGS" REQUIREMENT. 17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES (14-) WITHOUT ADDING NEW SECTIONS. PF 0 52Q 1 OF 13 LAKELAND HILLS WAY - PHASE 4 PUBLIC ROAD, DRAINAGE, SAN. SEWER and WATER - COVER SHEET A PORTION OF THE SOUTHEAST 1/4 OF SECTION 6, AND THE NORTHEAST 1/4 OF SECTION 7, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. C11Y OF AUBURN, PIERCE COUNTY, WASHINGTON TOPOGRAPHY NOTE: DATUM (NGVD29 VERTU: CONTOURS SHOWN WITHIN THE LAKE TAPPS PARKWAY USGS (PIERCE COUNTY) CORRIDOR REPRESENT FINISH GRADE PER ESM NAD27 (CITY OF AUBURN) GRADING DESIGN. EXISTING CONTOURS OUTSIDE OF THE LAKE TAPPS PARKWAY CORRIDOR REPRESENT DEGROSS AERIAL TOPOGRAPHY. SITE INFORMATION: BENCHMARK: AREA - 1.2E ACRES BRASS MON. AT SE CORNER OF B.N.R.R. BRIDGE SPANNING THE STUCK (WHITE) RIVER (REFERRED TO UNDER PIERCE COUNTY DATUM AS B.M. 0-11 (USGS) S7D. DISK STEED "100 1913" ELEVATION = 100.049 (PIERCE COUNTY) ELEVATION = 100.42 (CITY OF AUBURN) EAFffH C CUT FILL NET 980t CY 10730t CY 9750E CY FILL NOTE: THE ABOVE QUANTITIES ARE ESTIMATES ONLY AND ARE INTENDED FOR PERMITTING PROCESSES ONLY. DO NOT USE FOR BIDDING PURPOSES. THE QUANTITIES DO NOT HAVE STRIPPING, CUT, OR FILL ADJUSTMENT FACTORS APPLIED TO THEM AND WILL VARY DEPENDING ADDRESS - INTERSECTION OF LAKELAND HILLS WAY & LAKE TAPPS PARKWAY, SOUTH 1100t' TO SOUTHERN BOUNDARY OF LAKELAND PARCEL NO. 052006-4-018 052007-4-007 052008-2-006 AREA TO BE CLEARED: PHASE 4 - 1.2E ACRES OWNER/DEVELOPER: EVERGREEN Ti a PARTNERS, LLC 1302 B PUYAILUP STREET SUMNER, WASHINGTON 98399 CIVIL ENGINEER: APEX ENGINEERONG PLLC 2601 SOUTH 35TH STREET, SUITE 200 TACOMA, WASHINGTON 98109 PHONE (253) 473-4494 FAX (253) 473-0599 ON THE SOIL CONDITIONS. I I 1 a I I 1610-IZlmm■� .0 t CB#5 ■ ■ ■ ■■■■ ■ ■ ■■■■ ■ ■ ■■■■ui11■■■� ■ I■■■� ■ ■ ■■�■■ ■ ■ EX CB#2 PARCEL NO 0520074007 I PARCEL 10 ~ EX SSMH#1610-15 LwaAND Tom CENTER I EX SSMH#1610-14 I 18. ALL MANHOLES, CATCH BASINS, AND VALO IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED AFTER A94WT PAUNNG, AND CONFORM TO THE CITYS STANDARD ADJUSTMENT DETAIL NO. STFG-1. ALL UTILITY CASTINGS OUTSIDE OF PAVED AREAS SHALL BE INSTALLED WITH A CONCRETE COLLAR AROUND THEM. 19. PVC MANHOLE ADAPTERS OR APPROVED EQUAL SHALL BE USED TO MAKE ALL CONNECTIONS OF SDR 21 OR 35 PVC PIPE TO MANHOLES OR CATCH BASINS. 20. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'6" FOR SDR 21 OR 35 PIPE. 21. BEDDING FOR PVC, CONCRETE AND DUCTILE IRON PIPE SHALL BE 5 8 INCH MINUS MINIM OVER THE W, AS PER THESHED ROCK SIX INCHES CITY MINIMUM OF A UUBURN NDER,TO SIX INCHE5 (6 IVSTANND AIL NO. GEPT-2. 22. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFILL DETAIL NOS. GEPT-1 AND GEPT-2 FOR CONSTRUCTION PROCEDURES. 23. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE BANK RUN GRAVEL, FOR TRENCH BACKFILL PER SECTION 9-03.14. 24. PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT-OF-WAY SHALL BE 5/8 INCH MINOS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULLAR TO THE CITY STREET, AS PER CITY OF AUBURN STANDARD DETAIL GEPT-1. 25. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF AUBURN. 0 Ak N ■ 9 TOP TOE PROPOSED SIDEWALK PROPOSED ASPHALTIC PAVEMENT PROPOSED CENTERLINE PROPOSED EASEMENT PROPOSED FLOWLINE RIGHT-OF-WAY EXISTING STORM DRAIN TYPE IN CATCH BASIN EXISTING CATCH BASIN EXISTING SANITARY SEWER MANHOLE PROPOSED CATCH BASIN PROPOSED STORM DRAIN TYPE II CATCH BASIN PROPOSED SANITARY SEWER MANHOLE PROPOSED ROOF DRAIN CLEAN OUT PROPOSED TEE PROPOSED HORIZONTAL BEND PROPOSED AIR RELEASE VALVE PROPOSED FIRE HYDRANT PROPOSED GATE VALVE PROPOSED WATER METER PROPOSED REDUCER PROPOSED MONUMENT PROPOSED WALL PROPOSED WALL SPOT ELEVATION ONE -CALL NOTE: #1-800-424-55W BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS FURNISHED BY OTHERS AND VERIFIED WHERE 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 U7ILITIES IN AREAS CRITICAL TO THE DESIGN. NOTE: CONTRACTOR IS REQUIRED TO HAVE THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIFICATIONS AVAILABLE ON JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 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 CITY 5.9•01 DATE ALGONA w PACFIC s ELLIN `` V)A o w AUBURN w V) w Q 3RD AVE SE ST LAKE � CD---- -- --- KING COUNTY Z EVERGREEN `�� SE WA Y SE 1'�,------------------ COW00 _ w �' eFTH 5 ono r < �- 2 z r� � ST. S.E. < n N �� S.E• T E o� 0 ..m a PIERC COUNTY s'IMNER TAPPS H Y. E. LAKE TAPPS PARKWAY PROJECT= AFEA f VICINITY MAP SCALE 1 " = 1 /4 MILE SHEET INDEX: 1) PUBLIC ROAD, DRAINAGE, SAN. SEWER, AND WATER - COVER SHEET 2) G.D.E.S.C. PLAN 3) PUBLIC ROAD AND STORM PLAN STA: 83+00 TO STA: 85+00 (LAKELAND HILLS WAY) 4) PUBLIC ROAD AND STORM PLAN STA: 85+00 TO STA: 90+00 (LAKELAND HILLS WAY) 5) PUBLIC ROAD AND STORM PLAN STA: 90+00 TO STA: 94+04.71 (LAKELAND HILLS WAY) 6) INTERSECTION DETAILS 7) ROAD AND STORM NOTES AND DETAILS 8) CHANNELIZATION PLAN 9) WATER AND SANITARY SEWER PLAN STA: 83+00 TO STA: 85+00 (LAKELAND HILLS WAY) 10) WATER AND SANITARY SEWER PLAN STA: 85+00 TO STA: 90+00 (LAKELAND HILLS WAY) 11) WATER AND SANITARY SEWER PLAN STA: 90+00 TO STA: 94+04.71 (LAKELAND HILLS WAY) 12) SANITARY SEWER AND WATER NOTES AND DETAILS E1) STREET LIGHTING PLAN CONSTRUCTION SEQUENCE 1. CALL ONE -CALL LOCATE FOR THE LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN (1-800-424-5555). 2. HOLD PRECONSTRUCTION CONFERENCE. CITY OF AUBURN (CHRIS ESTEP) - (253) 931-3010 CITY OF BONNEY LAKE - (253) 862-8602 3. CONTRACTOR AND DEVELOPER WILL BE RESPONSIBLE FOR ALL EROSION CONTROL MEASURES AS NECESSARY. SEE TESC CONSTRUCTION SEQUENCE, SHEET 2. 4. INSTALL SEWER SYSTEM. 5. INSTALL ALL OTHER UTILITIES. 6. CLEAN CATCH BASINS BY REMOVING SEDIMENT AND DEBRIS. 7, HYDROSEED ALL SLOPES AND OTHER AREAS TO REMAIN UNWORKED. 8. VERIFY STABILIZATION OF SITE. 9. CALL CITY OF AUBURN AND/OR CITY OF BONNEY LAKE FOR SITE INSPECTION. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONT//RA••CT 'S N ON RECORDS BY W DATE: 6.1 -o'z- TITLE/POSITION: j1pt"r !I CONFIRMED BY CITY DATE: PROJECT REF: FAC 100--0029 _AF /e of THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. _. A, Date Approved: shoLa t EXPi c("`E& 11-47-4iZ- Q 161(7 W N 0 0 0 0 o W W W ca 5 Q� � 0 ~2 z � m Cl) QD o (�} o ¢Lu 00 a C C z ac co ru Llj CD 0 0 0 CD 0 CU m 3 Cu rn F_ Cn J CL 0 Z Q Ln r- Cll 0 Cn z Q J W Y e J 3 0 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDfMENT-LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. 2. THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL POND SHALL REMAIN IN PLACE UNTIL THE PERMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. 5. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE WHICH ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS, SHALL BE STADLIZED WITHIN 10 DAYS. FROM OCTOBER i TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. 6. THE PROJECT ENGINEER OR PROJECT SURVEYOR WILL BE RESPONSIBLE FOR FIELD LOCATING THE CLEARING LIMITS AND ESTABLISHING THOSE BOUNDARIES WITH BRIGHT COLORED FLAGGING. THE CONTRACTOR SHALL CLEAR TO THE LIMITS AS ESTABLISHED ON THIS PLAN AND AS FLAGGED IN THE FIELD. MULCHING- 1. MULCH MATERIALS USED SHALL BE STRAW, AND SHALL BE APPLIED AT THE RATE OF 1.5T/AC, AND A MINIMUM DEPTH OF 2". 2. MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED SLOPES GREATER THAN 2: 1. 3. MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON. 4. ALL AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1. SEEDING= 1. SEED MIXTURE SHALL BE ENGINEER APPROVED MIXTURE, AND SHALL BE APPLIED AT THE RATE OF 120 LBS PER ACRE. PROPORTIONS PERCENT PERCENT NAME BY WEIGHT PURITY GERMINATION REDTOP (AGROSTIS ALBA) 10% 92 90 ANNUAL RYE 40% 98 90 (LOLIUM MULTIFLORUM) CHEWING FESQUE 40% 97 80 (FESTUCA RUBRA COMMUTATA) (JAMESTOWN, BANNER, SHADOW OR KOKET) WHITE DUTCH CLOVER 10% 96 90 (TRIFOLIUM REPENS) 2. SEED BEDS PLANTED BETWEEN MAY AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE. 3. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORfNG OF THE SEED BED WILL BE NECESSARY. (E.G., GEOTEXTILES, JUTE MAT, CLEAR PLASTIC COVERING). 4. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, SWALES, LEVEL SPREADERS AND SEDIMENT BASINS. 5. THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING. PERFORM ALL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. 6. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS RECOMMENDATIONS. AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. PF'4 5?.(-) 2 op 13 TEMPORARY SWALE AS NECESSARY TO CONVEY SURFACE WATER TO DITCHES. SLOPE 0.003 FT/FT MIN. LOESS OTHERWISE NOTED. 2 MAX ACES AND SWALES 1. SEED AND MULCH SHALL BE APPLIED WITHIN 5 DAYS OF DIKE CONSTRUCTION (SEE VEGETATION). 2. THE UPSLOPE SIDE OF THE DIKE SHALL PROVIDE POSITIVE DRAINAGE TO THE DIKE OUTLET. 3, NO EROSION SHALL OCCUR AT THE DIKE OUTLET. PROVIDE ENERGY DISSIPATION MEASURES AS NECESSARY. 4. SEDIMENT LADEN RUNOFF MUST BE RELEASED THROUGH A SEDIMENT TRAPPING FACILITY SUCH AS A POND, TRAP, OR SILT FENCE AS APPROPRIATE TO DRAINAGE AREA SIZE. GRAPHIC SCALE LAKELAND HILLS WAY -PHASE 4 IO 0 20 /0 BO G.D.E.S.C. PLAN � IN Feer A PORTION OF TtE SOUTI-EA3T 1/4 OF SECTION 6, AND THE NORTHEAST 1/4 OF SECTION 7, i inch = ao rt. TOWNSHIP 20 NOR1N, RANGE 5 EAST, W.M. CRY OF AUBURN, PIERCE COUNTY, WASFUVGTON 1016TH CORNER NN 702203 3379 E 1216135 6295 r :j 1. ON -SITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE OF THE STORM SYSTEM BY THE MUNICIPALITY SHALL BE CORRECTED BY THE APPLICANT AND/OR THE CONTRACTOR. 2. IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTY, ALL CONSTRUCTION WORK WITHIN THE DEVELOPMENT THAT WILL AGGRAVATE THE SITUATION MUST CEASE AND THE APPLICANT/CONTRACTOR SHALL IMMEDIATELY COMMENCE RESTORATION OR MITIGATION MEASURES. RESTORATION ACTIVITY SHALL CONTINUE UNTIL SUCH TIME AS THE PROBLEM IS RECTIFIED. 3. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THIS DRAWING SHALL BE INSTALLED PRIOR TO OR AT THE FIRST STAGE OF SITE PREPARATION. 4. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES, AS SHOWW ON THIS DRAWING, NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION, THE APPLICANT/CONTRACTOR SMALL INSTALL ADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES, AND/OR STORM DRAB SYSTEMS. 5. CONTRACTOR RESPONSIBLE FOR DEWATERING OF POND AND REMOVAL OF POND SEDIMENTS TO A LISCENCED WASTE DISPOSAL SITE. X GRASS LINED 58 ' B3 0 5 : 56,4 Uj Zoe Jm Q MAINTENANCE STANDARDS: 1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. 2. THE CHANNEL SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION HAS OCCURRED. AFFECTED AREAS SHALL BE PROTECTED BY RIP -RAP OR AN EROSION CONTROL BLANKET OR NET. TEMPORARY SWALE NOT TO SCALE Ow GA TE pm- - 1 T.ErS.C. C0@*nmC710N SEQU 1. INSTALL CONSTRUCTION ENTRANCES AND PERIMETER FILTER FENCE. v 2. PROVIDE INTERIM CATCH BASIN PROTECTION FOR ALL EXISTING DRAINAGE STRUCTURES ONSITE AND ADJACENT IDS TO SITE. 3. CLEAR AND GRUB SITE AREA. 4. INSTALL INTERCEPTOR SWALES AND TEMPORARY CULVERTS. DIRECT DRAINAGE TO EXISTING SEDIMENT POND(S). 5. GRADE SITE PER APPROVED GRADING PLAN. 6. HYDROSEED AND MULCH GRADED AREAS. 7. PROVIDE CATCH BASIN INLET PROTECTION ONCE STORM SYSTEM IS CONSTRUCTED. 8. AFTER CONSTRUCTION IS COMPLETE AND SITE STABILIZED, AND WITH APPROVAL OF THE CITY OF AUBURN. REMOVE REMAINING EROSION CONTROL MEASURES.Rl- IP TYP CITY CF AUBURN STANDARD DETAILS CONSTRUCTION ENTRANCE DEV-5 SILT CONTROL FENCE DEV-6 CATCH BASIN PROTECTION FOR GRADING PROJECTS DEV-7 CATCH BASIN PROTECTION DEW-8 CHECK DAMS AND SWALES DEV-9 MOVED IDS ---- __� f; AREA 20 RELOCATED FUPM E FAMLY).£ y ROAD GATE ACCESS � - ___----- GEND CONSTRUCTION ENTRANCE FILTER FABRIC FENCE TEMPORARY INTERCEPTOR SWALE CLEARING LIMITS (COINCIDENTAL WITH PROPERTY BOUNDARY UNLESS OTHERWISE NOTED) PROPOSED FINISH GRADE CONTOUR EXISTING GRADE CONTOUR RIP RAP (6"- 8" QUARRY SPALLS) CATCH BASIN INLET PROTECTION NOTE: TEMPORARY CULVERTS SHALL BE ADS-N12, CONCRETE, OR OTHER MATERIAL APPROVED BY ENGINEER. Z � HE _4_ �- r- W q EXPIRES 11-07-02 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DATE: TITLE/POSITION: CONFIRMED BY CITY DA TE: PROJECT REF: FAC j 00-0029 L- t. ct THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMEN TS. Approved By. C.Apt _ _ w, Ss1r Date Approved: .S"%C►/o( 4 A N o a a a 0 zw W w w Z j Z> � � m 00 Q Q Q � Qo `o 0 oa m © ct ct C a � of rn N `._ U) CD Lli CV M m di Cu 00 0 T �o a� Cn 3r In m cn i cn In EL Y Q In 0 Cn Z a -1 W Y J H 3 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET } 1 inch = 20 ft. 1 ® l C� f {! 1 z I ! _ 1• J f� - _------= -- -f W 77 7- 04 80 I i S3510120'E _ 69 6! LAKELAND HILLS WAY - PHASE 4 PUBLIC ROAD AND STORM PLAN A PORT10N OF THE SOUTHEAST 114 OF SECTION 6, AND THE (NORTHEAST 114 OF SECTION 7, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON JN x STA 80+47.34 LKLND HILLS WAY = %`V PC STA 141+08.85 (LK TAPPS PKWY) C V _ COGAL SitE1. • I t [.i--4L.:_I1A EXISTING UTILITY POLE - CONTRACTOR TO COORDINATE WITH UTILITY PURVEYOR FOR ANY ADJUSTMENTS. CB#5B .-._.. + WALK -AREA VARIES, SEE SHEET 8 FOR STATION AND OFFSET LOCATIONS. ` N �.. TE: SIDEWALK AND LANDSCAPING ON THE CL �.� I , € `` __-__• � � �- �� T SIDE OF LAKELAND HILLS WAY MAY BE CON'STRUC TED WITH THE TOWN CENTER �, • `'-- IMPROVE TENTS FOR CONTINUITY PURPOSES. CONSTRUCTION OF LAKELAND HILLS WAY - -PRASE I 91- ~ � I --.�_, �.._ ',� 4 IN PREPARATION FOR FUTURE COMMERCIAL � ., �- � ' p I PAMI Wa DEVELOPMENT ON PARCEL NO. 052005-3w. SEE 'AC#00-0003, SUMNER \ _ , CULVERT BE EXTENDED THROUGH PR.t�POSEt? TADS EXTENSION � FOR ROAD AND LAMMO LAKELAND TOWN CENTER. SEE FACI 00-0033 I 1 UTILITY DESIGN OF LAK!! AND HILLS T FOR FURTHER INFORMAWN. WAY FROM LAKE TAPPS PARKWAY EAST TO STA. 83+00, STA 429.15, 00 RT CAPPE OR Pt .. D ENO \ �p y "^. '�„' ' E,.' 1 I ! v y-�•, \ J _ l.E. - 5&.58 C8 3 TYPE 2 48"0 W1 THRU CURB INLET STA = 82+59.62 - 17.76 LT RIM = 579.87 w - _ 3 SD 600 1.E. E _�5. _!N_--•_57�4i- __._ _. 6 _L _ __ --- _ - - ---- 600 LOW POINT ELEV = 580.44 I.E. S 24" IN'= 571.66 0 1.00% C8 1 TYPE 2 48"I LOW POINT STA = 82+59.62 I.E. W 24" OUT = 571.65 ' A = 1+ 0. - T PVI STA = 82+25 CB 2 TYPE 2 48*0 W1 THRU CURB INLET RIM = 581.76 PW ELEV ;= 580.05 STA = 82+59.62 - 17. RT LE. S 24" IN = 569.95 RIM = 579.87 w - A.D. = ZW " _ CB TYPE 2 48 0 _-T.. - # - 24--OUT-- 5�69 I35 ___ ____ - -__ _-_._ _-- - ---__ _ ___ _--___-- _ 4:E: E 4- JN -- 571 3a - - ---- ___ _ ... _ . __- _ _ __ -__ __ __ __ ___. __ I E W 24" OUT = 56995 K = 57.09 I E N) 24" OUT = 571.31 STA 83+20 - 17.38 RT 0C Lt; - (TEMPORARY CAP OR PLUG 0 CB) 15ti.0©' VC IRE = 12588 oTSe5�363- �erw r. w-.r . e•. w 1 INSTALL OVER E)WING STIR STA = 83+20t - 14.361-' LT DINT = 580.29# IE S) 12" IN = 573.28 I.E. W) 12" IN = 573.28 4:E: N 24" OUT "5Jr2.28__ EXISTING GRADE ® ROADWAY CENTERLINE r; i 41% 35 LF 12"0 SD 0 1.00X tf 18"0 PVC STORM CULVERT 'AY 4 .� - MIA. It LARLLAI\W "ILL0 "MI, 01M. WT'Y/.JT 86 3 1 LM MI MAIN ` _ LAKE TAPPS PARKWAY, STA. 141+08 STA: 83+20, 14.36' LT INTX. DRIVEWAY; STA 83+00 to STA 85+00 v ELEV. = 5$3.43 PC STA: 81+17.Q3 CAPPED OR PLUGGED END STA: 83+27.29; = SCALE: 1 20 HORIZ a'- 111 REMOVE EXIS1MrG CAP OR PLUG ELEV. = 580.7? AND CONNECT O CB 4 1" = 5' VERT m rn 00 cc> M '•t cfl oppp er cp C) © st o, o cp , 00 4- M M i< 00 N 1•-) IR Ln d fl0 ) 00 M 00 N 00 CV 00 00 �- 00 a0 O Op C5 ai 00 ai O O �p 00 O 00 00 O 00 r 0p r' 00 80+00 81 +00 82+00 UTIffy CaXimmyu TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES Q 575.70 (STORM) 576.70 (WATER) 1.00' - 2� 574.49 (STORM) 575.97 (SANITARY) 1.48' - l�J 574.37 (STORM) 576.15 (WATER) 1.78' - 83+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" 84+00 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S O P61RUC CORDS BY: Q--� DATE: • 2_o'c TITLE/POSITION: �• CONFIRMED BY CITY DATE: 854 PROJECT REF: F. S8'•or Val H wAsy�'F 4858 OIST NAI EXPIRES, 11-07-M o% THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. iaAovv� S.6" Date Approved: •3 m�4- L":> T N o 0 0 0 Cn 0 ?W W W W Z) W W � •>- v �� IT Q IZCz s Qo 0 0 00 V) U U U C) Lr-Lj� of r'7 N ?F * 520 3 or- 13 Q 1610 fn ru co 0 0 0 T 0 Q, a L0 Cn / cn T- S J EL cc 0 3m CU 0 0 z a J W Y Q J / h-1 V 0 P ma GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. i� i s' K ,s - 1 600 +00 CROSSING NOTE: FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A Yx48"x108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. PF w SL0 � of 13 I.E. (E) 120 0A LAKELAND HILLS WAY - PHASE 4 PUBLIC ROAD AND STORM PLAN A PORY OF THE SOUTHEAST 114 OF SECTION 6, AND THE NORTHEAST 114 OF SECTION 7, TOWNSHIP 20 NORT'H, RANGE 5 EAST, WJA CITY OF AUBLAV, PIERCE COUNTY, WASHINMON 87+00 UTXffY TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 5 75.5 7 (WATER) 577.07 (SANITARY) 1.50' DEFLECT WATER AS NECESSARY 5 578.11 (SANITARY) 578.91 (STORM) 0.80' SEE CROSSING NOTE THIS PAGE ® 575.91 (WATER) 578.21 (STORM) 2.30' DEFLECT WATER AS NECESSARY 7 576.17 (WATER) 577.67 (SANITARY) t50' DEFLECT WATER AS NECESSARY ® 578.72 (SANITARY) 579.76 (STORM) 1.04' - 9 576.60 (WATER) 579.06 (STORM) 2.46' DEFLECT WATER AS NECESSARY 10 579.47 (SANITARY) 580.80 (STORM) t33' - a 577.44 (WATER) 580.10 (STORM) 2.66' DEFLECT WATER AS NECESSARY 12 577.55 (WATER) 579.05 (SANITARY) 1.50' DEFLECT WATER AS NECESSARY 2 577.87 (WATER) 579.50 (SANITARY) 1.63' DEFLECT WATER AS NECESSARY 2�3 580.23 (SANITARY) 580.73 (STORM) 0.50' SEE CROSSING NOTE THIS PAGE ;TTA1TYPE I 0� 88 50 - 1&16' LT / ZIM = 583.86 .9s .E. S) 12 IN = 579.36 .(10 E. W__ 12, IN = �575.36 :E. �N� 12* OUT i* 579.3s-, y 88+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" 89+00 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRCT/OR' C STR RECORDS BY: DATE: � ' b1' TITLE/POSITION:y CONFIRMED BY CITY DATE: L NAIVE JA-'%Z DATE 02©-.. 90+ PROJECT REF: FAC 6%1•aI EXPIRES.- 11-07-OL o/ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMEN TS. Approved By. C�kJ�P Date Approved: Y1 ^ 0 N <V o o LiJ LaJ i LQ L Q or ct- j QD J Qz Q Q 00 �LL- 4 Q U N 0.1f) )6SI J) CD 0 0 CU CV V O d-i CID T a� 3 cn / co 17 J 0- Cc R, 0 0 a w Y J 3 GRAPHIC SCALE �� 20 0 t0 20 40 ►1 C8; S-_ITHL 7 STA = 90+23. 1 =- 18.16'IT RIM = 585.98- f 1 I I.E. (E) 12" OUT = 582.ft,141 �U 570 +00 LAKELAND HILLS WAY - PHASE 4 PUBLIC ROAD AND STORM PLAN EXISTING UTILITY POLE - CONTRACTOR TEAr<!P(JRARY TO COORDINA T WITH U T1I I TY �E-SAC = POWYOR FOR ANY ADJUSTMENTS. RELOCATED ACCESS - ROAD GATE _..... _ - - - - EXISTING FENCE TO BE / e7 117'02" f .='' f - 5` 80 LF 24" 0 PVC � . f.89q -/ � - � REMOVED/RELOCATED _ = 730.00 O - L = 90.68 - m o = 0809'17'° TEMPORARY PLUG OR CAP r - -` _ Q R = 730. 00' STA. 91 +50, 40. 00' R T PARCEL L = 103.90' IE = 578.98 - -= 05M __.w. uj Q 5 r L If off %OW� LLw J lw. I (SEE CROSSING NOTE) 91+00 CROSSING NOTE: FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"x48"x108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET, 92+00 LgLff Y QW88M TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 13 580.44 (SANITARY) 582.38 (STORM) 1.94' - 14 578.25 (WATER) 581.95 (STORM) 3.70' DEFLECT WATER AS NECESSARY 15 578.56 (WATER) 580.06 (SANITARY) 1.50' DEFLECT WATER AS NECESSARY 16 580.92 (SANITARY) 582.18 (STORM) 1.26' - i7 578.89 (WATER) 582.12 (STORM) 3.23' DEFLECT WATER AS NECESSARY 18 579.22 (WATER) 580.72 (SANITARY) 1.50' DEFLECT WATER AS NECESSARY 19 578.79 (WATER) 582.02 (STORM) 3.23' DEFLECT WATER AS NECESSARY 0 581.66 (WATER) 582.86 (STORM) 1.20' DEFLECT WATER AS NECESSARY 21 581.99 (WATER) 583.58 (STORM) 1.59' DEFLECT WATER AS NECESSARY 4 579.40 (WATER) 579.90 (ST. CULV.) 0.50' SEE CROSSING NOTE THIS PAGE Q 581.41 (ST. CULV.) 582.41 (STORM) 1.00' - 93+00 94+00 NOTE: STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS SO SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE TYPE COVER PVC, SDR-21 >18" PVC, SDR-35 >30 PLAIN CONCRETE PIPE (12"0) >3' AST C-14 REINFORCED CONCRETE PIPE (>12"0) >i8" ASTM C-76 DUCTILE IRON PIPE CLASS 50 OR 52 >6" RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR 1S C013110U, RECORDS BY: DATE: i - 2 TITLE/POSITION: AMe Bn 901` CONFIRMED BY CITY DATE: I.11 d ■.: �_yr 190MU11T NAME.x6t^�DATE -9. -T-7 EXPIRESi 11-07-PZ, PROJECT REF: FAC # 00-0029 i• 6i THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. j J .Lw�•�+ J `,�Lp Dote Approved: • z J c� N 1. b Q) Q) d s L' LQ Q W �m m m mLQ � Qo o b o0 Q tJ C3 U U O Q W limit 4�J l�i.� k1 et- rn N ^ H g= S2 0 $ of. 13 01610 o*1p 16s) w 0 0 R, 7 Ln m 0 0 T tD 0 Q, 3 Lo F-- cn V) cn J a / Y Q O 2 V i Ln Cu / 0 ;n i 0 z a J W Y Q J 4, GUTTER LINE a, + STA: 82+85.10 `p OFFSET. 19.00 L + RADIUS POINT STA: 82+87.28 T: 25.61 LT STA: 82+85.10, 49.00' LT A = 86'41 18" R = 30.00' Jc C. ? T = 28.31' L = 45.39' END CURB, GUTTER and ROADWAY TA: 83+ 1019, 35.00' LT 58p 49 STA: 83+07.12 OFFSET: 48.00' LT STA GUTTER �83+1�T" 580.a1 \ /��- OFFSET., 47.84 I_ 1 1 /4 4 LA 58010 iQ& 00 580.67 / ` \ %If END RO�DWAY 5 00 STA: 83�27.29, 35.00 LT \ % , » LAKELAND HILLS WAY - PHASE 4 INTERSECTION DETAILS A PORTION OF THE SOUTHEAST 114 OF SECTION 6, AND THE NORTHEAST 114 OF SECTION 7, Ico TOWNSHIP 20 NORTH, RANG 5 EAST, W.AA CITY OF AUBURN PIERCE COUNTY WAS'HINGTON sT s+2s 13 - - " - - - - _ - - + : OFFSET• 19 00' RT I s' GUTTER LINE ,_ STA: 83+41,37 0 4 f '�� OFFSET: 47.84 L 6' / STA: 83+47.47 \ INTO. � ELEV. = 580.77 OFFSET. 48.00' LT = . + STA: 83+27 29 \ + ND CURB, GUTTER, and ROADWAY 80.46 + STA: 83+44.40, 35.00' LT 2 A + r Z� = 86'41'18" C14R = 30.00' \ T = 28.31' ++ \ \ ++ L = 45.39' \5g0,43 STA: 83+67.31 + 1,4 !� � + OFFSET: 25.61' LT ++ \ o a, + RADIUS POINT + STA: 83+69.49, 49, 00' LT , O NOTE: CURB RAMPS AT INTERSECTION STATION 83+27.29 (FUTURE COMMERCIAL) AND STATION 85+28.48 (NORTH COMMERCIAL) SHALL BE ALIGNED PARALLEL WITH LAKELAND HILLS WAY. GUTTER LINE ' TA: 83+69.49 OFFSET: 19.00 L , 70.0' RAW + , + INTERSECTION LAKELAND HILLS WAY AND FUTURE COMMERCIAL SCALE: i" = 10' 1 I TTE ,s RADIUS POINT I SET: 19.01Y, RT I �L \ 1I RADIUS POINT I { STA: 89+26.13, 54.00' RT 34.5(1 *T END CURB, GUTTER and ROADWAY S84s1 STA: 89+55.52, 35.00' RT P 3jf4 STA: 89+52.61 I T = 26.86; I OFFSET. 43.50' RT __ �__ _ ?� L = 45.81 R = 35.00 GUTTER LINE l o = 75'00'00" { 4: 89+59.93 OFFSET: 44.94' RT00 f S�S71 r INTX. ELEV, = 585.22 m STA: 89+63.42 11 2 69% L = 36.84 ---J� ''^^ L R = 150.0p, ,a �r S8�6 0 !` ® 14*0414' V, I 9 END ROADWAY I STA: 89+ 72. 80,135. 00' RT I r5F n l 1 � �AA+90:41- ' " olmT: 49. 00' s� �N4. v/ I T = 44.34' " L = 58,56 5 R = 3000' GUTTER LINE STA: 89+96.06 l OFFSET: 00.16' RT 4�. END CURB, GUTTER and ROADWAY l STA: 89+ 9 7.38, 35.00' RT RADIUS POINT f STA; 90+16.21 STA: 90+23.91, 49.00' l OFFET.`50 1 I GUTTER LK - x I STA: 40+23.41 6 = 111'50'14" 19.0' i STA: 84+82.14, 49.00' RTI s STA: 84+92.19 i 2B i OFFSET: 33.00' RT I T INTERSECTION LAKELAND HILLS WAY AND SOUTH COMMERCIAL DRIVE END CURB, GUTTER; and ROADWAY 1 1 I SCALE: 1" = 10' STA: 85+10.30, 35.00' RT i _ ".` R = 730.00' r it L = 36'5318" > D STA: 85+06.78 Sep a 1 Z OFFSET: 44.46' RTLn GUTTER LINE + N �4 °O f STA: 8 >+14.;,1 ) T = 30.83' rn f OFFSE, L = 47.94' r i R = 30, 00' r' o = 91'33'33" I 582.07 sg \ 0 I INTX. ELEV, = 582.18 NI STA: 85+28.48 � I ct ) 1 �`• iQ �z { 3.0% I W 02 36 E P�IHEI✓ � } I of VASyr END ROADWAY Q. STA: 85+29.82,135.00' RT I ti i i o / ) " ot 34858 <v� ISTIE NAL 1 _ f\ EXPIRES 11-07- I T = 33.33' o - 0 96'1 0'27" I s _....._- GUTTER LI,NEE l ) o STA: 85+46.65 OFFSET: 51,49' RT � I STA: 85+53.94 OFFSET: 45.36' RT lY END CURB, GUTTER, and ROADWAY STA: 85+50.61, 35.00' RT `STA: 85+66.92 �, I l ' OFFSEET. 34 50' RT RADIUS POINT STA: 85+78.76, 49.00' RT TA: 85+78.76 I FSEL• _1.19 00' -n_ I I 19.0' 19.0' I 64.8' R/ i INTERSECTION LAKELAND HILLS WAY AND NORTH COMMERCIAL DRIVE SCALE: 1" = 10' 1 W � c� N N Ln 0 0 0 oc Q� z z W zr ca Q � m J Qz a c Q U ? F * s?-0 (6 of 13 :Alig I r- Q 1410 oxDitS( w 0 0 OD 0 0 0 O_ 0 M C O Q, 3 cn / cn I— M J d / Y 0 / Q Cu 0 0 z Q W Q J ADDITIONAL GENERAL NOTES: 1. CATCH BASIWII_NOTED WITH SOLID LID SHALL BE CONSTRUCTED IN ACCORDANCE WIN THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD DETIAL 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 ANDIOR 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 STDW-1 (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 SHALL BE CONSTRUCTED IN TRENCHES MEETING CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS TYPICAL PIPE TRENCH STANDARD DETAIL GEPT-2. & MECOMMIMCATION UTILITIES SHALL BE PLACED IN THE 10' UTILITY EASEMENT BEi�ROW AS NOTED ON PLAN AND CONSTRUCTED IN ACCORDANCE THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS TELECOMMUNICATION CORRIDOR TRENCH STANDARD DETAIL (EPT-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 (UNLESS OTHERWISE NOTED). STORM SEWER CONSTRUCTION NOTES AS REFERENCED FROM THE CITY OF AUBURN 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 APPLICABLE. EDGE OF ROAN AWN ANTING AS SPECIFIED MULCH SIDEWALK I LATERAL LINE JS DEEP ROOT BARRIER XCATED ON PLAN PIT BACKFILL :D BACKFILL MIL. PVC LINER, AT EACH TREE, TYP. CE OF UTILITY LINE BACKFILL TY'f�lCAL 11T.�.iTY TRENCH LOCATION DETAIL N. T. S. LAKELAND HILLS WAY - PHASE 4 PUBLIC ROAD AND STORM NOTES AND DETAILS A PORTION OF THE SOUTHEAST 114 4F semoN 6, AND THE NORTHEAST 114 OF SECTION 79 TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON TYPICAL ROADWAY ACTION NOT TO SCALE LAKELAND HILLS WAY STA: 83+00 TO STA: 93+90 w z i STREET LIGHTING TYPE AND �i LOCATION BY OTHERS LANDSCAPING STRIP w 0 I 2X 2% SIW A T 3% SIDEWALK �i� 6" GRA BASE 5' 9.5' 6' 5' CL. "E" ACP - 3" 55 CL. °B" ACP - 2" 19' 1 19' t0 RIGHT OF WAY WIDTH TAPERS FROM 35' TO 29.8' BETWEEN STA. 85+02.06 AND STA. 85+87.03 RIGHT OF WAY WIDTH IS REDUCED FROM 35' TO 29.8' FROM STA. 85+87.03 TO STA. 90+74.86 © LANDSCAPING STRIP IS 40' x 7.5' AREAS SPACED 55' APART, PER COMMERCIAL SITE PLAN TO WEST (SEE SHEET 8), UNTIL STA. 90+96.89 WHEN TYPICAL SECTION BEGINS © SIDEWALK WIDTH VARIES, PER COMMERCIAL SITE PLAN TO WEST (SEE SHEET 8), UNTIL STA. 90+96.89 WHEN TYPICAL SECTION BEGINS NOTES: 1) FOR SIDEWALK, REFERENCE AUBURN STD, PLAN STSW-I AND STSW-2. 2) FOR CONCRETE CURB & GUTTER, REFERENCE AUBURN STD. PLAN STCG-1, AND WSDOT/APWA STANDARD PLAN F-1. 5.5' 29.8't NOTES: 1) MAX. HEIGHT !!E 8 FT. 2) ROCKERY HEIGHT VARIES / z� TAPERS (SEE ROAD PLANS) I 3) SEE GEOTECH REPORT BY D. BRUCE, P.E. 3-21-01. ocr_ 4) ROCKERY HEIGHT < 8' `l- DESIGN MODIFIED BY ENGINEER. 1 5) INSPECTION BY DENNIS BRUCE, P.E. IS REQUIRED. 6I i SIZE OF ROCK ORIGINAL GROUND 7 , 5 35' 12" MINIMUM CRUSHED ROCK DRAINAGE ZONE (2" - 4") — l NEW ROADWAY & SIDEWALK FINISH GRADE GEO-GRID r REWORCEMENT yam, - - j SELECT STRUCTURAL FILL �-�- W-'60MPACTED PER GEOTECH ENGINEER - -= 7' JAW. L > j EXIST. GRADE' `NEW BASE GRADE CLEAN -OUT / SCRAPE MINIMUM 8" 4"0 PERE PIPE AND UNSUITABLE EMBEDMENT MATERIAL (PER ENGINEER) (PER ENGINEER) LAKELAND HILLS WAY - ROAD EXTENSION APROXIMATE STA110N 84+00 TO 89+00 ROCKERY DESIGN - NEW FILL ROADWAY N. T. S. EXPIRES: 11-07-02- RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DA TE: TITLE/POSITION: - CONFIRMED BY CITY PROJECT REF: FAC 29 -s 8 ai THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMEN TS. Approved By. oAmet" _ TS& Date Approved: NIn N o O O O 0 cc w Ll w � j Q w � Z Y 0 � Z cm O lota a Z > � ca wv �vo z � W h-i SZO %OF L3 06101651 In a3 ru w 0 0 v 0 0 0 m cn ul S In CL rT- / O C\, O Cn I 0 z Q J W Y Q J M GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. LAKELAND HILLS WAY - PHASE 4 CHANNaZATION PLAN A PORTION OF THE SOUTHEAST 114 OF F1 6, AND THE NORTHEAST 114 OF SECTION 7, TOWNSHIP 20 NORTH, RANGE 5 EAST, WAt CITY OF Ate P' RCE COUNTY, WASHINGTON STA: 82+99.21, 39.93' LT STOP SIGN (RI) 100, o o LEFT TURN POCKET TWO WA Y LEFT TURN LANE + TO LEFT TURN LANE TRANSITION STA: 83+27.29, 39.36' LT + DOUBLE SOLID WHITE 0 PER C.O.A. STD. DETAIL TRLM-6 CENTER OF STOP BAR PER 00 (DSW) PER C.O.A. STD. C.O.A. STANDARD DETAIL TRLM-3 DETAIL TRLM-T v STA: 82+69.12 END TWO WA Y LEFT TURN LEFT TURN PAVEMENT LANE (SSY, SBY) BEGIN DSY MARKINGS PER C.O.A. STD. DETAIL TRLM-2 STA: 83+69.12 -- ARROW SET PER C.O.A. STD. DETAIL TRLM-2 81+0 L STA: 81+52.68 OFFSET 27.00 R DOUBLE SOLID YELLOW - (DSY) PER C.O.A. STD. DETAIL TRLM-1 STA: 81+94.23 OFFSET. 27.00 R STA: 82+09.81 - OFFSET. 27.00 R 141 STA: 82+50.70 - OFFSET. 27.00 R ED Hll i S WAY) = STA: 83+63.72 -' OFFSET. 27.00 R STA: 83+22.62 OFFSET: 27.00 R STA: 83+83.41 STA: 83+07.21 OFFSET: 35.00 R OFFSET. 27.00 R STA: 82+66.1 f STA: 83+83.62 - OFFSET: 27.00 R OFFSET: 33.00 R STA: 83+79.13 OFFSET. 27.00 R ftb TWO WAY LEFT TURN LANE STRIPE (SSY) PER C.O.A. STD. DETAIL TRLM-1 STA: 84+77.14 OFFSET: 27.00 R STA: 85+87.03 OFFSET: 27.00 R STA: 84+35.64 OFFSET. 27.00 R STA: 86+27.03 - STA: 84+20.23 OFFSET: 27.00 R OFFSET: 27.00 R STA: 85+30.05, 40.68' RT CENTER OF STOP BAR PER C.O.A. STANDARD DETAIL TRLM-3 STA: 85+62.38, 40.65' RT STOP SIGN (R1) TWO WAY LEFT TURN LANE STRIPE (SBY) PER C.O.A. STD. DETAIL TRLM-1 STA: 86+42.03 OFFSET. 27.00 R STA: 86+67.03 OFFSET. 34.50 R STA: 86+6 7.03 - OFFSET. 32.39 R STA: 86+69.12 STA: 87+52.03 OFFSET 27.00 R \ STA: 88+42.03 CHANNELIZATION/TRAFFIC CONTFXX NOTE& 1.) GENERAL: ALL PAVEMENT MARKINGS SHALL COLON 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 ADOPTED BY THE CITY. 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 C14ANNELIZATION. A 4-MICH-WMDE 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 TIC 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 POMITS 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 MY CONSTRUCTION ACTIVITIES IN THE PUBLIC RIGHT-OF-WAY. 5.) BARRICADES: 70PORARY AND PERMANENT BARRICADES SHALL CONFORM TO THE STANDARDS DE'SOM IN SECTION 6C-8 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES *=) AND STANDARD DETAIL STBL-1. A.) - TYPE III BARRICADES MAY EXTEND COMPLETELY ACROSS THE STREET (AS A FENCE). WHERE PRONSIMI MIST BE MADE FOR ACCESS OF EQUIPMENT AND AUTHORIZED VEHICLES, THE TYPE II! 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. OFFSET. 32.39 R STA: 89+69.12 STA: 89+74.66, 41.95' RT STA. 86+82.03 CENTER OF STOP BAR PER OFFSET: 27.00 R STA: 86+97.03 STA: 88+07.03 `max „ '"' C.O.A. STANDARD DETAIL TRLM-3 OFFSET. 27.00 R OFFSET: 27.00 R NOTE: LIGHT TO BE INSTALLED AFTER TEMPORARY CUL-DE-SAC HAS BEEN REMOVED. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE. TITLE/POSITION: CONFIRMED BY CITY DA TE: EXPIRES: 11-07-03. PROJECT REF: FAC I 00-0m8 0� THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: o 1 N lj'a K} N ® o a CQ W Q mr Q Q 0 0 v U va h-I R U kw Q 16/0 ��i�1651 Cn LLJ -D C> C> [11 Cr 00 ra m: CP ti ti 4) u) Lr) Cn U) l-- -i C) Lr) C\j C) Cn 0 LLJ Ne P" �i FF 1,52-0 It 0-r- 13 GRAPHIC SCALE 20 0 10 20 40 L IN FEET I inch = 20 ft. -j < h 4:7 80+P0 S3510'20*E 9 4— IL 0 LAKELAND HILLS WAY —PHASE 4 WATER AND SANITARY SEWER PLAN A PORTION OF THE SOUTHEAST 114 OF SECTION 6, AND THE NORTHEAST 114 OF SECTION 7, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASFUNGTON INTX. STA 80+47.34 (LKLND HILLS WAY) = --" 1 1, PAPIC& 00 STA 141 +M 141+ .85 (LK TAPPS PKWY) -FUR*E COMERCLAL 30 INTX DRIVEWAY STA: 83+27-29 — -- — -- ELEV. = 580.77 ........... 46. 83+79.38, LAKE TAPPS PARKWAY, STA. 141+08.86 AM ILLWIlill IV Ullilbiff4b STA 83+M to STA 854-00 ELEV. = 583.43 lit PC STA: 81+17.03 INTX DRIVEWAY: STA. 83+27.29, ELEV. = 580.77 SCALE: 1 20' HORIZ. 5' VERT Of (b M co C14 M440 ao 10- C) to T-- LO Do LO m n 0) ao "o - ro LC) 00 L0 00 CK) Lr-) 00 00 0000 C3 0-) r-_ 00 00 Cs 00 00 00 00 F o f'- r-1 00 r< 80+00 81+00 82+00 UTUTY C*K)SSM TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 575.70 (STORM) 576.70 (WATER) 1.00' 574.49 (STORM) 575.97 (SANITARY), 1.48' 574.37 (STOW) 576.15 (WATER) 1 1. 78' 83+00 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 LCITY4� R DATE— — — 84+00 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CON T?CTOR' CONS CTION RECORDS .- By—4 DATE: 4`1 TITLE/POSiTION: CONFIRMED BY CITY DA TE: 854 f.i4ffrl 191129�Lu DATE 0on "'-2 I EXPIRES, 11-07-OZ r'X'VV 14 1 LC SEE SUMNER TAPPS HIGHWAY PLANS (FAC #00-0003) BY APEX ENGINEERING FOR CONTINUATION OF WATER SYSTEM. REMOVE TEMPORARY BLOWOFF AND CONNECT TO EXISTING 12" 0 STUB. CONTRACTOR TO VERIFY LOCATION, I.E.'s, AND FITTINGS PRIOR TO CONSTRUCTION. CONTRACTOR ALSO TD NOTIFY ENGINEER OF ANY DISCREPAIiii AND COORDINATE WITH THE CITY FOR ANY ADJUSTMENTS. INSTALL TEMPORARY DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY FOR TESTING PER DETAIL SHEET 12. I — 12- 11 1/4' BEND (MJ) THRUST BLOCKING I — 12" x 6" TEE (MJ x FL) I — 6" GATE VALVE (FL x MJ) I — 6" FIRE HYDRANT ASSY. THRUST BLOCKING I — AIR AND VACUUM RELIEF VALVE (LSBL-7) — FIELD LOCATE AT HIGH POINT OF MAIN PROJECT REF. clio/o/ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF ALIBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: t 10 1001 o kA o o a U 0 -'K r U C> U Z73 Ci ali COW,.-- �Qvl� �>J-- %'Z1 Ln "q- C14 01610 00ID1451 LL, 0 CD 0j 0 L0 0 0 CO 0 CD 3 a ti m En Cn F_ En J a / cc i v T) N O a J W Y a J / H 3 0 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. ao rn co 11, to Lf) +00 86+00 CROSSING NOTE- FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"x48"x108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. Pro% a- 00 Ln LAKELAND HILLS WAY - PHASE 4 WATER AND SANITARY SEWER PLAN A PORTION OF THE SOUTHEAST 114 OF SECTION 6, AND 7T E !NORTHEAST 114 OF SECTION 7, TOWN' 20 NORTH, RANGE 5 EAST, WJW. COY OF AUB^ P994CE COUNTY, WASHINGTON r700 �►�i 00M 2 �00 � 002 0000 002 � Ln W to Ln j u, ul Ln � 87+00 88+00 89+00 LgLffY C OSSM TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 4 575.57 (WATER) 57T07 (SANITARY) 1.50' DEFLECT WATER AS NECESSARY a 578.11 (SANITARY) 578.91 (STORM) 0.80, SEE CROSSING NOTE THIS PAGE 6 575.91 (WATER) 578.21 (STORM) 2.30' DEFLECT WATER AS NECESSARY 7 576.17 (WATER) 577.67 (SANITARY) 1.50' DEFLECT WATER AS NECESSARY 8 578.72 (SANITARY) 579.76 (STORM) 1.04' - 9 576.60 (WATER) 579.06 (STORM) 2.46' DEFLECT WATER AS NECESSARY 10 579.47 (SANITARY) 580.80 (STORM) 1.33' - 11 577.44 (WATER) 580.10 (STORM) 2.66' DEFLECT WATER AS NECESSARY 12 577.55 (WATER) 579.05 (SANITARY) 1.50' DEFLECT WATER AS NECESSARY 15 577.95 (WATER) 579.50 (SANITARY) 1.55' DEFLECT WATER AS NECESSARY 2 577.87 (WATER) 579.50 (SANITARY) 1.63' DEFLECT WATER AS NECESSARY 580.23 (SANITARY) 580.73 (STORM) 0.50' SEE CROSSING NOTE THIS PAGE 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 DA TE OF SIGNATURE $ 'j • O1 CITY G ER DATE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFO TO THE CON TRi C TOR'SjOtONS,YUCTION ORDS BY. fit/ DA TE: TITLE/POSITION: &!5x CONFIRMED BY CITY DATE: .m I.1 -4/.: �_rr Q9 13[3NJOI�4 NAME CLkr DATE 6- 2-O L- EXPIRES1 11-07-02 WATER C0631RUC770N CALL OUTS 1 - 12" TEE (FL) Q2 - 12" GATE VALVES (FL x MJ) 3 1 - 12" ADAPTOR (FL x MJ) THRUST BLOCKING 1 - 12" CAP OR PLUG �4 TEMPORARY BLOW -OFF ASSEMBLY THRUST BLOCKING 1 - 12" x 6" TEE (MJ x FL) Q1 - 6" GATE VALVE (FL x MJ) 1 - 6" FIRE HYDRANT ASSY. THRUST BLOCKING 1 - 12" x 6" TEE (FL) 1 - 12" GATE VALVE (FL x MJ) 1 - 12" ADAPTOR (FL x MJ) 1 - 6 GATE VALVE (FL x MJ) 1 - 6" FK HYDRANT ASSY. THRUST BLOCKING 1 - 12" CROSS (FL) Q 3 - 12" GATE VALVES (FL x MJ) 1 - 12" ADAPTOR (FL x MJ) THRUST BLOCKING PROJECT REF: FAC # 00-0029 s18�o/ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Ski Date Approved: S� (} q q q 3 w 9 © © of Cl- C t3 P 1= 0. fz o I 0 of 13 Q 16io OX 01651 w 0 0 cu m m ti m 0 Cu o, g a r: am cn / F- Cn J / T) ,NJ 0 0 z a LL, Y Q J l- 1 m GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. LAKELAND HILLS WAY - PHASE 4 WATER AND SANITARY SEWER PLAN A PORTION OF THE SOUTHEAST 114 OF SECTION 6, AND THE NORTHEAST 114 OF SECTION! 7, TOWNSHIP 20 NORTH, RANGE 5 EAST, W M CITY OF AUBURN, PIERCE COUNTY, WASHIMTON +00 91+00 92+00 93+00 94+00 CROSSING NOTE- FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"x48"008" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. UTIffY CF"08 MG TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 13 580.44 (SANITARY) 582.38 (STORM) 1.94' - 14 578.25 (WATER) 581.95 (STORM) 3.70' DEFLECT WATER AS NECESSARY 16 580.92 (SANITARY) 582.18 (STORM) 1.26' - 17 578.89 (WATER) 582.12 (STORM) 3.23' DEFLECT WATER AS NECESSARY 18 579.22 (WATER) 580.72 (SANITARY) 1.50' DEFLECT WATER AS NECESSARY 19 578.79 (WATER) 582.02 (STORM) 3.23' DEFLECT WATER AS NECESSARY 0 581.66 (WATER) 582.86 (STORM) 1.20' DEFLECT WATER AS NECESSARY 01581.99 (WATER) 583.58 (STORM) 1.59' DEFLECT WATER AS NECESSARY P5 579.40 (WATER) 579.90 (ST. CULV.) 0.50' SEE CROSSING NOTE THIS PAGE 581.41 (ST. CULV.) 582.41 (STORM) 1.00' - 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 s•q•o► CITY NGI ER DATE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRA TOR'S;rCTION RECORDS BY: DA ' Z -.4Z TI TLE f POSI TION: ?6L�e CONFIRMED BY CITY DATE: V al.' _l� NAME ' , DATE e •2-Oz' EXPIRES, 11-07-99Z WATER CONSTRUCTION CALL OUTS 1 - 12" TEE (FL) 0 2 - 12" GATE VALVES (FL x MJ) 1 - 12" ADAPTOR (FL x MJ) THRUST BLOCKING 1 - 12" CAP OR PLUG '24 TEMPORARY BLOW -OFF ASSEMBLY THRUST BLOCKING 1 - 12" x 6" TEE (MJ x FL) I - 6" GATE VALVE (FL x MJ) 1 - 6" FIRE HYDRANT ASSY. THRUST BLOCKING PROJECT REF: FAC # 00-0029 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. (� s Approved By. Date Approved: N N �t ca a o 0 a W J ltI Qa Q m Q > Ilk Z y `om i C3 �3 v3 014ID 011)16s/ w m 3 N Ln Ln / F- J CL / Y Q C) L0 R, O U] 1 0 Z a J w Y Q J 1-I 9- MOTE: THE LSBL DETAILS SPECIFIED BELOW ARE SPECIFIC TO LAKELAND SOUTH PROJECTS SERVED BY BONNEY LAKE WATER AND LOCATED WITHIN THE LAKELAND SOUTH ANNEXATION AREA. THESE DETAILS MAY BE OBTAINED FROM THE CITY OF BONNEY LAKE OR THE CITY OF AUBURN. THESE DETAILS SHALL BE ON THE JOB SITE WHENEVER WATER CONSTRUCTION IS IN PROGRESS. WATER MAIN BLOCKING LSBL- I FIRE HYDRANT LOCATION LSBL-2 FIRE HYDRANT DETAIL LSBL-3 DEDUCT METER LSBL-4 ADJUSTMENT OF UTILITY LSBL-5 1-INCH AND SMALLER WATER SERVICE LSBL-6 1-INCH AND SMALLER WATER SERVICE MATERIAL LIST LSBL-6A 2-INCH AIR & VACUUM RELIEF VALVE LSBL-7 2-INCH BLOW -OFF ASSEMBLY LS13L-8 TEMPORARY BLOW -OFF ASSEMBLY LS13L-9 SANITARY SEWER CONSTRUCTION NOTES 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 ON THE 2 X 4. 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, BA CKF►LL AND PAVEMENT RESTORATION, WATER PLAN NOTES 1. TV CABLE, ELECTRIC AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION 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, EXCLUDING ALL CONNECTIONS 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-I. 12. FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO CITY OF AUBURN/ BONNEY LAKE LSBL-2 AND LSBL-3. 13. CONTRACTOR SHALL OBTAIN ANY NECESSARY WATER METER/SERVICE 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 1S 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). pF 0 520 IZ of t3 LAKELAND HILLS WAY - PHASE 4 SANITARY SEWER and WATER - NOTES AND DETAILS A PORTION OF THE SOUTHEAST 114 OF SECTION 6, AND THE NORTHEAST 114 OF SECTION 7, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON ATTACH 4" DISCHARGE HOSE 4" GALV. 90' 1 4" GATE 4" GALV. IRON PIPE THREADED LENGTH /. IRON PIPE ED 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. 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"02" REDUCER (FLxF 12"x8" REDUCER (FLxFL 8"0" REDUCER (FLxFL) NEW WATER MAIN FLANGE COUPLING ADAPTER. J SIZE AS REQUIRED TO MATCH NEW WATER MAIN ' VIAL Y ", k' Ln L j 2" PRESSURE TESTING ASS'Y, 4" BLIND FLANGE W/ 2" IPS TAP 2" PIPE (SxS) LENGTH TO FIT 2" GA TE VAL VE (SxS) COUPLING PER CITY REQ'S NEW WATER MAIN LENGTH AS REQUIRED MATCH NEW WATER MAIN CLASS AND SIZE --------IE - CONNEC-nON DETAIL N.T.S. FOR EXIST. 8" MAIN. 8"x4" REDUCER (FLxFL) FOR EXIST. 12" MAIN: 12"xB" REDUCER (FLxFL) 8"x4" REDUCER (FLxFL) FOR EXIST. 16" MAIN: 16"xl2" REDUCER (FLxFL) 12"x8" REDUCER (FLxFL) 8"x4" REDUCER (FLxFL) ? MAIN --rLANbC WUrUNG 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 W � 7 N N l 0 0 0 W W 3 W � � Q� �Y Q Q Z 0 0 00 on I MIA r EXPIRESI 11-07- OZ, FOR WAFER 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 5• .o 7 � CITY G N R DA TE RECORD DRAWING CERTI)CATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: TAC # DO- 00 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: • G? i6►o oZD►65/ LD r, 0 0 CV r- CU LC) O 127 O Li C O Q1 3 10 H