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HomeMy WebLinkAbout02D1650GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. CONSTRUCTION SEQUENCE 1. CALL ONE -CALL LOCATE FOR THE LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN (1-800-424-5555). 2. HOLD PRECONSTRUCRON CONFERENCE: CITY OF AUBURN -- 253-288-3145 -- CHRIS ESTEP CITY OF BONNEY LAKE -- 253-862-8602 3. INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AS IDENTIFIED ON SHEET 6 AND BY THE TE.S.0 CONSTRUCTION SEQUENCE ON SHEET 6. 4. CALL CITY OF AUBURN FOR TESC INSPECTION, 5. CONTRACTOR AND DEVELOPER WILL BE RESPONSIBLE FOR ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY. 6. INSTALL SEWER SYSTEM. 7. INSTALL STORM SYSTEM. 8. INSTALL ALL OTHER UTILITIES. 9. CLEAN CATCH BASINS BY REMOVING SEDIMENT AND DEBRIS. 10. HYDROSEED ALL DAYLIGHT SLOPES AND OTHER AREAS TO REMAIN UNWORKED. 11. PAVE SITE. 12. VERIFY STABILIZATION OF SITE. 13. CALL CITY OF AUBURN AND/OR CITY OF BONNEY LAKE FOR SITE INSPECTION. REMOVAL OF TE.SC. MEASURES REQUIRES THE APPROVAL OF CITY OFFICIAL H 1 I I I H I 1 I 1 LEGAL DESCRIPTION LOT 3 PER A.F. 59901260552, RECORDS OF PIERCE COUNTY, WASHINGTO PARCEL NUMBER /0520061018 GRADING QUANTITIES CUT - 93,950 C.Y. FILL - 14,000 C.Y. NET - 79,950 C.Y. CUT NOTE THE ABOVE QUANTITIES ARE ESTIMATES ONLY. THEY ARE INTENDED FOR THE PERMITTING PROCESS. DO NOT USE FOR BID PURPOSES. FO WOOD at N LAKELAND ROAD AND STORM COVER SV L ET A PORTION OF THE N.E. 114 OF SECTION 6, TOE 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PERCE COUNTY, WASHINGTON DATUM (NGVD Zq vERT) NAD27 (CITY OF AUBURN) USGS (PIERCE COUNTY) .�I1111111111�. BENCHMARK BRASS MON. AT SE CORNER OF B.N.R.R. BRIDGE SPANNING THE STUCK (WHITE RIVER) (REFERRED TO UNDER PIERCE COUNTY DATUM AS v Y B.M. 0-11 (USGS) STD. DISK STAMPED -100 1913- ,1I ILII ; ELEVATON = 100.42 (CITY OF AUBURN) �i T.B.M. CHISELED SQUARE IN THE NORTHEAST CORNER OF POWER VAULT AT THE SOUTHEAST CORNER OF INTERSECTION AT LAKELAND HILLS WAY AND 57TH DRIVE S.E. ELEVATION = 523.62' EXISTING GRADE COWOUR NOTE: EXISTING GRADE CONTOURS SHOWN ON THESE PLANS REPRESENT AERIAL TOPOGRAPHY PROVIDED BY DEGROSS IN SUMMER 1999. ml ��---------- ----------- 60D CFPwr ae F,'7'9 -t----�-- ID�lCo�(` 3 ALGONA PACIFIC ELLINGSON R a I A� .. � AUBURN Iz KM COUNTY 3RD AVE SE , A ST �j � m � t x GENERAL CONSTRUCTION NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL &ONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE WA/SHING)TON STATE DEPARTMENT OF B�RID(# STD MUNICIPAOiCIN�JSTRl1C110NSTAN4AlAlE3PT EDI110NDIEXCEP�T 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 SPECIFlCA77ONS 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 U71UTIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON, PRIOR T� STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (7-800-42E-5555) FOR UTILITY LOCATIONS WATER SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND lE EVISIU4). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. 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 REWIRED 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. (CONTINUED ON SHEET 22) NOTE: CONTRACTOR 15 REQUIRED TO HAVE THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIFICATIONS AVAILABLE ON JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ONE -CALL NOTE.- #'1-800-424-�5 BURIED U71LI77ES ARE SHOWN AS NOCATED ON RECORD MAPS FURNISHED BY OTHERS AND ARM PEECE POSSIBLE BY FEATURES LOCATED IN THE FIELD. APEX ENGINEERING, ASSURES NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS, OR FOR THE FINAL LOCAIKW OF EXISTING UTX177ES IN AREAS CR77CAL TO THE DESIGN. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: c� VICINITY MAP SCALE 1" = 1/4 MILE SHEET INDEX SHEET 1 COVER SHEET SHEET 2 SITE PLAN SHEET 3 G.D.E.S.C. PLAN SHEET 4 G.D.E.S.C. PLAN SHEET 5 G.D.E.&C. X-SECTONS SHEET 6 G.D.E.SC. X-SECTIONS, NOTES AND DETAILS SHEET 7 GRADING SHEET 8 GRADING SHEET 9 COMPOSITE UTILITY PLAN SHEET 10 ROAD & STORM DRAINAGE PLAN & PROFILE ROAD i -- STA 10+00 TO STA 13+99,01 SHEET 11 ROAD & STORM DRAINAGE PLAN & PROFILE ROAD 1 -- STA 13+99.01 TO STA 17+05 SHEET 12 ROAD & STORM DRAINAGE PLAN & PROFILE ROAD i -- STA 17+05 TO STA 20+75 SHEET 13 ROAD & STORM DRAINAGE PLAN & PROFILE ROAD 1 -- STA 20+75 TO 23+40.56 SHEET 14 ROAD & STORM DRAINAGE PLAN & PROFILE ROAD 2 -- STA 30+00 TO STA 31+74.05 SHEET 15 ROAD & STORM DRAINAGE PLAN & PROFILE ROAD 3 -- STA 35+00 TO STA 36+01.30 SHEET 16 ROAD & STORM DRAINAGE PLAN & PROFILE ROAD 4 -- STA 34+00 TO STA 41+68.81 SHEET 17 ROAD & STORM DRAINAGE PLAN & PROFILE ROAD 5 -- STA 45+00 TO STA 46+11.41 SHEET 18 ROAD & STORM DRAINAGE PLAN & PROFILE ROAD 6 -- STA 50+32.17 TO STA 53+00 SHEET 19 ROAD & STORM DRAINAGE PLAN & PROFILE ROAD 6 -- STA 53+00 TO STA 55+34.42 SHEET 20 ROAD & STORM DRAINAGE PLAN & PROFILE ROAD 7 -- STA 60+00 TO STA 63+42.16 SHEET 21 ROAD & STORM DRAINAGE PLAN & PROFILE ROAD 8 -- STA 65+00 TO STA 65+98.67 SHEET 22 ROAD & STORM DRAINAGE NOTES AND DETAILS SHEET 23 SANITARY SEWER & WATER PLAN & PROFILE ROAD 1 -- STA 10+00 TO STA 13+99.01 SHEET 24 SANITARY SEWER & WATER PLAN & PROFILE ROAD 1 -- STA 13+99.01 TO STA 17+05 SHEET 25 SANITARY SEWER & WATER PLAN & PROFILE ROAD 1 -- STA 17+05 TO STA 20+75 SHEET 26 SANITARY SEWER & WATER PLAN & PROFILE ROAD 1 -- STA 20+75 TO STA 23+46.56 SHEET 27 SANITARY SEWER & WATER PLAN & PROFILE ROAD 2 -- STA 30+00 TO STA 31+74.05 SHEET 28 SANITARY SEWER & WATER PLAN & PROFILE ROAD 3 -- STA 35+00 TO STA 36+01.30 SHEET 29 SANITARY SEWER & WATER PLAN & PROFILE ROAD 4-- STA 34+00 TO STA 41+68.81 SHEET 30 SANITARY SEWER & WATER NOTES AND DETAILS SHEET 31 SANITARY SEWER & WATER EASEMENT PLAN PROJECT REF: THESE PLANS ARE APPROVED FOR CONFORMAVCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. %k.Jiv1 v Jill �o Dote Approved: �7l60 EVIRES: 11-07-� 3` s 8 3 S 2 W w ¢ Z �m I _H xC ��o Naa C tic" tm� •� n Mov c ... 'ota 3 o a �Ea of n 1°- a \ M v J J cc uj ct 0gwx CL �YZ, U� QX:�a04 Lu w V cc I W W W U DATE SEALED FROOECT MANAGER JEFIRY WAK13$D DEc,M JE and BA DRAWN JE and IRA CHECK® AIW. SEC 6 T DIN R5E FILE np I: UKELMQ-SO\25647 DATE 4-29-2000 SCALE 1' `0' SHEET 1 OF31 NA No 25847 L L 4m&w S0. o�0►c+j1D N a, il 11 U, LU '20 WA TEW EASEMENT o 8 M/ 1 I � 1 0 o 1 \ EX67WG WELL ^ I 1 SITE `\ N7672'o3"E 100.or _ I 1 I ` / I`\ 100' WELL PROTECTION RADBIS EASEMENT ' I � 1 i L----------------i I— I IEW®OD 1 Zu RA![K LAsU&NT PORTION OF SECTION • NORTK RAN13E 5 EAST WM CITY OF ♦ •• t • GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) I inch = 30 ft. _62nd ST. S.E. M".BOX PLAN MALBOX • TYPE BLqXb Mm TOTAL W= WSK BLOC. 3 -- 6301 - A, B BI.DG. 4 -- 6361 - A, 9 0 ONE TYPE 2 BLDG. 5 -- 6359 - A, B SM 9 -- 6" - A, 8 2 8LDG. 10 -- 6355 - A, B SM 11 -- 6357 - A, 8 KIM / BID6. 1 -- 6311 - A. B, C BLDG. 2 -- 0307 - A, B ONE TYPE 2 I M 6 -- 6313 - A. 8 BLDG. 7 -- 6309 - A, 8 11 BIDG. 8 -- 6305 - A, B SM12--6315-A,B SM. 13--6319-A,B BIDE. 14 -- 6323 - A. B, C SM 18 -- 6317 - A, B 16 BIDG. 19 -- 6321 - A, A BIDG. 20 -- 6325 - A, B MM23--6331-A,8,C SM 24 -- 6337 - A, B BLDG. 25 -- 6341 - A. B, C BLDG. 26 -- 6333 - A. B BLDG. 26 -- 6339 - A. B, C 14 8 3 BLDG. 27 -- 6335 - A, 8 BLDG. 29 -- 6345 - A. B X AM 15 -- 6327 - A, 8 BLDG 16 -- 6353 - A. A C x .� KM17 -- 6351 - A, 8, C BlDO. 21 -- 6329 - A, 0 12 IM22--63"-A,B Momml�M W-MMMFM "I w R R W U LATE HEAL Q_I h ol [)EBLd, , JE Wild 6A DAAYFII J.naLeA CHECKM UK FLE No k LLAI•AL•-SONAW a►,E •I MM SCALE 1W SHEET.&OFM FILE NO LAKELAND SO. Q1510 02uiKID FOXWOOD at LAKELAND GRAPHIC SCALE GRADM DRAWAGE, EPOSION AND SEDWNT CONTROL OWES C 9 PLAN p 40 1110 A PORTION OF THE NE V4 OF SECTION 6, TOWNSW ZO NORM, IN FEET 5 EAST, W k WY OF AUB^ PERCE COMM WASMNGTON I inch = 40 ft. JAWW 49+63.51t 41.75' RT CB 01, STA 48+46.34, 47.34' RT V. EIEV, = 566,90 INSTALL TEMP. CULVERT NORTH. THE PIPE TO THE EAST SHALL I BE PLUGGED OR REMAIN UNCONIECiED 52+10.57, 46.12' RT TO THE CATCH BASIN UNTIL THE SITE _ DITCHANGLE IS STABILIZED'TOP. CULVERT _= 57ON 0.23 INV ELEV = 565.03 60LF 12' 0 • 1.00x 50t7.4.44, 46.T2' RT 49+89,47, 41.75' RT DITCH 'ANpbPONIT W+48•07 4&fZ RT --jOR 4& 06.73, 41.75' RT :T�m .75' R I 4OLF 1200 CAIP 49+03.58, 41.75' RT ...,\ DITCH ANGLE PONT E1EV. = 567.10 �y� , � DITCH ANGLE POINT ELEV. - 57OA4 BOTTOM f9.E'V. INV. ELEV. - 364. = S8J.87 TEMP. CULVERT (SLOPE = 0.68>h WV. E EV. = 5L16.30 52+00 50+00 00 40+00 44+0o 42+00 i ----- -- i - — — 46+47.55; 41.75' RT ---�. INTERCEPTOR DITCH / / — — -- 56.73, / BOTTOM EIEV. - 563.97 44+IR BD ELEV. = 563.00 • 1 DT35 w GRAVEL CONE / OUTLET J( rA A 1 ET9511NG SEDILENi Para TO REMAIN / 1 •' - \ / 46+47. 17212' RT 1 = 5K F TUR cof *"7. 4 37A36' RT \ L]EV. = 57OL75 * i, I I , l - IV �t i�• Jill 11: r •.r �n Will r r' r� x n 'r ,�•r r .,. , r- �. 1 •r r a ��• S- cbv EXPIRES 11-07: R RECORD DRAIIRIG CERTIFICATION THESE DRANTNGS CONFORM TO THE L CONTRACTOR'S CONSTRUCTION RECORDS BY: DALE: NINONmommu DATE BEALm 1'� �'-• \ 'j^e / r_,,. TITLE/POSITION: CONFIRMED BY CITY DATE: EXP91Es 1-31- __. Fl10JEC'TINAibKM �— .BMY wAi¢eINmly II / \ I 1 � DEEM SAQ PRO,ECT RFf: FAC -0035 L ee dNYM4 1� CHECKED 5er 1 l THESEPLANS ARE APPROWD FOR CONFORM wcE NTH+� 6 r 92K a E THE CITY OF AUBURN'S ENGINEERING DIVISION MEND kVAKQAW-50125IN7 REQUIREMENTS. DATE aARI Approved BySHEET .s3 OFM I �I v Date Approved: eta LAKELAND SD. Q LsFo 0l0 ��So 52+10,57, 46.12' RT DITCH ANGLE POW 3� ELEV. - 570.270.23 —�7444G46,12RT INOITD®APN \ EL6\-7- W8.02 52+48.07, 46.12' RT DITCH ANGLE POINT ELEV. - 570.84 � , ILI I owl FOXWOOD at LAKELAND GRAPHIC SCALE GRADING, DRAINAGE, EROSION AND SEDIMENT CONTROL 'G.D.E.S.C.' PLAN 40 0 20 40 80 IN FEET ' 1 };nch� = 40 fL I( WWW � Q 07 1� �F 12*0 TEMP. GULV 0 1.00% - Of ANdLE /53+48.07, 46.12' RT --- --STk 54+99.57, 46.12' RT 5 DITCH ANGLE POW / 00 BEGIN TEMP. DITCH _ ELEV. = 571.41 _ 53+00 7 _ _ Cl� A PORTION OF THE N.E.114 OF SECTION 6, TOW W 20 NORTH, RANGE 5 EAST, WAIL CITY OF AlKMK FEACE COMM WA9940TON CB 11 T ( THE PIPPS� TO 1NE-EASrSMALt BE PLO OR REMAW.-UNCONNECTED- TO THE CAliil BA591 UNTIL TTw SITE IS STABILIZED- \ INV ELEV = .;�•✓�L \ ` ` — — — — \ - � — — — WA 58+00 �+� so+oo L. 57+OD _ �� _ �_ -- \ \ 00 00 'INSTALL 16 LF 1✓!'/.SB'�7JS / INV. ELEV w-76.00 56 l / SNTS 57+31.46, 88.29' RT _ V. - 579.00�� - / --Soo/ E •I / 57+31.55, 146.52' 7R'f E I Ti SE'DIMENfPOND TO BE AND TLET h9� S UC E TO BE REM0 . ORAIN _ INN ADING - , S SHALL TING 511E 57+31.71, 241.54' RT LEV. = 586.50 A- WED--ZEWOOD 57+31.88, 339.86' RT ELEV. = 591.38 -596 i% 4 _ X �\ � � •., - III � � y ___-- LEGEND INTERCEPTOR SWALE OR DIKE O —X X—SILTATION FENCE m CONSTRUCTION ENTRANCE RECORD DRAWING CERTIFICATION PROJECT REF: FAC 98-0035 6 00 THESE DRAWINGS CONFORM TO THE / CONTRACTOR'S CONSTRUCTION RECORDS THESE PLANS ARE APPROVED FOR CONFORMANCE WITH BY: THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. DATE: nT1E/POSInDN: Approved By CORFMMED BY CITY DATES Date Approved: EXPIRES, 11-07 3 3 0 q i W oS z� z y m� Q W m d U Qr 31 Q IS io 02 D q50 I:\LAKELANO-SO\25847\WORK\PLTSHTS\TESL-SHT5.Owg Thu Nay 18 13:31:53 2000 J. NEIS I:\LN(ELAND-SO\25958\WWK\PL75H75\TESL-SH75.DK6 XREYS - 26600EG 25647TEC, 25847ARK, 26695WRK. X-FOX. X-HEATHR, LKSBASE, 257150K, 25847FG I i 5E. tw se tp T rn rn rn 73.3 ? 43 a a 6 o 6 c If g o a� m � � m y � O A � pAN ' 0 0 O �rnn n g�� O O�2 O m N o � � pmm In O O T1ym m�➢�i �r � p m�c a za vi v m p ni a zo � A Z O n p = O O z � n ^ m � V w O O O O O O O TrrLE FOXWOOD atLAKELAND G.D.E.S.C. PLAN CROSS SECTIONS ,, CLIENT EVERGREEN TUCCI PARTNERS, L.L.C. 1302 B Puyalup St Sumner, WaaNngton 9&399 Attic Jay Babcock 20 N, p I P /I Enginataring�o 2601 South 35th, Suite 200 Tocoma, Washington 98409-7479 (253) 473-4494 FAX: (253) 473-0599 D v z v D DZ rnrn� D 11 O BMX o �ADp v m K2 KD n °D op y � v m cn n .y Z 7 PER CITY OF AUBURN AND CITY OF BONNEY LAKE REWEW 5-19-00 J.M.W. Q FOXWOOD at LAKELAND GRADING, DRAINAGE, EROSION AND SEDIMENT CONTROL WG.D.E.S.C.W PLAN 61 M 59 gi 57 Ss 0+00 1+00 2+00 3+00 4+00 5+00 6+00 CITY OF AUBURN STANDAW DETAILS CONSTRUCTION ENTRANCE DEV-5 SILT CONTROL FENCE DEV-6 CATCH BASIN PROTECT" FOR GRADING PROJECTS DEV-7 CATCH BASIN PROTECTION DEV-8 CHECK DAMS AND SWALES DEV-9 SEOIONCE FOR GRADM AND MAC 1. ESTABLISH CLEARING AND GRADING LIMITS 2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. 3. CONSTRUCT DITCHES, FILTER FABRIC FENCES, AND OTHER EROSION CONTROL DEVICES AS NECESSARY, 4. BEGIN CLEARING AND GRADING. 5. INSTALL ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY. FOR EXAMPLE, MULCHING, ADDITIONAL SILT CONTROL FENCE, AND ADDITIONAL TEMPORARY INTERCEPTOR SWALES MAY BE REWIRED DURING GRADING OPERATIONS TO REDUCE EROSION AND DIRECT DRAINAGE AND SEDIMENT TO THE PERIMITER DITCHES. 6. COMPLY WITH THE CITY OF AUBURN STANDARD G.D.E.S.C. CONSTRUCTION NOTES IN THE INSTALLATION AND CONTINUOUS OPERATION AND MAINTENANCE OF THESE FACILITIES. 9. CONNECTION OF THE ON -SITE DRAINAGE CONVEYANCE PPE SYSTEM TO TIME CITYS STORM CONVEYANCE SYSTEM IN LAKELAND HILLS WAY SHALL ONLY BE ALLOWED AFTER THE 511E IS STABILIZED AND REQUIRES APPROVAL FROM THE CITY INSPECTOR. 1. SEEDING - APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED BED AT A RATE OF 120 LBS/ACRE: PROPORTIONS PERCENT PERCENT NAME BY WEIGHT PURITY GERMINATION REDTOP (AGROSTIS ALBA) 10% 92 90 ANNUAL RYE 40% 98 90 (LWLM MULTIFLORUM) CHEMINGS FESQUE 40R 97 80 (FESTUCA RUBRA COMUTATA) (JAMESTOWN, BANNER, SHADOW OR KOKET) WHITE DUTCH CLOVER lox 96 90 (TRIFOLIOM REPENS) 2. TIME OF PLANTING - DURING THE TIME PERIOD BETWEEN APRIL 1 THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31. (NOTE: IF PLANTING BETWEEN JULY I AND AUGUST 31, IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN NOVEMBER I AND MARCH 31, MULCHING WILL BE REWIRED IMMEDIATELY AFTER PLANTING.) 3. FOR OTHER SEED MIXTURES, USE LOCAL SUPPLIER RECOMMENDATIONS WITH APPROVAL FROM AUBURN. 4. SITE PREPARATION - BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKE/SWALES, LEVEL SPREADERS AND SEDIMENT BASINS. 5. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT NOT COMPACT, MTN A FAIRLY FINE SURFACE FOLLOWING SURFACE ROUGHENING. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT ANGLES To THE SLOPE AND PREFERABLY "CAT WALKED" UP SLOPE. 6. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST USE NON -PHOSPHORUS FERTILIZER. 7. "HYDROSEEDING" APPLICATIONS WITH APPROVED SEED -MULCH - FERTILIZER MIXTURES MAY ALSO BE USED. 8. MAINTENANCE - SEEDING SHOULD BE SUPPUED MTH ADEQUATE MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER. ) ) INTERCEPTOR 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 SEDIMENT -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 REWIREMENTS TO MEET AN"ATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REWIRED 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 PEWTER 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 STABILJZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL i TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE WHICH ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS, SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 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 LINTS AS ESTABLISHED ON THIS PLAN AND AS FLAGGED IN THE FIELD. 7. ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON SITE TO PREVENT DEBRIS, DUST, AND MUD FROM ACCUMULATING ON THE PUBLIC RIGHT-OF-WAY. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS 10 DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: • - • •_:.� . •it. a ^.� NOTES 1. ON -SITE EROSION CONTROL MEASURES SHALL BE THE RESPONSI11111LITY 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 WOK 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 SHOWN ON THIS DRAWING, NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION, THE APPLICANT/CONTRACTOR SHALL INSTALL ADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES, AND/OR STORM DRAINAGE SYSTEMS. PROJECT REF: THESE PLANS ARE APPROVED FOR CONFORMANCE MTH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By raw C JCxp Date Approved: t_,o DrWS- 11-07-I0 ,rt 3` 0 3 S = W � Q W m � Q 2 a �a 8_m O! 2c f Na,n no I I N Q V 4_ M�" C S �IX _ i o e m NE< 0 I V n 2 Tn J QJ L] 05"51Z �WUZ x LLj O�° L U N U J J E2 I1.I ct < (U7 O u Nn 3 7 jR = a W W !cc V W W J Z W J F- F= U DATE SEALED _J EXPIRES, 1-31- PF00JEC T MANAC IER JSW WAKEFELD DESK)N SAD. DRAWN BAD. Ct. q M.W. MCC 6 T 20 N. R S E ♦;E ND I: \LAKELAND-S0\25847 DATE -- 4I2M12000 SCALE A8 NOTED SHEET 6 OF31 f3E NO 25847 LAKELAND S0. a Is to 011)1650 GRAPHIC SCALE 20 0 10 20 40 IN FEET 1 inch - 20 ft. FOXWOOD at LAKELAND MUDIM PLAN A PORTION OF THE ME V4 OF: SECTION 6, TOWNSW 20 NORTK W RANOE 5 EAST, WAL CrrY OF ALBAIK PEFM 0OWrY, A:j KEY~ -7 --------- - - - - - - - - - - - - - - - - - --- - - - - - - - - -- - - - - - - -- - - - - ----- LAKEL�N AN HILLS WAY �0 ----------- -- CK 5M W. GRAM w 06 5 583 ROAD 76 584 W -584.67 YI i ie W -S64.26 IF -wo W -sn46 HS -584.67 HS -584.26 flI HS .58184 HS -58145 K Z!7 -WZ$4 or W -594.26 W W -56Z45 HS -554.26 "s _5WA4 K -50Z45 D Ct ROAD C AD FR 41 1 d3 An A A n it D 3 E.G. CONTOUR — F.G. CONTOUR - F.G. SPOT ELEVATION 598 E.C. CONTOUR LABEL m F.G CONTOUR LABEL EF ENTRY FLOOR HS HIGH SLAB w MAIN FLOOR #14 LV -97.01 16 -sna EF :567.01 a EF -M&.m Hs .-W," HS -slog HS No HS -=44 tar,_❑� l ) 1 JPAW FW A W -,W. 76 F HS -564.71 MF -�557.07 HS -567.07 W -567.07 7.07 HS -597.07 ROAD V W.96 #16 EF .598." 96 Eff -5%90.57 EF -596.29 HS-584.37 -589.29 EF -M57 "S -586.65 EF HS -504.37 HS-586.37 HS_586..65 MKS ,59T_ — — — — RECORD DRAW NG CERTFICATION THESE DRAWIGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY — DATE: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REOUIREMENTS. Approved E�f Date Approved: I EXPIRES- 11-07-00 1 0 1510 010 11160 GRAPHIC SCALE 20 0 to 20 w ( IN FEET ) I inch = 20 ft. FOXWOOD at LAKELAND WYMAP GRADS PLAN A PORTION OF THE NE V4 OF SECTION A TONMPP 20 NOIWK ct RAN13E 5 EAST, W.M. CITY OF ALMM PEFiCE COW Y, WA&OCTON an^� — i EF-507.12 a HS 7j34 #23 HS "41" ® ff 587.34 EF 50 HHSS•55°9120 HS .07 Ns.ssa,2 I I Ns +¢ I I �, EXISTING WLL Ns i2D HS -*4107 I -- i I I I I � � BOUNDARY � 1 I O 59&62 597.49 7.49 \ EXISTING WELL / i�0 8GmR s0. SUE EXISTING 100' WELL -� PROTECTION RADIUS W -3K73 #�-597.58 MF-597.5a W -W7.58 LL IHS -597.58 HS-507.56 HS-511.58 MF -59a.39 MF =596.39 'O emc 590.53 I II HS-596.39 N4 it 595.a9 595.89 / = #27 �/ -� J \ 1 \`/ / #� // I a 596.23 \ \ # %\\\ MF -5K MF tf16.M� I 1 / 14S HS 59706 394.90 w90 RECORD DRAWNG CERIFICATION THESE DRAWNGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC I 98—DOW eo THESE PLANS ARE APPROVED FOR CONFORMANCE MTH 7HE CITY OF AUBURN'S ENG91EER9i0 DIVISION REOUREMENTS Approved By: D,*, . - S .QQo Date Approved: 1, 1'�1eD onionNo - Q i5i0 o1p ►bs0 I:\LAKELAND-SO\25847\WDRK\PLTSHTS\SHT09.dug Non May 22 08: 47: 20 2000 J. MEIS P. \LuEUNo-so\25847\WRK\PLMTS\SHIg.DK )WrS - 257I5WK,25847,25847MRC,LXtNO-EO,U SBASE.X-FOX 0 # 0♦ B Z A-46 AFlEi 0 0 ®■ O 0 O � N� O • x~ O R V x �v n �a $ a I� u ° NffR M �00 TITLE FOXWOOD at Lvca.ann ex=E EP�aaeriu4� 2801 South 35th, Suite 200 (253) 473-4494 FAX: 9(253)84733--0599 mv Ba FE o��a,►,E CLIENT EVERGREEN TUCCI PARTNERS, L.LC. 9 RP 1302 A AMY ,Jay Lha pBp�KY LAKE WWW 5-19-00 dN.W FOXWOOD at LAKELAND I PRIVATE ROAD AND STORM - ROAD I PORTION OF: THE NE V4 OF • • 20 NORTK SEE SHEET 16 FOR C• • FOR •• • SEE SHEET 14 FOR t• • TEE SHEET 13 FOR CON "TK)N SEE SHEET 8 FOR CONTMATION r0 N A O OI r Or P U] q � h V1h h h h h 11+00 to 0 12+00 13+00 1a- GRAPHIC SCALE 20 0 10 20 /0 ( IN FTET ) 1 inch - 20 ft. mown \ 2 N (I 44P EXPIRES, 11-07-CO D •�•MA 1 RAM NOTE: E: UNLESS OTHERWISE NOTED, ALL DRIVEWAY RAON ARE 3'. HOWONTAL CONTROL NOTE REFER TO SHEET 2 ( SITE PLAN) FOR ROAD CENTERLINE BEARING AND DISTANCE INFORMATION. LOT DRAMM NOTE j ALL BUILDINGS WILL BE TIGHTLI/E CONNECTED TO THE STORM SYSTEM, AS SHOWN HERON. CATCH BASS NOTES I. ALL CATCH BASINS ARE TO BE EQUIPPED WITH DATE SEALED WS.D.O.T. STANDARD PLAN 02A FRAME AND GRATE UNLESS OTHERWISE NOTED. 2. UNLESS OTHERWISE SHOWN, OFF7TS ARE TO CENTER OF CATCH BASIN OR MANHOLE. RECORD DRAWING CERTIICAPON THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY GTY DATE: EXPIRES- 1-31- NIO.lCf 11,084hom .ARTY W'AR9OLD O JR WWBA PROXCT REF: na oomvm yAEyABr► CHOOM MAW THESE PLANS ARE APPROVED FOR CONFORMANCE WITH am 4 T 20 N W I E THE CITY OF AUBUNi'S ENGINEERING DIV" F Ic NO kWMA1•-9U\2W7 REQUIREMENTS. DATE +211`0 {� or-ALE r-ao' Approved ByL J .w... � s �o SHEET V OFA Dote Approved: _(01�/o�_ Fay N o LAKELAND SO. Q IStO 02Q 1C6D _ 1 II I 1 STA: 19+5620169.03 INV = 92.6 I 11\ I 1 I 1 I \ I I I � I 1 E U ST V 1% V 8Lam' 4 —aTE- \ -- - ----- - — — CBPOC —. 280 I F INTERCEPTOR DITCH STA: 14+15.2t 22.41 L \ 0 S = 0,50% RIM - 58&5 ♦ IE (12. OUT)1= 585.5 � CV-- 0-8 TYPE 1 - STA.- 13+7 M 12.55 L — — -6R2—M—= IE (12- IN/OUT) = 584.45 220 LF INTERCEPTOR 0 S = 2.50% I 'lq`l FOXWOOD at LAKELAND PRIVATE ROAD AND STORM - ROAD I PORTIONOF • • TOWNSHIP 20 NORTH, RANGECTrY OF 'IN, PIERCE COUNTY,• I III_ 2 • — II n GRAPHIC SCALE 20 0 IO 20 40 ( IN FEET ) 1 inch - 20 fi. 0 o 0 , I h � � I 3 S 2 W Q� 2 2 y m m � Q ¢ 2 � om U W U N EX►MES 11-Y7- li DRIVEWAY RADII NOTE It UNLESS OTHERWISE NOTED, ALL DRIVEWAY LLI RADO ARE 3'. W HORIZONTAL CONTROL NOTE -- REFER TO SHEET 2 ( SITE PLAN) FOR ROAD CENTERLINE BEARING AND DISTANCE WORMATION. L r LOT DRAINAGE NOTE: w Z ALL BUILDINGS WILL BE TIGHTLINE CONNECTED TO J W THE STORM SYSTEM, AS SHOWN HERON. L J CATCH BASIN NOTES ~ U 1. ALL CATCH BASINS ARE TO BE EQUIPPED WITH DATE SEALED WS.D.O.T. STANDARD PLAN 02A FRAME AND GRATE UNLESS OTHERWISE NOTED, 2. UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. RECORD DRAWING CERTMCATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: IITLE/POSITION: CONFIRMED BY CITY DATE: PRMCT REF: FAC / 98-0035 ` 7 co THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: L/7�07 S EXPIRES- 1-31- Q'Z_ PROJECT MANACIER J9iiY WAKffB..D DESK JE end SA DRAWN JE end 0A CI. q MW. SEC B T 20 PL R 5 E q_E NO I:\LAKELAND-50\25847 DATE 4-2NY00 gZALE 1•-20' SHEET rl OF! F LE NO 25847 LAKELAND S0. 01510 0) 0 (4so SEE SHEET 20 FOR CONTMJAT10N SEE FOXWOOD at LAKELAND PRIVATE ROAD AND STORM - ROAD 1 A PORTION OF THE N.E. 114 OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AURM PENCE COUNTY, WASM0TON SEE SHEET 15 FOR CONTY"T10N SEE SHEET 19 FOR CONTNJAT10N 18+00 19+00 20+00 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 1t. N r `N EXPIRES. 11-07-00 DRIVEWAY RADN NOTE. - UNLESS OTHERWISE NOTED, ALL DRIVEWAY RADII ARE 3', HORIZONTAL CONTROL NOTE REFER TO SHEET 2 ( SITE PLAN) FOR ROAD CENTERLINE BEARING AND DISTANCE INFORMATION. LOT DRANVAOE NOTE -- ALL BUILDINGS WILL BE TIGHTLINE CONNECTED TO THE STORM SYSTEM, AS SHOWN HERON, CATCH BASIN NOTES 1. ALL CATCH BASINS ARE TO BE EQUIPPED MTN W.S.D.O.T. STANDARD PLAN B2A FRAME AND GRATE UNLESS OTHERWISE NOTED. 2. 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 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. jfp Dote Approved: L` I � 8 3 s Z W Q � W 2 Y 0 0 � G Z a� a Z ona onrn Nr� Naa m no" C_ O < OLL N o3a 0 E V f7 H f` a M N N U a _I Z z o Oz F- a �<- c 3�4° U�co3 33 OO at ? c g �~ O� W � W o= W W Ill Z J W F- J � U DATE SEALED 9-Oo R W4 W 4Q. OF SHE z 18379 4� F RfGISiEFF,9 0 AL EXPIRES- 1-31- Q PROJECT MANAGER JERRY WAICEPBD DESIM JE. MId SA DRAWN JE and BA CI. C M.W. SEC 8 T 20M R5E F{E No 1:\LAKELAND-SO\25847 DATE 4-20-00 SCALE T-20' SHEET 12 OF2 FIE NO 25847 LAKELAND SO. 0 )sro 0;-01650 'F 512 w 0 MATCHLNVE - STA SEE SHEET 12 FOR CON � . . � .. . I • • • • • • • • 0- • c • �• e • 10 41 :l I &TKvl 7 PM sT = 20t4300 PM = SPAY A. =193 eoG i K 22.93 ,. 1 — 3IO y + - I j_ N = Y 12' IN _ 575i80I 1-� I.E. IN - 571e2 It OUT= 575.80 I.E.N 6'•IN = 5741�22 i I.E. 15' OUT = 57137 *$ F N M N= g K 8 I W� N 6'M+5 I •� a s a PROPOSED Ci �y • j GRADE!• , G 3w ------ ------ _ _i I GRADEI/----- • � 12' / WATER I ' MIN AR I 1 F * ~a 0 ROAD I I V 1 A 20+75 TO STA g WT4/. n. SCALE: 1' = 20' HORIZ. h VERT...,.. n GRAPHIC SCALE p o io 20 w ( IN PERT ) 1 inch = 20 rt. KEYWP E%%RESll-0]-DD DFIIVEWAY FIADN NOTE: UNLESS OTHERWISE NOTED, ALL DRIVEWAY RADII ARE Y HOR¢QNTAL CONTROL NOTE: REFER TO SHEET 2 ( SITE PLAN) FOR ROAD CENTERUNE BEARING AND DISTANCE INFORMATION. -LQT DFIAMOE NOTE: ALL BUILDINGS WILL BE TMdRLINE CONNECTED TO THE STORM SYSTEM, AS SHOWN HERON. CATCH SAMY NOTE& 1. ALL CATCH BASWS ARE TO BE EQUIPPED WITH WS.D.O.T STANDARD PLAN82A FRAME AND GRATE UNLESS OTHERWISE NOTED. 2. UNLESS OTHERWISE SNOIM, OFFSETS ARE TO CENTER OF CATCH BASIN OR NAM40LE THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY DATE: TITLE/POSITION: CONF1pAED BY CITY DATE: PROJECT REF: FAc AOB-nam THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBLRNS ENGNEERING DIVISION REQUIREMENTS. 23+00 Date Approved: Q 1910 01014-64D 600 Rj� t�t IK - - - - - ------ 590 _._. qI FOXWOOD at LAKELAND - .... -.mo I.E. W LE S i /. _.. EXISGRADE •-_-- C• 1 STA 3D+00 to STA W+7405 1 i SCALE: I' = 20' HORIZ. w 1" = 5' ART..'.'.. = 30+00 37+00 = 5� = 581.55 - 5E1.55 IT - 561.05 R N 5 N •rr 0 580 32+00 GRAPHIC SCALE 10 0 10 10 10 ( IN FEET ) 1 inch = 20 tt. DFVVEWAY RADI NOTE UNLESS OTHERWISE NOTED, ALL DRIVEWAY RADII ARE 3'. HCMONTAL CONTROL NOTE: REFER TO SHEET 2 ( SITE PLAN) FOR ROAD CENTERLINE BEARING AND DISTANCE INFORMATION. LOT DRAMOE NOTE: ALL BUILDINGS WILL BE TIGHTLINE CONNECTED TO THE STORM SYSTEM, AS MOWN HERON. CATCH BAMNOTES 1. ALL CATCH BASINS ARE TO BE EQUIPPED WITH W.S.D.O.T. STANDARD PLAN B2A FRAME AND GRATE UNLESS OTHERWISE NOTED. 2. UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. RECORD DRAWING CERTIFICATION THESE DRAWINGS COWORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROXCT REF: THESE PLANS ARE APPRO%CD FOR CONFORMANCE WITH THE CITY OF AUBU RN'S ENGINEERING DIVISION REQUIREMENTS. NINON 01910 oz01kt0 FOXWOOD at LAKELAND tiz •' ♦• • __ • "•All '1 •" "• HIGH POINT ELEV - 58&37 HIGH POINT STA = 35+37 PVI STA - 35+55 PM ELEV - 589.00 A.D. _ -6.67 K = 13.50 PVI STA = 36+65 PVI ELEV = 583.87 A.D. = 2.67 K = 33.76 90.00, vc 0 v a) - N N RM - 567.80 Y OSED GRADE 0 I.E N 12' IN = 582.45 S Xo N IN= ffi45 I.E S 6 IN = WZ95 d51A _ RIM - 567.03 590 '-1 - 4f OUT =56�# -___ --_- - -- - --__ _----lE.� $' ]IN 581,52^ LE lS 1r OUT = 584.02 W N EXISTING GRADE 0 Cy --— -^—.- 1r I WATER 580 n� Lq 112 } X N I I E p a a ? N c>+ �o 35+00 ROAD 36+00 3 CENTERLINE 37+00 PROF LE STA 35+00 to STA 36+0= SCALE: i" - 20' HORIZ. 1" = 5' VERT. GRAPHIC SCALE TO 0 10 TO Nl ( IN FEET ) 1 inch = 20 ft. EXPIRES ll-0]-OO DR YEWAY FAD/ NOTE UNLESS OTHERWISE NOTED, All DRIVEWAY RADII ARE 3'. FIOF�ONTAL CONTROL NOTE: REFER TO SHEET 2 ( SITE PLAN) FOR ROAD CENTERLINE BEARING AND DISTANCE INFORMATION. 590 LOT D►iAMQ=— NOTE ALL BUILDINGS WILL BE TIGiTLINE CONNECTED TO THE STORM SYSTEM, AS SHOWN HERON. CATCH BASM NOTES 1. ALL CATCH BASINS ARE TO BE EQUIPPED WITH W.S.D.O.T. STANDARD PLAN 62A FRAME AND GRATE UNLESS OTHERWISE NOTED. 2. UNLESS OTHERWISE SHOWN, OFFSETS ARE TO 580 CENTER OF CATCH BASIN OR MANibLE. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVI" REQUIREMENTS. 0 M it !Y a DATE 1EA ED 91EC 6 T 22 N Ft 4 Am PLIE NO k UAIMAlk"12047 DATE +'='m NTICALE l�so' SHEET -9.� �OF! F R.E NO _ 25w ` LAK AND S0. 10 a ISN'O 010 /4 sa E:11 I2 570 FOXWOOD at LAKELAND IRS- —ell -- - __-S7 = 41+66.61, 5A RW = 577.69 �2M LEI I"* N = 573 574.1 13. OUT 37 ----- IL E71I5* G GRADE • It i + leg 1560 PROPOSED GRADE • _ _ eV I i i ay T — 570 IOTA 40+00 TO 41+W �t M SCALE: 1" 20' HORIZ. h GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch - 20 ft. KEYMAP EXPIRES- 11-07- CMEWAY RADN NOTE UNLESS OTHERWISE NOTED, ALL DRIVEWAY RADII ARE 3'. HOR QWAL CONTROL NOTE: REFER TO SHEET 2 ( SITE PLAN) FOR ROAD CENTERLINE BEARING AND DISTANCE INFORMATION. LOT DRAINAQE NOTE: ALL BUILDINGS WILL BE TIGHTUNE CONNECTED TO THE STORM SYSTEM, AS SHOWN HERON. CATCH BASIN NOTES 1. ALL CATCH BASINS ARE TOW EQUIPPED WITH W.S.D.O.T. STANDARD PLAN 62A FRAME AND GRATE UNLESS OTHERWISE NOTED. 2. 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: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. - Approved By. D.•...� 9=& i milli ion %a ' U J J Cn c�co � W Q cc 8 �ED Lu W Q cr Lu Z w U DATE SEALED PROJECT MANAC E R JEFIRY WAKEFELD DEBION JE. and flA DRAWN JE. and BA CFE NIW. SEC e T 20 N R S E PLE NO I: \LAKELAND-SO\25847 DATE 4-2e-W SCALE r"20 SHEET & OF31 FILE NO 2W47 LAKELAND SO. 1 �1 41+00 42+00 Dote Approved: 0 /S/O 02 0 /6-CO --- 12 ---------------- _�_ --------- J----------- ------------- ------- 570 uc �II N n J W I o A > M N PROPOSED OtAOE O - — 560 _EXISTING GRADE 0 �'f---------,........ ----- ,AM = W.30 li ,1 (N) 1Y IN: 575,BD I.E.-IN .E. ) 12' OUT = 575.80 14, b FA + - RIM 9046 I.E. S 12' OUT = 576,49 BTA'145+00 to $TA 4Q+n41 SCALE: 1' - 4 HWZ. ,' - 5' VERT. 46+00 will GRAPHIC SCALE 20 0 10 20 W ( IN FEET ) 1 inch = 20 ft. EXPIRE& ui7- DRIVEWAY RADB NOTE UNLESS OTHERWISE NOTED, ALL DRIVEWAY RADI ARE 3'. HORRONTAL CONTROL NOTE REFER TO SHEET 2 ( SITE PLAN) FOR ROAD CENTERLINE BEARING AND DISTANCE INFORMATION. LOT DFiANAQE NOTE- ALL BUILDINGS WIL BE DGHRM CONNECTED TO THE STORM SYSTEM, AS SHOWN NO". CATCH BARN NOTE 1. ALL CATCH BASINS ARE TO BE EQUIPPED WITH WS.D.O.T. STANDARD PLAN B2A FRAME AND GRATE UNLESS 01INERWISE NOTED. 2. UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSMW71CN RECORDS RY. DATE: TITLE/P09TION: - CONFIRMED BY CITY DA TE: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF ANBURN'S ENGINEERING DIWS40N REQUIREMENTS. Approved By. Dote Approved o momma login 0 1510 0301650 FSTU sQ 8 570 FOXWOOD at LAKELAND PRNATE ROAD AND STORM - ROAD 6 A PORTION OF THE ME" 114 OF SECTION 6, TOWNSHP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON SEE SHEET 10 FOR ccmnN /AT10N IR N N I sSy EASTlk CJtADE • ¢ °N+° + `v+� rai —+------L — — — — ------ ------I—' GRADE '''........ 96J 7 X 1 2. I 125I IN WATER 17 1 18 ROA• 6 CENTERLINE P FILE 9 ' 7A = 52+ - 52+ - 6"/ P1C Sm. Sw IVM - 5BO.7 STA 50+32.17 t0 STA 53+ j' N �2 09 •',57RJf 12 E �E 6" N < 577.24 I SCALE: 1" = 2O' HORIZ. LE 1 " IN =''�5X12 1' 5' YETFT' LE 6" IN =', 575.62 1 I.E. E) 12" OUT # 576.12 RRX STA' 52 00 - ROAD 6 Y + . - I rr 51+00 52+00 53+ GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. KEWAP EXPIRES, 11-07-60 DRIVEWAY RADII NOTE: UNLESS OTHERWISE NOTED, ALL DRIVEWAY RADII ARE 3'. HORIZONTAL CONTROL NOTE: REFER TO SHEET 2 ( SITE PLAN) FOR ROAD CENTERLINE BEARING AND DISTANCE INFORMATION. LOT DRAINAGE NOTE: ALL BUILDINGS WILL BE TIGHTLINE CONNECTED To THE STORM SYSTEM, AS SHOWN HERON. CATCH SAM NOTE 1. ALL CATCH BASINS ARE TO BE EQUIPPED WITH WS.D.O.T. STANDARD PLAN 82A FRAME AND GRATE UNLESS OTHERWISE NOTED. 2. UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. RECORD DRAWWG CERTIFICATION RESE DRAWS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: THESE PLANS ARE APPROVED FOR CONFORMANCE LOTH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By ID a"� S—t`P Date Approved: F- 3` g 3 2 2 W m a� w� d U ane gm a nrn N n O Y I h h �N ". Y � k OW o3a N �a u I n �a n N U 'O J J fA 8 w z ug EZ. gz o� � W �Ne U� o QxSo^ M ?"3 LL �Z� Z a o Lu Q !Y •> W DATE SEALED EXPIRES 1-31- y PROJECT MANAC?M J 31RY WAKEFE D DEDGIN J.E. and BA DRAWN JE and SA C C-CKED µW SEC 6 T 2a N R S E FLE NO L\LAKELAND-50\25847 DATE 4-26-00 SCALE F-20' J W ' W Y N PF 52 13 er 31 SHEET Ie OF T FLE NO 2 %47 LAKELAND S0. Q t 5/O 0201(.SO g' C FOXWOOD at LAKELAND PRIVATE ROAD AND STORM - ROAD 6 A PORTION OF THE NE 114 OF SECTION 6, TOWNS F 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WAMINGTON •' ••LIU177 n d N N DISTI IG GRADE • i s s s s S i a a s ------ ------------------ RNLI GRADE M al�1 RIM = 563.2t iYPE - I I.E. N 2" IN - 578.26 M4 LE 12" IN = 57&X li I.E.s LE M - 57&76 r OUT = 57&X u 0—�1r0 WRTER - —. ro PIC . SEW & o ! ! TYPE 1 4.42 - �' I RM 47 MIALn6 N LE 6 NY = 579.97 :k 0 STA 53+00 to STA 55+34.4? ',.. SCALE: 1" = 20',.. FtOR1Z. � �' I" - 5' WRT. ',. a < N 1 -Jx •-� OIL vg Y N � +00 55+00 590 KMI 570 r GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. KEYMAP EWMM 11-0]- DRIVEWAY FIAD/ NOTE UNLESS OTHERWISE NOTED, ALL DRIVEWAY RADII ARE 3'. HORIZONTAL CONTROL NOTE: REFER TO SHEET 2 ( SITE PLAN) FOR ROAD CENTERLINE BEARING AND DISTANCE INFORMATION. LOT DRAINAGE NOTE: ALL BUILDINGS WILL BE TIGHTLINE CONNECTED TO THE STORM SYSTEM, AS SHOWN HERON. CATCH BASIN NOTES 1. ALL CATCH BASINS ARE TO BE EQUIPPED WITH WS.O.O.T. STANDARD PLAN 02A FRAME AND GRATE UNLESS OTHERWISE NOTED. 2. UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHW RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TIRE/POSITION: CONFIRMED BY CI 1, DATE: PROJECT REF: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By�_ _ 1 A Dote Approved: a 3` 8 i W p S 2 m U p U oaF mc zoi- 1 •� M �v C 5� OLa N q4 3 O < b0� N �? u � n �a �\ n N W W F— U DATE SEALED .� DE51C>t4 JE. and SA DRAWN JE. and IRA cj. C ALW. SEC 6 T 20 N R 5 E FL.E No L\LAKELAND-SO\25847 DATE 4-20-00 9C'A E r-2a SHEET.2 OF! FILE NO 25847 LAKELAND SO. 015/0 o2 D 4so DATE SEALED .� DE51C>t4 JE. and SA DRAWN JE. and IRA cj. C ALW. SEC 6 T 20 N R 5 E FL.E No L\LAKELAND-SO\25847 DATE 4-20-00 9C'A E r-2a SHEET.2 OF! FILE NO 25847 LAKELAND SO. 015/0 o2 D 4so IF H z z v ye 8 N ro U N o n P � m � N N N 0 z Sit 20 a,. 31 62 sr To 59 E:• FOXWOOD at LAKELAND PRIVATE ROAD AND STORM - ROAD 7 A PORTION OF THE N.E. 114 OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CfIY OF AUIBUFK PERCE COUNTY, WASHNGTON SEE SHEET 11 FOR 0ON7P MTK)N SEE SHEET 12 FOR CON71r1t1 UM -� S 60+00 61+00 62+00 63+00 GRAPHIC SCALE TO 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. PVC i5w 620 610 EXPIRES. 11-07- DRIVEWAY RADA NOTE UNLESS OTHERWISE NOTED, ALL DRIVEWAY RADII ARE 3'. HORIZONTAL CONTROL NOTE REFER TO SHEET 2 ( SITE PLAN) FOR ROAD CENTERLINE BEARING AND DISTANCE INFORMATION. °00 LOT DRAINAGE NOTE ALL BUILDINGS WILL BE TIGHTLINE CONNECTED TO THE STORM SYSTEM, AS SHOWN HERON. CATCH BASIN NOTES 1. ALL CATCH BASINS ARE TO BE EQUIPPED WITH W.S.D.O.T. STANDARD PLAN 82A FRAME AND GRATE UNLESS OTHERWISE NOTED. 2. UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. 590 K_.9 RECORD DRAWING CERTIFICAIION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. L/ f w, ,ram m Date Approved: L�-j106 Ff f 3` g i N W 2 Q 2 0 � Q Z3 Ys a x;Ao10 o C mn V I 1 C1 Nva t�M O Mv OQ N O4 o3v Noa 0 U � F n V \ M N U J Cn CC z a� Uz 1 V m At -1 uj CC 0 Lli cc W DATE BEAtm EXPIRES- 1-31- FR( IEC.'T MANACER J91RY WAKEFIELD DRAWN JE rntl SA CY-ECKED MW. SEC 6 T 20 M R S E FLE ND I: \LAKELAND-SO\25847 DATE 4-28-00 SCALE r-20' SHEET 20 OFT FLENo 25847 LAKELAND SO. QISto 010/650 951 ;rr g FOXWOOD at LAKELAND PRIVATE ROAD AND STORM — ROAD 8 A PORTION OF THE N.E. 114 OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PE 10E COUNTY, WASHINGTON + 9 IT Chi �Nj Y FN- II II II N N Lam- t tl a a a CL PROPOSED GRADE • � d - E10STING GRADI• 1 STA = 65+09.60 - 22.00 RT _ - - - 17 1 RIM = 59437 I.E. (N) 12` IN = 5B9.74 RIM 594.77 - 1.E. 1(WI) 6" IN =. 59024 _ I.E. E 12' OUT = 569.74 .• LE 6; IN = 591.16 T = c-3' I tom' I O VGIY 1 Gfl� q v+in Z67 + STA 65+00 to STA N < SCALE; 1" = 20" HORIZ. i' = 5' VERT. �C o Ln rn O) Of O� Of 65+00 600 FT-. GRAPHIC SCALE 20 40 ( IN FEET ) I inch = 20 ft. KEYMAP DRIVEWAY RADN NOTE: UNLESS OTHERWISE NOTED, ALL DRIVEWAY RADII ARE 3', HORIZONTAL CONTROL NOTE REFER TO SHEET 2 ( SITE PLAN) FOR ROAD CENTERLINE BEARING AND DISTANCE INFORMATION. LOT DRAINAGE NOTE: ALL BUILDINGS WALL BE TIGHTLINE CONNECTED TO THE STORM SYSTEM, AS SHOWN HERON. CATCH SAM NOTES 1. ALL CATCH BASINS ARE TO BE EQUIPPED WITH WS.D.O.T. STANDARD PLAN B2A FRAME AND GRATE UNLESS OTHERWISE NOTED. 2. UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANNOLE. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT THESE PLANS ARE APPROVED FOR CONFORMANCE NTH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. _ D-s� -S.0-k Dote Approved: L/7/0o r 3i g 3 S K Q l¢ o m yU� C Ci Nh0 n Naga � C �mM ' N O �1 O �4 N ;< O N�a Fla I N U ao J Q J to .W %3 z cc 0 Q oW (L �Y 0 U 4 m 0 w � o cc W W Z W F U DATE SEALED A EXPIRES 1-31- O PROJECT MANAGER JBIRY WAKEP6.D vo DEynN JE. and BA DRAWN JE. and BA CFEC um MW. SEC e T DIµ R5E FILE NO I: \LANELANO-SO\25847 DATE 4-28-00 SCALE T-20' SHEET 21OF31 FLE No 25847 LAKELAND SO PF SR 21 , 31 01510 b1O165o 38� CONSTRUCTION NOTES (CONTINUED FROM SHEET 1) 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 SHAL.I )BE SAW CUT FILL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES (12 E OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN TH N W AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-i). 11. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS -OF -WAY WILL BE APPLICABLE AND DETERMINED AT THE PRE -CONSTRUCTION MEETING. 12. THE ALL SM SHOW ON THE PLANS OR AS SHALL IAFFECTED BPY CONSTRUCRNSTALLLACE ORLON, PER THE CI OCATE YS S STANDARD DETAIL NO. TRSP-I. 13. MINIMUM HORIZONTAL SSEP�ARONN FROM OTLEPHONE LINES HER UTILITIES (SEIN A WER TRENCH WITH STORM) OF THE FIVE FEE7r5'). 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 REWIRED 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 DRAWN,(;S ARE REWIRED PRIOR 70 PRO_,CT ACCEPTANCE. REFER TO THE CITY'S RECORD CONSTRUC7ION DRAWINGS REQUIREMENT. 17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT MTH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES (14") MTHWT ADDING NEW SECTIONS. I& ALL MANHOLES CATCH BASIN AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CITY'S 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 70 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 SOR 21 OR 35 PIPE. 21. BEDDING FOR PVC, CONCRETE ANP DUCTILE IRON PIPE SHALL BE aa INCH MINUS CRUSHED ROCK SIX INCHES (6) MINIMUM UNDER, TO SIX INCHE5 (6") MINIMUM OVER THE PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL N O. GEPT-2. 22. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFlLL DETAIL NOS, GEPT-1 AND GEPT-2 FOR, CONSTRUCTION PROCEDURES. 23. ALL IMPORTED PIPE TRENCH BACKFlLL MATERIAL SHALL BE BANK RUN GRAVEL, FOR TRENCH BACKFlLL PER SECTION 9-03.14. 24. PIPE TRENCH BACKFlLL MATERIAL WITHIN THE IMPROVED RIGHT-OF-WAY SHALL BE 5 8 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICU AR 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 REWIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF AUBURN. �7 1. CATCH BASINS NOTED WITH SOLID LID SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPART)AENT QF PUBLIC WORKS STANDARD DETIAL SSFC-1 AND MARKED DRAIN. 2. SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTM NT OF PUBLIC WORKS STANDARD SIDEWALK DETAIL STSW-i ANDR STSW-2 AS APPLICABLE. a 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 STOW -IA FOR DRIVEWAYS ONSIDE WTH LANDSCAPE STRIP AND STDW-10 FOR DRIVEWAYS ON SIDE WITHOUT LANDSCAPE 51RIP. (EXACT LOCATION TO BE DETERMINED A7 TIME OU CONSTRUCTION . 5. RESIDENTIAL DRIVEWAY WIDTHS AND LOCATION SHALL BE IN ACCORDANCE MTH 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 AID" DEPARTMENT OF PUBLIC WORKS POURED IN PLACE MONUk"T 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. 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 GRAPES SHALL BE CONSTRUCTED IN ACCORDANCE WITH KING COUNTY STANDARD DWG. NOS. 44 AND 45 OR EQUAL AS APPROVED BY ENGINEER PRIOR TO CONSTRUCTION. 10. ROD( WALLS VF7 ANY) SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF DEPARTMENT OF PUBLIC WORKS STANDARD ROCK WALL DETAIL (ERW-I. VARIES - 1'MIN. OPEN GRATE FOXWOOD at LAKELAND PRIVATE ROAD AND STORM NOTES AND DETAILS A PORTION OF THE NE 114 OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, WM CITY OF AUBUFK PIERCE COUNTY, WASHNGTON 1. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE CONNECTION PERMITS FROM THE CITY OF AUBURN, PRIOR TO CONSTRUCTION. 2. ALL STO6A DRAINS WITHIN THE LEVELQPMENT S'HAI�L HAVE STENCILED DUMP NO WASTE" - DRAINS TO "EITHER STREAMS, WETLANDS OR "GROUNDWATER AS APPLICABLE. NOTES- 1. CURBS TO BE ASPHALT CONCRETE PAVEMENT CLASS "B" PER W.S.D.O.T. SPECIFICATIONS. 2. CURB SHALL BE PLACED AS A PART OF THE ROAD PAVEMENT. 3. SEE PLANS FOR LOCATION OF CURB TYPES. ASPHALT CONCRETE RAISED EDGE NOT TO SCALE NYLOPLAST 12" INUNE DRAIN (MODEL 2712AG12N) ADS TO PVC SDR 35 ADAPTER / (IF NEEDED) 8" PVC OR ADS-N12 -- IN B OUT BASE CAN BE SOJD, OPEN OR PERFORATED (IF OPEN OR PERFORATED, DRAIN ROCK OR PEA GRAVEL SHALL BE PLACED AROUND PIPE) AL CLASS I FOR CLASS II SOIL - " 'M P- 02 VAC" ti xx / = REGR CURB TAPER M P' TYPICAL DRIVEWAY DETAIL N.TS NUMBER OF STUBS VARIES MAXIMUM OF 4 8" AT 90 DECREES DETAIL AA 12 ONLINE DRAIN AND ADS-N12 DRAIN BASIN MAY BE SUBSTITUTED BY EQUAL YARD DRAIN SYSTEM. SIDEWALK PLANTING STRIP 0.5' VERT CURB 1. THIS DETAIL APPLICABLE TO 11' OR 16' DRIVEWAY INTERSECTIONS MTH PLANTER STRIP BETWEEN VERTICAL CURB AND SIDEWALK, OTHER INTERSECTIONS SHALL INCORPORATE A DEPRESSED CURB RAMP PER WSD.O.T. STANDARD PLAN F-3 OR CITY OF AUBURN STANDARD DETAIL STSW-4A AS SHOWN ON PLAN. 2. TRANSITION BETWEEN DRIVEWAY INVERTED CROWN TO INVERTED CROWN OF ADJOINING ROADWAY MTHIN LENGTH OF DRIVEWAY CURB RETURN AS SHOWN ON ROADWAY PROFILES LANDSCAPING OR LANDSCAPING OR n DRIVEWAY (AS DRIVEWAY (AS KJy SHOWN ON PLAN) SHOWN ON PLAN) F ALP - 1-1/2" COMPACTE6 NAME MATERIAL 6' OR 8' 6' OR 8' SEE PLAN SEE PLAN TYPICAL DRIVEWAY SECTION N.TS 8" PVC OR ADS-N72 NOTE. TOTAL WIDTH (FROM FACE OF CURB TO FACE OF CURB) IS 36' WHERE PARKING IS PROVIDED ON BOTH SIDS OF ROAD AND 28' WHERE PARKING IS PROVIDED ON ONLY ONE SIDE. TYPICAL ROADWAY SECTION WITH PJ4FiC/VG RES MO]E: CONTRACTOR IS REQUIRED TO HAVE THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECOCA77ONS AVAILABLE ON JOB SITE MENEVER CONSTRUCTION IS IN PROGRESS. vR ,cL rmv IL IV 14 DcfmLn STA 11+12.46 TO STA 10+56.89 TYPICAL ROADWAY SECTION WITH NO PARKING N.TS NOTES: 1) FOR SIUMN, REFERENCE AUBURN STD. PLAN STSW-1 AND STSW-2, 2) FOR CONCRETE CURB h GUTTER, REFERENCE AUBURN STD. PLAN STCG-1, AND OWOT/APWA STANDARD PLAN F-1. RECORD DRAW CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUC7ION RECORDS BY: DATE: RTLE/P081TK1M: CONFIRMED BY CITY DATE: PROJECT REF: THESE PLANS ARE APPROVED FOR CONFORMANCE WTH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: LL71,10 EXPIRES, 11-07-OC E 3` 0 h W � W Q� 2 y m r Qz o� �m U R U Q7 C x Lr 0 Na,n nI I I Naa 50 n2- ... c 't" � pLL o3a N�O v u I COa Ozz Q X� 10 z O LO �0 IL U "J co Q. W cc CL U Um3' cd m a Z Uj Cc ! V cc F Z U DATE SE.ALM EXPIRES- 1-31- PROJECT MANAM J67M WAKEFBA DE�SION J.E. and SA DRAWN JF. end SA q{CKED HE SEC 6 T 2014 R 5 E FL.E NO I: \LAKELAND-SO\25847 DATE - 4-28-00 SCALE A8 SHOWN SHEET 22OF2 FIE 140 25847 L LAKELAND SO. Q (5)O o-lD i650 8 0 f_ O C I $ j a H F K� CI �i I �i J yW J W �1 % 590 seo 570 5B0 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. oio.vz 10+66.51 175 4.82 1_ 15' • STA 10+00 to SO 0+9901 tik' H�ISEALf: 1' 20 f. FOXWOOD at LAKELAND SAWMW SEWER AND WAYER ROAD I POR17ONOF THE N.E. 114OF • TOWNSW •NORTK RANGEOF PEFM •• t • I / :1 1+ B— RIM = 586.95 " LE. (E) 8' OUT - 577.45 z+ —3 , 3 i 10+00 11+00 12+00 13+00 _ 14, ►,, 1 - 12' TEE (FL) Q 2 - it GATE VALVES (FLAIJ) I - It ADAPTER (FLWJ) THRUST BLOCIONG I - 12' x 6' TEE (MJxFL) I - 8' GATE VALVE (FUW)) © 1 - 8'FIRE HYDRANT AssAMeLr THRUST BLOLYONG 5 1 - 12' 90' BEND (MJ) THRUST BLOCIONG I - It TEE (FUMJ) ® 2 - IY GATE VALVES (FLMJ) THRUST BLOCIlm4G 11 REMOVE DIS1MG IW BLOW OFF ASSEMBLY CONNECT TO EIOSIBIG 12' MAIN. PROVIDE TEMPORARY BA IFLOW PREVENTION ASSEMBLY FOR TESTMIG PER CONVECTION DETAE SHEET 30 ® 1 - 12 11 1//4�BO(FL J) THRUST BLOCJONG 0 1 — 2' LANOS'ICAPE DEDUCT METER AND DOCV 8ACNFLOW PIEVEN110N ASM&Y UnUf1' CAOSSM TAKE CROM INVERT CLEARANCE 1 572.13 (WATER) 573.13 (STORM) 1.00' 2 572.55 WATER 574.83 (ST STUB) 2.28' 3 570.48 SANITARY 572.35 (WATER) 1.87' 4 573.70 (SANITARY) 575.20 (WATER) 1.50' 5 575.62 (WATER) 576.62 (ST STUB) 1.00' 6 574.41 SS STUB 575.91 (WATER) 1.50, 7 576.70 (SS STUB) 578.62 (WATER) 1.90, 8 580.91 WATER 581.97 (ST STUB) 1.07' 9 578.40 (SANITARY) 56060 (WATER) 2.19' NAMEJ&Z DATE $ "Z-oz EXPIKS. 13-e7-pp 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 BY: v — DATE: TITLE/POSITION. �c eri'J,--. CONFIRMED BY CITY DATE: PROJECT REF: FAC 11 W= l as THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBIRN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. LJ •-- D Dote Approved: 4,/7LOO 0 1510 oxDI6So 4-1 _/ I i END' *A7ER MAIN 61ALL Br' IstkuC�ATPMAMITA�R 00 \ I \ I 9 d / NV=�5fio40) 591.3 � / 1 S A FWD. VPfDO 1 : 5+7 47 z L .50 L I Si Q \ STA: 15+ \ OFFSET: 23.7 V It \ f 1 A , S70FF.SET & Y � 'fill I � � f f• � I' l / (— f / 31 LF 8 OFFSET, 143.90 L / OFFSET: 13.90 L 1 4,tt& 14 Su: 13+83.07 j I■ I I 14+00 -,a FOXWOOD at LAKELAND SAMTARY SEWER AND WATER — ROAD 1 GRAPHIC SCALE A PORTION OF THE NE 1/4 OF SECTION ATIONA 20 NORTI tv 20 0 10 20 40 RANGE 5 EAST, WJA CITY OF AUBURN, PEKE COUNTY, WASP&CM N ( IN FEET ) I inch = 20 rt. VrLgY CROP TAB CROWN INVERT CLEARANCE 1 584.20 (WATER) 585.20 (STORM) 1.00' 2 569.46 (WATER) 590.46 (ST STUB) 1.00' 3 587.03 (SS STUB) 589.63 (WATER) 2.60' 4 591.28 (SS STUB) 589.78 (WATER) 1.50' 5 586.34 (SS STUB) 1 591.80 (WATER) I III it 630 , I I AD 1 \ 6 \ STA O+W Of to to f ffAA 7f W \ , fff SCALE: 1' = 20' HORIZ. / \ 1' = 5' VERY. PM STA = 17+50 iTNG GRADE a ___-. \\ I -T.94. _ HGH PONT ELEV = 596.49 .64 HIGH POINT STA - 16+62.63 V PN STA - 16+50 100.W7VC \ PM EIEV - 597.27 STA = RIM='594.1- \ - \\ AD. ---6.69 IN LE (S) 6' - 596.W} K = T4.f)5 I.E. (N) 6' OUT - 566.56', 4N \ \ I 8 i 1 GRADE a T 15+00 16+00 .NIP 42' MIN R Sob I 137 LF 8*0 PVC MR-35 a &m Z. z 1r "le A 0+67 6'/ PVC It! 40 MAN STA 0+36 6'0 PVC 1 It W MAIN _0 A 9 1- 1Y TEE (FL) 2 — 12' GATE VALVES 0 1 - If ADAPTER (FLd(JF)LxYJ) THRUST BLOCKING 0 1THRRUSTY W BEND ( ) 1 - 12' CAP (MJ) © 1 - IEMPORARY BLOW OFF ASSEMBLY THRUST BLOCKING Q 1 - AIR/VAC RELIEF VALVE AS%WY FIELD LOCATE AT HIGH POINT OF MINI 1 - 1Y 11 1/4- BETA (M WQ fa 1 — If 22 1/2' BETA (FLxW) THRUST BLOCKING 1 - If 22 1/2' BETA (WWL) 1 - 1Y TEE (FL) Q 1 - 6' GATE VALVE (FLxMJ) 1 - 6' FNE HYDRANT ASSEMBLY f - 1Y ADAPTER (FLAW) 1HAM BLOLIONG NAMECjj(±� DATE 9"2-crt 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 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CON7R 70R' OIIS RECORDS BY: �I)� DATE: �•2'0'4- 1"ITLE/POSITIOW ��0iY2/ CONFIRMED BY CITY DATE: PROJECT REF: 61V1,46 .y THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AIBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. D- _ _ _ Date Approved: T.l� too C `1 3` J Y a O O w a d. i n i N i 0 ti a� a fJ .. ISi0 02. s/P 26 �r 591. i A 17+34.23 ~t ` OFFSET: 17. 761 o- --- -- %�------ �r �\ 27 MCAT - A 17♦ .. . 3s. 29 LF 6 f NV 591.73 1. T� 95 IF Ito or \ s e 4 FOXWOOD at LAKELAND SAIWTARY SEWER AND WATER - ROAD 1 A PORTION OF THE NE 114 OF SEC71ON A TOWNS P 20 NORTH, RANG 5 EAST, WM WY OF AUBLFK PE ICE COUNTY, WASHNQTON LO SEE SHEET 28 FOR CONTNUATION ' ®^a I, ti X 45 LF6fP ; 18 ,a j I1 12 - STA 2+19 STA 1+01 --- STA 0+28 NV = 1 I�. - INV 579.96 •°"•,• t� '..-1NY�^'�37 . -_�• . P ° ° ... ^y - L� a 77, TA:: i9 z�a, �Of'► 'j.= SF 5.00 L I -- V ce>.jiu�1 = 20 ry 24 , STA 1 Tl El 19 STA 2+14 tot ly 16 6 f f VC NV - 5�.'m \ V = 589.03 ' r 4 7 �. 13 6rP 1' 579.26 1 ... .._....... -- -.. III I -- - . ..._.._.._- ------ ----- ----...._ _. - -PVI-STA-=20+41i>..OT- 600 _.. PVI ELEV = 581.81 AD. = 3.93 K = 2293 _ *-- 90.00' VC x PROPOSED GRADE TING GRADE • _seo T *T 12-OS MIN STA 2+67 6'0 PVC- 54e.ee � 580 .H A 2+ti 6'f PVC JS 0- y 3.34 �e ZZ STA 1+28 6'/ PVC 1 f ----. STA +14 B'I PVC I - _ - 57o'9c STA 0+28 6.0 PVC 5{t.E6 MAN = sGs.14 CV 569.59 -- ROAD 1 CE Q .STA 17 TO !A 75 STA 1+01 610 PVC " LL SCALE: 1' = 20' HOR1Z. ' 1 = 5' VERT STA 0+ 6'f PVC t�pp e ooc j at z o (2\ mI I Y l i �H nn O I �♦ v'i � � �� ro X' + N+" o I II ^ � q 11 Y n a vo 19+00 20+00 GRAPHIC SCALE ZO 0 f0 20 +0 ( IN FEET ) 1 inch = 20 ft. MIRY CROSSq TAJL E CROWN INVERT CLEARANCE 1 590.21 (WATER) 591.21 (ST STUB) 1.00' 2 568.80 WATER 589,80 (STORM) 1.01' 3 584.85 ST STUB 586.35 (WATER) 1.50' 4 585.91 (WATER) 586.91 (STORM) 1.00' 5 581.03 (SS STLM9) 582.53 (WATER) 1.50' 6 581.50 WATER 582.50 (STORM) 1.00' 7 575.92 (SS STUB) 577.42 (WATER) 1.50' 8 577.31 WATER 578.31 (STORM) 1.D0' 9 573.15 (SS STUB) 574.65 (WATER) 1.50' .1MUM NAME",-L-DATE��'- mmm 1 - 12' TEE (MJ x FL) ® 1 - 1Y GATE VALVE (FLAW) THIMT BLOCKING 1 - 12' x 6' TEE (M xFL) 4 1 - 6' GATE VALVE (FLWJ) 1 - 6' FW HVIMANT ASSEMBLY THRUST BLOCKING 0 1 - 12' W BEND (MJ) THRUST BLOCKING 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 RECORD DRAWNG CERTIFICATION THESE DRAWINGS CONFORM TO THE CONIRACTOR' ONS BC110H-RE£ S BY: DATE: 2-oz TITLE/POSITION: 9,4-Wm CONFIRMED BY CITY DATE: PROJECT REF: FAC @B-BB3s '6s THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS �1' Approved By. DA-y%a....: S-. Dote Approved: V/7/m* 0 8 ti O ^, v� pp W 2` J 5 � � M � Q pOp55 S6 N^ rat no �vt•• LAKELAND S0. Q i f/0 O 10 14 SO � SHEEr 25 .mom FOXWOOD at LAKELAND lmw4. - - ►► .�T11 - . 10 miging.1110dii All• • - • i • • � :,.e • 22+00 23+00 GRAPHIC SCALE 20 0 10 20 40 I inch = 20 ft. U/L1%1r GrOlKi TAKE E CROWN INVERT CLEARANCE 1 565.33 (SANITARY) 57284 (WATER) 7.51' 2 572.02 (SS STUB) 573.52 (WATER) 1.50' 3 571.97 SS STUB 573.47 WATER 1.50' MN EMU NAME—Ag—/DATE V -' �. 00 .- ;;+' S7A 7 eY PVC � Y .50 S3 LF 8"4 PVC SDR-35 a 0to E: i- = 20' HORIZ. 1' = 5' VERT. REMOVE ETISIING PLUG, Qj CONNECT TO DWIK 12- MAIN INSTALL 79FORARY RACKLOW PRE1fNTRTN ASSEMBLY FOR TWW PER CONNECTKIN DETAIL ON SHEET 30. 1 - 12- TEE (FL) 1 - tY AADDIAPTEERTE �(RA (FLAWVES ) THRUST BLOCKING 1 - Ir 45' BEND THRUST BLOCM EXPIRES- 11-07- 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 RECORD DRANK CERTWICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CON$ UCTION RECORDS BY: DA 11TLE/PO97KW:. �n�•; CONFIRMED BY CITY DATE: PROJECT REF: THESE PLANS ARE APPROVED FOR CONFORMANCc WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Date Approved: �a M o O O p O a N I m � h 1' 1 N I n DATE GEALED EXPUMS, 1-31- QIStO 01 /LSD m. 590 0 Q r FOXWOOD at LAKELAND SANITARY SEWER AND WATER - ROAD 2 A PORTION OF TFE N.E. 1/4 OF SECTION A TOWNSFP 20 NORTH, RANGE 5 EAST, WAt CITY OF AUBUK PENCE COUNTY, WA&-MTON I - \ N i \ ----- - --------- -- N S EASTIMG GRADE • f g �'" ------ \ r, PROPOSED GRADE • ¢ 4 lidVu MN. 2,1111 Ii »11 PFK)F4 2 Q > STA 30to STA M+7405 m gg 2 N W SCALE. 1' = 20' HGRIZ. INTX STA: 31+74. - ROAD 2 � ROAD 1 1" = 5' VERT. = STA 13+35.58 Y] O N h O N N h N h 91 0I 31+00 m 590 Rm; t 32+00 GRAPHIC SCALE TO 0 10 20 40 ( IN FEET ) 1 inch - 20 tt � 124 ZCA� NINE III 1 - 12- TEE (FL) 2 — 12* GATE VALVES i - 12' ADAPTER M-%*Lo FLAW) RMTST BLOCOW 1 - 12' x 6' TEE (MJxFL) 1 - 6' GATE VALVE (FL4J) © 1 - 6" FIB HYDRANT ASSERWY THRUST BLOCKNG 1 - 12" GAP (MJ) © 1 - TEMPORARY BLOW OFF ASSEMBLY THRUST SLOCI NG EXPIRES- 11-07- 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 TE RECORD DRANNG CERTWICATION THESE DRAINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF. - THESE PLANS ARE APPROVED FOR CONFORMANCE KITH THE CITY OF AUBURN'S ENGNEERING DIW90N REQUIREMENTS. i si 01SID o%D icse FOXWOOD at LAKELAND PORTION OF OF SECTION• - 20 NORTK RANGEMY OF • 0OUNTY WASHM70N SEE SHEET 23 FOR COWMATION RN = 578.3d LE (S 8. 81 - 5040 Str6, �3 LE ( 8' 61 - NM ebe. L3 y 4 I.E. N 8. OUT = 586.19 S4E.9s 590 -_-- -..-. - -_ - -.. --- -...--._ __- 590 _ - L NrD a RBA = 581.P& . a SD. 'r r. ------ EVSI� GRADE • I.E. (N) 8- CUT 572.29 is + Rd 'g I.E. (SW) 6-M = 57246,2z + r. 1E-(E)-B-, IN .. LE. 72-46... u ± __-- > 1 < j > N a i S a a 580 -_-- ----. --- PROPOSED GRADE / -_- - - -- -__ ��-_ _ 580 12- 0 ST0W LE. = 573.87 o Ir*WATER _.___ - -__ �+ LE. = 572.35� i • 7WIG � P1C 570 4�VG 570 �iV/"1D 9TA 40+W TO 41+W*f SCALE: 1" 20' HORIZ. I STA 0+30 6.0 PVC 1- _ VERT. 5"io ,DS 9 61 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. agc3 DBMDd4 NAME _9W ATE 8fZ- - EXPIRES, 11-07- 0 FOR WATER ONLY 40+00 41+00 42+00 12 -..f31 Q rsio 01 W, 6: SS: SHEET 25 FOR COIYTMJATM FOXWOOD at LAKELAND SANITARY SEWER AND WATER - ROAD 3 A PORTION OF THE N.E. 114 OF SECTION 6, TOWNS -IF 20 NORTH, RANGE 5 EAST, W.M. CRY OF AUBURN, PIERCE COUNTY, WASFIINGTON HIGH POINT ELEV = 588.37 HIGH POINT STA = 35+37 PW STA = 35+55 PW ELEV = 589.00 A.D. = -6.67 PW STA = 36+65 PV! ELEV = 583.87 A.D. = 2.67 v - 11 7< 35+00 36+00 37+00 ROAD 3 CENTERLINE PROFILE STA 35+00 to STA 36+01M SCALE: 1" = 20' HORIZ. 1" = 5' VERT. 580 GRAPHIC SCALE 20 0 10 20 10 (INS) 1 inch = 20 ft. CONNECT TO HEATHERWOOD WATER SYSTEM IF CONSTRUCTED, INSTALL TEMPORARY CAP AND BLOWOFF ASSEMBLY IF HEATHERWOOD SYSTEM IS NOT CONSTRUCTED. 1 - 12' TEE (MJ x FL) 1 - 12' GATE VALVE (FLxMJ) THRUST BLOCKING 1 - 2' LANDSCAPE DEDUCT METER AND DDCV BACKFLOW PREVENTION ASSY, EXPIRES- 11-07- 3` 0 3 S 2 W Q � K g mj > Q W lm� U` O G; U IZ z-� ,, 31 Q IS►0 01 0/650 ;i NOTE: 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 LSSL-1 FIRE HYDRANT LOCATION LSBL-2 FIRE HYDRANT DETAIL LSBL-3 DEDUCT METER LSBL-4 ADJUSTMENT OF UTILITY LSBL-5 I -INCH AND SMALLER WATER SERVICE LS9L-6 i-INCH AND SMALLER WATER SERVICE MATERIAL LIST LSBL-6A 1-INCH AIR N VACUUM RELIEF VALVE LSSL-7 2-INCH BLOW -OFF ASSEMBLY LSBL-8 TEMPORARY BLOW -OFF ASSEMBLY LSBL-9 A7_j1�:ii�_1���C0_j1=&7] 1. TV CABLE ELECTRIC AND TELEPHONE LINES SHALL BE IN A TRENCH NTH A MINIMUM HORIZONTAL SEPARATION FROM O7HER U71U71FS (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 PRO£CT 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 DUC77LE 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. 5. ALL WATER MAINS SHALL HAVE MINIMUM COVER OF 42 INCHES 6. 12' AND UNDER VALVES FOR WATERIMS SHALL BE RESILIENT %EDGE GATE VALVES VALVES OVER 12' SHALL BE BUTTERFLY VALVES 7 JOINTS, EXCEPT WHERE OTHERWISE REQUIRED OR SHOWN ON THE DRAWWNGS SHALL BE EITHER MECHANICAL -BOLTED TYPE OR PUSH -ON RUDER 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 BY THE CITY OF BONNEY LAKE DEVELOPMENT POLICIES AND PUBLIC WORKS DESIGN STANDARDS, SECTION 4.07(14) AND 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. 10. DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REWIRED PRIOR TO CONNECTION TO THE EXISTING WATER LINE AND SHALL BE IN ACCORDANCE WITH THE LATEST PROVISIONS OF AWWA C-601, EXCEPT AS MODIFIED BY THE CITY OF BONNEY LAKE DEVELOPMENT POLICIES AND PUBLIC WORKS DESIGN STANDARDS, SECTION 4.07(14). 11. INSTALLA17ON OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL BE PER STANDARD DETAILS LSBL-6 AND LSBL-6A. 12. SERVICE LINES SHALL BE A MINIMUM 1-114 INCH AND METERS A MINIMUM OF INCH AND SHALL CONFORM TO THE STANDARD DETAILS LSBL-6 AND LSBL-6A IS BLOCKING FOR VP71CAL AND HORIZONTAL BENDS SHALL BE PER CITY OF BONNEY LAKE STANDARD DETAILS NO LSBL-1. 14. FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO CITY OF BONNEY LAKE STANDARD DETAILS NO. L58L-2 AND LSSL-3 AND SIX-INCH PIPES TO HYDRANTS SHALL BE CLASS 53 DUCTILE IRON. 15. CONTRACTOR SHALL OBTAIN ANY NECESSARY WATER METER/SERVICE PERMITS FROM THE WATER PURVEYOR PRIOR TO CONSTRUCTION. 16. ALL VALVE BOXES IN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE NTH THE CITY OF BONNEY LAKE STANDARD DETAIL NO. LS3L-5. 17. WATER SERVICES SHALL BE PER DETAILS L59L-6 AND LSBL-6A. LOCATION OF WATER SERVICES SHALL ONLY BE CHANGED AS REWIRED DURING CONSTRUCTION, UPON AUTHORIZAIM OF THE CITY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN THE EXACT LOCATIONS ARE DETERMINED. 18. BLOW -OFF VALVES SHALL BE CONNECTED TO THE WATER MAIN PER LSBL-8 OR LSBL-9 AS APPLICABLE 19. WATERLINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON THE DRAWINGS AND SHALL NOT BE CHANGED WITHOUT CITY APPROVAL. 20. BACKROW DEVICES REWIRED NTH FIRE PR07ECW N AND IRRIGATION SYSTEMS, AND TO BE INSTALLED PER THE CITY OF BONNEY LAKE DETAIL NO.. LSBL-4 AS APPLICABLE. 21. STREET CURBS SHALL BE PAINTED WITH FORMULA ND-Yf (YELLOW) 15 FEET EACH SIDE OF ALL FIRE HYDRANTS, AS DIRECTED BY THE CITY. 21. 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 BONNEY LAKE STANDARD DETAIL NO. LSBL-7. BLOWOF ASSEMBLY SHALL BE PER CITY OF BONNEY LAKE STANDARD DETAIL NO. LSEIL-8. 23. 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. 24. ALL DEFLECTIONS OF DUCTILE IRON PIPE TO BE PER MANUFACTURER'S RECOMMENDATIONS. SANITARY SEWER CONSTRUCTION NOTES 1. THE LOCATION OF THE -OE SEWERS SHALL BE MARKED AT 774E 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 IWIHORAWAL OF THE STAKE THE EXPOSED ONE FOOT (1) SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH OF THE SIDE SEWER OR TEE STALL 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 O7HERWISE APPROVED, ALL CONNECTIONS TO EMS71NO SEWER MAIN NTH NEW TEES SHALL BE DONE BY THE CITY OF AUBURN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION. 4. ALL SIDE SEWERS ARE STATIONED FROM THE PRECEDING DOWNSTREAM MANHOLE. 5. ALL SIDE SEWERS ARE 6" PVC 0 2% MINIMUM UNLESS OTHERWISE NOTED. SLABS ARE TO EXTEND TEN FEET ONTO EACH LOT NTH A MINIMUM DEPTH OF FIVE FEET. A CL£ANOUT SHALL BE PLACED AT THE AFOREMENTIONED P097ION ON ALL STUBS. SEE THIS SHEET FOR TYPICAL SIDE SEWER CONNECTION DETAIL. FOXWOOD at LAKELAND SANITARY SEWER AND WATER NOTES AND DETAILS A PORTION OF THE N.E. 114 OF SECTION 6, TOWNSW 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBLFN, PIERCE COUNTY, WASHINGTON WATER MAIN ® STORM MAW SIDE SEWER CONNECTIONS SHALL BE MADE MOTH A TEE PER CITY OF AUBURN STANDARDS. SANITARY SEWER MAIN I' MIN PVC 0 2% (TYR) ROOF DRAIN 6"- 8" PVC 0 1% MIN IE SHOWN ON PLANS IS AT CLEANOUT � 1' MN TYPICAL SIDE SEWER CROSSING BELOW UTiLIIY NTS NOTES: 1. SIDE SEWER CROSSINGS WITH LESS THAN 1' VERTICAL SEPARATION FROM PROPOSED UTILITIES SHALL BE DUCTILE IRON CLASS 52. 2. ADDITIONAL BUILDING SEWER CLEANOUTS SHALL BE INSTALLED AT INTERVALS NOT TO EXCEED ONE HUNDRED (100 FEET IN STRAIGHT RUNS AND FOR EACH CHANGE IN DIRECTION EXCEEDING (35) DEGREES. 3. BUILDING SEWER CLEANOUTS SHALL CONFORM TO CITY OF AUBURN STANDARD DETAIL SSCO-1, 4. VERTICAL BENDS IN SIDE SEWERS SHALL OCCUR ONLY AT LOCATIONS WHERE UTILITY CONFLICTS OCCUR. NO VERTICAL BEND SHALL BE ALLOWED IN THE PUBLIC R.O.W. OR WITHIN A UTILITY EASEMENT. FOR NEW 8" MAIN: 8"x4" REDUCER (FLxFL) FQR NEW 12" MAIN: 4" DBL. CHECK 11"x8' REDUCER (FLxFL) VALVE ASS'Y. 8"x4" REDUCER (FLxFL) FOR NEW 16" MAIN: 16"xl2' 12"x8" 8'0" REDUCER (FLxFL) REDUCER (FLxFL) REDUCER (FLxFL) NEW WATER MAIN -/ /1 FLANGE COUPLING ADAPTER. J 4" GATE VALVE (FLxFL) SIZE AS REWIRED TO MATCH NEW WATER MAIN 2' PRESSURE TESTING ASS'Y, 4' BLIND FLANGE W/ 2' IPS TAP 2" PIPE (SxS) LENGTH TO FIT 2" GATE VALVE (SxS) TINIM COUPLING PER CITY REVS hEIY WATER MAN I _ LENGTH AS REWIRED Y MATCH NEW WATER MAIN CLASS AND SIZE NOTE: CONTRACTOR IS REWIRED TO HAVE THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIFICATIONS AVAILABLE ON JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. CONNECTION DETAIL N.T.S. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: FOR EXIST. 8" MAIN: 8"x4" REDUCER (FLxFL) FOR EXIST 12" MAW: 11"x8' REDUCER (FLxFL) 8'x4" REDUCER (FLxFL) FOR EXIST, 16" MAW 16"A2" REDUCER (FLxFL) 12"x8" REDUCER (FLxFL) 8"x4' REDUCER (FLxFL) EX. WATER MAIN PROPOSED 8' GATE VALVE FLANGE COUPLING ADAPTER. SIZE AS REQUIRED TO MATCH EXISTING WATER MAN NOTE: BACKROW PREVENTION ASSEMBLY REQUIRED FOR TESTING CONFIGURATION Al CONNECTION TO EXISTING MAIN(S). FINAL CONFIGURATION SHALL REPLACE BACKROW PREVENTION ASSEMBLY MOTH SPOOL TO MATCH NEW WATER MAIN CLASS AND SIZE. LENGTH To FIT. -COUPLING PER CITY REO'S i�EX. WATER MAIN 8" GATE VALVE PROJECT REF: FAC 1 98-0035 4 ce THESE PLANS ARE APPROVED FOR CONFORMANCE NTH THE CITY OF AUBURN's ENGINEERING DIVISION REWIREMEN IS. Approved By. Dote Approved: EXPRES, 11-07-00 3` 0 0 O, 3 5 2 W Q� � Y V Q? �m U w� a c� nm Hain Yno I I �'naa O «rn„P p7 � :•N�- c [ii NLL N 3 Ei < as u I n �p n N ct F- 3 O M O W g 00 O >-F wN O cc �g Z U J J cri cc Lu ct U 3 't CNI w W cc W H W Z J W H J F U DATE SEAL® -7 -20 ExPIRES� I-31- PROJECT MANAGER JEFRY WAKEFHD DEBK)N JE. and BA. DRAWN JE and SA CIHC-CIC® PAW. SEC 6 T ZO N R 5 E FILE W I: \LAKELAND-SO\25847 DATE - 4-28-00 SCALE A8 SHOWN SHEET 30OF31 FEE NO 25847 LAKELAND SO. 0 15 to 02 0 / 4 So .�-------�1� Xr-- �I M + SE20PWEvE SANITARY �R EASEMENT I f SFE , I I I / 1 - I ` I '\ 100' WELL PR07ECTION EXISTING WELL / RADIUS EASEMENT BOUNDARY �1 I L - - - - - - - - - - - - - - - -I - 1 L----------------I I I I I I I I 1 I YO' WATER EASEMENT i•i • ••6_ ' ► �\ D SkIMARY SEWER WW WATER HEAT'HERMODOOD K° III I., 0 WE I DATE: GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. LrnLITY EASEMENT MOTE A BLANKET UTILITIES EASEMENT OVER AND ACROSS ALL COMMON AREAS CONTAINED IWTHIN SHOWN SITE BOIN40ARIES SHALL BE ESTABLISHED FOR CONSTRUCTION, MAINTENANCE, AND USE OF STORM, GAS, CABLE, TELEPHONE, AND POWER UTILITIES. WATER AND SANITARY SEWER EASEMENTS ALONG THE MAINLINES AS SHOWN HEREON. JVXAENT PROPOSED r PROPOSED ROOF DRAIN - PROPOSED ROOF DRAIN - E)OSTING STORM DRAIN TvPE N CATCH BASIN CATCH: E)OSTING SANITARY SFIIIER MANHOLE PROPOSED CAT04 BASIN PROPOSED STORM DRAIN TYPE N CATCH: .. O. Oral 2 r or rt r moon milli II EXPIRES- 11-07-00 W NOTE: CONTRACTOR IS REQUIRED TO HAVE THE CITY r OF AUBURN STANDARD NOTES AND STANDARD �•� �� OI>n DETAILS AND SPECIMATIONS AVAILABLE ON JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. RECORD DRAW CERTIICATION THESE DRAWINGS COIM:ORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS RV DATE: PTLE/POSITHON: - CWRMED BY CITY - y� EXPNMS- 1-31- P1RCkmI WIYN»1 JIM 11g110118D PROXCT REF: FAC PS-0035 pMIRIN JL N W JW crWcKBD 11AW. THESE PLANS ARE APPROVED FOR CONFORMANCE WITH WC 6 T 92 M P1 6 E THE CITY OF AUBURN'S ENGINEERING DIVISION FLE NO I: VyAKB,WO-$Q\ M7 REQUIREMENTS. DATE 4-=-m Approved By. &enw..-: --lcX EICALE M Date Approved: G �o� o SFEw� AI �O�• JA FILE NO _rlWor=ie_ LAKELAPD SO. Q ISiO Gl Q use