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HomeMy WebLinkAbout93D1295CITY CENTER MAIN ST. n S.R. 18 N ®® w vi H• 15TH S.W. a 17TH ST S.E. d 3 21 ST ST 3E In N H- 0 N D.i U to Y Li rn L- r In 29TH ST S.E. VICINITY MAP NO SCALE PROJECT INFORMATION AREA: 3.70 ACRES LYMAN'r S FARM 21 LOT SUBDIVISION PROJECT LEGAL DESC. N 198 FT OF S 924 FT AND S 51 FT OF N 396FT OF W 660 FT OF SW1 /4 OF SE1 /4 OF SEC 19, T21 N, R 5E, W.M. ADDRESS: 2200 BLOCK OF K STREET S.E. I NO (DATE I BY IAPPRI REVISIONS t 9/22/93 1 MA I REVISED PER CITY OF AUBURN COMMENTS > Myron Anderson c.; & Associates 1505 North West Gilman Bauievard Suite p5 Issaquah, Washington 98027 Telephone (206) — 643-5754 SHEET SCHEDULE SHEET NO. SHEET TITLE 1 TITLE SHEET 2 ROADWAY AND STORM PLAN AND PROFILE 3 SANITARY AND WATER PLAN AND PROFILE 4 DETAILS 5 GDES PLAN 6 ILLUMINATION, STRIPING AND SIGNING SHEET4 "aft A� — _ 27 PUCE S. LSHEET 2&3 29sn STRM S.1L KEY MAP SCALE 1 "= 1 00 �J`C�t/ of WAS OLA 2/93 � DeslcneD By DATE oy LIAR 2/93 DRAWN BY' DATE i20.40 w'� N4 1P1 FSS�ONAL ENO ��*,A TI MAA 2/93 I, CHECKED BYDATE E%PIR`S 10-2-94 RONALD ANDERSON EXECUTOR TEL 939 6837 418 "A" STREET NE AUBURN, WA 98002 LEGEND PROPOSED EXISTING N pQ WA1ER VALVE ♦- O, FIRE HYDRANT 0 WATER METER pl p7 GAS VALVE • O SANITARY MANHOLE © STORM MANHOLE ■ ❑ CATCH BASIN —< STORM DRAIN CULVERT • 0 SANITARY SEWER CLEAN OUT o MAIL BOX © POWER VAULT CD SHRUB �A SIGN CONIFER TREE 0 DECIDUOUS TREE YARD LIGHT o UTILITY POLE STREET LIGHT E - POLE ANCHOR ❑ TELEPHONE RISER 0 TELEPHONE VAULT ANGLE POINT o ® MONUMENT 8" SDR 35 SANITARY S SANITARY SEWER LINE S SANITARY SIDE SEWER STORM SEWER D STORM SEWER LINE 8" DI CL 52 WATER LINE _ W _ _ WATER LINE - - - —W— - - ---------W-------- WATER SERVICE - G GAS LINE -------- G-------- GAS SERVICE n n GUARD RAIL - —0-0-0- CHAIN LINK FENCE — ❑ o 1 I✓ � ca r •''a�tiJ1: " 't LYMAN'S FARM 21 LOT SUBDIVISION 2200 BLOCK "K" STREET SE SEC 19 T21N R5E, W.M. WIRE FENCE WOOD FENCE RETAINING WALL DITCH CREEK RIGHT OF WAY PROPERTY LINE EDGE OF PAVEMENT GRAVEL SHOULDER BUILDING CURB AND GUTTER SIDEWALK FACXT.`0010-93 THIS DESIGNATES THE FACILITY EXTENSION AGREEMENT OR BUILDING PERMIT NUMBER _ THESE PLANS ARE "APPROVED" FOR CONFORMANCE M THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS APPROVED BY: /.l3mis-Nd S �YD I DATE APPROVED: 9/i•j��I$ TITLE SHEET LYMANTIT.DWG SHT 1 OF 6 Q 10/0 9Sb T29S / OF 7 AIF / L IN'X+ STA3+ . / R37. G-112.79 - N G-1t285 / I I G-112.51 RDE SAC 4+00 I 5 R37.00 (FACE OF CURB) G-11265 N U.3ma- • GUTTER G-11279 LOT 5 -- - - - - � / MODIFIED TIP. 4 RE0'D. LOT 4 5' I 1 1.25' � a )G F WALKIi 25' FOGTITE METER BOX c= 01-D AND 3/4" METER TYP TYP WATER METER AND SIDESEWER LAYOUT SCALE: 1"=20' i - 5 ' 8' 17' 17' �•� 8' 5' 0.5' 0.5' y.11 5' PER T 3% 3% 1 4' PER FT 2" COMP7. DEPTH -,CEMENT IO 2" MIN COMPT. DEPTH CLASS B" ASPHALT SIDEWALK CRUSHED SUPFACING CONCRETE TOP COURSE 5/8" MINUS \6' PIT RUN GRAVEL TYPE "A" _ COMPACT NATIVE CURB AND SUITABLE MATERIAL (CLASS "A") GUTTER OR IMPORT PIT PUN TYPICAL STREET SECTION GRAVEL CLASS A NO SCALE S .i + c $ 116 N � E S Z N 1 22 108 104 I. NO }DA. TE BY_JAPPR REVISIONS �-1 44/2-8/93 OA I I GUTTER GRADES AND STORM DRAINAGE LAYOUT I 2 19/23/93 IMAA I I REVISED PER CITY OF AUURN'S COMMENTS WATER LINE 17 LE & J-BOX CURB INLET �13 o ° /' LOT 157wW GAS LOCATION TO BE Tq; 2+25 42R NED BY WNG- -- _ ;_ g o' F°°�+RIM 81 �JAIRE, P8%4LfMJ BOX 2-8" SPRUCE S 79 8"DIP I 110.64 T pal $6.67 - - - -o_I - - - �- �- - - - - - 23:49�R ^ -�-�' J . U) U) I rn " \ 1- 2" SCH 40 PVC CONDU 17 \ EXISTING / I w 14 LF 8" DI l /2 BT41G & 1-#8 A HOUSE I = } N 89'32'38"-W I - 'D J O 1% BAR -( ca gel213.00' I 3 0 2+00 "� \ \` / r I I Q I 3 e m FI r If G-tt251 1T K. 3 0 0 14 8" I R 35,��`� N O 1% T END AN ANGLE \ x 18 EASEMENT AVAILABLE I Imo' 3.1 OPE / FOR GAS, POWER, TEL I I 2 SIDEWALK .' ) $ CABLE I.DT 19 s-� '0+27 1 I - \ .0" CHERRY 8. FIR DRIVEWAY - - -16r ST +2500 - �� 9 / LOT 16 e' B C CURB AND DRIVEWAY OFF T: 18.5 L I 1 ,(TYPE- . _ - - - - - _ _ \/ 1-1 /2" SCH 40 PVC 6" FIR 8" SPRUCE TIER- - - - - 23RD P ACE S.E. TYPE 11 CB #2 /2- AWG & 1-#8 A R3B.00 (FACE OF CURB) STA: 2+12 / BARE (TYPICAL) - S 0+05 OFFSET: 25 L 8" n I I I e I \" 10' EASEMENT AVAILABLE I --� z d FOR GAS, POWER, TEL I _ _ - _ �'. _ $ CABLE i' - i R= s2.00' o O I I i 113- - - T = 77. �A,,,, \ " 5PRU E " E� I I w 10 8' L- 128`4G' W 1 O' -- 7" FIR I I I 1 F / LOT 1 \ LOT 17 20' PINE E-4 LOT 2 1 10" CEDAR IN J I AT CONN OF W I I 3 wI LOT 3 1 I ? F z6' 1 NEW CONDUIT TO EXIST CONDUIT W w I Pc .o. EXIST. 1 1/2 PVC CONDUIT TO � SEE SHEET 4 1 to" ucE CURB INLETI yr we�� TYe FOR DETAIL STA: 0+00 REMAIN o il1 I I al m IU I / OFFSET: 16.5 R 1,�1 (c v srAt:�.•:ec) OF DRAINAGE BASIN 1 :: RIM 112.71 10" CEDAR S4. I I F= IF I I 1 h 8" DIP IE 110.71 v 1= / O 8.41%22 LF B E 110.4SDR 5 C EL 112.75 ELOCATE EXISTING LOT 18 wl W I I p�9 \ LUMINAIR POLE & J-BOX 5' SPRUCE PLAN REMOVE PLUG TYPE II CB�I1W/ �` �N \ TO\STA: 6" SPRU 23RD ST EET S.E. & CONNECT TO EXIST SOLID LI STA: 8" SDR 35 STORM OFFSET: 31. L IE 1 DRAINAGE PIPE f1ir3' EXIST. MAILBOXES TO REMAIN ADD 18 BOXES FOR 23RD ST SE� AND 23RD PL SE / STA: 0+23.09 / OFFSET: 33.87 L SAWCUT AND REMOVE EXISTING / ,o CURB, GUTTER AND SIDEWALK a AND BEGIN NEW CONSTRUCTION// �,ti r, t S PROFILE SCALES: HORZ. 1" = 20' VERT. 1" = 2' , 4+00 3+00 >> Myron Anderson (- & Associates 1505 North West Gilman Boulevard Suite N5 Issaquah, Washington 98027 Telephone (206) 392-4941 z 2+00 OLA 2/93 DESIGNED BY DATE LMR 2/93 DRAWN BY DATE MAA 2/93 CHECKED BY DATE 0 La!_1 OFFSET _ _ SAWC.Lj_AN� OVA EXISTING - - J / 7I 2T00 3 I 1+ O p' NG 112.97 -R3&W _ CURB, GUTTER ND SIDEWALK ` AND-BEGIN_NEW _CONSTRUCTION ,i 8" PLE1 �•� w G113.24 ---------------- I I r l R1aoD• m -�i13. _ 3 I W � I G EL 113.05 STA., G+09.15 EXISTING 8" WATER D D EXISTING 8" STORM gr 31.57' o G EL 113.78 _195.43'D-0----D1-- C$� o A: 0+17.26 S 89'32'38" E 207.00' 20.00' I REMOVE EXIST C, G $ SW EL 113.36 S S EXISTING 8' SANITARYMATCH S I HOT ASPHAL SEAL W/ 13 3 � I n 0 In a 3 In y in4{ ,"',' c BENCHMARK B.M.2-F RAILROAD SPIKE INin - m o + n a o no POWER POLE SOUTH SIDE Of 6 o > M �+ M n ^ 21ST ST SE 100 FEET EAST - .++ a Nn pp 1�1 Uw H� ��N� OF STSEEL- 114.10 F a N 1 W n IN II n II CITY OF AUBURN DATUM. to F- F 1 n _ Z W + j > N > N GROUNEXISTIND-- JTC; Zjj>o FW rw�O pIwM1 �t,,,,u.�' i u CENTERLINE -� z i .y.m v1y,,c f 1 W" wr wwzz d 1 Vc o'F N --*T---C---r- FINISHED GRADE $ C NEW AC WATER 110.4 OM POND 109.8 - LINE SEE SHEET SANITARY SEWER ISEE SHEET 3 RONALD ANDERSON EXECUTOR TEL 939 6837 418 "A" STREET N.E. AUBURN, WA 98002 1+00 9 LF 0 0.5X m O N � � n ww 104 0+00 LYMAN'S FARM 21 LOT SUBDIVISION 2200 BLOCK "K" STREET SEC 19 T21 N R5E, W.M. -- wteII rs ��d P o �C�.. •:: aiq jti:,at °JI 10932 O. �v Of..M415Tf.�' Vim! ' I Fssioliili. E�� EXIST 18' B" SDR 35 STORM;rc5 )pl O 0.5% TM DESWNATES TINE FACILITY E1t1ENSION AGREEMENT OR BUILDING PERMIT NUMBER THESE PLANS ARE 'APPROVED" FOR CONFORIIANOE THE CITY OF AUBURN ENCINEEMNG DM90N'S REOUKEMENTS , IAPPROVED BY: A)z' r,t/ t . S.fl Xs DATE APPROVED: "0-03 ROADWAY AND STORM DRAINAGE PLAN AND PROFILE LYMAN.DWG SHT 2 OF 6 9 3 D 17-4 5 Z. OF -I NO 1 2 TA 4+44 - RE ASSEMBRE HYDF LY 1-8X6 MJXFL TEE/ II to rn 1-6" FL GATE VALVE K / 2-THRUST BLOC $ LOT 15 I I I 90 G x-oo I I 1�+7a I I 8-8" PLUM 2-8' SPRUCE W ITARY MH 2 -- - _ —��� ��I w I A: 1+80.58 / oast WATER SERVICE Iw :N FSET: 2' L 1DREMAN I I mwI I RIM 112. i- w /col " RI 101 I n I w N 3. 1-MJ CAP I +16.5a I 266 LF - 8" DI CL 5 WA R LINE i r \� a a' CFDAR HXOUSEG I J�/ 4ol: 89'32'38"� �l' ;21 LF 6 DIP,d21300, t 3 oa alm 2+00 xh 5 7• 258 LF - 8� SD SA ^45' BENDZ_ -I Ge. 'W/TFIRUST BLOCK5 dO1+ S+ ' a + TTAA SANITARY MH 4 I C� OFf 2' R STA: 0+00 rN I a: O �LOT 19 RIM (EXIST GR E)ANIT4+ .5 \ " --- ---------AS,\•/o"LOTR168"FIR . IE110.52 STA: 4+38.58 iti OFFSET: 5.00 L /� '.RIM 113.35_- ------ ----- ---% \G6" FIR 8" SPRUCE ! �\ �� ` �� / Tw 23RD PACE S.E. ------ \\��, \ �\ �&(K s o+osl LOT 5 I I 8" 45' BEND W/THRUST BLOCK -- - ---- -- -- - - -- �— STA T+BT— -- ��_ ------ OFFSET: 13' R — — - - - — - - SANITARY MH 1 'N VD-DO'OD\ S j tI6 A STA::-1+-33 R - s .Oo' : o ,�1 � OFFSET: 12' L s' L = 12e.4y 2 14r \ d DRAINA E BASINAl I � D 1 r II I m 5 34 L - EXISTING 8" SANITARY SEWER STUB / �Y1 m i I p�Z + Yg < 8-o a N Q ii 116 y �' C S lTi t y u u N 1.22 1.00 ■ W 0.30 7i - I 420 LF - 8" I CL 52 WATER LINE STORM 290 LF- 8" SDR35 SANITARY S WER O 0.5X 108 In N PROFILE - -SCALES: HORZ. 1""= 20'-- a VERT. 1" = 2' 1, s � � W 01.1 BY IAPPRI REVISIONS 1 SAN SEWER MH #2 RIM GRADE AAA REVISED PER CITY OF AUBURN'S COMMENTS 4T00 3+00 ma Myron Anderson E,\:a & Associates 1505 North West Gilman Boulevaro Suite #5 Issaquah, Washington 98027 Telephone (206) 392-4941 2+00 OLA 2/93 DESIGNED BY DATE i� LMR 2/93 DRAW BY DATE f-�I{ MAA 2/93 I CHECKED BY DAIS S I D+41 �3 i 31.57' C -S G r N ♦ ,Jj EXISTING E GROUNIT • O C=NTERL E Z � 6 N Z _ •f+ 8" FI I I I u I i t0SPOW Sal S 5 --- w m 7" FIR LOT 17 O 20" PINE E-1 10' CEDAR W I I I I I I 3 w I zS' II _ -w I _ 1. ;! i< 10" GE E-' I 1 STA 0+28 17'LT i c Ivi �I j la REMOVE PLUG AND CONNE I I TO EXISTING 8"STUB o" CEDAR Hi I FI 1 \ �52 5" SPRUCE LOT 16 6" SPRUCE 23RD ST EET S. E. —_ — _ \ Lf J I I I 3 W ya I EXISTING 8" WATER IN INI EXISTING 8" STORM — - — _.— 195.43'_ — _ S 89.32'38" E 207.00' 20.0 S S EXISTING 8" SANITARY S I I I 3 3 — — — — — — — — — — — — — — — — — — OD N ! 0 + N O bN� 1 cLNr o.n$ In 0 N IA w I N O �I- ti e F s O, = N II II 11'1C f W } f w II J a- o F F, W Z Q '1 "�,Y 6 J 10 liol FINISHED GRADE8,rc -~ W W rFS O� /aQ�Ntl1p,1,A►� zz NEW AC L) -� _2.14 iz� 1 -SWAIEI - _ _L - - B TTOM POND10.09.8 120 LF 8" SD� 35 SANITARY SEWER O RONALD ANDERSON EXECUTOR TEL 939 6837 418 "A" STREET NE AUBURN, WA 98002 '+00 m U m � r � 3 .n y N N ♦ y"j K fl w of oI ut < - ur LYMAN'S FARM 21 LOT SUBDIVISION 2200 BLOCK "K" STREET SE SEC 19 T21 N R5E, W.M. —EXIST 10'-8" CL 50 DI WATER LINE EXIST 29'-8" SDR35 SANITARY SEWER O 0.5% j AC. t XT, # 0010-93 THIS DESIGNATES THE FACILITY IX1FN90N AGREfl1ENT OR SURDING PERMIT NUMBER ,( THESE PLANS ARE 'APPROVED' FOR CONFORMANCE 1*1ElJ THE CITY OF AUBURN ENGINEERING DIVISION'S REOUItEMEN TS APPROVED BY. IJ.o"� DATE APPROIM: SANITARY AND WATER PLAN AND PROFILE _yMAN.DWG SHT 3 OF 6 93D 12•g5 3 of -7 GENERAL PLAN NOTES 10" C DAR PINE I� I I� al In a [7' In, F 3 I "IIFI in Ii IIn� IW 3 EXIST SANITARY MH WI S 7 OFFSET. 4' L + 4 !Do RIM 115.45 I IE 109.65 I I I 3-12' CEDAR WI I I I I I I I I • 22" PINE wl I I I LOT 21 Cf) I I ;e g----W--r- 5 I I 90 I I _J�+�79-J. W I —W ° I—�I I SIERV CE I II I WTO IREMAIN I I w ONI }I I 3 I l l ck:a6I LI 3 I n f I Qal y 13 SANITARY MH 4 I o h STA: 0+00 I .a I LOT 19 RIM (EXIST GRAgE� S y G+27 1 IE 110.52 II fr 3. Ho I I l 6" FIR Q �8" SPRUCE I I a I 6` FI I I S 0+051 O, 0a 3-9" CEDAR EXISTING HOUSE PLAN CS 3 MOVABLE END CAP 90' TEE TJRN DOWN TO PREVENT EXCESSIVE DISCHARGE OF OIL 8" D.I.P TOP OF RIM 112.66 112.48 BACK OF WALK 17 STANDARD 48" CB -II /—WITH SOLID LID 8" DIP OR SDR 35 PROFILE CB —II CONTROL STRUCTURE CB #2 " LOTS < 19, 20 & 21 w �m UTILITY PLAN +i = SCALE 1' = 20' >-8 Sn 1- ------------- f/1 IA Z W 0+00 1 I� 2 EXIST SHpJ_ 4" COMPACT TOP 1' TO 95i AC PATCH DETAIL _ NOT TO SCALE V, O' fA� HW — — — — — — — — — — — — — — — — — — LEXIST AC ROAD I I I I I I II II I I I I 174 LF 8" SDR 35 S ITARY SEWER O 0.5X I I PROFILE SCALE HORZ 1"=20' VERT 1"=2' SAW CUT 1+00 - 3' SEAL W/ HOT ASPHALT 27 SLOPE EXIST. AC - 2" CLASS B AC 2" CRUSHED TOP COURSE SANITARY SEWER NO JDATE BY APPIR REVISIONS 1 4/2B/93 OA RELOCATED CONTROL STRUCTURE 2 9/23/93 MAA REVISED PER CITY OF AUBURN'S COMMENTS ON= n O N F7 EL 113_ N j OBSERVATION — SOIL LOG: 0-4" _HOLE TOPSOIL _ 4"-18"SANDY LOAM 18"-60" FINE SAND PERCOLATION: AT 48" FULLY SATURATED:RATE -1.5 MIN/INCH 11� 6' � rn. 6:1 O \ SLOPE TYP. T z m o i PC U O � `} o O 1 �� :a Y OO 00 Q O 6: 1 I= In m o 3• Cp I I C13' ;E 110.40 IwTRACT A" cb CL - � / J 25__� VV O 6 �J \° , 2+00INFILTRATION BASIN DETAIL ��� _ DAND L � � NEWW CHANNEL i�� TO _ SCALE: 1"= 10' wk s- 1 EXiS71NG GROUND 25' k J cL EXIST �.•St ?,\r �+(� r� o TOP SOIL /( HANNEL VrL PROVIDE 4" MIN TOPSOIL BERM ,/� 3 ,p� 1 w & SEED OR SOD AN ~ 7/ /7/ r—/•_/ fL 'o10.60 L OHW.25 YR N FOODL E i 110.4 _ _ _ �110.4 r % SECTION A —A .p BOTTOM 'i' �110.15 ,�+ NOT TO SCALE 109.8 ELEV CHANNEL DE IL o9.eo l NOT To SCALE (T r\RT 10 I O �11 3' A yN 6' rn,i Myron Anderson ;� 4""� OLA 2/93 RONALD ANDERSON N a & Associates � r; � DESIGNED BY DATE EXECUTOR TEL 939 6837 • LMR 2/93 1505 North West Gilman Boulevard Suite #5 +ro,S= DRAWN BY DATE 418 "A" STREET N.E. Issaquah, Washington 98027 E, /ONtL Ext gIL�, MAA 2/93 AUBURN, WA 98002 Telephone (206) 392-4941 �`� to- / CHECKED BY DATE 6: 1 9 The following applicable general notes shall be complied with: a. All workmanship and materials shall conform to the city of Auburn's requirements and specification. b. Standard specifications shall be 1981 APWA as modified by the City of Auburn, including Auburn's standard details, specifications, and requirements. c. A. copy of these approved plans and applicable city developer specifications and details shall be on site during construction. d. A pre -construction meeting shall be required prior to any on -site work for all public Fecility Extension projects. e. Prior to starting construction, the Contractor shall call ONE -CALL. (1-800-424 -5555) for utility locetions (water, sanitary sewer, storm sewer, gas, power, telephone and television). f. During construction, the Contractor shall be required to control on -site storm water runoff by using temporary or permanent drainage erosion./siltation control procedures. g. Locations of existing utilities are approximate. It shall be the Contractor's responsibi;ity to determine the true elevations and locations of hidden utilities. All visible items shall be the Engireer's responsibility. h. Existing pavement surfaces shall be sew 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) I. The contractor shall install, replace, or relocate all sign, as shown on the plans or as affected by construction, per the citVs standard detail (No.TRSP-1). j. Power, cable and telephone lines shall be in a trench with a minimum horizontal separation from other utilities (sewer, water, storm) of five feet (5'). k. All construction surveying for extensions of public facilities shall be _ done under the direction of a Washington licensed land surveyor or a Washington licensed land surveyor or a Washington licensed professional Civil Engineer. I. During construction, all public streets adjacent to his project shall be kept clean of all material deposits resulting from on -site construction, as directed by the city. m. Certified As -built drawings are required prior to project acceptance. Refer to the City's "Certified As -built requirements" in Appendix developer design n. All required landscaping shall conform with city of Auburn Zoning Ordinance, Section No. 18.50. a. For MH & CB rim adjustment, maximum adjustment with brick of rims and castings shall be 14 Inches (14") without adding new sections. p. All manholes and catch basins in public right-of-way or easements shall be adjusted after asphalt peving, and conform to the City s Standard Adjustment Detail (No. STFG-1) q. All connections of SDR 35 PVC pipe to manholes shall be made by using A.C. or GPK manhole adapters, or approved equal. r. The maximum laying lengths shall not exceed 12'6" for SDR 35 pipe. s. Bedding for PVC pipe shall be 5/8 Inch Minus crushed Rock four inches (4") minimum under to six inches (6") minimum over pipe, as per the City of Auburn Standard Detail No. GEPT-3. t. Bedding for 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 City of Auburn Standard Detail No. GEPT-2. u. All imported pipe trench backfill material shall be Class "A" Bank Run Gravel, modified by the City of Auburn. v. Pipe trench backfill material within the improved right-of-way shall be 5/8 Inch Minus crushed Rock when connection is perpendicular to the city street. w. Hydroseed per City of Auburn's standards or per City Engineer's request x. All water service shall be constructed as per City of Auburn Standards. y. Meters to be installed by the City of Auburn and hydrant installation shall be constructed as per City of Auburn Standards. STORM DRAINAGE NOTES a. Storm lines shall be laid to the grades and elevations shown on the drawings and shall not be changed without City approval. b. Contractors shall obtain any necessary storm line connection permits from the cit of Auburn rior to construction Y P 25.00' c. All manholes and catch basins in public right of way or — 17.00'easements shall be adjusted to final grade after paving is complete in accordance with the Ci�y of Auburn's Standard Detail No. STFG-1. THIS DESIGNATES THE FACILITY EXTENSION AGREEMENT BIOFILTRATION SEED MIX OR BUILDING PERMIT NUMBER 20% PERENNIAL RYEGRASS 25% RED FESUE THESE PLANS ARE 'APPROVED" FOR CONFORMANCE 1111314 35% REDTOP THE CITY OF AUBURN ENGINEERING DIVISION'S 20% TALL FESUE REQUIREMENTS METHOD MIX/1,000 FT .. HYDROSEEDING 5LB SEED MIX 7LB 10-20-20 (N-P-K)_FERTILIZER' 50LB WOOD CELLULOSE FIBER MULCH n�� rf, BROADCASR SEEDING 5LB SEED MIX APPROVED BY: A 7LB 10-20-20 (N-P-K) FERTILIZER 7 9i29%53 70LB WOOD CELLULOSE FIBER MULCH DATE APPRo•tn >- LYMAN'S FARM INFILTRATION BASIN PLAN 21 LOT SUBDIVISION AND DETAILS 2200 BLOCK 'Y' STREET SE SEC 19 T21 N R5E, W.M. I.YMAN.DWG SHT OF 6 93D /295 -1- of 7 TOE OF r 1 I I I I 1 I FEW AT OF; FIUL � rt I 1 1� -A 1? y \\ \\::: �� — �— -- -- 6 CIA ----na----, ♦ L 1 wre UT a pa / 1 ------------- — �/�• DErENTION BASIN TOP BE USED AS TEMPORIII 8 Slyit BASIN _ Imo'' / SCALE 1"=40' SILT FENCE ATE NOTE TOE OF FILL / 1. USE NATIVE MATERIAL (EXCEPT SOD AND DEILETERIOUS MTL FOR FILL 2- DEPOSIT SOD FROM ROAD EXCAVATION ALONG THE REAR YARD OF LOTS 4 THRU 10 APPROX. 1' DEEP. 3. PLACE ON EXIST SOD, NO STRIPPING REQ'D. NOTE: 1. STRIP TO 1' BELOW EXIS I I SURFACE I 1■ I 2. REMOVE UNSUITABLE j sti �s 3. USE UNSUITABLE PIT RUN TO REPLACE I U t I I I 1 WT m ,r mT n I i 1 1 1 I CI I _f I (`1\r I I ' I I I I I I I 1T Yl,las M I 1R � Y I ,MIT QUT I rn LOT I, I T9� I _. I I'To I N I ILOT V 1P YSN I I I I i I I I I I'r ROCKEDI I 1 1 TERANCE R�,r®,,, I iiI I I FOR CONSTR ILel 1� I SEE DETAIL r -"' L0T �• ) 711 I 0 LLJ Q Z O J IY LJ 112.45 — Z 111.94 111.94 _ --- d — — 1 .LLI CUT 3:7 CUT 3: ; d NO JDATE I BY JAPPI REVISIONS 1 4/28/93 CA I I RELOCATED SILT FENCE AND ADDED FILL 2 9/23/93 IMAA I I REVISED PER CITY OF AUBURN'S COMMENTS WK11111J 113.53 Myron Anderson & Associates 1505 North West Gilman Boulevard Suite #5 Issaquah, Washington 98027 Telephone (206) 392-4941 a�A' cpA4s D 2/93 DESIGNED IGNED B'Y DATE I i LMR 2/93 HIM h- A a, ' DRAWN BY DAIS ARIA` ;W1L`�� MAA 2/93 CHECKED BY DATE ono to-2-s4 0 I I I IA . 11 I I I I I I I I �I II I I I I , I GDESC PLAN NOTES a. Within the City of Auburn, all required retention/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 run—off does not impact the adjacent properties or to the natural drainage ways. b. The retention/detention, sedimentation and erosion control fac:ilties depicted on these drawings are intended to be minimum requirements needed to meet anticipcted site conditions. addit'onal 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 responsioility of the permitee. c. For grading and filling projects associated with a building permit, the temporary drainage control measures shall remain in place until the permanent storm system is in place and operational and a conversion from the temporary to permanent system can be made. d. All temporary erosion control facilities, including the perimeter controls, shall remain in place until final site construction is completed and approval has been received from the City. e. On projects with Fill and Grading Permits only, and for which no subsequent Building Permit has been issued, an as — built of the GDESC plan will be required upon completion of grading activities. RLTER FABRIC MATERIAL MIRAFI 100X OR EQUAL USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2'. 2'N 14GA WELDED PARE FABRIC DR EQUAL 48- O.C. (TYP) u u EVIL FENCE POSTS BURY FILTER FABRIC IN GRAVEL —FILLED TRENCH ELEVATION SILT FENCE DETAIL 1" = 2' CONSTRUCTION SEQUENCE A. ESTABLISH CLEARING AND GRUBBING LIMITS B. REMOVE EXISTING CURB GUTTER AND SIDEWALK. C. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE I 24 TOP GRAM FOI7AN MOE a u 1 , I V FI933POAM E 31111M 47001■O PROPOSED TYP. waFAa ENTRANCE CROSS SECTION ROCK CONSTRUCTION ENTRANCE Aoxoo RAL Wom J X.TS 6 WGGS/Ftl1F85 MFA MIN. YRV YIVL i/M — lA ' WASHED GRAVEL BOTH IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON r THE SURFACE D. CONSTRUCT FILTER FABRIC FENCE AND OTHER EROSION CONTROL DEVICES AS SHOWN. E. CONSTRUCT STORM DRAINAGE RETENTION/DETENTION (CONTROL AND STORAGE) FACILITIES. PROVIDE EMERGENCY OVERFLOW AS APPLICABLE. F. ALL DITCHES AND SWALES AS SHOWN, SHALL BE PROVIDED TO DIRECT ALL SURFACE WATER TO THE RETENTION/DETENTION ADN SEDIMENTATION POND AS CLEARING AND GRADING PROGRESSES. NO UNCONTROLLED SURFACE WATER WILL BE ALLOWED TO LEAVE THE SITE AT ANY TIME DURING THE GRADING OPERATIONS. G. GRADING ACTIVITIES CAN BEGIN ONLY AFTER ALL DRAINAGE AND EROSION MEASURERS ARE IN PLKACE. H. COMPLY WITH THE GDESC PLAN NOTES SECTION 4.00 (C) IN THE CONTINUOUS OPERATION AND MAINTENANCE OF THESE FACILITIES. RONALD ANDERSON EXECUTOR TEL 939-6837 418 "A" STREET NE AUBURN, WA I' UNDISTURBED GROUND ANCHM PM V' IN MINING SECTION LYMAN'S FARM 21 LOT SUBDIVISION 2200 BLOCK "K" STREET SE SEC 19 T21 N R5E, W.M. EARTHWORK QUANTITIES CUT: 1880 C.Y. FILL: 1880 C.Y. SUBGRADE: 340 C.Y. PIT RUN WA e 5 a � c o. S a FAG, E X'f.' 0010-9_3 14S DESIGNATES THE FACILITY EXTEIII" AUtM#ENT OR BUILDING PERMIT NUMBER THESE PLANS ARE 'APPROVED' FOR CONFORMANCE MATH THE CITY OF AUBURN ENGINEERING DIVISION'S REGUIREMENTS / y�1IV e S APPROVED BY. ) J.pirwF-o _ 4Y� DATE APPROVED:22r7I4? GDESC PLAN, SECTIONS AND DETAILS LYMAN.DWG SHT 5 OF 6 9Sb I29S 5 aG -1 LOT 4 24" T 10, 18' FACE OF CURB EXTTENDED I , LOT 15 LI rMINAIRE, POLE & J BOX ;TA: -t+8_6.67 >FFSET: 23:49-.R _ _ —�\ \ 1-1/2" SCH — 7, 40 PVC CONDU \ /2-#8 AWG & 1-#8 A == I _ N 89.32'38" w BARE (TYP.) / 213.00' --_— 3+00 _— H m 2+00� N \ + SCALE 1"=20' a LOT 19 DODO\.:': LOT 2 LOT 1 r = 12B.4r�\ \ LDT 17 W LOT 3 I INSTALL J BO AT CONN OF W c s1z I I NEW CONDUIT TO EXIST CONDUIT Pa EXIST. 1 1/2 PVC CONDUIT TO I 1 1 REMAIN I i I I 1 RELOCATE EXISTING LOT 16 I STOP SICN� LUMINAIR POLE & J-BOX & STREET $IGN:::'. w:.. TO,\STA: 0+28 23RD STIZEET S.E. /I SEE DETAIL' OFFSET: 28' R / 10' \-- — — — — — — — �\ / / 25 - --� I j2" GALL coNDv IT STOP OAR / SEE DETAIL / 37.57' o 195.43' - PC o S 89'32'38" E 207.00' Q / /------------- SIGN BLANK DETAIL 20.00' i I I I I I I I I I I I I I I I I I I I I I 6' min, Non -rusting 1 metal sign � rt cp �1 z.s' J I A,If signs per MUTCD standards 23RD PL SE r 23RD STREET SE aQ 'J�^Sii1 so�1 Ill EM f 7<(' NOTES 1. Stop bar shall be ��C.. ex.r.*� 0010-93 thermo-plastic with glass bead surface. Allen Set Paint will be allowed only with approval Screw AlU^1inUf`'I rade THIS DESIGNATES THE FACIUTY EXTENSION AGREEMENT by the City Engineer and shall be a Bracket �g OR BUILDING PERMIT NUMBER no heat, instant dry pavement 2. Pavement shall be sweeped marking. before I THESE PLANS ARE 'APPROVED' FOR CONFORMANCE VA application. 4"x4" Treated �— --�-�—� _� am��� BURN ENGINEERING gNSId+'S J; 3. Locations shall be approved by the a A 1/4 xl-1/2 „THE Sun Wood' or 2' min. /,EI'A- City Engineer. `/ Lag Screw equal + NO DATE I BY JAPPR REVISIONS ` Myron Anderson 1 9/23/93 MAA REVISED PER CITY OF AUBURN'S COMMENTS & Associates 1505 North West Gilman Boulevard Suite #5 Issaquah, Washington 98027 Telephone (206) 392-4941 OLA 2/93 DESIGNED BY DATE LIAR 2/93 DRAWN BY DATE - MAA 2/93 CHECKED BY DATE RONALD ANDERSON EXECUTOR TEL 939-6837 418 "A" STREET N.E. AUBURN, WA LYMAN'S FARM 21 LOT SUBDIVISION 2200 BLOCK "K" STREET SE SEC 19 T21N R5E, W.M. APPROVED BY: I.1-t," saY� DATE APPROVED: -)4z 13 ILLUMInA- TION, 'STRIPING AND SIGNING, LYMAN.DWG SHT 6 C' 6 93 D /295 ra of '7 �_ J + + F"I /---80GIE OI'^ /�11aW i�R1fiNISNT Z SST. 5.E. I 1 ! 'TI- ! 9AW CuT I,jJ OLo U/, — ExIST, EY.IS Y. GWRry� �T1$Y' ST � S'CaNG• WA�.K BAnly 2•y 1`1Mt: GIRADIE Trtl! 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