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97D1484
PORTION of J.A. LAKE Donation Land Claim No. 38 and Claim No. 41 (A 115- Z in the S.E.1/4 of SECTION 1 and the N.E.1/4 of SECTION 12, Township 21 North, Range 4 East, 0 Q and the S.W.1/4 of SECTION 6 and the N.W.1/4 of SECTION 7, Township 21 North, Range 5 East, Willamette Meridian < W O City of AUBURN KING County State of WASHINGTON -j 0- r cc � o EX. CB, TYPE II-72' G - J Wfs=SOLID, BURIED 04 5 W ' FULL OF WATER Z CA W f- - - - - _ o. t F4 Q V - r X �5 T ?E :a9-- ADS=48.86 m -:X CB TYPE 11-72' I k 4i 4P h. X t 3 f rr t [I-:.r. IX. FIRE HYDRANT 2" HE 12 ADS=48 J IE Y U 34 44 D `L t ry RIM 5, 24 s ,1a !: ,) j - ,s P.1 EX. WATER VALVE i E% a FIRE HYDRANT ai. 1Es' •I _in______ __ ___ _ _ - - --- -- - • 1 \�� _ o 1- -, - - - - - - - -- -- -- - - ( - - - - - - - - - - - - .-yy _L, _1L_ _ _______ ' Ct fi" r( _ _____ ________L.. _F�. _'_1'c_ ____ u _ 1111 C8 E II -' z _ _ . _ y __ __ ___ _ CPFW,._ __ _ TYPE I 7 „ % II . I �. IsP IIf' i ` � CPP N 3.01 � le ._-- _ __ _ EX. 1SD -k 1 ==_8 is.. 4, 18 ADS 7.60 IE 1 _ �, IE 1 ' _,D � '` C __. 151' O Ot23X VERFLOW=49.24 " �� _ r Uj IX 15SD TO INLET OF POND UT II '� I� :w EX. C ., III---------------- __ --_ p=== �_...__�_a - - •� �IE 4" PVC=48.53- \ I UA 5B TYPE II-77," ..... rY,. r) r . .JIRAFIT .4 L IE 48,00 ,5 S II W (� X. }'-�-�N_i '�5 t L-N 1.� �= a 4f IF 4'i.sY Q o S� I IE 18 ADS 47.03 It % CB TYPE II 72" III'`-1fLr4 4 u_ � IG..q€i.31 ', `!L; II II W IE N, `+-,(- x IE tt (35° Ei �� ( 41 IaoO. -_____ -_ __ CD J. YARD DRAIN -- ��B (TYPE II) IE 18' ADS-44.08 W rfkF i _ RAIN �I a E 24RIM-�CPP W=41.85 Q W i s +. - * IE 24 CPP E-41.85 W 5 LUMINAIRE . ID !`, , �, W W PIN RM=55.70 = r J W _?.. r _ �� J I; ��' ~ LU (n EX. FIRE HYDRANT J g i m . YAR Nam ' K W - --� W fn W = ace = TYP II I•�� _ Z IE 36" PVC NW k E=46.75JL Ott f j^O z W X. YARD DRAIN * ,µ� ItS� BUILDING NO. 2 - " IX. Z - IE 12" PVC aY ' U I O FF 52.9 -50.0, LEGEND LL 2 - cB TYPE n x ¢ LUMPARE V % i RIM=49.88 IE 24" CPP W-41.63 I I POWER N BO ® JUNCTION BOX (AS NOTED) -r VIE 24" CPP E=4L83 re - D LJD O YNiO DUN E) TELEPHONE MANHOLE o IE 12 PVC N h W=49.93 " _ I CATCH BASIN (CB) U SDMH II ® STORM MANHOLE (SDMH) x RIM OV.09 I. I T� TI C WATER II K Q SWARY SEINER MANHOLE (SSMH) IE 30 PVC W=46.89 11 -- Ilo� - rn ° SANITARY V SEVER CLFANOUT (SSCO) LL 3 IE 36' PVC 5E=46.89 II _ x' kYE IE 12" PVC E=50.09 II "' _��'z 11�0 WATER FttDW,N1 OVERFLOW-51.41 IX• Y RAIN - II CB (TYPE IQ EFa WATER MANHOLE u o d OVERFLOW-52.07 �, In� RIM-49.92 ® WATER METER II 0 GAS METER IE 15" DIP=51.98 ��---'�. 1I IE 24" CPP' E=41.52 SIGN I It 15' DIP-52 24 II IE 24" CPP W-41.77 • EX. DR PUMP STATION II , 'C II ` � ASPIVtT EX. SSCO RIBS f_ �_ _ _m...d: II RIM=48.92 *-- CONCRETE EX, CB_ _ SANRARt' SEWER LINE E 12" PVC W=44.75 �c � 52' O .35X -- STORM WATER LINE LINE • L-' �x. N III X CHAIN UIM FENCE 3 . IX. POWER - I. _ \\ F = ti cwi • : r• 1 `�, _ " ' 111E- 5=41.34 '--VAULT II HE 4' W= .34 EX W TER V E - } - -';.! plum) f __ EX IA N\\¢ _.__"____ .____. ifff'. i •E..' SDMH Z Q w EW ,r7 II_�.�: ! _�. T- - O\\}, i I RIM=49.41 ATER 'AS-CONSTRUCTED C6RFiCAiIOM w N _.,.r ,., a1f::. ..... a _ .. _ T, " / �,II�-- _ _�1 o\\vo' I .� /'ULRI30M��48 OF W > r ) N N pZ -' -" _.. _. _. _ ;I K -�• • 1 I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL Q O N 00 OW ___:---- n �u'L.. ___. __all - ...- -__ . __"r _1 b`'_,�,',. CAI.___&I ..__._ _ �I . I LOCATIONS OF THE UTILITIES SHOWN IS THE RESULT OF p CO N F� z > __ -- _______ __ _______ _ _ _ \\., .36 rn co a0 z 1 -.,,, 1 II EX. C8, TYPE II 48 --- --- ' Ilo. I " AFIELD SURVEY PERFORMED BY ME OR UNDER MY Z w w _ _ .1 i° _ \\` PIRP hDl fit ; ATER DIRECTION. N z y bi a;- F n 0 II; R IX IWATER VALVE 1 0 is Ij 3 - z i. _ _ __'� _ _ __ __ _ y FIRE 24' SD 102 _O 0.24_x \\ y �n IE 24 PVC N S EkW .42.6, � � .--_ - --- -- -t__ ---_ --_ 1--_I''- ___ ____ ____ __ _._ __ _�.a. _ __ _ ______ _ ___L i ,{. -, ; I N N - II V -•i,.- 00 W S .m-- -F-L �L - -- _ __ 7 -r- -er- - -^? .__ a n �o DENNIS J. .S. 28 DA E Y -- .'` --_ 1___ _ _ ___ _t - '_� "J _ II _ �i }-n �_ --_-�. __".' _ .__vim._ ___ '__i F____ __ ____ __ _____._ 'I__ ___ _ A ` ' - - _IIr \� _L(. R ti T Lt t �A _ _ - N 0 I �U I 8�� ti 11 &J 3 (2 I:) POWE _ T i S all I 1 T (24 t r IM- N k E=42.37 7 L r. sd w I STUB - 2a g ) w ! b 6 k. "IR'r LIdR4N, WATER E I I Q z c..43.39 �h E) ���'.'.'. CB (TYPE 11) E5, �,MH IE 24 PVC 5=42.71 .__ Vx� II ,�- I RI =4 I ';_t r�1 II 4d" ce EST IE 24" _ V II 9 I X. T: HYDR41T IEIM"4S2 (8 I P: f ___ __________ _ . .. -__ _ ________ ___-._____ IE 24 CPP 'E=42.01 TA. r PVC N=42.77 /r . II CAS ER t F. >) r ((r- S IF 12' PVC E=43.22 -'ll MARKER .:fit ` p - yJ" (6" W, II TEL. STUB wV C0� f I TEL. MH i- II I F" I . I -- ^ N iplD E n16 it z -1 11 : i j II I_i - r_ ° 97D14$ [ r---� '{ �' �•-•A � j � r"� r�^� � j�}'" g��'"i P" jf)/d-"' � r(g,,�} e� ��-"•'� lr„"� d PORTION of J.A. LAKE Donation Land Claim No. 38 and Claim No. 41 co CL W in the S.E.1/4 of SECTION 1 and the N.E.1/4 of SECTION 12, Township 21 North, Range 4 East, CO and the S.W.1/4 of SECTION 6 and the N.W.1/4 of SECTION 7, Township 21 North, Range 5 East, Willamette Meridian E Ii City of AUBURN KING County State of WASHINGTON O O 91 w J ar I I I III • 0 m j I III ZcoW 11 Q U hill $ 1 J M 4H II r 4 Nl 1 = W II Ex ,v 1rt - 72" f' -11.74 (1 > 51 II RIM 18 25 1 I R: n-48-T, > - 1 J ' r. B �YF'E I! ?Z" EX CF3 '1'l._L_. f 3 T �I h�-s I C .tC m IT _ IF-45.;8 L S)'. 4'r U 12 N1 1 -44 3 v G N \ I 44 9c III h SRO,)•) Lin (( (( N -0I P(H-t9.5� �� 'i 1,=4 .S3 ( 12" Sj =43.56 I�, ..) IE- 4499 !TS' S) 1 ______________ _ Imo; ill ✓, :� e v7 TF" vY ! !, ! 4 ill $ . p� 1, �•(�1. Ex °v - _ C� aU _�_ EX CA gBLD :LID T It $ $ ,a' + E%. FIRE HYDRANT I _ _ _ _ _ _ _ — _ 1_ -- _ _.. - — — �. _ — -.- — _ _ — T — IE-43 49 42 N� iI11 ': EX. FIRE HYDRANT E-43 G:. �36 �...) li � 1 _ _ _ Fx. 6:.h____ __ _',.__ __ ___he} ___ _i_>> _ ____ _______ _ _______ __ ____ L.::.__--?'__ _____ _ L ------- ---------- It. ____ 1 ^f > I I • I I 11` 0� 4 - y., _ Fy _ i _ ^{> -__ _-_ L-.� b2 _ ___ _ r; 0 Y - - - - -if it LU EX. Co 111 1�T rF ___ I'r '.{ I '7 " ' •. K'MF5162It y.� e fTiDRANi co W O I I 1 O EX sSMi - �� i l ru Q I�.I f21M=51.'a.Y� 1 C Q 1 EX. WATER METER uJ 1 W J 7 a_ u - Q F LLI ' N II ' IG 4937 (12'W) WI '.I oHa f �JJ• W W h tSuFg O W Z 1 Gp cci P XD RS DE Gt!' iER L II —� }`` -- — J I m v - r':. 1 II - J IE=48.98 (12"E & W) _ UI Z , X. FI''n HYDRANT G .�u BUILDiNIG NO. 2 1 FF-52.9 1 ILL LU : I �� �-+--f 1 LEGEND Etlll I N,� II ! o I LUMLNARE N C g t i o ' 3 1 0- POWER POLE f ' Cf31 II � Ex rH �-'F: 1 RII 1 �i ® auNcnoN Box (As NOTED) II 4612 !L'-.' VN) 1 ® TELEPHONE MANHOLE � m IE=48.94 t 12 E) O YARD DRAIN (�) `:•--�—�: 1 ❑ CATCH BASIN (CB) c~i i 'I II 1 I(0 STORM W NHOLE (SOW) Y Y 'X. CB 'TtPE i ''i II C SANITARY SEWER WMKKE (SSMH) —�;, ! DQ SANITARY SEWER E CLFiWOUT (SSCO) \: ;..� I ARE HYDRANT OLE -_ _ EX. GAS METER EX. GAS METER EB WATER MEMO II ..EXTEND 6' PRIVATE FIREL€NE 1 ® WATER MEIFx P T)P I y '.--""1— jj 1 I ' II I RIM-5�2.3G SERVICE TO BUILDING j SIGN 4.'�b� 14 it ASPHALT .. 4c.4Q t12 Ni ! II P I ! U I i - __.. _.._ _ _ -. __ _ ._ -. . � CONCRETE j Z € I ''; SEWER UNE z V) g vw ! _--- STORM DROOLE UNE N EX. WATER VALVE ' I 1' X CHNN UNK FENCE x p z CN _ _ 1.. .__ ..1 -__ .. _.. .. . I . .._.._ 1.. O N 00 U W .____ I--------------------------------------------------- EX. �1_ _____ ___ __. _-4 _____ ._- _____ ______ 1 ___. Z � N � w w _ONC Cj`ciYEWAti II. 1 w-."�`='___ )� --• '4---;;# - `- - 1 __ ti___.,_" - ,..I .__I_ 'AS-CONSTRUCTED C�ITFICATIOM z M cn 00 z z I 1 HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL 1` vrT i AiPHAL'' r E': :.NTH 1 E:X. 8" SD I LOCATIONS OF THE UTILITIES SHOWN IS THE RESULT OF � C4 CN w _— - _ — _ __ T____— - ____! A FIELD SURVEY PERFORMED BY ME OR UNDER MY u-T u-1 J �t- I SD / Y -s 18" SG t ".. �* t 4 ") �T F7. 72" DIRECTION. n DO w � III'--- f . t. . „ Y _ P I . III\� X. fi , - -- - - ----- -Y-- ------L" t,t---------------- ---xi Al: --- - - - ------------ -�F -fi=- --- ----- -- --- r'I-E1='- I I { y a __-______ ___ _____ ___ _________-_-___--__-__-_ __ ---___-___________ 7 ,.�,_ __-_- __ _ ____- ________. 1 DENNIS J. SALTY` L.S. 7 DA V`_ 0 ONAS ^ L V II ( I TY I .m i I N ^� 1 d' �_. 1�-T"(7 xtlrS.. �S ` r t EX CB E ! 48 .r / r GB �'7'P II 4S'a I d X B TYPC - 4&" I I I - -T A f rlE �. E} rvl.'h....a `\ 7 A 4"fU4 17.ITL r� l �F3.1 7 b I J Z g ,F�IIB� 4 1 I ( SY I;l'f l[ L / .�i I r 5" 4 411J e G I ! I LJ—LJ— LJ—lJ-11 I e� 4Czv 1 1 I tX. B�, IF -48 s I-: 44 U8 l :. " Sj ' * 4:t F 43 '0 1,I4 `, I I Q I �9 :iJysi iE 4482 "SR 7 j rr(iS11 I} �; = 44 r (Y :Y RNI_{^iIld)r i I 1 w LL' X < 6� ' &'' F.V I E, F= 4 A6 18" (8` FI F5��� r e.�j >t •. �5 (F !'•) r I = ev 0 1 I 3 72 (S W E3 E3s :I i i. H E3 1 e E- j 2 I& E) i p 4 HI- F-• -- t II ! T4.72'(8" Sal III .... 4.88 6' SETr j O � p 0 C _ � � N LAt� 2 V O FXPWEStltIY� to in o N _ _ _ 17701 37th St. N.W. LEGEND II r l/7 //''�� r r -r r r //^,� r) r I r r r r EXISTNG PRE STORM LINE YlJ ! �/ J J f�� �/ f �/f�lJ J plj 41gZ 6 r SFE N.E. -- - -- WATER LINE �ij lJ ` J ��.I \�` �f��/ �j �/j`� 29th St. N.W. W Q - — SANITARY SEWER —� T 3 o W PORTION of J.A. LAKE Donation Land Claim No. 38 and Claim No. 41 Z W e a ` _ CONCRETE _ T AUBURN ?` in the S.E.1/4 of SECTION 1 and the N.E.1/4 of SECTION 12, Township 21 North, Range 4 East, N 3 < O -G- - - GAS LINE and the S.W.1/4 of SECTION 6 and the N.W.1/4 of SECTION 7, Township 21 North, Range 5 East, Willamette Meridian > > m W --48-- CONTOURS --48-- a O City of AUBURN KING County State of WASHINGTON 3 (A U ASPHALT PAVEMENT 75fh Sf. N m ? o a a p� 53.00 �2 4 w w W W SPOT ELEVATION o c o ' x2 O Z U W VICMY MAP NO SCALE � � � U N r m M M Y W 07 m V LEGAL DESCRIPTION Q PARCEL 1: <� a o LOT 2 AND TRACT X OF AUBURN SHORT PLAT NO. SP-15-81, ACCORDING TO THE C SHORT PLAT SURVEY RECORDED UNDER KING COUNTY RECORDING NO. 8207299002; °0 0° A SITUATE IN THE CITY OF AUBURN, COUNTY OF KING, STATE OF WASHINGTON; EXCEPT 6 RIGHT-OF-WAY FOR 'B' STREET NW AS SHOWN ON CITY OF AUBURN L.I.D. NO. 332 'B' STREET ET AL RIGHT-OF-WAY PLAN; SUBJECT TO EASEMENTS OF RECORD. CONTAINING 79.885 ACRES. AUBURN MUNICIPAL AIRPORT WE DATA: SITE ADDRESS: 2000 B ST. NW (n AUBURN, WA 98001 UUUM V LOT4 ASSESSOR'S PARCEL NO.: 000080-0036 = W FUTURE ZONING: M-1 (LIGHT INDUSTRIAL) � (A Q 11I J 3 BUILDING 2 J. BRA�:":r,N SITE AREA: 79.89t ACRES (AF Z LOT 2 It Z BASIS OF BEARING: AUBURN SHORT PLAT NO. SP 15-81 Q = LU PHASE 2 OON RIL107IOM REC. NO. 8207299002 Q � � W W VERTICAL DATUM: NGVD W q J BENCHMARKS: CITY OF AUBURN REFERENCE NO. "Y' J O J USC & GS BM WEST SIDE OF R.R. Q OO W TRACKS NEAR 30th AND "B" ST. NW W m O SET IN FOUNDATION OF BUILDING IY d") Cr) PHASE 1 LION FUTURE DEVELOPMENT NEAR THE S.E. COR., EL=56.73 BUILDING 1 LOT 3 LOT1 4 L I SI-EET INDEX 1 COVER SHEEP _ 0 8 8 8 ° o _ J 2 GRADING AND STORM DRAINAGE _ > PLAN B STREET N.W. 3 GRADING AND STORM DRAINAGE PLAN v 'e o p O O 4 SANITARY SEWER AND WATERMAIN $ EXTENSION PLAN 5 SANITARY SEWER AND WATERMAIN EXTENSION PLAN 6 SANITARY SEWER, WATERMAIN PROFILE AND SECTIONS \�K. B 4 Z 7 CONSTRUCTION NOTES AND DETAILS oP2 WA 'y � o a � N• 2 a 8 SANITARY SEWER, WATER NOTES AND DETAILS �. 7 L7Z 5 25672 9 STORM DRAIN LFT STATION fS�-#A LT E EN a 000 cV f _ Or (0aD � Z EXPIRES � N Q � I z W LLJ 3 In In N N W O 1.0 .N.. 04 I THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT FIELD CONDITIONS AS OF (DATE) GN 0 zmv CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE FOR AS-BUILT INFORMATION, �v say, WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND BY: SEE AS-BOIL T SHEET / of 9 J Z REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTMTY, PURSUANT TO WAC 332-120. APPUCATIONS MUST BE COMPLETED BY A Q OZ. REGISTERED LAND SURVEYOR. APPUCATIONS FOR PERMITS TO REMOVE MONUMENTS % MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL FAC 0009-97 i RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. .� WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES UTL CONR..ICT NOTE: PUBLIC LAND SURVEY OFFICE CAUTION 1111 WASHINGTON STREET S.E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION. DIMENSION, AND DEPTH THESE PLANS ARE •APPROVW FOR P.O. BOX 47060 OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOUNG THE CONFORMANCE WITH THE 'CITY OF AUBURN OLYMPIA WASHINGTON 98504-7060 UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. ENGINEERING DIVISION'S REQUIREMENTS. THIS SHALL INCLUDE CAWNG UTILITY LOCATE O 1-500-424-5555 AND THEN POTHOLING UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED. REMOVED, OR ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY n O DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE CALL BEFORE YOU DIG: Approved By: l „�.t , _....t. L U °' AT THE DIRECTION OF 71iE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. i t S APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN LO N RESPONSIBILITY OF THE CONTRACTOR. CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH 1-800-424-5555 Date Approved: /7•;� i' 0 T CONSTRUCTION. rile: 5950-ol Date/Time: 05/02/1997 10:15 Scale: 1=200 Mike Boukal Xrefs: Z5950S,Z5950B, GRADING AND STORM DRAINAGE PLAN SAW-CUT AND REMOVE EXISTING Z EX. CB, TYPE II-48" GONG. SIDEWALK AS NECESSARY RIM=49.86 IX. CB TYPE I TO INSTAL 42" STORM DRAIN m Q Y EX. CB, TPE II-48" NEYY , TYPE I W J IX. CB. TYPE II-48' EX. CB, TYPE II-48" IE 18' DI E=46.96 RIM-g9.25 PIPE AND PERFORM CONNECTION EX. Cg c� I I', EX. CB, TYPE II-48" IX. CB TYPE I EX. CB, TYPE II IE I18'S' DI W=4 .96 RI 124 DI N=47.21 RIM=50.50 RIM=51.50 TO EXISTING CB AND REPLACE _ �d ( Q RIM=54.47 RIM=53.97 RIM=50.96 RIM=50.48 RIM=50.47 IE 12" DI 5=47.11 IE 1 DI W=47.03 IE=49.00 IN KIND. RIM-551.62 CONNBT. 45 WIDE DRIVEWAY x FULL OF 01 ATER IE 18' DI E=46.69 IE 12" DI 5 17.60 IE 37 CNC $$$$ 43.42 PER CITY OF AUBURN STDS. �' I ' OIL/WATER IE 18' CNC E=44.35 IE 1Y DI N=48.38 IE 18" DI W=46.62 IE 12" DI N=47.01 / F IE 1Y DI N=46.90 IE 30" CNC L�43.42 ( ) m w IE 18' CNC W=42.97 IE 18" CNC W=47-46 IE 18' DI E=46.62 IX. CB TYPE I 42 LF 42" ADS N-12 IE 42" ADS 1I�.42 w_ `o \.J IE 12' DI 5=47.46 C0NN6T. 46' WIDE DRIVEWAY IX. SSMH IE 8" PVC N=46.92 _ IE 12" DI N-46.99 - O 0.19% _ " Q = I (PER CITY OF AUBURN STDS.) IE Y9DI7 N=47.76 E RIM 50.18 i IX. SSMH I ASPHALT IX. SSMH 2' SAWCUT LIN ` IX. SSMH '� -------- EX.M1 EX. CURB, GUTTER AND I r���Er pip NEW PAVE61EIdT \ ea 0 °°F ^ SIDEWALK (TO REMAIN °e I RIM=50.95 I 30 1 H STREET N.W. I y° (PER DETAIL SHT. 6) RIM=51.33 I - _---_- --- I mo ^m ^^ �° 9e cr 2' SAWCUT DINE ^A I bi o `7_ M1�' 69 _ -_ --- Qe" o c� e� ________ _ _____________________�_____________ __ __ _ p_____L___ _______ _______ s _ o______hoa�_{_____ _c,° _____ ___ ____ _____�y-�y�j�______ R2_ ________ _� --__ __ __ __ __ __ _ _____ _ _ ___ _ _ ______ ____ _ _ ^ ____ _ _ m G O 1.1. CC f _ a _;A x ___' __ _ 1 J!']f'_ 6LY > _-�= �"' IY� _ _ _"TT-ITI.�_s �_aa ..�.�...�-��� fir 6 x .� _E v.I�K - - may W W W EX. CB, TYPE I o o r? iw� rYFjt '.r71 I I I ® r9i O E___ ♦. ♦ __ I o 0 I ' 200 LF 12' ADS N-12 O. 0% 152 LF' 427 S 1�12 O O 158 LF 12" ADS N-1 r`' '. ' RIM=49.65 Q Y 198 LF 1Y ADS N-12 O 0.20X I I I L � 52.S aF T H H.P. I . j �j /(, 1 NEW CONK.. CIS m a o $ Q U 52.6 52.0 5. i / 5 .0 9 52.0 (TO x m m Z I 52.54 I ♦ 5 .0 ♦:. I l (PER DETAIL SHT. 7) `� v Iz - 52. 51. �p�/ /�py/� yp� ��y/ /�y� �yp� �/ 52 I m m m o Z .. . J 1 lA ICA CBN3O, TIrG I NEW MJr4 TYPE II-/2' 9/N AREA DEDICATED TO THE CITY OFW LL NEW amn TYPE I O O.SOX ROOF DRAIN C811% TYPE I 1 .� ._ „59' m m I c> RIM=51.50 RIM=5L50 1 75 :'I RIM-51.50 W/BOLD LOCKING LD Q Q IE=49.00 NEW ASPHALT PMV 11' IE=48.60 IE=48.29 RIM=51.90 AUBURN Pam" A�PORT rn n m J (PER DETAIL SHT. 6) _ 51.1 a N I LTR OOF DRAIN O 0.50% IE=43.50 t'" 6' ROOF DRAIN O 0.50%CONK .CURB NEW CBM TYPE I / ' _ m m I o00 (PER DETAIL SHT. 6) 215 LF 12" ADS N-12 O 1.65X (TYP-)- (PER I NEW CBN4, TYPE h72' / 49.6 IE=48.60 8' ROOF DRAIN O 0.50% 49 W/SOLID LOCKING LIE) 6 53.0 51 RIM=49.50 v v /, ,✓ / IE=43.80 530 53.0 I II�IN CBN29, TYPE A-48' as.o NEW HEAVY ASPHALT PAVEMENT / M '75 98' ROOF DRAIN O0.50% NEW CBl44, TYPE I (PER DETAIL SHT. 6) ° "°- a� z af I I i ' M1M1, `}'� wEM4529 m I =54.0 i v / / ", 8' ROOF DRAIN O 0.50% 8" ROOF DRAIN O � / A - T ROOF D a I =52.0 ' i 4s _ NEW HEAVY ASPHALT PAVEMENT F � i (PER DETAIL SHT. 7) 5 p���p� p���Q� I R U WALL 7 �68 a xr PHASE 1 � PHASE 2 W I s= MIN NEW CBM, TYPE ICX)NSTF �� 'zo LF 12 nos N-12 ® o.zo% (TYP-) / / U O as.s O i RIM=48.30 490 µk/a _ WOD 270 LF 30" ADS N-12 O 0.15% TYP 140 LF 16" ADS N-12 O 0.209. (TYP) ✓ / _ ( ) ul (� Q RE a `" , �sg NEW Cet43, TYPE I NOTES co W J (PER DE . 7 i .t eM1 _ 5M1" �2^ _ ,.^ S� /� /�-� _ 'S RIM=48.30 1. SANDED COLLARS SHALL BE _ ( / IE=44.05 USED FOR ALL CB CONNECTIONS Z _ W r TO FLEXIBLE PIPE. Q I i Fri {_;. 120 LF 12" ADS N-12 O 0.20X TYP. NEW CONK:. PAVCiMB�fT h- NEW . ��__ ob 49.5 2. THE STORM MITIGATION FOR THE 6" SUBD � FOR ET. `�- (TYP.) / � r � � 49 0 � WALL. S 5p9. NII i c J I ' I i p �' �- / ✓' � t RIM=48.0 >h * - I MODIFIED DETENTION REQUIREMENT cQ W ' T _ 8" ROOF DRAIN O 0.502 / IE=44.47 ° �0-5v 4 ' 120 LF 1�" ADSIS 00% (TYP.)-% �/ IS PENDING PER AGGREEMENT. w a "hNEW CBM2, TYPE I 3. A TEMPORARY DETENTION POND CO W 49, I h >"' " WILL BE REQUIRED UNTIL THE Q CO �__ RIM=48.30 m 8" ROOF DRAIN O 0.50X x 49.5 REGIONAL DETENTION FACILITY / IE=45.52 • , = 7 x, IE=44.81 IS BUILT AND OPERATIONAL. I y -ry 120 LF 1Y ADS N-12 O 0.20% (TYP.) / 4 . 7 f M19 4s , a NEW CONC. PAVEMENT NEW CB IQ TYPE F72' IieW CBM TYPE 1 140 LF 18' ADS N-12 O 0.20% (TYP) # \ W/SOLD LOCKING LID IM=48.30 yyy.� ✓ sC RIM=49.50 I + m ( IE=45.28 '.wc'G"'- - NEW ASPHALT PAVEMENT e° 1 4411 r 4 -:. j y T ROOF DRAIN O 0.50% (PER DETAILS 6) p / IX. SSMH RIM= NEW CONC. PAVEMENT 8" ROOF DRAIN O 0 50 NEW CB127, TYPE �'�' B" ROOF DRAIN �O 0 50% - - I x i 1 RIM=48.0 n 0� ADS N-12 O 0.20% (TYP ) b .a EX. 15' SANRARY SEWER EASEMENT o s n u c IE=44.19 w" ° o Q 6' SUBD IN FOR RET. 49.5 "M1� .^ •co M > z WAIL, S Sp% MI i Ir =?. 49.0 49. I M x x 8 ROOF DRAIN O 0.50% n 1- 1 Z 1120 LF 15" ADS N-12 O 0.20X (TYP.) y+ - NEW CONC. PAVEA,ENT PE 6' ROOF DRAIN O 0.50% ' �WK TM WEST EDGE RUNWAY ar/x* 'ERIM44.57 IE a�{ .. ""�Y�%� IE=44.57 a c o W i / 140 LF 2W" S N-12 O 0.20% (TYP) � ' z> \ si�'//� I 'n o o n i l � FUTURE BUILDING 2 �� ' $ 300 LF 30' ADS N-12 O 0.15% ' NEW BUILDING NEW TYPE FF=53.0 < m �, i i✓- NEW CBM, TYPE 1 FF-53.0 ,y� / 4�-r RIM=480 �5'1� 120 LF 15y^-ADS Nj4)2 O 0.20% (TYP) Z; h ' RIM=48.30 ,� IE=43.91 ' IE=45.04 8- ROOF DRAIN O 0.50% \ 490 49.5 ' 6" SUBD NI FOR ET. T ROOF DRAIN O 0.50% ; WALL, S % MI 10' 490 e , , - _ii > o- In` I -I � K. Bq�M o z " t IpEW ° 120 LF 15" ADS N-12 O Q209" (TYP.) NEW CBW, TYPE I ��♦ OE YAS / N g m UTILITY EMERIM=48.30 I p ` w x a 6" SUBD IN; FOR ET. ' 8" ROOF DRAIN ® 0.50% _ �- ,/ ' D �° �� Z z w WALL, S= isgX MI . 49.0 A M 5 z MI 1,2% ; 140 LF 24" S N-12 O 0.20% TYP) _ / / \ I ' NEW CBI'4, TYPE h72' 25872 a C N m ¢ I IX. x �< y _ 6 RoogM1�RAw ® oso% WMBOLDLOCICNGLD j ass �istta ♦�� z M ko 00 ww DRAT E & ' w RIEW CBM,TYPE I A i 0NA L EN N I w 5 IE=44.66 Q �� 3 [l A , z ', 49 O ^ N N z I WA LUIN4fi i - 12015 ADS N-12 O 0.20% (TYP.) I EXPIRES e � IE=44.80 � , e � I t I 490 i / // 91 M1 \ 49.0 R1DC 49.h W w N O a M1 i 120 LF 15" ADS N-12 O 0.20% (TYP.) < / / i iK RINEW 01 TYPE ' \ " '4AL3 I NEW CB NO,TYPE 1-48' Y v v U N IE=43.63 THESE RECORD PLANS AND THE INFORMATION „ 8" ROOF DRAIN O 0 SOX 'r ` �/ Q 'p =: y?r RIM=48.3 SHOWN ACCURATELY REFLECT FIELD CONDITIONS NEW CBM TYPE 1-48' - r 49.0 \ a _ I IE=44.09AS OF (DATE) . F IEM4.56 30 ago f I OR AS-BUILT /INFORMATION N DN7 S6 i \ ROOF DRAIN O 0.50% ,5 I T ROOF DRAIN O o 0% 49.0 17 ! BY SEE AS-BUILT SHEET 2 of 9 J y z ' * 200 LF 30" ADS N-12 O 0.15% (TYP ) ; U i • c A' 140 LF 24' ADS N-12 O 0.20% (TYP) _ t � 0y e FAC 0009-97 = 6" SUBD FOR ET. a WALL, S= % MI I '' '$.y - _ . 120 LF 18' ADS N-1 O 0.20% (TYP.) _ v 0 1 , li l� , V h 7%T�rll I RI RETAINING�HALL 9 ` s I 49.0 5 THESE PLANS ARE 'APPROVED' FOR a e coy' (PER DETAIL HIT. 7) RIDGE CONFORMANCE WITH THE CITY OF AUBURN 4 � s ,. .q'b NEW CMk TYPE (1-48' '0 I e. I ENgNEERING DMSION'S REWIREMEMS. TW 54. r 120 LF 18' ADS N-12 O 0.20f. (TYP.) /i I' 50.0 I RIM-48.0 - NEW CBN38, TYPE I I o` „f 8" ROOF DRAIN O 0.50% � IE=43.35 r ,"' �+ � r r � - - - J ' " � ' RIM=48.30 1 Approved B 1iMrMwwrs, S r, E E S MATC�I 18" ROOF DRAIN O 0 50% o � �1 3 8' ROOF RAIN O 0 SOX . .�; e' / PP Y I J ` 8" ROOF DRAI01. O 0.50% Jer �P ,i t J.,-„r" ____-_-_-_-_-_-_-_-_-_-_-_-__ -______- - _ (' � - _ _°__ IE_43.85__-_-_-_-_-_ ' a Lo 'a N Date Approved -r , i . �i / •�/ File; 5950-gm1 Date/Time: 08/20/1997 07:38 Scale: 1=50 MIKE F BOUKAL Xrefs: Z5950B,Z5950S,Z5950T,Z5950H, 17 .4 GRADING AND STORM DRAINAGE PLAN I SAW-CUT AND REMOVE EXISTING Z EX. C8, TYPE II-48' CONC. SIDEWALK AS NECESSARY RIM=49.86 EX. CB TYPE I EX. CB, TYPE II_48• NEW CBM TYPE I TO INSTALL 42' STORM DRAIN vl IE 18 DI E=46.96 PIPE AND PERFORM CONNECTION EX. CB EX. CB, TYPE II-48' EX. CB, TYPE II RIM-19.T5 RM- 52.56 TO E%ISTING CB AND REPLACE Q EX.. CB, TYPE II-48' E%. CB, TYPE II-48" EX. CB TYPE I IE 18' DI W=46.91 IE 12 DI N-47.21 IE 18 DI N-47.03 IE RIM= 1.55W, �' Y1gpE DRIVEWAY x I RIM=54.47 RIM=53.97 RIM=50.96 RIM=50.46 RIM=50.47 IE 1z' DI 5=47.11 I�-49.J7 (12' N) IN KIND. IE -43.42 '11 �- IE 18 DI E-46.69 IE 12" DI S-47.60 (PER CRY OF AUBURN STDS.) FULL OF OIL/WATER IE B. CNC E=44.35 RI 12' DI N-48.38 IE 18' DI W=46.62 IE 12' DI N-47,01 IE 12' DI N=46.90 1 IE JO' CNC 43.42 IE 18" CNC W=42.97 IE 18" CNC W=46.69 IE 18" DI E=46.62 EX. CB TYPE I IE 12" DI 5=4"9 CONBT. INDE DR1fVEYYAY F 42" ADS N-12 IE 42' ADSpS- 43.50 EX SSMH 9 2 IE 8" PVC Nd6.92 RIM12 DI O 0.211L 18 W a IE 12' DI N=46.99 (PER CRY OF AUBURN STDS.) in E RIM=50. b Z I E 12" DI N=17.76 -. - - -"""�'- I EX. SSMH I PEW ASPHALT PAVEMEPR 11 2' S4wCUT LM ------ -------- EX. SSAIIl EX. CURB, GUTTER AND ye SIDEWALK (TO REMAIN) I 1, I RIM-50.95 STREET N.W. I .y (PER DETAIL . 6) M= . EX_I rap _ _ _ _ _ - - _ - _" �� __w- -- - -- - - - - - - - - - • SAWcur LINE I AIL SHT. ey U Q _ 2 P _ e �P� - - �,�r'F aP - a� _____ ° - _____-� _ .:...: -::.i.::.dr_ ♦� ri, _ R __ - - ;..::..�i. r. - _ _- - - -- - - w G .______________________________r______♦________ 43:]kY _____ _ ......a.......,.._, .:.:. .. ....� :�{�}� I$ 5 _ , --"'- .. '�,.• a "� �L �' e e ? it ) - I y RI 49 TYPE I o 0 0 3 ¢ . RIM 49.65 � � � r m m m m Z W NEW�. �il O o (PER DETAIL SHT. 7) , a k O m D O $ S W 1 r mmmm " L i iEW CBA02 TYPE I O o.50X DRAIN CM TYPE I NEW COM, TYPE 1 IEW CB I TYPE 1 72 59 I AREA DEMAT�TO THE CrfY OF z J RIM;- 51,49 $• RIM 51.4251.58 W� D I• L� +'' , Q Q IE-�M'HH IE-48.49 S12' E) 'Q IE IE-48.84L 11� IE/J{�(fJZlE./8.40 S)12' W)) 51.21 S A� 'R SAL Air %iFl ) IE-48.64 E) 1 j ) .y \ Y\ Y 4E-49.19 ' S E-48.53 12" E IE- �E-43.49 42" SF9IE-48.90S >. •-aaa E-48.42 12" S �. E-IJAI 42" N) c' $ I " -0 OHM 8" ROOF DRAIN O O.SOX 8' ROOF DRAM O O.SOX eo 0o n I $ LOrOOF DRAINOOSOX ►EW ASPHALT PAVE ENT � � 1 1'EW CBl2,TYPE 1-72"(PER DETAIL SHT. 6) LF 12" ADS N-1T O 1.65X �(F,{3; NEW COg3, TYPE I W BOLD LOCKNfl LD CONC. CURB f RIM 51.51 ' M= (PER DETAIL SHT. 6) apa'e IE I�-48.72 12' W) f IE-}T E-43.87 (36' NW) I b. T f , "�. " IE-48.94 �12' E) IE-43.68 (30 S) I { � r / r ;j°� r 1 53.0 � / a I % ✓ "F' r tt*IONS,TYPE A �' 49.0 Z 1$ NEW CBW TYPE I S 2r ♦8" ROOF DRAIN Oe0.501C ♦ r o RIM 48. S v' i �rj/'i 4 IM 47.94 3 " v NEW HEAVY ASPHALT PAVEMENT (PER DETAIL SHT. 6) � ' N,84 !�' N z I � `" ` : rt�14a63 B' S 'P 'n `��F ,'P IE E-45.58 (12" S) /�rs4 8' ROOF DRAM O OX s ` b / �, ' E-44.84 8 w) r I m I I 54.0 7 I �� r/r 8" ROOF DRAIN 0 0.50% "'� _ 'a -52.o I NEW HEAVY ASPHALT PAVEMENT (PER DETAIL SHT. 7) 279Y� co N iU )RAIN- r�� �r "?ay •t �jOR R I. WALL �' b isi �- a p�A� / / •o '1' '�� °� lK I114O W Q I� h / t-1-Ir1oG - ar 120 LF 12' ADS N-12 O a ##yXX w S=L5 MIN " r �' r r/ r� PEW CBF'�' , TYPE 1CONSTR f / � `r , > >,�'� I EXPI i♦iS•!X! � Q n i i �' RIM , 48.18 ) " �rC�/ y 8" ROOF IMNN 0 0.50% 49. 49. I ,(i76 AE=45.72 12' S d, .- b s r$ ,�, ;•3r0 (�l �8" E) ya y %'Aft LF 18' ADS N-12 0 ,y,� ' ` , - ' - 270 LF 30' ADS N-12 O 0.15X (ttP.) W CO N MCIH K ONE u% / �- - i - SA' R a 9 vx r a` w NEW CNIM TYPE I NOTE ((PEER%RAINK DETAI F{TT..�7 8 � / 8 � '�� Y ✓ �� � r a RRA=48.30 (( )) 1. SANDED COLLARS SWILL BE "' w 1 HEW S' E7QOl� r . IE-AXA6S E-45.J3 (12' S) TO FLEXIBLEPIPE.D FOR ALL CB CONNECTIONS W /rf' ✓9 ,F LF 12" ADS N-12 0 97Id �910X NEW CON. PAVEMENT _� 49.o r. 6' SUB( �pL FO�i IRET. rb /ems j Y 1 { 0.06 ""' �' WALL, S IX IAI I i, r Tr'� T' sir Y ors, NEW CB�'la Fes" _�- �d t f 49.5 2. THE STORM MITIGATION FOR THE MODIFIED DETENTION REQUIREMENT QLu ' iey N PEW CBi22 I '� S RIMr E-44. 7 18" N)) ♦ w hsrG >n ec W RIM , 48.30" 8' ROOF DRAIN 0 0.5OX +- , r E S) 8' ROOF DRAIN r ` J ' 4 � i IS PENDING PER AGCREEMENT. ' II r� s '""I IFf(JA2 IE-45,55 12" N '`' r �4s,Er " E- 2 "W) 120 LF iZ ADS N-12 , N 3. A TEMPORARY DETENTION POND 8 )) u IE- 8' E) ;1" � NEW CBI TYPE I WILL BE REQUIRED UNTIL THE 1E=40 5 12" S) , DRAM�O O.SO7G 48.52 Liy y LLL 6 _ _ _'IE=15E9 N)-- - - _ _ - _,$y "a? "y 4 F *y? �-__ F<- RIM- ` ( ) REGIONAL DETENTION FACILITY � � .. B� R� ,2.°y � "�A � �r ` ,� 19.5 � E•fy�;E-44.97 (15" S) IS BUILT AND OPERATIONAL. ^t 120 LF 12' ADS N-12 0 � PEW CONC. PAV91BrIR ` 0.32X YNEW CS 4% TYPE I-I { NeW CBI21, TYPE I % lF 18" ADS N-12 O W/80LD LOCIWU LID fyr�y f s IM 48.2 a II/,1'SZ8 IE-45.27 12' N : ` LEVY ASPFIALTPAVEMENT � _ �- wI (( )) a f I " , „ ` - ° � 8 IF�.A;%yk E 4463 (30 N) 'A8�•OON41fV1CTF�CHi1FiCATION' 1 t F ¢ I IE=45.24 (15' S) I I a , a (PER DETAIL 6) t- " aP "aP E-43.56 (30" S) I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL IE-45.44 8- E) o- < +•�' c ' T J EA. SSMH LOCATIONS OF ALL UTILITIES SHOWN HEREON IS THE RIM= RESULT OF A FIELD SURVEY PERFO ED BY ME OR UNDER MY DIRECTION. I- NEW cow TYPE FAr �� 8" ROOF DRAIN O 0.50X � ' y Rf? I 1 - 8' ROOF DRAIN 0 0. 8" ROOF DRAIN 0 0.50% ` Qs- r t'' RIAI , 4 . , •: / 120 ADS N-12 O E%. 15' SANITARY SEWER EASEMENT JI LS I I T r E, IE-14.15 18' Ilp \ O.fBX } I // 6' SUBD �N FOR RET. / / GF " ,C PEW CON. PAVEMErR ? h 3"'` IE-44.OB 24' S , I e'' _ z ♦ "e` ,� r 49.5 r DENNIS J. SALI.S. 2 D g FIL ".07 6' wJJ WALL, S SbX MI it £ / 49.0 ,y - �. IE-44.17 8" E) 49. t F a 49.0 8' ROOF DRAIN 0 D.50% - uYy�11 1 / yffijjf 15' ADS N-12 O j) ' / ay .1?' h.- PEW CM. PAVEMENT 8" ROOF DRAIN 0 0.507G ` �. ,ty".' a RI�W � �� 1 NEST EDGE RUNWAY n r p 119 48. 0.11 I I �" ya 1I' {y�,, p�rn e W wi i" ,ff 140 LF 2{t" ADS N-12 O - Ab 4 r\ \ ° " ` I 1�' 48. IE-44.76 (15" N) p p� BUILDING /� E-14.74 15 5 W �'� y 0. 'rF R 1 URE BUILDING G .p9 "aP /� n G u Y S o P f AIL' �: 3W LF 30" ADS N-12 O 0.15% (TYP.) LJ 1-BUILT �' '� _ NEW BUILDING s�v PEw c04M TYPE � FF-53D , e C812D, TYPE I mwyWpy . 7 7 / 4 IF 15'?J1D5 Nrl2 O%Q� R x I z: '' r n r RIM= , 48. I I ,•'i ' IEil6�R E- .86 (24j N) I Itl " .6U.7X611�{ 1 s£ IE IE-45.11 15' N �a r- `" IE-1 (24' S) < _� t 1 y �I} i ��/ r 8" ROOF DRAIN O 0.50X1Q0 r 49.5 6" SUBD AIR ET. /� IE-45.01 15' S I < - r �y S'j. ». IE-4 (8' W) 49. ar ,; A °y W (((( ) X - a, - v -' IE-44.2 8' E WALL, S= 15�X MI , i, 'r / r L()IE IE-45,11 €6" W) I X e� ,LL�LLB I yrv+•` Zs' K• BA( = w 5OEWAL h / �� s 15- ADS N-12 O I 49.0 , f .r NEW COIF, TYPE I P��Di 'A ASy� Q� - ON (UTILITY ASEMEN y ,"b,u 119 0. +a ,,, f r_ w a e s ,1, � .� I i RIM-OW, .36 O �. 8' ROOF DRAIN O 0.50 IE'TIl✓id ,E=44.38 15' N ti o o i 6" SUBD INI FOR LT. ' rt r // 8" ROOF DRAIN O O.SOX is b "?� 49.0 /` a e •9 ( )) WALL, S (SOX MI r 'v .,� r - r I ... s z,t i i a I I E=44.36 (15" S) > ,.7 N c¢V O / LF 4" S N-12 O ,� - \ I NEW CBM, TYPE F?-72" 5672 p ,ae 4 O IV DO C9 L ' a / / 1J9 I U.f6S{ <o e \ r I" I "W{SOLpLOCKNQLD J /SiEFE \� o � ND W EX. 0' r y , � ' Y a ) yap 8' ROOF,%bRAIN 0 0.50% - =. vt ar IM= 4 'T2pAA L EH� DRAI AGE & ° a F NEW CBM TYPE 1 t �� A _ I 9 I 49.0 s \ + J I IE= r)' , E-44.44 (30' N) WAT LINE ; it /N / '1�,�, RIM= , 48.27 I f .� c`!:..+ <sr' r � �. `.. \ I E-43.59 (30" S) E%PITIES N N z Z " 15' ADS N-12 O EASE ENT ; I IFS) E-44,73 (15" N) t � i a 'n W IE=44.73 (15" 5 � �'�� 9.0 - !t - 4 . N Z O O J " r rmr IE=44,88 8- E) 49.0 o r NEW CBI TYPE Fes' 1 eo w L d28ki k8/J I I ! S V+ RLM 7.88 \ .y t I I NEW CB W, TYPE I-IS' THESE RECaRD PLANS MID THE INFORMI1TpN Y v v ,T' 15' ADS N 12 O %% : y J rrl a 121 0.11 IE IE-4 3.58 (24" N '''• A^ J' RIM 48.32 5 ✓i r b B' ROOF DRAIN O O.SOX s ' �' IE-43.54 (24a S� t '( a' IE�� I Y T l�s PEIN CBIO, TYPE FAS" I I .1 `. .. ,t 49.0 E-4J.98 8" N '\ 1 I IE-M,07 (15" N) A$ OF Y TE) N 4 •DIyZ, 48.30 , a +- .,p E=41,05 (15' S) / a IE-441 15' N 49.0 4 E-43.68 8" E ? '1 yv yd ( S ; I I 6 DRAM 0 0.50% IE=44,60 ,B• S f a ' IE=45.25 6' W) I ~ ' r x 8" ROOF DRAM O 0.50% 49 0 r r; BY: ,' '� sr. I II I y 0 y r ro r� Nt'W d" EXTRUDW C Tf t, a ` �� 200 LF 30" ADS N-12 O 0.15X (TYP.) tl iLF 2 ALiS N-12 O �' Q� a \ FAC 0009-97 6" SUBD ! FOR ET. " !�� r r .r-k O ""° 1�141� 1• O.16iC �� `:: .r'+ 120 LF 18" ADS N-1), O WALL, S= 60X MI 11 \ e�c� 4' MOH M K ONE ; / ,'ia NEW COW TYPE 1-�S' �7� 49 Y I I I I I THEE FLAILS ME M�PROVED- FOR b' � � Gov I ° I - O N RiETA ALL fit' t ATr PER DETAIL I F RM / 4Z87 1� ( IE E-4J.32 CONfORMMICE WRH THE CRY OF AUBURN TW 54 .f s 'Ay r E-43.22 (24 i �a EHGNMRM D 'S REQUIREWNM. B 50.0 -r/' $ 120 LF 18' ADS N-12 O � y ,h ' r .i E=43.86 8' a ti �COW TYPE 1 ., 8' ROOF DRAIN 0 0.50% 0. 1x c '. } �' '' E-43.39 8" "y+' 1 RIM 48.39 E 1 'r� IB' ROOF DRAIN O 0.50X •�^+"s' '� .�"+'�' d �"�r $6" ROOF N O 0.50X r IE E=4J.78 15' N APPrOVEd BY: z o 1 N 8' ROOF DRAIs' O 0.50% =gFr S L ' t 1 r15 ^ q E_43.75 18_�____ n 7--- „k .♦� ��_� � � `�� ��•y* � Dote Approved: I b F (rL r file: Uute/Tim¢: 01/16/1998 12:43 Scale: 1-50 mikeb XIe1a: Z5950825950S,Z5950T2595011, 1 7 GRADING AND STORM DRAINAGE PLAN I i45 S `. �, ®v I t q11 �.` ....iq. ry� I I --------------------------------- T- - --------- ----------- - i 5----- Z e 8" ROOF DRAIN a T ROOF DRAIN 8" ROOF DRAIN O 0.50% - �° NEVY CBIb T1PE A-72' �n MATCFL�E j------- 8EE BHEET 2 --- -- r 4s.o 1: / I l a �---------------- Q Y O 0.50% - 1 �2 o. `ROOF DRAIN / ��� RIM=50.0 I w J NEW TYPE A-48' O aa50f IE 44.96 c> / -' CM < Q 6' SUB N FOR CONC. PAVE�EIi RIM=48.0 _ N 1-4 W - '� y ii REi. W L 5=0. % MIN. I NEW CBi17 TYPE A-48' b _ ' : IE-43.35 EM43 853 @. ' / "" I I W I RIM=48.3 1 250 LF 30 ADS N-12 O 0.15% o �q W i b'" IE=44.32 235 LF�24 ADS N-12 O D 20X ("`Of'd(�. PAST O w o V PHASE 1 49.0 i NEW CONC. PAVEMENT 4 PHASE 2 NEW CONC. PAVEMENT49 I Z Q I NEW BUILDING 'A' a r NEW BUILDING 'B' 02� 0 I FF=53.0 \ FF-53.0 �� /�l� CL 221 LF 18 ADS N-12 O 0.20% \ 6 I I Z o o , / 228 LF 18" ADS N-12 O 0.20% 4 . / W<b ; I', 51. 53 ASPHALT PAVEMENT \ \ NEW HEAVY ASPHALT PAVEMENT 49.6 (PER DETAIL SHT. 7) �' �' t 49.9 (PER DETAIL SHT. 7) 1 8" ROOF DRAIN 4' I i. agy 8" ROOF DR/4�1 1. O 0.50% +P� O 0.�9 DRAINS ' � �, I _ ��yaroT HEAVY ASPHALT PAVEMENT ��_�� Mw o o O O (PEER D AIL All i Nth T.E,e,VY ASPHALT PAVEMENT O 0.50% \ \ ; i NEW TYPE 1-48' iSPHALT PAVEMENT \ M (PER DETAIL SHT. 7) o 00 (W� I „ (PER DETAIL SHT. 7) RIM42.68 (PER DETAIL SHT. 6) NEW CBIKi7 48" I o C 1 3 IE=42.68 RIMW C GC - 8" ROOF DRAIN ASPHALT PAVEMENT \ / NEW TYPE h48'-7 CBM TYPE 1-48' IE-43.39 I I I - Z v ( i J O 0'.50% (PER DETAIL SHT. 7) 53 RIM=51.2 a IIM=514 59' AREA DEDICATED TO THE OF o x Y n W 2 > •� •' / AUBURN MUNICIPAL AIRPORT 42 IE 81 , I N - s i moor Mimi Z W NEW CBi7 TYPE 1-7T m J RIM=53.0 001 / 0 IE=48.83 12" IN I Q Q I ( ) IE=46.48 (3G IN o _ ' n 1 ; 1 , > NEW CB1 TYPE F77 �� � 52.4 52.4 52 4 ' �n 1 Z I / I ,l �/ 2 O 0. 6 N 1 0 2 I III RIM-53.0 z L ____ _-_-- -__ ______J L ____-_-J L_ - �_ _ L ___ J IE=45.33 6 CBNB TYPE 1-W NEW CB19S TYPE FAA NEW TYPE 1-a ` W N 12 O 0.20% 52.2 52. 3:1 IE=48 9 3_1 I z I. _ N Ni m RI A=51.20 RIM-51.20 RIM=51.25 RI =51.5 Air ..._... 1 I IE=43.88 IE=43.54 IE=43.21 ® / 30 LF 36" ADS 3: IE=49.9 52.0 .1 3:1 1 I F6' ADS I I 1 80 o N-12 ® o.z% Ds h NEW HEAVY ASPHALT PAVEMENT \10 LF 2•1 ADS N o ) I NEW HEAVY ASPHALT PAVEMENT DRAINAGE (PER DETAIL SHT. 7 (PER DETAIL SHT. 6) CB I ( \P�\ / I 114 LF 3T ADS N-12 O 0.15% I(PER DEWL SHT. 9) I 222 RIM=53.00 52 / �i/ III 5 1 � IE=42.58 (36'• N S) NEW CB1145 TYPE I-.- I I RIM-51.20 22 LF 24�� Ad�S IE=42.94 ho. N-12 O 012X I EX. 10' SIDEWALK & \ 51S 51 9 - - - I o UTILITY EASEMENT 1� L 24" ADS 125 LF 24 ADS 53.0 125 LF 1 AD I ( W 13i4! y^, N-12 \g 0.2% 3a N-12 O 0.2% 3:1 I N-12 O 0.2X 3:1 53.0 \'�, '\y, N-12 O 0.2% \ NZ 12 O 0.2%LF 12- S N2 12 O 0.2%S N212 O 0.2 LF 19' � > 00 o I I I A NEW HEAVT y�IiALT PA NEW 1-48' NEW TYPE NEW 7 TYPE F-4tl' I I W W R . RIM=51.00 RIM=51.00 RIM=51. 0 I I I ~ u PER DETAIL S 7 I I.-.� ( IE=42.74 IE=42.99 i IE=43.2 NEW CBI48, TYPE 1-48' c (n Q I EX. 40' DRAINAGE & I / RIM= .49 I I CO W ( 3 WATERLINE EASEMENT 1,15�J.F' 24" D.I. PEF��{AP TELIION\y/ NEW THMpCf�AfNY �'NN)CN-4PCA'� Z_ S�1 01 0.00% 1•I�-T• I I IE O ND=46.0 (PER CITY OF AUBURN RED 1gEMFdfTS) 117 LF 3T ADS TOP=53.0 (MIAF?} I I I �"' Q T (TEMP( tARY) `,qQ N-12 O 0.20% MAX. W.S. W-52.0 ," I I EXIST RUNWAY IE O S. END=46.0 TOP DEAD-STORAGE=50.p I Q W (TEMPORARY) 3'1 I W I 53.0 J J \ \ NOTED NEW SPLM=LOW CONTROL \�`- e _ i I ( 1. SANDED COLLARS SHALL BE Q m i \ STRUCTURE, CBI10, TYPE 1-W 4,A _ / i USED FOR ALL CB CONNECTIONS W ' \ PER DTAIL SHT. 6 / �x I I6 II I I TO FLEXIBLE PIPE. � C0 \ \ RIM=5420 ; 1 IE=-54, (36" 0L1� ��. / / / / 2. THE STORM MITIGATION FOR THE IE=50.OD (12" OUT) IS PENDINGPER AGGREEMEEfT.NTION ENT IE=48.50 3T IN LIMP.) / �,1 o' \ IE(2 YR) 18. 7 TEMP.) / / II I i / I I 3. A TEMPORARY DETENTION POND 0 (2 YRl - I8R7 CFS a / I WILL BE REQUIRED UNTIL THE .Y 0 110 YRl• 28.15 CF8 / > \ \ 0 (100 YRI. 39.50 CF� g�+ / / s I I� �I I REGIONAL DETENTION FACILITY IS BUILT AND OPERATIONAL. LL 53 V / / III I III I 53.0 voi �i a j ( c M o 1 1 J// .�✓ / / I I EX. 15' SANITARY SEWER EASEMENT - m ` 1 FUTURE DEVELOPMENT AREA INURE SD SYSTEM t ( III o o s' o ,,�► of CONraM�wTaN i ff I K. BA4 i � z I ��a �25672�0 4. > 04 M g O 6TSTIL S">`a" Q 0 N 0000 i, f70NAL EaG Z a0 Lo 00 w z ^41 < I Z w Zn ca LO l a ' N Z w I I > �,, / eh �U'I II 00 Li O O i l I I I hh 0 yoe _ \ I IIII II I I THESE RECORD PLANS AND THE INFORMATION II. SHOWN ACCURATELY REFLECT FIELD CONDITIONS I ! III IIAS OF (DATE) ° 7. FOR AS-BU/LT INFOR AT/ON, �N Say, BY:SEE AS-BOIL T SHEET 3 o/ 9 J i FAC 0009-97 g t I\ v o THESE PLANS ARE 'APPRwEor FOR CONFORMANCE WITH THE CITY OF AUBURN IV ENGINEERING DIVISION'S REQUIREMENTS. O L ` I \ � � Approved By 1� S..�I� E � o z o z Date Approved: Sf2115� {{ , ' File: 5950-gm2 Date/rime: 08/20/1997 10:56 Scale: 1=50 MIKE F BOUKAL Xrefs: Z5950B,Z5950S.Z5950T,Z5950H, 017 D +4 d-G GRADING AND STORM DRAINAGE PLAN r< --------------------------------- ... r 6 L44 ..�i4} 1 _-___-_ 1 _ _ Fir e_oLTn4GE0 ___ a '_ 9 / 8" F DRAIN S _ �_-___-___- '-_- 49. Y.2YC i - _- ---_-_-_-_____-- 4 1T`°� 1 8" ROOF DRAIN It A « II NEW CB16 TYPE A-72' ® YDO7 O 0.505r �F DRAIN ��e % RIM i4 4 ' r ''. Ili• ROOF D O O.5D% r IE/ IE=44.B8 30' N J 1 1 CM 6" S B IM FOR I/ v AEYI COI'IC. PAVEA�B'If �' ft� T / - RIM 47.87 NEW � ,n IE=M.88 (30" S) � C Q i NEW C W TYPE A-48" is Y IE= IE=43.72 24" N RIM BET. WA L $=0.5 7. MIN. I 1 9 / `'+ ' i'4839 II U I r / RIM 48A0 t a f �1�'f�' /�A r/ IE=)y IE-44.35 (18' N) 235 L 24 ADS N-12 Or E=43.86 (8�"W3 IE E=43.75 IB" S 4 �' r I 250 LF 30" ADS N-12 O 0.15E w o I w I / IE-44.29 (18' S) Q, ' p��CIE=4 }9 ((8' Ew , PA i /y r 'i , Q" IE-M.65 8' E) "S 'tom ) <. rl-W°7G 2 4 NEW cl PAVEMENT NEW BUILDING 'A' NEW BUILDING 'B' , , 1 FF-53.0 \ ;' r ' FF-53.0 LF 18' ADS N-12 O rr, w r y,r / rrr o m o y H TYPE 1-48" �/JLF 18' ADS N-12 OiJY!!yx t °r u4 49.6 RIM 229 0.28% - ,, ( W ASPHALT PAVEMENT t u r j IE= IE!422..52 (24' E %� I II I I s r w w w «'� / ` ) " e / yI ! IE-42.64 (24" W NEW l �- fg i I h hh I -� a a a U 4' k 1 . 8' ROOF DRAT IE-42.22 3fi" S 'a h' M1- m W BETA A LL w / O 0.509 RIM 51. HEAVY ASPHALT PAVEI ATT s w w w O PER DE AILS 7) )s � 1. ;,:: NEW HEAVY ASPHALT PAVE�T \ \ r IEJ IE-4 .35 (18" E) NEW �� TM� \ I (PER DETAIL SPIT. 7) m o IE-43.32 (24" W RI51.24 I w o S o (PER DETAIL SHT. 7) l/ >' NEW TYPE �IEWVE,4*3,1 r REI 2 1 3 42. IE=47.05 �18' '"� I a B" ROOF DRAIN ASPHALT PAVEMENT IE i1E=42.69 ((24' E ,0 y I � I vg I J 0 0.507. (PER DETAIL SHT. 7) !: / IE=42.60 (24' W; 8' ROOF DRAIN O 0.50E / I 59 AREA DEDK.`ATED TO THE of m m m m Z W ry / yr: 9 t 9y' o D o n ,}1UBUFN MUNICIPAL AiPOFTT I o a Q V HEAVY ASPHALT PAVIE NT: I I r L m M 0 Ta sl+t. 7 Y m W m m m t F rr, J • n , ,, ,., ., y, �. , r. ,,. F _ ,: W ,. . x, , . _„ � TYPE wr m m 1� 4 u r. ,,, ., a , ,, i;r, ,•^e. .,, „a r r �.:. / /".f,. ,: F.; .: x .r, ,, . u, /,.,r , _.r xrr _, .,r , ,, r '' ,G, Syr,, ...8� �'� w RIM IE= 1E=48.55 12' W) -.,r,:._ _ E �4'/JP�E=46.24 36" SW m rn .: E4.,:A05 i2 6, 0.25 i84 . K., rA198. 4„) ;� L3. 1% 1 ,2.. 2.Q s .,.. , 3%__, ) rn a e .. , ,. ,.. _t <; , , .:w ,l� . .... ., , , .,, .,<,: ..., ,..� ..,,,. ,r,. s , _ r,o y E-46.25 S)36" Qyi I :.... T . ,, .: . ,,. ,, n,.. .>,.,., ,_., r„ ,,,:., ,r.,< 'ru _.,v., l ) n m w e m o4 1 I 1 I -( .4 I I I 52.4 52.4 m m n m z Z , / L___________ ___________J L_________ rG ADS �- � I I 20 LF NEW CBl18 TYPE -M• NEW `C.�15 TYPE -�• NEW �14 TYPE 1-46' L - RIM 51.56 , , U 4 N-12 . 0.48E :1 52. 52 3:1 I RI 51.24 RIM- 1E ' E-42.76 24 W 4 - .__... __._... I , _ � RIM- �I� LF-3 " ¢ I IE= IE=41.13 18" N IE IE=43.47 ((24" E IE= IE=43.13 ((24" N) (( Ej)LLm I X I I IE-43.95 (24" E; IE=43.54 (24" W; IE=43.05 (24" E) I 2.69 (24 IQ T % \. 31�;W/LF 36" ADS 3: I =49.9 52.0 .1 3:1 I NEW Q�E TYPE 1-T2' o IE=44.89 8" N) 45.66 6 NW N-12 O 3 - S ( I l a IM NEW HEAVY ASPHALT PAVEMENT LF 24' ADS N T t�'� 4 t1 O IE-45.29 30�30" N I I 37 (PER DETAIL SHT. 6) / r NhM1 I E=45.47 8' a DRA�IAOE SiA i I I . CBm � j I (PER DETAIL 5 ) r •. «A » / - /s i s ' s' i. './ / r �. I ( 1 ELF 30" ADS N-12 O 1 I RIM 52.4� 90 0�. I I I IF (36' R S) r r' r , = I EX. 10' SIDEWALK h 51.5 5 9 I Y S J h o UTILITY EASEMENT i 1 3 1 \ �< y 3:T I 53.0 �� 3:1 3.0 t h I I o'. \ n14xd�f�f I i 145.35 � 1pa�: ff}�6 5 a�JR 0 1 I I A NEW HEA TPA Od/A6 i I I I I I I M I ? € uj 3 E'L� EX. 40' DRAINAGE Q (PER DETAIL 5 WATERLINE EASEMENT \ / Ir' NOTES:D COLLARS SHALL BE ` s�15 F 24' D.I. M1M1 / ALIATA 5 m .D=46.0 117 LF 30" ADS TOP=53.0 MI I USED FOR ALL CB CONNECTIONS 0.00% PROYDE FP- NEW THTPO AIRY V11 DETENTION POND i I I I USED FLEXIBLE PIPE. XPIRES: t •t5.Op Z W ( ) (PER Cltt OF AUBURN RED I MFdlTS) _ ( II 2.0 »,p^� I 2. THE STORM MITM1.710N FOR THE 2 I I I T P ARY E O S12 0. END-46.0 TOP D S DEAD -STORAGE I I MODIFIED DETENTION REQUIREMENT T IS PENDING PER AGGREEMENT. �J,J I I "i\ \ \ (TEMPORARY) c w 53.0 f?h / o I °° I I 3. A TEMPORARY DETENTION POND c J ri ° -./ WILL BE REQUIRED UNTIL THE J J \ NEW SPUTFLOW CC44TFpL ��" '9 -"- / / �" I I REGIONAL DETENTION FACILITY EXIST RUNWAY J Q W \ �f�J(,`T Cep, T•(PE -•jJ8• 1,_ / °" 5 BUILT AND OPERATIONAL. �- � m I I \ P R TN HT. 1 I \ EM 3 ) E-46.43 30' W) IE= ) IE-47.00 36' SE) f IE=50.13 (((32' 12' Of 1.63 it ' z i I I •' � / � /8 I� iI I III � � •hyn�•" / / I 'AS-0ONHIRUCTED CERTFlCATIM Wr I 530 / a5p I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL , / I bM1 I I LOCATIONS OF ALL UTILITIES SHOWN HEREON IS THE I 53.0 " hM1 I h^ I ^RESULT OF A FIELD SURVEY PERFORMED BY ME OR I ''UNDER MY DIRECTION. o 0 {•---EX. 15' SANITARY SEWER EASEMENT i rYr 'o x CD 1 1 FUTURE DEVELOPMENT AREA 1 1 � DENNIS J. TYS L. . 27328 DA E v( n 1 \ I lAle, II �"' 11 1 I I�U>k1RE SO SYSTEM t l II 11 � � � IIII III I xa I I I 1 1 � 11 1 I1 a u ¢ o AREA OF CONTAMINATbN' \I ;i I i III AS-BUILT La It II I WB s z � 1 s 9y Ld a � III I i i x h' / 56 ERtG\�"``"� a o cNv Z o II II I ANAL EN zmID � � € 1 EXPIRES i ^ Q Z 3 � wN N Z LAP �� I� II III 11 N ko z o o THESE RECORD PLANS AND THE INFORMATION AS OF Y REFLECi,Fl CONDITIONS �N , 11 �I ( I I I I ►III! oM1 `� bd BY: J y W II o I I .'2 FAC 0009-97 1� _ I 1 1 I I bb t W I I I \ y I THESE PLANS ARE 'APPROVED' FOR L cowl"" _V I I CONFORMANCE WITH THE CITY OF AUBURN 1 o I Q I 1 1 I \ ENGINEERING DIVISION'S REQUIREMENTS. a I By: ° Approved o / z 0 ep Dole Approved: fn o a rl;r, P'\ :f^kprejA5s50\eaulnncring\59'i0- t,""deg Dale/11', OI/IG/lo98 II:35 Scala: 1=50 adkeb Xrers: Z5950U,75950S,Z5950T,75950H, q 70 14 89-l- SANITARY 'SEWER AND WATERMAIN EXTENSION PLAN vi EXIST SSMH 408-11 RIM=50. IX. 10' UNDERGROUND COMMUNICATIONS NOTE: b EX. 20' SANITARY IE-31.10 (7Y E, W NOS EASEMENT (REC. NO. 8412210680) CONTRACTOR SHALL VERIFY LOCATION Y SEWER EASEMENT IE=34.10 6 SE) CONTROF EXISTING 1CTOR Y�WA WATERFY MAIN AND (REC. N0. 7409120391) OF EXISTING 1Y WATER MAIN AND w SWILL PERFORM WET-TAP CONNECTION p SHALL PERFORM WET-TAP CONNECTION m 30th STREET NW PER CITY OF AUBURN STANDARDS. 6 LF E D.I. W E PER CITY OF AUBURN STANDARDS. c Q� _. -. -. I - - - E EX SSMH _ - 3o I wi 0 BR RELOCATED) IE=31. � Q i IE=32.1II 4Y S I 9-------- -- ---- -- --- -- -- -� -�--- AFIRE - - - - -- -- -------- IX. FIRE -- - � - 7.98 (18' H) � � ���FFFXXX _ . 1Y W 1Y-W- - -- �j Z bb IX HYDRANT ---A( �i �i 3 . _ __ _______ _ti____________ EX. N'______ ___________ __LII _ II . IX. 1Y_ W _ _ _ HYD ___ 4_ ______ _ _________________ __ ________ ______ _______.__.7e_ _ c.__Ce_ _ ____ _ _. ------_ ------ _ ,�.., -i[34 -sue',. ___ --_-_ --_ - __ r.�.n, _ ����--._..�--��__ - - - - - - -- --0 IX. SSMH I �). ' - ss ILL. � Z Q 0 \ �F�J d W U I I �j 7.ETRfY MMlIOI.E 1-1Yx1Yx8• TAPPING TEE (MJ x MJ x FL) m a a Q EX WATER METER. - 1-E GATE VALVE (FL x MJ) "' o W W 140 LF PVC ( i-E GATE VALVE (Fl x MJ) - / r ( Z E D.I. W C LO K ✓n CONIC. BLOCKING m o c z RELOCATED FIRE HYDRANT • s .. - \ m m m t W I i Yp m m 2 EXIST SSMH I Mew Bs�i 906 29 �. p m 3 V a RIM=50.30 - r � RIM 1.3� v� Q IE=35.10 E SW r IE=,T1.O 7Y E, W) m o o s W I I I IE 35.10 ESE m m s� _ IE=34.E E NW) o Z J I I IE=34.92 E S) 3 m Q J y I i�l 80 LF E PVC SDR-35 - m n rn ; n� i' ;! ; /'l•', SS O 3.00% � p NEW 8BCO I ;•"� PC RIM=52.70 IE=37.29 m m n I I E O BLDG=37.40 IE O BLDG.=37.40 m z ~ I _ IBFAIL �e 1-ExExE TEE (MJ x MJ x FL) li I I i RIM=52.70 13 LF END I IXTE VALVE (NSION MJ) , w E=37.25 1-5 1/47 MVO F.H. ASSY. PER i C.O. AUBURN STD. DETAIL WAFH-1. INIIT� EX. RE CONIC. BLOCKING I / -Ex8'xE TEE (MJ x MJ x FL) PHASE 1 PHASE 2 1-E GATE VALVE (FL x MJ) TI I i _ _ 1-5 1/4 MVO F.H. ASSY. PER I I C.O. AUBURN STD. DETAIL WAFH-1. Q " t CONIC. BLOCKING 00 GATE VALVE MJ I I y v 71 LF E D.I. W c Q I I PRIVATE FIRELINE (n J EX. SSMH 100 LF E D.I. W _ �E%. 15' SANITARY Z Q SEWER EASEMENT W i , 'T BALL• (REC. N0. 7409120391) ~ _ D IX. 7Y SS I i a9 1-E GATE VALVE (MJ) / • I �- I + ; NEW BUILDING 1 Q w I ' w � J T _j J FF = 53.0 _ END -LINE GATE VALVE (MJ) LU CO w O m 3 MIAL4• I 1-Ex8'xE TEE (MJ x MJ z FL) �FALLi 1-E GATE VALVE (FL x MJ) E%. SSMH 13 LF E D.I. EXTENSION / ' - 1-E TEE (MJ) RIM=52.01 _ ``.. CONIC. BLOCKING IE=35.41 (4Y N. S) 1-5 i/4' MVO F.H. ASSY. PER FUTURE BUILDING 2 IE-36.31 (1Y W) '• C.O. AUBURN STD. DETAIL WAFH-1. ' CONIC. BLOCKING I ' f FF = 53.0 I I RIM=48.15 NEW 15' WIDE SANITARY EX. 1 Y SS IE=37.02 (E S) SEWER EASEMENT IE=36.92 E N - I 59 AlEA O®ICAT®TO i S o 0 I 1 i I THE CRY OF AUI IN01 I -6 H e is i I IX FIRE 1 , y f''"". _ * Io >^ a HY NEW 15' WIDE ' w; :� WATERMAIN EASEMENT , _ �TALLr i EX. RUNWAY m I k 1-E■E:E TEE (MJ x MJ x FL) c� 1-E GATE VALVE (FL x MJ) I O s a ) 18 LF E D.I. EXTENSION v $ a I 'n' 1-5 1/47 MVO F.H. ASSY. PER .� o• c u n c C.O. AUBURN STD. DETAIL WAFH CONC. BLOCKING 16►N1. 1 Ex8'xE TEE (MJ x MJ x FL) r 6c j, I _ 1-E GATE VALVE (FL x MJ) Nsr 22 LF E D.I. EXTENSION / 1- GATE VALVE MJ I i s 1-5 i/4' MVO F.H. ASSY. PER C.O. AUBURN STD. DETAIL WAFH-1. , _ I = 71 LF E D.I. W CONIC. BLOCKING K_ BA( 3 r PRIVATE FIREDNE NEW 15' WIDE P��t,( 'NAS F O Z w I Z WATERMAIN EASEMENT O g I 1 , 100 LF 8" D.I. W a BBTALL' Q Z Z GATE VALVE MJ 5672 > M N N 3 mw 0 I W I 1 i 1 ! / IN f fC/STEPF \ Q O N 00 Z ¢ 'r7pNAL C�� 00 ww a 04 I w EXPIRES I END ^ N W Im WTALIJ ' 1-E CROSS (MJ) I �� CONIC. BLOCKING 1-E IN-LINE GATE VALVE (MJ) 7}� RECORD PLAITS AND THE INFORMATION IX. FIRE 1-E%E%E TEE (MU x MJ x FL) - I ' 1-E GATE VALVE FL x MJ SHOWN ACCURATELY REFLECT FIELD CONDITIONS I a T 22 LF E D.I. EXTENSION ) AS OF (DATE) `N 4 D/y7, 5 1/47 MVO F.H. ASSY. PER I FOR AS-BOIL T INFORMATION, GJ Ss, �.- •$ C.O. AUBURN STD. DETAIL WAFH-1. NBf gOb-3O I BY SEE AS-BUILT SHEET 4 0I 9 y CONIC. BLOCKING J 1 I _ - GATE VALVE MJ �N SSW ` a I °t 3 RIM=48.25 / w I i NEW 8800 New 8900 IE=39.12 ((E W) ' RIM=48.90 IE=39.12 (E E) ��% FAC 0009-97 = -=1 E39.750 t IE=40.15 IE=39.12 E S 1-Ex8'x6' TEE (MJ x MJ x FL) + J a {s aI � ; i, SJ wi3 1wy tia1 �-�" IE=39.02 (E N) 1-E GATE VALVE (FL x MJ) S Sw% 1'r r.�.� �/� '(rr��' _ 18 LF E D.I. EXTENSION 8 0 CONS Zb,t. G' 1 sN' ,f v r, 6 .E G C.O. AUBURN STD.47 MVO HDETAIIL WAFH 1, T}iESE PLANS ARE �APPRO4EOr FOR MA CHLM IE O BLDG=39.80 IE O BLDG.=40.02 � � J 7 CONFORMANCE WITH CONIC. BLOCKING }{ THE Cam( OF µJgLJ� ------ L----- - --------------------------------------------- a L� . 1Uia ---------------------------------------- ------- ---------------- ENCINm+,Nc onns+on5 REQUIREMENTS. c, a; a O Approved By: 5...(�. E U to Date Approved: 4 rF File: 5950-swi Date/Time: 08/20/1997 07:23 Scale: 1=50 MIKE F BOUKAL Xrefs: Z5950B,Z5950S,Z5950T,Z5950H, SANITARY SEWER AND WATERMAIN EXTENSION PLAN I '^ EXIST SSMH o MM= EX. 10' UNDERGROUND COMMUNICATIONS NOTE: EX. 20' SANITARY IE-31.10 (72' L w NOTE: I SEWER EASEMENT E=34.10 (8' SE) CONTRACTOR SHALL VERIFY LOCATION EASEMENT (REC. N0. 8412210680) CONTRACTOR SHALL VERIFY LOCATION w (REC. N0. 7409120391) OF EXISTING 12' WATER MAIN AND m _ OF EXISTING 12" WATER MAIN AND �fNL L+1'�CCT SHALL PERFORM WET-TAP CONNECTION Q\ SHALL PERFORM WET-TM CONNECTION Z ® : I �7V lTT SI FEET PER CITY OF AUBURN STANDARDS. 16 LF B" D.I. W E PER CITY OF AUBURN STANDARDS. ec __ _______ _______ _______ ________ _ ___ — _ E� 59A1 w p W - I EX. FIRE HYDRAW I 4 •w r _ (TO RELOCATED) = 18 n' w) o _ 18 55 IE 3i. ( j) _ — — — ((( - - - � - - - - - - - - - - - - - - - - - - - - - - - - t w — - - - - - - - - E7l: T1RE' - - — — EX. FIRE -- I E=37.96 (18 x 3 'a Q Z EX. 1 " W — x W— _ w 3 EX. 12' W E%. 12' W E . 2 RANT -1 'W- 12 FIY RAW HYDRANT HYD — P(. — - -- ---- D - - - Z -_--- - - - w I`, t Sy. 4' -------- --------- --------- ----------- --- 'i' - -T� --- _-- ---_ --_ --_---- - -- - -- ------ - =_te r--�"�����_-�_...P--- ---------------- ---- - --- - -=- -Y - E -- -- --- - - - - - - - - - - - - - - �' R] �` ffil8 _R l EX. SSMH _' 35 LF 8 D I. W %. 7 _ rc Sp a '< wmw �r, { 12"xB' TAPPING TEE (MU x W x FL) a a n - $.� /5// 1-8" GATE VALVE (FL x MJ) w o o EX 72 .. r.: - (� MJ) �'{� CONIC. BLOCKING m � I, C TITI1 ry � y � p S T {{ i .•. " 1 [ �� ' 4 3 / � 8". CATS VK t ,, ;r� ,: � :_ "} RELOCATED FIRE HYDRANT � m m m U l NEW 88M1 r - RIM= 50.1 { o ' 1-8" 22.5' BEND (MJxMJ) ;.� 34.781E=36p1B 6' S'IQ - , CONIC. BLOCKING _ o '^ o o Q 34.88 IE- 6" SE - ) m m m m u 34?P / 34.63 IE-'Jy3p 8- NW) m m J Q r _ 34J2 IE=3f401 18- S) � .� w w vv'il s SS STUB 8 m rn n m nk I ��� n 80 LF 8' PVC SDR-35 SS O 3 188 LF 8" D.I. W x��� w .007< 1 . r INSTALL: coo m n 9 BLDG.=37.40 (Mill IE CONC.2BLOCKMC MJxMJ z c WrAl 1-8'x8'x6' TEE (MJ x MJ x R) d, PiTH Ti9 Fe RIM= {lfI 52.31 ., / 1-6' GATE VALVE (FL It MU) / r y i , E=37.25 i/�� 13 LF 6" D.I. EXTENSION - "6 LF 8" D.I. W ;�/ �,.E n 1-5 1�4' MVO F.H. ASSY. PER _ ,r/% / �� W 50 C.O. AUBURN STD. DETAIL WAFH-1. �- %. IRE i ��� p�� _ '" / CONIC- BLOCKING '� ✓i; . ��' IIfY ANT PHASE 1 PHASE 2 � ��; 1-8'x8"x6' TEE (W x W x FL) - / 18 L F 6'D If D.I. FNSION ) 1-5 1/4' MVO F.H. ASSY. PER C.O. AUBURN STD. DETAIL WAFH-1. �'/ , ,'i ', ✓,/ Y/ '�. 1 /'/,i GONG. BLOCKING I It CF) / /�ff�'j gy i �r, 9 TTC W g// 1-8 GATE VALVE MJ 71 LF B" D.I. N 4 / PRIVATE FIRELHE EX. SSMH — 0 -- 100 LF 8' D.I. W � ' ii ' r�". / EX. 15' SANITARY Z a. r r ` ti SEWER EASEMENT LgD W KFALIr f *'m' i Q E%. 72" SS GATE VALVE MJ y q� (REC. N0. 7409120391) F EXPIRES:1 -Tb•00 Q NEW BUILDING 1 q w ' � J fiiggsFF - 53.0 �-8" IN Q I i �6 ✓ ✓, ai - CAP END 1-B" IN-LINE GATE VALVE MJ) /r y� ( AB-0ON6IIll CE3iTFICATIOIf Al x8 IX. SSMH CERTIFY ALL UTILITIES SHOWN HEREON ISVERTICAL 1-8" "z6" TEE (MJ x MJ x FL) THE LOCATIONS( ) RESULT OF A FIELD SURVEY PERFORMED BY ME OR 1-6' GATE VALVE (FL x MJ) ✓ a / 13 LF 6' D.I. EXTENSION j/ C�� �E�K RIM=52.01 UNDER MY DIRECTION. 1-5 1 4' MVO F.H. ASSY. PER �� _ �7 �p� / IE=35.41 42" N, S) _ C.O. AUBURN STD. DETAIL WAFH-1. s y 31 FUTURE URE BUILDING 2 , ii IE�36.31 �12' W) �/� ✓ / NEW 15' WIDE SANITARY f / o GONG. BLOCKINGher ✓f SEWER EASEMENT FF � 53.0 ' v -_ -_ -_ -_ i !, o�. %�i/ ✓ E 'r ENNIS J. SA L S 27B DATE Ex. 12" SS D / / f M"48.07 j - IE=.YIAk (8' S))36.84 � r -30W (8' N)36.52 / ✓ h/ '. 59 All DEDICATED TO IE I ✓ 7 / �/ THE CRY OF ALAI o 8 EX HYD�FIRE o a NEW 15' WIDE ' it {`ram` Y a WATERMAIN EASEMENT _ "✓ "/ I1BpLIJ EX. RUNWAY "a 1-8'x8'x6" TEE (W x MJ x FL) o k� ' 'i✓ ✓ ;' / �r _ 1-6" GATE VALVE (FL x Ml 18 LF 6' D.I. EXTENSION �i y / ' i /'C 1-5 1/4" MVO F.H. ASSY. PER c `! 3 p, , , / ' , C.O. AUBURN STD. DETAIL WAFH 1. o: rfi yv a�� s L •- - �� � CONIC. BLOCKING 1-8 x8 x6' TEE (W x MJ x FL) ✓' AS BUILT 1-6' GATE VALVE (FL z MJ) �/' ' 22 LF 6' D.I. EXTENSION I 1-B GATE VALVE MJ MVO � j 1-5 1/4' F.H. ASSY. PER C.O. AUBURN STD. DETAIL WAFH CONIC. BLOCKING 71 LF 8' D.I. w PRIVATE FIRELINE NEW 15' WIDE N Q� 01 wASH7 O uwi WATERMAIN EASEMENT �✓ / 100 LF 8" D.I. IN i /%imp _ NBTAW ✓s �� L rj/yg, yF / 1-6 GATE VALVE MJ t �� y ' Z w S672 D 4Q wNj N N g p g O N a0 T g, % S70NA L LNG Z a�i a'�0 w H— /y/ 6,// /a9v r // /✓ � ' ✓y EXPIRES Q I 2w c/// i�yr�✓7/ END , uJ u, 2 D AROIA / ��l N N m Mill // 1-8 MF CIW OS$ (MJ) 00 Y 00 // / INSTALL; EX. FIRE ' �ii% � _ CONIC. BLOCKING �' ��, � � Nq � T� / 1 8'x8'x6' TEE (MJ x W x FL) 1 /6r � 1-8" IN-LINE GATE VALVE (Ml SHOWN HY AW � ' y /6//H/�6 `� 1-6' GATE VALVE (FL x MJ) -. ( j a Y MUl KMS o /��o 22 LF 6' D.I. EXTENSION ti {p' Mir AS OF ) 4Op18 //?d/ /r 1-5 1/4' MVO F.M. ASSY. PER ✓ ifs#. 6� y� �/ i✓i///,'/�� „ �'( C.O. AUBURN STD. DETAIL WAFH-1 f i 9 J CONIC. BLOCKING - ' rG BY: J �i ## 1-8 GATE VALVE MJ mewa I u '� /r 1r/y r J 70 IF 6' SS ° d Q z 1,05 6 i IE-W+�X2 6' W F �- r`J Ff(OXH 75 E=S45t2 8' S 175 y l S /r�/ 8'z8 x6' TEE (MJ x MJ x FL) FAC 0009-97 E=39?fY B' N J8.45 r / / ( ) RIM= 48-48 Y 18 L GATE VALVE (FL x MJ) J TN ��iii 18 1 4 D.I. EXTENSION �� GpN�' y- / ��♦ �i 1-5 1�4" MVO F.H. ASSY. PER � PLANS � '�QyED• � MA %t�f DPrdB168' F � 1Pi V Bk9BA44O>FLSEE SHEET 5 r / � C O. AUBURN OCSTD. DETAIL WAFH 1. CONNFORMAl WITH THE MY OF AUBURN CONIC. BLOCKING i 6 REQUIREMENTS. +r ------------- Approved By: L e ,0 Dote Approved: 0 File: P:\sdskproj\5950\engineering\5950-bwt.dwg Date/Time: 02/04/1998 17:00 Scale: 1=50 mikeb Xrefs: Z59509,Z5950S,Z5950T,Z5950H, -7 SANITARY SEWER AND WATERMAIN EXTENSION PLAN Y,. -------------------------------- /}��� 1 --- . - r, .z - —-—-—-—-—-—-—-—-—-—-—-—-—-— -—-—-—- MATCHUM PHASE %- 4 SEE SHEET 4 EX SSMH I w ZCONffniucTm Y RIM 52.99 e Q I NSTAIL E=38.15 (4r N, S) c 1-8"xB"x6" TEE (MJ z MJ x FL) ' _ 6IX IE=38.99 (12" W) 8" I c I ; ; 1- GATE VALVE (FL x MJ) 1r SS I c 13 LF 6' D.I. EXTENSION e k _ TTTT ram' `o_ w W 1-5 1/4" MVO F.H. ASSEMBLY PER �- C.O. AUBURN STD. DETAIL WAFH-1 CONC. BLOCKING i cr Q NEW BUILDING 1 FUTURE BUILDING 2 NEW 2" DOMESTIC SERVICE NEW 15' WIDE J 0 W/1 1/27 DOMESTIC METER FF = 53.0 WATERMAIN a s Q FF = 53.0 PER C.O. AUBURN STD. i EASEMENT 1www DETAIL WASM-2. - NEW 15' I DE SANITARY SEWER I �' Q Z 0 NEW r IRRIG. SERVICE EASEMENT NEW r DOMESTIC SERVICE a w w 0 0 W/1 1/2' IRRIG. METER W/1 1/1 DOMESTIC METER IIIWALL I °- a a:I NSULL PER C.O. AUBURN STD. PER C.O. AUBURN STD. 1-8"z8"x6" TEE (MJ x MJ a FL) w w 1-trxlrz8" TAPPING TEE (MJ x MJ x FL) DETAIL WASM-2. NEW 15' WIDE DETAIL WASM-2. 1-6" GATE VALVE (FL x MJ) c '� 3 Z 1-8" GATE VALVE (FL x MJ) - P WATERMAIN EASEMENT 18 IF 6" D.I. EXTENSION o o w CONC. BLOCKING Ew r IRRIG. SERVICE 1-5 1/4" MVO F.H. ASSEMBLY PER w - i ? NFTTALL` NSTALL W/1 1 r IRRIG. METER I X Z o I 1-8" 457 BEND MJ z MJ EG / C.O. AUBURN STD. DETAIL WAFH-1 (A ( ) 1-8" 45' BEND (MJ z MJ) P R C.O. AUBURN STD. 'd' CONC. BLOCKING m m m w i CONC. BLOCKING I �. CONC. BLOCKING DETAIL WASM-2 0 0 0 $ W N I EX. FIRE 6 / F WE w D Z J J > l i O Z , L _ _J L_____ WTA____ _J -_ , NSTALU - INSTALL; -Ir 9O BEND (FLx MJ) z NEW 15' WIDE 1-B"x8"x8" TEE (FL x FL x F ..,_,,.L) - _..,_,,._ B" 1 ® 1-B' GATE VALVE (FLXMJ) I NOTE: WATERMAIN 1-8" GATE VALVE (FL x MJ) �� � �� CONC. BLOCKING '- GONG. BLOCKING ; CONTRACTOR SHALL VERIFY LOCATION EASEMENT CONC. BLOCKING 47 LF OF EXISTING 1r WATER MAIN AND IBTALU D.I. W ' L > SHALL PERFORM WET-TAP CONNECTION 1-B"x8"x6" TEE (MJ x MJ x FL) MAINTAIN V MIN. VERTICAL CLEARANCE gps-31 e PER CITY OF AUBURN STANDARDS. 1-fi" GATE VALVE (FL z MJ) IEW 3 BETWEEN SANITARY BSifl i i 10 LF 6" D.I. EXTENSION ;q r 1-5 1/4" MVO F.H. ASSEMBLY PER SEWER AND WATERMAIN RIM40.62 C.O. l•OT I .O. AUBURN STD. DETAIL WAFH-1. EXTENSION. gp.51 E=40.62 y CONC. BLOCKING 40.56 E=40.72 If INSEALU 1-9" IN-LINE GATE VALVE (MJ) _ _ I W J 1 T g BEN ALL ; w o I ; 107 LF 8" PVC SDR-35 SS 0 0.50% CO LOCKID ( MJ) _ _ V EX. 10' SIDEWALK AND IE ® END=4L26 � 00 o UTILITY EASEMENT (CAP END) WEST EDGE W 0) w I IcoQ EX, 40' DRAINAGE AND w EX J . 12" SS I I WATERLINE EASEMENT I _Z F' EX.I FIRE / / j )— Q w WERARE = D EX. SSMH I c RIM=53.47 I Q w w i IE=40.83 4r N, S) r J I � EX. SSMH It E=41.61 �1r W) J 00 w E / ; w co m I I ; I I EX. SSMH I (� EX. SS I . � i o n z o EX. SSMH EX. FIRE I o WE IRANT N i 'm o o n O O U Y O AFFA OF CONTAMINATION I \ IW I , \ 0 Z Y \ K. Bq4 O w v, oQ ti Ld xx S672 '1I QMNN g = S 00NW Z ¢ I �Gf J fg/STER4 \ 0 rn ttoo 000 w w S70HAl EHX' N Q I I Z EXPIRES � 3 N N 2 N LLJ Z O O 2t Ne Ni U _ \ THESE RECORD PLAM AND THE RFOII MON \ SHOWN ACCURATELY REFLECT FIELD CONDITIONS I AS OF (DATE) Ex. ,r ss i FOR AS-BUILT INFORMATION, I \ I BY: SEE AS-BOIL T SHEET 5 of 9 i EX. SSMH Q '� I \ RIM=55.27 '= w I ; IE=43.57 (42" N, S) FAC 0009-97 \ IE=44.47 (Ir W) ; I I ' QOPba ; ca"5Jy II w \ I THESE PLANS ARE •APPROVED' FOR ENGNEEII DMSION'SE NG REQUIREMENTS. o11lhy1, � � _ Approved By: L s4___ �.✓� E In m p ' Lam— J�-����._ ^ o I ' I a � .r.. ° ..' Z � \ ; Date Approved: G�?J��7 Lf) File: 5950—sw2 Date/Time: 08/20/1997 07:33 Seale: 1=50 MIKE F BOUKAL Xrefs: Z5950B,Z5950S,Z5950T,Z5950H, cy7 0 4q' 4 SANITARY SEWER AND WATERMAIN EXTENSION PLAN --- -- � � � -------------------------------- OWE 1 ----- -- 2----------------------------- ------ +-------- 1-- xr".W rs ... -- - ----------------- cc MATCH NEE - y p / /r'y EX. SSMH w Z Y CONS 1 FMTM� / VONS l IUC � M• '� RIM=52.99 / y ' ` a v IE-38 15 42' N, S) LL /4 1 8"x8'x6" TEE (MJ x MJ z FL) yr _ tis r /// IE=38.99 12" W) 1-6' GATE VALVE (FL x MJ) IY 1 y r ri �� n �X. 12" SS c Q 13 LF 6" D.I. EXTENSION '�` _ yr' w 4 fr 1-5 1/4" MVO F.H. ASSEMBLY PER "^:. a ✓ a rg ih..� yfyf w .^ r C.O. AUBURN STD. DETAIL WAFH—I. _ r fy S4 ) o tt CONC. BLOCKING 1 � FUTURE BUILDING 2 H ; , > ` ;_ z cc NEW BUILDING 1 NEW 2" DOMESTIC SERVICE kir¢ > NEW IS' WIDE r � r W/1 1/2' DOMESTIC METER � vvn FF ' JJ.O WATERMAIN "/r.r sf m a ¢ /� r� :/ z d n-jr's s CAr (L FF ' .O PER C.O. AUBURN STD. '` r l NEW 15' WIDE EASEMENT 1'50 Z DETAIL WASM 2. s SANITARY SEWER � f " v Q Z O I � y O NEW 2' IRRIG. SERVICE `� EASEMENT NEW 2' DOMESTIC SERVICE )' < �. y, a W/1 1/2' IRRKO. METER w W/1 1/2' DOMESTIC METER r r i v �qy, ti cc w a m NBTAW PER C.O. AUBURN STD. PER C.O. AUBURN STD. �ii w o 0 �J uJ r NEW 15' WIDE DETAIL WASM-2. 1-8"x8A6' TEE (MJ x MJ x FL) m Z 1-12"02%8" TAPPING TEE (MJ x MJ x FL) DETAIL WASM-2. 1-6' GATE VALVE (FL z MJ) o 0 1-8" GATE VALVE FL x MJ WATERMAIN EASEMENT s a 0 0 rl ( ) a, / 18 LF 6' D.I. EXTENSION .� NEW 2' IRRIG. SERVICE ) z o CONC. BLOCKING I, �,ti,, E/ 1-5 1UBU N S F.H. ASSEMBLY PER ; LL W 1 1 2" IRRIG. METER C.O. AUBURN STD. DETAIL WAFH-1. U) (MJ x MJ) n - 1-8" 45' BEND (MJ x MJ) P R C.O. AUBURN STD. d i CONC. BLOCKING m m m m ` W CONC. BLOCKING �n r CONC. BLOCKING DETAIL WASM-2. •° I I E%. A y� m m o a HY ANTW ''' ✓ , .. /lr; :. ,., „ ; e . .:.,r YFv n r 1 O" TE ) _ J I. i i i :y r ..,.. .', . / o, _,rr1 4': / .. Y c «. f / F , .r r' f.. ,i, o... . 1Y e: •, . r b ) „ f,S.pP ,. r 4.. ..,. . . m m Z.,,r, c: r .r r u H .r . _.r ,, ,., r, ;✓ r / / o: r .,. F :/.. sr..,r/... ,; : t:, ./ . 8 '90`:. , . i W t 9,.,,� .,/; ,. . ., ,,,, , , f/.... :..., r .. .r. rr ,.�; r✓.,.. .,: ,: „ .. /.,., .. /r . r. „ ,. , ,,:.,. ., <. ,, �,. r.,,.r ,;`:, ,; ,..Y .,a,,. ,�... j.. � ;yc�: Q ,,, y ' I I I I I J f x Z ; L----- --- L---------- -------- —J L- — ------ � R vey/ 0 . I I T NEW 15'WATERMAIN DE !8F GATE•VEE ( L xxF ) FL) I". r „;I I I w -0--�.} $ r psmn(W-.+_"W —... ...— % /yi d INSTALL;-8- G ' COONE%STING SHALL MAIN AND LOCATION NBTAW EASEMENT CONC. BLOCKING I LF B. IF / I I `2p LF 1 OI W y J`bi i-8" 90' BEND (FLxMJ) L 9 - - I - ( > TRACTOR FY IN NOTE. x 2 1 8" GATE KING FLxMJ CONC. BLOCKING SHALL PERFORM WET TAP CONNECTION 1-8"x8'x6" TEE (W x MJ x FL) MAINTAIN i MIN. I1 so v y PER CITY OF AUBURN STANDARDS, 1-6" GATE VALVE (FL x MJ) VERTICAL CLEARANCE ' 3 1D LF 6' D.I. EXTENSION BETWEEN SANITARY NEW BBlik 1 5 1/4" MVO F.H. ASSEMBLY PER SEWER AND WATERMAIN C.O. AUBURN STD. DETAIL WAFH-1. EXTENSION. 40.511E=#QW �, WINE, ^ CONC. BLOCKING 40.581E=*M (8' S) („ / is' / r 1 x T r r WAFNII `�/ /,✓,,`' r% s r r 131 it INSTALL; 1�ii.F b '� 'YI'% r r { i /• 1-8" IN-LINE GATE VALVE (W) J � li 1-8 END MJ MJ EX. 10' SIDEWALK AND 107 LF 8" PVC SDR-35 SS O =41.20.50% C OCKI ( I IE O END=41.26 UTILITY EASEMENT (CAP END) WEST EDGE LU o RUNWAY EX. 40' DRAINAGE AND I EX. 12" SS Z WATERLINE EASEMENT 11-- W EX.I FIRE HY RANT EX. SSMH 1S I LU E=40837(42- N S) ( I N J J IE=41.61 12" W) tdEKT SYSS� EX. SSMH k'$' W SfW�E t 27325 I I C� s tAtm II E)CPIRES: t -15-CO I ; � 3 EX. SSMH fli I 1 N ISL' W I I EX. S "A9-CONBtT✓AICI®CE3ifFlCAT10N' 1 HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL UTILITIES SHOWN HEREON IS THE o II RESULT OF A FIELD SURVEY PERFORMED BY ME OR a r4 n B < UNDER MY DIRECTION. .. 1 r i EX. SSMH DENNIS J. 775 L. . 27328 DATE' q gl ' EX. FIRE HY RANT L o x o s IY AREA OF CONTAMINATION It5 �w AS BUILT H Z j P�Ey K. Bq< g N Hr W a <'No z z Q 0 N 00 U p 25672 O 'vim O N e0 Z I s ��fSfCOS1ER�'G�?4' Z rn (0 000 w OONAL EW N Q Z 3 \ � 3 � v1 Wz EXPIRES ( 4 N w 00 W 00 � [i m THESE RECORD PLANS AND THE INFORMATION w SHOWN ACCUFfAT Y REFLECT FIELD CONDITIONS TrlN ' \ EX. 12' SS —{L (� /"e I I I BY: J 2 \ EX. SSMH Q V RIM=55.27 W IEa43.57 (42' N. S) FAC D009-97 77 7 \ % IE=44.47 12' W) THESE PLANS ARE "APPROVED' FOR b8 4 coNSJV ENGI� DMSION SE WITH E CITY OF AUBURN REQUIREMENTS. CO o P Approved By $ In�o z — — Dale Approved: 0 N .,, . . NL++ P'', ��prnjA5950\arn�6iAeilnq\5950-bx2,Axq DaIA/llrne. 01/i6/1998 10:12 Seale: 1 -50 mikeb X,e1e: "17D14.34 SANITARY SEWER, WATERMAIN PROFILE AND SECTIONS SCALE: HOR. 1' = 50' cr VERT. 1' = 5' zCL ..... ...... .._..... ...._. ......._. ..._.... .. _......... _ ... ... ......_. _.... _.... _..._ .......... ..... w ..... EXISTING: GRADE O SECTION : : . . . : : : - - z ._ . . .... .... .. :.:.. � Z !� 55 PROPOSED GRADE 0 SECTION . . . . . . 55 - W W W O . . . . . . . . . . . . . . . 0 0 ct r — 0 0 0 50 50 EX wr 000g a u- w mo o — H r z a w .. . . . _. 107 Lr if PVC. SDR-35 SS 45 m m GATE VALVE 0 0.50% cv . . : TEE � iim Q . . TEE/FN TfE/FH: IE 0 END=41.26 . : . .GATE VALVE m H w^ . .. :_ GATE VALVE _. : 40 40 . ... ........................ ... V S R 'fV c NEW SSMH : : . : : I . . : .4 — 5: . : :3TA 12+39.3 ado m n . . . . . . _ RIM=52.00 'Y . . . C•• H . : : : :IE=40,62- (&N) : . : : . : . . . . . 4 — . . . . STA 9+39.0: . . . . . IE=4D.72. (8'S) 35 ... _... . .. WAH . . RIM 48.25. . . _. _._.. _.._.._. . . . 1 — . . . . . . . . . . . .STA 5+38.1 . . . . . . . _ . R1A1-48.15 12 (6'E) IE=37.02 (r S) : : . . . IE 39.12, (8'S) . . _ . . . . . .STA 1+39.0 : . . . _ . . . . : : : IE=36:92 (8"N) . . . . IE 39 02. (grN . . . . . . . . . : . . . . . . . .RIM=50:30 . . . IE 35:10 (6'SE) SANITARY: SEWER AND 30 E 35.10'.((E SE STA IE 34.92 (6"S) WATERMAIN PROFILE 0+00 RIM=50.95 1"=50' HORIZ. IE=31.10 (EX. 7r E, W) IE=34.10 (NEW If NE) 1"=5' VERT. w V 4 l88 = CCw00 w w - 3 W > 56 55 56 Q W (o w 11 FtlRiE PBU_DING 3 : : : . . . . . . . : : - - . : . . . : : : : : : . . . : : O - - � I \ — - - � W c°g m . . . . . 5a I _ :.:. L \ s4 54 IEXIST. 54 C ) .... . I . . . : 53.0 . . : : . . . . . . . . . . . . . . . . : : : : : . . . . . . . . . BERM F 5 . . . : . . . . . 'I : . : : : \ I . . . I \ I :NEW DEIE#lilgl POND TI@IA w. : : : : : : : : : - MAX. W.S. ELEV:=52.0 I :\ 52 52 �, .:_ : . .. .... .. . .... .... ._. ._ //— DETENTION F(MID 'EXISTING GRADE" _.. . 52 NEW DETENTION POIND B[3#N . : : -/ TOP DE 44 0 _ j/ TOP DEAD STORAGE=50.0 EXISTING GRADE �. . . . . I .MAX.: WS. EL.-52.0 MIN. TOP POND EL=53.0 N EX. TEMP-JY �. : . : . i } 'V' DITCH : : ITFOFWA DRAINAGE - NEW ASPHALT PAV6A34F 1 : : . : : : : .. S \� _ �BETBII=ON POND I TOR DEAD STORAGE=50.0 - MAX. W.S. ELEVPOND LEV I 44 _._.. _ MIN. TOR POND ELEV=53.0 � POND BOTTOM=44.0J _ I(L - �' N EXISTING DEPRESSION 0 0 0 $ 0 44 :.. POND BOTTOM 44.0 J 44 SECTION A-A SECTION B-B 1"=50' HORIZ. 1"=50' HORIZ. _ 1"=2' VERT. 1"=2' VERT. z — P�s of WASly O N o� Ld o z a zw p-1 w 046 2 14 z /$TERSE '1 1 Q o cNll 000 ao N r > SyDNAL ECG rn <0 00 w z LLJ N N w v ZQ � Jr Y �— U THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT FIELD CONDITIONS AS OF (DATE) N 4 'oy/, FOR AS-BUILT INFORMATION, � SEE AS-BUILT SHEET 6 0/ 9 J ? I z w FAC 0009-97 ? 1 gS' THESE PUNS ARE "APPROVElr FOR b8 4 coy' CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS. t 0 Approved By: ,D=Y� -T.,4K E o Z t O Date Approved: 8/al q7 co File: 5950—A4 Date/Time: 08/20/1997 11.38 Scale: 1=1 MIKE F BOUKAL Xrets: Z59508, -17 SANITARY SEWER, WATERMAIN PROFILE AND SECTIONS SCALE: HOR. 1' - 50' w VERT. 1' - 5' Z _.._.. ...... ..._. _. _ .. ......... .. . - ... ........ ....... ... .......... ............. ... . . . . . . . . . . . . . . . . . _ _ . . . . . . _ . pL . . : . . . . . . . . . . . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �+ - . � ' : : . af cc / ¢ ro U . . . . . . . . . . . . . . . . . : . . . , . r : : i . : : : : : : EXISTING GRADE O SECTION . . . . . . : r : : : . . . . . . . . . . . . _ 55:.._...._ . ......... . _........ . ...... .. . ..... . ...:... ._. ...: . ....... . ... . ..... . . . -. . ..... . . ..,._ _.__ __._. .._.. ...._ ... _ .. -. .._ ..... .. . .. . . . . . . . . . . - . . . . . . . - - - 55 . . . PROPOSED GRADE O SECTXXr . . . m U . . . . _ . . . . . . - . . . . . _ a �� :�_ ...... .. ... ....._ _. .._ _. . ..... .. . ...... .......... ._ ..... �- 1 0 .. ....-.. 6 0 50 _ . . . . . J ir - . . . : . . -..: -_:. .:_ i _107 LF 8'.PVC SDR-35 SS45 m m m m u 45 _. _... : : : : : . : - .GATE VALVE O 0.50% . . . m a . . TEE L i i J TEE/:H : : : IE O END=41.26s . W m n m GATE VALVEVALVE; _ ^^ 40 ', .�*�� 'TV _ . ... 301 0.59% 4 m m n . . . . . STA 12+39.3 z 399 . . : NA _ RIM B N8t40:51 9+39.0 �� 0.3 : : - : : . . . - RIM=48.25 : _ !';( •S) 40.58 143 - :.. _ - .... .... ... .. .... _. .._ IE=;B�']x(61Y) 3665. _. 35 STA 5+38.1 E (6 E) 38.75 E IE- (8•.07 S) 3a.w . . . . . IE (8 5) 3675 STA 1+39 D . . . r . . r . . . ! : : : . '. :IE : (8•N) 36.52IE (8•N) d8.45 IE�d . (6'SW)34.78 . . . . . . . . - . . . . . . . . . . SANITARY SEWER AND 30 IE ((6•SE)34.88 _ r { . _. IE (8•NW)34.63 EX. SSMH E_ . '(8"S) 34.72 WATERMAIN PROFILE STA 0+00 RIM=y(),ly 52.39 • 1"=50' HORIZ. co N IE=31.1d (EX. 72 E. W) 1"=5' VERT. W Q N IE=3410 (NEW 8. SE) Q W ccn � �J3 Q � w . . . . .. ........ . ......... ... . . . . ff w . : . . . . . : . . . . . . . !. . . . . . . . . . . . . r . . . . . . . . . , PAD Ron : . : " . . . . . . . EXISTING . FUTURE BULD[7Q9. . : . . . . . . . . . . . . . . . . i . . . . . . . . : . . . . . . . - . : . . : : : : : : : : : : : — - . . i . . : ' i : . . . . . . . . . . . : . . : j : . . . . . . . . . . . . . = T W m . . : : : : : : . . . . . . . . . . r . . . : : . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . ` l 54 . . ..: :.:.. ........ . . . ...... ._. .;.:. ......... .. . .... ..................................... ....... ..: . . : TOP OF -EXIST. . . . 11 . . . . . . . .+ .:.. . . . . . . . : . . . . : , . . - . . . . . I . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . I I BE l . . . . : . . . . . . : : MAX. W.S_ ELEV.-52.0 ( \ - 52:..: _:_. - ..... ................ 32: I I - � ... .�. . . . . . . . . . . ...BOTTOM=44.D: . . : EXISTING GRADE . NEW DETENTION.POW III : . . . . . . . : . . . . . . . . . EXISTING GRADE . . . . . . . . r �. . . . . . . . : ! . . . TOP DEAD 'STORAGE 500 : . . . . . : . . . . . . : : : - . . : : : - M� TOP POND E.-53.0 r ^I : . . . . . . . ....... .:. ._ :.. :....:. . . :..:. ... __........ _........ ...... . .. .._. S�l L o . . V' DITCH.EX. TEMP; . . . . : . . . . . N2N ARFMLT'PAYBRNT. . . . . . . . . r . . - : : . : : . : ' - BOTTOM=44.0 : . : : : . : : I . : : : : : : : 1 : : : : . : : : : : : . . . . . ' � . : : . . . . . . . . . . . . . : : . . . Y DETENRON POND TOP DEAD STORAGE=50.0: : . . . . . . . ' . . . _ . . . . . . . . . . . . . . . . ' . . . . n I� . . . . . . . . . . : . . . . . . , . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . MAX. W.S. ECEV.=52.0 . . . . . . - . . . . .PONDBOTTOM=44.0 J 41 _ !* ..... .. ....... . . .., .... _........ . . .... .. ...... .. .. :..48'. 44 :,: . .. ... ..:. �_ _— MIN, TOP POND ELEv=53.0.. — — ... . . . . . . . . . . . . . . . . . . . . . . . . . ':` i . . ... . . . . . . . . 1 1 . . . . . . . . , � . . . . . . . . . . . . . . . . . . . . EXISTING DEPRESSION . . . . . . . . . POND BOTTOM 44.0 —. ..J... :.:.. .......: :.. .. M.... ........................ .... : ....: - -. — . . .. .. . SECTION A-A SECTION B-B I1° �1s s 1 "=50' HORIZ. 1"=50' HORIZ. N w 1"=2' VERT. Q� ,yyO y'. B I- 3 1"=2' VERT. ri Q��OF NA 11 l I wD 0 Z vWi O ^ J N w x Z Z � 25672 p �`t a r7 fV N O EXPIRE ;1 . 13•0o fsJ OHALIFE Z cc)rn N °D wi EXPIRES i t` Q .-04 3 u 1 rn c� Z N N C4 w J 1 W Y OO 714 O U THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT FIELD CONDTTKM AS OF�7�� AS-BUILT BY Q T W FAC 0009-97 4� 'AS-CONSTFLC1®C@tRiCAT10N' ON9 I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL TM�• PLANS ARE -APPROVED• FOR LOCATIONS OF ALL UTILITIES SHOWN HEREON IS THE CONFORMANCE WITH THE CITY OF AUBURN RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. ENG94EERM DIVISION'S RED. ^ Approved By: o z DENNIS J. SAL L.S. 2 28 DATE Dole Approved: a File. F.\sdskprnj\5950\engineering\5950-d4.dwg Dale/Time; 01/16/1998 10:02 Scale: 1-"1 mikeb Xrels: Z59508, `470 !4 S4 1. ALL WORKMANSHIP AND MATERIALS SKILL CONFORM TO THE Cm OF NIBORN'S CONSTRUCTION NOTES AND DETAILS WORKMANSHIP REQUIREMENTS AND SPECIFICATIONS. f1P 2. STANDARD SPECIFICATIONS S(W.L BE i994 APWA AS MODIFIED BY THE Cm OF �4 AUBURN INCLUDING AUBURNS STANDPRD DEGILS, SPEgFKATIONS, AND ? Y REQUIRWENTS. AREA MOUND UNITS w 3. A COPY OF THESE APPROVED PLANS AND APPUCMI.E Cm DEVELOPER SPECIFICATIONS TO BE FILLED U AND DETAILS SNAIL BE ON SITE DURING CONSTRUCTION. STONE CRUSHED a Q 4. PRE-CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON-SITE WORK FOR ALL UNIT FACE PUBLC FACILITY EXTENSION PROJECTS. '^ I I O W C co F 5. 424- T5 STINTING CONStRUCIION THE CONTRACTOR SHALL CALL ONE-CALL (1-800- LL m 424-55551 FOR MNY LOCA770NS (WATER, SANOARY SEWER, STORM SEWER, C15, CASS LINED SWALE SE® AMXTU�E KEYSTONE WALL NOTES POWER, IEPHONE AND TELEVISION) PERFORM ALL CULTURAL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPES (CONTOURED). PINS ¢ rc Q 6. DURING CONSTRUCTION CONTRACTOR SHALL BE REQpUUIIREEDD TO CONTROL ON-SITE THE SEEDBED SHOULD BE FIRM WITH! A FAIRLY FINE SURFACE AFTER ROUGHENING. 1.0 MATFRIAI C O STORYNATER RUNOFF BY USING TEMPORARY EROSION/SILTAION CONTROL t2 PROCEDURES. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. DEVELOPMENTS ADJACENT TO WATER BODIES VJ 7. LOCATIONS OF EXISTING M APPROXIMATE. IT SHALL BE THE CONTRACTOR'S MUST USE NON-PHCGPHOROUS FERTILIZER. 1.1 FILL SOILS RESPONSIBLUTY TO DETERMINNEE IE ELEVATIONS _ND LOCATIONS OF HIDDEN REMOVE THE EXTENDED TAIL rr � � � Z J a- ES UTIMES. ALL VISIBLE ITEMS SHAl BE THE ERGRNEERS RESPONSIBILITY. 'HYOROSFIDING" AI'PLIGTIONS LATH APPROVED SEED-MULCH-FERTILIZER MIXTURES ANY AL50 BE USED. 1.1.1 FILL CONTAINING BRUSH, 500, PEAT, ROOTS OR OTHER ORGANIC, PERISHABLE RIETURRN AIH BLGROOOCK �EE TO O H O BE SAWCUIT FULL _ _ OR DELETERIOUS MATTER, INCLUDING. BUT NOT UMITED TO SHOW, ICE OR ITS 37 SIDES WHEN BUILDING U U U 0 8 EXISTING PAVEMENT NETT NA O�RK WL OUT F�M STH L EDGE BE OF EXCAVATION.WV ASPHALT ITS COVER THE SEED WNHSEEDING - APPLY TOTO APPROPRIATE OR UL MULCH DEEPER THAN 1 THE PREPARED /2 INCMr A RATE a 120 LBS/ACRE. REI'LACED.FROZEN O�• SHALL BE CONSIDERED UNSUITABLE MATERIAL AND SHALL BE TMArt CONVEX CURVES a a Of a v EMULSION CSS-I . f \ Q RE�pCA µL gGN BY WE IOI6 PU PERCENT 1.1.2 SOIL FILL MATERIAL SHALL BE IMPORTED SOILS WITH PARAMETERS DETERMINED O Lu �•/ W 9. THE CONTRACTORTHE ASSAF�FECTEDT BY CO�HSIRUCTq, PER Tiff Cl/YS STANWRD D�ETAM1N uReW APPLICATION B+ WEK;HT P11811Y SEBlIItl9TKMl BY SOILS AND STRUCTURAL ENGINEERS DESIGN. o LL I.u: NO. TRSP-1. KENTUCKY BLUEGRASS 30% 85 80 O O cS ( OR }Zr` 10. POWER CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM d0F1PtL. BABQN. LyLNNO) 1.1.3 MATERIAL PASSING THE NO. 200 SIEVE SHALL NOT HAVE A LIQUID UMIT _QiIZMAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEE CREEPING RED FESCUE (PENNldM l) 40% 98 90 GREATER THAN 30 NOR A PLASTICITY INDEX GREATER THAN 20 UNLESS WRITTEN KEYSTONE RETAINING WALL UNIT, m Q lI CONSENT IS OBTAINED FROM THE ENGNEER OF RECORDS PRIOR TO PLACEMENT y as m 11. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FRAMES SKILL BE DONE PERENNIAL RYE (QFSflT OR PE88MQ) 3O5 95 90 0 0 o n UNDER THE DIRECTION OF A WASHMGTON LICENSED LAND SURVEYOR OR A 1.1.4 FILL FOR UNTTS SHALL BE FREE DRAINING GRAVEL OR CRUSHED ROCK. ,0 WASHNGTON LICENSED PROFESSIONAL CIVIL ENGINEER. STANDARD BLOCK DETAILS a' rn O �/ A 12. WRING CONSTRUCTION A11 PUBLIC STREETS ADJACENT TO TINTS PROJECT SHALL BE 15' 18' IS' OR GREATER 1.2 GEOGRID REINFORCING SHALL BE TENSOR UNWUAL GEOGRID U% 1500 m KEPT CLEAN OF ALL &TERIAL DEPOSITS RESULTING FROM ON-SITE CONSTRUCTION, AS 12' MANUFACTURED BY THE TENSM CORPORATION MORROW. GEORGIA. NOT TO SCALE m a)DIRECTED BY THE Cm. O 13. CERFAP DRAWINGS ARE REQUIRED PRIOR TQ PROTECT ACCEPWNCE. REFER ,.________________________ ________ ___ ' m m TO CmS RECORD CONSTRUCTION DRAWINGS REQUIREMENT. yT 1.3 FACING UNITS SHALL BE KEYSTONE STANDARD BLOCK UNITS. 14. ALL REQUIRED LANDSCAPING SHALL CONFORM WITH CITY OF N18URN ZONING 1.3.1 INSTN1Al10N OF KEYSTONE FACING UNITS SNVl BE INSTALLED PER an n en Q ORDINANCE. SECTION NO. 18.50. �' ROSEED DISTURBED \ rn °' AREAS. MANUFACTURERS RECOMMENDATIONS. KEYSTONE RETAINING WALL SYSTEMS. a \ a o 15. FOR MANHOLE AND CATCH BASIN RIM AMG911ENT M�%1M�M ADJIISTMFM WITH INC. MINNEAPOLb, MINN. °T O BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES (ib-) WTTFIOUf ADDING FEW SOD LINE SANE TO m m\ I SECTIONS. 2-FT. ABOVE FLOW 1.4 ALL KEYSTONE GRAVITY WALLS OVER 4' IN HEIGHT REQUIRE DESIGN BY UNE AS SHOWN. 16. ALL MANHOLES AND CATCH BASINS IN PUBLIC PoGHT-OF-WAY OR EASEMENTS SMALL BE OVERSEED WITH GEOTECHNIGIL AND/OR STRUCTURAL ENGINEER. C ' i ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE C S STANDARD 6' TOP 50R WETLAND SEED FINISH GRADE 12" MIN FREE WV ADJUSTMENT DETAIL NO. STFC-1. �V `V A/' MIXTURE PER KING DRAINING GRANULAR COUNTY STANDARDS. 2.0 CONSTRUCTION METHODS 17. ALL CONNECTIONS OF SDR 35 PVC PIPE TO MANHOLES SHALL BE MADE BY USING A.C. OR GPK MANHOLE ADAPTERS. OR APPROVED EQUAL WETLND PROPORTIONSPERC91f 191CHIF ZA ALL CONSTRUCTION SHALL CONFORM WITH THE UNIFORM BOLDING CODE AND 7 GROUND l�IWKIIIE RW WEIGHT $� C6YIATION 8' CAP UNIT 1' 0" 19. THE NG FOR LAYING E SHALL SHALL NOT EXCEED 12'6" FOR SDR 35 PPE. APPLICABLE JURISDICTIONAL STANDARDS. 5OL t9. BEDDING FOR PVC PPE SHALL BY B INCH MINUS CpUSHEO ROCK FOUR onA 4 CREEPING RED FESCUE (PENNUWN) 4OX 98 90 2.2 PRIOR TO CONSTRUCTION OF A KEYSTONE REINFORCED SOIL MINIMUM UNDER TO SIX INCHES (6-) MBNIMUM OVER PIPE, AS PER tHE Cm OF N /TENSAR STANDARD LuAL Hu. uvl-3. RETAINING WALL, THE CONTRACTOR SHALL CLEAR AND GRUB THE ALL ZONE - RED TOP (N.,Y205TI5 RIBA) 30f6 92 80 MEA, REMOVING TOP SOILS. BRUSH, SOD OR OTHER ORGANIC OR DELETERIOUS - 20. BEDDING FOR CONC(RE7)E ARD DUCTILE IRON PANE SHALL E'15/8 INCH AMU$ CE PIPE �REAIHED Ate$ PfRSI1XFi IENCcmS OFB AUei"RNUsr Uir"NMRd DTETNL IRO GEP�61. MINMUM AVER THE PPE BIRDSFEET TREFOIL 30F 90 80 MATERIALS. MY SOFT AREA SHALE BE OVER-EXCAVATED AND REPLACED PRIOR BACKFlLL -� TO PLACING ,ADDITIONAL FILL SOILS. 1. 21. GE�PT--2, AND G'EPT TO AUBURN S3NFOORR STANDARD TRENCH PROCEDURE BAC(FlLL DENT N0. GEPf-1, APPLY THIS MIXTURE AT A RATE OF 60 LBS ACRE MD M ADDITIONAL TUBERS FOR 2.3 FILL SHALL BE PLACED IN HORIZONTAL UFTS NOT EXCEEDING 10 INCHES IN TENSOR DCOMP NOTE: A ROOT BARRIER MAYBE 22. ALL IMPORTED PPE TRENCH BACKFILL MATERIAL SHALL BE CLASS "A" BANK RUN CATTAIL, YELLOW IRS, BULL RASA, SLOUGH (CARE%) SEDGE, AS REQUIRED BY DOES. UNCOMPACIED THICKNESS FOR HEAVY COMPACTION EQUIPMENT. FOR ZONESDRAINAGE COMPOSITE REQUIRED FOR THE LANDSCAPING MODIFIED BY THE Cm OF AUBURN. WHERE COMPACTION IS ACCOMPLISHED WITH HAND OPEBATED EOUIPMENT, FILL STANDARD KEYSTONE UNIT- GRAVEL, I OVER THE WATERLINE, DEPENDING 4" PERFORATED ON THE TYPE OF LANDSCAPING 23. PPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT-OF-WAY SHALL BE 5/8 SHALL BE PLACED IN HORIZONTAL UFTS NOT EXCEEDING 6 INCHES IN 8" MIN. SUBDRNN �EWNUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY BK�ILTER SWALE DETAIL UNCOMPACIED THICKNESS (SEE NOTE 2.8). SPECIFIED. NOT TO SCALE 2.4 FALL SKILL BE COMPACTED AS SPECIFIED BY PROJECT SPECIFICATIONS OR TO A MINIMUM 95 PERCENT OF E MAXIMUM DENSITY DETERMINED IN ACCORDANCE MM NM WITH MTM D-698 (STANDARD PROCTOR DENSITY), WHICHEVER IS GREATER. My W 1. REFER TO GENERAL CONSTRUCTION NOTES FOR GENERAL REQUIREMENTS. 2.5 TESTING METHODS AND FREQUENCY, AND VERIFICATION OF MATERIAL S. 12' SPECIFICATIONS AND COMPACTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. COMPACTED WELL-DRAINING 2. PIPE FOR STORY SEWERS SHALL BE SDR 35 PVC WHEN PIPE COVER EXCEEDS THIRTY SIX GRANULAR FILL BASE DYER (36� INCHES. CORRUGATED POLYETHYLENE PIPE (CROP), CONCRETE SEWER PIPE, SDR 21 PVC, 2.6 WHERE LARGE ROCK, STONE OR OTHER ACCEPTABLE MATERIALS ARE USED IN GEOTEXELE FABRIC Z IL OR DUCTILE IRON CLASS 52 CAN BE USED WHEN APPROVED, AND PRIMARILY FOR OVERSIZING THE RENFORCED BACKFILL ZONE. THEY SHILL NOT BE ALLOWED TO NEST, am `Q PPE OR DEEP OR SHALLOW TRENCHES. SHALL BE DISTRIBUTED OVER ME AREA TO AVOID POCKETS. VOICE SHALL BE r FILLED WITH SMALL STONES OR OTHER ACCEPTABLE MATERIALS. Q /� 3. ALL CONNECTIONS OF SDR 35 PVC PPE TO MANHOLES SHALL BE MADE BY USING A.C. �; KEYSTONE GRAVITY RETAN4NG WALL J -1OR GPK MANHOLE ADAPTORS, OR APPROVED EQUAL. �' 2.7 CONSTRUCTION TH N SHALL BE PERIODICALLY SUPERVISED BY E SOILS ENGINEER. (H-4' MAX) 4. THE MA%MN1M LAYING LENGTHS SHALL NOT EXCEED TWELVE FEET SIX INCHES (12'6� 30" SD 1 25 2.8 ONLY HAND OPERATED COMPACTION EQUIPMENT SHALL BE USED WITHIN 3 FEET NOT TO SGUE Q W FOR SDR 35 PIPE. - 12_SD _ OF THE WALL FACING UNITS. m BIOFILTRATION SCALE 5. BEDDING FOR PVC P TO PE SHALL BE 5/8- MINUS CRUSHED ROC( FOUR INCHES (41 UNDER \ 2.9 BACKFILL SiHl BE GRADED AWAY FROM THE WALL FACE AND ROLLED AT THE TO SIX (61 INCHES MINIMUM OVER PPE END OF EACH WORK BAY TO PREVENT PONDING OF WATER ON SURFACE OF THE REINFORCED SOIL AMASS. 6. BEDDING FOR CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8- MINUS CRUSHED ROCK, SIX INCHES (6") UNDER TO SIX INCHES (6� MINIMUM OVER THE PPE 57' 3.0 TENSAR GEOGRID PLACEMENT k 7. ALL PPE TRENCH BACKFILL MATERIAL SHALL BE CLASS "A" BANK RUN GRAVEL, tea'. 3.1 TENSOR GEOGRID SHALL BE PLACED AT THE LOCATION AND ELEVARONS SHOWNLL MODIFIED BY THE Cm OF AUBURN. \U'p ON THE PLANS. SLOPE TO DRAIN I 8. PPE TRENCH BACJCFlLL MATERIAL WITHIN THE RIGHT-OF-WAY SHALL BE 5/8" MINUS S� 3.2 TENSOR GEOGRID LENGTH SOUL BE AS LISTED FOR EACH RESPECTIVE WALL III CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE Cm STREET. R SECTION. REINFORCED FILL ZONE LENGTH IS AS MEASURED FROM THE FRONT 6" 9. SIX INCH (6� EXTRUDED CURB OR PARIONG BORERS SKILL BE REQURED MOUND Nl o FACE OF THE KEYSTONE UNIT FACE. MIN. - -_ b = _ ON-SITE PAVING AREAS, WHERE PARKING WILL BE ADJACENT TO A STREEL A SIX NCH �� III = " .; � o °y 3.3 TENSOR GEOGRIDS SHALL BE ATTACHED FIRMLY BETWEEN THE KEYSTONE BLOCK I FAX! 1 � I rI ° (6") EXTRUDED CURB IS REQUIRED BETWEEN ALL ABUTTING PAVEMENT AND ` .A-D'. SECTIONS OVER THE TWO FIBERGLASS CONNECTING PINS. __�� tU �1� �� III �+ > LANDSCAPED AREAS. CONCRETE CURB/GURERS SHALL BE USED IF CURBS ME USED 'L`s F SURFACE SEAL; PAVEMENT, NATIVE SOIL OR OTHER 4' MIN. DIA - 3.4 PRIOR TO PLACING FILL, ME GEOGRID MATERIALS SHALL BE PRE TENSIONED TO LOW PERMEABILITY MATERIAL. PERFORATED FOR STORMWATER CONTROL. PIPE WRAPPED 90 PERCENT OF TENSILE CAPACITY PER TENSOR CORPORATIONS, MORROW, _ ENT GEORGIA. PROCEDURES SEE NOTE 3.] . _ _ _ FINE AGGREGATE FOR THE WO OT SPECIFICATIONS. CONCRETE: F DRAINAGE i ( ) 1 �� I -I 1 SECTION 9-03.1(2) OF THE WSIXNT SPECIFICATIONS. FABRIC - ) 10. TOHNNE ALL DOWNSPOUTS TO CATCH BASIS WITHH MINIMUM SIX INCH (6� PVC AT m -_ f III- o A MINIMUM 1 PERCENT \ 3.5 FILL MATERIALS SHALL BE PLACED FROM THE BACK FACE OF THE BLOCK BACK DRAIN PIPE; PERFORATED OR SLOTTED RIGID PVC Y TL' 'e a \ j © O PPE LAID MIN PMFORATKXNS OR SLOTS FACING - 2" MIN i p �� TOWARDS THE FILL TO ENSURE FURTHER TENSIONING OF THE GEOGIRIO DORM; TIGHT JOINTED; WITH A POSITIVE GRADIENT. = rn e 11. STORM LINES SHOULD BE LAID TO THE GRADES AND ELEVATION$ SHOWN ON THE DRAWNGS r` MATERIALS. DO NOT USE FLEXIBLE CORRUGATED PLASTIC PIPE. -III III o n AND SHALL NOT BE CHANGED WITHOUT Cm APPROVAL ` NOTES: DO NOT TIE BEARDING DOWNSPOUT GRANS INTO 2' MIN./ 12 MIN. - 1. PIPE SZES h SLOPES, SEE PUN. 3.6 INSTALLATION ATION OF TENS GEOGRIO SHALL BE INSTALLED PER MANUFACTURES FOOTING LINES. WRAP WITH LNIRM 140 FILTER 4" 12. CONTRACTOR SHALL OBTAIN NECESSARY STORM UNE CONNECTION PERMITS FROM THE FABRIC OR EQUIVALENT. Cm OF AUBURN PRIOR TO CONSTRUCTION. 2. METAL PARTS: RECOMMENDATIONS, IENSAR CORPORA710N, MORROW, GEORGI0. A CORROSION R RESISTANT OR GAL- VANIZED OR ALUMINIZED TYPE W. 3.7 GEOGRID SHALL BE PRE-TENSOION TO 90 PERCENT OF THE MAINTAINED O LOAD THE FOR TYPICAL rICAL FOOTING SL IBMA IN DETAIL 13. ALL ADJUSTED TO AND CATCH BASTES IN PUBLIC RNkT-O MANY OR EASEMENTS $HALL BE B. IF GALVANIZED STEEL PIPE, THAT GEOGRID. THE PRE-TENSIONED LOAD SMIll BE MNNTNNED ON THE T T rM1i I NVM1J a7VJOLJfI/1 ADJUSTED TO RN'S GRADE LATER FINAL PAVING STFG 5 COMPLETE, IN ACCORDANCE KITH THE HAVE ASPHALT TREATMENT I. Cm OR AUBURN'S STANDARD DETAIL N0. SIFG-1. FRAME AND UDDER OR STEPS MARKEDSOLID ORNN'�R 3. FRAME d LADDER OR STEPS OFFSET SO: GEOGRID UNTIL COMPACTION OF ENTIRE OVERLYING FILL LIR IS COMPLETED. NOT TO SCALE OFFSET (SEE PLAN VIEW) MR1 LOCKING BOLTS. A. CLEA�UT GATE IS VISIBLE 4.0 CHANGES TO GEOGRID LAYOUT OR PLACEMENT rn RIM = 54,20 W B. CUMBDOWN SPACE IS CLEAR OF 9' 6" MIN RISER CLEMOIT GATE. 4.1 NO CHANGES TO THE TENSM GEOGIRID UYOUT, INCLUDING, BUT NOT LIMITED K Bq z S C. FRAME IS CLEAR OF CURB. TO, LENGTH, GEOGRID TYPE, OR ELEVATIONS, SMALL BE MADE WITHOUT THE (CL /. Of 1" I ' 1' >< e EXPUCR WRITTEN CONSENT OF THE STRUCTURAL ENGINEER. THE ASS �( WA OVERFLOW ELEVATION = 52.0 STANDARD GALVANIZED CONTRACTOR MAY USE LONGER GEOGRID LENGTHS THAN THE DESIGN SECTIONS UDDER OR STEPS REQUIRE FOR EASE OF CONSTRUCTION. W Q Z Z W WATERTIGHT CAP (TYP.) w N g 2 5672 CD N 0�0 Z Of CLfi FUTURE 30" SO �S/ �6 Np Op K Z TROY PUMP STA. ` DNA L E Z w W VAVA�A�'� 1'-0' IE=48.50 _ N I w ASN WATERTIGHT JOINT PHALT MIN. - FOR FUTURE MAINTENANCE �A EXPIRES to �1 N W EXTRUDED CONCRETE SWALE DETAIL 2�5D TO BIOFILTER SWA CROSSET S MOTH / , � � 2" COMPACTED DEPTH �N z o o OF SCALE CLASS 'B' A.C. PAVEMENT � Y v U N Of NOT TO SCALE GALVANIZED BOLTS 2" COMPACTED DEPTH CRUSHED TO 30" MAN 36" SO - IE = 50M (TYPICAL) ROCK BASE COURSE THESE RE •CORID CIS AND THE IWO141ATION s COMPACTED DEPTH P.T. 2.B _ SHOWN ACCURMELY REFLECT FIELD CONDITIONS CLASS 'B' AC. PAVEMENT 12' RISER B /� CA4 SUPPORT POST 2" COMPACTED DEPTH CRUSHED IF = 47.00 OARD t Y (SET UPON LOAD 2 0 R V� N ROCK BASE COURSE BEARING SO�. aaa n8 FOR AS-BUILT SHEET 7 of GJ sb� PROVIDE WATERTIGHT JOINT qi / b$oo oa a�cO ° °a °80 0 0 0 ' BY. Z SEE AS SHEET 7 0/ 9 FOR FUTURE MAINTENANCE ' 36" RISER v= W R o NOTE: I a c DA. MIRCE = 5 5/8" vw i SPACED 20' DOWNSTREAM OF FAC 0009-97 t� g 30" S) A V / OUTTALL THEN 50' ON CENTERS A` ;.AVA�VJa �Yn `1v�T�, �J /���\A'i. FROM DETENTION POND BOTNM=H.00 �_ ALONG REST OF SWALE 8" CEMENT TREATED 845E - �SJ� IE=45.77 6 CCI 0 (2 YR) = 18.47 CFS THESE PLANS ARE WAPPROVED' FOR PROFL€ D (10 YRI- 28.15 BIOSWALE LEVEL SPREADER EM TYPICAL PAVING SECTION CONIORMANCE�WiTTHH THE CITY LLpolfMAUBURN 8* CEMENT TREATED RASE _- - - - NOT TO SCALE (ALTNATNE: 3" ATB W/2' CLASS 'B A.C. PAV q) Her TO SCALE EN�N'LO N•� S REwWl"S. n R HEAVY DUTY PAVING SECTION96/'' spi-nig--lo CONTROFL�MANHOLE Approved By:_ � E (ALTNATNE: 4 I/2' AMW/3' CLASS 'B' AC. PAVEMENT) NOT is SCALE BM IL 1FLAP 1 M\ SYSTEM DESIGN Z N `o (ER Date Approved: a, 7 ;.F NOT To SCALE_ _- . . .. 21�17 File: 5950-d1 Dote Time: 08 20 1997 10:22 Scale: 1=1 Brian Smith? Xrefs: Z59508, `171) /4 1. A!a WORIOMWSNIP AN MA,EPoAIS SHALL CONFORM TO THE CRY O AUBURN'S CONSTRUCTION NOTES AND DETAILS REQUREMENTS AND SPECIFICATIONS. 2. STANDARD SPECIFICATX)MS SMAL BE 1994 APWA AS MODIFIED BY THE CITY OF g "k AUBURN UB RNMENTS IX� 5 STANDARD DETAILS, SPECIFICATIONS, N1D KEYSTONE WALL NOTES AREA AROUND UNITSO BE FILLED i J. A COPY OF THESE APPROVED PLANS AND MPI(CARE CITY DEVELOPER SPECIFICATIONS TWIG CRUSINED ~ za Q AND DETAILS SHALL BE ON SITE DURING CONSTRUCTION. 1.0 MATERIAL S STONE 4. PRE-CONSTRUCIION MEETING SHALL BE REQUIRED PRIOR TO ANY ON-SITE WORK FOR ALL UNIT FACE u PUBLIC FACILITY EXTENSION PROJECTS. 1.1 FILL SOILS m 5. PRIOR TO STARTING CONSTRUCTION 7FIE CONTRACTOR ggWµALLLL Cµl NEE C,y� (1-800- O w_ o 424-5555T FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, GRASS LWD SWALE SEED AN1�• I.1.1 FILL CONTAINING BRUSH, SOD, PEAT, ROOTS OR OTHER ORGANIC. PER04AME r` " I" POWER, TEELEPHONE, AND TELEVISION . 0 F PERFORM ALL CULTURAL OPERATIONS ACROSS OR AT RIONT ANGLES TO THE SLOPES (CONTOURED). DR DELETERIOUS MATTER. M0.UOIIIG. BUT NUT UNITED TO SNOW. ICE OR . - PNS o tt 6. DURING CONSTRUCTION CONTRACTOfl 8*HAL BBEE REWIRED TO CONTROL ON-SITE THE SEEDBED SHOULD BE FIRM WITH A FAIRLY FIVE SURFACE AFTER ROUGHENING. FROZEN SOILS. SHALL BE CONSIDERED UNSUITABLE MATERIAL AND SHALL BE STORMWATER RUNOFF AY USING TEMPORARY ERDSION/SILTATION CONTROL PROCEDURES. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. DEVELOPMENTS ALAMCENT TO WATER BODIES REPLACED. 12' O FERTILIZATION 7. LOCATKNS OF EXISTING UTILITIES ARE APPROXIMATE. R SHALL BE THE CONTRACTOR'S MUST USE NON-PHOSPHOROUS FERTILIZER. Z J RREESPONSMROY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS Of HIDDEN 1.1.2 SOIL FILL MATERIAL SHALL BE WOMB SOILS WITH PARAMETERS DETERMINED REMOVE THE EXTENDED VA � � � �A�- UTLITIES. ALL VISIBLE ITEMS SHALL BE THE ENGINEER S RESPONSIBILO'r. M'TDROSEEONG' APPLICATIONS WITH APPROVED SEED-MACH-FERTILIZER MIKTURES MAY ALSO BE USED. By SOILS AND STRUCTURAL ENGIOURS DESIGN. FECES AT TFPEI.OGROOVES ROOVECK TO UITS 3T SIDES WHEN BUIJDING Z Q M 8. E%STING PAVEMENT SURFACE 2ri L BE SAWCUF FULL DEPTH WITH STRAIGHT, SEEONC - APPLT APPROPRAIE MIXTURE TO THE PREPARED SEEOBEO AT A 811E OF 120 LBS/ACRE. 1.1.3 MATERIAL PASSING THE N0. 200 SEK STALL NIII HAVE A LXXIe LIAAT TIGHT CONVEX CURVES ¢ U V O UNIFORM EDGES 12 MCTES 12 ) OUT FROM THE EDGE OF EXCAVATION. AL JOINS COVER THE SEED WITH TOPSOIL OR MULCH NO DEEPER THAN 1/2 INCH. m Of E- 11 1 O BETWEEN T{IE NE� AND OFIG PAVEMENT SHALL BE PAINTED POOH ASPHAI GREATER THAN 30 NOR A PLASTICITY IBEX GREATER THAN 20 OBESS WRITTEN a w aw U Mu+ EMULSION CSS-I . PROPORTIONS PERCENT PERCENT CONSENT IS OBTAINED FROM THE ENGINEER OF RECORDS PRIOR TO PLACEMENT. o 9. THE CONTRACTOR SHALL INSTALL REPLACE OR RELOCATE ALL SIGNS AS SHOWN DR! URBAN APIRIGITGN BY WEA9R pJg11LY SrTd)N r" w w = Q w THE PUNS OR AS AFFECTED BY CONSTRUCTION• PER THE CIlY5 STFNMAD DETAIL 1 1 4 FILL FOR UNITS SHALL BE FREE DRWAM GRAVEL OR CRUSHED ROCK ca NO. TRSP-1. KENTUCKY BLUEGRASS 30K 65 8o In o 25 Ei CLr 10. POWER, CABLE AND TELEPHONE LINES SHALL BE N A TRENCH WITH A MINMUM (MIDDLE OR ) 1.2 GEOGRD REINFORCING SHALL BE TENSW UINIXIAL GEOGRID UX 1500 a 2 m Z HQ 120N1A SEPARATION FROM OTHER UTILITIES (SEWER, WATER, $TORMO O FIRE FEET CREEPING RED FESCUE (PENIBABB) 4DX 98 90 MAAIFACTLRED BY THE TENSM CORPORATION MORROW, GEORGk KEYSTONE RETAINING MILL UNIT, (HYPE) Q (5� w 11. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS Of PUBLIC FACIURIES SHALL BE DONE PERENNIAL RYE (OM OR PEdNSNE) 30% 95 90 1.3 FACING VATS SHALL BE KEYSTONE STAM MD BLOCK UNITS. m Y O U UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A o WASHINGTON LICENSED PROFESSIONAL, CURL ENGINEER. f.3.1 INSTALLATION OF KEYSTONE FACING UNITS SHALL BE INSTALLED PER 12. DURING CONSTRUCTION ALL PUBLIC STREETS ADJACENT i0 THIS PROJECT SHALL BE 15, is' 15' OR GREATER STANDARD BLOCK DETAILS v KEPT CLEAN OF ALL WTERIAL DEPOSITS RESULTING FROM ON-SITE CONSTRUCTION, AS 12. MWOACTUNERS RECOMYENOATILNS, KEYSTONE BETAAANG WALL SYSTEMS• mm pm m mm U DIRECTED BY THE CITY. AMC. MINNEAPOLIS, MIVN. HOT TO SCALE J IJ. CERTIFIED QRAWINGS ME REQURED PRIOR TR PROJECT ACCEPTANCE. REFER n -----------' --------------------- -------------------- IA AL KEYSTONE GRAVITY WALLS OVER 4' M HEGHT REQUIRE DESIGN BY T om m T �' J TO CITYS RECORDS C TRUCTION DRAWINGS REQUIREMENT. \✓j i 14, ALL REQUIREp LANDSCAPING S5HALL CONFORM WITH CITY OF AUBURN ZONING GEOTECHMCA AID/OR STRUCTURAL ENGINEER. ORDINANCE, SECTION NO. 18.50. ITOIOSEED DISTURBED rn \ rn ,o AREAS. 2.0 CONSTRUCTION METHODS \ e \ c 15. FOR MANHOLE AND CATCH BASIN ALL ADJUSTMENT T1O ADJUSTIA WITH BRICK OF RIMS AND CASTINGS SHILL HE HI INCHES (14 ) WIIHOUi ADOMG THEN SOD .AE ABOVE FL TO \ \ \ SECTIONS. LIKE AHOVE FLOW 2.1 ALL CONSTRUCTION ACTION SHALL CONFORMSTANDARDS. MAIM THE UNIFORM BIIILDNC. CODE AND m m n LINE E SHOWN. APPLICABLE JWWASOG7KNAL STAOARDS. 16. ALL MANHOLES AND CATCH BASINS N PUBLIC RIGHT-O-VARY USEMEMS SHALL BE OVERSEES WITH o ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CRYpS STANDARD 8' OOP SOIL WETU/VD SEED FINISH GRADE 12' MM. FREE ADJUSTMENT DETAIL NO. STFG-I. �� T / / MIXTURE PER KING 2.2 PRIOR TO C(INSTRVCIIOI O A KEYSfONE/TENYR REAEORCED SOIL OWNING GRANULAR 17. ALL CONNECTIONS OF SDR 35 PVC PIPE TO MANHOLES SHALL BE MADE BY USING A.C. COUNTY STANDARDS. RETAINING WALL, THE CONTRACTOR SMALL CLEAR AND DRUB THE FILL ZONE AREA. REMOVING TOP SAES, BRUSH. SOD OR OTHER ORGANIC OR DELETERIOUS OR GPK MANHOLE ADAPTERS, OR APPROVED EQUAL. 11EILN0 PROPONIIOIB PQIC�R POIG4R BE OVER-EXCAVATED AM E%. GROUND-0, IAS. MY SOFT AREA SKIAMIDREPLACED PRIOR / /. / /�� 1.- ®ICi111E mIA�/T ®_ �IATMa MATERIALS.L 8' CAP UNIT-18. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'6' FOR SOIL 35 PIPE. 10 PLACING ADOTIOMAL FILL SOTS. SOA 19. BEDDAD FOR PVC PIPE SHALL BY } 8 INCH MINUS CRUSHED ROCK FOUR INCHES f4] CREEPING RED FESCUE (PENOIAWN) 401E 98 90 - - M IMUM UNDER TO SIX INCHES (6) MMMOM OVER PIPE, AS PER THE CITY OF AU N 2.3 FAIL SHALL BE PLACED IN HORIZONTAL LOTS NOT EXCEEDING 10 INCHES ATDARD DET STANAIL NO. GEPT-3. RED TOP (ACROSTS ABA) JOT( 92 80 UNCONFACTED THICKNESS FOR HEAVY COMPACTION EQUIPMENT. FOR ZONES 20. BEDDING FOR CONCRETE MD DUCTILE IRON PIPE SHALL BE 5/8 INCH ANUS CRUSHED MERE COMPACTION S ACCOMPLISHED WITH FIND OPERATED EQUIPMENT. FILL RETAINED ROCK SIX INCHES I6"I M 0AUM UNDER i0 SIX INCHCS l6] MMIMIM OVER THE PIPE, BIRDSFEET TREFOIL JO1I 90 80 SHALL BE RACED N HORIZONTAL LIFTS NOT EXCEEDING 6 INCHES IN BACKFILL �\ AS PER THE CII'I 0 AUBURN STMDMO DETAIL N0. CEP -[. UNCOPACTED THICKNESS (SEE NOTE 2.8). 21, REFER TO AUBURN STANDARD TRREENCH kkAIVATION AND BACKFILL DETAIL NO. GEPT-I, F TENSM OC1200 NOTE: A ROOT BARER MY BE GEP -2. AND GEPT-3 FOR CDNSTRUCI PROCEDURE. APPLY THIS MIXTURE AT A RATE OF 60 LBS/ACRE /ND/OR ADDFHONA TUBERS FOR 2A FILL SILL BE COMPACTED AS SPECIFIED BY PROJECT SPECIFICATIONS OR TO A DRAINAGE COMPOSITE NOTE: REQUIRED FOR THE LANDSCAPING 22, ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE CUSS 'A' HANK RUN CATTAIL. YELLOW MIS. BULL RASA. SLOUGH (CAM) SEDGE. AS REQUIRED BY DOES. MAAMUIA 95 PERCENT OF THE MAXIMUM DENSITY DETERMINED IN ACCORDANCE GRAVEL MODIFIED BY THE CITY OF AUBURN. WITH ASIM 0-696 (STMM PROCTOR DENSITY). WINDOE ER S GREATER, STANDARD KEYSTONE UNIT OVER THE WATERLINE, DEPENDING '^ 4' PERFOATED ON THE TYPE OF LANDSCAPING co 23. PIPE TRENCH BACKFILL MATERIAL TWTNN THE IMPROVED RIGHT-OF-WAY SHALL BE 5/8 6' MM. SUBDPAN SPECIFIED. A� INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY BIOFILTER SWALE DETAIL 2.5 TESTING METHODS AND FREQUENCY, AND VERIFICATION OF MATERIAL w STREET. SPECMTKWS AND COMPACTION SHALL BE THE RESPONSIBILITY OF THE NOT TO SCALE CONTRACTOR. erm eErTel raNeIRICIIou NDa 2.6 WHERE LARGE ROCK. STONE OR OTHER ACCEPTABLE MATERIALS ARE USED N E w THE REINFORCED EMCKFILL ZONE. THEY SMALL NOT BE ALLOWED TO NEST, BUT S. 12 PAY I. REFER TO GENERAL CONSTRUCTION NOTES FOR GENERA REQUIREMENTS. SMALL BE DISTRIBUTED OVER THE AREA TO AVOID POCKETS. \ODE SHALL BE V/ a 2. PIPE FOR STORM SEWERS SHALL BE SDR 35 PTO WHEN PIPE COVER EXCEEDS THIRTY SIX FILLED WITH SMALL STONES OR OTHER ACCEPTABLE MATERIALS. COMPACTED (FELL-DRAINING J (36� INCHES. CORRUGATED POLYETHYLENE PIPE (CPEP), CONCRETE SEWER PIPE, SDR 21 PVC, 2.7 CONSR6GTO SHALL ENGINE N SL BE PERWCALLY SUPERVISED BY THE SOILS ER. GEOTEXTMI GRANUALAIR FILL BASE OVER E FABRIC Z OR DUCTILE IRON CLASS 52 CAN BE USED WHEN APPROVED, AND PRMVRRY FOR OVERSIZING Q PIPE OR DEEP OR SHALLOW TRENCHES. 2B �T HAWAOPERATED UNITS.COMPACTION EQURMEM SHALL BE USED 111TNM 3 PET L CO to 3. ALL CONNECTIONS OF SDR 35 PVC PIPE TO MANHOLES SHALL BE MADE BY USING A.C. 2.9 BILL SHALL BE GRADED AWAY FROM THE WALL FACE POLED AT THE KEYSTONE GRAVITY RETAINING WALL OR GPK MANHOLE ADAPTORS. OR APPROVED EQUAL. AL70 Q W ITr J END OF EACH WORK DAY TO PREVENT PONDNG OF WATER ON SURFACE OF THE (H-4' MAX) _FLI 1.25' REAWORCED SOIL MASS. .I J 4. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED TWELVE FEET SIX INCHES (12'61 30' SD 1 , NOT TO SCALE So Q w FOR SDR 35 PIPE. 5. BEDDING FOR PVC PIP SHALL BE 5/6" MINUS CRUSHED ROCK FOUR INCHES (41 UNDER TO BOFIL7RATKN SCALE 3.0 TENSAR GEOGRID PIACEMENT w m TO SIX (6� INCHES MINIMUM OVER PIPE. 3.1 TENSAW GEOGRID SHALL BE RACED AT THE LOCATION AND ELEVATIONS SHOW ON THE PIGS. B. BEDDING FOR CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8- MINUS CASHED ROCK, SLOP 70 GRAIN SIX INCHES (6-) UNDER TO SIX INCHES (6� MINIMA OVER THE PIPE. . ' T 57. 3.2 TENSAW GEOGRID LENGTH SHILL BE AS LISTED FOR EACH RESPECWE WALL -- - ° • III I SECTION REINFORCED FILL ZONE LENGTH S AS MEASURED FROM THE FRONT O 7. ALL PIPE TRENCH BACKFILL MATERIAL SHALL BE CLASS 'A' BANK RUN GRAVEL, .� FACE OF THE KEYSIOK UNIT FACE. MIN MODIFIED BY THE CITY OF AUBURN. \`B 3.3 TENSAR GEOCRIDS SHALL BE ATTACHED FAIMLT BETWEEN THE KEYSTONE BLOCK LEOBOI -I I O O O ^O I I I B, SECTKNS OVER THE TWO FIBERGLASS CONNECTING PNS. - B. PIPE TRENCH BACKFILL MATERIAL WITHIN THE TIGHT-O-WAY SHALL HE 5/8' MINUS g, SURFACE SFN; PAVEMENT, NATIVE SOIL OR OILIER 4' MM. ION I-I O O O O III I I CRUSHED ROCK WHEN CONNECTION 6 PERPENDICULAR TO THE CITY STREET. jkR 3.4 PRIOR TO RACING FILL THE GEOGRID MATERIALS SHALL BE PRE TENSIONED TO LOW PERMUBILM MATERIAL PERFORATED - O O O III-III 90 PERCENT OF TENSIE CAPACITY PER TENSOR CORPORATDMS, MORROW, PIPE WRAPPED - - S Z Z _ 0 9. SIX INCH (61 EXTRUDED CURB OR PINKING BUMPERS SHALL BE REAMED AROUND ALL CE FINE AGGREGATE FOR PORTLAIND CEMENT CONCRETE: IN DRAINAGE 0 0 3Y ORGIA PROCEDURES (SEE MOTE 3.7). O O SECTION 9-03.1(2) OF THE WSWT SPCIFUTXONS. FABRIC 0 0 4 0 M g ON-SITE PAYING AREAS. WHERE PARKING WILL BE ADJACENT TO A STREET. A SIX INCH 1� III- 0 ILA u lO (61 EXIRUOED CURB IS REQUIRED BETWEEN ALL MUTING PAVEMENT AND � V 3.5 FILL MATERIALS SHALL BE RACED FROM THE BACK FACE OF THE BLOCK BACK O GRAIN PIPE: PERFORATED OR SLOTTED ROAD PVC 0 70 _ _ _ LANDSCAPED AREAS, CONCRETE CURB/GUTTERS SHALL BE USED IF CURBS ARE USED TOWARDS THE FILL TO ENSURE FURTHER TENSIONING OF THE GEOGRID �N•��R0 7gNA ��GENT _ _ 2' MIN. s FOR SiORMWATER CONTROL MATERIALS. GO NOT USE FLEXIBLE CORRUGATED PLASTIC PIPE. -III-III-II DO NOT TIE BINDING DOWNSPOUT ORMNS INTO 4, / 12' MM. MAX 3.6 INSTALLATION OF TENSAR GEOGRID SMALL BE INSTALLED PER MANOFACTURES F0UtWG LANES. WRAP WITH ADRIFT 140 FILTER 10. TIGHTLNE ALL DOWNSPOUTS TO CATCH BASINS WITH MINIMUM SIX INCH (61 PVC AT FABRIC OR EQUIVALENT. ml ml o m A MINIMUM I PERCENT. RECOMMENDATIONS. TENSW CORPORATION. MORROW, GEONGA o 3.7 GEOGRID SHALL BE PRE-TETSDNED 70 90 PERCENT Or THE DESIGN LOAD FOR $ $ b S 11. STORM LINES SHOULD BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON THE DRAWINGS THAT GEOGRID. THE PRE-TENSIONED LOAD SHALL BE MAINTAINED ON THE TYPICAL FOOTING SUBDRAIN DETAIL AND SHALL NOT BE CHANGED WITHOUT CITY APPROVAL. NOTES: GEOGRID LOOK. COMPACTION OF ENTIRE OVERLYING FILL LIFT 5 COMPETED. a o U a 12. CONTRACTOR SHALL OBTAIN NECESSARY STORM LINE CONNECTION PERMITS FROM THE I. PINE SIZES ! SLOPES. SEE PLAN' NOT TO SGLE CITY OF AUBURN PRIOR TO CONSTRUCTION. 2. METAL PANTS: 4.0 CHANGES TO GEOGRID UYOIJT OR PLACEMENT A CORROSION HE55fNR OR GAL- VIF GAL OR ALUMINIZED TYPE A, AS-BUILT 13, ALL MANHOLES AND CATCH BASINS IN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE B. E GALVANIZED STEEL PwY. 4.1 NO CHANGES TO THE TENSAR GEOGRID LAYOUT, INCLUDING, BUT NO LIMITED ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE, IN ACCORDANCE WITH THE HAVE ASPHALT TREATMENT I. 70. LEMON. GEOGRID TYPE. OR ELEVATORS, SMALL BE MADE MHOT THE CITY OR AUBURN'S STANDARD DETAIL NO. STFG-I. ROUND SOLD COVER FRAME AND LADDER OR STEPS MARKED BRAN' 3. FRAME A UDDER OR STEPS OFFSET SO. EXPLICIT WRITTEN CONSENT W THE STRUCTURAL ENGINEER. THE 2' COMPACTED DEPTH OFFSET jSEj.PLw vEw) WITH LOCKING BOLTS. A CLFARWT GATE 5 VISIBLE CONTRACTOR MAT USE LONGER GEOGRD LENGTHS iww THE DESIGN SECTIONS CLASS B' A.C. PAVEMENT RIM .)Sr FROM TOP. REWIRE FOR EASE OF CONSTRUCTION. 1" COMPACTED DEPM CRUSFIED Q 51.56 B. CWBDOWN SPACE 5 CIFAIt OF ROCK BASE COURSE t �`Q �• _ EP 9' 6 MIN RISER CLFANWf LATE. \] t WA3 F O Z >� 1• ( 7' I' + C. FRAME BA E 5 CLEAR OF CURB. \(�A, 0 = W OVERFLOW EIEVATIN - 52.D STN1Ayp GAYNIIZED B ° 8° Q OP ti�O N a LADDER OR STEPS ° 000 0 0 m° 0 6' MN. too 000 °a a°$ o° / Z Q Z w NATERfICO CAP (119.) > z 4 1 2• 25672 � Q n N N ti • • CUR. FUTURE 30' SD FROM PUMP STA EXR S:kI IS-60 ��'F DNA LTEEN�'\ Z (D 00 w IE.46.50 I\ \ 6' CEMENT TREATED BASE N w ASPHALT MN. PROVIDE NATERIGIII JOIN \//��// �// ^ Q zcs FOR FUTURE MAINTENANCE \ \ EXPIRES / 3 WI') Af')SET LEVEL V z EXTRUDED CONCRETE CURB DETAIL - 1j'5o p BOFR ER sWALE WUM >1 TYPICAL PAVING SECTION FA z o o Of OF $WALE NOT TO SCALE \, GALVANIZED BOLTS 10 JO' MAIN J6' 6D / (TYPICAL) (ALl{JENATNE: ]' AlB M/I' CIAS$ 'If A. PAVEMENT) HOT TO SG1LE � Y v v V f=/1 AE - dd.DL: iHESE RECORD PLAINS AND THE INFORMATION 3' COMPACTED DEPTH ^- 47.00 P.T. 2A6 SHOWN ACCURATELY-REFLECT FIELD CONDITIONS CLASS 'B' A.C. PAVEMENT 12' RISER OIM__�_(SET 4'K4' SUPPORT POST AS OF ) �/_N AJV¢ 2" COMPACTED DEPTH CRUSHED HE - B SOIL ROCK BASE COURSE PROVIDE Gfi JOMAN4J BY: FOR FUTURE IMNTENNQ AD 36' RISER = W DIAL ORIFICE - 5 5/8- /V SPACED 20' DOWNSTREAM OF ` 2 Y / OUTFAL THEN 50' ON CENTERS FAC 0009-97 30" SO j \ ALONG REST OF SCALE '� FROM TDETEMIN POND BOTOA.N.00 / •\ < 'AB'C00iffm wCERTMATION' 9J" ��/•//••/• I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL F GOP LOCATIONS OF ALL UTILITIES SHOWN HEREON IS THE THESE PLANS ARE "APPROVED" FOR �� BIOBWAL.E LEVEL SPREADER RESULT OF A FIELD SURVEY PERFORMED BY ME OR CONFORMANCE WITH THE CITY OF ALSURN UNDER MY DIRECTIO � DMSION$ IEp plTS, W CEMENT TREATED RISE NOT TO SONG O HEAVY DUTY PAVING SECTION 96' SPL�LOW CONTROL MANHOLE N. Approved By: z g a (ALTERNATIVE: 4 1/2" ATB W/3' CLASS 'B' A.C. PAVEMENT) NOT TO SCALE SYSTEM DES DENNIS LTYS . . 27328 DATE BICIFILTRATION O ° Dote Approved: Nor TO SCALE File: P:\sdskproj\595q\enainetrinq\5950-dl.dwq Dole/Time: 01 I6/1998 09:56 Scale: 1=1 mikeb Xrels: Z59506, � � 0 14$. . SANITARY SEWER, WATER NOTES AND DETAILS co �xIr •x� V LL W 0) W HANDICA LL 9 PARKINGPSIGN o o Q (DETAIL 'A' ¢ cr SANITARY BEY16i CONSTRUCTION NOTES a 4° o a z J 0 1. REFER TO GENERAL CONSTRUCTION NOTES FOR GENERAL REQUIREMENTS. 15. ALL VALVE BOXES IN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL Qcr GRADE AFTER PAVING IS COMPLETE. 1. RAMP AND APPROACHES SHALL BE CLEAR OF n a 2. SEWER LINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON THE DRAWINGS OBSTACLES INCL. HYDRANTS, POLES AND INLETS. F_ 0 AND SHALL NOT BE CHANGED WITHOUT CITY APPROVAL. 16. WHERE THE UNDERGROUND SUPPLY TEES OFF TO SERVE ONLY A FIRE SPRINKLER SYSTEM, 2. RAMP SHALL BE TEXTURED BY IMPRINT OF METAL ° a w w W A SEPARATE AND DETAILED PLAN MUST BE SUBMITTED AND APPROVED PRIOR TO GRID WITH 1/2" SPACING. 3. SIDE SEWER SHALL BE INSTALLED FROM THE CITY SEWER MAIN TO A MINIMUM OF FIVE (5) INSTALLATION BY THE FIRE MARSHAL. 3. VISUAL WARNING STRIP SHALL BE PROVIDED 4" w w w W FEET BEYOND THE PROPERTY LINE AND SHALL BE A MINIMUM OF SIX (6) INCHES IN DIAMETER WIDE BETWEEN EXPANSION AND SCORED JOINTS. WITH A ONE (1) PERCENT MINIMUM SLOPE. 17. FIRE HYDRANTS 4. RAMP CENTERLINE SHALL BE PERPENDICULAR TO 0 o o W OR RADIAL TO THE CURB RETURNS UNLESS 0 Z 4. SIDE SEWERS SHALL BE INSTALLED, WHERE REQUIRED BY THE ENGINEER, USING A FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO CITY OF AUBURN STANDARD OTHERWISE APPROVED BY ENGINEER. cf) Q LZ COMMERCIALLY MANUFACTURED TEES AND SHALL BE PLUGGED WITH A WATERTIGHT PLUG. DETAILS. 5. WHEN RAMPS ARE CONSTRUCTED ON ONE SIDE x m m ALL JOINTS SHALL BE APPROVED RUBBER-GASKETED JOINTS. (THE LOCATION OF THE SIDE OF THE STREET, RAMPS SHALL BE CONSTRUCTED ACCESS AREA o x x n Q 0 SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE THE PROPERTY BY A PRESSURE B. FIRE HYDRANT FEED LINES SHALL BE INSTALLED AT RIGHT ANGLES TO THE SUPPLY AT CORRESPONDING SIDEWALK LOCATIONS ON $ TREATED 2 4, FOUR (4) FEET LONG BURIED IN THE GROUND A DISTANCE OF THREE (3) FEET. MAIN IN CONFORMANCE WITH THE 5?-INCH MVO HYDRANT SETTING DETAIL (CITY OPPOSITE SIDE OF STREET. r THE LOWER END SHALL HAVE A 2 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF STANDARD DETAIL). 6. ON ARTERIAL STREETS, IN GENERAL CASE, CURB moo -6 W THE STAKE. THE EXPOSED ONE (1) FOOT SHALL BE PAINTED TRAFFIC YELLOW AND THE RAMPS SHALL BE CONSTRUCTED TWO PER RADIUS, 03 m 6 Z DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT ON THE 2 4.) C. HYDRANTS SHALL STAND PLUMB, SET TO FINISH GRADE WITH THE LOWEST OUTLET IN OR PREFERABLY ADJACENT TO THE MAIN IC WIDE PAINTED m m Q J IN ADDITION, THE LETTER "T, TWO (2) INCHES HIGH, SHALL BE NEATLY IMPRINTED IN THE BEING NO LESS THAN 18 INCHES (18") FROM FINISH GRADE, AND A CLEAR AREA PEDESTRIAN PATHS. 367.3E BLUE STRIPES (TYP.) ' i Zca' TOP OF THE CURB BEFORE THE CONCRETE HARDENS TO DESIGNATE THE SIDE SEWER AROUND THE HYDRANT OF NO LESS THAN THIRTY-SIX INCHES (36"). 7. ON RESIDENTIAL STREETS, AND/OR WHEN UTILITIES STENCILED SIGN Q LOCATION. ARE IN CONFLICT OR STREET GRADE EXCEEDS 4.0%, (DETAIL 'B') ALIGN �' '� �' D. PUMPER PORT SHALL FACE STREET OR FIRE ACCESS AND BE READILY ACCESSIBLE CURB RAMPS MAY BE CONSTRUCTED ONE PER RADIUS, < e 5. LOCATION OF SIDE SEWERS SHALL ONLY BE CHANGED AS REQUIRED DURING CONSTRUCTION TO ANY FIRE VEHICLE FOR FIRE FIGHTING AND PUMPING OPERATIONS. AT MIDPOINT OF CURB RETURN OR AT MAIN PEDESTRIAN "' o UPON AUTHORIZATION OF CITY. CONTRACTOR SHALL NOTIFY ENGINEER WHEN EXACT PATH. SEE SITE PUN FOR DMEI6M LOCATIONS ARE DETERMINED. E. LEADS FROM THE SERVICE MAIN TO THE HYDRANT SHALL BE NO LESS THAN SIX (6) INCHES IN DIAMETER AND ANY LEADS OVER FIFTY (50) FEET SHALL BE NO LESS THAN A� Dotal c i° 6. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM EIGHT (8) INCHES). C. THE CITY OF AUBURN PRIOR TO CONSTRUCTION. F. FIRE HYDRANTS SHALL BE INSTALLED WITH A DIAMETER OF EIGHT (8) INCHES. g"E HOHE 7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT NO CONFLICTS OCCUR 4" BETWEEN SANITARY SEWER LINES AND PROPOSED OR EXISTING UTILITY LINES DURING G. FIRE HYDRANTS SHALL BE INSTALLED AT A MINIMUM SPACING OF 600 FEET ALONG 1/8"xY DUMMY JOINT I 1/B"x2' DUMMY JOINT CONSTRUCTION. STREETS IN SINGLE-FAMILY ZONES AND 300 FEET IN ALL OTHER ZONES (ON-SITE I WNIE SYMBOL & OUTLINE HYDRANTS SHALL BE A MAXIMUM OF 150 FEET FROM FURTHEST POINT ON EMJIE BACKGROUND 8. UNLESS OTHERWISE APPROVED, ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW BUILDING). TEES SHALL BE DONE BY THE CITY OF AUBURN. THE CONTRACTOR SHALL BE RESPONSIBLE VISUAL ° ° 4 d d VISUAL „ 7)P.ECIIED1 SIGN FOR PIPE INSTALLATION. TRENCH EXCAVATION, BACK FILL AND PAVEMENT RESTORATION. H. EASEMENTS SHALL BE A MINIMUM OF 7? FEET EACH SIDE OF ANY HYDRANT. WARNING w� a WARNING STRIP d d do ° ci o 8 STRIP 9. TEN-FOOT (10') HORIZONTAL SEPARATION SHALL BE MAINTAINED AS A MINIMUM BETWEEN .®x n d S SEWER AND OTHER EXISTING OR PROPOSED UTILITIES. ° 84 p a °d d us 10. ONE-FOOT (1') VERTICAL SEPARATION SHALL BE MAINTAINED AS A MINIMUM BETWEEN 1/47 N' GROOVE d N ° 0 / co ° cv o_ d z ° 1 4 N' GROOVE SEWER AND OTHER UTILITIES WHEN A CROSSING OF UTILITIES OCCURS. IF A ONE-FOOT (1') (�UIL NOTES ° ^Q MINIMUM IS NOT POSSIBLE, THEN A SAND CUSHION SHALL BE PROVIDED AS DIRECTED BY d ° 4 b W V O THE ENGINEER. ° > > d a U � NOTES: ° 11. ALL CONNECTIONS OF SDR 35 PVC PIPE TO MANHOLES SHALL BE MADE BY USING A.C. OR GPK MANHOLE ADAPTORS, OR APPROVED EQUAL, 1. ALL WATER MAIN BENDS SHALL USE MEGA LUGS AND BLOCKING PER CITY OF AUBURN c 12. PIPE FOR SANITARY SEWERS SHALL BE STIR 35 PVC WHEN PIPE COVER EXCEEDS THIRTY-SIX STANDARDS. ROLLED CURB 3Ex3E BLUE w` Q (36) INCHES. REINFORCED CONCRETE SEWER PIPE, SDR 21 PVC, OR DUCTILE IRON CLASS 52 2. WHERE THE UNDERGROUND SUPPLY TEES OFF TO SERVE ONLY A FIRE SPRINKLER SYSTEM, A Detal D@t8l STENCILED SIGN CAN BE USED WHEN APPROVED, AND PRIMARILY FOR OVERSIZING PIPE AND DEEP OR A SEPARATE DETAILED PLAN MUST BE SUBMITTED AND APPROVED BY THE FIRE MARSHALL 2.4 A W co J SHALLOW TRENCHES. PRIOR TO INSTALLATION. riowE "� Z � IL W 13. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED TWELVE FEET, SIX INCHES (12' 6.) FOR 3. FLOOR DRAINS FROM COVERED AREAS POTENTIALLY SUBJECT TO POLLUTANTS SHALL BE • 5" THICK CEMENT Q 1: D SDR 35 PIPE. CONNECTED TO THE SEWER THROUGH AN APPROVED OIL/WATER SEPARATOR AS INDICATED ^ CONCRETE SIDEWALK IN SECTION 8.0 OF CITY OF AUBURN DRAINAGE MANUAL. FLUSH, NOT TO Q (Q L> 14. BEDDING NO PVM NIPS DER BE /87 MINUS CRUSHED ROCK, FOUR (4) INCHES UNDER TO NOTES. EXCEED 1/Z" LIP 9ECTIONA A c J �_ J SIX HMMAPP® PAfIM NOTES 15. BEDDING FOR CONCRETE AND DUCTILE IRON PIPE SHALL BE 51T MINUS CRUSHED ROCK, SIX (6) INCHES UNDER TO SIX (6) INCHES MINIMUM OVER THE PIPE. 1. ALL CATCH BASINS WITHIN THE DEVELOPMENT MUST BE STENCILED "DUMP NO WASTE (SEE SITE PLAIN FOR LOCADON & CORFMAIRATON) Q DO W DRAINS TO WETLAND." I. W 0 m 16. ALL PIPE TRENCH BACKFILL MATERIAL SHALL BE CLASS " BANK RUN GRAVEL, MODIFIED b FUOED SDEZ I:ITOO MAMMIY (OILY MIEN SHOWN ON SITE PLAN) CV) BY THE CITY OF AUBURN. 2. SIX-INCH EXTRUDED CURB SHALL BE REQUIRED AROUND ALL ON-SITE PAVED AREAS, WHERE (SEE ALSO NOTE No. 3) PARKING WILL BE ADJACENT TO A STREET. A 6-INCH EXTRUDED CURB IS ALSO REQUIRED CT 2 WVTM . 17. PIPE TRENCH BACKFILL MATERIAL WITHIN THE RIGHT-OF-WAY SHALL BE 5/8" MINUS BETWEEN ALL ABUTTING PAVEMENT AND LANDSCAPED AREAS. CURB RAMP DETAIL AIL SEE SITE PLAN (p MINIMUM CLEAR) CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET. 3. GRASS-LINED SWALE SHALL BE SEEDED WITH SEED MIXTURE APPROVED BY CITY OF NOT TO SCALE 3. UPPER LAW MNIIIY 18. AN OIL/WATER SEPARATOR WILL BE REQUIRED TO CONNECT BUILDING FLOOR DRAINS TO THE AUBURN. 4' DEEP x FULL WIDTH OF RAP OR PRONDE SANITARY SEWER. FLARES OF 112 SLOPE LL 4. LOMFR DID OF RAMP llf UP$K1ID AT 45 AIONG EDGE 5. SUWA E TEXTURE : o o DAMP- BROOM FlA5N PFJPLTDICUVR TO - O O WATER LIE COIBIRUCRDN NDIEB bIDIRECTOR OF 0 x a 1. REFER TO GENERAL CONSTRUCTION NOTES FOR GENERAL REQUIREMENTS. SURFACE SHALL COK5151 OF RAISED TRUNCATED DOMES WITH FOLLOWING 7 -DIAMETER : O97 NOMINAL -NIGHT : O.Y NOMIw/ ^ 2. PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETING ANSI SPECIFICATIONS A-21.51 OF -CENTER TO CENTER SPACING : 2.V NOMINAL LATEST REVISIONS AND SHALL BE THICKNESS CLASS 52. PIPE SHALL BE CEMENT-LINED, IN THE SURFACE SHALL CONTRAST NSUIUY WITH AO.IONNG SURFACES ACCORDANCE WITH ANSI SPECIFICATION A-21-4 OF LATEST REVISION. THE MATERIAL PROMMWIG CDNFRASF SHALL BE AN INTEGRAL o PART OF THE SURFACE. a v o y 3. ALL PUBLIC WATER MAINS SHALL HAVE A MINIMUM COVER OF FORTY-TWO (42) INCHES. IS SPMUGE A PHYSICALLY IMPAIRED PNFKNC SPICE SNML B IDENTIFIED BY A PEIFMVIEMLY RTIItID REFlECT0RIZE0 °' 3 a u SIGN CONSTN1011) OF PORCELAIN ON SUED, WW TEXT. OR EQUAL DISPLAYING THE IKR ° _° °' c 4. BEDDING FOR DUCTILE IRON PIPE SHALL BE 5/8-INCH MINUS CRUSHED ROCK SIX (6) INCHES SYMBOL OF ACCESSIBILITY SEE DETAIL 'A' $' c UNDER TO SIX (6) INCHES MINIMUM OVER THE PIPE, UNLESS OTHERWISE APPROVED BY THE WHEN SITE PLAN CALLS FOR VAN SPACE MUTATE THE W SO. INCH Tvµ ACCESSIBLE' SON CITY. BOON THE PARKING SIGN. 5. ALL PIPE TRENCH BACKFlLL MATERIAL SHALL BE CLASS "A" BANK RUN GRAVEL, MODIFIED 2.00 B. 3Ex36 BLUE STEROL ON PARKING SURFACE SEE DETAIL 11', 'C', AND SITE PEW. BY THE CRY OF AUBURN. 1 1/2" CLASS "B" 6. PIPE TRENCH BACKFILL MATERIAL WITHIN THE RIGHT-OF-WAY SHALL BE 5/8-INCH MINUS ASPHALT CLASS CEMENT CONCRETE CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET. N 7 INCHES�ANDFSMALL ROR R BUETTERFLY VALVESE SIHALF LINS SHALL BE L BE USED WEDGE �WHENA OVERTE VLVEST LTWELVE (12) \� K. Bq�M ? z N(12) INCHES. u' '.F�. P� aF WAS 7 O w N 8. JOINTS, EXCEPT WHERE OTHERWISE REQUIRED OR SHOWN ON THE DRAWINGS, SHALL BE x a EITHER MECHANICAL BOLTED TYPE, OR PUSH-ON RUBBER RING GASKET TYPE, CONFORMING �� " Q 0 TO AMERICAN NATIONAL STANDARD A-21.11. N gz 5672�p �Q M N N z 9. PIPE FITTINGS SHALL BE DUCTILE IRON AND SHALL HAVE THE SAME KIND OF COATING, 12" DIA f/$TER t`�' a O N aO � ¢ LINING AND STRENGTH AS THE PIPE TO WHICH CONNECTED AND SHALL CONFORM TO ANSI FIBRE JOINT PACKING SUBGRADE S'TAO#AL EWC' 47 0 00 C4 ar0 z SPECIFICATIONS A-21.10 AND A-21.11 OF LATEST REVISION. Z I w z CLEANOUT N r z 10. HYDROSTATIC TESTS ON THE NEW PIPE LINE SHALL BE MADE IN ACCORDANCE WITH THE EXPIRES - I^ 3 LO L0 5 z PROCEDURE FOR WATER-PRESSURE TESTING WATER LINES" AND THE LATEST PROVISIONS NOTE: N N z OF AWWA C 600, EXCEPT AS MODIFIED HEREIN. ALL EQUIPMENT NECESSARY TO MAKE THE THIS DETAIL TO BE 1= A^p A^p w TEST SHALL BE FURNISHED BY THE CONTRACTOR, AND THE CONTRACTOR SHALL CONDUCT FOLLOWED FOR ALL CLEANOUTS r0 w O O ALL TESTS UNDER THE SUPERVISION OF THE ENGINEER. PRESSURE TESTS SHALL BE MADE LOCATED IN FLEXIBLE PAVEMENT ON ALL PIPING AND APPURTENANCES INSTALLED UNDER THIS CONTRACT, INCLUDING ALL AND UNPAVED AREAS. THESE RECORD PLANS AND THE INFORMATION CONNECTION TO EXISTING MAINS AT A MINIMUM TEST PRESSURE OF 200 PSI. SHOWN ACCURATELY REFLECT FIELD CONDTIIONS 11. DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR TO CONNECTION TO AS OF (DAM THE EXISTING WATER LINES AND SHALL BE IN ACCORDANCE WITH THE LATEST PROVISIONS FOR AS-BUILT INFORMATION, OF AWWA C 601. V BY: SEE AS-BUILT SWEET 8 0/ 9 y 12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL BE PER Q I 1' i CITY OF AUBURN STANDARD DETAILS. SERVICES SHALL BE A MINIMUM 3/4-INCH TYPE K CLEANOUT BLOCKING DETAIL T. - w COPPER TUBING OR GALVANIZED PIPE THE CITY OF AUBURN WILL INSTALL THE METERS. FAC 0009-97 t� g THE CITY WILL INSTALL SERVICES FROM MAIN LINE TO THE METER WHEN THE EXISTING NOT To SCALE WATER LINE IS IN AN EXISTING CITY STREET. l J 13. BLOCKING FOR VERTICAL AND HORIZONTAL BENDS SHALL BE PER CITY OF AUBURN ba a C0N5 STANDARD DETAILS. THESE PLANS ARE *APPROVE FOR CONFORMANCE WIN THE CITY OF AUBURN 14. CONTRACTOR SHALL OBTAIN ANY NECESSARY WATER SERVICE CONNECTION PERMITS FROM EN4YNEERINC DIVISIONS REQUIREMENTS, THE CITY OF AUBURN PRIOR TO CONSTRUCTION. /'� Approved By:�� � e E L z S Date Approved: wl21/ 17 00 A File: 5950-d2 Date/Time: 08/20/1997 07:42 Scaie: 1=1 MIKE F BOUKAL Xrefs: Z59509, 'f 7 0 14(94 STORM DRAINAGE LIFT STATION W 24!' + r 3e DM. M.M. TYPICAL - 33 EACH. 4 /e' MOLES _ Z LOVER _ --" O W 2 " 14" ELBOW - I `�` 12" SWING CHECK VALVE (TIP) CENTER 0 2" x BASE " LATE FROM EACH SIDE. U) Q PLAN PVIEW AIR RELEASE 3/4' THK. BASI PLATE \ \ T cr ''.. . ..: 12" SWING CHECK VALVE (TYP) I PUMP ;T \ 1 AIR RELEASE " uu Q / 11 1.........i. w ¢ ' 36" DIA. M.H. g I I . . 1 1 .............. Z LARM AND ._ �ONTR?L PANEL COVER 1" ( .+,—� ..... L L .. _ 4 66 Q W ELEV. 53.0 1 - .. ... ._. 1 - 3 �:.. , ` 90 .. .(PUMP I/3 I I FUTC CHARGE Q r I � 30'STEEL PIP \ \\ / / y• SYSTEM o w i I °y' DISCHARGE �\\ + Q m o W PUM vi �' J HIGHEST WATER EL. 46.0 I 1`_ -- i ALARM DETECTION r DESIGN PUMP STATION CONCRETE LID I FOR PUMP WEIGHTS OF 30000 EACH. w W d i 1 Z ¢ W i;___.P ♦ da 2 EZO. MATE. CIwgE 1TIo 0.RM ELEV. 4AI.D I { Oa V `� �� 1 q M.-Cl .1 9NOlE 5lAGE LOB PEflFORMANCE WIIN$TARpARD PUMP N0. 3 ON V WTERMLSlE$CIINWNFSOF01�f FOR morsisT E ~N , E paE_•RL -, EFFCIE ..COCRECTON OULD W WOE FOR STAGES O IIKWI, MR ANO L1AlE1Ml. 17.0• VERTI—LINE MIXED FLOW PUMP DIVE PUMP PERPORMANCE STAGE STAGES 12' DIAMETER LOW LIFT PUMP STANDARD SPECIFICATIONS THE PUMP SHALL BE DESIGNED FOR PUMPING 5900 GALLONS PER MINUTE OF WATER AT 42 FT. TOTAL DYNAMIC HEAD (INCLUDING IIa.MP. D=13IA. '^ C: VELOCITY HEAD) WITH 45' MINIMUM SUBMERGENCE AND WITH A MINIMUM EFFICIENCY OF 79% THE PUMP SHALL BE OPERATED AT ip C=REFER TO (�� A MAXIMVM SPEED OF 1770 RPM. V'RECTORY W `S BOWL ASSEMBLY: 120 O V STORM WATER INLET M PUMP BOWL AND SUCTION BELL SHALL BE OF ASTM A48 CS 30 CLOSE-GRAINED CAST IRON. THE SUCTION BELL SHALL WAVE Bp U 36" r! USA FLARED INLET DESIGNED TO REDUCE ENTRANCE LOSSES MO A SUFFICIENT NUMBER OF VANES TO SUPPORT THE BEARING r /� HOUSING. BOTH THE SUCIIOM KILL AND THE PUMP SHALL HAVE SLEEVE TYPE BRONZE BEARINGS OF ASTM 8505 ALLOY 636. W M•� CO CO THE SUCTION BELL Berl SHALL BE GREASE PACKED AND BE PROTECTED BY THE PUMP IMPELLER/PROPELLER. THE IMPELLER/ LL PROPELLER SHALL BE MR Of ABM 8584 ALLOY 875 BRONZE AND SHALL BE FASTENED TO THE PUMP SHAFT IN SUCH A MANNER 6 so 85 W 'd�• AS TO BE READILY REMWAKE AND TO BE ABLE TO PREVENT DAMAGE FROM REVERSE ROTATION. THE PUMP SHAFT SHALL BE cz co 2.58 I _ MINIMUM SUBMERGENCE TO OF SUFFICIENT DIAMETER TO TRANSMIT THE REQUIRED HORSEPOWER WITH A LIBERAL SAFETY FACTOR. THE SHAFT MATERIAL = 03 b !^ AVOID EXCESSIVE VORTEX SMALL BE HIGH CHROME STAINLESS STEEL OF ASTM A276 GRADE 410. THE PUMP BOWL USED WITH OIL LUBRICATED COLUMN SKILL VJ ELEV. 41.0 - ?? FORMATION WHEN PUMPING HAVE A DRAIN-PORT WITH SUFFICIENT AREA TO DRAIN THE WATER THAT PASSES THROUGH THE PUMP BOWL BEARING. < 40 o Z W PUMP N0. 2 ON _ _ _ ;; CONTINUOUSLY. © DISCHARGE ELBOW AND COLUMN ASSEMBLY: ~ F i-" ELEV. O. I _ HORIZONTAL (UNDERRGROUND) (SCHARGE URFACE) DISCHARW SKALL GE PIPE ELOCCATTED ASO DIRECT SPECIFIED. EIT SHOULD FLOW OF WATER CONSIS OF ANTHE ELBOW, NE NECESSARY WL TO THE D r �( ly; W PUMP NO. I ON _ �'„ SECTIONS OF COLUMN, LINE SHAFT, UNE SHAFT COUPLINGS AND BEARINGS. FOR AN OIL LUBRICATED PUMP, IT SHALL ALSO INCLUDE 2` •• • J 17 S" 4 SHIFT ENCLOSING TUBE, TUBE TENSION DEICE AND GRAVITY LUBRICATOR. FOR A WATER LUBRICATED PUMP, IT SHALL INCLUDE A OEMLL Oct BOX PUMPS OFF 35.0 �1 g DISCHARGE ELBOW AND COLUMN PIPE: 30 W Q 000 W '` { THE DISCHARGE ELBOW SHALL BE A PLAIN END THREE PIECE FABRICATION H ALONG RADIUS WELD ELBOW, IF MORE THAN HA ONE YS ' 2 W SECTION OF COLUMN IS USED THE JOINTS SHALL D OF THE TYPE AND THE DIAMETER ER OF ANY INTERMEDIATE SECTION SHALL BE O (� THE SAME AS THE CONNECTION DIAMETER OF THE DISCHARGE END OF THE ELBOW. THE LOWEST SECTION OF THE COLUMN MAY BE TAPERED PIPE 20 14.5" MAKE PROPER CONNECTION WITH THE PUMP BOWL THE ELBOW AND COLUMN ARE TO BE FABRICATED OF CARBON STEEL WITH RE ELEV. 29.2 THINKNESS NOT LESS THAT 1/4 INCH. 12" LINE SHAFT: WIT5o Z. THE UNE SHAFT SHALL BE ASTM Al 08 GRADE 1045 STEEL. GROUND AND POUSHED WITH A SURFACE FINISH NOT TO EXCEED 40 RMS. O -+L IT SHALL BE OF AMPLE SIZE TO OVERATE THE PUMP WITHOUT DISTORTION OR VIBRATION AND SHANyL BE CAPABLE OF CARRYING W CRUSHED ROCK BASE 3000 PSI CONCRETE 4A5•S m 12, O.G. I THE MAXIMUM HORSEPOWER THAT MAY BE GENERATED BY THE MOTOR. THE BUTTING ENDS SHALL BE MACHINED, FACED AND LL Ir EACH WAY RECESSED SQUARE TO THE AXIS OF THE SHAFT. TO INSURE ACCURATE ALIGNMENT, THE SHAFT SHALL BE STRAIGHT WITHIN 0.OD5 w SB B INCHES TOTAL INDICATOR READING PER 10 FOOT SECTION. THE ENDS OF THE SHAFT SHAIl BE ACCURATELY MACHINE THREADED 0 FOR CONNECTION. SHAFT COUPLINGS SHALL BE BORED AND THREADED FORM SOLD ASTM A108 GRADE 81112 OR 12L14 STEEL BARS W DESIGNED WITH A SAFETY FACTOR OF ONE AND ONE HALF TIMES OF EACH SHAFT. THE THREADS SHALL BE LEFT HAND TO TIGHTEN y DURING PUMP OPERATION, THE COUPUNGS SHALL BE WITHOUT VENT HOLES. FOR WATER LUBRICATED COLUMN THE SHAFT SEAL BE < PROVIDED WITH A TYPE 304 STAINLESS STEEL SLEEVE TO ACT AS A JOUNAL FOR EACH RUBBER UNE SHAFT BEARING. THE SLEEVE ¢ z z SKILL BE PLACED ON A FULL SIZE SHAFT WITHOUT UNDERCUTTING AND SECURED IN POSITION BY A SUITABLE SPECIALADHESIVE. REPLACEMENT j SLEEVES SHILL PERMIT FIELD INSTALLATION WITHOUT SPEC TOOLS. b m 2 5 S� N C LINE SHAFT BEARINGS (WATER LUBRICATED) 7 ' 7 THE UNE SRAFT BEARING SURFACE SHALL BE FLUTED RUBBER. FOR COLUMN SIZFS UP TO 2C', 0 1000 2000 3000 4000 S000 ww 7000 THE -UNE SHAFIBEARINGS WILL BE HELD IN PUCE BY BRONZE DROP-IN STYLE RETAINERS (SPIDERS). A RETAINER WILL BE LOCATED AT EACH JOINT OF PIE. FOR COLUMN SIZES CAPACIN-LLS.G.PAI. (� LARGER THAN 2C', THE UNE SHIFT BEARINGS WILL BE HELD IN PLACE BY FABRICATED STEEL Wo RETAINERS (SPIDERS) WELDED TO THE SIDES OF THE COLUMN, THESE RETAINERS WILL BE LOCATED IMMEDIATELY ADJACENT TO ONE OF THE FIANCES AT EACH JOINT OF THE PIPE EYE AREA So:IN. . rap ANAEUER rrt.1a5. % rt � Y MM1PER uEP IB.Ff' E.% EWi..LDS. . pp p © VERTICAL MOTORS AMX .sro.STABEs , s ..L OFEPNNILIYRE 1"'r�l i Y $ PUMPS SHALL BE DRIVEN BY 90 HP 1770 RPM 440V 3 PHASE 60 HERTZ WP-1 HOLLOWSHAFT MM.OF{MIIm-PSI. NAp 11,14 a U MOTOR , SOLID SUITABLE FOR SHIFTCONTINUOUS OPERATION, SELF RELEASE COUPLING, HI THRUST sr0,u -W. . p,yp .m BELL } : Tw BEARING. SOLID 84R THREADED SHIFT COUPLING. pA,u+ 1% Furgpoca Ilg;or. MAX.S1MFT ON..W. — -,{41 MM. BA1E .W. 15 %pILT,�LpARIDTYPE ESA Om 1� pSIN' p N N G"at rtvBprl pe•Ivmvc<.rztra4mytravlErieon. X N • K. Hq� I=— i CF 7AS O Y uM'i a 0 5 ZD = ~z Z W t � 3 5672 p All > rO N N 3 s/DNA L fay' Z rn No Go W _ u EXPIRES 04 3 1 11 co IA N N W N Z O O W Ra OD LLJ Y04v � aN THESE IWO= PLANS AND THE NPOIMIOM 3HMW ACONYWY Rk}l,= /RID CONDM rS AS OF /Iwo N p ON FOR AS-BOIL T INFORMATION, Ass BY:SEE AS-BUILT SHEET 9 of 9 o a o W GRA 0009-96 V,A Z, #s " 7NESE PLANS ARE FOROAPPRO Ia ' cc h EIF�iINK I O CRY OF ALIPAIN 4 ADProved BY: /irR.r� S_ !!K E m z °c o PG 6; L __ 9 0< 23 _� I u � STORM DRAINAGE LIFT STATION W z In 20' SQ. OPENINGS Z � Q 4 ._ rye' HOLES 36" DIA. M.H. TYPICAL - 3 EACH. Q COVER w 2ff4� t14' ELBOW - �� it SWING CHECK VALVE (TYP) p 3 CENTER O 2" x Y O C � � �ii wwBASEPLATE FROM EACH SIDE. + PLAN VIEW I AIR RELEASE j F Lcr 3I4' THK. BASEPLATE / / PUMP /1 \ \ u zT Q 1Y SWING CHECK VALVE (TYP) \ \ AIR RELEASE w L3 J U I \ \ F a a Z 36" DIA M.H. B f I I ...AA . - w_ w_ Q CONTRAICE - PAINEL COVER 1' I _ { I I E ?2.94 t 2" i - - + DISCHARG P a } I.. �..I .. . .: . IP) _ 11 I ELEV. fia:8 90 PUMP �2 t ' 12" (RiKURE) A\ m m W DISCHARGE A� + m cf) J - PUMP #3� qj Q i r HKSHEST WATER EL. > ECTION 46.0 �����` I _���' m m r ALARM DET -r DESIGN PUMP STATION CONCRETE LID m - I FOR PUMP WEIGHTS OF 3000# EACH. /I � r arK l z w - ` z t0 No EX. EH. ELEV. 44.0 16FHH 1770( MATERAL ga Q P.P.M. PUMP N0. 3 ON — • •fie 1 1 IMP.-C.I. "1 MINGLE STAGEATEflIALS.EFFlNCBIENLY ANDARD SNONN FOROR PERFORMANCE WITH TMORE STAGES. VO1'LM 2 MP.-NLM MTnER3 WERSIgWN FOflOES AGES SEDQ 35TAGE 3 0 BOWL-BR2.1 .2 EFFIOIENCY WHINFUTIONSSHOULD BE MADE FOR STAGES ANDMATERAL 4 0 BOWL-XMC 17.9' VERTI—LINE MIXED FLOW PUMP DIVE PUMP PEMORMANCE STAGE STAGES 12' DIAMETER LOW LIFT PUMP STANDARD SPLCIFICATIONS: IMP.SHALLA. THE PUMP SHALL BE DESIGNED FOR PUMPING5900 GALLONS PER MINUTE OF WATER AT 42 FT. TOTAL DYNAMIC HEM INCLUDING 160 A=13.2SO B=12.313 VELOCITY HEAD) WITH45' IN SUBMERGENCE AND WITH A MINIMUM EFFICIENCY OF 79% THE PUMP SKILL 8E OPERATED AT C=REFER TO A MAXIMUM SPEED OF 1770 RPM. 1 1'r - FACTORY W 0 N BOWL ASSEMBLY: 120 U o PUMP BOWL: AND SIx:TION BELL SWILL BE OF ASTM A48 CLASS 30 CLOSE GRAINED CAST NEON. THE SUCTION BELL SHAD HAVE 80 85 36' STORM WATER INLET A FLARED INLET DESIGNED TO REDUCE ENTANCE LOSSES MID A SUFFICENT NUMBER OF VANES TO SUPPORT THE BEARNG 86 W THE `^HOUSING. BOTH SUCTION BELL AND TIME PUMP SHALL HAVE SLEEVE TYPE BRONZE BEARINGS OF ASTM 8505 ALLOY 836. w VJ 'rT THE SUCTION BELL BE11MADE OFSHALLBE GREASE PACKED BRONZE BE PROTECTED BY THE FPUMPASTENED O TH ER/PROPELLER. THE IMPELLER/MAIN w 8p BS PROPEIiQi SHILL BE MADE OF ASTM B554 ALLOY 875 BRONZE AND BIW1 BE FASTENED TO THE PUMP 514YT IN SUCH A MANNER o 80 vJ AS TO BE READILY REMOVABLE AND TO BE ABLE TO PREVENT DAMAGE FROM REVERSE ROTATION. THE PUMP SHAFT SHALL BE w 83 42.46 MINIMUM SUBMERGENCE TO OF SUFFICIENT DAMETER TO TRANSMIT THE REQUIRED HORSEPOWER WITH A LIBERAL SAFETY FACTOR THE SHAFT MATERIAL 2 cf) W J 3 AVOID EXCESSIVE VORTEX SHALL BE HIGH CHROME STAINLESS STEEL OF ASTM A276 GRADE 410. THE PUMP BOWL USED WITH OIL UUBRXYRED COLUMN SHALL HAVE A DRAIN-PORT WITH SUFFICIENT AREA TO DRAIN THE WATER THAT PASSES THROUGH THE PUMP BOWL BEARING. F 40 ELEV. 41.0 : !� FORMATION WHEN PUMPING a Q = W PUMP NO. 2 ON _ — _ " CONTINUOUSLY. I- © DISCHARGE ELBOW AND COLUMN ASSEMBLY: �— ELEV. 38.0 THE COLUMN AND DISCHARGE ELBOW SHALL SUPPORT THE DRIVER AND DIRECT THE FLOW OF WATER FORM THE PUMP BOWL TO THE 0 g HORIZONTAL (UNDERGROUND) (SURFACE) DISCHARGE PIPE LOCATED AS SPECIFIED. IT SHOULD CONSIST OF AN ELBOW, NECESSARY HA AN W Q J PUMP NO. I ON SECTIONS OF COLUMN, LINE SHAFT, LINE SHAFT COUPLINGS D BEARINGS. FOR AN OIL LUBRICATED PUMP- IT SHALL ALSO INCLUDE w LC Q$ SHAFT ENCLOSING TUBE, TUBE TENSION DEVICE AND GRAVITY LUBRICATOR. FOR A WATER LUBRICATED PLUMP, IT SNAIL INCLUDE A P 1�� SNUFFING BOX { 30 o J O W Q DISCHARGE ELBOW AND COLUMN PIPE: m t O 1 c.°, THE DISCHARGE ELBOW SHALL BE A PLAIN END THREE PIECE FASWATION OR A LONG RADIUS WELD ELBOW. IF MORE THAN ONE J SECTION OF COLUMN IS USED, THE JOINTS SHALL BE FLANGED TYPE AND THE DIAMETER OF ANY INTERMEDIATE SECTION SHALL BE co THE SAME AS THE DIAMETER OF THE DISCHARGE END OF THE ELBOW. THE LOWEST SECTION OF THE COLUMN MAY BE TAPERED TO 20 R 14,5 MACE PROPER CONNECTION WITH THE PUMP BOWL THE ELBOW AND COLUMN ARE TO BE FABRICATED OF CARBON STEEL WITH PIPE ELEV. 29.2 THINKNESS NOT LESS THAT 1/4 INCH. - 2" LINE SHAFT: 315o z 3 THE.UNE SHAFT SWILL BE ASTM A108 GRADE 1045 STEEL, GROUND AND POUS14EDION WITH A SURFACE FINISH NOT TO EXCEED 40 RMS. O L a!IIIIIIAIIIIIII �� IT SHAU BE OF AMPLE SIZE TO OWATE THE PUMP WITHOUT DISTORT OR VIBRATION Mq 0 SHI BE CAPABLE OF CARRYING w CRUSHED ROCK BASE 1Be 3000 PSI CONCRETE #51S 1 12' O.C. I THE MAXIMUM HORSEPOWER THAT AWAY BE GENERATED BY THE MOTOR. THE BUTTING ENDS SWLL-BE AMp OM1ED. FACED AND Cn B 0 EACH WAY RECESSED SQUARE TO THE AXIS OF THE SHAFT. TO INSURE ACCURATE ALIGNMENT, THE SHAFT SHALL BE STRAIGHT WITHIN 0.005 ¢O 50 INCHES TOTAL INDICATOR READING PER 10 FOOT SECTION. THE ENDS OF THE SHAFT SHALL BE ACCURATELY MACHINE THREADED i FOR CONNECTION. SHAFT COUPLINGS SMALL BE BORED Aq0 THREADED FORM SOLID ASTM A108 GRADE 81112 OR 12L14 STEEL BARS w DESIGNED WITH A SAFETY FACTOR OF ONE AND ONE HALF TIMES OF EACH SHAFT. THE THREADS SHALL BE LEFT HAND TO TIGHTEN >< DURING PUMP OPERATION. THE COUPLINGS SHALL BE WITHOUT VENT HOLES. FOR WATER LUBRICATED COLUMN THE SHWT SMALL BE a z z PROVIDED WITH A TYPE 304 STAINLESS STEEL SLEEVE TO ACT AS A JOUHML FOR EACH RUBBER LINE SHAFT BEARING. THE SLEEVE ¢m o ; SHA LL BE PLACED ON A FULL SIZE SHAFT WITHOUT UNDERCUTTING AND SECURED IN POSITION BY A SUITABLE ADHESIVE. REPLACEMENT a; 0 SLEEVES SHALL PERMIT FIELD INSTALLATION WITHOUT SPECIAL TOGS. °u ,N MD u VI O N > N LINE SHAFT BEARINGS (WATER LUBRICATED) 0 1000 2000 AGOG 4000 5000 6000 7000 THE LINE SHAFT BEARING SURFACE SHALL BE FLUTED RUBBER. FOR IN STYLE L SIZES UP TO 27, THE DINE SHAFTBFARINCS WILL BE HELD IN PLACE BY BRONZE DROP-IN STYLE MN SIZES - _ -_ •`. (SPIDERS). A RETAINER WILL H LOCATED AT EACH JOINT OF PIPE. FOR COLUMN SIZES CAPACITY•U.S.G.P.M. of LINGER THAN I D', THE LINE SHAFT E SIDES WILL BE HELD IN PAGE BY FABRICATED STEEL m q o RETAINERS (SPIDERS WELDED TO THE SIDES OF THE COLUMN. THESE RETAINERS WILL BE EYEAREA-SO.IN = 78.0 IMPELLERWT.LBS. LOCATED NAMEDIATELY ADJACENT TO ONE OF THE FLANGES AT EACH JOIN OF THE PIPE. WflX PER IMPELLER LB.R' = 6.36 ONE STAGE Wi © = W DEEPWEu PE VERTICAL MOTORS sure• a `s D 2 MAXMA%.NO.STD.STAGES = 5 AOO'L STAGE WT iBS. 23J O O. PUMPS SHALL BE DRIVEN BY 90 HP 1770 RPM 440V 3 PHASE 00 HERTZ WP-1 HOLLOWSHLAFT MAX.OPERATING-Es I. = N00 DISCH. IN, = 12,14 1 0 ! RELEASE $ o MOTOR VERTICAL SUITABLE FOR CONTINUOUS OPERATION, SELF RELE COUPLING, HI THRUST sro-uTEflAL-w. =Ds60 SUCTION ". ry IN. = BELL "T BEARING, SOLID BAR THREADED SHAFT COUPLING. STO.SHAFT DIA.-IN. = 2.1M BOWLCONN. FLANGEDCOLLET MAX.SHAFT DIA.�IN, _ — AOD1a5-PEPAODITONALSTAGE. SHORT_COUPLED TYPE TI!— MIN-SUBMERGENCE-IN. = 45 L — 2 6114' pm i(] CurvP relk[I(1pi(dlpPRwnunce.relttta ld(Ipy b(eN(rcdbn m N N N of S tD U WAS M O g vLLJa J X p H 3 Z Q Z W 2CNI o �y �lg W Fj' f�/STERV' \a� ¢ C) N 00 z ), 5672 p � > r7 N N p �w} d AS — BUILT TREE z � � � ww EXPIRES N� LO 0 Z 0 Lr) N N z 1n 2! 8N Z O O J � Y Nip UN LAtA THESE RECORD PLANS AND THE INFORMATION EXPiRES: 1 • 15- 00 SHOWN ACCLIRAIIEILY l-ECT FIE CONDITIONS AS OF i rs (nAM v O&J, � m BY: z Q Ac AS—CONSTRUCTED CERTIFICATION GRA 0009-96 PIS, fHEL OC��ONS CERTIFY OF ALLTHAT THE UTILITIES SHOWNHTAL HEREON IS VERTICAL THE THESE PLANS ARE APPROVED' FOR V� CIONS v RESULT OF A FIELD SURVEY PERFORMED BY ME OR CONFORMANCE WITH UND£P. MY DIRECTION. ENGINEERING DMSION'SEREQUIREMENTS. RN m u3 Approved By: E z < DEIGNS J. TLTYS .S 2732E DATE ' Date Approved: A 576.57' — — — — N88°4952 "W — — — 619. 06 1 1 I Lc� l N - � i I Flo I O 24 O cal i —LA 1i O I O � I S88 49 52 E 525. D 1 ' II I 40 ' DRAINAGE and I �n a � o0 WATERLINE EASEMENT I ' SCAL[ u, rEer � o I PROPOSED nW I I , 45 PROPERTY `. I N I S��°24 TO BE LOT I CONVEYED TO EXPLANATION: 3 CITY of AUBURN R / { r 251 no ( PORTIONS OF PRIMARY CELLS 89 �J , 7 5 2 ° 4 s \.,I " J I WITH SOIL CONTAMINATION AT CONCENTRATIONS EXCEEDING W CA METHOD A IN CLEANUP METHODS DUSTRIAL r I 20 . 63252 Acres 5652� 55 References: �\ I 1. Drawing from GeoEngineers June 30. 1997 report entitled "SITE LAYOUT — FIGURE 2". I 'p 2. Based on drawing by Borghousen Engineers / I job number 5950 dated 5/2/97. ti v- I I C- , I I I I I i LQcc I i S z I I s6,I \ I IIL,,`•• PROJECT REF: GRA 0009-96 • ` J`. ``� These plans are approved for conformance with / \ \ the City of Auburn s Engineering Division - requirements for grading and erosion control. Approved By: �� +I `f I•`� \ \ 1.-� airvw ' I /��� `;{`• `.f \ \ Dole Approved: I 30 PUBLIC ACCESS and UTILITIES N89°03 '44 "E EASEMENT REC . NO . 9704030925 24.56 ate, I I \ Record Drawing Certification \ \ These drawings conform to the Contractor's construction records. � — — --I - � _ - - - - - - - _ - - - - - - - - -_ - - _ - - _ - - _ - - - - ; ;� T•; — \ \ 55 UTILITY EASEMENT - --- — — — — — — — — — — — — — — — — — — — — — — — — — — — i - - o e: L_ /�/ / ,• `; Title/position: — �==.'=� /T / - - - - - - - - --- -- -- -- - `` Confirmed by City Date: _ r EASEMENT � N88°49 52 V I 1144.87T— FGeolpEngineen PROTECTIVE CAP DESIGN SHEET VALLEY CENTRE CORPORATE PARK 1 of 3 Tcc o. WA.t Avenue. Suite 200 Tacwna. w0. 98402 253-3e3-4940 117 rD .'4.4A � : • _ _ .57 i 9 I I I XGND87 — — — — _ !42. 49 JbyC 36 a N8804952"W 619. 06 — X ND49 — TOE OF POND a �,fi _140377 4086 Z 1 �6 BT T &ND6 405TOP POND I I I mt ND �•�14056, I I I N I - a / POND a.X 1 071 M 23 POND \TOE POND 1 1 1 1 �I � \ � I I o- �, / T POND ry^?e \\ 1 I la Jy ) 14072 ic O I / / \BOTTOM WL Y1 !oo' 9 O J4091j �4n 2 ; I ( b 1 OMW POND �9 5 N X GND y I Nb ry�06/ \\��y�9ry i TpE POND 9'b � + f\Z,� �14076 �p , n ,l� 14073 I I I O X 14053 X 14050 — \ 0 D \BTM 28 WL,7'a8°49 52 E BOTTOM 24 ' I I GND GND �` — — 525_01 I I — a sa ao aD TOP OF POND \\ \\\ j I I I '` ` I�^ SCALE IN FEET ND y ND 1 �;; Ln TJC0J POND 1 q ; I N . \ pro X'14075 �,/ J `` �`I``I LC) EXPLANATION \ .y0 BTM 28 WL 22 t6? ' y0 I T,1\;`, , I I 0 CONTAMINATED SOIL TO BE LEFT IN-PLACE 6p(]N .W 14063 X 14043 I �'`, �'`I. I O X 14051 Ay �OND D .b BOTTOM BOND GND 1 �`,`I�j CONTAMINATED SOIL TO BE EXCAVATED AND 7 I GND a°j' 9a A6 I 1P 0y 0y I 'I ` I PLACED BENEATH PROTECTIVE CAP. SOIL 1a064 ao' `a 4061 `'ob I `� ,``• WILL BE EXCAVATED TO A DEPTH OF 1 �y I PERIMETER OF PROTECTIVE CAP \�f Ta665 BOTSDM tTOP POND TOP POND / _X 74 t�" I SURROUNDING SOIL SAMPLING LOCATIONS I ; I PROPOSED ^ y BUILDING FOOTPRINT � TO BE P-1-3 AND P-3-2 E BELOW)0 TO ° 1�r�� .. . } FOOT % H N I I ......................................... ........... ��y4i3 ' ' N• ' i E -.I gyp, yQ� y0 •. ................................ / .+ro27�1;.....• - O �r y TO 1 }((DiPe , ; I PROPERTY LOT V 7fp•'j SE OW X 14235 T 0 SLOP — — — _ , 1 Z CONVEYED OF I � i SOIL SAMPLING LOCATIONS AT WHICH `� ' � X GND 6 ,�:� GND �. 0 A �— / ��e!!^�3, I J :.. ' I'`t-, � I AUBCITYURN L_1J CONTAMINATION WAS IDENTIFIED AT DEPTHS ry X TOLAWDEPTH FOOT. SOIL 2.5I FEET AT B THESE AVATED X`14052 -1 / , ��•• \\ 0E ,,ICI LOCATIONS. t o I SILT FENCE I arf�`736 �� \:� TOE OF SLOPE. I j I . 8982752 . 4 s f t . GND �: / g ���,/,� `.4;`. • 33 LINE OF CROSS-SECTION. SEE FIGURE 4 q yry / // ���� \\ I 4, I ybC§1 FOR CROSS-SECTION. t ••••••••••• SILT FENCE TO BE CONSTRUCTED AS DIKES 20 . 63252 Acres `� 4 3/ / `�'� I 1 a 998 X GND THE FENCE BE DETERIMINED DAURINGOF I I � � A TOP I V A p_1_3 A. CONSTRUCTION. i t- - -- !� I ` . TOE AP p SILT FENCE I14126 OP ; T0E3 y I I N1 14144 TOP All \ 11 1 TOE I { X 14139 GND f APPROXIMATE References: ' \ TOE OF DIKE i ,� ^ '.� yry•yi,Y ��� ^.\`�\ /// I \ �\ I `'1 \\I h6a l ``�I � I 1• Drawing from GeoEngineers 997 report enttled "DETAILED SITE PLAN ne 30. 1 PLAN - FGURE 3". 'I .q yp• �g X4i4231 1 0232 ` �ry p I Od` 1.� I 2. Based on drawing by Barghousen Engineers X GND 0 GND TOE TOP I �\ 1 1 � j job number 5950 dated 5/2/97. 4128 y�. rya a h i 1 II, I X14207 / y� ♦ , \ ". �yy, la,40 W GND 14147 o I a i M sr o \ iv �\ TOE �F SLOE p f �bti'` I ay / I S� 4 ( �� i s �F t 14078 X GND 8 y�y I X GND •�,�. ♦ I \. ,�� 0 \ I 06 \ \ _I TT•C6E`. GND b ;;4 •,b \ 1 \ I Z TOEI 1 Tbi �t/ �OE 5 X1141481 \ \\ X tat22 ,\ \ 05. . 7YT \ . I GND \ \ it ory / GND X 1N209 CC. CND 1 I I bah X 14211 y GND / PROJECT REF: GRA 0009-96 X GND12 X 140150 1 These plans are a?�owed for conformance with I BUILDING FOOTPRINT �ND \ \ \ \ / I \'�62o�E`� the City of Auburn s Engineering Division requirements for groding and erosion control. TOE OF SLOPE �I TOE OF SLOPE / i \ \ ✓ �� a TOP OF LOPE I \ f Approved By: ya ^ ♦ y -3E 1422 / 0�/C� '6� a'S \ .54 Dote Approved: - - --- - - - - - - - - - - - - - -- - �- - TOE AP 'JF�L4225-- - - - - - _- - - --- - - _- - - -- - _- - -- - - - -- - - ry a^- 4114 a f� - - - - x � . Y14 7 AP — •y1411� z C TOE F pP LC) m: ♦� 9ra1Ei421+ — — — — — — — — — — — — — TOp,q�i�P qp — — —I — — — — — — — — — — 647 °OJ 4 L 57,9� CD - - - - - - - --#-TA - - - - - - a :I 6• y X-1 S5--- TOP T — I— — — — - - — — — — � 4_5 _. 70 - - - -- - -. - - l� — — — — T9F — _ - - -- �0.41$ - - ----- - --- - - - - _ _ _ - - -- - - -- - - ----- - - - - _ _ _ �39 �; X�14213 y,\O TOE - �E-H249-- - -- - 2�3- - - - - - - o pIOD y, .b TOE ^° TOE n � - - - - - - 10 TOE �`� O o- 141 2 I ba These drawings Contractor's z : - -- -- - -- � --- --- TOE Record Drawing � conform to the � — t¢-- J � construction records. 1 33 Date / UTILITY EASEMENT Title/position: Confirmed by City Date: N9-LD K IN SNM per S . P . N8804952 V — - - - - - - - - - - - - - - a HM Geo,Engineeles 9 1144.87' — PROTECTIVE CAP DESIGN VALLEY CENTRE CORPORATE PARK 2 of 3 1101 Forcett Avenue. Suite 200 Tocona. WA 98402 253-383-4940 4 Direct Storm Water I / Runoff to the On-Site I Ol Temporary Erosion I I Control Pond Located about 50 Feet North of the Cap. The Runoff will be Conveyed via a Property to be Ar I Drainage Swale. A Conveyed to the City of Auburn I 7-inch I High Crown P-1-3 Elevation 51 Feet - Existing \ ' /i,\/i,\ \ / Ground Surface /` \ \\,\ •\ • , \ • \ . Estimated Extent of a ` Paved Side '� s / I Contaminated Soil Uncontaminated Soil-\== / Slope (1:1) Soil Sample P-1-3-2.0 EX183M to sc CONDITIONS not ale Paved Storm Water Conveyance Channel � 1/2% Slope I 1/27G Slope N N Proposed Footprint of Future Building (Finished Floor Elevation = 53.5 Feet) Property to be Conveyed Protective Cap Existing Ground to the (Crown Elevation m 52 Feet) Surface City of Auburn Temporary Storm Water Conveyance Channel Existing Ground Surface 1 R Slope 1/2 R Sloe Ground Surface /2 0 After Excavation I of Contaminated Finish Grade Sal Elevation 51 Feet - -— ——————— —— --- — -- 57, i .cam✓ Contaminated Soil to Remain in Place Relocated Contaminated Soil \ \ Uncontaminated Soil \ \y \ Elevation 47 Feet - \�i ,, �\ Contaminated Soil to \ �`G be Relocated Beneath Protective Cap CONDITIONS AFTER CAP CONSTRUCTION \Y/ Protective Cop not to scale Constructed of 2-inch Thick Section of Class B Asphalt Concrete N INotes: I I i n 1. A total volume of approximately 3,750 cubic yards (in-place volume) o contaminated soil will be excavated and placed beneath the protective cop. The soil will be uniformly distributed beneath the 0 50 100 entire cop area (inside the buffer zone). and will be about 0.8 feet thick after compaction. SCALE IN FEET 240' 2. The protective cap will consist of a 2-inch-thick section of Close B asphalt concrete. 3. This cross-section shows a schematic (not to scale) ground water depth based on discussions with f Note: representatives of Earth Consultants and Barghousen. The depth to ground water after site development is anticipated to be below the base of the contaminated soil. 1. Paved side slopes and storm water conveyance channels 4. Design plans for the cap have been reviewed by Washington State Department of Ecology. Ecology are not shown to scale. will provide formal approval after construction of the cap and submital of os-built plans and documentation of soil excavation activities. CROSS SECTION A-A' PLAN VIEW OF CAP Reference: Drawing from GeoEngineers June 30. 1997 report entitled "CROSS SECTION - FIGURE 4". Reference: Drawing from GeoEngineers June 30. 1997 report entitled "PLAN VIEW OF PROTECTIVE CAP - FIGURE 5". PROJECT REF: GRA 0009-96 These plans ore approved for conformance with Record Drawing Certification the City of Auburn s Engineering Division These drawings conform to the Contractor's requirements for grading and erosion control. construction records. By: Date: Approved By: � 5 Title/position: Date Approved: —7/1 577 Confirmed by City-Date:- GeolsEngineers PROTECTIVE CAP DESIGN SHEET 1101 Fowcett Avmu<, Suite zoo VALLEY CENTRE CORPORATE PARK 3 of 3 Tacoma, WA. 98401 253-383-4940 H-7pI494 ROUGH GRADING AND TEMPORARY EROSION /SEDIMENTATION CONTROL PLAN A PORTION OF THE SE 1/4, SEC. 1, TSP. 21 N., RGE. 4 E., 37TH ST. NW LEGEND: AND NE 1/4, SEC. 12, TSP. 21 N. RGE. 4 E., W.M. EXISTNG CONTOURS -------53---- J .SFE 30TH T. NE 67 PROPOSED coNrouRs ---sa--- SHEET INDEX SITE DATA: N IL 0.� EXISTING SPOT ELEVATION ,ar z ROCK CHECK DAMS 29TM o '- 1 . COVER SHEET ST. NW SITE ADDRESS: AUBURN, B ST. 9 rl W Q AUBURN, WA 98001 z Z 0 DITCH INTERCEPTOR — ----a 2. ROUGH GRADING AND TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN ASSESSOR'S PARCEL NO.: 000080-0036-01 } 3 z 3 3 F- Q 3. ROUGH GRADING AND TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN 3 W w TEMP. CONSTRUCTION ZONING: M-1 (LIGHT INDUSTRIAL) w AV�� Q ENTRANCE '� 4. ROUGH GRADING AND TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN x fr w SITE AREA: 79.9t ACRES AUBURN z Q TEMP. STORM LINE 5. ROUGH GRADING AND TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN 3: MUNICIPAL oCIO BASIS OF BEARING; AUBURN SHORT PLAT NO. SP 15-81 < < z' AIRPORT FLOW DIRECTION ow 0.2% 6. PROFILE SECTIONS A—A THRU D—D REC. NO. 8207299002 N'' - ao a o o W 7. PROFILE SECTIONS E—E THRU F—F VERTICAL DATUM: NGVD m z Le N > PROPOSED SPOT 49.75 z w ��] z ¢ O ELEVATION 8. ROUGH GRADING AND TEMPORARY EROSION/SEDIMENTATION NOTES AND DETAILS BENCHMARKS: CITY OF AUBURN REFERENCE NO. 'Y' 15TH t m V USC & GS BM WEST SIDE OF R.R. Sr W 'f° N TEMP. SEDIMENT NEAR 30th CONTROL POND = SET C IN FO NDAT10N OF D BUILD NG NW $ Q NEAR THE S.E. COR., EL.56.73 V PROPERTY LINE EARTHWORK OUANTI IES MIRAFI FILTER FENCE �� FILL = 200,00 C.Y. LEGAL DESCRIPTION Q CUT = zs,00D C.Y. VICINffY MAP NOTE: THESE QUANTITIES ARE ROUGH ESTIMATES ONLY. CONTRACTOR SHALL VERIFY HIS OWN QUANTITIES. AREAORANGE SENSITIVE —'—�-- PARCEL 1: AREA FENCE LOT 2 AND TRACT X Of AUBURN SHORT PLAT N0. SP-15-81, ACCORDING TO THE 100 YR. FLOOD PLAIN: SITE IS NOT WITHIN 100 YR. FLOOD PLAIN N - ^ SHORT PLAT SURVEY RECORDED UNDER KING COUNTY RECORDING N0. 8207299002; PER FLOOD INSURANCE RATE MAP. SITUATE IN THE CITY OF AUBURN, COUNTY OF KING, STATE OF WASHINGTON; EXCEPT m RIGHT-OF-WAY FOR '8' STREET NW AS SHOWN ON CITY OF AUBURN L.I.D. NO. 332 ORANGE CONSTRUCTION 'B' STREET ET AL RIGHT-OF-WAY PLAN; SUBJECT TO EASEMENTS OF RECORD. i FENCE CONTAINING 79.885 ACRES. Z O — T —_ { _ } 3 p.t9YY 1y - } iM f ( / -•. / / , • Y = / 1 -----� --- _____ —__ ___ _____ �____ ____ 1 � _ J a III �s i — € - - _ y W Z k� 1 I� I I I I 'i II ----------- Al � r ' r / L y I CONTAMNATpN / I �� __ � - O OD- ` Q w 1 1 - I ` .� A W04 LO \� t Rl. NEA FW�r TMfIDA MEn 1 �'• - a- =L' �`` y^ DO r i Ul N .I -a a__ \ J O r./ � I I A A A II 3 w _ A ; ��: ., I '�-- - -- -- - --- -- � - � I i NOT A P R� o C, a �-F�3 L z — — oB / a o �_- � -- ----- ---- - - E T 4 - SHEET 5 r _._ _ -- ___ _ J ' 1 i / I 1 II � I /i as LL p li I I Qo _ < S Il as I I I � I J � o o` Il ELZ l / I ' _________ - _ _ _ _- ----__- . ______ _____ _ _ or \ \ \_� \—�' - _� _�_ - _.- —1—. _ __-�� _� -a ��_ - I_ _�_ —ice _ _ __ O z to 'a _ w - -- 5 _ - �_ — �� -_-- ' - = - _ -- -T i a - _ _ _ a p � Y ] 1 `j LzL.I �C Z j m 00NI� Z — II I m I MN J33WB XB. MN I�JIQ 9. N w 1 ZONE ¢ z II I M2 � 3 � In Oz N N z - 0( WAy NZOO � ¢ pP E. i Y �.IN U (=n Q q 56 2 oV VN A ONY. /STLRF e ill sb> 3SIONA L EH�'\ J Z EXPIRE Q z m GRA 0009-96 l7 _ THESE RECORD PLANS AND THE INFORMATION THESE PLANS ARE 'APPROVED' FOR 8 o coN SHOWN ACCURATELY REFLECT FIELD CONDITIONS CONFORMANCE WITH THE CITY OF AUBURN AS OF (DATE) ENGINEERING DMSION'S REQUIREMENTS. �m v W � 9v Approved By: Qfmnn, � .7 z ^ T n IA N Date Approved: f/57 r' r File: 5744—cev Date Time: 06 02 1987 15.25 Scale: 1=50 Jason Hubbell Xrels: Z5744—B2,2574451. I ROUGH GRADING AND TEMPORARY EROSION SEDIMENTATION CONTROL PLAN F ET N.E. AND N.W.P W STREET E „���� ' -X. SSMH -I Q \ TVPE 1 48 MH _ r 1 eLEI/ RIM ELEV 5018' Q :_ i RlM_F1Ed 53 95 h t LEV 4992' re _- 3 -.— ___ RtM--£tEV-r+..,- - 31-03' ��N v F — _ —. _ -- 31.15' ( ') LL ly „ _ u: _I' RIB INV. LEV c7.D3'v __ ___ _.. ____. . --cs� ( AV'iE=TT4 _... __ - --EX-CB-7i'PE 2 -3 -MN - - _ - _ _ - 8 !S) _ JL ., _ �, - - -_ - E 321 - - t �4_ ;7.� _ mv. EL Ev 4 MIRAR FILTER RIM ELEv s1.7o. - - aE= z9a' (N) Q J J my + L L:��se�. _ ��_ E�Fy 4_�_0� _: 06 --- -- Nv. ALEFABRIC FENCE o _ate (e0' i), 'i 0 1 I ? ss H y O — - - 11 - - -- / 11 _—p-pe 49 JZ 331 , UU W _ _ _ _ _ - 0 y h, WH se as as Ca 1 -50 j jl --\-----5 - _---------50.5---f------- ----��� YI �� - - D- - - - --- -------- - I . I FIELD LOCATE EX. 30 SD ua vof wa v I7EMP O 376 LF 50.5 R/l SOLIDLOCKING R o a a ------ EXISTING STORM LINE 00- Cam ===__--- g RIM 520 Q C� I IE=44.50 (FIELD ADJUST) z � � 0 W o W USE CAUTION TO AVOID EXIST. a a Q 6 I I I I I I CB #2, TYPE II-48' CB #1, TYPE F-W I SANITARY SEWERIr I r I I I I I I W/ SOLID LOCKING LID (TYP) W/ SOLID LOCKING LID (TYP)RIM I I Q n Q 11 I II 11 II E=4 .4 EIM44.35� W Q II a I I I I I PROTECT C8 PER CITY OF PROTECT CB PER CITY OF I I I y '=�RR II I i II II II AUBURN STD DTL DEV-7 AUBURN STD DTL DE V V-7 II I Z ;, I I I (INSTALL SHUTOFF VALVE, 1 I as O Q I i I o I I CONTRACTOR TO PROVIDE DETAIL I v3i a m I I 11 11 TO CITY FOR APPROVAL PRIOR I I O 0 25 50 100 0 I I TO CONSTRUCTION, TO CONTROL I I I I °^' c rm� I I DISCHARGE TO CITY SYSTEM) I I \ N o O to W 0 I O '�%a p 4g I I \\ 0 01 O z. 4g Ir} - i- CJ 1 I h N MRAR FILTER p�nvIII�IiIII''II11.I��5 II+`I II-I I IiI�I I�I I�IrI II I,I III I I'I 1111II!I II I_1►=I I II II4I�II�`�Is Iw;"'�I+.'II 1i 15-II! F E N ECwE60' I1IIII 1III I I1I II II 1IIII I I I II I I I II I1I I I II A 0\_ •. �11 II I I I I I II I II II I Iu I( y I11lII I I�i1 I I1 iZI�MwIaI In 1II I � =Q.o�Zvwub G Zazw> wzwN>n cZO�rcoQHZ�°2ao o CB 43, TYPE 1--W A SOLID LOCKING LID (TYP) O RI W N OPROTECT CB PER IDQP OF AUBURN STD DCY\ O > 0 lJ Q i / 0) 10' SID EASEMENT I ULEGEND W DRAIN -WATER EASIIT ExlsTNc coNrouRs . O l DITCH PROPOSED CONTOURS - --53- -- QvV O EXISTING SPOT ELEVATION ROCK CHECK DAMS ROCK CHECK DAMS 500 lie CEX. 60 CMD L cZ ) If TEMP. INTERCEPTOR NO IE=46.18 DITCH W u) TEMP. CONSTRUCTION04 ENTRANCE � � OD 48 TEMP. STORM LINEIE=46.38 C1 EKING LIDBUILDING +A' RI = BUILDI G 50.0 FLOW DIRECTION 02% coIE=44.5 FF = 53.0FF = 53.0 ITY ,PROTECT CB PER C AUBURN STD DTL DEV- PROPOSED SPOTPRELOAD 55.0 PRELOAD = 55.0 ELEVATION 49.75 EX. DITCH I PROPERTY,eLI Ef TEMP. SEDIMENT If CONTROL POND PROPERTY LINE g if MIRAF FILTER FENCE BRIGHT ORANGE SENSITIVE AREA FENCE p % 0Cayp04% If NOTE: ALL EXISTING CB ADJACENT TO THE SITE WHICH MIGHT 526' GET EFFECTED BY AR GRADING OPERATION SHALL BE PROTECTED INTERCEPTO DITCH FROM SEDIMENT WITH ROCK CHECK DAMS 12 P.LADEN WATER. INTERCEPTOR DITCH PROVIDE cesWITH ROCK CHECK DAMS 1. 1 x1 1 1 I/ nI` I r R- Z PROTECTION ON IALL EXIST. CB 1 O ALONG PROJECT SITE. 5�W/ SOLID LOCKING LID (TYP)CB #5TYPE 1-4W RIM=50.5t no N p NPROTECT CB PER CITY OF 000 I z > ao wAUBURNLSTD DTL DEV-7 i N1-, 3 1n +n i ' wAK. 00w If Ube B B 9 52 9.5 If I 11 I I ION EXPRE - - - - - - - - - ----- ---_---1- - - - - - - - - - - ------------ --- - - - - _ - ----- - --- - --- - --- - ------------- t ----I---- -� - _-_--- GRA 0009-96MA 3. , NOTE: BUILDING LOCATION AS SHOWN ON THIS PRE-LOAD THESE RECORD PLANS AND THE INFORMATION THESE PLANS ARE "APPROVED' FOR 0 GOoll1 I II � PLAN IS NOT APPROVED BY CITY OF AUBURN UNDER SHOWN ACCURATELY REFLECT FIELD CONDITIONS CONFORMANCE WITH THE CITY OF AUBURN THIS PERMIT. DEVELOPER PRE-LOAD THE BUILDING LOCATION 0 THEIR OWN RISK. AS OF (DATE) ENGINEERING DMSION'S REQUIREMENTS. 00 p/�n� � a BY: Approved By: „"rd .S 26' .//.l'O z m `o j- F eF Date Approved: G,�4/9� o N File: 5744—gm1 Date/Time. O6/02/1997 15.35 Scale: 1-50 Jason Hubbell Xrefs: Z5744—B2,Z5744S1, q7 D 14 �L�" ROUGH GRADING AND TEMPORARY EROSION /SEDIMENTATION CONTROL PLAN MATCHLINE - SEE SHEET 2 OF 8 I i r IILI II II ------------ ------------------ - - -- — — — I ---I �- i --- — — — — — — — -- — — — — — — y�II} — — — — — J —_�•—_—•—_— ,— - t •--�495 r I- 1 . — _ —_ — _—. — _ — _ _ — I — I J 59.55 r I I I II � I I P II I I N LL cr I I I I I I CB 08 TYPE A-48' II I ; � i I i I ! woW O HZ ZBUILDING 'A' IE=44.55 0 526 wO FF = 53.0 0 MH PRELOAD 55.0 BUILDINGB Q z 0Q FF = 53.0 I � o � � Z Q III I I I I I i I t PRELOAD = 55.0 I i w F) w w Q 0 I I II I II II I I I a i �� aII IIl II :� II ��/ I I III III 0 •(k . g III III 1I 1� I1I II1 ' � ary III I I mEm w � Z Z0o Q W1oz W � lww � Q 2 o W Q I I I INTERCEPTOR DITCH II I I i I I I I I I i \Iy WITH ROCK CHECK DAMS I I 1 I I PARCEL j;( I I II III II I III I1 M o -4 ' INTERCEPTOR DITCH � Z 60' WITH ROCK CHECK DAMS " m II 1P. ®V O I \N W__ __ \ -- -- I I1 (— : _ — - ---50 _ _ �— — --`-- - - _ — 50 50.0 Z --- - -a-- - - - - - --- -- MIN. I1 o 0 0 0 oa o \ 39 LF TEMP. 18" SD 0 09. TBAP. 50.0 I I STRUC 7 \ \ �/� U o I MIN. RIM=49.0 9 EX. TOP OF SLOPE \ I Z 1"=50' 4�8 i ��l �� I I TEMPORARY CONSTRUCTION ENTRANCE /� V A a EX. TOE OF SLOPE JI O 25 x150 I 0 25 50 100 z j W/WASH PAN PER DEFAIL SHT. 7 / II \ PROVIDE GRAVEL / J \ e 1' � WINDOW i� W C 4 Z i �5 EX. POTHOLE L..:_ O Q 00 10' SIDE,WALK EASEMENT (To BE DRAINEd§,_ � 1a / Q > m � 140 DRAINAGE/ / \'� a O V�ATER EASEMENT ,/ 50.0 C I II I // EXCAVATE THROUGH \ \ III O J U (` BERM TO PROVIDE \ 1 �e a — I C Q U r DRAINAGE RELEASE \\ \ I r ' p N I I / STORM DRAINAGE \ ', Z I I / 51.0 DETENTION POND \ N2 // OD W � BOTTOM=44.0 TOP DEAD STORAGE=44.6 V A` \4Pop m°� � i 5 I 00 I P I _"- ^^MAX. W.S. EL. 49.0 � _ LEGEND I ' 1 I QMIN. TOP POND EL. 50.0 \ \ AS — w y MIN.^ VOL. (REQ'D.)=405,803 OF \ \ — EXISTNG CONTOURS 53-- y;g I _ , _ VOL. (PROV.)=523,169 OF \ \ y i, , 46 I (� y 52 0 r _ ' \ I 15 PROPOSED CONTOURS ——— --- r -���` � . L_V A _ 0 lL EXISTING SPOT ELEVATION ROCK CHECK DAMS 4 TEMP. INTERCEPTOR jm�— — 510 50.0 I x A N DITCH I _ ei I ( 1 MIN. I I I o TEMP. CONSTRUCTION ,p� }�p ,,��}}���o I I INTERCEPTOR DITCH �� _ o�oC `o"�oc7o W/ ROCK CHECK DAMS � I I cv w o ENTRANCE A PROPERTY LINE TEMP. STORM LINE od,J� n I 2 a FLOW DIRECTION � I � I � i� a> �h� v��v �i � c PROPOSED SPOT 49.75 I �1; 0 ELEVATION � I � I , I EXISTING SEWER TEMP. SEDIMENT / TO BE REMOVED OR CONTROL POND = I PROPERTY LINE ABANDONED. ALL UTILITIES TO _ -I w I I TO BE ABANDONED SHALL I I PROPERTY LINE MIRAFI FILTER FENCE �r I I BE CAPPED AT PROP. LINE BRIGHT ORANGE ��— I :. a I I ?��T WA x c:i u SENSITIVE AREA FENCE _ I O tiF'D y 4y Z w V :I I P I � � ORANGE CONSTRUCTION AREA OF � CONTAMINATION -- a / II X r f ' N O II II I 2 672 2 Z � z w ONA 11111 ' ¢ o cN" m 0. 0 00 N r Z > O OO Z 1 I I EXPIRE Z w w J E ti SPECIAL NOTE I I I I � N ¢ � � z III r IN ACCORDANCE NTH CONDITION tl � m � ^ � L � 0 z D y6� I I OF THE FINAL MDNS SEP-0021-N, I w �, NO EARTHWORK SHALL DONE WITHIN I I D N LJ p o 5of 1 r _ - 5 I CONSTRUCTION FENCE THE SITE PRIOR TO A QRADMGPO PLAN OF j I ' °D Y 0 �n I BEING SUBMITTED TO THE CITY INDICATING . A MINIMUM OF 15 FROM THE CONSTRUCTION OF A SPECIFICALLY I x N THE CONTAMINATED ENGNEERED IMPERAOUS CAP TO BE I I c s PORTION OF THE SITE. PLACED AND MAINTAINED ON THE I n s� CONTAMINATED PORTIONS OF THE SITE. I I J __ °6 ---------------- ----------- ---- - - -- ---- - - - - - - - - - -- - - - -- - --- ------- -- - ------------- ---------- -- - - - -- - - -- -- - - - - - --- ------,ILi 5 — V —— — I — 2 t — CHLINE SHEET 4 OF 8 �DRA 0009 96 MAT G �p ( GONE THESE RECORD PLANS AND THE INFORMATION THESE PLANS ARE "APPROVED" FOR SHOWN ACCURATELY REFLECT FIELD CONDITIONS CONFORMANCE WITH THE CITY OF AUBURN AS OF (DATE) ENGINEERING DIVISION'S REQUIREMENTS. 00 �-• n' By Approved By: A.l- - 1.UIL.r z d `o a L Dote Approved: �g 7 Cl) ROUGH GRADING AND TEMPORARY EROSION /SEDIMENTATION CONTROL PLAN MATCHLINE — EE SHEET 3 OF 8 Ir Zo a <W Q _ ----^--_---_—_—_---_-- ---------------_—_— —_--- -----_—_—_— _—_ —_ — ------------- _jJO1 --- -- L—�---�= __—_—_—_ -----------_—_—_—_---------_—_—f m J 1 , O LL o ZFE HM ZQ Q KOCCK DAMS CL 52.40 g o125 U SPECIAL NOTE' ,yn, , 21121 Z W I tl 1 I _� rc � ¢ rr n 1 n I IN ACCORDANCE WITH CONDITION 11 _` � � �I 1 �Mn: z a Z O_ `•' .I I ` CAREAONTAMINATION OF THE FNAL MDNS SEP-0021-96, p 3 U Z U V Q " "1 1 PARCEL 1 / CONSTRUCT ORANGE CONiAMNATKNJ — NO EARTHWORK SHALL BE DONE WITHIN I w w v� w w Q I r 19 OF TIE CONTAMINATED PORTIONS OF I , a s a o ('3 0 l t o �olQ / Z_ � o o ¢ 0 0 'h I / T10N FENCE OF IS FROM TFf SITE PPoOR TO A CilADNO PLAN Z ! o I ti? PORARY CONSTRUCTION LOT 2 S.P. 15-� / THE CONTAMINATE KENO suBMIrr®TO THE CRY INDICATING `.,� \\. ! �� N ^ Q W p . F TRANCE PER DETAIL, / THE CONSTRUCTION OF A SPECIFICALLY \ z �� �11 "5EE SET 8 PORTION OF T}'E SITE. I \ � W ENGINEERED IMPERVIOUS CAP TO BE - 31 PLACE AND MAINTAINED ON THE OF GRADING CONTAMINATED PORTIONS OF THE SITE. w i 52.80 \ a a a < < ('� w Q c i - - / IJ4-S $ — - - -_-- _ CO — I1 \ $v Q Q Q j' _-- — — — 1 .CAP EXISTING \ O IM u -�--� — —_ _ __ -- - - - _—— —__ -_ — �� SAP SEW ,a m ,a 53 \� _— — -� n —. . . —. ir SS4H nhI 2 1 e m W "E�s -� -� LIMITS OF HABITAT AfA _ _ I _ _ — n + 1_ - I INSTPUCIION A 1ESS ft - 71 I '�0 �y---'F- ,k-- - - ----- -- ---- - _ _ _ _ - �'�g � ,e HABITAT V =AfON BRIGHT ORANGE SENSITIVE i \ II'� T —�-1 5" a 5 _ AREA FENCE NOTE'T ry J - _� EASEMENT 1� I RELOCATION OF SOUTHERN FILL ' I I 55' UTILITY EASEMENT'J LIMITS AND AUTHORIZATION FOR FILLING OF WETLANDS PER MONS 0 25 50 100 II I -� a, _ SILT FENCE -97 ISSUED JUNE 20,1997 Q .c., " PERIOD THROUGH JULY SEP0005 . +N 88'49'5�'" W T� -- -- -ss R I - -- - -- -- -- -- - I -- 11,wMM997 CA 456.43 I II PROPERTY LINE \ F I W 688.44' PROPERTY LINE J T I0 10, LIDEWALI< EA>F MFPdT _ , �l1 r� U a \ N ° � I § E a I W N Q 40' DRAINAGE/ � M O Q OD n WATER EASEMENT LIMITS OF EXCAVATION AND FILL z U IS SOUTHERN PROPERTY LJNE 60 ¢ / - - -- / V1 JQU / JEC44) FH � WW Q I - / / 6a — W Z In Q 1 Q O � a > / �,�o 55 -- (� U Z Q 0 Ti ! �( wa / j / / I r� I wRTALL HAY BALES AI I : I / / / I 1 Cl) N W i w iFENCE A sHowN �\ %N \ 1 00 W F / _ �!II LEGEND: 00 II CD - I EXISTING CONTOURS - M _- 7 �� / _ H GHT ORANGE\SENSITNE AREA PROPOSED CONTOURS -- NCE AROUND r''EJIMETER OF — o :/XCAVAIION AREA 6. \� EXISTING SPOT ELEVATION ,- � 0 iI �I ROCK CHECK DAMS _ I NOT A PART DITCH INTERCEPTOR �••• II! ill ° o O y a N I; I ;! II 1 TEMP. CONSTRUCTION °o�j �o�°o o r^ o �I > z ENTRANCE v x ! EXCAVATE SHADED AREA AS SHOWN TO PROVIDE HABITAT AREA. 1 J TEMP. STORM LINE REVECFTATE PER HABITAT ENHANCEMENT PLANS BY RADEKE ASSOC. ..I 0.2% OW DIRECTION I :,II FL GT N ELEVATION SPOT 49 75 0� > bo TEMP. SEDIMENT of ,�,,I , V \\ CONTROL POND PROPERTY LINE ---- MIRAFl FILTER FENCE n rR I WETLAND AREA zvW BRIGHT II \11 II j I I ORANGE ORANGE SENSITIVE f AREA FENCE x o r � z — z CONSTRUCTION BRIGHT ORANGE SENSITIVE AREA I FENCE Q M N N p I FENCE AROUND PERIMETER OF 0 N 00 ? > EXCAVATinN AREA ; Z rn c0 a0 w w 3 ,n — � z Z — n g Nzoo � > I i ,;I I — - - — - - - - - - - - - - - - — - - — — — - - — - - - — — — - - - - - - - — I l� I — l Nc - I f� l / 1 — \ —�— - - - - - - - — - -------------- - — —+— -"' --- -- — f - — t i - - �' MATCHLINE - SEE SHEET 5 OF 8 11 �\ 1\_— i lr i i / �' 1 I FSFojs;ER° �`� f�N / 2 EXPIRES Q O GRA 0009-96 t� i 5Jv THESE RECORD PLANS AND THE INFORMATION THESE PLANS ARE 7APPROVED* FOR 41�a ,p CO, SHOWN ACCURATELY REFLECT FIELD CONDITIONS CONFORMANCE WITH THE CITY OF AUBURN AS OF (DATE) ENGINEERING DIVISION'S REQUIREMENTS. 00 B (� SBT: Approved By: E m Z ^ L a a Date Approved: G13 a)S 7 �7I File: 5744—gm3 Date/Time: 06/26/1997 18:32 Scale: 1=50 Brian Smith? Xrefe: Z5744—B2,Z5744S1, ROUGH GRADING AND TEMPORARY EROSION /SEDIMENTATION CONTROL PLAN Z MATCHLINE — SEE SHEET 4 OF 8 I i i i ,� i /52` \ I >- 1L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- -- -- - 1 11- t - / 1-�-I f- f 1 - \ �- - - - ------- -F - - - - - - - - r ! ! , - 1 -\- - - - - - - - - - / / I I i o o 0 It \\ , // AI I�� I �1 w h w w a s V / I I I A � / ,/ /� / ,/ �1 D o w Z Li w W 50.5fr 0 Z Q it II Cr PARCEL 2 NOT A PART \\\\ 150.5 14. 688 ACRES I 11� �TV— s7 — \ V S 89'05'52" E lw-�/� 11 .00, V�V A A III I 11A . A\ \\ \I t J VV I \\\ \ 1 I I \ O 1 INSTALL HAY BALES ALONG A \�� AV A 11 NOT A PART AVA AV A AV I I A' II FENCE AS SHOWN w CV Z 1 \ I f O O 00 0 25 50 100 1V / w 11 s 4:111MIN. 1 11 I \\ wI / I I W II o0 1 1 1 v v vv v — w w EVEEA SHADED AREA AS SHOWN AREA.REG TE PER HABITAT ENHANCEMENT PLANS BY RAEDEKEE ASSOC�n O J O U v��� 1 a 0 f \ \ \ \\\ z m In /Fyn z Ili I 11 I \ s \\ \ �\ \� \ I O Z N � v v 00 56` 1 N \ \ \ ` \\\ I w N / 'BRIGHT ORANGE SENSETIVE AREA FENCE 11 \ \ \ / \ �\ \\\ INSTALL HAY BALES ALONG : 1 OD I� AROUND EXCAVATION AREA FENCE AS SHOWN ^ / I LEGENDS I EXISTING CONTOURS ___— s __ L x�/ \ l AV AVA \\Z\\\ PROPOSED CONTOURS ---53 -- � ING SPOT ELEVATION , I ROCK CHECK DAMS 5= o 0 0 _ / \ 4:1 MIN. w 7 VV� \ \ 50.5 V A �� o a TEMP. INTERCEPTOR --- ... — g r o E z DITCH i > TEMP. CONSTRUCTION O 1 1 1\ e V `V AAA ENTRANCE TEMP. STORM LINE ( FLOW DIRECTION d r o 'A \VA PROPOSED SPOT 49.75 o o c> o ELEVATION xx I TEMP. SEDIMENT w / / 30' UTILITY EASEMENT \1\`\ \ �� CONTROL POND PROPERTY LINE EO vvvA I111 WETLAND AREA ? z o MIRAFI FILTER FENCE cn a Q BRIGHT ORANGE Q z z I \ s SENSITIVE AREA FENCE �~ z N S 5 Q z CDN W ¢ N 88'54'2 W 1 // -- - - - - m 8' C w w PROPERTY LINE -�- S 88*54'28" E I �. K. B < 04 56---- �_----_ J N N Z -- �— -- -- -- r\\E-oj WASN� I Ln z > s s� 684.30' -- -- -- -- -- oP �, - co co w > s Q N Z O O ¢ � 30' UTILITY EASEMENT 20' EASEMENT 2 6 2 oW 9 SISTER v��` !� OONX . AL EtJG p9 !v RQd - -__-_ -- EXPIRES 1� 2 w GRA 0009-95 V -- Jam" 6.8 GNS THESE RECORD PLANS AND THE INFORMATION THESE PLANS ARE *APPROVED" FOR c; SHOWN ACCURATELY REFLECT FIELD CONDITIONS CONFORMANCE WITH THE CITY OF AUBURN AS OF (DATE) ENGINEERING DIVISION'S REQUIREMENTS. �• //o�/F�1'I►� 00 BY Approved By: ,/iww� ..]-MU'f E A_,r _ _ Date Approved: e�y LO i, 5744—gm4 Dale/Time 06/02/1997 15.58 Scale: 1-50 Jason Hubbell X,fs: Z5744—B2.Z5744SI, _ Ll7 D I/4, g.4 Z J _.._. . . _... FINISH GRADE ...... z FINISH.GRADE... . . W 0 J 0.49, 0.4% 0:4% .4% o LL 54 {V N YTEMP.. ZOzZW 52 50EXISTING GRADE_ 50 o o 0TEMP W INTERCEPTOR < - - Uw J N U O V' DITCH V' DITCH LL DITCH (TYP.) SECTION A-A a 48 48 w � g C7 m a n gy o V M N p w FINISH -GRAD FINISH' GRADE } z 0.4% 0.4% 0.47 0.4% w a � a \ \ CA — O 52 / _ — 52 W N Z 00 ICE EXISTING GRADE 50 - .. . TEMP. : TEMP. W W INTERCEPTOR - W Z 'V' DITCH : V' DITCH DITCH INTERCEPTOR a � O SECTION B-B 00 J U 1 '=50' HORIZ. W Q � U r 1'=2'. VERT. : J L0 04 O Z I z o 55 5s 00 W N w a . 00 n ^ 54 EXIST BERM. . - - \ ILL. FINISHED GRADE - \ \ ° iv 52 EXCAVATE THROUGH / BERM TO PROVIDEDRAINAGE RELEASE x EXISTING :GRADE 50 o �I \ ' r O O / 2� 50 \\ STORM DRAINAGE DETENTION POND -- - - - MAX: W S EEV. 49.0 - o u n SECTION C-C TOPDEAD STORAGE-44:6 o o -._. MAX. W.S. ELEV:=49.0 �- POND BOTTOM=44.0 - - - _..: 1' =50' HORIZ. . - _... MIN..TOP POND ELEV 50.0. vOC. (REQ'D =405,803 CF t' -2' VERT.. VOL .MOV3 523,969 CF EXISTING DEPRESSION J :D z � O Z zN a I \ a[ In a a a 56 I. I a 58 w N g Z HJ N N O N 00 Z ¢ K A a I I54 z c3 W S� . :54- \. . . . FINISHED..GRADE.... OP��F I �n H wC4 N Z Q p Y .N.. UN H 567 p 52 I _ - �\ \ 52 S/ONAL b \ - EXPIRES . J S�Z EXISTING GRADE : \� 50. -_ _- — — — 50 GRA 0009-96 V g v CQNyJ SECTION D:-D THESE RECORD PLANS AND THE INFORMATION THESE PLANS ARE APPROVED' FOR bb8 B - - SHOWN ACCURATELY REFLECT FIELD CONDITIONS CONFORMANCE WITH THE CITY OF AUBURN 1 '=50'- HORIZ. AS OF (DATE) ENGINEERING DMSION'S REQUIREMENTS. _........ f,._z, ..VERT. c*km v 00 ^7 � 3Y: _ Approved By: �C/.O*Y \,C z (� a Ln a P� Date Approved: �/7 LDI 117 17 14.Q'4 File: 5744—pO Date/Time'. 06/02/1997 14'.48 Scale: 1=50 Jason Hubbell Xrefs: 75744-82, 56 FINISH GRADE 56 '. LZ 54 54 in BOTT�,OM-44.ION D� 3 0 CJ� z¢ TOP DEAD STORAGE=446 m z ' Z z SILT FENG / : MAX W S':. El--49.0. . m o. o O Q MIN. TOP POND EL=50.0 52 — _— — VOL (REQ'D. 405,803 CF 52 VOL. (PROV)�23.169 Cr r w (,) Q — EXISTING GRADE : i o o_ L� INTERCEPTOR T �. aC ac 4 o: LLI V DITCH TYP. . . . . c ) SECTION E—E — — so o o _ 1:"=50' HORIZ_ _ _ _._. _. . _ mw 1n rn LU I.._2' 'VERY. : . Mecce cr _..._. ... .:... _I CL ¢ "� Q N AREA TO BE POND- BOTTOM -= 44.0 MITIGATED FOR m v n n o - - - - - - - - - - - - - - - - - HABITAT :ENHANCEMENT. (PLANS BY RAEDEKE ASSOC.) w - HABITAT LINE--,. .BRIGHT ORANGE : z 56 ESENSITIVE 56' AREA FENCE SILT FENCE a 54 TOP OF EXIST. 54 BERM 4" MIN. DEEP CRUSHED SURFACE O EXISTING GRADE BASE COURSE OVER COMPACTED W $UBGRADE Q x MITIGATION CONSTRUCTION 52 _. w ACCESS ROAD 52 N z FINISH GRADE O m / 0 Er SD - - �- - - — - - — - w w a crwcf) 3z STORM DRAIINAiiGE DETENTION POND 48 0 Q 48 SECTION E=E (CONTJ 0 O TOP DEAD STORAGE 44 6 MAX W.S. EL=49.0 c MIN'. TOP POND EL. 50:0' 1 =50' HORIZ. - - L T VOL. ((REO'D.)=405803 CF 1 '=2' VERY. 0 z I VOL. (PROV.)=523,169 CF DO Z LO 44 UJ CV 00 FINISH GRADE O (0 L 55 ` 5 L� co O LL / I,z 53 W �Qz a SILT FENCE / / 3 N o 11 ? 'il / o x — — — — — — — — 51 rn w m EXISTING GRADE w l y : INTERCEPTOR . INTERCEPTOR DITCH (ttP.) DITCH (TYP.) 49 SECTION F—F 49 1"-50': :HORIZ.. 1"=2'. VERT. N \ O Z N a V) g AREA-TO BE w a � MITIGATED FOR Q ~ HABITAT ENHANCEMENT. (PLANS BY RAEDEKE ASSOC.) > M N N g o z 4 CD N 00 (50 0) Coo NO 0000 z HABITAT LINE--,-._ N Q I I z w SILT FENCE QP�4,�F W 9� Y O LID U F !'\_`' ' :.. ONALTEF- �v`_ N,Sbd 54 25672 `z 0 /T�7 J s 4" MIN.. PEEP CRUSHED SURFACE EXPIRES Q cD w EXISTING GRADE BBASE U� ERSE OVER COMPACTED T. 52 `wn :. .. 52. GRA 0009-96MITIGATI v 1 : . I ON CONSTRUCTION z ACCESS ti �ba GoaSo — — — _ — — — — THESE RECORD PLANS AND THE INFORMATION THESE PLANS ARE 'APPROVED' FOR SHOWN ACCURATELY REFLECT FIELD CONDITIONS CONFORMANCE WITH THE CITY OF AUBURN S0 : :. _ 50_' AS OF (DATE) ENGINEERING DMSION'S REQUIREMENTS. Go d SECTION F—F (CONY.) Q, Approved BY: .... ; S_ _ r "= R 1"=2' Date Approved: (0/ 71 N 2' VE VERY.. , N F , File: 5744-pr2 Date/Time: 06/27/1997 07:51 Scale: 1=50 Brian Smith? Xrefs: Z5744-132, CITY OF AUBURN GENERAL CONSTUCTION NOTES SPECIAL CONDITION NOTES I, ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S 1. DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE CONSTRUCTION ENTRANCE NOTES: REQUIREMENTS AND SPECIFICATIONS. TOP OF E%. BERM EL= 52.5 1. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING & FOLLOWING SCHEDULE OR EXCEPTED IN THE FIELD WHEN IN THE JUDGEMENT OF THE CLEANING THE APPROACH ON A REGULAR BASIS. 2. STANDARD SPECIFICATIONS SHALL EI 1LS, PECIAPW AS MODIFIED BY THE CITY S. AUBURN, BUILDING OFFICIAL, SUCH SCHEDULE IS NOT WARRANTED: - 2. IF DIRECTED BY THE CRY ADDITIONAL QUARRY 100E O INCLUDING AUBURN'S STANDARD DETPJLS, SPECIFICATIONS AND REQUIREMENTS. SPACES MUST BE ADDED. 3. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS FROM APRIL 1 TO OCTOBER 31, ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED 13 3, THE CONSTRUCTION APPROACH MUST BE LOCATED I 5' 1 325E 1 25' 1 32.5E 1 5' O a) AND DETAILS SHALL BE ON SITE DURING CONSTRUCTION. AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL �J� AT THE PERMANENT APPROACH LOCATION. J 4. A PRE-CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON-SITE WORK FOR ALL BE STABILIZED WITHIN 10 DAYS. F 4. MINIMUM WATER DEPTH TO BE MAINTAINED AT - J PUBLIC FACILITY EXTENSION PROJECTS. FROM NOVEMBER 1 TO MARCH 31, ALL EXPOSED SOILS AT FINAL GRADE SHALL BE EL 50.3 7 V2 FEET IN TIRE WASH PAN AREA. JYpf-� o 0 2' B _ LLJ J 5. CONSTRUCT WASH PAD AS REQ'D Rf,O 0 r' 5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHAH CALL "ONE-CALL" STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES. E%POSED - BASED ON HELD CONDT ION OR - (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, G45, � �Q MIN. DEPTH, 6-8" DIA. CPROVIDE ITY FOR APPROVAL i0 DESIGN J JETS \f ' / o o` Q POWER, TELEPHONE AND TELEVISION . SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO QUARRY STALLS ,N 0 3" CL B ACP F Q REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5' MIN o - Z 6. DURING CONSTRUCTION, THE USING TEMPORARY SHALL BE REQUIRED TO CONTROL ON-SITE 5- 6' CSBC z STORMWATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN SEVEN DAYS ?OPTEr z EROSION/SILTATION CONTROL PROCEDURES. NO SEDIMENT LADEN STORMWATER SHALL SHALL BE STABILIZED IMMEDIATELY. SECTION G-G �s�°'`' SECT10N A-A N Q a BE ALLOWED TO DISCHARGE INTO THE CITY OF AUBURN'S STORM DRAINAGE SYSTEM OR FILTER FABRIC w_ p w w W ONTO ADJACENT PROPERTIES. 2. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE .�, -- Q' Q UNDER QUARRY SPALLS 25' MIN c�c W NOT TO SCALE MIRAFI 50OX OF EQUAL) 7. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL DAME 5' 15' S' w W � Q RESPONSIBNTY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF HIDDEN UnUTES o_ ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MUD O �-• TO AVOID DAE OR DISTURBANCE DURING CONSTRUCTION. NOTIFY THE ENGINEER IN _ � � ` EVENT OF CONFLICT. DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. THESE ACTIONS WILL =! =1 I_ - - -1 1 I- - R= 25' MIN. ' i> c� 2' 8. EXISTING PAVEMENT SURFACES SHALL BE SAW CLOT FULL DEPTH WITH STRAIGHT, UNIFORM BE GOVERNED AND DIRECTED BY THE BUILDING OFFICIAL 2,p ° ° ¢ o 0 EDGES TWELVE (12) INCHES GUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN ^ �'Y 12' P C,_I_. w w w Z Z THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-1). 3. THE BOUNDARY OF THE WETLAND MITIGATION AREA SHALL BE STAKED IN 25 FOOT - -=' R� TIRE WASH 3" CL 8 ACP S _u S N O r INTERVALS AS CLEARING AND CONSTRUCTION LIMITS THROUGHOUT ALL CONSTRUCTION - - PAN a LL Q W 9. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, PS DETAIL ON THE Q R 8" 6" CSBC PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CIT1"S STANDARD DETAIL N0. TRSP-1. ACTIVITIES ADJACENT TO THE WETLANDS AREA, AS REQUIRED BY THE PUBLIC WORKS QUARRY SPACES SOcc 10. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM DIRECTOR. TEMPORARY "Ve DITCH SECTION B-B �Q 112 ! Z < Q HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE (5) FEET. 4, ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON SITE NOT TO SCALE Z !NC 11, ALL CONSTRUCTION SURVEYING FOR ,EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE CONDITION. THIS ACTION WILL BE GOVERNED AND DIRECTED BY THE CITY OFFICIAL. CONSTRUCTION ENTRANCE Wilt TIRE WASH PAN ! !2 .6 Q W V UNDER THE DIRECTION OF A WASHINGTON UCENSED LAND SURVEYOR OR A WASHINGTON 5. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER FORTY-EIGHT (48) HOURS IN o c LICENSED PROFESSIONAL CIVIL ENGINEER. 3' 3' r� C x V LnT TO St ALE 3: J 3 �, 12 THE CONTRACTOR WILL REQUIRED TO WATER THE SITE, AS NECESSARY, REDUCE ADVANCE OF THE TIME WORK WILL BE PERFORMED ON SATURDAYS, SUNDAYS, rn rn m T Q EMISSIONS AS A RESULTLT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP L P AFFECTED PUBLIC ROADS, AS NECESSARY, To REMOVE MUD DEPOSITED AS A RESULT OF HOLIDAYS OR OTHER THAN NORMAL WORKING HOURS. m m m m W PROJECT CONSTRUCTION ACTIVITY. SWALE ROCK CHECK rn n VJ 6. ALL DENUDED AREAS OF THE ENTIRE SITE SHALL BE HYDROSEEDED AND MULCHED FLOWLINE DAM 13. THEC CERTIFIED AB-BUILT DRAWINGS ARE REQUIRED PRIOR PROJECT ACCEPTANCE. REFER TO THEREQUIREMENT. cv w TIYS 'RECORD CONSTRUCTION DRAWINGS REQUIRIR EMENT. IMMEDIATELY, AS DIRECTED BY THE CITY IN ACCORDANCE WITH THE FOLLOWING ELEVATION OF m ^ f SHEETS OF EQUIV L 4'x8'xi/2" EXTERIOR 14. ALL REQUIRED LANDSCAPING SHALL CONFORM WITH CITY OF AUBURN ZONING ORDINANCE CRITERIA: T<? o PLYWOOD OR EQUIVALENT RISER CREST n w ^ z SECTION NO. 18.50. A,FOR SLOPES WITH A STEEPNESS LESS THAN OR EQUAL TO ONE UNIT VERTICAL 0.5E MIN. 15. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF TO ONE UNIT HORIZONTAL (1/1) PROVIDE HYDROSEEDING AND STRAW MULCHING RIMS AND CASTINGS SHALL BE 14 INCHES (147) WITHOUT ADDING NEW SECTIONS. IN THE MINIMUM AMOUNT OF TWO (2) TONS PER ACRE (APPROX. 2 INCHES KEY ROCK INTO 16. ALL MANHOLES AND CATCH BASINS IN PUBLIC RIGHT-OF WAY OR EASEMENT SHALL BE THICK). (REFER TO CONSTRUCTION SEQUENCE FOR PERIMETER BERM ESTABILIZATION CRITERIA). SWALE 0.25' (MIN.) ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAIL NO. STFG-1. B.FOR SLOPES WITH A STEEPNESS BETWEEN ONE UNIT VERTICAL TO ONE UNIT DEPTH OF 1 ALL CONNECTIONS HORIZONTAL (1/1) AND TWO UNITS VERTICAL TO ONE UNIT HORIZONTAL (2/1) SWALE X-SECTION AT ROCK CHECK DAM WATER IN N OF STIR 35 PVC PIPE TO MANHOLES SHALL BE MADE BY LASING A.C. OR I ZO 7. M GPK MANHOLE ADAPTERS, OR APPROVED EQUAL PROVIDE HYDROSEEDING AND INSTALL AND PIN WOVEN STRAW BLANKETS PER BASIN WHEN 18. THE MAXIMUM LAVING LENGTHS SHALL NOT EXCEED 12'Ti FOR STIR 35 PfPE THE MANUFACTURER RECOMMENDATIONS. FULL FOR SLOPES WITH A STEEPNESS EXCEEDING TWO UNITS VERTICAL TO ONE UNIT i O.7 19. BEDDING FOR PVC PIPE SHALL BE 5 8 INCH MINUS CRUSHED ROCK, FOUR INCHES (4") HORIZONTAL (2/1) DO NOT HYDROSEED, BUT INSTALL CLEAR PLASTIC SHEETING 5' SUMP BEHIND ROCK CHECK DAM \ \ \ J MINIMUM UNDER, TO SIX INCHES (6') MINIMUM OVER PIPE, AS PER THE CITYOF AUBURN WHICH SHALL HAVE A MINIMUM THICKNESS OF 6 MIL AND MEET THE SHALL BE INSPECTED DAILY, AND O STANDARD DETAIL NO. GEPT-3. 1.0' MIN. I� CLEANED WHEN COLLECTED DEBRIS REQUIREMENTS OF WSDOT/APWA SECTION 9-14.5. THE PLASTIC COVERING EXCEEDS 1/2 OF ITS DEPTH ELEVATION OF N Z 20, BEDDING FOR CONCRETE AND DUCTILE IRON PIPE SHALL 5/8 INCH MINUS CRUSHED ROCK, C.SRALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS o I BASIN BOTTOM W N O SIX INCHES (AU MINIMUM UNDER, ET SIX INCHES (d) MINIMUM OVER THE PIPE, PS PER FLOW o SHE CITY OF AUBURN STANDARD DETAIL N0. GEPT-2 DI TIRES ON ROPES MS A MAXIMUM TAPED FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN THE FULL ^ {.� �, I 8' CENTERS ,O\ Q 0 21. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFILL DETAIL NO. GEPT-1, LENGTH OF THE SHEETING WITH 1-FOOT MINIMUM OVERLAP OF ALL SEAMS. ( i U GEPT-2, AND GEPT-3 FOR CONSTRUCTION PROCEDURE. SEAMS SHOULD THEN BE ROLLED AND EITHER STAKED OR TIED. r ��-4 IN. SQ. OR LEAST 5 IN. ROUND MIN. u J 22. ALL IMPORTED PIPE TRENCH BACKFlLL MATERIAL SHALL CLASS "A" BANK RUN GRAVEL, SET AT LEAST 3 FT. INTO GROUND Q MODIFIED BY THE CITY OF AUBURN. KEY ROCK INTO o NOTE: ROCK SHALL BE 4' MINUS SWALE MIN. 0.25E W W � Q 23. PIPE TRENCH BACKALL MATERIAL WITHIN THE IMPROVED RIGHT-OF-WAY SHALL BE 5/8 INCH QUARRY ROCK. Ir MINUS CRUSHED ROCK WHEN CONNECTION 15 PERPENDICULAR TO THE CITY STREET, DUST CONTROL NOTES a SILT BAFFLE FENCE DETAIL W Z 24. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED 1. CONTRACTOR TO MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE OF TEMPORARY GROUND COVER AND ROCK DAM X-SECTION NOT TO SCALE Q O J O PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REWIRE APPROVAL FROM THE OWNER, AND OTHER TEMPORARY STABILIZATION PRACTICES SUCH AS SEEDING AND MULCHING, AND EROSION BLANKETS. aO ENGINEER, AND THE CITY OF AUBURN. 2. DURING CONSTRUCTION AND DRY WEATHER, SPRINKLE THE SITE WITH WATER UNTIL SURFACE AREA IS WET. REPEAT ROCK CHECK DAM DETAILS 0 THE PROCESS AS NEEDED DURING THE DAY. cr c T CITY OF AUBURN GRADING AND TEMPORARY NOT TO SCALE TOP BERM EL = 50.0 L L0 3. ALL OF THE TRUCK TRAFFIC MUST USE THE WASH PAD CONSTRUCTION AS DESIGNED AND SHOWN ON THE T.E.S.P. 48' CLOSED MIN. CMP STANDPIPE OPEN Q O I EROSION AND SEDIMENTATION CONTROL NOTES O PREVENTCARRYING OUT THE MUD ONTO STREET. N TOPCONCRETE BOTTOM ENCASED Z 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED DETENTION, SEDIMENTATION AND im FENCE 00 W EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND 4. ALL OF THE OPEN BODIED TRUCKS TRANSPORTING FINE MATERIAL TO THE SITE MUST BE COVERED TO PREVENT DUST EL=49.5 Cq CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES, TO ENSURE THAT SEDIMENT-LADEN Yx4" WOOD POST DISTANCE GREATER THAN MIN. HEAD TO FROM BLOWING FROM THE TRUCKS. 00 EL.-49.0 S DESIGN STORM WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE ACT: STEEL FENCE POSTS PAS NATURAL DRAINAGE WAYS. 5. DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC STREETS ADJACENT TO PROJECT WHICH WILL BE USED BY FILTER FABRIC MATERIAL 2, ° SHOW & DESIGNATE p 2. THE DETENTION/ SEDIMENTATION AND EROSION CONTROL EMENTES DEPICTED ON CONSTRUCTION TRAFFIC SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON-SITE CONSTRUCTION. b THE DESIGN STORM THESE DRAWINGS ARE INTENDED ADDITIONAL BE MINIMUM REQU ND EO NEEDED TO MEET 6. MINIMUM OF ONE WATER TRUCK SHALL BE AVAILABLE ONSITE AT ALL TIMES DURING CONSTRUCTION. 2"x2%14 GA. WIRE 0'S ELEV.=48.5 (100 yr. 24 hr.) ANTICIPATED SITE CONDITIONS. SWARR DRAINAGE AND EROSION CONTROL IMPLEMENTATION, FACILITIES H ° W.S. FABRIC OR EQUIV. 0 co MAY BE REQUIRED AS MNT, AND WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, o 1 1//2" WASHED ROCK MAINTENANCE, REPLACEMENT, AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE Fn ° GRAVEL CONE RESPONSIBILITY OF THE PERMITTEE. FILTER FABRIC FENCE INSTALLATION NOTES PROVIDE .75 - 7.5" WATER TIGHT SEAL MEASURES SHALL REMAIN IN PLACE UNTIL THE PERMANENT STORM E FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF WASHED GRAVEL BACKFILL DRAINAGE CONTROL MEAS 3. FOR GRADING AND PROJECTS ASSOCIATED WITH A BUILDING PERMIT, THE TEMPORARY 1. THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH IN TRENCH AND ON BOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, SIDES OF FILTER FENCE - SILT SYSTEM IS IN PLACE PAID OPERATIONAL AND A CONVERSION FROM THE TEMPORARY TO AND BOTH ENDS SECURELY FASTENED TO THE POST. FABRIC ON THE SURFACE ° ° 6" MIN. NICE o z PERMANENT SYSTEM CAN BE MADE -I 8" MIN. *Cr ALLOWABLE = SLIT CPS 1B' PERF DEAD u ;o a 2 YR./24 HR. 4. ALL TEMPORARY EROSION CONTROL FACILITIES, INCLUDING THE PERIMETER CONTROLS, SHALL 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE ° - STORAGE V H z REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN IE=44.6 m `o j RECEIVED FROM THE CITY. SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). FILTER FABRIC MATERIAL 36' WIDE ROLLS. ? 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES WIDE AND 12 INCHES DEEP, UPSLOPE USE STAPLES OR WIRE RINGS TO ATTATCH 12%12%12 PVC TEE W/ 1" Dw. ttP., 40 HOLES MIN. ® 10" O.C. 5. ON PROJECTS WITH FILL AND GRADING PERMITS ONLY. AND GD WHICH NO SUBSEQUENT 'r�i BUILDING PERMIT HAS BEEN ISSUED, AN AS-BUILT OF THE GDESC PLAN WILL BE REQUIRED UPON AND ADJACENT TO THE W000 POST TO ALLOW THE FILTER FABRIC TO BE BURIED. FABRIC TO WIRE. RUBBER GASKET JOINTS PERFORATIONS SHALL BE LOCATED WITHIN COMPLETION OF GRADING ACTIVITIES. THE LIMITS OF THE GRAVEL CONE ry 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL 2%2%14 GA. WIRE 127 RUBBER GASKET PLUG i l _ CONSTRUCTION SEQUENCE BE FASTENED SECURELY TO THE UPSLOPE SIDE OF TIE POSTS USING HEAVY DUTY WIRE FABRIC OR EQUIV. W/ ORIFICE DIA = 7.5" 6" GONG. BASE c a m STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INIO - c $ COMPACTED GRAVEL BASE m B 1. SCHEDULE AND ATTEND PRE-CONSTRUCTION MEETING WITH CITY OF AUBURN OFFICALS. THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES 1' II- ABOVE THE ORIGINAL GROUND SURFACE. m c a o 2. FUG ALL CLEARING AND GRADING LIMITS FOR PROJECT AS SHOWN ON THE PLANS. 18 POND BOTTOM a 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 1. PROVIDE A RIPRAP LINED SPILLWAY, 9'I9' MIN. ABOVE STANDPIPE OPEN TOP. EL=44.1 3. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE INCLUDING WHEEL WASH PADS WHERE REQUIRED. 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT I 2. A MULTIPLE PHASE POND SEPARATED BY PERVIOUS GRAVEL WINDOW MAY BE REQUIRED EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC TO CONTROL AND TRAP SEDIMENT, AND TO REDUCE DISCHARGE ENERGY. 4. INSTALL TEMPORARY FILTER FABRIC FENCE AS SHOWN ON PLANS. SHALL NOT BE STAPLED TO EXISTING TREES. b 3. POND CHARACTERISTICS SUCH AS DESIGN VOLUME, INFLOW, OUTFLOW, MAX HEAD 5. INSTALL ORANGE CONSTRUCTION FENCE AROUND PERIMETER OF CONTAMINATED SOIL AREA AS SHOWN :_:, I N SHALL TL SHOWN ON PLANS. 6. WHEN EXTRA STRENGTH FILTER FABRIC AND CLOSE POST SPACING ARE USED, THE WIRE •� 4. THE OUTLET PIPE SHALL BE A MIN. TI 8" I6. DIAMETER AND OVERSIZED ONLY WHEN APPROVED. ON PUN PER MDNS CONDRON N0. 71. Q „ � 5. INDICATE HIGH GROUND WATER ELEVATION=46.7} (pER GEO TECH. REPORT DATED 3/10/92 MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS ;3;>i, BY GEOTECHNICAL ENGINEER).6. INSTALL PERIMEER INTERCEPTOR DITCHES ALONG THE PERIMETER OF PROPOSED WORK. OGLED ORPLYWMG DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARDI N ILI 7. INSTALL TEMPORARY STORM DRAINAGE PIPES. PROVDE RIP RAP AT OUTLET AND INLET WITH I I I I 11-I I -! ! -1 I-1 j I- Z U 7. THE TRENCH SHALL BE BACKFIUPD WITH 3/4-INCH MINIMUM DIAMETER WASHED GRAVEL_ - I I > s6oIMENTAnoN PROTECTION, BURY BOTTOM OF FILTER TEMPORARY SEDIMENT POND 8. CONSTRUCT TEMPORARY SEDIMENTATION CONTROL POND. 8. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL MATERIAL IN 8"x12" TRENCH Cn z I 9. PROTECT ALL PROPERTIES ADJACENT TO THE PROJECT FROM SEDIMENT DEPOSITION.N. PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. - �I g• MA% OUTLET CONTROL STRUCTURE LLI a 9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT I iv Q z w 10. NO RUNOFF IS TO LEAVE SITE WITHOUT TREATMENT, YI, I I NOT TO SCALE LEAST MMED DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE \1 I 1 114 11. CLEAR AND GRADE SITE AMEND E.S.C. FACILITIES AS REQUIRED. IMMEDIATELY. 2"x4" WOOD POSTS, STANDARD OR BEEER, TOP OF POND EL= 520 Q M N N o U OR EQUAL ALTERNATE: STEEL FENCE POSTS LJ O N 00 of 12. WHEREVER CONSTRUCTION VEHICLES ACCESS ROUTE CROSSES PAVED ROADS, CARE MUST BE SEED MIXTURE NOTES: rn UO 00 Of z WE TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) ONTO THE PAVED ROAD. IF SEDIMENT \\: Z w > IS TRANSPORTED ONTO PAVED SURFACE, THE ROAD SHALL BE CLEANED THORUGHLY AT THE SUMMER/WINTER HYDROSEED MIX SILT FENCE DETAIL %� Y. e N a z END OF EACH DAY. RATE. RATE* T��;� , WA MF. 3 In In c2 z 13. WITH EACH LAYER OF FILL MATERIAL, INTERCEPTOR DITCHES AND LE.S.C. FACILTIES MUST BE SEED (LB/1. 000 FT2) LB ACRE NOT TO SCALE OP 4, �y LO N N w - �{y a{y vcl vyq-(yo TOP OF ROCK EL= 51.5 Q ��p Ap GRADED AND MAINTAINED TO PROVIDE POSITIVE SLOPE FOR DRAINAGE TO POND. (LB/ACRE) 0 0 0 0 0 0 0 0 ,� W O O ¢ WIRE SCREEN AROUND II N N 14. ALL WATER DISCHARGE DEVICES USED DURING CONSTRUCTION SHALL DISCHARGE INTO THE SEDIMENT POND. TURFTYPE RYEGRASS 1. 0 44 \ ° � BOTTOM OF ROCK EL= 51.0 H (LOLIUM PERENNE) /� 15. ALL DISTURBED AREA AND EXISTING ORGIES WHICH HAVE BEEN EFFECTED BY GRADING OPERATION SHALL OVERFLOW \/ �/ � o 0 0'\, ` 6 2 p BE HYDROSEEDED UPON COMPLETION OF GRADING ACTIVITIES AND IN ACCORDANCE WITH GRADING AND CREEPING RED OR 0. 6 26 � CONIC. BLOCK CONCRETE BLOCK G MIN. DEPTH, 2"-5 DIA F F�ASTEPr` �A`' GRAVEL FILTER 1-1 1/2' QUARRY SPALLS `sS TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES CHEWINGS FESCUE WASHED ROCK z iq. AUNgL 16. CONTINUOUS MAINTENANCE AND UPGRADE OF T.E.S.C. MEASURES INCLUDING DUST CONTROL SHALL BE (FESTUCA RUBRA) WIRE SCREEN GRAVEL FILTER 1-1 1/2' ��/ sd� RUN-OFF WATER W/ ASHED ROCK EXPIRE "'I NA AFTER FILL OPERATIONS COMPLETED. TALL FESCUE (TURFTYPE) 0. 6 26 SEDIMENT _ 17. MAINTAIN E.S.C. FACILITIES UNTIL ALL RISK OF EROSION/SEDIMENTATION DRAINAGE HAS PASSED AND (FESTUCA ARUNDINACEA) VAR. - OVERFLOW SPILLWAY STRUCTURE � PERMANENT STORM DRAANAGE SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT-LADEN z SUMP - # w WATER INTO STORM DRAINAGE SYSTEM. TEMPORARY EROSION & SEDIMENTATION CONTROL FACILITIES WHITE DUTCH CLOVER 0. 1 5 - _ �-PERIMETER SUMP -� NOT TO SCALE I t TO BE REMOVED ONLY UPON FINAL SITE STABILIZATION & APPROVAL FROM CITY OFFICIAL. (TRIFOLIUM REPENS) �\:��� � �✓ DROP INLET W/ GRA 0009-96 GRATE Vf FROM OCTOBER 1 TO MARCH 30, ADD TO THE ABOVE: FILTERED WATER GEOFAB FILTER V Jy ANNUAL RYEGRASS 1. 8 80 SEDIMENT FABRIC UNDER �7V COVY5 CRATE THESE RECORD PLANS AND THE INFORMATION THESE PLANS ARE 'APPROVED' FOR (LOLIUM MULTIFLORUN) SHOWN ACCURATELY REFLECT FIELD CONDITIONS CONFORMANCE WITH THE CITY OF AUBURN FROM JUNE 1 TO SEPTEMBER 1, ADD TO THE ABOVE: AS OF (DATE) ENGINEERING DMSION'S REQUIREMENTS. STARCH-BASED, MOISTURE RETENTION AGENT. 1. 8 80 m n ODI PROVIDE SUPPLEMENTAL IRRIGATION EVERY TWO TO CB PROTECTION DETAIL Denn ! By _____ Approved B �.r4VwlS�W E o THREE DAYS TO MEET AN OVERALL PRECIPITATION NOT r0 SCALE PP Y. z ^ m �i RATE OF 1 INCH PER WEEK Date Approved; IL.�Ai�g WEIGHT IN PURE LIVE SEED (PLS) PP RIe'. 5744-di Dale/Time: 06/02/1997 16!12 Scale: 1=1 Jason Hubbell XreYs. Z5744-82.