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HomeMy WebLinkAbout00D1607UTILITY CROSSING TABLE O1 12" SD IE = 63.17 8" WATER TOP = 62.17 O2 12" SD IE = 59.50 8" WATER TOP = 58.50 �3 6" SS TOP = 57.03 12" SD IE = 59.50 O4 8" SS TOP = 53.51 12" SD IE = 56.80 O 12" SD IE = 53.30. 8" SS TOP = 51.52 O6 8""SS TOP = 53_40 CATCH BASIN TABLE 37TH ST. a.w. LOCATED IN THE S.E. 1 /4 OF SECTION 2, T21 N, R4E, W.M. cr O STA. 11+91.49, 59.86' LT Q STA. 11+49.78, 49.39' LT GO AUBURN, WASHINGTON CB#1, TYPE I CB#5 TYPE II 48 0GO RIM =-62..80 , Lire, FLOW SPUTTER ' �� M m IE 8" = �$0- 9 71-� PER DTL 5 CS r �� o 1 ,-jam-! AUBURN RIM=-60�f?a- �s SITE O STA. 11+56.01, 68.85' LT IE (12" W) =-56-00 S4..11 /� // 29TH ST N.W. CB#2, TYPE I IE (12" E) = 5� 56 S�•S? INSTALL FOOTING SUBDRAIN RIM = „62.60 IE (8" S) = 0fr.M Sb• 1`i , - g�.11 0.5% MIN. PER DETAIL IE - 59�6 //// �x/' / I-P " 26TH ST N.W. 167 �w . i" 6 STA. 10+03.36 46.5' LT /"�� ' HERALD �� / /� ��, ' 25TH ST DOWNS STA. 11+52,07, 89.9' LT CB#6 TYPE I N S3.33 /� �� _ CB#3 TYPE II 48"0 RIM 5$:5@' S8� W $ • (.�J ' i°'�/� j,/ X �, o. N.W. 6 I E 12 = 5#:#Z 3 3 • i `� / x�/ / 1/ x �` . ' o RIM - • 6.4.3�• (o�I 3 ( ) g / i�/ / IE (ALL) = s8:-86- 55 .01 S S 3 •� / ��6, �' N`� �� / / ' ' 30 + J 7� INSTALL ASPHALT CONC. o , 6 ��/////, f 1 x ® STA. 11+87.14, 125.87' LT SPEED BUMP TO DIRECT �/' ��L �rLt, ��' �j// / � j / i / %/ /S 6*28'11" E ' h EX. 36 15TH ST. N.W. STORM WATER TO CATCH EX. BARBED �.-� ��� / / ��� / / ,� o E.O.P. / CB#4, TYPE i BASIN AS SHOWN / / ` / �2 h° 1 , / N4RE FENCE 0 � RIM = •67.05- .Sy � / � �`1- � / ����/l//`N41 00';�0" E`''xIE (8") = fr#.f3'S• 63•el� / x �g / /� �� /� 9:-n' EX. C/B ----� N 894835 E VICINITY MAP iW - o � 4) EX. TRANS. -� �' -�' / / •� �N�1��i[f `a `� 4,`� 142.89 � � �`�' / ► 4` . •'yb / TOWER R& 1m- � AlL/ �9 g = 64 `' NTS / N 89'48'35" E / / �/� z/ / 2/ / 65.00 BW = 56.00 a� 30, x/ / SITE DATA 0. W l6' SITE AREA: ...203,104 S.F. (4.66 ACRES) EX. ST. �j� / J� h..., / / , SIGN l %O.ly, ZONING. ... ........................ ........ ......................M1 �/� OWNER INFORMATION - / /i [�,LAND MARK DEVEL OPMENT GROUP V/C R Ff/ //» P.O. BOX 66826 INWA 98166 -0826 ,, , , 0:7 CONTACT: MR. BRETT M. JACOBSEN •--- � �� � � �-�` ' // � � �•,T PH: 206) 241-2600 / = 81.3 / /%� , ' (( )�OND'/FLOOR ��%��/''// ///Q FX: 206 241-2630 111u% 70.00 70.00 69.80, i/ �- //, / /.�/ /�W_ O lI / �69. 0• 64�75� j % � , W� r.,,,� l� l QO/ PROJECT ARCHITECT PROJECT SURVEYOR X. GUY r x`�� ROSS DECKMAN ARCHITECT PRIZM SURVEYING ANCHOR / 4121 SOUTH MERIDIAN SUITE 2B P.O. BOX 110700 PUYALLUP, WA 98373 TACOMA WA. 98411 N 12I32013 / CONTACT: MR. ROSS DECKMAN CONTACT: MR. DENNY PIERCE 32.N' PH: (253) 840 9405 PH: (253) 404- 0983 lip" FX: 253 840-9503 FX: 253 404-0984 /� // / / f` i /�/t //�. EX. / / x_i LEGAL DESCRIPTION COMPACD / //.�ii j / i MAILBOX 1 ORIGINAL PARCEL GRA f / 11 0 \ - / %/� E CY ,i // %/ /'' I . '!�i! o THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST 1 •. . QUARTER OF THE SOUTHEAST QUARTER OF SECTION 2, TOWNSHIP 21 / SEE SHEET C2 FOR zz , %� p D °5 / - `' j �' " OFF -SIZE IMPROVEMENTS NORTH, RANGE 4 EAST, W.M. IN KING COUNTY, WASHINGTON: EXCEPT ��,,,q / ., , /�,/T, / /// , ;!/i THAT PORTION THAT LIES IN THE 30' RIGHT OF WAY AT THE EAST SIDE OF rlN A TY" / / f, �%; SDR- 5 *'•@3a I • ss% THE PROPERTY AS CONVEYED TO KING COUNTY BY DEED RECORDED UNDER TW 73.00 66. AUDITOR'S FILE NO 694377. (ALSO KNOWN AS TRACTS 13 AND 14, / / / J/ ' C ' TE f, '� h / / ; < /i ' / HASSETT TRACTS, ACCORDING TO THE UNRECORDED PLAT.) --'� I-A�� i / �/ 70.00 / / 1 » ee IE=58.81 x�,• //69.70 -� / / / 1 ^ - ,,,, �� 5� 1 x NEW 30' COMMERCIAL SUBJECT T0: EASEMENT AND RIGHT OF WAY FOR ELECTRIC /� / / 69/ ,� -5 - EX. ST. j D/W PER CITY OF TRANSMISSION LINE TO THE UNITED STATES OF AMERICA OF RECORD. i / � J� ] - ' `� j �, 6 75 I S= f (( 67. 20 G4.9 1 ' SIGN 1 1 AUBURN STANDARD TOGETHER WITH THAT PORTION OF THE SOUTH 143.08 FEET OF LOT 2, 69.50 59' -� 68 i "' 10 'o ; 60. / o .. j DETAIL STDW-1 LYING WESTERLY OF WEST VALLEY HIGHWAY, CITY OF AUBURN SHORT 6 .92 6760 �2 <` PLAT NUMBER 32-79, AS RECORDED UNDER KING COUNTY RECORDING 6 I} ; r- `��_ - - _ 24LF 12" ADS-N12 70.00 ' n �� 1 67 50 6 .75 1 - NUMBER 8005080385, BEING A CORRECTION OF SHORT PLAT SURVEYS l . 8 6.45% RECORDED UNDER KING COUNTY RECORDING NUMBERS 8003130699 AND n ' 12 oN �,'7a.50 70. Q0 = / - -� 6 .67 - _ " 5 LF 12" PVC / / W= _v.00 s� 4, I 1 / 7912260412. Y / o ( / / / == - ' 0 SDR-35 @ 4.0% NEW PARCEL 'A" 14 LIT 0 1 A i _ 0 / 69.84 70. 6. { I �70.OiO 67.50 �0 c `, I . / I 19LF 12" PVC YP o 66.00 = 70.00 THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER %�`� , _ � � i � SDR-35 � 0.0% 146� \ / ( ---f., l l o / / / /) ,/ / / 70. TYp B = 66.00 69.00 I' h�� OF THE SOUTHEAST QUARTER OF SECTION 2, TOWNSHIP 21 / _� / 20LF 12 I:' .r ' �' ' ; o x NORTH RANGE I 144 \ � ^ � ^ ^ �l �� ��•��`� � ",�, / �� , /� BW = 6. 0 � � I ' AGE 4 EAST, W.M., N KIN COUNTY, WASHINGTON; EXCEPT PVC SDR-3 I % "' THAT PORTION THAT LIES IN THE 30' RIGHT OF WAY AT EAST SIDE n J \ 4 Vt{; x PROPERTY AS CONVEYED TO KING COUNTY BY DEED RECORDED UNDER �� / I '� --�� / / r 67.00 I , f Ifl4 EX. F.H. AUDITORS FILE N0. 694377. (ALSO KNOWN AS TRACTS 13 AND 14, HASSETT w :; a TRACTS, ACCORDING TO THE UNRECORDED PLAT.) , ,± 6 R.O.W. TO �4 / ' 4/ / I iUTORU x I < �� BE DEDICATEDEXCEPT FOR THAT PORTION OF SAID SOUTH HALF OF THE NORTHEAST 0GRADING, CLEARING LIMITS AND 1 / ��B�®I N / I h� I QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER �5p / i 8,>iC� ) tOOLF BIO- 'EX. TREET REVEGETATION PER SHEETS 1`L / ) FINKI_FRI", -- SWALE � 1.0% ' / L1 & L2 GRA 0011-99 aF• 7;0.00 4 OF SECTION TOWNSHIP 21 NO RANGE 4 EAST W.M. LYING WEST /`� N 2, TON NORTH, RA E AS I S / ( ) I '/10 �/ I 1 10ROPOSED DETENTION VAULT IE=54.8E�1 C4 SIGN AND SOUTH OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A 130 -- x � I '' >� PER, GRA 0411-99. MODIFY ' 2.86 FEET WEST OF i POINT ON THE NORTH LINE SAID POINT BEING 14 'Ni/ VAUI T PER EET C5. 63.00 THE NORTHEAST CORNER THENCE SOUTH 00' 04' 21" WEST A / c�6/ 38LF 12" IDS L = 1247.63 \\ t " = I DISTANCE OF 131.42 FEET: THENCE SOUTH 79 41 53 EAST 135.45 LS On / , N-12 ®LOX { FEET TO THE EAST RIGHT OF WAY LINE OF WEST VALLEY HWY. ALSO �� / �� /� / �/ // ✓ / -�'_ \�/ 65.00 I;. I EX. CB TYPE 11 48 THE EAST BOUNDARY OF SAID PARCEL AND END OF THE LINE. EX. BARBED ARE FENCE / , / / / / \ / / t - / i l 6 3ii (PER GRA �11 99) RIM-58.20 TOGETHER WITH THAT PORTION OF THE SOUTH 143.08 FEET OF LOT 2 I LUNG WESTERLY OF WEST VALLEY HIGHWAY CITY OF AUBURN SHORT 1 S 1 j l k�/ :. j 20 » PLAT NUMBER 32-79. AS RECORDED UNDER KING COUNTY RECORDING x _ x x x X _- 1 EX CONNECT NEW 12 SD PIPES NUMBER 8005080385, BEING A CORRECTION OF SHORT PLAT SURVEYS -56- r 50 - _ 5 E 0 (N & W) TO EXISTING CB RECORDED UNDER KING COUNTY RECORDING NUMBERS 8003130699 AND » � EX. 6UY f N 89*4512 E 621.60 / o 7912260412; �, a #u, ANCHORS I 6 R.O.W. TO EX. CHAINLINK FENCE ! y x EXCEPT THAT PORTION CONVEYED TO THE CITY OF AUBURN UNDER KING COUNTY lb 54 26.5 BE DEDICATED RECORDING NUMBER 8407230781 BEING A PORTION OF THE MATCH EX.T - � �5. ' �,�• ��BY OTHERS GRADES ® - - _x - SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 1, NOTE: TYPICAL ll' ��� I ��c� L = 20.08' TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. IN KING COUNTY, WASHINGTON. » x p = 00'35 35 PHASE II WILL REQUIRE PERMITS & APPROVALS, SEPARATE FROM 2OLF 12 SDR-35 XFX POWER f NEW PARCEL 'B" PHASE I. FUTURE IMPROVEMENTS MUST SATISFY PARKING, LANDSCAPING, FIRE, UTILITIES, BUILDING, AND SEPA CONDITION RECORD DRAWING CERTIFICATION THESE DRAVIINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. * 6.10% VAULTS I I I R = 1940 THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST EXISTING BUILDING I ( NEW 20' COMMERCIAL QUARTER OF THE SOUTHEAST QUARTER OF SECTION 2, TOWNSHIP 21 142) I EX. TELE I D/W PER CITY OF NORTH, RANGE 4 EAST, W.M. IN KING COUNTY, WASHINGTON; EXCEPT �'I I RISER AUBURN STANDARD THAT PORTION THAT LIES IN THE 30' RIGHT OF WAY AT EAST SIDE V) ! / DETAIL STDW-1 PROPERTY AS CONVEYED TO KING COUNTY BY DEED RECORDED UNDER SITE/STORM DRAINAGE & GRADING PLAN 1� ( I EX. CB TYPE I AUDITOR'S FILE NO. 694377. (ALSO KNOWN AS TRACTS 13 AND 14, CN HASSETT TRACTS, ACCORDING TO THE UNRECORDED PLAT.) I " ( 1 "=30' RI C. = 57.93 I I PVC EX. 8�i o (PEP, GRA 0011-99) (ADJUST Rid TO GRADE) EXCEPT FOR THAT PORTION OF SAID SOUTH HALF OF THE NORTHEAST R��. QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER IE = 50.45 II I�' FOG x I RIM = 55.00 OF SECTION 2, TOWtMP 21 NORTH, RANGE 4 EAST W.M. LYING EAST LEGEND EX CB I I LINE o AND NORTH OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A I I / IE (EX 12") POINT ON THE NORTH LINE SAID POINT BEING 142.86 FEET WEST OF J +o-I- 3Y: DATE: oo DESCRIPTION NEW EXISTING DESCRIPTION NEW EXISTING RIM 56.75 ) a' EL. 53.24 THE NORTHEAST CORNER THENCE SOUTH 00' 04' 21" WEST A \ r' I F DISTANCE OF 131.42 FEET, THENCE SOUTH 79 41 53 EAST i 3 45 TITLE/'POSITION STORM SEWER Sp - - -Sp - - DECIDUOiiS TREE o 4 FEET TO THE EAST RIGHT OF WAY LINE OF WEST VALLEY HWY. ALSO THE EAST BOUNDARY OF SAID PARCEL AND END OF THE LINE. CONFIRMED BY CITY DATE: BLD 00-0132 X E SSMH 407 18 I n� h� x 1 GRA 0011-99 ROOF DRAIN RD CONSFER RIM 58.02 I h -X CB SUBJECT T0: EASEMENT AND RIGHT Of WAY FOR ELECTRIC RIM 57.63 TRANSMISSION LINE TO THE UNITED STATES OF CA OF RECORD UTILITY CONFLICT NOTE: SEP 0011-99 SANITARY SEWER ss - - -sS - - - EXTRUDED CURB PARCEL NUMBERS CAUTION: PROJECT REF: FAC oo-0O24 WATER w -- - W - - EX. ELEC. I /! q FIRE HYDRANT SPOT ELEVATION XX.XX ��� VAULT EX. CONC. CURB 022104-9056 022104-903f THE UtNITRACTOR SHALL BE RESPONSIBLE FOR VERIFYm THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WINE SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE W 1-800-424-5555 AND THEN POTHOLING ALL Of THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE ITRAc GUARANTEEDSARE OSUBJECT ENGGINEERING,ARIATION. IF INC. TO RESOLVE FLICTS SHOULD ALL PROBLEMS PRIOR of PROCEEMG NTH CONSTRUCTION. THESE PLANS ARE APPROVED FOR CONFORMANCE yyTH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS p ^^ 4/4IO0 APPROVED BY: DATE APPROVED: ali g Loo CATCH BASIN AC PAVING CONC. SIDEWALK LANDSCAPING i ■ ❑ ROCKERY WALL c t i / CONC. RETAINING 0 & GUTTER DATUM CITY OF AUBURN BENCHMARK 30-F, BRASS SURFACE MON. • t OF WEST VALLEY HWY AND 20TH STREET N.W., EL 57.05 NGVD 29 VERT SITE BENCHMARK RR SPIKE IN (W.) SIDE POWER POLE, FIRST PP NORTH OF DRIVEWAY TO SITE, EL 60.655 REV. DATE BY DESCRIPI 1 1 07/16/00 G.MO CITY OF AUBURN REVIEW COMMENTS 2 08/03/00 G.MO CITY OF AUBURN REVIEW COMME1iTS • z m �w CD cV) L0 z o V�f \ r� (D Z N co C7 � co �W oo� w ^max 1. Z w = Ln o Cif z co 5 N c: z m ,Q V) La ',; z ® w J _J w N 86 Q � Z Q Q � Q af V) l frN F. p_l'lt4 ,p 27060 ��ss aNA EXPIRES 3 8 2001 DAZE r DRA1Ni 8'Y WAO DESIGN BY A.F.P. JOB No. 99-002 mi 0�3 a�- a t �06 00�60 7 ..'"'""^y. - i I ,, r y00 j , '1­7 A , ,. \\117 .. �\ \\ \, `\ \ .,.. \ `\\`\. �jj • . �� . t �� V \ \ \•A� , •� , -•. 4�JillEjd \ \ mmmmovsmim� �\ \ _ o- \ �,_ .� - \�\ ��\ .�. v .� \ \\ A \yw , • • ■ /:� __. __.._ __ • A .. A •• .� • • ;� • �; �� �> I 'V�\\1A\\\V� - - A\\�\\\\\ 4� ������ ��.A ��...?5��•.t...- ��� � `�� < OW I�\\11 DEDICATED , . i i.� ���\\\ . `�V�.� -\ \ ...v . �\O . R, \. �. • 1 �e 1l, .. ,� �� � ., �� V'� A � RM' , ft _A� I 11' --own, , 0. 1 W.-.gS �- 4­�- .. ,, 11�' ! \� \\ \ \ \ ...�, , \ \ \�\ ti\ IONC�\\ �� ����. -- \ . A \ \ 11 �� 0 �l�! ate, r -!� wr ♦ . ( /+■ �\\ � \ � p �, ...�\t A 1 .� v, -. / 1, �. INEMENE", \ \ �...� ,�ti ` �,s.\�\ \\..V ,.,� . A ar GU TTERi. OFF,, A\ w �ti ��r -a_: .. 'tea, ��� �.�\ EX. CB Orr- • r � •� • � I RIM 6 • ,. 2_1�t= ������� � � K.q,.,,r'*�\��� ` • •. - \ it- , . �' Ilia gill �aaaa ! i mv� �_ i• sy a M :mmom \k\mNNNt.t,4koqm\ig0 " Z�� 1' MIN.__r I - gIN 1001 r SAWCUT LINE / 10 \off 1 AS11 � � - =_ . 4 0 �! WES T V4LLry 14 ,�, R ! R • •• \. w PER 1/C2. MATCH EXISTING STANDARD DETAIL STDW-1C RIM = 55.00 OF NEW 20' COMMERCIAL TO BE RELOCATED AS ` ___1 _� ti xs ' - PR/NC1P(E AR hI } 60--� "� c EX. N0 s '�s „_� IE 12" = 53:00 D W PER C.O.A. STDW-1C EX. CB TYPE 11 48" �� EX. CB 'J � s _ �RrAt / «� ° `�-� & DETAIL STDW-3 ( ) / DIRECTED BY PUNT !` 9 - _ � "� PARKING °� \ _ .- �---�. ADJUST RIM TO GRADE &DETAIL STDW-3 SOUND ENERGY - ' \ AND PROVID SOLID LID (PER GRA 0011--99) -- � � ANYTIME - 6' R.O.W. DEDICATION R►M=58.20 STA 11+50 28' LT _K, - ! 4 SIGN / - EX. E.O.P. 6 �� 72' R.O.W. N IE (12") -5a.20 5701 3 C8 #2A TYPE I - � 6p; �1 CONNECT NEW 12 SD PIPES RIM = 58.95 � &A _1 x11,91t, \.- - _ / . WEST VALLEY HWY. ( ) STA 11+17, 2$ LT IE 12 =,•55.955 STA 11+68, 28' LT ,9s� EX. PP TO BE RELOCATTI - , + / I� N & W TO EXISTING CB � " �' 30 EX. R.O.W. 36 EX. R.O.W. ( ) �- _ CB #3A TYPE I W/CURB INLET IL iw ne) = j OF NEW 30' COMMERCIAL AS DIRECTED BY PUGET � _ - ° =' • SAWCUT PAVING FOR ,w \ _ `-� 7.5 28 28 7.5 RIM = 5$ off- (a I S` •� D/W PER CITY OF AUBURN � -�. � UND ENERGY e � - os NEW WATER LINE IE N.'$� (,12") =33:99• Sy•Zb STANDARD DETAIL STDW-1C '_ r � 6p � K'-- I EX. PAVEMENT (VARIES) I IE (12") ll� = (MIN) & DETAIL STDW-3 INSTALLATION AS 1 `'�, � /-- - - _ . REO D. REPLACE TO C2 �- EX. E.O.P. '�_ , - 0.5' -f--1.0' SAWCUT (MIN.) 0.5' {act* 8") . SS,y; �3.y9 MATCH EXISTING (TYP.) STA 12+74.78, 28' LT s9 � EX. CB _ -- e _ 1.7% � 2.0% 2.OX _ CS #1 A TYPE I � �\ r- - _ - -=---- - RIM = 39 �+ S9.1z �� I - _� "' _�::: i ���j II . STREET IMPROVEMENT PLAN IE(12")= S(0.v► _ \� PROVIDE 12 KNOCK OUT INSTALL: TEMP. CLASS B CONCRETE SIDEWALK I I I ' 2" CLASS "B" ASPHALT CONCRETE NOTE: 1 "=20' TO NORTH A.C. RAMP (6:1) ___� PER C.O.A. STD DTLS. - ALL PAVEMENT SECTIONS SHALL BE DESIGNED BASED STSW-1C &STSW-3 6" CLASS "E" ASPHALT CONCRETE BASED ON EXISTING GEOTEC;iNICAL CONDITIONS IN • . 8" COMPACTED GRAVEL BASE CONFORMANCE WITH THE CITY'S PAVEMENT DESIGN CONCRETE VERTICAL MANUAL AND W.S.D.O.T./APWA STANDARD CURB & C>UTTER PER SPECIFICATIONS. W_'.D.o.T. STD. PLAN 1 WEST VALLEY HWY WIDENING SECTION C2 N.T.S. (LOOKING NORTH) ..........•......................................:.........:.... .... ......:..........I......... ....... .... ........ ......... :.........:......... ...... .........:.........:.. :::: .. .I..... .. :::::: SSMFI: 4{I7-_ . . .... . .....:.........:.........:.........:.........:.........:..................:.... •...................:.........:.........:....................... ..... ......... .... .:.........:......... ...... ::::. ...................:.......................:.........:.........:......., .....:SEE :SHEET... .. ......... ...... _ _ - -1. -4 60 .... ....I ................. ....................« _ - ..................... .......... I........... -. . -.w .. ..T.TR... .............. ... ......... ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . •.....• ........ ...• ..... 60 Xf TI ..... -- ...... . ...... ........ _ E . S .NG' CL OF PWT: GRADE .. ... --- ... . . SSMH 407 33 ...... ... - --... ......... .. ........ ......... . ........ :: :::::::SEE H T : ... - ... _. - . ........ ......... :::::: : S EE G3 - - - - ......... .. ...... . : _,-_._ _ ... - .. - _ _. ......I. ... I - - - - .. ......'' -0 . . . . . _- . . . ..- .-.....-. «-,-- ...r.: -•- . . . . - _ . . . . . . . . . . . . . . - • S 0:5189G ......... ... �' ..... ... 5 0;518% . 58................................................... .........: ..................... .. ...................._ S-0.40% ..... ... I ..... 58 �-... ...... .. .. 1:.1.. ... 3 � .... ......... T . . . . . . . I I . . . . . . . . . . . . . . . . . . . . . . . . . .............I.1.................................. ....... .... :I:... ......:� : ...... ... . ..... ... .. ... ..... .... .. ...... ..... " ...... ........ :..1..1....: I I. !'ROPOSED FLOW LINE .. GRADE .. �: ....... ...I.... ........ .. . ..... ... .. .... .... ......... ........ . ........ .... I ........ ......... . 12 1 P • . ... ......... 3 8LF 2 VC .� pppp ..... A-�$X . n c�D :w X'O b t�- SDR 35 ® � e, 1 I I.. I: ...... .. .. + � . + � . W:o 56 :......................»....»......................:_................. _.:... o.% . . • . S g p, ' rt Fi.. ».. N' �' 1fi !Q tG i.................. wr. f " . . . = .....................•"......................... i i X .1 (' I' .. .... . ii'' ........ ... ......... ...... E 2 .. ... 1i' F 12 PVC SD-5 i 0.?I}X . ......... ......... .. .. .. ....... .. ........ I :: S0 . I• I I a s .............. I ......................... SD . .. ..... ... ::...... SDR- �} 0.7090 .. N. W.m ....... . . . . . . . :cn :w =....... ..... . :.........:..I..I....:.........:.. :.I..I...:.: ::: :::. ........: ::::::::: .... .........: r 7... .:........ ... .... ..4.... .... .... .....: :.I..L.... :. :.......:::1::1:::: :::: ::::::: :: I I ... .. ......... .. ......... ......... ...... .......... ......... ..I::I:::.z.........:.. ..::: .......: ...... .. ... :::... J ... ....... .. ...... .. .. ... ........ ... ......... --- I- \ .. .... .. ...... _ - 1 1 ......;..........................................4..........» ... ... J .'L -- ......... . .. ............................................ - .... 54 ..... ...... .... . ........ .. ... . . .. ... .. .. ' II' fl :: I �• .:..1.1....:.........:.... �:.. ....... :.........:.........:.. I�..I..:..:: ......... ...... ..I..1.... ......... ......... ........ ......... ... - - - '/' -:-{ ..... ........ ..... ..... .. ;; o .. ::::::::: ......... ......... ......... ---- -- .---.. - ........ j`:... o c�� .. ...... ........ . :....... :. I..1-.-.-.- -- ........::.I..I......I.........:.........:........, .. .... ... ......... ......... ....... I..I.....:.........:.........:.........:...:::::.:. o ` :::::::.: j::I:::: :::::::::I::..,.... „........:....... :.l..L.....:...... .:........ :. :: ...R �.r. ....I.. ..... ... ...... .....:.........:......... I..I.....:.........:.........;... �..�,;(n,-* .... ........ .. .. ... EX$.. ... ... ......... ..... ... ......... ........ . ..».................._.........:...:............................................................ ........ . 52 I».:...1....1................4............I.... ..... ........ . Ss. ... .. ......... ...... - .... ... t I + � �.... ...•.................. ...................... ........... . ..... .. . ... .. I ... .mc =' 52 ......... ..I.:1L...'......... .. ..... ........ .... :I: ..... .. .. .. ... .... . ......... ......... .. ...... ..... I. :I. .. . . .. .. __...._.-.-.-.- - _.�.Y.- - t.4 11 •28' LT :.. : .........:.........:.... 4.78, ,28 LT:::..... . ...... . C8 :.. 1 ..I ....:.........:.........:.........:.........:... ...... t n'P I W/c.URI. . E . B INLET: M s : Y. . . - - - - � _ - ... . : .�.-.- AIM.. 58.78 . . v, c� � STA; 12+7 C 1 A' TYPE I 1 . t-...-:..... - -:-.........:.........:.........:.... ::::::::: :: 8 PVG SS - STA 11+50 28': .. ..:....... ........ . . , _. . . ...... .... 9 1 I .....:...... - :... fE N.S" (a 2) 53 99 RIM 5 .74 .. ......... ......... ....... . :.»......................:....................................................:... ..... ...... ........ . ................................................... ...............:.STA 10f(5:2 8' LT = CB 2A TYPE I W CURB' INLET IE t2" := 55.t1:.. . 50 ..............................................................IE.. t2. W......55.78. MIN # ( ) ......... ........ . ......... .... _ . I I . - KNOCK 54 • ........:..::..... � ........: EX: CB. TYPE [I :480.... 58.1�5 C7E'.12". .... ..... ....... ......... ... . _ .. I I :....... I .:.... I ....: EX.' C8: TYPE- 1:........ � ... - � ...... .. S. (12) -- «, TDO ORTH ...... . . . . N. ,� .. . (PAR GRA 0011 99) I _ ......... ... E � 5422 �. J .... PER 'GRA 0011 T99 .....: ....... RIM 58.2:0:.. .... ::: m IE (.12) W - 55.95 ...; ,,; ... . LLJY J y J {�i :.........:... :... , .....:.....::..:.........:..... RIM = 55.00 . .... , ... 1� IE 12 . S .:_: 53.20::: I� I� a ... ... .. ...... . ... ......... ..... IE: =:53:D0:: :..... :w ......:..IE 12 .N := 53.20 . . _........................................................ - ....... .. ....... . ............. 48 I ........................................,............................................ ..................................................I..................................................... w ........ . I 1 I•......I....................................................................................................................................................I..................... : 8+50 9+00 9+50 10+t0 I 12+00 12+50 13+00...................:..........................:....... .. j.....................................................:..........j.......................... 48 . 10+50 11+00 11+50 13+50 14+00 8 STA +68.17, 28' LT EX CB STREET IMPROVEMENT PROFILE RIM = 57.63 UTILITY CONFLICT NOTE: CAUTION: - THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. Pir©53 ( RFv►sfLD 9"T) 1 "=20' HORIZ. 1 "=2' VERT. LEGEND DESCRIPTION NEW EXISTING DESCRIPTION NEW STORM SEWER SD - - - SD - - LANDSCAPING SANITARY SEWER SS - - - SS - - EXTRUDED CURB WATER W - - - W - - SPOT ELEVATION XX.XX FIRE HYDRANT i 0 /_ CATCH BASIN ■ El ROCKERY WALL AC PAVING CONC. RETAINING CONC. SIDEWALK [ . . EXISTING z cr m J J '< C.7 Z f_ V)o W __.I • M = 0 >- w .._ 1 r- (n w F m q n N t•-- W J M --" W LA_ C) 0 = CL• tZ F- W ..A W C (` N ui ui . er /z4r DATE APRIL 2000 BLD 00-0132 DRAWN BY GRA 0011-99 G•MO SEP 0011-99 DESIGN BY RECORD DRAWING CERTIFlCATION PROJECT REF: FAC 00-0024 (,, D.E.B. JOB N0. THESE DRAWINGS CONFORM CONSTRUCTION RECORDS. BY: TITLE POSITION TO THE CONTRACTOR'S DATE: THESE PLANS ARE "APPROVED" FOR CONFORMANCE REV. WITH THE CITY OF AUBURN ENGINEERING DIVISION'S t REQUIREMENTS \ 2 9/41'"3 APPROVED BY: 0.&.�S_., DATE 07/17/00 08/03/00 08/18/00 BY G.MO G.MO J.R.P. DESCRIPTION CITY OF AUBURN REVIEW COMMENTS CITY OF AUBURN REVIEW CUMENTS FIELD CHANGE 99-002 SHEET No. C CONFIRMED BY CITY DATE: DATE APPROVED: 4 I 5 08 18 00 / / 08/28/00 J.R.P. G.MO REVISED SED PER AUBURN MECHANICAL CITY OF AUBURN REVIEW COMMENTS L,.. Q 406 i!� td" 7 1 EX. CB TYPE II 48" LOCATED IN THE S.E. 1 /4 OF SECTION 2, T21 N, R4E, W.M. (PER GRA 0011-99) RIM=58.20t AUBURN, WASHINGTON UTILITY CROSS G 8"SS TOP = 53.40 12»SD If = 54.53 UTILITY CROSSING 12" SO If 3. # 8 SS TOP = 51.52 � t� \ ////x�� STA 0+32 J SD ' INSTALL 8"X6" t., TEE. IE - 50.98 ' I 6 � R.O.W. TO BE / / \� DEDICATED BY EX. GUY%/ ,� ANCHORS ) > ���ti ���� / / �o �o/ / S / 11" E OTHERS �+ EX. BARBED L = 20.08 1 / /� �/� % 2 i / WIRE FENCE �� �,� / / //c 1 Ro ,t l 54- -, - / cA / / / // L / �-- - 00 35 35 / / , i�� » _ / / / / i ✓ 00'S210 E // / // I EX. R - 194U Gti�� EX. TRANS. / /i �� �o / �X I TOWER � f� 1 E.O.P. N i /, / / o/ 89'48 35" E 142.89 1Vi IE (EX. 12") \ EX. POWER VAULTS I � !� � / / I o I / �N 139 48 35 E - 65 / L / f f j - - / , ro STA O+OO SSMH Iln 407-33 \ / 1 EX. TELE �� / �/ / / j ' SI ( ) i RISES l j ��, RIM = 57.95t , K IE (8" IN) = 50.55 EX. C.O. ���"` / / '' / / ` �' IE (8 OUT) = 50.45 RIM = 57.93 , MATCH EXISTING INVERT IE = 50.45 �/ / // / / lrl / /'�`'� f L ELEVATION. CONTRACTOR IS / % / / / / 1111111117, // IN A TO FIELD VERIFY LOCATION /� / WITH ENGINEER PRIOR TO BLOW / ?F 70. - U P 14 /� / / / �7 `'- / / / /� - / / COND' FLOOR = 81.3 CONSTRUCTION ICE AR / ET C17 PEk 00 40 /Xx 1c, co CAD zzz/ , /�%. -, / UTIIbITY ` 8 W TE T; s 17 ; CIV N� v)j/ CD J4o \ / ( --_.� r � � o / `I✓-' � / � % � , CO CAP AND Ml UTILITY/C I FOR FUTURE 144 Ct' / / / T2 IE CONNECTION Cam' 8" W TER0� ` UTILITY CROSSING 8 SS TOP 53.40 " -�, l / / / ���UTORU BWMN / �// l / l l / / ; f r28s 8 kl' SE RINH(I..F.RE ) / » 1 / 38 LF 8 PVC SDR-35 I I ( J I F. = 7C=.^O / SSE SEVER ® 12.0% � ,/ / 6� \�� , � � j C.O., IE -- 55.50 �� t C n » / / i / \ CAP AND MARK ,�/ - \ PAR EL 8 / FOR FUTURE �-- �\ �' / CONNECTION \ EX.. BARBED WIRE FENCE Q_ -65.5 6471 2 x x x X X N 89*45'12" E 621.60' 6R.O.W. TO vlnuiLilvn I LIVUL MATCH EX. GRADES E TYPICAL WATER & SEWER PLAN ,•=30 RECORD DRAWING CERTIFICATION THESE DRAWNGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: - - DATE: TITLE/POSITION CONFIRMED BY CITY DATE: BLD 00-0132 UTILITY CONFLICT NOTE: SEP 0011-99 CAUTION: PROJECT REF: FAC 00-0024 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DMENSION, AND DEPTH THESE PLANS ARE "APPROVED" FOR CONFORMANCE OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE U1iunES WITH THE CITY OF AUBURN ENGINEERING DIVISION'S AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. REQUIREMENTS THIS SHALL INCLUDE CALLING UTILITY LOCATE • 1- 424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY ®I"yoo WHETHER OR NOT CONFLICTt EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS APPROVED BY: ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. DATE APPROVED: STA 0+00, SSW #1 (407- RIM = 57.95t RIM = 57.93 i IE(8"IN) =50.55 IE= 50.45 1 I I J1 IE (8" OUT) = 50.45 I MATCH EXISTING INVERT I Yf ELEVATION. CONTRACTOR IS EX. CB 1 TO FIELD VERIFY LOCATION R M 56.75 WITH ENGINEER PRIOR TO d CONSTRUCTION 1 EX, SSMH 407-18 „ RIM 58.02 i EX. ELEC. VAULT WATER DATA TABLE Q STA 0+00 Q STA 1+86 FIELD LOCATE AND SHUT INSTALL: OFF EXISTING WATER MAIN * 1-8" CAP (FUTURE CONNECTION) INSTALL: 1-TEMP BLOW -OFF ASSY PER 1-12"X8" TAPPING SLEEVE C.O.A. STD, DTL WABO-2 AND 8" GATE VALVE 1-CONC. BLOCKING 1-CONC BLOCKING STA. 1+25 5` INSTALL- (2) 1" TAPS TO EXISTING INSTALL: MAIN 1-8"X6" TEE (MJXFL) 1-6" GATE VALVE (FLXMJ) Q INSTALL: 10 LF 6' DI * i v4" SUPPLY, NEW METER 1-FIRE HYDRANT ASSY BOX, AND 1" DOMEXTIC PER C.O.A. STD DTL METER PER C.O.A. WABO-1 STD DETAIL WASM-2 1-CONIC. BLOCKING < STA 1+31 Q7 INSTALL: * 1-11t" DEDUCT IRRIGATION INSTALL: METER WITH DCVA 1-8" 11 Y4 BEND (MJXMJ) PER C.O.A. STD DTL 1-CONC. BLOCKING WADM-1 (SEE LANDSCAPE PLANS) NOTES: 1. ADDITIONAL FITTINGS & PIPE MATERIAL MAY BE REQUIRED. IT SHALL BE THE CONTRACTORS RESPONSOLIT'Y TO PROVIDE THE NECESSARY FITTINGS AND MATERIAL TO INSTALL THE WATER SYSTEM. 2. WATER METER SIZE AND MY LINE SMALL BE VERIFIED WITH ARCHITECT/ DEVELOPER. SPRINKLER SUPPLY LINE MALL BE DESIGNED BY SPRINKLER DESIGNER. CONTRACTOR TO VERIFY SIZE OF TEE & LINES W/ DESIGNER PRIOR TO INSTALLATION PP / X. GUY NCHOR N 12•32'08" E WATER NOTES 32.3? 1. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL BE PER CITY OF AUBURN STANDARD DETAILS. THE CITY WILL INSTALL 6' R.O.W. TO THE METERS. THE CITY MAY, AT THE CITYS OPTION, INSTALL SERVICES FROM BE DEDICATED MAIN LINE TO THE METER WHEN THE EXISTING WATER LINE IS IN AN EXISTING X CITY STREET; ALL OTHER WORK BY CONTRACTOR. PLUMBING SUBCONTRACTOR ! SHALL VERIFY THE ADEQUACY OF THE SUPPLY LINE (SIZE/PRESSURE) PROPOSED o AND REPORT ANY CONCERNS TO THE ENGINEER PRIOR TO CONSTRUCTION. N UTILITY CROSSING 2. SPRINKLER LINE, RISER, DOUBLE DETECTOR CHECK VALVE ASSEMBLY, PUMPER 5 / 8" SS TOP = 57.03 CONNECTION AND SUPPLY UWE, AND BUILDING SYSTEM BY OTHERS. A SEPARATE 12" SD IE = 59.50 DETAILED PLAN SHALL BE SUBMITTED TO THE CITY OF AUBURN BY THE SPRINKLER 1 CONTRACTOR AND APPROVED PRIOR TO INSTALLATION. THE DESIGN SHALL INCLUDE THE ITEMS ABOVE AS WELL AS DETAILS FOR RODDING AND BLOCKING. VERIFICATION 1 STA 1+80, SSMHi 12 (407-34) OF PIPES SHOWN & PIPE SIZES OTHER THAN THOSE SHOWN BY THE SPRINKLER RIM = 59.95t CONTRACTOR. 1 IE (6" IN) = 53.05 3. PUMPER PORT SHALL FACE STREET OR FIRE ACCESS, AND BE READILY ACCESSIBLE 1 LE (8" OUT) = 52.95 TO ANY FIRE VEHICLE FOR FIRE FIGHTIIG AND PUMPING OPERATION. 1 4. PROVIDE HOSE BIBS 0 PERIMETER OF BUILDING PER OWNER REOUIREMENTS. l UTILITY CROSS14G 5• FIRE LINES REQUIRE A LEVEL "U" CONTRACTOR > 6" SS TOP = 53.51 6. MINIMUM 42 INCHES (42") OF COVER OVER WATERS 12" SD IE = 56.80 j DATU M lla 1 CITY OF AUBURN BENCHMARK 30-F, BRASS SURFACE MON. ® OF WEST VALLEY HWY AND 20TH STREET N.W., EL 57.05 coo p-- NGVD 29 VERT EX. F.H. 911 SITE BENCHMARK I 1 RR SPIKE IN (W.) SIDE POWER POLE, FIRST PP NORTH OF DRIVEWAY TO SITE, EL 60.655 EX. tTREET SIG4 180 LF a" PVC I r SDR-35 ® 1.33% 7 DESCRIPTION NEW EXISTING I EX. CB TYPE Ii 48" (PER GRA 0011-99) STORM SEWER SD - - -SD - - RIM=58.21+ ROOF DRAIN RD SANITARY SEWER _SS_ j--- STA 0+32 WATER W - - _ W - - INSTALL 8"X6" FIRE HYDRANT Ak TEE. IE = 50.98 UTILITY CROSSING WATER METER ® E 12" SD IE = 53.30f L = 20.08' 8" SS TOP = 51.52 P.I.V. I L = W35'35" F.D.C. R=1940' I SEWER MANHOLE RIM = 57.93 SEWER CLEAN -OUT • IE = 50.45 STORM MANHOLE EX. CB TYPE I I (PER GRA 0011-99) AC PAVING RIM = 55.00 IE (12") = 53.00 CONC. SIDEWALK �\ l IE (EX. 12") LANDSCAPING EL. 53.24 EXTRUDED CURB ROCKERY WALL CONC. RET. WALL - EX. COVC. CJRB & REV. DATE BY DESCRIPTION GJTTER 1 07/17/00 G.MO CITY OF AUBURN REVIEW COMMENTS 2 08/03/00 G.MO CITY OF AUBURN REVIEW COMMENTS 4LO6' 40,D1,M 7 • w r'rl CD ! PO4 Z Qc> d- cv ro r- ! � uj CD ul") bbZ ©Ci Cr)v,� 0 Iwo L j N LJ W V) r� Ad«w 0 _j > CJ:ry�hi z ZD m J Q > CD V) M) W ----1 I J > L0 J F m q `V W W w DATE APW 2 DRAWN BY G.MO DESIGN BY A.F.P. JOB NO. 99-002 SHEET NO. C 3 GENERAL PLAN NOTES BIOSWALE SEED MIX 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. (MODIFIED BRIARGREEN, INC. HYDROSEEDING GUIDE NETLANDS SEED MIX) 2. STANDARD PLANS AND SPECIFICATIONS SHALL BE "WASHHNGTON STATE X WEIGHT % PURITY % GERMINATION DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS AND STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION° TALL OR MEADOW FESCUE 68 98 90 AND CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF STANDARD CONSTRUCTION SE NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG MATH A COPY OF THE APPROVED DEVELOPMENT PLANS. ME 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE AL WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, R LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR THI SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). IN 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE P NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR WE DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL ARIAS AND SHALL FOLLOW PROCEDURES CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRVFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WALL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE UABLE FOR IN" ES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. GRADING NOTES 1. THE CONTRACTOR SHALL GRADE THE SITE TO THE GRADES SHOWN PER THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS RE ABLE FOR FOLLOWING THE REQUIREMENTS OF THESE DOCUMENTS REGARDING ALL PAVING SECTIONS, CONSTRUCTION METHODS, AND OTHER SOIL RELATED REQUIREMEN IS. 2. THE CONTRACTOR SHALL SUBMIT FILL SOURCE, SPECIFICATION, AND A HAUL ROUTE PLAN TO THE CITY OF AUBURN FOR REVIEW AMD APPROVAL PRIOR TO PROCEEDING WITH ON -SITE WORK. 3. FINISHED GRADES SHOWN ON SHEET C3. REQUIREMENTS FOR EXPOSED SOIL STABILIZATION DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE, AS REQUIRED BY THE BUILDING OFFICIAL: 1, FROM APRIL 1 TO OCTOBER 31 ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABHJZED WTHIN 10 DAYS. 2. FROM NOVEMBER 1 TO MARCH 31 ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMINENT OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. STABIUZATION SHALL CONSIST OF MULCHING OR HYDROSEEDING IF SHOWN ON THE PLANS. MULCHING SHALL BE HAY OR STRAW APPLIED AT A RATE OF 100 BALES PER ACRE (APPROX. 2" THICKNESS). APPLY MIXTURE BELOW TO PREPARED SEEDBED AT A RATE OF 120 LB/ACRE: URBAN ATION PRCT'QRVM BY X GERMINATION KENTUCKY BLUEGRASS 30% 85 80 (ADELPHI. BARON OR FYLKING) CREEPING RED FESCUE 40% 98 90 (PENNLAWN PERENNIAL RYE 30r 95 90 (DERBY OR PENNANT AL! RE[ PRE CONSTRUCTION SEQUENCE 1. ATTEND PRECONSTRUCTION MEETING WITH THE CITY OF AUBURN. 2. CLEARING AND GRADS LIMITS ESTABLISHED PER FILL & (MADE PLAN BY POE ENGINEERING, INC. SEE GRA-0011-99, OBTAIN PLANS 0 CITY OF AUBURN. 3. CONTRACTOR SHALL VERIFY THAT ALL DITCHES AND SWALES AS SHOWN BY THE GRADING PLANS ARE INSTALLED TO DIRECT ALL SURFACE WATER TO THE DETENTION VAULT AS CLEARING AMID GRADING PROGRESSES. NO UNCONTROLLED SURFACE WATER SHALL IE ALLOWED TO LEAVE THE SITE AT ANY TIME DURING THE GRADING OPERATIONS. 4. WORK WITHIN R/W SHALL DE LIMITED TO 45 CONSECUTIVE DAYS. CONTRACTOR SHALL COORDINATE WITH CITY OF AUBURN REGARDING TIMING. 5. GRADING & BUILDING CONSTRUCTION MAY BEGIN. CONTRACTOR SHALL. WATER THE SITE AS NECESSARY TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY DURING DRY PERIODS. 6. CONSTRUCT UTILITIES & PERMANENT STORM CONVEYANCE FACILTIES PER PLANS. 7. COMPLY WITH THE GRADING, DRAINAGE & E CONTROL NOTES IN THE CONTINUOUS OPERATION AND MAINTENANCE OF THESE FACILITIES. SEE GRA-0011-99. 8. PAVE SITE, CLEAN ENTIRE STD! SYSTEM, SWEEP STREETS AS DIRECTED BY THE CITY OF AUBURN INSPECTOR. 9. REMOVE EROSION & SEDIMENTATION CONTROL MEASURES UPON FIND. SITE STABILIZATION & APPROVAL FROM CITY OFFICIAL. 10. ENSURE THE SITE IS HYDROSEEDED/STI�UZED UNTIL FUTURE CONSTRUCTION. APPROXIMATE FILL/CUT TYPE All FOR FILL IF FILL MATERIAL TO BE CLEAN, WELL GRADED COMPACTIBLE MATERIAL (CLASS B MINMU M) WITHOUT WASTE AS DEFINED RI WAC 173-304-100 SPECIFICATIONS FOR LING ALL AREAS TO BE GRADED SHALL BE CLEARED OF VEGETATION, BRUSH, AND ANY OBVIOUS EXISTING DEBRIS, AND STRIPPED OF ANY TOPSOIL. AND UNDERLYING SOILS THAT ARE SOFT, LOOSE AND/OR CONTAIN SIGNIFICANT AMOUNTS OF ROOT AND OTHER ORGANIC MATTER. A 6° DEPTH OF STRIPPING IS EXPECTED, MORE OR LESS; HOWEVER, STRIPPING SHALL TAKE PLACE TO WHATEVER DEPTH IS NECESSARY TO REMOVE ORGANIC MATTER AND SOFT/UNSTABLE MATERIALS FROM BENEATH AREAS TO BE FILLED AND/OR PAVED. STRIPPING SHOULD EXPOSE MEDIUM DENSE, STIFF, OR MORE COMPETENT, NON -ORGANIC EXISTING SOILS. UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTIUTIES WHETHER SHOIMN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEIING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLD ALL. PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. fTSrX� 4�tA/R�fJi�f/DI��YWT,4 Of IZ3'11 NT &41'7rAi ASIDE/CREEPING BENTGRASS 10 98 85 ,40OSAS PWUShWS ADO�W/}F��O� X�>Tw/�AILa /u� �s/yn /fpr/.,/Ir`/�C 10 90 80 !YELP 6a0 V.! / 0417 KV CLOVER 6 98 90 TRflx/W H)�fGY�I►! 6 92 85 A+L�W)IS RIBA S MIX IS RECOMMENDED FOR BIOSWALES AND OTHER INTERMITTENLY WET AREAS. S00 SHALL GENERALLY NOT BE USED FOR BIOSWALES BECAUSE THE SEED MIX IS APPROPRIATE FOR THIS APPLICATION. SOD CAN IE USED FOR UNNG DITCHES TO EROSION, BUT WILL PROVIDE LITTLE WATER QUALITY BENEFIT DURING THE T SEASON. F.F. = 70.00 VARIES PER C1 67.00 (VACS) 3. "4 � III RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION CONFIRMED BY CITY DATE: Yi 51�" 1h A * 2" A.C. PAVING - 6° MAIN. SLOPEDIN I-III-� o o �,� � °.a �,• .+.p.a: .o .o z ;�. a..: o: 'o . o ,. CONC. CURB -0.' `• o. • co O.0 O �' 0 _D . ° 0 0 0 ° ° o ° ° ° 0 o " 4 MIN. DIAMETER PERFORATED PIPE .O 0 - a . a 'o o �.. o. • ' .. m. ° 80 0 ° .0 ° ° 0 I NOTE: CONSULT SOILS WRAPPED IN �1_1 I I_�I 1_1 I I _�� _I _° _ I 11NI-_1 I I_���� I� EN( NEER STING LAB FOR PAVING DRAINAGE FABRIC --�-�-� -' '-'''- RECOMMENDATIONS - * 4"-his" MINUS COMPACTED SUB -BASE HEAVY TRAFFIC/ TRUCK AREAS (IF ANY) � - 2" MIN. CRUSHED ROCK PER SOILS REPORT/ BASED ON SITE SPECIFIC 2" MIN./ 12" MIN. TESTING LAB CONDITIONS. 4" MAX. LEGEND SURFACE SEAL; NATIVE SOIL OR OTHER LOW PERMEABIUTY MATERIAL CURB & PAVING SECTION FINE AGGREGATE FOR PORTLAND CEMENT CONCRETE; SECTION 9-03.1 (2) OF THE WSDOT SPECIFICATIONS. C4 N.T.S. :. ••.. t�:. e . DRAIN PIPE; PERFORATED OR SLOTTED RIND PVC PIPE LAID WITH PERFORATIONS OR SLOTS FACING DOWN; TIGHT JOINTED; WITH A POSITIVE GRADIENT. DO NOT USE O FLEXIBLE CORRUGATED PLASTIC PIPE. DO NOT TIE BUILDS DOWNSPOUT DRAINS INTO FOOTING LINES. WRAP WITH MIRAFI 140 FILTER FABRIC OR EQUIVALENT. FOOTING SUBDRAIN DETAIL 2 C4 N.T.S. 2' 2' 3' TW = 63.0C D t ROCKERY WALL 2' 56.07 THE BIOFILTER AREA SHALL BE COVERED PER BIOSWALE - SEED MIX CALLOUT ON SHEET C4 USING GRASS 0.25' DEPTH SPECIES THAT ARE WATER TOLERANT OR WETLAND- ( 64% 2YR STORM) TYPE PLANTINGS. THE REMAINDER OF THE SWALE SIDE SLOPES SHALL BE SODDED PER LANDSCAPE PLAN, SHEET LI, B10-SWALE SECTION m N.T.S. BLD 00-0132 GRA 0011-99 SEP 0011-99 55.3 t PROJECT REF: FAC: 00-0024 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS c0w\ APPROVED BY: DATE APPROVED: 59.20 t 6' R.O.W. DEDICATION r,' ..► 2 - D.S. FASTNER --- PER CONTRACTOR TYPICAL 4" PVC DOWNSPOUT I- 6" MIN - CONTRACTOR SHALL EITHER PROVIDE DIRECT TIGHTUNE TO ROOF DRAW CONNECTION OR PRO1IIDE SLEEVE AS SHOWN WHICH ALLOWS FOR SETTLEMENT. CONTRACTOR SHALL COORDINATE W/ OWNER REGARDING CONNECTION TYPE. DOWNSPOUT N.T.S. BUILDING 1.5 LF 6" PVC 6" ELBOW AS REQ'D `- 6" PVC DRAIN PER PLAN, 45' MAX BEND IN 5 LF, PROVIDE CLEAN -OUTS ENDS OF COLLECTOR PIPE RUNS ROOF DRAIN DETAIL .._.................................................... ................_ ::..`. . .... ..... ......... .............................. C8 TYPE I :........ :.........: _ ... ....... .:.. PRO POSED GRADE 58 95 EX. CB TYPE N_45'.. UTILITY CRO E W :... _ . .. .... _ S 2 _ RIM 5 .20± 1 SDI' IE 53.30 . ..... ...... EX. GRADE ......... IE := 53.�0 . 8 . SS TOP. - 60 ._................................................................................................_...........................:................... .......... ....................: .............. ..................... :............:.........:...........:.........:.. ....... .. E.X: 12' STORM..... :: :: ...::. .... ......... . PIPE ...... .. .... .. UTILITY CROSSING - I . { 8" � TOP: 58.50 . 57.._......................:................I.........:.......:................................ :.:.:..:..:. .................................................I ................. 13" PVC ..... 1...:..... " .................... :STORM.. .57 IL : :12 P1� STORM ... . E;�.: oB TYPE I. { PIPE :::. PIPE . ....... RIM 55.00.... .. : I. . . . . .. . ...... (L .. EX.- 12" STORM.--, ... . ...... �. r.... I ..PIPE... ......... � \ 54._......................................................... ..................... 54 I�.._.... ........ .... II I.C........... IC:::::: ::::_::: I.I u :......... j // ........ ......... ........ ...:::I{ =.. _ _ -.- I:I:; :. / % ...:........ 3301,�T ...... TA 1+ 28 I I : EX' . S" PVC ::: ........ - V .::::..... -� .SSisl: 2 (4D7-34) I I : @ 0.% �, .... 24' FRAME . II� 51:..........................:................h.L.......:.....................,..............................:.._�._.`.,, . j,/..................:................................................'............................................................kiH.:/.................................... / BQLF 8" PVC .. ..............& CVER PER C.O.A.' STD:. . _ ... = - _ SDR-35 0 1.33% DETAIL : SSFC-:1 RIM' - 59.95t _ - -: STA. 9+81.72, :30.92' : LT : E (6A IN) - 53.65 .........:. SSI -3 ..... IE 8 OUT � 52.95 .. . 1 (4fl7 : 3) :.. .... .... ........ . 48:........................:............................................:..:...........4ft MH.. I...24r.. FfiAMAE........_.......................:..........................:...................................................................................................... '...................................................48 FX-: SSMH .#L07-18 : . . & COVER PER C.O:A. STD.: . RIM.. 5.... ....:. DETAIL SSFC-1: .. ........ ....:...... ........ .......... ........ .... IE = 49.10 :::::::: :::: RIMA = : 57 95t ...... _ .. IE (8" ION) - 50.53 ....... . .. .... .. .. . :..:..:.:.:..:.....................................................:...._......................................:.................. ..... .. ...... . . . T) 50 45 ►• �. �.. s.......... ................................ .......................... ........ ........ .................................. ......... s.................45 45 9+00 10+00 11+00 12+00 4 SEWER MAIN PROFILE C4 SCALE: 1 =30' HORZ. 1"=3' VERT. REV. DATE BY DESCRIPTION 1 07/17/00 G.MO CITY OF AUBURN REVIEW COMMENTS 2 08/03/00 G.MO CITY OF AUBURN REVIEW COMMENTS 8 W W 6 w •� P= W 00 r CN Z V) �v rn Z x w J w LL_ Z �7•� cr w _ U v) 00 Jd'mtM r CN Z m 'Q H W _ z cn C.� _ w r` cv Q E-- w d 46 C) Z DESIGN BY D.E.B. JOB NO. 99-002 SHEET NO. C4 Q¢D�' ooDli64 7 2' 1 12W 61.71 100YR W.S. ELEVATION ------� \EL 63.00 - IE=60.50 52' X 20' (CLEAR) 12" RISER AND MULTIPLE ORIFICE CONTROL g" " 19' ° PER DETAIL 3/C5 (TYP) EL 55.50 6' SEDIMENT 12 INLET =1 I STORAGE IE = 58.81 12" INLET =I I -------_._. ---------- ------------------- ._---------- PERMANANT • d ° ° A 12" 0 OUTLET III -III -I I i-I -I o IE=-%.00 SUBGRADE PREPORATION _I PER SOILS REPORT VAULT TO BE DESIGNED � I° TO SUPPORT HS-20 , VAULT SECTION TRAFFIC LOADING C5 N.T.S. (LOOKING NORTH) -� I I=1 11= 5'X5' SUMP 100YR WS EL 61.70 25YR INS EL 1 %"0 ORIFICE 61.08 -\-V- EL. - 61.50 10YR WITS EL v 60.50 y ELEV. = 60.20, CNTR 1-3"0 & 16 2YR WS EL 1-1Y4'0 PER 59.64 DTL 4/C5 4" MIN CLEARANCE WATER TIGHT - CONNECTION cc� O 0 TOP OF RISER PIPE 12' CAP, RUBBER GASKET ELEV. = 60.90 %6*0 ORIFICE IE `- 3"XO.90 CAGE STAINLESS STEEL SUPPORT BRACKET W/ TURNBUCKLE ANCHORED TO CONCRETE WALL (MAX 2' SPACING). MIN ONE SUPPORT. --- A.C. OR PVC MANHOLE ADAPTOR 'Q' PER TABLE BELOW 56.00 12' OUTLET 0 0.0% 12X12X12 PVC TEE, RUBBER Ll 1-i GASKET JOINTS 6" MIN (REMOVABLE) PLEASE RATES DESIGN STORM Q (CFS) ACTUAL Vi 2 YR 0.15 0.14 EL. 54.00 10 YR 0.63 0.49 12" RUBBER 25 YR 0.83 0.75 GASKET PLUG 100 YR 1.05 0.97 W/ 1 W ORIFICE MULTIPLE ORIFICE CONTROL STRUCTURE 3'0- -1Y4'0 ORIFICE ORIFICE PLAN VIEW 4 RISER DETAIL C5 N.T.S. DETENTION VAULT NOTES: 1. THE DETENTM VAULT CONSTRUCTION WILL REQUIRE SPECIAL INSPECTION, AS DE BY TIC CITY OF AUBURN BUILDING DIVISION. 2. THE DETENTION VAULT IMLL BE CLEARED AND INSPECTED AFTER USE AS TEMPORARY DETENTION, PRIOR TO CONNECTION FOR THE FINAL DETEN11ON FACILITY. 3. ACCESS RISERS ARE TO HAVE FRAMES, GATES AND ROUND SOLID COVERS MARKED *DRAIN' WITH LOOKING BOLTS. 4. THE DETENTION VAULT IS TO HAVE 24" MINIMUM ACCESS AND LIGHTING FOR EASIER MAINTENANCE. 5. THE CONTRACTOR IS TO CONTACT POE ENGINEERING, INC. PRIOR TO CONSTRUCTION OF OF THE VAULT TO COORDINATE T14E CONVERSION OF THE TEMPORARY PLANS WITH THE FINAL STORM DRAINAGE PLANS. 12"0 PVC INLET d FROM VAULT 0 O.OX " I 8" RISER, DRILLED ORIFICE HOLE PER ELEV AND DETAIL TEMP 12'_ INLET IE = 58.81 24"0 ACCESS LID 2' MIN 12"0 PVC OUTLET p TO PUBL� SD k . SYSTEM d A.C. OR PVC 8"0 PVC OUTLET MANHOLE ADAPTOR TO BIOSWALE (TYP.) 12"0 PVC OUTLET TO PUBLIC SD SYSTEM C8 5 PLAN VIEW 'E -57-56 1 "-2! 12"0 PVC INLET ' FROM VAULT 0 0.00% IE=-66..99 Ste•M STANDARD GALVANIZED STEEL LADDER/STEPS 0 12' O/C BOTTOM ELEV = 52.00 • 12W 24"0 ACCESS RISER BLOCK -OUT (4) PLACES a 64.04 a 63.00 •d e 1' SPACING (TYP) 61.71 C7 100YR W.S. ELEVATION INSIDE DEMENSION 20'W X 521 CLEAR 12" RISER PER DETAIL 3/C5 fLADDER RUNG NON -SLIP SURFACE NOTE: PROVIDE LADDER BOTTOM OF RUNGS PER CITY STDS 8" INSIDE VAULT 6" SEDIMENT ON VAULT WALL 0 STORAGE EACH ACCESS LID TYP ELEV. = 55.50 - - - °• LOCATION d e • p e d a � 1200 OUTLET VAULT TO BE DESIGNED IE = 56.00 TO SUPPORT HS-20 TRAFFIC LOADING ; FRAME AND LADDER - OR STEPS, OFFSET, SEE PLAN VIEW ABOVE WATER TIGHT CONNECTION CB #5, TYPE II-48" FLOW SPLITTER 1"-2' RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION CONFIRMED BY CITY DATE: 2 VAULT SECTION C5 N.T.S. LOOKING EAST TYPE II 48"0 WITH SOLID LOCKING LID RIM-.-60..ee (•,o. 95 OFFSET TOP SLAB 8" CAP W/ RISER GASKET 8X8X8 PVC TEE, RUBBER GASKET JOINTS L____(REMOVABLE) �- 8"0 PVC OUTLET TO BIOSWALE Q = 0.24 CFS IE _ *..eO S(&• 14 ORIFICE ELEV = 54.00 8' RUBBER GASKET PLUG W/ 2W ORIFICE THIS DETAIL IS A SCHEMATIC DRAWING. SEE THE PLAN VIEW TO THE LEFT AND SHEET Cl FOR PROPER PIPE CONFIGURATIONS OR CONTACT THE DESIGN ENGINEER. BLD XXXX-00 GRA 0011-99 SEP 0011-99 PROJECT REF: FAC 00-0024 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS APPROVED BY: DATE APPROVED:���'` 5'X5' SUMP REV. DATE BY DESCRIPTION 1 1 07/17/00 G.MO CITY OF AUBURN REVIEW COMMENTS bb 9 C7 N K7 00 Z C7 •/"� w w o C00 Z rn X J W © u- w = a i W od 00 cr- Jw C04 F- W x z m W J Q W Z z M C.D _ w J CV F- W 0 vamilld C5 40� 000l��7