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HomeMy WebLinkAbout02D1656w 0 Q 0 N m V di N CL a 0 En Ln Cn J 0 / Ln CD Lo Cll 0 Ln 1 z a J w Q J H 00 LO LO W Z ti W z X U) In �� �c' CD � N J �z 0) �CN � N N / o � �CO Z N W x� Q W / X X Per LEGAL DESCRIPTION LOT 2 PER A.F. #9901260552, RECORDS OF PIERCE COUNTY, WASHINGTON PARCEL NUMBER #0520061018 CONSTRUCTION SEQUENCE GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 1. CALL ONE -CAL LOCATE FOR THE LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN OWNER/DEVELOPER (1-800-424-5555). 2. HOLD PRECONSTRUCTION CONFERENCE, CALL EVERGREEN TUCCI PARTNERS, L.L.C. CITY OF AUBURN - (CHRIS ESTEP) - (253) 288-3145 1302 B. P ST. CITY OF BONNEY LAKE - (253) 862-8602 SUM A 9839LLUP UMNER, WA 9IS 3. INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AS IDENTIFIED ON SHEET 6 CONTACT: CHRIH USS AND BY THE T.E.S.0 CONSTRUCTION SEQUENCE ON SHEET 6. TELEPHONE: (253)89191-7995 4. CALL CITY OF AUBURN FOR TESC INSPECTION. ENGINEER/SURVEYOR 5. CONTRACTOR AND DEVELOPER WILL BE RESPONSIBLE FOR ADDITIONAL EROSION CONTROL MEASURES APEX ENGINEERING, P.L.L.C. AS NECESSARY. 2601 SOUTH 35TH, SUITE 200 6. INSTALL SEWER SYSTEM. TACOMA, WA 98409-7479 7. INSTALL STORM SYSTEM. CONTACT: JERRY WAKEFIELD, P.E. 8. INSTALL ALL OTHER UTILITIES. TELEPHONE: (253)473-4494 9. CLEAN CATCH BASINS BY REMOVING SEDIMENT AND DEBRIS. ARCHITECT 10. HYDROSEED ALL DAYLIGHT SLOPES AND OTHER AREAS TO REMAIN UNWORKED. HACKWORTH ARCHETECTURE PLANNING 11. PAVE SITE. 1927 POST ALLEY 12. VERIFY STABILIZATION OF SITE. SEATTLE, WA 98101 13. CALL CITY OF AUBURN AND/OR CITY OF BONNEY LAKE FOR SITE INSPECTION. (206) 443-1181 FAX (206) 448-8908 REMOVAL OF T.E.S.C. MEASURES REQUIRES THE APPROVAL OF CITY OFFICIAL. GENERAL CONSTRUC11ON 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 "WA//SHING)TON STATE' DEPARTMENT OF TRANSPBRDGE,ORTATION AND MUNI�IPA�TCONSTRUCTION"STANDLATEST 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 AL 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-CALLA-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE 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 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 AL 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. (FOR CONTINUATION SEE SHEET 21) LEGEND 0 G PROPOSED SIDEWALK PROPOSED ASPHALTIC PAVEMENT PROPOSED CENTERLINE PROPOSED EASEMENT PROPOSED FLOWLINE PROPOSED ROOF DRAIN - 6" PVC 0 17. MIN. PROPOSED ROOF DRAIN - 8" PVC 0 1% MIN. HEATHERWOOD at LAKELAND COVER SHEET A PORTION OF THE N.E.1/4 OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON DATUM NA027 (CITY OF AUBURN) USGS (PIERCE COUNTY) BENCHMARK 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) STD. DISK STAMPED "100 1913" ELEVATION = 100.42 (CITY OF AUBURN) T.B.M. CHISELED SQUARE IN THE NORTHEAST CORNER OF POWER VAULT AT THE SOUTH EAST CORNER OF INTERSECTION AT LAKELAND HILLS WAY AND 57TH DRIVE S.E. ELEVATION = 523.62' SHEET 17 1 111 �e •�P *n w 'v .v. A i i IL GRADING QUANTITIES CUT - 4,700 C. Y. FILL - 25, 350 C. Y. NET - 20,650 C. Y. FILL NOTE: THE ABOVE QUANTITIES ARE ESTIMATES ONLY. THEY ARE INTENDED FOR THE PERMITTING PROCESS. DO NOT USE FOR BID PURPOSES. EXISTING STORM DRAIN TYPE It CATCH BASIN EXISTING CATCH BASIN EXISTING SANITARY SEWER MANHOLE PROPOSED CATCH BASIN PROPOSED STORM DRAIN TYPE It 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 PROPERTY CORNER PROPOSED STREET LIGHT ONE -CALL NOTE= #1-800-424-55W BURIED UTILITIES ARE SHOWN AS INDICATED ON RFCORD MAPS FURNISHED BY OTHERS AND VERIFIED WHER1 POSSIBLE BY FEATURES LOCATED IN THE FIELD. APEX ENGINEERING, ASSUMES NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS, OR FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO THE DESIGN. I= m t t I t r '^ �TI VJ m �t t m O t r� ALGONA Q PACIFIC W l w ELLINGSON RD Cr_ AUBURN wV) w a x s ��° KM COUNTY F �9 3RD AVE SE /,AV ST 0 LAKEN4 Q n N�Cy z 1_j �qNp Q s� o KING COUNT' `� �sE WAY SE GREEN W PIERCE COUNTY �, ,��LLJ �F 00 sM o 8TH ST E 1 m z nd ST N \ "'I PIERCE ' GOUNTY �`�,-- -\ ---- ----- SUMNER TAPPS -`���'� HWY. E. LAKE TAPPS PARKWAY I I RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS B Y: DATE: TITLE/POSITION: CONFIRMED BY CITY VICINITY MAP SCALE 1" = 1/4 MILE SHEET INDEX SHEET 1 COVER SHEET SHEET 2 SITE PLAN AND MAILBOX PLAN SHEET 3 G.D.E.S.C. PLAN SHEET 4 G.D.E.S.C. PLAN SHEET 5 X-SECTIONS SHEET 6 X-SECTIONS, NOTES AND DETAILS SHEET 7 GRADING SHEET 8 GRADING SHEET 9 COMPOSITE UTILITY PLAN SHEET 10 ROAD & STORM DRAINAGE PLAN & PROFILE ROAD A -- STA 10+00 TO STA 11+98.64 SHEET 11 ROAD & STORM DRAINAGE PLAN & PROFILE ROAD B -- STA 15+00 TO 17+78.88 SHEET 12 ROAD & STORM DRAINAGE PLAN & PROFILE ROAD B -- STA 17+78.88 TO STA 20+60.34 SHEET 13 ROAD & STORM DRAINAGE PLAN & PROFILE ROAD B -- STA 20+60.34 TO STA: 23+13.57 SHEET 14 ROAD & STORM DRAINAGE PLAN & PROFILE ROAD B -- STA 23+13.57 TO 25+70.21 SHEET 15 ROAD & STORM DRAINAGE PLAN & PROFILE ROAD C -- STA 40+00 TO STA 41+91.96 SHEET 16 ROAD & STORM DRAINAGE PLAN & PROFILE ROAD D -- STA 45+00 TO STA 46+89.59 SHEET 17 ROAD & STORM DRAINAGE PLAN & PROFILE ROAD E -- STA 50+00 TO STA 51+09.55 ROAD K -- STA 76+00 TO STA 77+27.29 ROAD L -- STA 78+00 TO STA 79+29.27 SHEET 18 ROAD & STORM DRAINAGE PLAN & PROFILE ROAD F -- STA 55+00 TO STA 57+10.02 SHEET 19 ROAD & STORM DRAINAGE PLAN & PROFILE ROAD G -- STA 60+00 TO STA 62+29.81 SHEET 20 ROAD & STORM DRAINAGE PLAN & PROFILE ROAD 3 -- STA 36+02.47 TO STA 37+20.86 ROAD J -- STA 73+00 TO STA 74+26.23 ROAD H -- STA 70+00 TO STA 71+29.25 SHEET 21 ROAD & STORM NOTES AND DETAILS SHEET 22 SANITARY SEWER & WATER PLAN & PROFILE ROAD A -- STA 10+00 TO STA 11+98.64 SHEET 23 SANITARY SEWER & WATER PLAN & PROFILE ROAD B -- STA 15+00 TO STA 17+78.88 SHEET 24 SANITARY SEWER & WATER PLAN & PROFILE ROAD B -- STA 17+78.88 TO STA 20+60.34 SHEET 25 SANITARY SEWER & WATER PLAN & PROFILE ROAD B -- STA 20+60.34 TO STA 23+13.57 SHEET 26 SANITARY SEWER & WATER PLAN & PROFILE ROAD B -- STA 23+13.57 TO STA 25+70.21 SHEET 27 SANITARY SEWER & WATER PLAN & PROFILE ROAD 3 -- STA 36+02.47 TO STA 37+20.86 ROAD H -- STA 70+00 TO STA 71+29.25 ROAD J -- STA 73+00 TO STA 74+26.23 SHEET 28 SANITARY SEWER & WATER NOTES & DETAILS SHEET 29 SANITARY SEWER & WATER EASEMENT PLAN PROJECT REF: FAC # 98-0038 -? 8 00 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. - Alry-n•✓ 14 DATE: Date Approved: _ C'A.�Oa Q 81 a 0 0 E U W 0 O 0 0 5 ECQ Qz om o o�w or-rn N -4- u') r0 sc o ea 0 .. C�� to p N Li3 0 - Q NLL- 0 o¢ am ionN E U It O O 0 �Z:r UJ oc W Cl) W he cc �...�0 Q � W X L0 N U J J cc Lu cc Q -j � O = Ua_ 0 �C.) 2a Z 63 W W cc 0 a: uj uj W Z W J DATE SEALED EXPIRES- 1-31- I PROJECT MANAGER G{ _l d -n IGGCV WA Vr_•^^ r% EXPIRES- 11-07-C)O DESIGN J.E and BA. DRAWN J.E. and B.A. CHECKED MA SEC 6 T 20 !t R 5 E. r �c NO L \LAKELAND-S0\26695 DATE 02/23/00 SCALE 1'-50' SHEET , OEL9 RLE NO 26695 LAKELAND SO- 0 1Sio o� p 16S` cn w O, Cu O f- En cn F- J o_ / Y L O 3 Ln m CO CV 0 0 z J W Y Q J / H 10 fM HEATHERWOOD at LAKELAND SITE PLAN AND MAILBOX PLAN 3 * NOTE NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNITS (N.D.C.B.U.) SHALL BE AMERICAN LOCKER GROUP, INC. (PLASTIC) OR APPROVED EQUAL. 1 1 I 1 GRAPHIC SCALE 30 0 15 30 60 { IN FEET ) 1 inch = 30 ft. MAILBOX r `Af r AAA BOX f TYPE BLIMM NOS TOTAL LHM KIOSK # BLDG. 1 -- A, B, C, D, E, F ® ONE TYPE 3 BLDG. 2 -- A, B, C, D 16 BLDG. 12 --A,6,C,D,E,F KIOSK # ONE TYPE 2 BLDG. 13 -- A, B, C, D, E, F 12 0 BLDG. I4--A,B,C,D,E,F KIOSK # ONE TYPE 2 BLDG. 3 -- A, B, C, D, E, F 12 0 BLDG. 4 -- A, B, C, D, E, F KIOSK # BLDG. 5 -- A, B, C, D, E, F 12 ® ONE TYPE 2 BLDG. 6--A,B,C,D,E,F KIOSK # BLDG. 7 -- A, B, C, D, E, F 12 O ONE TYPE 2 BLDG. 8 -- A, B, C, D, E, F KIOSK # BLDG. I5--A,B,C,D,E,F (DONETYPE2 BLDG. I6--A,B,C,D,E,F 12 BLDG. 9 -- A, B, C, D KIOSK # ONE TYPE 3 BLDG. 10 -- A, B. C, D, E, F 16 07 BLDG. i 1 -- A, B, C, D, E, F BOUNDARY DATA CURVE I RADIUS I LENGTH DELTA Cl 34.50' 23.61' 3913'00" LINE DIRECTION I DISTANCE L1 N7513'36 E 15.00' L2 S7513'36"W 20.00' CENTERLINE DATA C2 (OVERALL) C8 (OVERALL) Z = 19'29'02" L = 16'13'56" R = 235,19' R = 245, 85' T = 40.38' T = 35.06' L = 79.98' L = 69.65' C3 - P.R.C. to INTX. C9 - P.R.C. to INTX. L = 05 54'00" A = 04'01'20" R = 235.19' R = 245.85' T = 12.12' T = 8.63' L = 24,22' L = 17.26' C4 - P.R.C. to INTX. C10 - P.R.C. to INTX. = 09'49'10" L = 0817'30" R = 235.19' R = 245.85' T = 20.20' T = 17.82' L = 40.31' L = 35.58' C5 - INTX. to INTX. Cl1 - INTX. to INTX. L = 08 22'40" A = 07'59'23" R = 235.19' R = 245, 85' T = 17.23' T = 17.17' L = 34.39' L = 34.28' C6 - INTX. to P.R.C. C12- INTX. to P.R.C. L = 09 39'52" A = 07'56'26" R = 235.19' R = 245.85' T = 19.88' T = 17.06' L=39.67' L=34.07' C7 - INTX. to P.R.C. C13 - INTX. to P.R.C. 0 = 05°12'22" L = 04'13'13" R = 235.19' R = 245.85' T = 10.69' T = 9.06' L = 21.3 7' L = 18.11 ' CONSTRUCTION NOTES: O STOP SIGN (R1-1) STOP BAR - 18" WIDE, WHITE, REFLECTORIZED O THERMOPLASTIC, OR OTHERWISE APPROVED BY THE CITY OF AUBURN, OG/P PEDESTRIAN BOLLARD EXTERIOR LIGHT FIXTURE 12' STREETLIGHT POLE (CONCEPTUAL LOCATION) SITE PLAN NOTE. - REFER TO ARCHITECTURAL BUILDING AND SITE PLANS FOR FOUNDATION DIMENSIONING, CONFIGURATIONS, AND LOCATIONS WITHIN THE SITE PLAN SHOWN, HORIZONITAL CONTROL SHOWN HEREON IS FOR ROAD/DRIVEWAY, UTILITIES, BOUNDARY, AND EASEMENT, LOCATION AND CONSTRUCTION USE ONLY. 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. �AHEW� WAS,yIC� Q � o �\ 34858 /z A EXPIRES- 11-07-00 CITY OF AUBURN POSTMASTER APPRO f B Y.- DATE: 1 TITLE/POSITION: 1p-s- 1, \� RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DA TE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC # 98- 0038 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By: Date Approved: S�B�ao 0 ' s • O 0 cz� s v- s zW Qc� � Y Q Z O m �o Cn LLJ C:) C:) C:) Cu OD (D 66 Ln cil Cn CL F- Cn :9 TD C I D En c- C:) LC) CY) LD L0 En —j LLJ —i 6k, —A IL GRAPHIC SCALE 40 0 20 40 80 IN FEET 1 inch = 40 ft. HEATHERWOOD at LAKELAND GRADING, DRAINAGE, EROSION AND SEDIMENT CONTROL "G.D.E.S.C." PLAN 46+21LOO. 41.75' RT INIERCEP DMI BOTTOM ELEV. = 563.8; NIL- -2� In A PORTION OF THE ME 114 OF SECTION 6, TOWNSHF 20 NORTH, TNGE 5 EAST, W.M. CITY OF AUBUFK Pl COUNTY, WASHMTON CB 11, STA 48+46.34, 47.34' RT INSTALL W. CULVMT NORTH. THE PIPE TO THE EAST SHALL BE PLUGGED OR R15WAIN UNCONNECTED TO THE CATCH BASIN UNTIL THE SITE IS STABILIZED. TEMP. CULVERT INV. ELEV = 565-03 60LF 12" 0 0 1.00X 48+06.73, 41.75' RT 40LF 12*0 CMP— 1 49+0158, 41.75' RT ' . ... 44+56.73, �69.89' R WTB?CVDITCH ,Tof? 807* ELEV. = 563.00 E)aS71NG GRAVEL CONE OUTLET �SHT 5 EWW SEDIMENT POND TO FBOM 46+47. 172.12RT ID V. 569. ...... ... . .. ....... Clq �-4 (C*B( 21 44 1 z 46+47.55, 378.36t RT ELEV 570.75 i 0 #7 'SHT 5 C14 tie W -7777�, IL2 .......... VI V) g "t6>' =7 -j Lr) CL C14 U-) Lo 00 CO 04 Lr) C'4 LLA 04 L� LLJ Sn % X 49+6156. 41.75' RT y`, `,'r i r �� ,��(� i .. _ i�Itf T.^ 7 ;' t ` .-- - 4'` 4°' INV. ELEV. = 566-90 L2, 2' RT I EXPIRES, 11-07-00 1 00 X -,, �T 52+10-157. 4"r ",I,� I)1')`CH ANGIJ- 101W 570.2" J*( HEATHERWOOD at LAKELAND GRAPHIC SCALE GIADING, DRAINAGE, EROSION AND SEDIMENT CONTROL "G.D.E.S.C." PLAN 40 0 20 40 so TOWNSHIP 20 NORTH, I A OF THE N.E. 114 OF SECTION 6, T IN FEET RANGE 5 FAST, W.M. C" OF, AU I, PERCE COUNTY, WASHINGTON finch`, ft. 40 E S TN 5542 6.49E Ri 1 f it ALL u I- P OR RE _gAka'_ULCoNNECTL - —_ LJRU-! TA _N, N M.Trs, . . ....... . .... ...... od 9 I. om 2 "Il TEMP, CUL" @ 1.00%, V, r) ROLF 14- 4E T L01 2 - WAY - — — — — — — — — LAKELAND T Mp, L)! IE 7 71 7- --- —m-4- FJ -1 17 _--fNSTAJ,.(. 16 DF 10 1 U :;::� . ....... ..... PT 41 _11 J na-A fD S) J T 5 �7+ 5 7 �2L u j LLL F. q Ji- 7 t 71,!- A. 'If 4 F- '7T 6 1 1 47i V )IJ IL 1 57+31.71, 241.5j P. T JJ L E 5. S 5 1) & Ill .. .. ...... Z' 4, u- r .F -,F%4 Tj O�L HI'D4 T URiNG CPADqPF 7CNHt­ E TH S(�64\iT Nq ,1UXf rE V IE! _j . ............ ­�586 .. ........... 339,86' T 91, 71 _71 f. . ........ -T . . .... ... 7 7j� 07 L J. /7 N 44�V" N f"j 4 7' y. V V, 'A V - VI\ f 1 � N A I 8 r} t \ ` \ 4 '.],. l l 5 r I r'". P Jr V~ �.., ,.� '„w...\�. L Y) kti z "AY A7 000j C14 _4 7 7 N X 4—, z "o Ilk r • FOXWW SITE PLAN, GRAMG, AND UTILITIES DESIGNED LWDER SEPARAIE PEMAT AND FAC WORMATION SHOWN ON THIS PLAN PROVIDES A GRAPHICAL REPRESENTATION OF HOW GRADING TIES BETWEEN PROJECTS RM TO SEPARATE PLAN FOR ALL GRADW AND CONS7RUC7ION OF FOXWOOD. LEGEND INTERCEPTOR SWALE OR DIKE SILTATION FENCE IdErk, 1p INLET PROTECTION IrAp 741tMR !WPk_.w.-*m RECORD DRAMNG CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DA TE: TITLE/POSITION: CONFIRMED BY CITY DATE: mmma PROJECT REF: FAC _# 98-0038 fy THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. fp-41y� S. Date Approved: A/_10 d / - mmmommmma I EXPIRES- 11-07-00 o ko CLV 00 c1q Yr pr- !ro A or Zq a 1510 0:1 D 14 6 4 of c- 0 0 0 0 Cu m b 6i O O T f0 7 F— F— Q1 3 � o 0 I cn i / v in cn I — En _ / H tZ / J Y 4 L / / In m LO cu CD Ln -4- I a aCN J WW Q / _x 590 0+00 1+00 2+00 3+00 HEATHERWOOD at LAKELAND GRADING, DRAINAGE, EROSION AND SEDIMENT CONTROL 'G.D.E.S.C.' PLAN A PORTION OF THE NE 1/4 OF SECTION e. TOWNBFP ZO NORTH, RANG 5 EABT, W.M. CITY OF AUBURN, PBiCE COUlfY, WA9HNGttMJ 4+00 5+00 . /1 /11 ME 9+00 001111 111 590 U. 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 ti "IRAU I VR J lrlflVJ IRvu IILMN RLI,VRUJ /POST TIO N: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By: 5q.00 EXPIRES, 11-07-00 1 3 r LO ,tl W N LAKELAND SO. 00 01SIO Oa D 16 6C F—I cn w 0 0 0 CV m a v m m r, L n a m LO 3.1 rn T_ / cn S J a_ / Y L O 3 Ln LO / 0 rn 0 Z Q J w Y Q J / V / K, CL / Y � U o00 Z N W ' Y cn J � �x 570 i1 HEATHERWOOD at LAKELAND GRADING, DRAINAGE, EROSION AND SEDIMENT CONTROL 'G.D.E.S.C." PLAN A PORTION OF THE N E 114 OF SECTION 6, TOWNSHIP 20 NORTH, RANG 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON L 0o cfl d- r- ca r. d m r7 r, 00 00 u� 00 O N O ai r` 00 00 00 00 00 r\ r\ r_ r_ r` cU cfl U1 Ui LO V') to LO L0 U') U ) 0+00 CITY OF AUBURN STANDARD DETAILS CONSTRUCTION ENTRANCE DEV-5 SILT CONTROL FENCE DEV-6 CATCH BASIN PROTECTION FOR GRADING PROJECTS DEV-7 CATCH BASIN PROTECTION DEV-8 CHECK DAMS AND SWALES DEV-9 CONSTRUCTION SEQUENCE FOR GRADING AND T.E.S.C. 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 REQUIRED 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 PIPE SYSTEM TO THE CITY'S STORM CONVEYANCE SYSTEM IN LAKELAND HILLS WAY SHALL ONLY BE ALLOWED AFTER THE SITE IS STABILIZED AND REQUIRES APPROVAL FROM THE CITY INSPECTOR. 1+00 2+00 3+00 EROSION CONTROL SEEDING NOTES 1. SEEDING - APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED BED AT A RATE OF 120 LBS/ACRE: NAME REDTOP (AGROSTIS ALBA) ANNUAL RYE (LOLIUM MULTIFLORUM) CHEWINGS FESQUE (FESTUCA RUBRA COMMUTATA) (JAMESTOWN, BANNER, SHADOW OR KOKET) WHITE DUTCH CLOVER (TRIFOLIUM REPENS) PROPORTIONS PERCENT PERCENT BY WEIGHT PURITY GERMINATION 10% 92 40% 98 40% 97 10% 96 90 90 80 90 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 1 AND AUGUST 31, IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN NOVEMBER 1 AND MARCH 31, MULCHING WILL BE REQUIRED 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, WITH 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 SUPPLIED WITH 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. 4+00 6+00 DEC -• • m a 0 z O E U 0 O N IY o Ig 7 0 Y 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 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 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 LIMITS 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 BY. DATE- TITLE/POSITION: CONFIRMED BY CITY DATE: ADDITIONAL EROSION CONTROL NOTES 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 PREPARA TION. 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: FAC # 98-0038 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By: Date Approved: _����oa �yj-a) �ZHEV �PaF WAS �✓�. Q z 34858 <v� , NALRE�G�� EXPIRES: 11-07-00 3 0 0 1 s Zw Q � � q J Q o m ti U O W ~ C U 011d 0 � 0) cm 0 N L0 ic r O •�rl + OM (/7 00It �--. �'' to to O N � U LLB 0 �c a L` a � v� CIA o� U � H � LO N W z W J I— J U DATE SEALED" / EXPIRES- 1-31- n?/ PROJECT MANAGER JEMY WAKE19ELD DESIGN SRD- DRAWN SAD. CHECKED M W. SEC 6 T 20 N. R 5 E. RLE NO I: \LAKELAND-SO\26695 DATE 02/23/00 SCALE AS NOTED SHEET 6 OFL9 RLE NO 26695 LAKELAND SO. H a sin 02 o 1656 cn H W 3 7 O C? O CZJ m L[7 v m L Q Q Q1 D CIJ O I f- 2 ch / U7 E- S J 0- Y L O 3 / Cn LO LO CV / 0 Ln I z S J Lli Y Q J Cr W z f- L.l z x X O X C.� O� Cp cfl N ?F 510 -1 0r Lq GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. E.G. CONTOUR HIGH E.G. CONTOUR MINIMAL F.G. CONTOUR HIGH F.G. CONTOUR MINIMAL F.G. SPOT ELEVATION 598 EF HS MF E.G. CONTOUR LABEL F.G. CONTOUR LABEL ENTRY FLOOR HIGH SLAB MAIN FLOOR HEATHERWOOD at LAKELAND GRADING PLAN A PORTION OF THE N.E. 1/4 OF SECTION 6, TOWNSHIP 20 NORTH, RANG 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASFflNGTOPI RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS TITLE/POSITION: I CONFIRMED BY CITY DATE: PROJECT REF: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMEN TS. Approved By. Date Approved: S' at] EXPIRES- 11-07-ef 3 b Q �z 00 �m �o U Q Is Iv 02. 0 fese HEATHERWOOD at LAKELAND GRADING PLAN GRAPHIC SCALE A PORTION OF THE N.E. 1/4 OF 3ECT10N 6, TOWNSHIP 20 NORTH, 20 0 10 20 40 RANGE 5 EAST, W.M. CRY OF AUBURN, PIERCE COUNTY, WASI-gNGTON ( IN per ) 1 inch = 20 it. SEE SHEET 7 FOR CONTINUATION ROCKERY NOTE: ROCK WALL PER CITY OF AUBURN STANDARD PLAN GERW-1, KEYSTONE, OR OTHER ROCKERY w/ PRIOR APPROVAL OF ENGINEER. CONNECT 6"0 PERF. ROCKERY DRAIN TO YARD DRAIN SYSTEM, SEE SHT 12. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS B Y. DATE: TITLE/POSITION: _ CONFIRMED BY CITY DATE: ki 0 --� u L 588.55 1.25% ROAD 590 MF=596.39 HS=596.39 N 0) Ln EF=597.12 HS=593.2( MF =596. HS =596. 595.89 u 595.89 L' x/ boll0 PROJECT REF: FAC # 98-0038 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By: lei 5.... Dote Approved: o a W-/!(_"u EXPIRES, 11-07- 3 0 0 3 5 Q� �Q `= z 00 �m U o10i65 cn w 0 0 0 Cu m ti V m ti L Q Q CD 3c cn O I fn U7 S (n J L 0 Ln cn CD CD CU O in I 0 Z Q J 11J Y Q I GRAPHIC SCALE 30 0 15 30 60 IN FEET ) 1 inch = 30 ft. SITE MTA► IJ E 1407" THE SIGHT TRIANGLES SHOSW HEREON ARE MEASURED FROM A POINT 12 FEET BEHIND THE EDGE OF TRAVELLED WAY. SIGHT TRIANGLE SHOMN FOR A DISTANCE OF 250 FEET, PER CITY OF AUBURN STANDARDS TABLE RG-2. PROPOSED SIDEWALK PRONISE'D ASPHALTIC PAVEMENT — — — — — — — — — — — PROIROM CEN?ERLMrE PROPOSED EASEMENT -- - -.... ---- - ---- — — PROPOSED FLOWI MBE ____________________PROPOSED ROOF DRAIN — 61, PVC 0 1% Mu+i. — — — _. — — — — — — PROPOSED ROOF DRAIN - 8" PVC 0 1X MIN. EXISTING STORM DRAIN TYPE II CATCH BASIN ❑ EXISTING CATCH BASIN Q EXISTING SANITARY SEWER MANHOLE ■ PROPOSED CATCH BASIN 0 PROPOSED STORM DRAIN TYPE H CATCH BASIN PROPOSED SANITARY SEWER MANHOLE O PROPOSED ROOF DRAIN (LEAN OUT PROPOSED TEE ►� PROPOSED HORIZONTAL BEND PROPOSED AIR RELEASE VALVE PROPOSED FIRE HYDRANT N PROPOSED GATE VALVE 0 PROPOSED WATER METER 10. PROPOSED REDUCER & PROPOSED MONUMENT • PROPOSED PROPERTY CORNER SIGHT DISTANCE ,YJ it r' I HEATHERWOOD at LAKELAN LAN COMPCOM UnLITY PLAN Wry Kt(;OKU UKAMYVU U INUA H NV THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS DATE: TITLE/POSITION: — CONFIRMED BY CITY * 15V-1J EXPIRES- 11-07- F'KUJLI; I KLf : f AU # 915-LKJM J� THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: 1 ^r s C�3 H 01Sio 02 0 165 6 L O m 0 0 a N m in 0 m 0 T f0 3C Cn a a I / cn J d Y L / rn LID LO Cu O fn I 0 z Q J LtJ ]C Q J F--4 � G10 RAPHIC SALE 40 HEATHERWOOD AT LAKELAND �❑'�"�� PRIVAM ROAD AND STORM — ROAD A IN FEET 1 inch = 20 cc. A POFiT10N OF THE NE 1/4 OF SEC110N 6, TOWNSi'p 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PERCE COUNTY, WAS-MTON 9- � , fi C/1© ~%&r "MA/11A,2L,.. PV! STA - 10+47.50 PM ELEV = 575.90 LOGY POINT ELEV = 570.05 N A.D. _ —6.30 LOW POINT STA = 11+51.11cc u "� w K = 11.90 PVI STA = 11+30 Cl ►<— 75.00' VC PM ELEV = .05 � 1 ^ < 5 A.D. = 11.30`� c>_ + + K = 7.96 = J w ... a L m cis cn li, 10+00 11 +00 12+00 II I.E. (W) 12" IN = 564.85 I.E. (E) 12" OUT — 564.85 I I T = 34.70' L = 54.68' R = 35.00' 0 = 8930'29" * TER&c-C?M ROAD A AND LAKELAND HILLS WAY SCALE 1" = 10' KEYMAP I 1 I 1111 NCIRTi—i 5'7-" EXPIRESs 11- 07—Op DRIVEWAY RADII NOTE: UNLESS OTHERtMSE 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 71GHTLWE CONNECTED TO THE STORM SYSTEM, AS 9100 HERON. CATCH BASW NOTES= 1. ALL CATCH BASINS ARE TO BE EQUIPPED NTH W.S.D.O.T. STANDARD PLAN 62A FRAME AND GRATE UNLESS OTHERWISE NOTED. 2. UNLESS OTHERWl1SE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. RECORD DRAWING CERTIFICATION THESE DRAW04GS COWORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. - DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: F REF: NS ARE APPROVED FOR CONFORMANCE MTH F AUBURN'S ENGINEERING DIVISION NTS. Approved By. D's' ....•,, Date Approved:%oeao 1 3 3 o L a �m �m t) U N ^ Q 1510 0 2 0 /65 6 0 0 0 CV m_ v 0 Cu W X ?� • 4 s• 4, Z 0 '�• / `.� • �434%, . �Osg_r .m m 570 PRIVATE ROAD AND STORM - ROAD B - STA : 15t00 TO STAB 17+78-88 A PORTION OF THE ME 114 OF SECTION 6, TOWNSHIP 20 NORTH, RANG 5 EAST, W.M. CITY OF AUBURN, PERCE COUNTY. WASHINGTON ■ W Q Lu W GRAPHIC SCALE 20 0 10 20 40 ( IN FEE) 1 inch = 20 ft. KEYMAP r- r `S NORTH EXPIRES, 11-07-00 DRIVEWAY RADII NOTE: UNLESS OTHERWISE NOTED, ALL DRIVEWAY RADII ARE 3'. olln HORIZONTAL CONTROL NOTE - REFER TO SHEET 2 ( SITE PLAN) FOR ROAD CENTERLINE BEARING AND DISTANCE INFORMATION. LOT DRAINAGE NOTE: ALL BUILDINGS WILL BE TIGHTLINE CONNECTEn TO THE STORM SYSTEM, AS SHOWN HERON. CATCH BASIN NOTES I: 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 I THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUC17ON RECORDS 1 B Y.- DATE. TI TLE/POSI TION: -- CONFIRMED BY CITY DATE: PROJECT REF: FAC_.1 98-0038 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. _ Date Approved: �%�0o 1 ko l A m as G? 15►v o2,D 1456 J W H Z Q 0 N CU bi Iri 0 0 L cn X R I ti fi) c.n H F— H d Y pL / I!7 a) CD (D N C7 U� 1 cn Z Q J W Y Q J / MATCHLINE - STA: 17+78.88 SEE SHEET 11 FOR CONTINUATION 57E HEATHERWOOD at LAKELAND PRIVATE ROAD AND STORM - ROAD B - STAB 17+78.88 TO STA: 20+60.34 A POR710N OF THE N.E.1/4 OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 FAST, W.M. CITY OF AUBURN PIERCE COUNTY, WA3FgNGTON SEE sHeer 20 FOR conrPNuanory 578 580 582 304 -"w ■ ■ 590 ■ ■ I[ vu I = joz.to go ti . Koo Tr. ■ ■ i ma KEYMAI oao�sss H pp 510 it of "' 0100 x 0 0 CU m 0 m 0 f0 HEATHERWOOD at LAKELAND PRIVATE ROAD AND STORM - ROAD B - STAB 20+60.34 TO STA: 23.13.57 SEE SHEET m �Z n rornara of THE ram. i/a of aecnorr d TOWNSHIP zo Nonn+.=/'NO t`-e%AMAll IA T7nki 51 M-ft Is amlm-�ffi� A- M-WA lm� MAN& A lolkmqpklo Aw&m-- A a am-%m nm-%A I V%99—r%lw�kn— A011kAv%N M I A ff A Aq%l M RJP%-wl'0P%klL I I n c� z Z Q Q �U 1 LC L Z T� u UCfj rlmFr SEE SHEET 18 ►nON 576 GRAPHIC SCALE 20 0 10 20 ¢0 ( IN FEET ) 1 inch = 20 ft. KEYMAP €XPIR£Si 11-07-00 1 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. LOB' DRAINAGE NOTE: ALL BUILDINGS WILL BE TIGH TUNE CONNECTED TO THE STORM SYSTEM, AS SHOWN HERON. CATCH BASIN NOTES- 1, ALL CATCH BASINS ARE TO BE EQUIPPED WITH WW.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 DRAWIINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DATE: TI TLE/POSI TION: CONFIRMED BY CITY DATE: PROJECT REF: FAC THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By J, —_ ). --e 2, �� - _c\t--1 ml Date Approved: 3 z kNt z� Q� J W ZD J vit Q cs T— ��e r of - Gusio na D 165` 0 0 0 Q m 0 m L o, GO Cn Y L 3 / C� (O CV f O L0 Z Q J uj ]C Q J 1 fr W x Q V) t1 J 78 d N r In a 05 ED cc l N qC $u') to to N ti N a�f 6 to N J � MATCHUNE — Ica SEE SHEET 13 FOR ■ ■ 1 590 F N (n W HEATH.ERWOOD at LAKELAND PRIVATE ROAD AND STORM - ROAD B - STAB 23+13.57 TO STAB 25+7021 A PORTION OF THE N.E.114 OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON SEE SHEET 17 FOR COMiNUA110N SEE T 16 FOR CONTMAnOriN vvv � 580 570 fc GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. EXPIRES- 11-07-00 DFVVEWAY RADII NOTE: UNLESS OTHERWISE NOTED, ALL DRIVEWAY RADII ARE 3'. E 0WAL CCffML NOTE= SHEET 2 ( SITE PLAN) FOR ROAD E BEARING AND DISTANCE INFORMATION. LOT DRAINAGE NOTE: ALL BUILDINGS WILL BE TIGHTLINE CONNECTED TO THE STORM SYSTEM, AS SHOWN HERON. iCATCH BASIN NOTES: I 1. ALL CATCH BASINS ARE TO BE EQUIPPED WITH I W.S.D.O.T. STANDARD PLAN B2A FRAME AND GRATE UNLESS OTHERWISE NOTED. I 2. UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. I RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE ICONTRACTOR'S CONSTRUCTION RECORDS I B Y.- DATE: ITITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC # 98-0038 s 8 od 7, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGWERING DIVISION REQUIREMENTS. I Approved By. IDate Approved: s Dd Cz J � J I as F--I Pr- 513 140�-'1q 01510 02 D i656 0 C> 0 rn N 0 F- 01 cn cn S Ui J a. Y L L0 Lo CU O Cn I a Z Q J W Y Q J I—i x V) m o� uim 7 cwc cn qJ N cb Cc O) N N t� O I Z N B I �w X m 570 HEATHERWOOD at LAKELAND PRIVATE ROAD AND STORM - ROAD C A PORTION OF THE N.E.114 OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTONI SEE SHEET 11 FOR COAMNUA nON 40+00 41 +00 42+00 1 :N 570 N\572 GRAPHIC SCALE 20 20 40 ( IN FEET ) 1 inch = 20 ft. KEYMAP EXPIRESi 11-07-pp 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 BASIN NOTES: 1. ALL CATCH BASINS ARE TO BE EQUIPPED WITH W. S. D. 0. 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 # 98-0038 & o0 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By: Date Approved: ®a 1 3 0 0 0 0 1 t 1 Q <� U � V Q N^ U) h-i w 0 0 O Cu O O Q 0 Z3 m X 'O CO _ ul U7 F- J d Y O UD LD O 0 z J W Y 6 J H w 8 N 5� 3 Q �04 � N InY fN to 4 co L0 LO o� W i W X 55 5 9t 570 HEATHERWOOD at LAKELAND PRWAM ROAD AND STORM - ROAD D A N OF THE N.E.114 OF SECTION 6, TOWNSHF 20 NORTH, 45+00 46+00 47+00 570 .r ,568 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. KEYMAP m EXPIRESt 11-07- y-m 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 BASW 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. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DA TE: PTLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC 98-0038 sue' o0 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Aroved By. Date Approved:? od 3 3 ZC Z J � J 00 m tm Gt I S 10 oa 0 /4,<. 6 cn CD O O CU 0 0 z F- CD n Cn / F- a Y L O / rn UD co rn C] z Q J W Y Q J / I-H 4 V a V k � 4 7C, V) /1 � a �LC = o J � �Q Ln(C CY)Cc LL 0 Z Q ¢L a :m wil 572 574 HEATHERWOOD at LAKELAND PRIVAM ROAD AND STORM - ROAD E, ROAD K, and ROAD L LO C'qo M CD LO g Cl L LO o LO Lo M 1 ¢> Q W J N W N W N Ed PROPOSED GRADE ® s Q Q ciri 5' } BARRIER CURB PER WSDOT STD. PLAN F-1 OR F-26.— — EXISTING GRADE II w Or; o O II Cr w z w z M 00 Lq�-j o a >_Lo r¢- z ¢ rY LLJI co w Cry C) w n w C, O Cr m C) �¢o z� I � � a�Ln Ln U-) N II F._. f<_ J (n to w A PORTION OF THE N.E.114 OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON SEE SHEET 14 FOR CONTINUATION 576 578 SrmE SHEET 14 FOR CON77NUA770N wv vv� o u� po rolu Ill. U) LO 51+00 50+00 ROAD E CENTERLINE PROFILE STA 50+00 to STA 51+09.W SCALE. 1" = 20' HORIZ. 1' = 5' VERT. 580 6wel 580I----- — 570 STA 76+00 - INTX ROAD K = STA 24+37.12 - ROAD B ELEV = 577.79 582 STA = 77+29.27 END OF PAVEMENT ELEV - 580.35 / EXISTING GRADE A STA 76+00 to STA 77+27.29 SCALE 1 " = 20' HORIZ. 1' = 5' VERT. U'� to LO 580 570 76+00 77+00 O Cn ck�o 0 t l� oo') ^ n — _ STA 79+29.2 C)° II II II W END OF PAVEMENT, ELEV = 579.41 > Q Ed °+° � II '¢ � N w EXISTING GRADE r� cv cn w S J 55 a _—--2.00% PROPOSED GRADE @ ROAD L CENTERLINE PF STA 78+00 to STA 79+ SCALE: 1" = 20' HORIZ. 1' = 5' VERT. :m 570 — 580 rn o Flo� LO 78+00 79+00 570 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET } 1 inch = 20 ft. 5--5%a EXPIRES, 11-07- O0 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 TTGHTLINE CONNECTED TO THE STORM SYSTEM, AS SHOWN HERON. CATCH BASIN NOTES: 1. ALL CATCH BASINS ARE TO BE EQUIPPED WITH W. S. D. 0. T. STANDARD PLAN 82A 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 # 98-0038 -s 8 oe THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. `1 J J4 Date Approved: ae 91510 3 o o � I I , ZZ Qw Qw zs a!5: j ZD � 0c) �m �co o� o0 U O cj O cr- L Cr L U C; m C- :a 0 0 Q 675 0 0 cv F- m m F- ul U7 ul J Y L m LO to CNJ ul Z Q J w a J F-4 W Q x 580 570 560 f 572 574 -/ 576 HEATHERWOOD at LAKELAND PRIVATE ROAD AND STORM - ROAD F A PORTION OF THE N E 114 OF SECTION 6, TOWNSHIP 20 NORTH, RANG 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON 572 oib Dm 574 55+00 56+00 57+00 ROAD F CENTERLINE PROFILE STA 55+00 to STA 57+10.02 SCALE: i" = 20' HORIZ. 1' = 5' VERT. 76 mm rn :a 570 560 GRAPHIC SCALE 20 0 Io 20 40 sw%p"O!!� ( INS) 1 inch = 20 ft. KEYMAP NU'RTH .5-V—ono EXPIRE& 11-07-pp 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 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. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC # 98-0038 S B THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS, Approved By: Date Approved: '" 100 - -"' zi as aW OttLX N aioso 0;z01656 U) w 0 0 0 CV 6D O c*m L n Q F- Cn 3t m r-f I r U7 Cn I- d Y O / ul rn CO LO Cu / O L0 I Z a J W J F —I m w F�— Q w x X 590 0 HEATHERWOOD at LAK AND PRIVATE ROAD AND STORM - ROAD G A POg710N OF NE 1/4 OF SECTION 6, TONT6FF 20 NORIF( RANGE 5 EAST, W.M. CITY OF Al1BUFN. PBiCE OIXR1fY. WABFfNGTpJ 60+00 61 +00 62+00 ROAD G CENTERLINE PROLE STA 60+00 to STA 62+29 81 SCALE: 1" = 20' HORIZ. 1' = 5' VERT. ff-Ml GRAPHIC SCALE 20 0 10 20 40 IN FEET 1 inch = 20 ft. KEYMAP A n s q� s #' y NUNN EXPIRES, 11-07- DRIVEWAY RADO NOTE= UNLESS OTHERWISE NOTED, ALL DRIVEWAY RADII ARE 3'. HOONTAL 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 W.S.D.O.T. STANDARD PLAN 62A FRAME AND GRATE UNLESS OTHERWISE NOTED. 2. UNLESS OTHERWISE SHO 0, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS i DATE: TI TLE/POSI TION: CONFIRMED BY CITY DATE: PROJECT REF:--FAc_1 98-0038 s, 8/00 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. AkPProved By. Nw-mm, Date Approved. 0 1 1 s Q �Q o C.� Pf- 510 o2oUssc w 0 0 0 CU 0 m m_ L O_ a F- O7 3 O CV _ En cn cn J n / L O / m CD CO CU / 0 Cn 0 z e J W Y Q J W O O QD N V< a o= CN to 4 N Y C� RL0 0) co LO�0 rn N N co 'IT N z Q i X � Q � J LaJ X 590 580 570 588 586 HEATHERWOOD at LAKELAND PRIVATE ROAD AND STORM - ROAD 3, ROAD H, and ROAD J A PORTION OF THE IaE 1/4 OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WA31-flNGTON SEE SHEET 12 FOR CONTINUAT ION SEE SHEET 12 FOR CONTINUATION 35+00 36+00 ROAD 3 CENTERLINE PROFILE STA 36+02.47 to STA 37+20.86 SCALE: 1" = 20' HORIZ. 1' = 5' VERT. 37+00 590 m m 580 U5#1 411 R-L 1 II II STA=i3+00 > RIM = 582.24 gc w I.E. t16 12" IN = 577.88 I.E. N 12" IN = 577.88 s s I.E. S IF, 6" IN = 578.38 ,.ff-Wr �-577.88 _, 73+00 -- - -- w m 0 Q 570 o o - ;t i + LO o 5901 Q n > (~ W Ln (~LOW4 ------------ ROAD H CENTERLINE I 582 V011 HIGH POINT ELEV = 583.86 HIGH POINT STA = 73+78.98 + PVI STA - 73+75 EL.EV = 584.23 M j A.D. -3.29 K = 27.34 90.00, VC PROP SED GRADE 580 STA 70+00 to STA 71+29.25 SCALE: 1" = 20' HORIZ 1' = 5' VERT. GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. KEYMAP -&OD _ 74+26.116 _ � RIM = 583.37 S H E I✓ k'e o I.E. W 12 IN = 579.37 c*P F WAS � I.E. (S) 12" OUT = 579.37 590 EXISTING GRADE 0 C :) J CENTERLINE PROFILE STA 73+00 to STA 74+26.23 SCALE: ]" _ 20' HORIZ. 1' = 5' VERT. ----- _------ -- -___... .... HIGH POINT ELEV = 584.61 HIGH POINTSTA = 70+75 PVI STA = 70+75 PW ELEV = 584.94 _ A.D.-= -3.00 K = 30.00 90.00' VG PROPOSED GRADE Q EXISTING GRADE 18" KDGE SEE DETAIL STA 74+26.06 END OF PAVEMENT, ELEV = 583.47 74+00 � J w Cq f N d Ww > a ± 0 590 N w 18" WEDGE C''RB SEE DETAIL ET 21 P -# STA = 71+29.08, RIM = 584.03 I.E. S 6 IN 580.54 I.E. (W) 6" IN 580.54 " = SRO N M LO I.E. (E) 12 OU LO 00 00 70+00 71+00 MEET 21 V EXPIRES, 11-07-f1D DRIVEWAY RADII NOTE: UNLESS OTHERWISE NOTED, ALL DRIVEWAY 580 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 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. RECORD DRAWING CERTIFICA71ON THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DATE- TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC # 98-0038 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By: � 's4i� Date Approved: Q 1050 3 4- 3 5 z� � Y � Q 00 �m U � U) F-1 LL.1 C> CD cu CU m CL R, c.n U7 J a Y L 0 rn co (V O cn 1 0 z Q J L1J `., Q J W a x W ffl 4 W %C) N L z Ckf Z 3 rn �to N to X % Q o � z N Lw -J X � 4J X X GENERAL CONSTRUCTION NOTES (CONTINUED FROM PAGE 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 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 INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY'S STANDARD DETAIL NO. TRSP-I. 13, POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPA ATION FROM OTHER UTILITIES (SEWER, 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. 18. ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE 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 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 CRUSHED ROCK, SIX INCHES (6") MINIMUM UNDER, TO SIX INCHES (6") MINIMUM OVER THE PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL N0. 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 MINUS 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. HEATHERWOOD at LAKELAND ROAD AND STORM NOTES AND DETAILS A PORTION OF 3.E.1/4 OF THE N.E. 1/4 SECTION 6, AND THE N.E. 1/4 OF THE N.E.1/4 SECTION x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i'MIN. PVC OPEN GRATE s I )FM SEWER CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE CONNECTION PERMITS FROM THE CITY OF AUBURN, PRIOR TO CONSTRUCTION. 2. ALL STORM DRAINS WITHIN THE DEVELOPMENT SHALL HAVE STENCILED "DUMP NO WASTE" - DRAINS TO "EITHER" STREAMS, "WETLANDS" OR "GROUNDWATER" AS 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 VYLOPLAST 12" INLINE DRAIN 'MODEL 2712AG12N) ADS TO PVC SDR 35 ADAPTER /(IF NEEDED) 8" PVC OR ADS-N12 -- IN & OUT BASE CAN BE SOLID, OPEN OR PERFORATED (IF OPEN OR PERFORATED, DRAIN ROCK OR PEA GRAVEL SHALL BE PLACED AROUND PIPE) BACKFILL MATERIAL CLASS I OR CLASS It SOIL 12' INLINE DRAIN AND ADS N-12 DRAIN BASIN I TPICAL DRIVEWAY DETAIL N.T.S NUMBER OF STUBS VARIES MAXIMUM OF 4 8" AT 90 DEGREES NOTE 12" INLINE DRAIN AND ADS-N12 DRAIN BASIN MAY BE SUBSTITUTED BY EQUAL YARD DRAIN SYSTEM. _ANTTNG STRIP 1. THIS DETAIL APPLICABLE TO 12' OR 16' DRIVEWAY INTERSECTIONS WITH PLANTER STRIP BETWEEN VERTICAL CURB AND SIDEWALK. OTHER INTERSECTIONS SHALL INCORPORATE A DEPRESSED CURB RAMP PER W.S.D.O.T. STANDARD PLAN F-3 AND AS SHOWN ON PLAN. 2. TRANSITION BETWEEN DRIVEWAY INVERTED CROWN TO INVERTED CROWN OF ADJOINING ROADWAY WITHIN LENGTH OF DRIVEWAY CURB RETURN AS SHOWN ON ROADWAY PROFILES. 8" PVC OR ADS-N12 LANDSCAPING OR LANDSCAPING OR DRIVEWAY (AS DRIVEWAY (AS SHOWN ON PLAN) SHOWN ON PLAN) CL. " ' ACP - 1-1/2" A.T.B. - -1/2" COMPACTED NATIVE MATERIAL TYPICAL DRIVEWAY SECTION Nr T. S STREET LIGHTING TYPE AND LOCATION BY OTHERS TYPICAL ROADWAY SECTION WITH PARKING N.T.S * VARIES FROM 12' TO 14' BETWEEN STA 10+77.29 TO STA 11+41.41 TYPICAL ROADWAY SECTION WITH NO PARKING N.T.S NOTES: 1) FOR SIDEWALK, REFERENCE AUBURN STD. PLAN STSW-1 AND STSW-2. 2) FOR CONCRETE CURB do GUTTER, REFERENCE AUBURN STD. PLAN STCG-1, AND WSDOT/APWA STANDARD PLAN F-1. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS TITLE/POSITION: CONFIRMED BY CITY PROJECT REF: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMEN TS. Approved By. .rM-•-*-� -S Date Approved: S�oy EXPIRES: 11-07-00 0 0 i i 3 s z W Q� W QW �z ocr) U O � U F--I y 510 4.1 Of Z°N Q ioso ro Q) L C) 0 0 0 CV L(7 0 0 H C, n; _ Cn / Cn U) J d Y C- 3t / co L0 N / 0 Cn Q J ui J / h-i w X HEATHERWOOD AT LAKELAND SANITARY SEWER AND WATER - ROAD A A PORTION OF N.E. 1/4 OF SEC110N 6, TOWNSHIP 20 NORTH RANGE 5 EAST, W.M. CITY OF AUBURN, COUNTY, WA31-ANGTON SEE SI-IEFT 23 FOR CONTINUATION 582 580 578 576 574 572 SEE SHEEN` 231 OR COAMNUA710N a <c 0 ro PW STA = 10+47.50 0 PW ELEV = 575.90 i A.D. _ -6.30 i 04 � K = 11.90 75.00' VC n o c II J V) (n W Q tp � h �-- u') I ------- ca ....:..�, __....�w �_. 570 k SSMH11519-1140 Tlt _L_-_48" 560 _... TA RIM = 577. W O I.E. S 8" IN = 565,77 y� I.E. 8" IN w W5 r'' , vv I.E.E 8" OUT Mf;. - .3(0 e'- — LOW POINT ELEV = 570.05 LOW POINT STA = 11+51.11 PVI STA = 11+30 PVI ELEV = 569.05 A.D. = 11.30 K= 7.96 90.00' C fit, it w : + - ALL OVER EXISTNG S1� o, h �.. f 5 •`� (S — 55 S S4 •�li 6 I (E) 8" OUT = (EXIST)' S'SG . 3 m on = 11+ - 57q42-L,346 15 OUT" my.fm gle PROPOSED GRADE O _ T _ 1 1 Z. 42" MINIMUM 4 ; 12*� Pit ----------------- .'!.-__ STA 0+33 (6"0 PVC)) , IE 0 MAIN = 561. * ,_ RC)AL A C:ENTERL. NE PRC STA 10+00 to STA 11+98.64 'SrAI F• I" = 7(}' 14, lRl7 n� � Q3 + �x �- z z Q ( Y z ~ �(rn LAj C� rn M (0 u^-) w u Q 3 a Q Q W NOTE. TYPICAL LOCATION FOR HYDRANTS, BLOWOFFS, AND AIRIVACS SHALL BE 3 FT BEHIND CONCRETE CURB AND GUTTER WHERE PLANTER STRIP IS PROVIDED -AND 2 FT BEHIND WALK WHERE PLANTER STRIP IS NOT PROVIDED. i' = 5' VERT. �O N u� "R d C7 in LO � U-) LO LO 10+00 11+00 l.l 570 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch 20 ft. KEYMAP NAME �d4-,l DATE g' 2'0-'- NlaR T H'� WAM REMOVE EXISTING CAP OR PLUG AND CONNECT TO EXISTING STUB INSTALL TEMPORARY BACKFLOW PREVENTION 121 ASSEMBLY FOR TESTING PER CONNECTION DETAIL SHEET 28 1 - 12" GATE VALVE THRUST BLOCKING 1 - 12" 90' BEND (MJ) THRUST BLOCKING 1 - 12" TEE (FLxMJ) d 2 - 12" GATE VALVES (FLxMJ) THRUST BLOCKING 1 1 - 2" LANDSCAPE DEDUCT METER AND ® DDCV BACKFLOW PREVENTION ASSEMBLY ,-. _l1 _ EXPIWS, 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 ,4L "I 's MA s'/49/vo CITY EqGlXtER DATE RECORD DRAWING CERTIFICATION THESE DRAVANGS CONFORM TO THE CONTRACTOR'S S RECORDS BY: DATE. 8 Z rITI.E/PoSInom r s� 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: oa Q d o N � � V- � m m L Q 1050 02 D 1656