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HomeMy WebLinkAbout00D1595"oTE: 1t15TAu G0, 5Tq_UCT,Ot,I F_"T9_o6wcE MAT LST EAG%_I 4,CL'E5j / POIQT TO •SITE USCD F02 511E COW_TQt1CT101.1 E=Qt11PMEt�T. 4"-a'G�UA22l/ ---ma-IGTc> ., •.' fii.>N_ ,ems-r� 44.671 (s) 46. 45 C E• j 4b•b-7 �W I Lvt,.INE[•T TrD ..' Er�Cfi 5T. 5T U d : ` ., 5U•7 lFND. PK GpNSTG L]GT I - - .0 - u • •� 36.00' C. B. TYPE C•1T'Y OF RIM = 49.99 A: 3�L.H STIOS S/• 04 I.E. (W)=44.74 I.E. (E)=44.74 ST. M.H., TYPE II • .-(/� " RIM=51.23 B.S.MH �� Q W 1. RIM = 50.83 5EWF_Q oEDucT I.E. (S) =41.04 METE2 F;=a I.E. (N)--41.11 LC7NNEGT Tc> IaouC AT1014 - i3Y C01JT¢4GTol2 © to 40 as -tom w/Bux EXIST• STUB Q O 8 - TfPE _� Tr-ttldtic-_� GUTTER S <.Q►3C.. IZEMovE l�f . td-P' 3 E cot jK3EL.T Tlc - EX. Q 8" t�:?L . blru*p CITY Tb It.15TG.L t_ 1"TYPE W_ WgTET2 '�EI�2VICE Q �,_.': 1• qWD 1••lEht I " I••1E7�,(Z F'EQ GtTC OP AuBuQW - , • r STGJ.IOAQD`� FND. BRASS CAP t I•. I 1 O 3 S1.2>5 O ~ U) as t .n Q 3� Z Q �b "*Ir FIL.Tea FA522ic b/4' mtt.l, otA, WAS4IED\ G1tA.lEL.. \ � I IF e e SIN ti S' tl ?%4" DouC.uo.S FtQ / ALT. t1"EEL FEWCE VbSCS 0 51LT FeQC-F, DETAIL I 4• • o •$ C�-` owe � V ���S�o+.?°o o$�''op • o` ••!,J sopoyyodrf'" I2pUL CO W _I5T1zUC-T 10►J ENTQJ-\W CE 4 %P?A' -4 '1YPE I c• GC.tI!+14 5U. 93 B L [SG - 47. S_5VV 47.08 (E) 4 7.84 (5) to - _ -- `45-t3--D 1ST. INV • 4-S.477 2S `t'i2. St. o (vE.�tP r) (5... SUR <=pG E ST Oe AGE 01. tS_ s -12 p G.F. �c7TH �O Ire •• e3S� ®B EqS C� �GdU>3L-C DE'1Tc(-Tb¢- GHEGK �� VALVE BY GST)r.IFUZ`� -1_pCATG.O V N.1 Sut1-D►A14 Ltd rA lwv =40.1�Z 47._3__ol(lV), 47.97 (5) 00�1EaT1C 1-f�SEF. b��.2lICE� \ � CABLE t.V. BLDG. ,,AUBURN F.F. =S�L.1S 1 I 1 sTa¢rbc�E / IEOLP G.F. EXIST. BLDG. two 51.= • 1.I 5l. 7 4 /0 25 Y2 W.s=S►.� = 4So 8 A -�- .• 3 lfu.- 4779 CS) 47.88 (W) 52.07 138 1 I � I I �I � •y3 I � / TYPE _I: _c- r teat..^ 4-7. Oa 0 C e, L•OC•&T1ovi TAEL_E G�� Ot�TA.t-1GE FQ,pF1 P•C.' A' too.5` E. 3 Zn8.5'►.►. � IleS' 1�1. 4 2,08.S` / 1. - 5. 5' W. � ►21.5' u. ; 11.5' w. 9 S-T.S't 1. 13,51 W. SCALE.I11=301 - WATER VALVE -- °- FIRE HYDRANT ®�O SANITARY SEWER CLEAN -OUT IN METER BOX EP TELEPHONE RISER STREET LIGHT WITH 'J' BOX ur STREET SIGN O POWER TRANSFORMER PV POWER VAULT POWER POLE WITH GUY WIRE ASPHALT AREA CONCRETE AREA i 6Ul Z'FdC-E STC3 . !o'P-ICL'>0Q55e 2 '/o MIQ. ' - - - -SI %7Co G.F_ -. FO(2 DOWW'JiMOUT ` G B . =1 a T`f 1✓E 1- C- / TICA"r L_I"E TD t 1 \ IM • �O.SO - s(ixtN-T(P 4 1 ' s - _ iRNV. - 4ce• Srj ¢g P(o ( ) PQc7P 6-d5 r PLACE7 I \1 i 48.24([Y1 \lnt=�E n L.oc.�T taNS pphilJ`,yPC�uT- � _. Ib►.00 1 , �o Q 51.db LDa i SCAS.TD TV1�E Tt+ Z. ' 'SL�C7 51.5 � eslso _ s?L31�'D '. Si; 0 . zid wow" - N..lSTAtl SIy.T FEUCI WG ALA1.K.. © < < FJ.�ST Ft_ W,I_IE2.E 5"ov-ju_ (o`PVG-5DQ 3� Tt7 �E PO11JT A MAL- - 2v=� YQ So 0 #to to =,P $O c- Ilb,- 1 cl 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURNS REQUIREMENTS AND SPECIFICATIONS. 2. STANDARD SPECIFICATIONS SHALL BE 1981 APWA AS MODIFIED BY THE CITY OF AUBURN. 3. A COPY OF THESE APPROVED PLANS SHALL BE ON -SITE DURING CONSTRUCTION. 4. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL 'ONE -CALL' (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION. S. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON - SITE STORM WATER RUNOFF BY USING TEMPORARY EROSION/SILTATION CONTROL PROCEDURES. NO SEDIMENT LADEN STORM WATER SHALL BE ALLOWED TO DIS- CHARGE INTO THE CITY OF AUBURN'S STORM DRAINAGE SYSTEM. 6 LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE $ • CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND HORIZONTAL LOCATIONS, SO AS TO AVOID DAMAGE OR DISTURBANCE DURING CONSTRUCTION. 7. SIX-INCH EXTRUDED CURB OR PARKING BUMPERS SHALL BE REQUIRED AROUND ALL ON -SITE PAVING AREAS, WHERE PARKING WILL BE ADJACENT TO A STREET. A jT/>KE-a PER ao�t� SIX-INCH EXTRUDED CURB IS REQUIRED BETWEEN ALL ABUTTING PAVEMENT AND s LANDSCAPED AREAS. / -"- -- 8. ALL DOWNSPOUTS SHALL BE DIRECTED INTO THE STORM DRAINAGE SYSTEM. F1L.T�t2 FABG2lC � 9. ALL CONNECTIONS OF SDR 35 PVC PIPE TO MANHOLES SHALL BE MADE USING A.C. 2.lt.IOFF W1�TEQ / W SEOIt tEUT 1=ltstQao wAse=2 MANHOLE ADAPTORS, OR APPROVED EQUAL. f 10. ALL CONNECTIONS OF SDR 21 PVC PIPE TO MANHOLES AND CATCH BASINS SHALL BE MADE BY USING CL 150 A.C. COUPLING WITH RING-TITE X IPS TRANSITION GASKETS, .•• OR APPROVED EQUAL. 111 1°SU[2.1E0 FtLTEQ � °.'•.,', CRATE F°sct'c 11. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 20 FEET FOR SDR 21 PIPE AND 12 er�t„ FEET 6 INCHES FOR SDR 35 PIPE. F IL-TECL F:iM>Q_1c_ F F_"c'E 12. BEDDING FOR PVC PIPE SHALL BE 5/8 INCH MINUS CRUSHED ROCK, 4 INCHES UNDER FOQ C- 1E)• t� TO 6 INCHES OVER THE PIPE. 13. BEDDING FOR CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8 INCH MINUS CRUSHED ROCK, 6 INCHES UNDER TO 6 INCHES OVER THE PIPE. 14. ALL PIPE TRENCH BACKFILL MATERIAL SHALL BE CLASS -A' BANK RUN GRAVEL. 15. PIPE TRENCH BACKFILL MATERIAL WITHIN THE RIGHT-OF-WAY SHALL BE 5/8 INCH mweal tv_- MINUS CRUSHED ROCK. TVP LOvETt- W' 16. EXISTING PAVEMENT SURFACES SHALL BE SAWCUT FULL DEPTH WITH STRAIGHT, UNI- • 7-1" *4 ZT tNClL,-E FORM EDGES. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-1) . - 17. STREET CURBS SHALL BE PAINTED WITH FORMULA WID-Y1 (YELLOW), 5 FEET FROM EACH SIDE OF ALL DRIVEWAYS AND 15 FEET EACH SIDE OF ALL FIRE HYDRANTS. co G� P, �2U6P�ER ��SILET 18. ALL REQUIRED LANDSCAPING SHALL CONFORM WITH CITY OF AUBURN ZONING ORD. , SECTION NO. 18. 50. • REPLACE OR RELOCATE ALL SIGNS AS SHOWN ON _Ho1��tiPPt-E 19. THE CONTRACTOR SHALL INSTALL, , 1-U- THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY STANDARD DETAIL. 150_r 1 Eta --. �G ov_ G 20. ELECTRIC AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MIN. HORIZONTAL MT�It 1C�LE SEPARATION FROM OTHER UTILITIES (SEWER, WATER AND STORM) OF FIVE FEET. -- N 21. ALL CONSTRUCTION SURVEYING FOR CITY FACILITIES SHALL BE DONE UNDER THE ' DIRECTION OF A LICENSED LAND SURVEYOR OR A LICENSED PROFESSIONAL CIVIL cep 1 ca 4zE�,- 0.14.54 ENGINEER. ct[*•s QQ=• •= 0.1(Do2 C-F") • NEW LAND CLEARING PERMIT REQUIRED. i Co" PXf _ ITY OF AUBURN B.M. I-D ELEV. 53.43; R.R. SPIKE IN UTILITY POLE (LEANING) AT 48. a� -fit 4 7. / 8 5k.w t. o SuRtrAcS tuv I 1�1�.i�Tt )hL-'b E ®F-_r - AST END OF 40th NE AT NE CORNER OF INT. wITH I ST. NE. STOSLCaGEj t12 Gt; , , , LEGAL DESCRIPTION © �, Z� `�.- 4J5,._'._ `�1, a- t • 1.SQ � .-r9.1'e S 5 � I�T6' 02tFtc-f� � 1 SuetGfJC Q - 1 •1/,� v( ae3 THAT PORTION OF LOTS 2 AND 3 OF CITY OF AUBURN SHORT PLAT NO. SP-9-84 AS ►DOTE : pQLr/IDE FILTEt2 FA�JG FE►-►C� � D. S� �� 1wlt_ET t=11_TEI1 AOaLihlD EACH t5cs1►.i 157Co L F. y� RECORDED UNDER AUDITOR'S FILE NO. 8407311186 RECORDS OF KING COUNTY, Ma5TAt_LE0 u1.iTtL_ of ,_ G8* ►TYPE 1(Q. _ - .' WASHINGTON BEING DESCRIBED AS FOLLOWS: 51TE . (5EE DETAIL) A BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 2 THENCE S 00° 06'23' W, r bEE _CJE.Tl�1t_ cv� 0 / q o N i _,- �• �� � i ,Nlv� b�'89 j � // -- ALONG THE EASTERLY MARGIN OF AUBURN WAY N, A DISTANCE OF 149.67 FEET; " ' - 1-, - %9 0 ' 5 *� 1 `r .3 TY PE 1lsD THENCE ALONG SAID MARGIN ON A CURVE TO THE RIGHT WITH A RADIUS OF 2525.50 ' 7n, 1.1.5. = FEET, A CENTRAL ANGLE OF 2°07'07-, AN ARC LENGTH OF 93.39 FEET AND A CHORD z 4 1 SC6io rcTs WHICH BEARS S 01007'08' W 93 39 FEET TO THE NORTH LINE OF LOT 1 OF SAID 0 _ 5U[zFdGE STo�.�E St.bc ' S7 Co G.F. QOTE a EX. 5� Fw•+EMEs1T OMl 1 cLF-como M11TH GIT`l OF bu&uaw. . ,p g1.00 so 9 1� �✓1.�70 .t" E� IWSE-aI WCw 0QAWtuGa•5 6 / SET REBAR W/CAP ROQ CUB6Y`'� asSTAUDAWT. 18018 (TY-P ) Is .59 'So.�1 � TIfo.007 0.-71 - .• ,�• �, , 01 oI ® o 0 242.18' "'„� 129.81' "I N89057'26"E 734.25' SAWGUT (09- iZZEt-ASVE, EV.51DE StpEWol-1C To NEI�ZEST C.B. I c,IcWrlaula2�)' 7Ewe� JO►NT f, QEPI�LE 40 T H STREET N. E. RIM ' 49.61 rxZtvEl laY PER 6"CONC.(f)=46.55 SIT �OFTRI�: ® G01..!'.yTRL.1C.T101.1 SEpt�tE1-1GE Tb NF Ac cST �>olt`1T-TYPIC.LS.L� ,1, I. It.15iAL.L. BACKED OOWSTLtLIGTtOW E►.1Tt2A1.1GE PER PL.&." 0F_T4tL AT KAC6k A.CCE1!>5 R711•.IT OF 51TE "[D e),E U5E0 0"CL11.1G. G01-1�tTQUGTIO6J- S. S. M.H. Z.. I"->TAL_L_ Olt_T FEwIGt►.1G. ALA1k-1 G. PQoPERT`C L-t"eb Aj tJIAOW1.1. hIM■49.60 Rip = 4 3. 1=1L1- Al.lp t�uG�t-1 G.t2A0E SITE . 12� (W ) = 44A4 12 (W) .42.67 ' I2 (E)=44.66 8" (N)i42.72 4, 11.1STA1_L OETEI.ITIOIJ ti`C5-CEM PoQ STORM PEQ 5. 12" (3)=44.66 CURVE DATA 5• t►.15TALL. GLEI"&,tIJ1"C. UTIL-%TtE'S . (IE, w4-TELL,5E1-1Et2, (u"ECL,GAt) - 6" (N)=44.66 t10TE: BLf1L.01"C, CO"5TLLL.ICTt0" rtAY ESE. 001,1G C0"C000LEI.ITL`( WIT" UTILITY 11JSTAt_LATIOt,l � PQ.0%/%Cm .1C. COtJFt1CT5 11J Co"5TQL1CT10W CURVE RADIUS DELTA LENGTH DO t-io-r oCCU1CL. 1 2495.92 Oto W57" 51.51 (o• F•1►.11S1-1 GQAOE CLE&.Q STOCLr-A 2 2495.93 010 06' 41 " 48.42 SYSTE 1'••l . 3 2489.50 02018'01" 99.95 -1 EC1Lila.F-0. 4 2525.50 02007*08' 93.39 5 2525.50 00010'54' 8.00 6 17.00 92026*58' 27.43 A\ tIo1TE 7AtJI1JG - C-3 C1-�Ed.�/Y GOMMEt2GeAL.) JAN. '88 2 PEGL CITY OF Aut!pU2*4 Q6VIF_w 124 I.0I C•tT`C of te""►.I Qf"mw c.�IK 3 • zz• ea SHORT PLAT; THENCE N 89°57'26'E, ALONG SAID LINE, A DISTANCE OF 200.00 FEET; THENCE S 00002'34' E, ALONG THE EAST LINE OF SAID LOT 1, A DISTANCE OF 125.00 FEET, TO THE NORTH MARGIN OF 40TH ST. N.E.; THENCE N 89057'26- E, ALONG SAID MARGIN, A DISTANCE OF 130.00 FEET; THENCE N 00°19'41' E A DISTANCE OF (o° E.XTOUDso GaNL. 368.04 FEET, TO THE NORTH LINE OF SAID SHORT PLAT; THENCE S 89°57'26- W, 07- o.SPNcsLT Gv213 ALONG SAID NORTH LINE, A DISTANCE OF 330.00 FEET, TO THE TRUE POINT OF PEIZ I11)e7 V-C(2t) owG.. two, q BEGINNING. SUBJECT TO EASEMENTS OF RECORD. __J l �• o eo 0 ov O cao •at THIS DRAWING HAS BE 2" �0>✓1�.,->� fOEPTI-, I REVISED TO CONFORM vj BEST MELD INFORMAT GRUSHEO a' Z AVAIL/�tKE APPROVED J 4oTM sT. Wes. GeuSl••'tEto Izoc� pEP.7. OF P_U6LIC tNURKS ? '7T" ? J a (o" PVT QUN CITY OF AUBURN T. N.W. 2 SITE °C ENGINEERING OEPARTMEN r i I PAS/ 1 N G�N D DAz - - _ /� ��/ R11r.�IC1INAL I C U R� DETb k L• JAPPR9VED V couuSE 1 JOHN R. EWING AND ASSOCIATES CIVIL ENGINEERING - LAND SURVEYORS KENT, WASHINGTON (206) 852-6633 DESIGNED BY DRAWN BY CHECKED BY WSH I CAL I GTP -- I - -VAC-1 V%A ITS' M hP AUBURN CABLE T.V. BUILDING I G1 NORTH AUBURN SITE 4020 AUBURN WAY N. �SHEET CONTENTi r�....� STORM a GRADING 48. a� -fit 4 7. / 8 5k.w t. o SuRtrAcS tuv I 1�1�.i�Tt )hL-'b E ®F-_r - AST END OF 40th NE AT NE CORNER OF INT. wITH I ST. NE. STOSLCaGEj t12 Gt; , , , LEGAL DESCRIPTION © �, Z� `�.- 4J5,._'._ `�1, a- t • 1.SQ � .-r9.1'e S 5 � I�T6' 02tFtc-f� � 1 SuetGfJC Q - 1 •1/,� v( ae3 THAT PORTION OF LOTS 2 AND 3 OF CITY OF AUBURN SHORT PLAT NO. SP-9-84 AS ►DOTE : pQLr/IDE FILTEt2 FA�JG FE►-►C� � D. S� �� 1wlt_ET t=11_TEI1 AOaLihlD EACH t5cs1►.i 157Co L F. y� RECORDED UNDER AUDITOR'S FILE NO. 8407311186 RECORDS OF KING COUNTY, Ma5TAt_LE0 u1.iTtL_ of ,_ G8* ►TYPE 1(Q. _ - .' WASHINGTON BEING DESCRIBED AS FOLLOWS: 51TE . (5EE DETAIL) A BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 2 THENCE S 00° 06'23' W, r bEE _CJE.Tl�1t_ cv� 0 / q o N i _,- �• �� � i ,Nlv� b�'89 j � // -- ALONG THE EASTERLY MARGIN OF AUBURN WAY N, A DISTANCE OF 149.67 FEET; " ' - 1-, - %9 0 ' 5 *� 1 `r .3 TY PE 1lsD THENCE ALONG SAID MARGIN ON A CURVE TO THE RIGHT WITH A RADIUS OF 2525.50 ' 7n, 1.1.5. = FEET, A CENTRAL ANGLE OF 2°07'07-, AN ARC LENGTH OF 93.39 FEET AND A CHORD z 4 1 SC6io rcTs WHICH BEARS S 01007'08' W 93 39 FEET TO THE NORTH LINE OF LOT 1 OF SAID 0 _ 5U[zFdGE STo�.�E St.bc ' S7 Co G.F. QOTE a EX. 5� Fw•+EMEs1T OMl 1 cLF-como M11TH GIT`l OF bu&uaw. . ,p g1.00 so 9 1� �✓1.�70 .t" E� IWSE-aI WCw 0QAWtuGa•5 6 / SET REBAR W/CAP ROQ CUB6Y`'� asSTAUDAWT. 18018 (TY-P ) Is .59 'So.�1 � TIfo.007 0.-71 - .• ,�• �, , 01 oI ® o 0 242.18' "'„� 129.81' "I N89057'26"E 734.25' SAWGUT (09- iZZEt-ASVE, EV.51DE StpEWol-1C To NEI�ZEST C.B. I c,IcWrlaula2�)' 7Ewe� JO►NT f, QEPI�LE 40 T H STREET N. E. RIM ' 49.61 rxZtvEl laY PER 6"CONC.(f)=46.55 SIT �OFTRI�: ® G01..!'.yTRL.1C.T101.1 SEpt�tE1-1GE Tb NF Ac cST �>olt`1T-TYPIC.LS.L� ,1, I. It.15iAL.L. BACKED OOWSTLtLIGTtOW E►.1Tt2A1.1GE PER PL.&." 0F_T4tL AT KAC6k A.CCE1!>5 R711•.IT OF 51TE "[D e),E U5E0 0"CL11.1G. G01-1�tTQUGTIO6J- S. S. M.H. Z.. I"->TAL_L_ Olt_T FEwIGt►.1G. ALA1k-1 G. PQoPERT`C L-t"eb Aj tJIAOW1.1. hIM■49.60 Rip = 4 3. 1=1L1- Al.lp t�uG�t-1 G.t2A0E SITE . 12� (W ) = 44A4 12 (W) .42.67 ' I2 (E)=44.66 8" (N)i42.72 4, 11.1STA1_L OETEI.ITIOIJ ti`C5-CEM PoQ STORM PEQ 5. 12" (3)=44.66 CURVE DATA 5• t►.15TALL. GLEI"&,tIJ1"C. UTIL-%TtE'S . (IE, w4-TELL,5E1-1Et2, (u"ECL,GAt) - 6" (N)=44.66 t10TE: BLf1L.01"C, CO"5TLLL.ICTt0" rtAY ESE. 001,1G C0"C000LEI.ITL`( WIT" UTILITY 11JSTAt_LATIOt,l � PQ.0%/%Cm .1C. COtJFt1CT5 11J Co"5TQL1CT10W CURVE RADIUS DELTA LENGTH DO t-io-r oCCU1CL. 1 2495.92 Oto W57" 51.51 (o• F•1►.11S1-1 GQAOE CLE&.Q STOCLr-A 2 2495.93 010 06' 41 " 48.42 SYSTE 1'••l . 3 2489.50 02018'01" 99.95 -1 EC1Lila.F-0. 4 2525.50 02007*08' 93.39 5 2525.50 00010'54' 8.00 6 17.00 92026*58' 27.43 A\ tIo1TE 7AtJI1JG - C-3 C1-�Ed.�/Y GOMMEt2GeAL.) JAN. '88 2 PEGL CITY OF Aut!pU2*4 Q6VIF_w 124 I.0I C•tT`C of te""►.I Qf"mw c.�IK 3 • zz• ea SHORT PLAT; THENCE N 89°57'26'E, ALONG SAID LINE, A DISTANCE OF 200.00 FEET; THENCE S 00002'34' E, ALONG THE EAST LINE OF SAID LOT 1, A DISTANCE OF 125.00 FEET, TO THE NORTH MARGIN OF 40TH ST. N.E.; THENCE N 89057'26- E, ALONG SAID MARGIN, A DISTANCE OF 130.00 FEET; THENCE N 00°19'41' E A DISTANCE OF (o° E.XTOUDso GaNL. 368.04 FEET, TO THE NORTH LINE OF SAID SHORT PLAT; THENCE S 89°57'26- W, 07- o.SPNcsLT Gv213 ALONG SAID NORTH LINE, A DISTANCE OF 330.00 FEET, TO THE TRUE POINT OF PEIZ I11)e7 V-C(2t) owG.. two, q BEGINNING. SUBJECT TO EASEMENTS OF RECORD. __J l �• o eo 0 ov O cao •at THIS DRAWING HAS BE 2" �0>✓1�.,->� fOEPTI-, I REVISED TO CONFORM vj BEST MELD INFORMAT GRUSHEO a' Z AVAIL/�tKE APPROVED J 4oTM sT. Wes. GeuSl••'tEto Izoc� pEP.7. OF P_U6LIC tNURKS ? '7T" ? J a (o" PVT QUN CITY OF AUBURN T. N.W. 2 SITE °C ENGINEERING OEPARTMEN r i I PAS/ 1 N G�N D DAz - - _ /� ��/ R11r.�IC1INAL I C U R� DETb k L• JAPPR9VED V couuSE 1 JOHN R. EWING AND ASSOCIATES CIVIL ENGINEERING - LAND SURVEYORS KENT, WASHINGTON (206) 852-6633 DESIGNED BY DRAWN BY CHECKED BY WSH I CAL I GTP -- I - -VAC-1 V%A ITS' M hP AUBURN CABLE T.V. BUILDING I G1 NORTH AUBURN SITE 4020 AUBURN WAY N. �SHEET CONTENTi r�....� STORM a GRADING 0 _ 5U[zFdGE STo�.�E St.bc ' S7 Co G.F. QOTE a EX. 5� Fw•+EMEs1T OMl 1 cLF-como M11TH GIT`l OF bu&uaw. . ,p g1.00 so 9 1� �✓1.�70 .t" E� IWSE-aI WCw 0QAWtuGa•5 6 / SET REBAR W/CAP ROQ CUB6Y`'� asSTAUDAWT. 18018 (TY-P ) Is .59 'So.�1 � TIfo.007 0.-71 - .• ,�• �, , 01 oI ® o 0 242.18' "'„� 129.81' "I N89057'26"E 734.25' SAWGUT (09- iZZEt-ASVE, EV.51DE StpEWol-1C To NEI�ZEST C.B. I c,IcWrlaula2�)' 7Ewe� JO►NT f, QEPI�LE 40 T H STREET N. E. RIM ' 49.61 rxZtvEl laY PER 6"CONC.(f)=46.55 SIT �OFTRI�: ® G01..!'.yTRL.1C.T101.1 SEpt�tE1-1GE Tb NF Ac cST �>olt`1T-TYPIC.LS.L� ,1, I. It.15iAL.L. BACKED OOWSTLtLIGTtOW E►.1Tt2A1.1GE PER PL.&." 0F_T4tL AT KAC6k A.CCE1!>5 R711•.IT OF 51TE "[D e),E U5E0 0"CL11.1G. G01-1�tTQUGTIO6J- S. S. M.H. Z.. I"->TAL_L_ Olt_T FEwIGt►.1G. ALA1k-1 G. PQoPERT`C L-t"eb Aj tJIAOW1.1. hIM■49.60 Rip = 4 3. 1=1L1- Al.lp t�uG�t-1 G.t2A0E SITE . 12� (W ) = 44A4 12 (W) .42.67 ' I2 (E)=44.66 8" (N)i42.72 4, 11.1STA1_L OETEI.ITIOIJ ti`C5-CEM PoQ STORM PEQ 5. 12" (3)=44.66 CURVE DATA 5• t►.15TALL. GLEI"&,tIJ1"C. UTIL-%TtE'S . (IE, w4-TELL,5E1-1Et2, (u"ECL,GAt) - 6" (N)=44.66 t10TE: BLf1L.01"C, CO"5TLLL.ICTt0" rtAY ESE. 001,1G C0"C000LEI.ITL`( WIT" UTILITY 11JSTAt_LATIOt,l � PQ.0%/%Cm .1C. COtJFt1CT5 11J Co"5TQL1CT10W CURVE RADIUS DELTA LENGTH DO t-io-r oCCU1CL. 1 2495.92 Oto W57" 51.51 (o• F•1►.11S1-1 GQAOE CLE&.Q STOCLr-A 2 2495.93 010 06' 41 " 48.42 SYSTE 1'••l . 3 2489.50 02018'01" 99.95 -1 EC1Lila.F-0. 4 2525.50 02007*08' 93.39 5 2525.50 00010'54' 8.00 6 17.00 92026*58' 27.43 A\ tIo1TE 7AtJI1JG - C-3 C1-�Ed.�/Y GOMMEt2GeAL.) JAN. '88 2 PEGL CITY OF Aut!pU2*4 Q6VIF_w 124 I.0I C•tT`C of te""►.I Qf"mw c.�IK 3 • zz• ea SHORT PLAT; THENCE N 89°57'26'E, ALONG SAID LINE, A DISTANCE OF 200.00 FEET; THENCE S 00002'34' E, ALONG THE EAST LINE OF SAID LOT 1, A DISTANCE OF 125.00 FEET, TO THE NORTH MARGIN OF 40TH ST. N.E.; THENCE N 89057'26- E, ALONG SAID MARGIN, A DISTANCE OF 130.00 FEET; THENCE N 00°19'41' E A DISTANCE OF (o° E.XTOUDso GaNL. 368.04 FEET, TO THE NORTH LINE OF SAID SHORT PLAT; THENCE S 89°57'26- W, 07- o.SPNcsLT Gv213 ALONG SAID NORTH LINE, A DISTANCE OF 330.00 FEET, TO THE TRUE POINT OF PEIZ I11)e7 V-C(2t) owG.. two, q BEGINNING. SUBJECT TO EASEMENTS OF RECORD. __J l �• o eo 0 ov O cao •at THIS DRAWING HAS BE 2" �0>✓1�.,->� fOEPTI-, I REVISED TO CONFORM vj BEST MELD INFORMAT GRUSHEO a' Z AVAIL/�tKE APPROVED J 4oTM sT. Wes. GeuSl••'tEto Izoc� pEP.7. OF P_U6LIC tNURKS ? '7T" ? J a (o" PVT QUN CITY OF AUBURN T. N.W. 2 SITE °C ENGINEERING OEPARTMEN r i I PAS/ 1 N G�N D DAz - - _ /� ��/ R11r.�IC1INAL I C U R� DETb k L• JAPPR9VED V couuSE 1 JOHN R. EWING AND ASSOCIATES CIVIL ENGINEERING - LAND SURVEYORS KENT, WASHINGTON (206) 852-6633 DESIGNED BY DRAWN BY CHECKED BY WSH I CAL I GTP -- I - -VAC-1 V%A ITS' M hP AUBURN CABLE T.V. BUILDING I G1 NORTH AUBURN SITE 4020 AUBURN WAY N. �SHEET CONTENTi r�....� STORM a GRADING A\ tIo1TE 7AtJI1JG - C-3 C1-�Ed.�/Y GOMMEt2GeAL.) JAN. '88 2 PEGL CITY OF Aut!pU2*4 Q6VIF_w 124 I.0I C•tT`C of te""►.I Qf"mw c.�IK 3 • zz• ea SHORT PLAT; THENCE N 89°57'26'E, ALONG SAID LINE, A DISTANCE OF 200.00 FEET; THENCE S 00002'34' E, ALONG THE EAST LINE OF SAID LOT 1, A DISTANCE OF 125.00 FEET, TO THE NORTH MARGIN OF 40TH ST. N.E.; THENCE N 89057'26- E, ALONG SAID MARGIN, A DISTANCE OF 130.00 FEET; THENCE N 00°19'41' E A DISTANCE OF (o° E.XTOUDso GaNL. 368.04 FEET, TO THE NORTH LINE OF SAID SHORT PLAT; THENCE S 89°57'26- W, 07- o.SPNcsLT Gv213 ALONG SAID NORTH LINE, A DISTANCE OF 330.00 FEET, TO THE TRUE POINT OF PEIZ I11)e7 V-C(2t) owG.. two, q BEGINNING. SUBJECT TO EASEMENTS OF RECORD. __J l �• o eo 0 ov O cao •at THIS DRAWING HAS BE 2" �0>✓1�.,->� fOEPTI-, I REVISED TO CONFORM vj BEST MELD INFORMAT GRUSHEO a' Z AVAIL/�tKE APPROVED J 4oTM sT. Wes. GeuSl••'tEto Izoc� pEP.7. OF P_U6LIC tNURKS ? '7T" ? J a (o" PVT QUN CITY OF AUBURN T. N.W. 2 SITE °C ENGINEERING OEPARTMEN r i I PAS/ 1 N G�N D DAz - - _ /� ��/ R11r.�IC1INAL I C U R� DETb k L• JAPPR9VED V couuSE 1 JOHN R. EWING AND ASSOCIATES CIVIL ENGINEERING - LAND SURVEYORS KENT, WASHINGTON (206) 852-6633 DESIGNED BY DRAWN BY CHECKED BY WSH I CAL I GTP -- I - -VAC-1 V%A ITS' M hP AUBURN CABLE T.V. BUILDING I G1 NORTH AUBURN SITE 4020 AUBURN WAY N. �SHEET CONTENTi r�....� STORM a GRADING LEGEND DESCRIPTION NEW EXISTING EX. 12" STORM STORM SEWER p EX. 8" SEWER SANITARY SEWER S WATER W EX. 2" WATER AC PAVING CONCRETE PAVING INFILTRATION TRENCH SPOT ELEVATIONS xx_xx +XX.XX CONTOURS PARKING O5 O STORM MANHOLE p DESCRIPTION N STORM CATCHBASIN SANITARY SEWER MANHOLE WATER VALVE FIRE HYDRANT TELEPHONE MANHOLE NE) P0�"JEIN `FAULT STREET LIGHT UTILITY POLE FOUND CASE MON SW 1/4, SECTION 31, TOWNSHIP 22 N, RANGE SE, W.M. rruroni of nni ninrrc ,C0D�E NOTES ABBREVIATIONS 1. -ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. ZONING C3 SETBACKS NORTH 60.1' SOUTH 57.9' EAST 30.2' WEST 73.8' OWNER FAIRFIELD BUILDERS SUPPLY CORP. ATTN: ARTHUR L. VERTNER 3481 CONCORD RD., PO BOX 4427 LAFAYETTE, IN 47903 (206) 499-7289 VICINITY MAP NTs NORTH ZONE o W NOTE: 3 d EXG 10' X 20' PUGET POWER C3 4 CONCRETE Lj ESMT REC. 8806200750 Bo ®4' oc EXISING BUILDING 2123T SEE RUPERT ENGINEERING JOB; 140th #[PROVIDE ��5 - - - - - - - - 3�° - - - - - - - r s - „r NUM 00078 FOR "I" STREET�91NE` EX EXTRUDED UDE CO C. c R TYPICAL I �:. i IMPROVEMENT az L I I I I I I I i I I I I I II I I 1 ......... 20 xzu, ..... ......... 10 ...... ...... o. .:... ... 9 ... ... .. I: bUt�PS�E a o PD I I I I l iAINLI N HAUL ROUTE MAP a PROVIDE CONCRETE RAM ( A ... REMOVE EX CURB, FENCE W/SLATs::...::. LEGAL DESCRIPTIONNORTH PROVIDE CONCRETE RAMP 20' GATE, 3' OFFSET 1 LOT 2 o TO NEW DOORS I ... I 3 5' RW TO.. 3 2 O�c - - 77�7/ EXG PUGET POWER GSM T REC. #8006060420 -- o _ � n Q_ z 0 I J 6' CHAINLINK GATE PER ARCH DWG'S r' GENERATORS TRANSFORMER LOCATION SEE Al I EXISTING BUILDING 15,625 SF I LOT 1 f 110 I i - - - 100 - N 89'57'26" E 40TH ST. N.E. EXTERIOR LIGHTING FROM EX PAVEMENT TO 5'-2 0 END POST N GATE B QEDICATE LOT I NEW DOORS CON RETE PAD I THOSE PORTIONS OF LOTS 2 AND 3, CITY OF AUBURN SHORT PLAT N0. SP-9-84 AS RECORDED UNDER KING F .... ... COUNTY RECORDING NO. 8407311186 RECORDS OF KING COUNTY, WASHINGTON, BEING DESCRIBED AS ` FOLLOWS: • 1• i it BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 2; 1 125 I; clo 10 I THENCE SOUTH 00'06'23" WEST, ALONG THE EASTERLY MARGIN OF AUBURN WAY NORTH, A DISTANCE OF 149.67 FEET; 1E 3 LS, 10 10 :. ::::� THENCE CONTINUING ALONG SAID MARGIN ON A CURVE TO THE RIGHT WITH A RADIUS OF 2,525.50 FEET, 1 CR€ E O WAL 10 j THROUGH A CENTRAL ANGLE OF 02'07'07', AN ARC LENGTH OF 93.39 FEET THE CHORD OF WHICH BEARS TL 2/d5 ZONE SOUTH 01'07'08" WEST 93.39 FEET, TO THE NORTH LINE OF LOT 1 OF SAID SHORT PLAT; ...... R2 THENCE SOUTH 00'02'34' EAST, ALONG THE THENCE NORTH 89*57'26' EAST, ALONG D EAST TLINE NOF SAID LOT 1,E, A DISTANCE OA DISTANCE IS 00 EEOF 125.00 FEET, TO I 10' P NEW PARKING N ASPHALT PAVING & CURB I THE NORTH MARGIN OF 40TH ST. N.E.; I OT DTL 1/C5 ': TYPE 311 THENCE NORTH 89'57'26" EAST, ALONG SAID NORTH MARGIN, A DISTANCE OF 130.00 FEET; I NEW I THENCE NORTH 00'19'41" EAST A DISTANCE OF 368.04 FEET, TO THE NORTH LINE OF SAID SHORT PLAT; C L S; TYP I o THENCE SOUTH 89'57'26" WEST, ALONG SAID NORTH LINE, A DISTANCE OF 330.00 FEET, TO THE POINT BUILDING r' '19.8' 43'-9" :: _ OF BEGINNING; I� N I 10 "' 10 ; (BEING KNOWN AS PARCEL A OF CITY OF AUBURN LOT LINE ADJUSTMENT NO. LLA-2-88, RECORDED 1 ADDITION I UNDER KING COUNTY RECORDING NO.8803070755) 1 15625 SF �; O\ j 10 a 10 LOT 2 1 FF=52.15 ;gyp I N THAT PORTION OF LOTS 3 AND 4, CITY OF AUBURN SHORT PLAT NO. SP-9-84 AS RECORDED UNDER AUDITOR'S FILE NO. 8407311186 RECORDS OF KING COUNTY, WASHINGTON, BEING DESCRIBED .�: w 5' TYP AS FOLLOWS: SAID SHORT PLAT 80 _ _ COMMENCING AT THE NORTHWEST CORNER OF LOT 2 OF S 0 , _ LONG THE NORTH LINE OF SAID SHORT PLAT, A DISTANCE OF 330 00 FEET, N 89'S7'26" + THENCE NORTH 89' 57' 26" EAST, A T, ET, ;...:... o ... , , TO THE TRUE POINT OF BEGINNING; JJEEL STOP THENCE CONTINUING NORTH 89' 57' 26' EAST, A DISTANCE OF 115.00 FEET; - - 12 Ttf' of 10 I ' THENCE SOUTH 00' 19' 41" WEST, A DISTANCE OF 368.04 FEET, TO THE NORTHERLY MARGIN OF 40TH ST. NE; V):: ER1THENCE SOUTH 89' 57' 26" WEST ALONG SAID MARGIN, A DISTANCE OF 115.00 FEET; WASH cloBAY THENCE NORTH 00' 9' 41" EAST 368.04 FEET, TO THE TRUE POINT OF BEGINNING; ALSO KNOWN AS PARCEL B 25' N0 BUILD I 10 0 a ff'' OF CITY OF AUBURN LOT LINE ADJUSTMENT N0. AU-LLA2-88, RECORDED UNDER RECORDING NUMBER 9! EASEMENT I c 8803070755. a, I N ALSO �' THAT PORTION OF LOTS 3 AND 4, CITY OF AUBURN SHORT PLAT N0. SP-9-84 AS RECORDED UNDER AUDITOR'S "' j: 1 10' FILE NO. 8407311186 RECORDS OF KING COUNTY, WASHINGTON, BEING DESCRIBED AS FOLLOWS: I 8 I . . I 24' LOT LINES TO BE N - .�I " COMMENCING AT THE NORTHWEST CORNER OF LOT 2 OF SAID SHORT PLAT; I I I �I C _ I REMOVED I THENCE NORTH 89 57 26 EAST, ALONG THE NORTH LINE OF SAID SHORT PLAT, A DISTANCE OF 445.00 FEET, TO THE TRUE POINT OF BEGINNING; .. ..... C - - ` .. .. ., THENCE CONTINUING NORTH 89 ' 57' 26" EAST, A DISTANCE OF 215.87 FEET TO THE WESTERLY MARGIN OF 6 - - - C- - 6 _ ... I ..: o STREET NE; O� --' , ,' 10 0 THENCE SOUTH 00' 07' 42" WEST ALONG SAID MARGIN, A DISTANCE OF 168.04 FEET; 3 ... .. ... THENCE SOUTH 89' 57' 26" WEST, A DISTANCE OF 80.00 FEET; - - - _ - - C- _ - - - -I:...: 7 I (D O:..: g w THENCE SOUTH 00' 07' 42" WEST, A DISTANCE OF 200.00 FEET TO THE NORTHERLY MARGIN OF 40TH STREET --- C ---- I 10 ,0 1z O N� ZONE NE; THENCE SOUTH 89' 57' 26" WEST ALONG SAID MARGIN, A DISTANCE OF 137.15 FEET; THENCE NORTH 00' 19' 41" EAST, A DISTANCE OF 368.04 FEET, TO THE TRUE POINT OF BEGINNING; ALSO KNOWN AS PARCEL C OF CITY OF AUBURN LOT LINE ADJUSTMENT NO. AU-LLA2-88, RECORDED UNDER - - - �- - RECORDING NUMBER 8803070755 i .. .. ) C- - I ......... � ALSO --- --- C----I':. ........ 1 I i .. : :: :..:::: THE EAST 110 FEET OF THE SOUTH 200 FEET OF THE NORTH 1,323.30 FEET OF THE H. JONES DONATION LAND `j BEING A PORTION OF SECTION TOWNSHIP 21 NORTH, RANGE 5 EAST, W IN KING COUNTY, � - - - I CLAIM N0. 39, 6, H, T, .M., M _ J .... WASHINGTON; 2... --- ---- .... . 40, OF TOWNSHIP AND 7 C ' ... , .. . . . . .............. 10 ... , . , .... , .. .. , , o ...... ...... .... t4 .... TOGETHER WITH THAT PORTION OF GEORGE KING DONATION LAND CLAIM NO SAID SECTION, O_ - - - - - - _ ; : 7 5 I 4 RANGE, LYING ADJACENT THERETO AND WESTERLY OF THE NEW LEGAL BOUNDARY LINE AS ESTABLISHED BY .. C - 24, I J BOUNDARY LINE AGREEMENT AND DEED RECORDED UNDER RECORDING NUMBER 8105290218, IN KING COUNTY, =89'02'13.2" I WASHINGTON; P.N.B. TELE. ESMT -� I I L=34�19' (ALSO KNOWN AS A PORTION OF AUBURN LOT LINE ADJUSTMENT RECORDED UNDER RECORDING NUMBER REC. #8810240562 - - _ _ - - _ / BIOSWALE & INFILTRATION i r I R=22 I 8405290801). REMOVE EX. GATE, TRENCH AREA REPLA E W/ 6' CHAINLINK FENCE n COMMON SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON FOUND &ACCEPTED 5/8" ESM'T EC. #85 6210939 ESMT REC#850731-t206 - A.F. #79c IRON PIN & CAP LS #11926 _ - : p SHEET INDEX RIG uvzw- ' ._. .V X CONC._ - -- WALK - - - - -- - - - - - --- EX C _ WALK I ClVT COVER SHEET Al FLOOR PLAN nATII►A EX I CONC. REPLACE EX. D/W WITH - NEW SW, CURB & GUTTER TO NEAREST JOINT COA STD DTL STSW-2 i o N89'57'26"E 73C24' m -D 0 m 7 CITY OF AUBURN DATUM BM #241-1A FOUND RR SPIKE IN SE FACE OF UTILITY POLE UP 1.2', OUTDOOR LIGHTING FIXTURES SHALL BE SHIELDED AND 3.0' N. OF CENTERLINE 40TH ST. NE., 35' E. OF CENTERLINE OF "I" STREET. DIRECTED TO AVOID LIGHT SPILLAGE ONTO ADJACENT PROPERTIES AND TO AVOID GLARE FOR MOTORISTS TRAVELING ON ADJACENT STREETS. 24' WIDE GATE SITE PLAN 1 = 30 C. CURB & G'UITE NEW 24' DRIVEWAY BM#\- NEW 6' CHAIN LINK FENCE COA STD DTL STDW-lC SE'F eHI5. 89'57'26"E 734.24' - - - - - R�ATr N - BAC 40 hK ST. OPPOS TIDE40TH ST. N.E. C/L "H" ST. ELEV.=51.65 CONC, CURB & GUTTER r-1111 llllllllll�m,�.. C2 FILL & TESC/DEMO PLAN C3 STORM & GRADING PLAN C4 WATER & SEWER PLAN C5 SECTION & DETAILS L1 LANDSCAPE PLAN L2 IRRIGATION PLAN UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS BY: OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS TRL SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. COS TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. L3 LANDSCAPE/IRRIGATION DETAILS A2 ELEVATION A3 REFLECTED CEILING PLAN & ACCESSIBILITY NOTES A4 GENERAL NOTES S1 FOUNDATION PLAN & DETAILS S2 ROOF FRAMING PLAN & DETAILS S3 STRUCTURAL DETAILS S4 STRUCTURAL NOTES RECORD DRAWING CERTIFICATION PROJECT REF: FAC0032-99 BLD0407-99 THESE DRAWINGS CONFORM TO THE THESE PLANS ARE "APPROVED" FOR CONTRACTOR'S CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS � DATE: �'I �-Dv Approved By. ON: tea, .-rsp �� Date Approved: BY CITY: DATE: a � Q o a� 00 � Z n� lJ rl�l � 02 U N � cn rn W W � `n cn cllj Z 0 u c� Z Z W a 0 z d C J > ¢ 00 N 9Pn Z � U rQLLJ Q CD z z Z D Ljj m Q W O m E-- r Lr) Q 3: N z z Q D Uz w Q w �- o 0 o W 5] w w V) Y W W S U �? > � 0 V) 0 a Z n a M Z N o _ Q 1w . 11103 0 FGIsT- S7�NA L ��6 IXPIRES 6/23/2002 DATE 4/21 /00 DRAWN S.S. CHECKED J.B.R. JOB No. 00057 SHEET NO. c R.E.I. FILE:/ Cl-057.dwg , 08/11 /00 11:50 Q' �/1q 00 D 1.595 btu CONSTRUCTION SEQUENCE 1. SUBMIT A HAUL ROUTE TO THE CITY OF AUBURN FOR EARTHWORK ACTIVITIES. 2. SCHEDULE AND ATTEND A PRE -CONSTRUCTION MEETIING Wfffi THE CITY OF AUBURN OFFICIALS. 3. ESTABLISH "CLEARING AND GRADING LIMITS" FOR THE SITE. 4, CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE AND FILTER FABRIC FENCE AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY THE CITY OF AUBURN. _ 1_ 5. INSTALL INLET PROTECTION ON EXISTING CATCH BASINS. 6. CONSTRUCT THE SEDIMENT TRAP, AND TEMPORARY SWALES AS SHOWN ON THE PLAN. TEMPORARY SWALES SHALL BE ADDED AS NECESSARY SLWACE .,ARES4 : DiETEPAMED AT TOP OF WEIR TOP DIMENSION PER PLAN = 23' TO ENSURE THAT ALL SITE RUNOFF REACHES THE SEDIMENT TRAP. NOTE: 7. BEGIN FILL AND GRADING OPERATIONS AND PAVEMENT REMOVAL. TRAP MAY BE FORMED BY BERM OR BY THE CONTRACTOR SHALL ENSURE THAT NO SILT -LADEN RUNOFF PARTIAL OR COMPLETE EXCAVATION. DISCHARGES TO THE ADJACENT PROPERTIES. 8. REVEGETATE ALL SLOPES AND DISTURBED AREAS AS SPECIFIED BY THE "REQUIREMENTS FOR EXPOSED SOIL STABILIZATION". 9. BEGIN PAVING AND BUILDING CONSTRUCTION 10. REMOVE ALL TESC MEASURES ONLY AS APPROVED BY THE CITY OF AUBURN AND THE ENGINEER UPON SUBSTANTIAL COMPLETION OF SOIL STABILIZATION, INCLUDING BUT NOT LIMITED TO, MATCHING OF LANDSCAPI AREAS, AND CONSTRUCTION OF BUILDINGS, PAVING, CONCRETE SLABS AND WALKS. 11. WORK WITHIN THE ROW SHALL BE LIMITED TO 15 WORKING DAYS. �I aI 1' MIN. OVERFLOW c 2' FLAT - z i t 3/4" - 1 1 /2" WASHED J F GRAVEL @ OVERFLOW ONLY TOP BERM = 51.0 4' MINIMUM `2" - 4" ROCK / 0 OVERFLOW ONLY SEDIMENT TRAP CROSS-SECTION N.T.S. 6' MINIMUM 12" CULVERT 1' MINIMUM DEPTH OVERFLOW SPILLWAY IE = 48.0'- NATIVE SOIL, OR�� - 1 I_ -r . MIN_ 1' DEPTH ROCK COMPACTED BACKFILL GEOTEXTTLEI -I - II I I -I I� MIN. 1' DEPTH 3/4" - 1 1/2" WASHED GRAVEL b 1OVERFLOW CROSS SECTION C2 N.T.S. FILTER FABRIC FENCE @ PROPERTY EXG 10' X 20' PUGET POWER TOP OF FILL LINE, CITY OF AUBURN STD STL DEV-6 I ESM'T REC. #8806200750 330 5 327.37' 3.5 S 89'57'26" WIF L - - EXTRIDED CONL CURB (TYPICAL) { TCH QQSTING- I I 1111L I I I I I I I I I I II I SU�QE O EXISTING, TYP. EX CBIE IM 50.50 _ i�EX CB ��IE=51.0V-DITCH 0 0.3-7. 0 45.1.5 - - - - \ a'wc- 1 V. = 45.60 RIM = 50.50 PER DETAIL 2 C2 I -°-----m------a-----m----- INV. = 46.53 / I i 7CT - -- I 5 3.5 I------- ----� I I3.- co -- I 9� EiSOU'Tbf .�////////////// ",`�'a• N { �✓///105/OF/EX./PIPEr t- I %��' I ��/-,•/////////////�.////////////// GRADE TO SWALE GRADE TO SWALE ^I I EX CB,;////� I -- RIM _ I EXISTING BUILDING INV. - 46tl 2 15625 SF I I �rr�� PAVEMENT i I I EXG UGET POVI�R_E T I ////////////////// ////////////// REMOVAL I I REC.1#8006060420- CONSTRUCTION ENTRANCE 50, COA STD DTL DEV-5 EX. FENCE TO BE REMOVED OR RELOCATED . EXF I//////////////////r///////////// /REMOVE/EX10E �/ 47"00/////� N -- Sal /'2 IE 51.0 _ �E1(. �GRA'VEL __ _ _ _. I - � � N 89'57 26 f43. W L - - -- -` ----JrL 30 6" DI 4' VA0.E FENCE ��� � V I I ° EX GBH' EX. DUMPSTER CONIC TO BE REMOVED 6rr_Q" o I� N--------�--- 8•PYC -� RIM = 50.50 WALL O J EX CB INV. = 47.00 __ _ _.HAND PLACED RIP RAP, TYP I RIM = 50.50 � � I I I INV.( = 46.551 I I I EX. TRASH I I 1 AREA REMOVE EX. FENCE i _ --- --- _ I o VV I N 89'57 26" E W 40TH ST. N.E. P.N.B. TELE. ESM'T REC. #8810240562 -- i EX CB --- -- 0.50 - EX CB GRADE TO DITCH IM 50. 0 EXISTING HOUSE & � 'I - I I f INV. = 47.32 = uj o o - - _ INV. _= A7_ 0 W SHED TO BE REMOVED o o c it _ iI a T om 4 f i REMOVE EX. CURB INLET PROTECTION _ - - - - _ , ; IE=49.6 IE=49.68 m � '~4 PLACES PER CITY - - - I � - - �-OF AUBURN DTL DEV-s- - - - � TOE OF SEDIMENT SLOPE, TYP. TRAP DTL 1 /C2 92' 113' EXISTING HOUH ---- II / --- 4'1 N I LL= DUST CONTROL NOTES 1. CONTRACTOR SHALL MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION PRACTICES SUCH AS SEEDING AND MULCHING, AND EROSION BLANKETS. 2. DURING CONSTRUCTION AND DRY WEATHER, SPRINKLE THE SITE WITH WATER UNTIL SURFACE AREA IS WET. REPEAT THE PROCESS AS NEEDED DURING THE DAY. 3. DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC STREETS ADJACENT TO PROJECT WHICH WILL BE USED BY CONSTRUCTION TRAFFIC SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION. 1 - - - MATCH OVERFLOW 4' BERM w 1 EXISTING ELEV = 51.0 / ESM'T REC. #85 6210939 ESM'T REC5073112� �S'l18(2ADE / - "N -Uw- - - a N 137.15' IE = 48.0 cm d - - - - ----- --- ---- -- �T- ---- -- d 1Zb L---- ---- ----- - ---- ---- _ FT ova - EX.-� «NC. w --- w--- "-- w------■------■--- - - - caccareaGUTTER 1z' a1. WA�t _ EX. ST RISER EX. 12- - - EX. 12' I \ \ f- "-------"-- LINT--�-w-- / MkM7' 6'E N$9T 1 7 4' 1 SAWCUT LIMITS, REPAIR. INKIND - ` � ,� - E- r - -- -� C8 RMi-46_i7 I 8 - .10 / 'iJ I I IE 6"PVC N-46.6 I r " G IE 8'PWCSS-47.0 SSMN 01.52.65 ,2' SAN_SEWER - d I _j - i 6 P� S 4a.1 40TH ST. N.E. , �, , 4 , 2 Py� - - - - - - -1 - - - C/LGIMI-M., rt---X®7.14% 1 1 .- - SSMH RIM-50.18 I I I i / Q- DITCH LOCATION & EARTH WORK QUANTITIES & NOTES SLOPE PER PLAN ALL = 3000 CY CUT = 1000 CY QUANTITIES ARE ESTIMATES ONLY AND SHOULD NOT V, BE USED FOR BIDDING PURPOSES. 1 Lu TOP 12" OF FILL SHALL BE CLASS A. REMAINING 2 MAX, ALL SHALL BE CLASS B. SLOPE 2 V-DITCH C2 SCALE TESC PLAN,�i -��NORTH UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS BY, OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS TL SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. COr TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. REQUIREMENTS FOR EXPOSED SOIL STABILIZATION 1. SEASONAL REQUIREMENTS: DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE OR EXCEPTED IN THE FIELD WHEN IN THE JUDGEMENT OF THE BUILDING OFFICIAL OR THE OFFICIAL'S REPRESENTATIVE, SUCH SCHEDULE IS NOT WARRANTED: FROM APRIL 2 TO SEPTEMBER 30 , ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO APRIL 1, ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. 2. STABILIZATION METHOD: HYDROSEEDING & MULCHING A. 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.) B. 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 PREFERABLE "CAT WALKED" UP SLOPE. C. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST USE NON -PHOSPHOROUS FERTILIZER. D. 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 (LOLIUM MULTIFLORUM) 40% 98 90 CHEWINGS FESQUE 40% 97 80 (RESTUCA RUBRA COMMUTATA) (JAMESTOWN,BANNER,SHADOW OR KOKET) WHITE DUTCH CLOVER 10% 96 90 (TRIFOLIUM REPENS) E. "HYDROSEEDING" APPLICATIONS WITH APPROVED SEED -MULCH - FERTILIZER MIXTURES MAY ALSO BE USED. F. 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 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE 'S CONSTRUCTION RECORDS. DATE - BY CITY. DATE PROJECT REF: FAC0032-99. BLD0407-99 THESE PLANS ARE 'APPROVED' FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS Approved By. Date Approved- 0 � Q c� H U 0 P-1 Z > � cp CV I 1 \ CD rn W V) 04 Z W 3 pr- OC Q 0O � V) Z Ln EC14 O ul Z m D Q w m 0 U V) W 0 Z � 117,111 Lt_ Ii1 CV N ul z LLJ CIO d cCL -c a. a � o 0 r r4w_m%711iu 'r,r0 I, 11103 p 70NA L EXPIRES 6/23/20 DATE 6/9/99 DRAWN S.S. CHECKED L.K. JOB NO. 99065 SHEET N0, C 2 R.E.I. FILE:/ C2-065.dwg , 02/17/00 09:16 00 D 115q5 1' MIN. FREEBOARD HYDROSEED OR SOD 3" DESIGN DEPTH DURING 6 MO, 24 HR STORM 4" MIN. TOPSOIL BOTTOM WIDTH = 14.2' EROSION CONTROL BLANKET (JUTE NETTING OR APPR'D EQUAL) 15.7' HYDROSEED OR SOD BIOSWALE GRASS SEEDMIX (MAINTAIN 6" GRASS HEIGHT AT SWALE) BIOSWALE C3 N.T.S. 40TH ST. N.E. B10SWALE GRASS SEEDMIX (FOR BIOSWALE SLOPES < 1.0%) 20% TUFTED HAIRGRASS (DESCHAMPSIA CAESPITOSA) 20% AMERICAN SLOUGHRASS (BECHMANNIA SYZIGACHNE) 20% WESTERN MANNAGRASS (GLYCERIA SPS) 20% REDTOP (AGROSTIS ALBA) 20% FOWL BLUEGRASS (POA PAULUSTRIS) EACH SEED TYPE TO HAVE 92-95% PURITY AND 80% MIN. GERMINATION. APPLICATION (PER ACRE): 2-3 LB. SEED MIX 435 LB. 10-20-20 (N-P-K) NON-PHOSPHEROUS FERTILIZER 1500-2000 LB. WOOD CELLULOSE FIBER MULCH NOTE: BIOSWALE TO BE FULLY ESTABLISHED PRIOR TO INTRODUCTION OF STORMWATER RUNOFF. IRRIGATE IF NECESSARY. 0- - - ' W EX 12=O.L WATER-W- - - - 3- -- - - N89'57'26'E 34 8-RI}A d IE6"PVC N- 4 b j EX 12" SAN. SEW - - _ IE 8"PVC S=46.3 ------- ss-- - - - - -- 4. SS-r- -77-- EL. 47.4 MIRAFI 140N GEOTEXTILE FABRIC - lill col L--- 8" SLOTTED PVC EL. 46.33 ° - 0 0 EL. 46.0 - I �_ O o 0o p -T- Ilrl 15' 3/4" TO 1 1/2" WASHED ROCK GROUNDWATER EL. 45.0 STORM &GRADING PLAN INFILTRATION TRENCH NOT TO SCALE ..��nlllllf�l�lllliu�,._ It u rvu �)=4i.0 C/L CHAN=44.1 ' UIILIIY UVNI-LIU1 NUIt: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOUNG ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. METAL FRAME AND SOLID ADJUSTMENT BRICK COVER RIM=52.0 (4" MIN., 12" MAX.) 8" CAP ZBER GASKET - SHORT NIPPLE (LUBE BOTH ENDS) A.C. OR G.P.K. MANHOLE ADAPTER Qa = 0.76 CFS 8" PVC SDR 21 8% 8"x 8" PVC TEES RUBBER GASKET JOINTS L 8" RUBBER GASKET PLUG W/ 5.36" 0 ORIFICE FFSET TOP SLAB 12" HDPE INLET 8" HDPE BYPASS, IE = 49.47 �O STANDARD GALV. STEEL LADDER/ STEPS CATCH BASIN TYPE 2-45' BIOSWALE CONTROL STRUCTURE, CB #8 W=1'-O" CB / MH SCHEDULE # TYPE RIM IE COMMENTS 1 1 51.08 49.91 GRATE 2 1 51.0 49.59 (8" S) 49.76 6" N) GRATE 3 1 50.85 49.25 (10" S, E) 49.41 (8" N) GRATE 4 1 51.0 48.77 (12" S) 48.94 10" N GRATE 5 1 51.8 50.50 GRATE 6 1 51.3 49.87 (10" W) 50.2 (6" N) GRATE 7 1-L 51.0 48.55 GRATE 8 2-48" 52.0 49.47 (8" E) 48.47 (8" S, 12" W) SOLID LID, DTL 3/C3 9 1 52.0 48.44 SOLID LID 10 2-48" 51.3 46.33 (8" E) 48.97 12" W SOLID LID 11 1 47.8 46.35 GRATE 12 2-46' 53.0 1 46.33 1 SOLID LID PIPE SCHEDULE CB TO CB PIPE LENGTH & SIZE PIPE TYPE SLOPE REMARKS #1 TO #2 50 LF 6" DI CL. 50 0.30% #2 TO #3 62 LF 8" DI CL. 50 0.30% #3 TO #4 102 LF 10" DI CL. 50 0.30% #5 TO #6 97 LF 6" DI CL. 50 0.30% #6 TO #3 206 LF 10" DI CL. 50 0.30% #4 TO #7 65 LF I Z HDPE 0.30% #7 TO #8 34 LF 12" HDPE 0.30% #8 TO #9 5 LF 8" PVC SDR21 0.30% #8 TO #10 5 LF 8" HDPE 10% #9 TO BS 19 LF 8" HDPE 0.30% BS = BIOSWALE #10 TO #11 132 LF 8" SLOTTED PVC 0% #11 TO #12 1 116 LF 8" SLOTTED PVC 0% RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. 0" DATE: q - /P mON:U CONFIRMED BY CITY: DATE: PROJECT REF: FAC0032-99 BLD0407-99 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS Approved By. Date Approved: 0 Q j o I- }}te�a 0o O n� z V Q J 00 > `a N U � 00 V) � VD �' U-) W cn z z T W 3 s V z o J > ono Ln z C N O rn a 0 U �¢L'j z �^ V Z Q 0 _J z O m I- L.+n z N� Q z ry U � m W Q J O h- �= N m O o �- o rn Ln cc 00 F- Y U W Z W W U � o Lf) O _a d z � a- L ZD m Q Z N 0 in o �ON RU XVA L ECG\ EXPIRES 6/23/2000 DATE 4/21 /00 DRAWN S.S. CHECKED L.K. JOB NO. 00057 SHEET NO. C3 R.E.I. FILE:/ C3-057.dwg , 08/11/00 12:11 i 00 01 595- I rl ZONE - , I C 3 I I 7' " W i I � r c� I •EXI EXTRUDED CONC. CURB TYPICALFF I I h I 1--..-L-_ j j I 1 I I 1 I 1 1 I I I �c'J '-�FiGP iGF�-{ TL i g�i { 13 ( I I �G� 1 __ � i i i i i i� � , I I I I I I I I I I I I I I I 1 I I I I -----------G------------ 1 � G--=�---------Go- 1-,�4� GAS SER�JCE o I f� p I I I " pVC yN j ��- --- 1'--- -i - -_ -.f -r I J_ I I I I I--------- ------ ------- i J I I I I IS CL ---- S4 1 N - :P ----- ----$ 8"-SA = - I I 1- 1 I 1� L---------tW------- - I ' ------ EXISTING BUILDING I NEW I I I LLLv11L ------ i 15,625 SF ------ BUILDING It ADDITION 00 i i i PLUMBING00 \ w i I _____ i i 15,625 SF BY OTHER 3 --- i ; FF=52.15 - I z 1 1= v- I I � I I , I I 1 00I I 1 I � CO. g 1 I �- 90' ELBOW 115.00' 4 C5 EXISTING BUILDING LOT 2 NEW PARKING LOT RE HYDR T A Y OA STD DT W -1 CONIC �LKG COA TD D W L-1 8 6 DI 8 x8 x6 TEE (MJxMJxFQ- " 16" GV (MJxFL) 8" CAP (MJ), lo NEW 15' PUBLIC - 30' 8" PVC SDR35 1.5� WATER EASEME -Y4" FROST FREE I I 45' ELBOW HOSE BIB TYPE I�44' W W R i I 52 PVC SDR + ' o------ - - - - - - - - - - - - SD ------- 6" PVC , I I I ELBOW II 35 ® 1.0% MIN I ' ' J LOT 1 TOPCRO45.93 I V I I I ' 4S"- Ck3 ATE RIM=51 0 IE=45.�4 TEE A OU ET) I , IE WATE 4 CD - . 1 i PVC SDR35 (DCROSING C 1. 10 I �, TOP SSS 46.12 ------------- ------- - 144' PVC SDR35 200 C I I IE STORM=49.1 ------! 1.0% MIN --------' 10'I N 89'57'26" E ------ C I I Q------- ---- Q ---Q C-------- C--------' i ------- C ----- I � I I - - � CO.4 234, 8" DI o------- - - - - - - -�---- R I 256' 1W N C-------- I I WATER --- ---- - --- --- ------ -- ', 45' ELBOW_ I I2-0 NfCT-TO EX. C 31 PVC S STUB, 45' ELBOW, _ ------ SDR35 ® I' 'rREDUCER IE=43.6t ( N ; IFY , 1.0% MIN 40TH T S . N.E. 212.37' " 0=89'02'13.2' II Il I I I II II I A o 50 ZONE R4 co CV I o � rn a' Ln -c x 0 z Z O CO �- L N !� Q U Iii J F- m 0 rillo LLJ L,J � z J Ld F- Q W J w 0 0 0 co 0 00 ---LOCATION & INVERT --- - - ---- -- ----- - -- - -- - --- - -,{ - -- T EX SS PRIOR TO CONSTRUCTION) ---- -= i --- I 45' E�180 - _ ry -------- -- --__� - ,_..- - - - - _. _ " --- --- -- _ _ ---- -! -R_22' --- --- -+i � 1" WATER METER --- ,* - I 1 COA STD DTL WASM-1 i 1 TAP x I - 85.6 x ► 5 � > ` ------UGP- ___ -_ _ - x �i1_ �c - �.�.�-s r - - - �� - _ Y -�c x_ - _ _� -- 13Z -- - - - - -- - ' e�f-U6T----------LL( T----------V ol----------�-`7" -----------------------------� --! CONC. WALK EX C WALK I g , 0 -------- i " fGATf01r-DEDU�`T I EX CONC. CURB & GUTTER ®m I 1/i TAP 1 WATER Ix EX 12" D, 1. WATER , 5 ----------- W---- " D,1. WATER ------------ - ---- COA WADM-=1------ - ---- ----' -- ---- _ W-----}-----W-------- W-- �V W----------- W-------- VV m Lu - - - - - N89'5T26'E _ -i J34.24� - - - - - - - - - 1'26=E - - -- ' R.����A(1 GZ< N89'5 734.24 I IE' 6"PVC N=46.6; EX CB RIM=51.10 EX' " X 3 IE 8"PVC S=46.3iQU " " I SSMH RIM=52.65 EX 12' SAN. SEWER _ -- ___t_�__ - 12 x12 x8 TAPPING TEE 40TH ST. N. . IE 8"PVC S=47.0 / _ ��, I , ---------------SS----------- Ts-- SS- ------------- I CA CHAN=44.1 S,4T LIMITS, FULL SADDLE 8 G.V. (MJxFL) I 'y ___________#_______� TYP R IR IN KIND CONC BLKG COA STD DTL WABL_1 -_- m-- CONC. CURB & GUTTER W__--- --_----------- CONC. WALK i CONC. WALK h CB RIM-49.69 EX SSMH RIM=50.18 4 IE 8"PVC N=44.5 C/L CHAN=42.6 SDMH RIM=51.19 I / CB RIM=51.14 IE 15"PVC I IE 15"PVC E=44.5 IE 12"PVC S=44.4 IE 15"PVC W=44.1 WATER &SEWER PLAN i = 30' NORTH IE 15"PVC W=44.6 IE 15"PVC E=44.6 TOP 15" WATERLINE=45.6 IE 8"PVC N=45.1 IE 12"PVC E=45.1 UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. RECORD DRAWING CERTIFICATION THES DRAWINGS CONFORM TO THE CONTRA TO ' CONSTRUCTION RECORDS. i BY-ML9 DATE: 0-02 TIT /POSm N:_ CONFIR BY CITY: DATE: PROJECT REF: FAC0032-99 BLD0407-99 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS Approved By. Date Approved: � z LLJ w w U o O J J z N 0 o Q E N 'P ssFC/ STE- aNA L ENS f _OPIRES 6/23/20i DATE 4/21 /00 DRAWN S.S. CHECKED L.K. JOB NO. 00057 SHEET NO. C4 Q Z D m Q M R.E.I. FILE:/ C4-057.dwg , 08/11/00 13:04 n q R.E.I. FILE:/ C5-057.dwg , 08/11/00 12:22 = L Q U 7&,w T. s c `C",� t- l G .�. t_ t-t ,� !�. I G d /�. /A, !`-a .d. /A, 1� � � 1 • - ® — G TZ I t�. l V s P. > T" U t_ u S A '� 1 C-r 1 11-11, -7 l&-1 C. c-, L- cJ c IzD L-) s W H 1-7 t? Z -- _- -- -- _` 7."f-->r Ems- C:,' S 7"4-4 u �-4 �.�: � (�. �� l ,�. ►�.� ,<�, _ __ - _ _ _ , _ .J ��. t=� ,�-`�. � �. � � 4-1 c t- t - 4 r F=- .&,1A, -- C Z L_ i%-e-- �-' F 1 1- -tz-- • --- _ _ 2 O j� l._ � T' A. f`.1 L,} � r� G- �-'2 1 � C� L� 1 �.. L C� 1�-;- � U t� _ �-L- �-� �---T-.2.. � 1� I ce- �� a , G, �! t (?� U 2 ! 4 C) h-4 U by F-1 1 �4 A, L_ L 4 t_, ,1`l T l � 4 C A9MA,\1-1 t`l C �• /�'� 1 N, � � - - -- -__ � ' �-�'_ t �.�1 t � � L � r c LANDSCAPE PLAN 1" = 30' NORTH THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. r-11 i N: F� RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE ►NTRAGTOR'S CONSTRUCTION RECORDS. CONFIRMED BY CITY: PROJECT REF: THIS PLAN SHEET CONFORMS WITH CITY OF AUBURN PLANNING DEPARTMENT MINIMUM LANDSCAPE REQUIREMENTS DATE: E - I 1 - 0 I Approved By. DATE: Date Approved: w m 0 D O � Q o � a � V) Q z 00 w w z {� w Z (`U UJ1 z 1� O z Q r LLJ r Q U () z w Q w cn 00 N o .- rn � M Ln 0 L 0 z 3 cm C 0 6) > M Q 00 C Ln N Q W F— DATE 10/13/99 DRAWN E.N. CHECKED E.N. JOB NO. 99146 Ll Q z ry D m D Q OAV Q z m m D Q O N O "t R.E.I. FILE:/ L1-146.dwg , 10/15/99 15:58 OoD lS'9.3- LANDSCAPE PLAN g 1 " = 30' NORTH UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 0 2_!i_ _22.5' Sh11tiL-_1RD _1812 - 1.2 F A Ii — 11 — 12VAN 2.5,5' 23. 2a5 =4 27. ' 16.5' Il 2M ! 2'S-_ , 35 2 I 1 i $15 CST_ - II_ I5 EST csT2 L--_ �.-2 - G� 1 i18 i5�5_--�8-��-gb-i2 -10� 1i �16 )�- 1 15 T -z- ---�- �1 i —ESP- I(S Lx} - .=F1•bcc . EEC)- JYS" o c \/A *1-4aTap- Fi!-; q cT+ mfR_s =UsB GLASS 2==c> PVC ptP� RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE INTRACTAR'S CONSTRUCTION RECORDS. DATE: - r� CONFIRMED BY CITY: DATE: PROJECT REF: THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS Approved By. Date Approved: w J m 0 z � z �o m �- 0 N p Z4�Q E N Q z 1y D m Q OAV Q z m m D Q O N O d DATE 10/ 13/99 DRAWN E.N. CHECKED E.N. JOB NO. 99146 SHEET NO. L2 R.E.I. FILE:/ L2-146.dwg , 10/15/99 15:59 00 0 l s-Cfs 2" mulch La Topsoil bed LAWN / PLANTING BED DETAIL No Scale Finish grnda / Top of mulch Po —Up spray sprinkler w%plastic MPR nozzle V1 2—Inch male NPTx .490 Inch orb Elbow 12" Nipple or Funny Pipe PVC Schedule 40 Tee or Ell J V1 2—Inch male NPT x .490 Inch arb Elbow PVC Lateral Pipe POP—UP SPRAY SPRINKLER No Scale rune diseased and broken branches _Wntar hngin with 2" mulch �- Compacted topsoil water thoroughly, fertilize as req'd i=, •��'_n11�1�J1 Planting hole min. twice size of root ball SHRUB PLANTING DETAIL No Scale Paving i i i—� i i_i i,—, i i—i _. oe b 1II= i, i— fflSelectiii remove rocks, —= 7 1- iI1--L_i11 debris and=ll1-1L= _ r— shnm oh iPcts - r-111J11 — rr L 00 PVC Class 200 sleevingg twice size ot- pipe Lateral or -- Mainline SLEEVING DETAIL o cale Gate Valve Plontin twice ball 0 TREE PLANTING DETAIL No Scale nick, oupl r Valve or win er bowout— Prune diseased and broken branches 16 gauge steel wire through clear vinyl hose below first crotch 2x2 wooden stakes securely driven into ground. Stain brown. Water basin with 2" mulch Un lazed planting pit surface 1/2 topsoil, 1/2 native soil, water thoroughly, fertilize NOTES 1. Subgrades, including berms, to within 1/10th foot provided by General Contractor unless otherwise noted. 2. Subgrade shall be scarified or rototilled if conditions require. 3. 2" depth 3—way topsoil or equal in all planting areas. 4. 2" depth fine grade bark mulch in all planting beds. 5. All plant material shall be healthy, full and conform to USA standard nursery stock, latest edition. 6. Plant material or size or kind not available may be substituted only with approval of Landscape Architect and Owner. 7. All mass plantings shall have triangular spacing. 8. All tree pits shall be inspected to insure proper drainage. 9. Positive drainage shall be maintained. Mound planting areas minimum 12". 10. Shrubs and trees minimum 42" from curb for car overhang unless wheelstops noted. 11. 8" wide bark mowing strip where lawn is adjacent to building. 12. Landscape Contractor shall maintain site until final inspection and acceptance by Owner. Pressure Reducing Valve, Finished grade — if required Master Valve, if required Select backfili; remove rocks, PVC Mainline debris and sharp objects Double Check Valve Stub out from Domestic Meter, or separate irrigation meter POINT OF CONNECTION No Scale UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. PVC Class 200 Lateral PVC Class 200 Mainline Valve Wires TRENCHING DETAIL o Scale RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE )NTRACTOR'S CONSTRUCTION RECORDS. 2 CONFIRMED BY CITY: PROJECT REF: THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS n Approved By. DATE: Date Approved: U a � 0o Q Z i 00 V) W Ln Z 0 u (� z Z W o 3 Q� Z a—Ti o t / F-oo --� — 0 c V)Ln J Z ` N O a7 � U �Q� C CD M z � Q z �C) m f—® z Np U z ry m Q w —J � O N m D O �} Z C) f— !Q V Q Z~ LLJ Q_ Q V / w 0 J J w J 0 Ln = C o ° U N DATE 10/13/99 DRAWN E.N. CHECKED E.N. JOB NO. g7)4t Ili 1C, SHEET NO. L3 P F.I Pi F. _ 13—n65 riMin 12 -�n 99 13:n1 00,01 S'R,S� LEGEND DESCRIPTION NEW EXISTING EX. 12" STORM STORM SEWER D EX. 8" SEWER SANITARY SEWER S WATER W EX.-2" WATER AC PAVING CONCRETE PAVING INFILTRATION TRENCH SPOT ELEVATIONS +xx.xx �xxxx CONTOURS 50 PARKING O5 STORM MANHOLE 0 0 STREET LIGHT - WHERE OCCURS 5' CONC SIDEWAI.'C PEI COA STD DTL STSW-1 2-- % 33.5' r 6" BARRIER CURB & GUTTER PER 5' L/S 1 WSDOT STD DTL F-1 & COA STD DTL STCG-1 STRIP 'ji DESCRIPTION NEW STORM CATCHBASIN ■ SANITARY SEWER MANHOLE WATER VALVE H FIRE HYDRANT TELEPHONE MANHOLE POWER VAULT STREET LIGHT �— UTILITY POLE FOUND CASE MON 20' PAVING 11=1 11=1 11=1 11=1 11=1 I- 4" CONC - - 2" CL. "B" ACP 2" CSTC 4" CL. "E" ACP 8" GRAVEL BASE SUBGRADE COMPACTED TO MIN 95% OF MAX DENSITY PER ASTM D-1559, MIN CBR OF 6 NOTE: THE STREET PAVING SECTION IS BASED ON TRAFFIC CONDITION 2 FOR A MINOR ARTERIAL AND A MINIUMUM SUBGRADE CBR OF 6. STREET SECTION STA 2+30 TO 3+95 5' 4' —(T' ALTERNATING RED & WHITE FORIZED STRIPES, TYP RE TREATED 2x8 HF #2 W/ GALV. CARRIAGE BOLTS EA. "P 0 I URE TREATED 44 HF #2, TYP 0 CONC. TYP 2 BARRICADE DETAIL cO 1/2"=1'-Q„ 3' EXISTING El m 0 -o- ROW LINE (FUTURE CL) HYDROSEED SLOPE MAX tI YEXG GRADE SW 1 /4, SECTION 31, TOWNSHIP 22 N, RANGE 5E, W.M. GENERAL PLAN NOTES ABBREVIATIONS 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. BLC - BUILDING CORNER MH - MANHOLE 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE C - COMPACT MJ - MECHANICAL JOINT DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CB - CATCH BASIN OH - OVERHEAD CONSTRUCTION," 1998 OR LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN CL - CLASS PL - PROPERTY L I NE STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. CO - CLEAN OUT R - RADIUS D - STORM DRAIN RW SS - RIGHT-OF-WAY - SANITARY SEWER 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE STANDARD CONSTRUCTION NOTES, STANDARD DETAILS AND DDCV - DOUBLE DETECTOR CHECK VALVE SQ FT - SQUARE FEET SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. DI - DUCTILE IRON DS - DOWNSPOUT S/W - SIDEWALK 4. APRE-CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION D/W - DRIVEWAY TC - TOP OF CURB PROJECTS. EL - ELEVATION TP - TEST PIT ESMT - EASEMENT UNO - UNLESS NOTED OTHERWISE 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATIONS, LOCATION MARKING AND RESPONSIBILITY EXG - EXISTING FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF FD - FOUNDATION DRAIN S - SOUTH WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FDC - FIRE DEPT. CONNECTION W - WEST FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION.) FF - FINISH FLOOR E - EAST FH - FIRE HYDRANT N - NORTH 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR FL HC - FLANGE JOINT - HANDICAP NW - NORTHWEST IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS IE - INVERT ELEVATION SW - SOUTHWEST AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. LF - LINEAR FEET NE SE - NORTHEAST - SOUTHEAST 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE LS - LANDSCAPING 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 THE CONTRACTOR'S OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. ROW LINE 1 f 5 CONC SIDEWALK VARIES 35.95' TO 33.5' VARIES 31' TO 33.5' L/S STRIP CC CURB 20' PAVING VARIES 2.5' TO 5' NOTE: SEE 1A/C1 FOR FURTHER INFORMATION STREET SECTION STA 0+52 TO 2+30 1 "=5' ROW LINE VARIES 4.95' TO 0' 3 ROADWAY CL I I I T I e� �I AI � el I� I VICINITY MAPNTS NORTH ZONE �-od--- - I Iu I 11111111 u I I I I I 1H I i \ _I I uIII illilluilil L FI' LOT 1 C� —I L _ a � man __j__jaw._ m... s. 4W K ILE — •IOM IL ILE 6 UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. KEY PLAN i =1oo NORTH DATU M CITY OF AUBURN DATUM BM #1-D FOUND RR SPIKE IN SE FACE OF UTILITY POLE UP1.2% 3.0' N. OF CENTERLINE 40TH ST. NE., 35' E. OF CENTERLINE OF "I" STREET, ELEV.=53.43, NGVD 1929 VERTICAL DATUM. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY; TITLE/POSITION: CONFIRMED 3Y CITY: DATE: DATE: PROJECT REF: FAC0032-99 BLD0407-99 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS Approved By. Date Approved:/d Q r o U o= 0 Q 00 l� J 5; `2 N cn V I CD rl) Ln W Z 0 u C� Z Z T W 3 Q� Z o ri CO J >Q00 c Z O a' U �Q� z w C m LLJ r JJ z V) ., x x w J F'- w V) f— LL.J LLJ c) Ll _1 C) U 0 0 Ld v w w Cn z c- o � a d a uj d a- 0 0 V) (/) ? pl� 0:: � DATE 6/ 16/00 DRAWN s S CHECKED J.D.P. JOB NO. 00078 SHEET NO. c 11 f R.E.I. FILE:/ Cl-078.dwg , 07/17/00 09:12 A/ 00 VICINITY MAPNTS NORTH ZONE �-od--- - I Iu I 11111111 u I I I I I 1H I i \ _I I uIII illilluilil L FI' LOT 1 C� —I L _ a � man __j__jaw._ m... s. 4W K ILE — •IOM IL ILE 6 UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. KEY PLAN i =1oo NORTH DATU M CITY OF AUBURN DATUM BM #1-D FOUND RR SPIKE IN SE FACE OF UTILITY POLE UP1.2% 3.0' N. OF CENTERLINE 40TH ST. NE., 35' E. OF CENTERLINE OF "I" STREET, ELEV.=53.43, NGVD 1929 VERTICAL DATUM. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY; TITLE/POSITION: CONFIRMED 3Y CITY: DATE: DATE: PROJECT REF: FAC0032-99 BLD0407-99 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS Approved By. Date Approved:/d Q r o U o= 0 Q 00 l� J 5; `2 N cn V I CD rl) Ln W Z 0 u C� Z Z T W 3 Q� Z o ri CO J >Q00 c Z O a' U �Q� z w C m LLJ r JJ z V) ., x x w J F'- w V) f— LL.J LLJ c) Ll _1 C) U 0 0 Ld v w w Cn z c- o � a d a uj d a- 0 0 V) (/) ? pl� 0:: � DATE 6/ 16/00 DRAWN s S CHECKED J.D.P. JOB NO. 00078 SHEET NO. c 11 f R.E.I. FILE:/ Cl-078.dwg , 07/17/00 09:12 A/ 00 STA 3+96, 13' LT "END ROAD" MARKER PER MU , 18" DIAMOND, RED LECTOR, 4' MOUND HT STA 3+96, 8 LT.&18'LT. 52.73 BARRICADE P R DTL 3+95 - 2/C1 w° _u CL SS o f CL W v� STA 3+92, 17.5 LT 12x12x6 TEE (FL h` 12" GV (FLxMJ) 6" GV (FLxMJ) 12" CAP (FL) CONIC BLKG PER COA STD DTL WABL-1 STA 3+92 25.5' LT FH ASSY PER COA STD DTL WAFH-1 56 54 3H: 52 46 44 7.5' —0 I 0 CONTRACTOR SHALL COORDINATE W/ CITY OF AUBURN OFFICIALS TA 3+90.5 7.5' IT AND ADJACENT PROPERTY NEW TYPE IN-48" SSMH #209-40 OWNERS FOR CONNECTION TO STA 2+45 RIM 52,57 EXISTING RESIDENTIAL DRIVEWAY FUTURE STREET 22" �SS 45 28 LIGHT N (PROVIDEif uT FOR o ZONE FUTURE EXTENSION \ R 2 26 LF 11h" RIG1 CL ��� ��, HOT GALV. STEEL° o , o CONDUIT, CAP FOR 1 ` FUTURE STREET LIGHT- 0 V)� cn / 9 f.410 150 LF 2" PVC SCH 40 CONDUIT, CAP FOR FUTURE STREET LIGHT NEMW IYP� I11-48" SSMH #309-67 ZONE SSTA 0+55, NEW TREET LIGHT PER 5COA � IE 12S 44.78 STD DTLS TRSL-1, TRSL-2, IE 12" N 44.88 R 4 TRSL-3, TRSL-4 & TRSL-5, - - - - - - 48 - - - - ti- `SATE AT FRONT EDGE OF ohh CAP IE = 47.01 , - , L 24"x24" STOP SIGN PER MUT DTL R1-1 MOUNT - - Cl ROADWAY CENTERLINE 51.73 1+95 'STA 1+95 NEW TYPE RIM 51.13 IE 46.91 I JUNCTION BOX PER � #° COA STD DTL TRSL-4 5' CONC SIDEWALK PER COA STD 1 DTL STSW-1 1 11 � � I 1 11 ti I �o� I - I 11 - II I - o REMOVE 24 LF EXG 6" SIDE SEWER STA 0+21, IE 44.51, NEW 12 LF 6" PVC SOR35 SIDE SEWER, TEE TO NEW 12", CONNECT TO EXG 6" EXG 6" SIDE SEWER TO REMAIN STA Oa ' T. "DEAD END" SIGN PER M 10-D DTL W14-1 BM#241-1 A FOUND R.R. SPIKE IN S. FACE U11UTY POLE UP 1.2', 3.0' N. OF CA 4W ST. NE., 35' E. CA "I" ST. l t . d'Tc-R � M' 3 y, a. 1 F R . q� LF t r v 4T S _ l!b�ss.._ — JUNCTION BOX PER i ' LT �� �� I COA STD DTL TRSL-4 a I TA 0+92. F 12x12x ti E MJx JXFL) STA 0+53, 22' LT „h 1 �" GF xMJ) QJ ONC BL G PER RIM 51.84 COA STD DTL WABL-1 IE 12 N&S 45.85 I I 186 LF 2" PVC SCH 40 CONDUIT \ STA 0+92 25.5' LT STA 0 AI=89'02'112 \ ASSY PER COA -STOP- FH+4+40 L 1=34.19 \\ STD DTL�#AFH-1 COOTD D_220 TRLM-3� I o} i V 0 " I" STREET PROFILE- 1"=20' HORIZ 1" =2' VERT 1 I I I II I I I o I I I EXG CAP CL RIM SSMH 309-20 CL RIM 52.65 IEEXG I2"S44.10 IE NEW 12" N 44.20 _ _ 1 (REMOVE 6" SIDE SEWER TO NORTHEAST AND 1 _ RE -CHANNEL FOR NEW 12" TO NORTH) T CONSTRUCTED CENTERLINE OF "I" ST NE �o SOUTH OF 40th ST N.E. 1 �� 52.8 \ 1 REPLACE EXG 12" TEE WITH 12" CROSS, ADD 12" GV (FLxMJ) 1 \ \ 1 SAWCUT AND REMOVE EXG PAVING ALONG LANE LINES (11'OC), REPLACE 1 70 MATCH ER , MATCH EXG GRADES �{ C I o0 UNLESS NOTED OTHERWISE I 1 I I NEW TYPE it CB I o W SOLID LID, 24 DIA RIM 52.5t (MATCH EXG) J IE 12* 45 5TIEXG) IE 12" N4(MACHEXG) o`� I 50 LF 1 Yi" RIGID HOT GALV. STEEL CONDUIT POWER VAULT & SERVICE CABINET / x I ci PER COA STD DTL TRSL-3, w �► W I L.Lj `� VERIFY LOCATION W/PSE i o x>< wl Z I I I I I I I EXG CB #H18J RIM=51.14 IE 15"PVC W=44.8 EXQ CB RIM=51.10 "PVC 01 IE 8"PVC N=45.1 IE 12"PVC E=45.1 IE S=47.0 UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION, IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 56 54 52 50 48 BETWEEN WATER & PACK W/ SAND 46 44 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY; DATE: TITLE/POSITION: CONFIRMED BY CITY: DATE: 0 Q o U ca► D � O P-n Z 5 f 0 \ o n L I+J ccnv n� z Z >. W 00 Ln Z C N © LJ z m L,J z � L,J W � W W V) LY_ W I Lt_ O w rl J H H t w PROJECT REF: FAC 0032-99 BLD0407-99 # DATE 6/19/00 THESE PLANS ARE "APPROVED" FOR q,p0 DRAWN S.S. CONFORMANCE WITH THE CITY OF AUBURN �.1 ENGINEERING DIVISION'S REQUIREMENTS CHECKED J.D.B. Approved By. �fG,u / JOB NO. 00078 Dote AWoved: � 9lda SHEET NO. C 2 R.E.I. FILE:/ C2-078.dwg , 07/18/00 09:L, i -FD1-- A I� l -I� L__ I S T -L- R C-,F W rz) au - T a -c-;� M i c .� 1� 1 r� /ti _ _ G c� i� /A. � I_I S -- . — f'> VE�'j- U C_... U r�, �' �_ ,d. S "t_ l t /-�. -C" �.� I G, c� �. �J /� Ip—-1-A o V--1-4 i a, _11= I u S Z .... -- -A P� 1_sE p t $, �?t_.,a• T_;�t, t.�,j_s -.._.. G (Z. 1 G7 l_.. 1 ,� —�_ _ —_,— �— I�-1 t� U l�l L •& f H _L.Z > J? (3 14 J F-.A-- 1-4 V::-1 >E` -:0 I-4 uT 14.G : �Q.►. -- �! 1.1-�1�'� �-/._a �_1.,1JALQGG;L Q � Z�L.,.lS ` � Nt �P...A•G� t�_'_- - -- - ---- - - --- --- __ _ _ - . _�.l�IE�IrD G'P_.E.�.t� A'�.�oi�-�J 1'T'�E. . _ ___--- -- -- - - --^ - � _ ____IG-�_ f--4 t� 1 �C.1 M I`.: l G k.- _ __ _.._ ,��i-'c.GT'd ST'!�•'P f-! L OS U��t.��•�,_� ._._ .`_ rV^ 4n, v nn1 —1— nnurrn J P.N.B. TELE. ESM'T REC. #8810240562 ai .i o i N8957'26"E c— 734.24' `' 40TH ST. N.E. CD LANDSCAPE PLAN wI�I�m►11T t = 3o NORTH N89'57'26"E 734.2,V _ 40TH ST. N.E. t!�'I-Z-1�- FEZ 5exict-I 3. o9.`•i of " pe&W ►�,wuM.: �I 1811 -- �. 81 !_ ,A V-. Glil'ti N. t;IJ l ltH .IV-IIIIIY QQN-FUCT NOIE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. 1111S SHALL INCLUDE CALLING UTILITY LOCATE 0 1--800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHEIITER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON TTTESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. 10 RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WHIT CONSTRUCTION. Ya o U-Sr-- RooT D112.r--�TA ON ID�v(c�s ot. -ALL l E>TR—E-F `(" `t'><2- F-i s I N C) N Z I m w N O fTl RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUC110N RECORDS. BY; TITLE/POSITION: CONFIRMED BY CITY: DATE: DATE: PROJECT REF: FAC0032-99 BLD0407-99 THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S PLANNING DEPARTMENT MINIMUM LANDSCAPE REQUIREMENTS. Approved By. '5 . Date Approved: —1 • t b• 00 0 � Q � O a � I- Fc- o z n� �nJ Q �.J � 00 `a U N I 00 � o w N clq c� Z z w �. rrt_r� 3 L� Uz CD 00 3 V) � c � Z 0 ` N 7 ,� � � Q D z D Q J L Q 7 Z NQ z 1 U m m F-- Q W J O i d- w a z DATE 10/13/99 DRAWN ED CHECKED ED NO. O057 SHEEP W. L 1 R.E,I, FILE: LI -1' OAq , 10/15/99 15:58 OoD/S'-7S' �y ` • pi 1 fi i f. KOG-- EXG 10' X 20' PUGET POWER ESM'T REC. #8806200750 to 0 CD o V) CD EXG PUGET POWER ES - REC. #8006060420— C — o_ 330' -EXTEX I I UUE�U l,UIiIC. I I I IC I I I I I ,!j N � tC7 11 N _j I tt rn I I I I I I I I I I I I I I I to I � I I I I I lei I. I I --- I I I_ 1 - 200-- N 89.57'26" E of N W I C rr, O- - P.N.B. TELE. ESM'T REC. #8810240562 — ESM'T REC. Nil - O- c _ —C—f'- ---- C ll -o­ pt210939 ESM'T REC. 8507311206 - 0 734.24' LANDSCAPE PLAN 'Ifliailb,,, f w�— NORTH EXIS 1111G BUILDING r Q o � U a D ❑o p Z J_ U N I ^� )lumen w kn n n� u �T �p U Z Z C.� ZZ J > M Q D V) z n 3� Ln cv v Z CD m z Q O I � m I I IIf Q z Lc) 11 1 ; c O Q h z U Im I LIJ o N Q m 3 ~ I I I � z I ' Z a� w o I� '' Ld II crt) O o I I LEc,EKtt3 -- MDRF-. X- W _ Z�• L�.S '18.5 2fl,7 -SLK= 11r.5 .17 2?L _Z� 7t5" Z*1. F��i" • � � � ; - 1(1 I ju - . _ _ ID .— It�'li— �i. I 13 OF�.. V Y LLJ 2 7 _ y _ �- •II tl --- L1.--B15CST. !,. f _1.- - .. .3.: _ 2= v _1 z I � _.. Il4_:_... I�_ � 15 t=s?'_. _2 2 _- .1 � I -- - _._.. - 6 �1: 11 � o - i A6_ W 6 �T � .i IT .. aim %� - '- O _ - Ieq - _I-'D�C7UGT-WATS2....M�T['.a2 tb�? oT�4•tB.fZS _.._._•. EX U04C. CURB do GU I TER - _ lz-o v r� t✓ F= b - -� .I I N89.57'26"E 734.24' 40TH ST. N.E. f_(MIf' 1 T IP '{ u II11' U IILITY CONFLICT NOTE: ]HE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR 10 CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. 10 RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. RECORD DRAWING CERTIFICATION TIIESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFIRMED BY CITY: DATE: PROJECT REF: FAC 0032-99 BLD 0407-99 OM DATE 10/13/99 THESE PLANS ARE "APPROVED" FOR Oo DRAWN CONFORMANCE WITH THE CITY OF AUBURN 7'p. E.N. ENGINEERING DIVISION'S REQUIREMENT'S CHECKED E.N. Approved By. JOB NO. gg 146 Date Approved: SHEET NO, L2 R.E.I. FILE:/ L2-146.dwg , 10/15/99 15:59 00Dis 44; LEGEND DESCRIPTION STORM SEWER SANITARY SEWER WATER AC PAVING CONCRETE PAVING DETENTION POND SPOT ELEVATIONS CONTOURS PARKING STORM MANHOLE Z a Z ce- z:z m a DXIm DESCR Fn NV NEW EX. 12" STORM STORM CATCHBASIN ■ EX 8„ SCR EX. 2" WATER SANITARY SEWER MANHOLE � WATER VALVE ►� FIRE HYDRANT 'w TELEPHONE MANHOLE +xx.xx POWER VAULT 50 - STREET LIGHT {— 0 UTILITY POLE -�- O FOUND CASE MON - ­1 v nn' nt t^r� nnturn P.N.B. TELE. ESM'T REC. #8810240562 Mn & ACOM kV immtCAP Eepm EXISTING O m 'c. T -o- NW 1 /4, SECTION 6, TOWNSHIP 21 N, RANGE 5E, W.M. r_rkironi Di n►.i tinr[-c ABBREVIATIONS BLC - BUILDING CORNER C - COMPACT CB - CATCH BASIN CL - CLASS CO - CLEAN OUT D - STORM DRA I N DDCV - DOLE DETECTOR CHECK VALVE DI - DUCTILE IRON DS - D004SPOUT D/W - DRIVEWAY EL - ELEVATION ESMT - EASEMENT EXG - EXISTING FD - FOUNDATION DRAIN FDC - FIRE DEPT. CONNECTION FF - FINISH FLOOR FH - FIRE HYDRANT FL - FLANGE JOINT HC - HANDICAP IE - INVERT ELEVATION LF - LINEAR FEET LS - LAIDSCAP I NG REPLACE E�� 40TH ST. N.E. _ - - - DRIVEWQ WITH-,2_SAN. SEWRNEW SIDEWALK CURB & I GUTTER TO NEAREST JOINT — — — — — — — — — — COA STD DTL STSW-2— — — cx—Fll-� — EXTERIOR LIGHTING OUTDOOR LIGHTING FIXTURES SHALL BE SHIELDED AND DIRECTED TO AVOID LIGHT SPILLAGE ONTO ADJACENT PROPERTIES AND TO AVOID GLARE FOR MOTORISTS TRAVELING ON ADJACENT STREETS. MH - MANHOLE MJ - MECHANICAL JOINT OH - OVERHEAD PL - PROPERTY LINE R - RADIUS RW - RIGHT-OF-WAY SS - SANITARY SEWER SO FT - SQUARE FEET S/W - SIDEWALK TC - TOP OF CURB TP - TEST PIT UNO - LESS NOTED OTHERWISE W N NW Sw NE SE SOUTH WEST EAST NORTH NORTHWEST - SOUTHWEST NORTHEAST SOUTHEAST ZONE r% Z 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," 1998 OR LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE STANDARD CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATIONS, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES. IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION.) 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE 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 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 THE CONTRACTOR'S OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. of SITE PLAN 1 " = 3° NORTH CODE NOTES ZONING C3 SETBACKS LOT SIZE 1.84 ACRES NORTH 60' OCCUPANCY B, S2 SOUTH 57.9' TYPE OF CONSTRUCTION Y-N, SPRINKLERED EAST 80.4 EXISTING BUILDING SIZE 15,625 WEST 73.8' ADDITION 6,250 21,875 SF PARKING EXISTING STANDARD COMPACT HANDICAP NEW PARKING PROVIDED 10'x20' STANDARD TOTAL PARKING THE CONTRACTOR SHALL BE RESPONS113LE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION, IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. To RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. = 107 STALLS = 12 STALLS = 3 STALLS 22 STALLS - = 131 STALLS = 46 STALLS BLS = 299 STALLS OWNER VICINITY MAP N, NORTH O Q f D F- b Z W w W d 0 F 4.�..J 6 co I N i cn 04 1 FAIRFIELD BUILDERS SUPPLY CORP. - ATTN: ARTHUR L. VERTNER ZONE 381 CONCORD RD., PO BOX 4427 R 2 LAFAYETTE, IN 47903 o (206) 499-7289 CD DATUM m ol I i CITY OF AUBURN DATUM BM #1-D FOUND RR SPIKE IN SE FACE OF UTILITY POLE UP 1.2', CENTERLINE OF "I" STREET. 3.0' N. OF CENTERLINE 40TH ST. NE., 35' E. OF LEGAL DESCRIPTION i LOT 1 THOSE PORTIONS OF LOTS 2 AND 3, CITY OF AUBURN SHORT PLAT NO. SP-9-84 AS RECORDED UNDER KING COUNTY RECORDING NO. 8407311186 RECORDS OF KING COUNTY, WASHINGTON, BEING DESCRIFIED AS s FOLLOWS: w BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 2; C" e THENCE SOUTH 00'06'23" WEST, ALONG THE EASTERLY MARGIN OF AUBURN. WAY NORTH, A DISTANCE OF i 149,67 FEET; THENCE CONTINUING ALONG SAID MARGIN ON A CURVE TO THE RIGHT WITH A RADIUS OF 2,525.50 FEET, LLj (-- THROUGH A CENTRAL ANGLE OF 02'07'07", AN ARC LENGTH OF 93.39 FEET THE CHORD OF WHICH BEARS (� f) SOUTH 01'07'08" WEST 93.39 FEET, TO THE NORTH LINE OF LOT 1 OF SAID SHORT PLAT; THENCE NORTH BT57'26" EAST, ALONG SAID NORTH LINE, A DISTANCE OF 200.00 FEET; THENCE SOUTH 00'02'34" EAST, ALONG THE EAST LINE OF SAID LOT 1, A DISTANCE OF 125.00 FEET, TO THE NORTH MARGIN OF 40TH ST. N.E.; THENCE NORTH 89'57'28" EAST, ALONG SAID NORTH MARGIN, A DISTANCE OF 130.00 FEET; J THENCE FORTH 00'19'41" EAST A DISTANCE OF 368.04 FEET, TO THE NORTH LINE OF SAIO SHORT PLAT; THENCE SOUTH 89'5r26" WEST, ALONG SAID NORTH LINE, A DISTANCE OF 330.00 FEET, TO THE POINT OF BEGINNING; CD (BEING KNOWN AS PARCEL A OF CITY OF AUBURN LOT LINE ADJUSTMENT NO. LLA-2-88, RECORDED V) UNDER KING COUNTY RECORDING NO. 8803070755) PARCEL NO: 000400-0115 . a'cm LOT �°°� ZONE THOSE PORTIONS OF LOTS 3 AND 4, CITY OF AUBURN SHORT PLAT NO. SP-9-84 AS RECORDED UNDER AUDITOR'S FILE NO. 8407311186 RECORDS OF KING COUNTY, WASHINGTON BEING DESCRIBED AS FOLLOWS: R 4 COMMENCING AT THE NORTHWEST CORNER OF LOT 2 OF SAID SHORT PLAT; THENCE NORTH 89'57'26" EAS A DISTANCE OF 330.00 FEET TO THE TRUE POINT OF - BEGINNING; THENCE CONTINUING ALONG SAID NORTH LINE NORTH 89'57'26" EAST A DISTANCE OF 330.87 FEET TO A POINT ON THE WESTERLY MARGIN OF "I" STREET NE; THENCE SOUTH 00'07'42" WEST, ALONG SAID WESTERLY MARGIN, A DISTANCE OF 168.04 FEET; z THENCE SOUTH 89'57'26" WEST, A DISTANCE OF 80.00 FEET; o, THENCE SOUTH 00'07'42" WEST, A DISTANCE OF 18.49 FEET; w THENCE SOUTH 89'5726" WEST, A DISTANCE OF 141.52 FEET; THENCE SOUTH 00'19'41" WEST A DISTANCE OF 181.51 FEET TO A 'POINT ON THE NORTHERLY MARGIN OF 40TH STREET NE; THENCE SOUTH 89'57'26" WEST, ALONG SAID NORTHERLY MARGIN, A DISTANCE OF 110.00 FEET; THENCE NORTH 00-19'41" EAST, A DISTANCE OF 368.04 FEET TO THE TRUE POINT OF BEGINNING; AND CONTAINING 80,264 SQUARE FEET OR 1.843 ACRES, MORE OR LESS. (ALSO KNOWN AS PARCEL B AND A PORTION OF PARCEL C OF CITY OF AUBURN LOT L)NE A.F.ADJUSTMENT NO. AU-LLA-2-88, RECORDED UNDER RECORDING NO. 8803070755.) PANEL NO S: 000400-0116, 000400-0012 SHEET INDEX Cl SITE PLAN C2 FILL & TESC PLAN C3 STORM & GRADING & WATER PLAN - C4 SECTIONS & DETAILS v L1 LANDSCAPE PLAN L2 IRRIGATION PLAN L3 LANDSCAPE/IRRIGATION DETAILS RECORD DRA'K CERTFICATI N THESE DRAWINGS COWORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY; DATE: TITLE/POSITION: CONFIRMED BY CITY: DATE: 11103 p Fri STERN`' \t1` EXPIRES 6/23/2U PROJECT LIEF: FAC=-91 > 1-99 DATE 6 f9 99 THESE PLANS ARE " FOR DRAWN / / S.S. ��� NTH THE OTY OF AUBURN oOWN CHECKED L.K. APQrowd �. JOB NO. 99065 DOW A 3 voo SHEET NO. c 1 R,E.I. FILE:/ Cl-065.dwg , 12/29/99 12:22 I9 1 OF -] r% r CONSTRUCTION SEQUENCE SURFACE AREA DETERMINED AT TOP OF WEIR 1. SUBMIT A HAUL ROUTE TO THE CITY OF AUBURN FOR EARTHWORK ACTIVITIES. TOP DIMENSION PER PLAN = 23' 4' MINIMUM 2. SCHEDULE AND ATTEND A PRE -CONSTRUCTION MEETING WITH 2" - 4" ROCK THE CITY OF AUBURN OFFICIALS. 0 OVERFLOW ONLY 6' MINIMUM 3. ESTABLISH "CLEARING AND GRADING LIMITS" FOR THE SITE. 12" CULVERT I ' MIN OVERFLOW 4. CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE AND FILTER FABRIC - I • z RiPRAP ►- _ _ 1 """"'""'' ° °�0"wnY 1111-i - FENCE AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY THE CITY ' „ � lei' FLAT - I son, OR _ DEPTH' R 2* 1 O(2( 2' - 4 OF AUBURN. - '- z oa�ct� Waal 5. INSTALL INLET PROTECTION ON EXISTING CATCH BASINS. NOTE: BOT _ - _ GMEO I LE _ 3/4" - 1 1/2' IM�D GR AKL 6. CONSTRUCT THE SEDIMENT TRAP, AND TEMPORARY SWALES AS SHOWN TRAP MAY BE FORMED BY BERM OR BY _ � �- 3/4" - 1 1 /2" WASHED GEOTEXTILE ON THE PLAN. TEMPORARY SWALES SHALL BE ADDED AS NECESSARY PARTIAL OR COMPLETE EXCAVATION. GRAVEL 0 OVERFLOW ONLY TO ENSURE THAT ALL SITE RUNOFF REACHES THE SEDIMENT TRAP. 7. BEGIN FILL AND GRADING OPERATIONS AND PAVEMENT REMOVAL. THE CONTRACTOR SHALL ENSURE THAT NO SILT -LADEN RUNOFF DISCHARGES TO THE ADJACENT PROPERTIES. 1a SEDIMENT TRAP CROSS-SECTION 1b OVERFLOW CROSS SECTION 8. REVEGETATE ALL SLOPES AND DISTURBED AREAS AS SPECIFIED BY C2 N.T.S. C2 N.T.S. THE "REQUIREMENTS FOR EXPOSED SOIL STABILIZATION'. 9. BEGIN PAVING AND BUILDING CONSTRUCTION 10. REMOVE ALL TESL MEASURES ONLY AS APPROVED BY THE CITY OF AUBURN AND THE ENGINEER UPON SUBSTANTIAL COMPLETION OF SOIL STABILIZATKK WILUDING BUT NOT LIMITED TO, MATCHING OF LANDSCAPE AREAS AND CON'SiairTiON OF BUILDINGS PAV*NG CONCRETE SLABS AND WALKS DUST CONTROL NOTES 1. CONTRACTOR SHALL WOCE THE PERIOD OF SOIL EXPOSURE THROUGH USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION PRACTICES SUCH AS SEEDING AND MULCHING, AND EROSION BLANKETS. 2. DURING CONSTRUCTION AND DRY WEATHER, SPRINKLE THE SITE WITH WATER UNTIL SURFACE AREA IS WET. REPEAT THE PROCESS AS NEEDED DURING THE DAY. 3. DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC STREETS ADJACENT TO PROJECT WHICH WILL BE USED BY CONSTRUCTION TRAFFIC SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTS FROM ON -SITE CONSTRUCTION 11. WORK WITHIN THE ROW SHALL BE LIMITED TO 15 WORKING iMY'S. REQUIREMENTS FOR EXPOSED SOIL STABILIZATION FILTER FAWC FM • TOE OF SLOPE 1. SEASONAL REQUIf�MIF3+%TS: EXG 10' X 20' PUGET POWER CITY OF AUBURN STD STL DEV-6 �� I / DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED I ESM'T REC. �!8806200750 330' TOP OF FILL 5, LINE, z �� > .ti 327.3�$ >� 3.5' • I I / ACCORDING TO THE FOLLOWING SCHEDULE OR EXCEPTED IN THE FIELD _ ti _-_ X -' OFFICIAL'S WHEN IN HE REPRESENTATIVE, ATIVE, SUCH SCHEDULEMENT OF THE BUILDING OFFICIAL OR THE IS NOT WARRANTED: .�.. <P=- �nNC CVae TwicAL) � � I �- � � --�--.. � � yc _•" s.,l, r EXTRIU� Ee C- L I h L�- L _j,_ I I I I I I I I I• 1' 1 I I I I I i I y.. �-____.---- ----- --- --- --- -. EXISTING TYP. �~ to �q� � �, FROM APRIL 2 TO SEPTEMBER 30 , ALL DENUDED AREAS AT FINAL � 1 1 E- T I 1 iEX 06 I 1 1 1 1 I ;' �� IE=50.5 1 1 i \ �'' GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN M _ .50 - ` - - - - �� 50.50 6 CB V-DITCH ®0.3% UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN i s r� ►NV.=45.1#5_ - - - - _ � ee�J lw = 45.60 � _ A - - - - - _ _ _ - - - - � - - IM = 50.50 5' ) PER DETAIL 2 C2 I 10 DAYS. •I- -}• .j I-s � a � �- EX. GATE - - - - � INV. = 46.53 \ y � j / -+�- --l-- \ EX. GATE h o 70.......:......... \ ii I ti tiR FROM OCTOBER 1 TO APRIL 1, ALL EXPOSED SOILS AT FINAL •.•..•.•.•.•:.•.•.• .. •:..•, .... .... •.... r �,� r .� I y I - _ . . 1�' 5 3.5 v GRADE SHALL I STABILIZED IMMEDIATELY USING PERMANENT OR o TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO REMf�N I r----------- 13rl� UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 50f1DSQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. C* 2. STABIUZATION METHOD: HYDROSEEDBNG & MULCHING 56 ✓ �; y A. TIME OF PLANTING -DURING THE TIME PERIOD BETWEEN APRIL 1 P VEME T I I i THROUGH DUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31. R MOVA �h .r I /7 r�/7 / / / / / / / / .':.':. / GRADE TO SCALE GRADE TO SWALE I I NOTE: IF PLANTING BETWEEN JULY 1 AND AUGUST 31, os t- - I /T,,, ll I ( - ► IM L` i EXISTING BUILDING I - iJ / i �1 E 1� % % % i � ' :..: i / 1 1 3 I I i � �}' BRANDY(ON MARCHY361 E MUNCHING WILL BE REQUIRED IMMEDIATELYIRED. IF PLANTING BETWEEN - _ INV. = 46�12 15,625 SF I / {� ���x /EX FE I N OR I RECE OCq BE (REMOVED / AFTER PLANTING.) I I I EXG UGET POWER E T I I / zu Ulm / 1 I REC. 1#8006060420- I - i / :•::: I / ;�� �'` ';- i0 B. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT NOT I / ADDITION / / COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING SURFACE � / / : j / CONSTRUCTION ENTRANCE � ; , , , , ; ; ::,:.:.:. I COA STD DTL DEV-5 ' ROUGHENING. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT -i- 51Y � I) I I ANGLES TO THE SLOPE AND PREFERABLE "CAT WALKED" UP SLOPE. / / / EX FENCE TO RE(rl I C. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. -- --- o ::... i - �- I / RI CB 50.50 m OR RELOCATED �o r,.,�\ _ _ fv� v1'' DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST IN = 47.00 "" -- ---- -- i USE NON -PHOSPHOROUS FERTILIZER. I � I / / / / / / / / / / / / /'• ...... EX. GRAVEL z ''�_.._-- 4 --o- r.--`--. N � �--rmA� 1 DRIVE WAY 2.1 �� �� .A�' I I /15'' D. SEEDING -APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED I I L - - - - - ���/�/����/�/ >A�' `� a,, I BED AT A RATE OF 120 LBS/ACRE: 7 mmne ......... PROPORTIONS PERCENT PERCENT LX .66p' ::.::.:::.:: �� rHAND - ----- En E - NAME BY WEIGHT PURITY GERMINATION ................... ::................ EX/70 C0I]C.-50.50 ,-" WALL PLACED i ` EX CB INV. - 47.00 EX FENCE TO BE REMOVED RIP RAP, TYP -• REDTOP(AGROSTIS ALBA) 10% 92 9t1 i RIM = 50.50 SEX. GATE OR RELOCATED �� I I I INV! = 46.551 I 1 I I 1 I I I I 1 I 1� - ASH AREA - - -- ---- --- --- / ANNUAL RYE (LOLIUM MULTIFLORUM) 40% 98 90 CHIEW S FESQUE 40% 97 80 I I (RESTUCA RIM COMMUTATA) y a ` (JAMESTOWN,BANNER,WDOW OR KOKET) I N 89 57 26 E WHITE DUTCH CLOVER 10% 96 90 EX CB - - _ - - - °� Iw (TRIFOLIUM REPENS) tr` I - - HIM- _ 50.50 - - - - - EIMC6 0 \ ' ' A I8 - --- ._ I III E. "HYDROSEEDING" APPLICATIONS WITH APPROVED SEED-MULCH- INV. IE- 9 = n ° FERTILIZER MIXTURES MAY ALSO BE USED. INV. 4-7.00 �. T` %'�, - I --- % Z l- - GRADE TO TRAP \ �\ / ( I .c 1 474 F. MAINTENANCE -SEEDING SHOULD BE SUPPLIED WITH ADEQUATE I o z MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN - - - - �_ - - - ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER lid R `) I \\ I APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. ___ I w 9Jl ET PROTECTION I 98 1'1" PVC - OVERFLOW I I � J INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO - - - - - - - l 0 0.5% - LOCATION 4 PLACES PER CITY - 8lE ' ELEV=46.0 OF AUBURN DTL DEV-8- - - - -- - _ - - TOE OF j I -- - - - - - SLOPE, TYP. EXISTING SEDIMENT TRAP -y I HOUSE _ a PER DTL 1/C2 P.N.B. TELE. ESM'T «_ # _� - - -- - 4' TOP ON TRAP = 50.5 REC. 10240562 - � BOTTOM OF TRAP - 47.0 EX. GATE 1I - - - MATCH com ESM T -C_ 210939 ESM�T REC. P507311206- _ _ j 1 � I _ EARTH WORKQUANTITIES &NOTES 1 1 i a� �. e EX. �, �, ca+c.wea � I� _ ay CQlf.. CUR ! Q1fRR \ FILL = 3000 CY - - - - - $+ 12• U.1. WA>fa - - - - I . ST__ ._� A- P,ISEP - - - - - - - EX. 12" - - - - - - - `-- - I \ \ CUT = 1000 CY 1 "-----�Ikl1---•- -•--- -•---•------FR------. EX_12" QUANTITIES ARE ESTIMATES ONLY AND SHOULD NOT BE USED FOR BIDDING PURPOSES. DITCH LOCATION do TOP 12" OF FILL SHALL BE CLASS A. REMAINING SLOPE PER PLAN FILL SHALL BE CLASS B. 2' 2' UTILITY CONFLICT NOTE: RECORD DOOM CERTIFICATION TESCPLAN THE CONTRACTOR SNAIL BE RESPONSIBLE FOR VERIFYING THE LOCATION, THESE DRAWINGS CONFORM TO THE , AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON , 1 = 30 NORTH THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE CONTRACTORS RECORDS. THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. 1 THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 2 MAX. AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS BY; DATE: - SLOPE OF NEW UTILITY CROSSINGS TO PHYSICALLY VERY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS MU/POSMON: SHOWN ON PLANS ARE NOTAND 2 V -DITCH TT TOTVARIATION. IF CONFLICTS SHOULDE OCCUR,A RE C2 SCALE THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. CONFIRMED BY CITY: DATE: TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. R.E.I. FILE:/ C2-065.dwq , 12/29/99 12:26 Pr- 0 19 Z OF -j 0 Q o U 0o p d z % c2 U C14 i \ o W `�' RnN 0 8 Iuu1 (� z z d g U F� = co _ r\ M 00 t0 D z 3 Ln �N o _j Q m CD Q Z Z Q Q z Q F m Q F- O O V) W f"- � Z �J i� J z v V /S' L EXPIF�S 6 23 �I PROJECT REF: FAC0032-99, BLW407-99 DATE 6/9/99 THESE PLANS ARE "APPROVED' FOR DRAWN CONFORMANCE IMTH THE CITY OF AUBURN S.S. EKIKERING DIVISION'S REMMEMENTS C*W\ CHECKED //Voo L.K. Approved By. �Q, JOB NO. 99065 Dote -Approved: J 2 d o o SHEET NO. C2 OO 17-9s n c D 3" DESIGN DEPTH DURK 1' MIN. FREEBOARD 6 MO, 24 HR STORM BOTH SIDES QNA HYDROSEED OR SOD 3:1 MAX. ti Fl I I- 4" MIN. TOPSOIL BOTTOM WIDTH = 10' _ EROSION CONTROL BLANKET (JUTE NETTING OR APPR'D EQUAL) 11.5' HYDROSEED OR S00 BIOSWALE GRASS SEEDMIX (MAINTAIN 6" GRASS HEIGHT AT SCALE) n BIOSWALE 22�j N.T.S. B105WALE GRASS SEMMIX (FOR BIOSWALE SLOPES < 1.0%) 20% TUFTED HAIRGRASS (DESCHAMPSIA CAESPITOSA) 20% AMERICAN SLOUGHRASS (BECHMANNIA SYZIGACHNE) 20% WESTERN MANNAGRASS (GLYCERIA SPS) 20% REDTOP (AGROSTIS ALBA) 20% FOWL BLUEGRASS (POA PAULUSTRIS) EACH SEED TYPE TO HAVE 92-95% PURITY AND 80% MIN. GERMINATI01I. APPLICATKNI (PER ACRE] 2-3 LB. SEED MIX 435 LB. 10-20-20 (N-P-K) NON-PHOSPHEROUS FERTILIZER 1500-2000 LB. WOOD CELLULOSE FIBER MULCH NOTE: BIOSWALE TO BE FULLY ESTABLISHED PRIOR TO INTRODUCTION OF STORMWATER RUNOFF. IRRIGATE IF NECESSARY, ZONE n7 MIRAFI 140N -I (I I I I I I i i I l I l I I I I III GEOTEXTILE FABRIC EL. 47.5 I= _I O ° O 00 o Oo 8" SLOTTED PVC .0 - EL. 46.33 I I ° -� o O .�._ EL 46.0 - i (I I V 15' -I 3/4" TO 1 1/2- WASHED ROCK GROUNDWATER EL. 45.0 INFILTRATION TRENCH NOT TO SCALE METAL FRAME AND SOLIE ADJUSTMENT BRICK COVER RIM=53.0 (4' MIN., 12' MAX.) �i him -ii� � I- 8" CAP RUBBER GASKET SHORT NPPLE (LU'BE " MIN' BOTH ENDS) A.C. OR G.P.K. MANHOLE ADAPTER Qa = 0.52 CFS 6 MO, 24 hr STORM 8" PVC SDR 35J 8"x 8"x 8" PVC TEE RUBBER GASKET JOINTS 8" RUBBER GASKET PLUG W/ 4.38' 0 ORIFICE FFSET TOP SLAB 12" PVC BYPASS IE=49.83 i� im 3 B10SWALE CO C3 W=1'-0" 12" PVC STANDARD GALV. STEEL LADDER/ STEPS 100 YR 24HR STORM F.S.=1.5, ELEV =47.44 CATCH BASIN TYPE 2-48" CB / M H SCHEDULE I TYPE RIM IE COMMENTS 1 1 51.0 49.8 GRATE 2 1 51.0 49.57 GRATE 3 1 51.0 49.8 GRATE 4 1 51.0 49.73 GRATE 5 1 51.0 49.49 GRATE 6 2-48" 52.0 49.2 NE) 49.37 NW,SW) 48.87 SW) SOLID LID 7 2-48" 53.0 48.83 (S,NW) 49.83 (E) BIOSWALE CONTROL STRUCTURE DTL 3/C3 8 1 51.0 46.33 SOLID LID 9 2-54"T 51.0 46.33 SOLID LID G Q o m D P-, z Q 500 ^ U N In N IW�'I 0 z W A 3 g F` Q 00 V) �L0 z 0 N 3 LJ z ID m CD Q Z � Q m U� m Q o o CD Z -,-7- C� J Q 0 8 W Q LL O w v i /"' l -J t_ F-- ICI LIJ U) n r ------------- CH RHl=49.#7 I �lxl�24 RIM 5i IP6"F'VC N=,6.6 APPING TEE I IE 8TVC S� 47.G SY4A}I RIM-526540TH ST N E I - - , 11103 WSW SEYI[R IE a PN: S-46..3 s - -- -- -- - - --- ."S ''- - -- -..- _.-_ . - u -- -- - �a -- -� - 55 - _. - --.� FULL SADDLE 8" G.V. 40 TH S T. N.E. , _ z ---` - c,'r cH;tn=,4.1 AFC/ S©.. I -soraM=sn.18 MJxFL CONC. BLKG COA STD DTL WABL-1 j T OVA L I v rl-ri7a"_ea EXPIRES 6/23/20007] UTILITY CONFLICT NOTE: RECORD DRAWING CERTIFICATION PROJECT REF: FAC0032-99. BLOG407-99 DATE 6 /9 >99 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, THESE DRAWINGS CONFORM TO THE / DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON CONTRACTORS CONSTRUCTION RECORDS. THESE PLANS ARE "APPROVED" FOR DRAWN STORM & GRADING PLAN ENGINEERING DIVISION THESE PLANS 0R NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE CONFORMANCE WITH THE CITY OF AUBURN c *m - S.S. THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. 'S REQUIIRfMENTS THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 //3/oo CHECKED 1 = 30 NORTH AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS BY, DATE: OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER Approved 8 OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTIlIMS AS TITLE/POSITION: PF JOB N0. 99065 SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE Date Approves 311Na SHEET N0. r SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, _ ..raw NN f vv l w%fr M V'"\ I LLU PWTU ME r - • •--• •-•" SU13JECTvTO VARIATION. IF CONFLICTS SHOULD OCCUR, _ InrnT T Date Approved: J 1 3 �1�+►� I cw rkin ���� I I ("'i'1�!'M k/`TnD cum 1 11AMIN 14 ni riann..rrn.. ,.. .. ... Inrt.r n� �'-n r�.i ...-... I CONSTRUCTION. R.E.I. FILE:/ C3-065.dwg 12/29/99 12:27 p o I a �� Ssgs c SUB-BLSE COMMM 1. EXCAVATE TO THE ELEVATION OF THE BOTTOM Of THE SUB -BASE. 2. FILL, GRADE AND COMPACT (95% MIN.) SUB -BASE. 3. PROOF -ROLL THE EXISTING SOIL TO VERIFY A MINIMUM CBR OF 10. 4. ANY SOFT SPOTS ENCOUNTERED SHALL BE OVER -EXCAVATED AT LEAST 12 INCHES. FILL THE EXCAVATION WITH CLASS 'A' GRAVEL (LESS THAN 5% FINES). COMPACT THE FILL. TO 95% MINIMUM. 5. PROOF -ROLL THE FILLED SOFT SPOTS TO VERIFY A MINIMUM CBR OF 10. -NORTH PROPERTY LINE 5W CONC WALKWAY EXPANSION JMT (20' o.c.) EXP JOINT MATERIAL DUMMY JOINT (10' o.c.) WHERE WALL OCCURS Y4" CHAMFER GRADE 1" DOWN Y4 12 SLOPE EXTRUDED CONC. CURB FROM TOP OF A.C. PAVING 3" CLASS 'B" 1/2" 1/2' 1/2" CURB. WHERE OCCURS A.C. PAVING SLOPE PROVIDE 1'-0" LEVEL DN. AREA WHERE GRADE (2) #4 CONT. SLOPES DO ARD OUTSIDE 'L' OF PAVING & COMPACT 12" MIN . CLASS "A" FILL wi—/ —I I I — TO 95% — — — — - 4"- MINUS CRUSHED ROCK 6" CLASS "A" FILL (ALTERNATE: 3" ATB) - CONCRETE SHALL HAVE 28-DAY SUB -BASE, SEE NOTE COMPRESSIVE STRENGTH OF 3000 PSI AND 5% AIR ENTRA#4MENT - REINFORCING SHALL BE PER ASTM A-615, GRADE 60 CURB AND PAVING SECTION NTS r_4"\SECTl0N 1"=20' H 1"=2' V r2""\ CONCRETE WALKWAY NTS 52 51 nI# 49 48 47 46 THE CONTRACTOR SMALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. mou r_5SECTION C4 1"=10' H 1*=l' V RECORD DRAWING CERTIFOTION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY; DATE: TITLE/POSITION: CONFIRMED BY CITY: DATE: 0+50 PROJECT RER.FAC0032-99, M.QM=n THESE PLANS ARE *APPROVED" FOR CONFORMANCE WITH THE CITY OF AUK" ENGINEERING DIIAM(S REMPBAENTS V/00 Approved By. fllp� Date Approved: uj m (E� o F- z 5; 0= (E� 'w Pm Z a z c.n:D w Elp 0 g Z r I Big& F-511 v 'A mow 11103 ST!!��/ ,4�� I EXPIRES 6/23/2C DATE 6/9/99 DRAWN S.S. CHECKED J.H. JOB NO, 99065 SHEET NO. C4 R.E.I. FILE:/ C4-065.dwg , 12/02/99 14:39 Pr- o 19 4 of -7 J P I C 0 CAL, i --- -'��1:3 �► -� � F� C��? t taU � _ __ _ _ ��1 � t Tom= "�----mac= �..Q �6 �.- _ _ - � l� _ �' ©, c , — Lt - U 5 T t� Ulm. ..S Fw t--41 G U /�. _ .: S �•t A t-� t'� P2 t V F_-T -' `� �--� U {-} v 't-t [ 7 - t - --� 1 . t--t �- _ _ .1 Al. P r� 1-4w � -- C L_,�. cr - P t �V 2 t , t -�4 _ -c3- _..r�-i C) V7- T--'�-t-} b_, EF i MCY4 1 t tZ>' = - `t f�l ! Y,..l , cl;= -y'c) P �s I c . N c) 2. /A I c�'F P--k- t) u ,T 40TH ST. N.E. LANDSCAPE PLAN I =To NORTH UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST, LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. f __ 0 RECORD DRAWING CERTIFlCATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY CITY: DATE: t�It �' L A ti-IT f✓. Cz 7yP, PLa.WTI h_AC-, 1t4 5� p�b� t"I~R �: T � P. P l.. � t-! T � 1•.1 C-. ! 1-1 �'.,�.� � 1. __ � I`-E T �.. Iz. It[d� (# � Cc4&E0te5 'M SPEOEs hiJENTM AV -CAUEP WTI. Ltf-�. S[.AA r2.30." PROJECT REF: Fa C^C ;a -99- jtl(A0V,07-7,1 THIS PLAN SHEET- CONFORMS WITH CITY OF AMWS PLANNING DEPARTMENT MINIMUM LANDSCAPE REQIENTS. £`= Approved By.`jtn.r- Dote Approved: 02 -30 '19 0 Q j C� f- U D 0f� z l J > 00 cD N U � 0= \ o rn vv Ln (� WW N l J L 0 LQ� 0 z T W 3 s I� ^A Z cs, D >00 Q� V) °' 3 z E U � nw Q Z m Q L CO � � z m � Q --- � z F_ Of m D w Q 0 F= N m 0 o d- 1' DATE DRAWN CHECKED JOB NO. 99065 SHEET NO. L 1 40TH ST. N.E. Q O � U Q J_00 U N o r10 t� W W Lc') `� �� Z W T co 4 C i F- > Cr c Qo ^ �Ln � Ln Z ` CV „ cy)U I U L2 T Q 3, 75 (NTS ! 3,5(NTs�- z II CD Q z II o IIZDEj 0 z I 11 mo a l i t I n 1 i 00 cl EXISTING I HOUSE NW577261 1 42.26'— "'216'--9 89"57'26" E _. 11$95 261 7WC 40TH ST. N.E. UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON RRIGATION PLANTHESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 I 30 NORTH AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. C) v a Y-fiat_-CD -..� _ ..2L, _ _ a C :_5 L Of Q : 1�-iY%t .mot_` ui i—�OT�: p20'�/IDJ� lCOt? 'CDTAt_.: _�.��Tl I�f2.AINr�6.t'e� U*r- AVtj&Tt—. VA. L-.V M max _ RECORD DRNNW COPIPWANN THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY; DATE: TITLE/POSITION: CONFIRMED BY CITY: DATE: PROJECT REF: FAf Da `��, — elkl- -- THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS c*m Approved By. Date Approved:_) 3 130e0 _ o N U N t DATE l� DRAWN CHECKED c JOB NO. 99065 SHEET NO. L2 00 D Irls- pr- 0 19 -or- 040 0 /Sif�r