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HomeMy WebLinkAbout02D1708 r 1e 1 Z I __ '` , v \\ ` ' i I O , i , �2, \\, s` I • -- ` --~ SECTION 6, TOWNSHIP 21 N,, RANGE 5 E. o ;� `; z t7 C9 E\ \\ g Z Q7 J { { ) 11 11 i I lI m /� c w�u ► W m - s ' x>Q 45 { QIi { ! EX MFII#409-04 1 �h �� Z 2 W > i .-x- -x- ._x�. x -x -x- x'-- -.sx - - x -x- x -x - x �{} RIM .7 -x- 4' x & TEL - \'4 . .:9 INVE1RT 43.08 ■ -! �� w = Q U w a PWF & TEL i I ` p Q U O 0 o -- r -- c --- c - - �, c --- c _ '`�'' U, I 11 i u (,, I DATUM HATTON { W \\ d�w1- r { m x { { I j. -,�-.-__ fn N.4=0 r 1 J g/� {gyp_-_-,�/ { _.- 0. �3 U A E I \\ 8c 0; / 1 6I "0 '('®I'` �� adss- < _ r mil.- UJ�• I { r- „ 6. 1 i I IiirPANTIER -spa ` • i _ N D. _ �_ -- /- _ � I : . I CITYOF AUBURN 3 0 15 0 3 0 6 0 F T --- ��__� 0 2 I _ \ , I I BM#29-E r - ti - �, / $ , _ ________� i I 3R0 WAY SCALE 1 30 - L RR SPIKE IN POWER POLE, v " IJ / I POLE EAST OF WA •. - _ �++ i EXISTING GRAY ! x _ __ _ I T I ' J -I---IW i I I 1 ' Il I NORTH OF HITCO BLDG. _ .� ct- LT L_ _ 24193 (j __ 0 TO BE REMOVED AF R ; I I ( I ` , j. ELEV=52.98(MSL) - LAN,�FG1 STERF- \�' -" I -- - , iI�, , A NGVD29 VER'T = SS/ONAL ENG\ _CONSTRUCT I[K1� I = ,� - • 1 1 N 1 rl O�\ 1 {\ --�-- - j----` / s, Tutr�.>•n cu5km�'rt i rv<. . c icwers r�sraaEa cusr n '- ' ' I e ® a ., { o- [T}� �_- - EX STORMWATER EASEME T ; i' I -= . _- 1. ® ` EX FIRE HYDRANT i EX MH#409 06 _ EXPIRES 11-27-03 `` ...._i�.-''f , I. --- ;' I ; EX I S,TI NG PROPERTY LINE : RIM 50.88 w ` / N. / INVERT 43.53 Q . ----- s I S _ - -_ • I- z 3 -_._ ____•_ , ' M �.a, '�+, J - - - LIMIT OF SIDEWALK a W is 44 - x � ► ,, - -- - _ .s9 r. 45 .. o ,' ` R�? I aI gi REMOVAL AND REPL ACEM�ENT . `, �, SITE CO - I 'i; _ _ - ;� - . _ai , i ► a 30TH ST. N.E. I l. 4 i� i,000 ,� ! / A ., ,� I l" tp a cA _ i ui oNiiiiii -WM - i - / t °- w 20+14.02. f 90L T TO o o - euBuc wA, - f, i I rill-- I ;/� / _ --- 20+14.02. 290L T M p I ,; �, / REMOVE EX1 STI NG I _.Jr. \ - . SEMENT#90 1 1.+ 1 1 CI111=11/11I -� .....--_�i _ <. : • . } / s. 11 - •. - - ___1 - / '" �' OR�VEWAY AND z W Ni M i -r-4 � . .: / / 1 ;&';ort'23' '92.2'' _ram I REPLACE WITH z 28TH ST. N.E. o .ct I i I 1 , 1, / L-- r' 7 - i 4 ,- ` 8'EX SIDEWALK M ` \ NEW ENTRANCE I I (. . AIRPORT CO f ,�, AND SIDEWALK m �' ,, * (4)`•ACES I, Tilt-SALE. ;,, ,, > i �/ • >'f r� / i7/ 11 w E /� f /� I i I I -- 41110r, f• fifj/riki/ Ad E/-. /�/ W I i 26TH ST. N.E. 26TH ST. N.E. O i1 * I. 7 „ r --r / // ir A Aie° ////7; 2," / ' 4 //// / ,...te . , . F 1 I I ( I / t Y /////// // / / /! ,, a }\ o 3 Z / a.! J \ LIMIT OF SIDEWALK m o / I • CO cn a n I I o 16TH ST. Z o { p.; REMOVAL AND REPLACEMENT ra ° i lilt - lE m la 1 _.q O (8)s•ACES TDOO''SA \ z wE c I , �: } IF EXISTING STREET TREES CANREMAIN w w GI rn o �. ( I_ 116 ,. - " o = W BE REMOVED. REFER TO LANDSCAPE 15 TH ST. I I I f y �� PLAN. COORDINATE WITH CITY OF c V z F- a-- �, �' I w15TH ST. v) ce i. N �� W it '.l AUBURN PARKS DEPT. IF IN PLANTER {{ _• 16' 22' 16' t 1G 1»oaw�I 5`i I I Q i' ------c M O I. 4 �/ 01111=1 i -E- -�,• 1,16: m i CO Q I M I iNr ce! c • ,,ji{ Z m rn 132.21' Iliii 1 i VICINITY MAP _ o I I I ,� _ o I f +���1 , __ - -- \ ;. . /+ N. T.S. M _ i. /f/h7 i I \ { o .. \ JR - ' I ---i LOT f al ® � TO OBTAINING A PERMIT THE EARTHWORK SUBCONTRACTOR H w 1 I , o ! 1 I ° I SHALL SUBMIT DETAILED INFORMATION REGARDING THE HAUL ROUTE • o I ►, �, ., Pr 'DSED 16.9T5 SF BLDG. Q �' • o \ AND INFORMATION ON THE SOURCE OF MATERIAL. ~ I 2 I u , ; i�=� MAX SLOG HEIGHT 5 FT `� 11 I' I i /��' I i t i ,-�t u, '' . � I 1 I ‘-.-: 0. ` o ! '� ! I"� L�I I 24` 22' I i w 11111 . gib / 1 # I -I J *I N NI 1 / 1 11' a., EX 1 T ONLY S I GNAGE N N p i �' A W r SHEET INDEXOOOI I I . :: #__.r --- -- - `. =- f: AND MARK I NGS 6. o 0 , 1 •0 i o l. : C : ` 1. COVER SHEET/SITE PLAN Q I ICI { ' ,/\ , 2. EROSION CONTROL i / / i a.,' o f i. z 3. GRADING & DRAINAGE i i °. °= - '' Div i NOTE TABLE 4- POND DETAILS & GENERAL NOTES , to rn I I ( 5' ATER '/ #1 {_ •� -� : ! w 1• ti �• 1 Y ``' I ti ., 5. SITE CROSS SECTIONS Z 2 2 to ` a ° a �;o GENERAL NOTES-SHEET 4 O I - L I I I 6. WATER LINE 1 v u i I 1 / 11141 }- '_ - i ` /® ', , ` f ' / / / / _ i 8. UTILITY SERVICE PLAN & WATER LINE 2 °� 2+1r i � � � � � EXISTING 6 SIDEWALK IZI 117.13'f/ f gl RTY CONSTRUCTION SEQUENCE ' rf • �/ f /�, f / /i ! SE PROPS �f f /� S. �. / �' I . _ { CORNER=20+00 I s, I I 1 (72)SPACES 01 TDOOR S S . I 1. SUBMIT A HAUL ROUTE TO THE CITY OF AUBURN FOR /-- EX MH#409-10 I. I c __ -__ .____ _- c;Al" : / RIM 51.13 EARTHWORK ACTIVITIES. lIR s�X _ -� x ,; �. � ��� 1!'_ x.. . �_-�; 1 ___ 18 x -#--�`�---- ---� 9 00 •x---�-r-- - - �0 INVERT42.83 - 16+00 7+00 N89o06'DO"E 486.00' +00 + 15+00 SW PROPERTY 2. ATTEND PRE CONSTRUCTION MEETING WITH CITY -, (.: i 1 / ENGINEER/SURVEYOR V CORNER= 15+13.92 4. 3. ESTABLISH CLEARING AND GRADING LIMITS. CODE NOTES '' I 1 HATTONGODATPANTIER HEAVY PAVING AREA �j ' LEGEND 1840 BARNES BOULEVARD S.W. 4. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE AND V / , PARCEL# 00400003901 TUMWATER, WA. 98512 FILTER FABRIC FENCE. Lk Illi IL FIRE HYDRANT PH#360-943-1599 ❑W WATER METER ZONING- ----SITE C3 CONTACT: DAVID SPILLER 5. DIONS RUC PIPE.TRUCT TEMPORARY SEDIMENT POND AND 15" QCZI r%1 LIGHT PAVING AREA NORTH C3 WATER VALVE SOUTH C3 EARTH QUANITIES Iy EAST C3 ARCHITECT 6. GRUBBING GRADING MAY BEGIN. LEGALDESCRIPTION OS SANITARY SEWER MANHOLE FILL....2100CY ANDERSON& BOONE ARCHITECTS,AIA 7. CONSTRUCT CONVEYANCE FACILITIES. NIIIIMPORT.- 1000CY 525 COLUMBIA ST NW, SUITE 201 \ WEST M1 CUT 11000Y THAT PORTION OF THE HARVEY H.JONES DONATION CLAIM NO.391N O SANITARY SEWER CLEAN OUT CONSTRUCTION- 2 OLYMPIA, WA 98501 8. PROTECT ALL CATCH BASINS PER STANDARD DETAIL DEV-7 SECTION 6, TOWNSHIP 21 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, CO PH#360-754-7766 AS CONSTRUCTION PROGRESSES. Lk ONLY. IN KING COUNTY WASHINGTON DESCRIBED AS FOLLOWS: 11 CATCH BASIN BUILDING AREA NOTE: EARTH QUANI 18,083 SF PERMITTING PURPOSESES ONLY.E FOR CONTACT: DENNIS BOONE 9. PAVE SITE, CLEAN ENTIRE STORM SYSTEM. BEGINNING AT A POINT ON THE WEST MARGINAL LINE OF PRIMARY STATE ) POLE ANCHOR GROUND WATER--5 TO 7 FEET BELOW EXISTING GRADES HIGHWAY NO.5(EAST VALLEYHIGHWAY) 1452.05 FEET SOUTH OF THE NORTH PER SOILS REPORT PREPARED BY OWNER/REPRESENTATIVE 10. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL LIINE OF THE SOUTH ONE-HALF OF SAID HARVEY H.JONES DONATION CLAIM, -0GP GUY POLE GEO ENGINEERS BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL SAID POINT MARKED BYA CONCRETE MONUMENT,' FROM CITY. THENCE SOUTH 89 0845 -0- POWER POLE CDP GROUP WEST 497.38 FEET, P PARKING CALCULATIONS P.O. BOX 11640 THENCE SOUTH 00°55'30"EAST 601.80 FEET TO A POINT 230.00 FEET NORTH rx1 GAS VALVE OLYMPIA, WA. 98508 11. INSTALL PERMANENT POND OUTLET STRUCTURE. REMOVE OF THE SOUTH LINE OF THE SAID HARVEY H.JONES DONATION CLAIM; G DESCRIPTION AREA REQ. SPACES SEDIMENT POND CONTROL. ift%loolaball°41‘44 WI THENCE NORTH 89°06'00"EAST 505.68 FEET TO THE WEST LINE OF THE AFORESAID PH#360-866-1928 PRIMARY STATE HIGHWAY NO.5; ❑T TELEPHONE PEDESTAL OUTDOOR SALES AREA 86,904 17 CONTACT:ANDY DURELS THENCE NORTHERLY ON SAID LINE TO THE POINT OF BEGINNING; ❑J JUNCTION BOX (1 PER 5000 SF) SHOWROOM&SERVICE 14,318 14 Milli EXCEPT THE NORTH 301.22 FEET THEREOF. SIGN AREA(1 PER 1000 SF) OFFICE AREA 3,765 15Nab ALSO EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON FOR OP PARKING METER (1 PER 250 SF) ` PRIMARY STATE HIGHWAY NO.5 BY DEED RECORDED UNDER RECORDING NUMBER 5806520; TOTAL 46 SPACES NOTE. EXISTING UTILITY LOCATIONS SHOWN ARE FROM VARIOUS RECORD DRAWING CERTIFICATION PROJECT REF: FAC 01-0042 s/S/oz/ �y x x FENCE RECORDS. CONTRACTOR TO FIELD VERIFY ALL UTILITIES ALSO EXCEPT ANY PORTION THEREOF LYING WITHIN THE AUBURN WAY NORTH RIGHT-OF-WAY; PRIOR TO CONSTRUCTION. "CALL BEFORE YOU DIG" THESE DRAWINGS CONFORM TO THE THESE PLANS ARE 'APPROVED"FOR v MAPLE TREE(6"DIM. TYPICAL) SITE ADDRESS 1-800-424-5555. CONTRACTOR'S CONSTRUCTION RECORDS, CONFORMANCE WITH THE CITY OFAUBURN ALSO EXCEPT THAT PORTION LYING EASTERLY OF THE FOLLOWING DESCRIBED LINE: THIS DRAWING DOES NOT REPRESENT A RECORD ENGINEERING DIVISIONS REQUIREMENTS BEGINNING AT A POINT ON THE NORTH LINE OF THE ABOVE DESCRIBED PARCEL A fro FOUND STREET MONUMENT AS NOTED 3025 AUBURN WAY NORTH DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT \ DISTANCE OF 491.60 FEET NORTH 89°08'45"EAST OF THE NORTHWEST CORNER THEREOF; PANTIER. BY. DATE /D /R O2-• \I J ® FOUND AS NOTED AUBURN, WA. • �� THENCE SOUTH DO°NORTH EAST THE472TERMINUS FEET TO THE WESTERLY RIGHT-OF-WAY--WAY LINE ANY ALTERATIONS TO THE DESIGN SHOWN HEREON APPROVED BY: �10WWIN ,, AGENCY NO. FAC 01-0042 OF AUBURN WAY AND OF THIS DESCRIBED LINE. SPOT ELEVATION MUST BE REVIEWED AND APPROVED BY HATTON TITLE/POSITION p i �96. GODAT PANTIER. SHEET: I OF 8 (01-000) STREET LIGHT CONFIRMED BY CITY: DATE DATE APPROVED •�/li► z. INDEX: 01-102-1.dgn -0- II JOB: 01-102 ...\dgn\01-000\01-102101-102-1.den Feb.25,2002 10:03:53 PRINTER750.PLT ( Q LI 0 cf 0 aO 17o' SECTION 6, TOWNSHIP 21, RANGE 5 0 p ce) z r-- _ 0 , x53.80 6® /if �: „ W 1 X { ,_---_ 54 ___ -__----=_- __ __—- �. ' 1( ' 30' EXISTING R/W I \ ..,. II �' { -_ �, x5 •. 95' ' }` j - 14 _ 51,21 X5o. 7 • Xa 5 I 36' PROPNSED R/W_ I, i �/ \� ztr, Q W Q 1 1 *5'%- A dd H A T T O N } } A� .R-"cuero .�. c u u ". .c .. - �. 1 a aamuew ^usro \ '� J r/ - i n �.1 G es a A T ,, ` \\ ! -/ j, 1 _> — — 9. , , SIDEW \® H#40906rI1J RI 50.93 - 5 } gp ( ( 19X X INVERT 43.53 _ ® -- _e — - -- - - — _ )C '*"'E `� i 1 ��•�.! �A•� • i�� n•9� ;—. //� ,w...ta r .. .. _ - _ _ _ _ _ _. _ _ _ � �� f 14.... I ��� 4.- � -��i�������. c- s 3.00 I Z FILTER FABRIC FENCE --x- _ .— - --� --—-- —] . 6 5 3. 13 D-~ 5 .a�-- —_ ______ _— fl--, ° I J 0 — _ - =_ 3 0 30 6 PER C 1 T Y STANDARD X i — ) "PIS i = ' o� _ l -- 52• - -�'• 1° SCALE: 1 = 30 =�r DETAIL DEV-6 — -- 1II { w -- �► � 4 - L= _ STING STORM AIN • a 1 I =_�o pF 24193�� �<v v .— * h7, ui I =IFS G 1 TER G.\ S S/ONAL EN — ° �YL -.,�. °'� PUBLIC WATER LINE 65 �' { �� D 1:� �izak. 74 _- r } E SEMENT#901109052 53• 4. __ _ ,.. _ ' • EX 51=OG - /'aJ { X lRES 11 0 1e A` -- ------ -----f-- -----fi — �• �x:1, �X? -27 3 ,' —r-7 �ra.96 s r1 S:9°01'23"W '2. 9 5 ' 5°' 9 R, °' { s 1 X X EROSION CONTROL SEEDING NOTES t X52. 9, x53e`33 3 ,� 62 ► .i ` S l!!1 •3• I ° 1. SEED MIXTURE SHALL BE THAT SPECIFIED FOR PONDS AND SWALES AND \ } .,'f �2Sfa�1c' .s1. ! , r7 '' "...' m ✓ I E ` ` ' 1 SHALL BE APPLIED AT THE RATE OF 120 POUNDS PER ACRE. I)i 5 .fN •Q� i { n5a.2. �° h�. i ! S� �� •'S5 �' �� ��� 0.01 • isivr,4\# !`„ r► �Z { ' I 2. SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL REQUIRE! •°'� " 1 �- 5; 3 I( { I 1 IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND to" 01 �, } w: X '60 41, I - •r X 52 / X Q' °$ _ 51 I PROTECT THE ROOT STRUCTURE. U nI I n5 �— ����- d� 0 2�r �, DO x 3• I Z 3. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, z } ° Ln x5a.34 LC) ����• r 4 $ X '0• r ,'.030 5 ,52 ! I ARMORING OF THE SEED BED WILL BE NECESSARY(E.G., GEOTEXTILES, c`l M x • ',r. X S2. 79 �, ® •,t4 i 0 ", 5 64 '-J X 5 t` X , 9.; _ ( JUTE MAT CLEAR PLASTIC COVERING). '{ o NEW STORM BASINS SHALL �A 1 :.',. Lo 52I h h r 5XR. ` �: Q 54 � 5 .3. , J BE PROTECTECTED PERto �, h h !�: iii 54. �� 4. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES I a. N > 00 M CITY OF AUBURN STANDARD a h w. I SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, SWALES, LEVEL DETAIL DEV-7 (TYP.) "'-" 11,.0 X52.5 52,68 3 �x 54. '4 X 54. •' x :I51 ,4 Ew Xs2. ° ;{ h , , } SPREADERS AND SEDIMENT BASINS. cr' x E R� �D �` y 2. , 95 ► 1 I cs y52.83 A,6 A. • 3• Z� A• h 4 iof X52.3K . . l ; I— u_ t) m °. - X •9A 5A• , 9� % 54. o¢ $ 1 O _ !►i 5. THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, D Q I x 52 0, 022 X w -," 1�a...y, I FOLLOWING SURFACE ROUGHENING. PERFORM ALL CULTURAL OPERATIONS I a0 + '�j0 1 o w 01 z '` EXIST 1 NG STORM RAIN •� 2 1 ' ACROSS OR AT RIGHT ANGLES TO THE SLOPE. ® , h'L >� (0 TO REMOVED ' 2 { Zra 53 5? r ,2 521` ( [ j 1, X 6. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS ° ;d5 ' a x52. 75 et X53.44 OO ¢ w x152.6 4 0- o •• t I 1 X 5 �- zi. RECOMMENDATIONS. AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ( { x { ADJACENT TO WATER BODIES AND WETLANDS. '- Q' o I X c ;} I �awt 11.:1;.X h f X 52. 3 WWII" ,a a Z H F 1 lc .2.0176 c 4 Liz_ 0 + G 52.59 EX STORM DRA IN 53_ j' a c� _ c� rF a, `� A'• 1 X 52. i t' 3. =f? 1`,'� er r.re c e♦ '``"' �,Jc-L. :4 � �. 3� f. �i � � �[,i.! �/ � 111111100v o) M • �P X'Y 1 ,, s y LL Xr,6r Xs �a TO BE REMOVED �, a a' Q�1 I 12X1``, 15 Q W _, O '�' ? :1111` 0 _ o { 3`a 1 1 -- - - 52.a yy53. O. /15i h H 0 en ./� � �� 5 iJ�y 1. 59 x ; to • ,52. 79 � '� T p -:2° I 5A•A X;2 22 2. ?5 ;• I .-. W CO i I X *'r f0 • -i5CO A Ia • ., {I i , 5 X X'1- .�. �. ' - I ems;. ,'_,;... ... • 1 ut 53, v 95 - �,.*.• .9t*.• .r to .. DUST CONTROL NOTES ;a, 78 i� 1. �6, X s*p X52. 7 r T�'` �I •0 v .tom t ; .f`:or��� �t • • • •• +•ram*• { STABILIZED CONSTRUCT ION re) 1. CONTRACTOR SHALL MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH x { f a '_ 0* '* USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION ! ,� •%. A/TBA flF CS f• P F . m 52. 75.} O 1��2. 39 X52. A ., ., I ENTRANCE PER ITY OF AUBURN _ 5 4 m U,, STANDARD DETAIL DEV-5 PRACTICES SUCH AS SEEDING AND MULCHING, AND EROSION BLANKETS. o oI , { , , x57.33 Of cy W 1 1 S'�,� O.01 X52. 99 X 52, 1 � ► t•'-2a 2, DURING CONSTRUCTION AND DRY WEATHER, SPRINKLE THE SITE WITH WATER 4i' „ o 0 a.010 a * i 1 / yel, x,�,f l UNTIL Sr URFACE AREA IS WET REPEAT THE PROCESS AS NEEDED Dr URIWG Tr IE r f3 o �1, 77 .0 r ` k ° X SE PROPERTY DAY. C ° ''2 g4 39 �� { X 92 ;y. ' J 'q '� J 3. 53 X X 5 U X 52 0 •is CORNER=20+00 3. ALL TRUCK TRAFFIC MUST USE THE STABILIZED CONSTRUCTION ENTRANCE AS ' } X X 52 7 90 * Si ,10 i i DESIGNED AND SHOWN ON THE T.E S.C. PLANS TO PREVENT CARRYING MUD , 4fy ° / \\ `S' y o ,, ,v EX MH#409 10 INTO STREET. ° x RIM5113ZkZZ 5 ( , +� / INVERT 42.83 4. ALL OPEN BODIED TRUCKS TRANSPORTING FINE MATERIAL TO THE SITE MUST H U ti U xX_ �,Sr_. 6� \52 .t76 Est V OW VI — — •. 18+00 / 7 0 N894"--44101r84+005. 4$6.00` �- ,63 ��:�, .a'4.. f BE COVERED TO PREVENT DUST FROM BLOWING FROM THE TRUCKS. �{ � 15+00 , PROPERTY X 5 . r �,. 53,�.h' 5 :8 ul M �r 450.5t6 COJiIEI;`= 15+13.92 X52,0e X �( ( U U II / 5. DURING CONSTRUCTION ALL PROPERTIES IES AND ALL PUBLIC STREETS ADJACENT .1 i ;1'a4 4 TO PROJECT WHICH WILL BE USED BY CONSTRUCTION TRAFFIC SHALL BE KEPT ,i co CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON-SITE CONSTRUCTION. • 6. MINIMUM OF ONE WATER TRUCK SHALL BE AVAILABLE ON-SITE AT ALL TIMES EX STORM DRAIN FILTER FABRIC FENCE 5,1.26 DURING CONSTRUCTION. x60, s "•`6 TO BE REMOVED PER CITY OF AUBURN X D P...e STANDARD DETAIL DEV—B CONSTRUCT ION L I MI TS — GRADING AND EROSION CONTROL NOTES 1. WITHIN THE CITY OF AUBURN,ALL REQUIRED RETENTION OR DETENTION, iail SEDIMENTATION AND EROSION CONTROL FACILITIES Mt/sr BE CONSTRUCTED AND INipm I OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES TO INSURE THATSEDIMENT-LADEN WATER AND STO M DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL 14tzr! DRAINAGE WA VS I � JJa I� THE POND WILL BE CLEANED OF ANY ADDITIONAL r s s a rs .� rrr• v t USED) i i A 2. THE DETENTION, SEDIMENTATION(RETENTION Is-I FsL r RA r sON SYSTEM STEM IS USED)AND SILT / SEDIMENT AFTER THE SITE IS PAVED. EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE II MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONT I OL FACILITIES MAYBE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE 1 IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS f '011"-", 44,-) a SHALL BE THE RESPONSIBILITY OF THE PERMITTEE I NOTE: 3 THE DETENTION(RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL POND SHALL 11 REMAIN IN PLACE UNTIL THE PERMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL. II EXISTING BUILDINGS TO BE REMOVED • 4 THE TEMPORARY EROSION CONTROL FACILI?2Efi INCLUDING ALL PEPrA!ETER CONTROLS, I Yf cT IAiF GRADES 5?.84 I illi442451114-i Pli _ I SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL - E,...,.I...., .,.. ,DES xHAS BEEN RECEIVED FROM THE CITY. NEW ROUGH GRADES X52•t4 1Ikteil _ 5. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE POTENTIAL FOR EROSION AND i i EXISTIING CONTOURS --- --5s- SEDIMENTATIONIMPACTSONADJACENTPROPERTYANDDRAINAGEWAVSMUSTBESTABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: 11144114 NEW CONTOURS —53— - FROM APRIL 1 TO SEPTEMBER 30,AREAS AT FINAL Fl GRADEAND THOSE WHICH ARE FILTER FABRIC FENCING SCHEDULED TO REMAIN UNWORKED FOR MOVE THAN 30 DAYS, SHALL BE STABILISED WITHIN RECORD DRAWING CERTIFICATION PROJECT REF: FAC 01-0042 3/07, 4,111 gg 10 DAYS. I - ' i CONSTRUCTION BOUNDARY THESE DRAWINGS CONFORM TO THE THESE PLANS ARE 'APPROVED"FOR FROM ocroBER 1 TO MARCH 31, EARTHWORK AcT!VITIES SHALL BE CONDUCTED IN STAGES CONTRACTOR'S CONSTRUCTION RECORDS CONFORMANCE RMArsE WITH THE CITY OFAUBURN IN ORDER TO MINIMISE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN `� ENGINEERING DIVISIONS REQUIREMENTS 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS B DATEJOfil AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS APPROVED B) �---• 1 AGENCY No• F�4C Of;82 SHALL BE STABILIZED IMMEDIATELY TITLE/POSITION 771 SHEET: 2 OF1 (01-006 WORK WITHIN THE PUBLIC RIGHT OF-WAY SHALL BE LIMITED TO 15 WORKING DAYS. CONE R, ED BY cr DATE DATEAPPROVED 3)6/P INDOEX: 011022. ' \d9n\O1-qOO\O1-1O2\O1-1O2-2den Feb.25,_2002 10:05:25!OIOTER?50.PLT OzD )7043 N N ,4 1 i , SECTION 6, TOWNSHIP 21 N,, RANGE 5 E,, W,M, L = g b Q\�_ ��) CC ° " `z V_0 a. Z f mw1 , 0 tZ . V iA 4i .�i M I I •/ ►• o4c = Q u 1 I -� 1 a 18+43. 96, 299.34' LT - 87 LF 14" C905 PVC HATTON U h CC Q L_-=- 1 78 LF 12 DI STORM PIPE \ @ 0ALL .0030 FT/FT OODAT I @ 0. 0030 FT/FT PANTIER - 1 C!? I RIMINST 51.54PE I I r _ __ + I INVE T 49. 00 _ =_ INSTALL 11 I W 18+19. 99. 225.37' L T 1.349 COVER 19+06.41. 225.49 L T GRAVEL BERM 1 _ a -1 Y 4 ,, 30 15 0 30 60FT , f.,� U x INSTALL __- - + � -;. s INSTAL L PER DETAIL SHEET 4 I I 9 F 14 C905 `PVC CB-13. TYPE II 48 CB 5 T PE I1 8 86 LF 12" DI STORM PIPE �_ -,, o II 0.9030' FT/FT RIM 52. 15 RIM 53.00 0 0. 0030 FT/FT = === INVERT 48. 77 INVERT 49.03 SCALE: 1"= 30' _ � Z; z_ 1,. 7 DO ER! 2. 7 �C�VER �, 1, i, � i _� REVISE EXISTING II I ,= 1 �/ I : 1 '\ 1 60 '� i . I I _ o - 24193 Jul CONTROL STRUCTURE i Z .4., \ y3• F, • I -_�' `�_ W/ EMERGENCY OVERFLOW I X 1 , ' '\ ,,------- . -- ---;--- --'_ I _ .� o��sF� �G\� SEE DETAIL SHT-4 ! 1 ST � _ RIM 51. 00 _____ - INVERT 48.89 \ E,' '� S S,- '\ 1 - i _ _$y-- q I A• I j0 �� ✓ - �0 � '� or (EXPIRES 11-2 03 1 � �\ � \ t� I I - ��. % �.�./ ar. � a�.-... r..-,. ar. R Zj`.us,.,--` asr..,-a nr_�� �,.. cu agar. sr�n a,�x,ws'ranu+ custca,ea c ` ✓' G/� �o I ,a INSTALL l X ' r 0 - '4- .25 �_ - E MH#409-06S Q MWATER ' E T 1 tGRAVEL BERM \i\id ' \ ` ` / ' � 1 EX FIRE HYDRANTPER DETAIL SHEET 4 ',� '� �`• _- ''/'/� /' I Sc'�, 0.0100 + \ 2.A ,. RIM50.88 APPROXIMATELY 360 SQ FT r ��� a - ��/ � .P 0 2 \ 11 5 O -__ It INVERT 43.53 � �• 2yy 0.9- 019 ii _ - I AREA WILL DRAIN TD AUBURN WAY rn,� X x ,y y2• (az SF'. ES OUTDOOR SALES X- X � _x -- S ' r Ix-6 t '•` -1 E '1 y _] �89°08'45°w' �9is ' _ _ ._ -_ x. - _ 53.00 to �!° 52.55 2• 16 s N a ri N v• tc, __ _ . , - ; I�-- -- -- -- - -Li- - - '1 I -- - --- - ' , 0 . LI ., 19+84.29. 261.55' L T H 0 16+21.42 w - - - - Ulm -_ r INSTALL o T - =- - CB-16. TYPE 1 Z - - INSTALL 1_.- -- - ►-- ?, - _ - _ _ - _ N S Si2 x RIM 51. 63 ,a I 1 I S S2 3. a1 '1• ,� I 1 NVERT 49.29 STORM SEWER CONSTRUCTION NOTES o • 0 ° E PUBLIC WATER LINE I 65 qq •99 ,Ve NO O.01 sS h 1 � .�"" 5 .54 1. 1 COVER CB-12+ TYPE 11 48 V \ 3. RIM 51 80 i 1 1 1, SEMENT#9011090521 ' 0• S3 '�' \ h _ y �•�: " 51 06 M INVERT 48. 17, , 1 I I It r _ _-=: __-__ __-__-_ -__-__-- -- -- - 1. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE CONNECTION 0- (I) > m 2.2 COVER ___,._-__ -------- --------- --'--'- -0 19+95.34. 261. 61 ° LT PERMITS FROM THE CITY OF AUBURN, PRIOR TO CONSTRUCTION. •• o- - -- „ f- j 1 s3. fi8 1'23"w 99 . 9' 1y , ,. CENTER OF NEW 30' "' a' x E 15" , / t I 8 h y2• ;� WIDE DRIVEWAY 2. ALL STORM DRAINS WITHIN THE DEVELOPMENT SHALL HAVE STENCILED < o 56 LF RCb L 1 V �) I S ►� 'yt,\ .20 d_ ., CONSTRUCT PER @ 0.0030 FT/FT r. I h y3 �• "DUMP NO WASTE DRAINS TO STREAMS" U- 0 i 60 cv y ?; • CITY STANDARD D Q L y y I DETAIL STOW-1 C , 3 �' /�4) I y2• 00 2 - a t o °' { I c- 23 p 1 A I 36 V 0.0100 4�� y2 6 ' �" Y \ m ,_ 1 1 1° , y21! I t 0• 0h ... Ai t -1' . ' I Z - '� 15+71.04. 20�. 76'I LT ( "' i 1 1,• ��l � 1 I ' •20 o a is' a c RIP RAP OUTFAL LI X I -I y3.6 0 S3 ,� > y • g�• a: .3G a A 52 6p Z w w o INVERT 48.00 ° `,. ° o 0 0 yid d y2 - �+ REFER TO LANDSCAPE' a a �v I 0145 I .4, X 5 9.1' o o 5-0AO ... ° =, ' 6, , 0. 0300 s 1k-- z �- = PLAN FOR PLANTII�IG AND doe,x :�': o I pti I I60 53.65 3'38 K 53.0�, ''�• . ` r �� a �, a SEED 1 NG OF POND I C to , I h5 I 'SI' 4:00-1-00 A 54. `s3, %so J ,II I M + i I 3/8 EXPANSION MATERIAL z 1 m p1 14 v h { 0.022 38 9.36 O.01 �53'8 f SO I O�► �o h THRU JOINTS SHALL BE W Ilk 154.34 Il�54.36 ti `-'r-'r { O O ::k '� A• A• \\ m � PLACED AT 90 TO FACE OF W o I ' ' I 66 36 w h N I I CURB AND NO MORE THAN PAVEMENT O Z o I o q6 a.a 36 A• 111 LF 12 D1 O,� ; ! i 25 FT. APART. Cr)ko m 1° y2.9a �.022 L 5q' > X > �►, tli5A• ,� _< WIDTH VARIES o *` @ 0.0030 FT/FT r SLOPE 0.02'/FT. 1 (� d 'l I 'I� SIDEWALKS a. `F'l� ' W o0 PROVIDE TRASI H ACM( , 1 p4 i I 1150 FLUSH W/ ;" 3• I 51 .90 9 J PER CITY STANDARD. x _ I PAVEMENT • - •§ NORMAL CURB w DETAIL SSTR1 I ti 4, I 0-011 _ BROOM FINISH .� h I i 0 ��� HEIGHT- 6 Q F- ° 1 1 I I I ° . s -�- cn° I BATTER= 1:6 "' ( 'Y ► o- I i� 1"R 1/2" EXPANSION 0 1 �, 1 0 i I I a• LOT 1 014 I 19+84.46. 146.34' LT ! MATERIAL WHERE I I 2 I ` ��� ! y3.36 GRADE BREAK 16975 SF BUILDING 44 ° • 1y I INSTALL �I� - IN. ABUTTING EXIST. ` -{- ow FF 54.50 3• I 112' STRUCTURES (TYP) P �(tr--�--�• TYPE I =g„ 1 �� Op 0.0176 I SIDEWALK GRADE n "a y I Q. E�' RIM 51. 60 8„ o N N I w • 'L' i �� ROOF DRAIN N 54 •25 P k t� 1 NVERT 49.36 N ,� N {{ g t Pt 1 COVER W +.1 0 0 15+58.80. 140.07 LT 1 �.,� _ - • 1 I y�l (TYP) ' V F. RIP RAP OUTFALL; _ __ I I I NOTES: p INVERT 47.25 I •1� N ! { `6 h 0 ` ' o I I 1v FLOOR DRAINS SHALL BE CONNECTED % 0 P 1 89 LF 12'' DI STORM PIPE °FORM AND SUBGRADE INSPECTION REQUIRED ' O ! I �_-- ---- TO THE SANITARY SEWER THROUGH , .' •16 GRADE 0.Q15 g3• .1• 52�150 @ 0. 0030 FT/FT BEFORE POURING I I ( I i I "` AN APPROVED 01 L/WATER SEPARATOR Q 3 BRE/4Lf 11 --- 1 .JOINTS SHALL BE TROWEL FINISHED AFTER BROOMING. ' T`' I'+'-- I 46 SEE SHEET 8. EXISTING DRIVEWAY TO REMAIN .CONCRETE SHALL BE TYPE II PORTLAND CEMENT CLASS B. t1 V► u1 ° ( gj o i I 8 I "K ya 6 p6 6 6 FL USHSIDEWAW/ 5 s� I.. (SEE PAGE 1 FOR MARKINGS AND im >BROOM FINISH SHALL BE PERPENDICULAR TO FACE OF CURB. 2 2 2 2 •- I A A A 46 PAVEMENT • �° 3.1 50 �,>, S I GNAGE) oZtt y I '' • ; 1 I I v (0 hA _43 yA' A• . d, X y q. 65. (Ni "": 0 0. .' I U 100 LF 12 RAP L I V hi, H T • CEMENT CONCRETE INTEGRAL W @ 0.0050 FT/FT NIL _ - y 10t�� tip' l , 0 ,, a y2.9 J 51 • I CURB & WALK TYPE "A" ` °` im `' U U i V i , i \ 0•, j I ya. VARB HE0 6" Q d �g5: N TT' '4- APPROXIMATELY 200 SQ FT 1 X o.0100 _ _-__ �' 40__ -__-__-_ 0'04 li- �II. to 5 ,. .0010 �4 AREA WILL DRAIN TO AUBURN WAY NOTE: .1 THIS DETAIL FOR INTERNAL SIDEWALKS ONLY, - j - - I-ii� i D.10342 ''( O I ""�' �• AO N O T C.O.A. STD. DET, SHALL BE USED FOR PUBLIC CURB, - - - - L1 y �2 1'1 I y .6� 0.014 y2' 52• 5 O ' GUTTER,AND SIDEWALK. Z.1 e X 1+00 i •Or= TiJ' y ' 0.01 op �� 3 8 • N 16+21.53. 49. 12_ _L - - ! - - --- c��- -- - ,.'p. I x o 1 410 INSTALL - ° o wxI R�M150. TYPE I e 1 h��? yv awl o ; SE PROPERTY INVERT 47. 75 x I CCCr I 1 * CORNER=20+00Na • ti• I 6 65� i Z . 1 0m I 3.9� • y •1� y2•ay Y. y2' 'L �'II r l • 3 5 I EX MH#409-10 I° y Si , Y X - �• - ,�_ . / RIM 51.13 ' _ -.x 16 _ I Y �x - 7 00 - N89°06 00 E , ' + I ' - ---�x=-- ----x 19+00 r- �0 '�/► _ - -� __ �_,__ 1 INVERT42,83 ,-- _ s:�- + a a� 486.00 18 00 15+00 SW PROPERTY f' mi CORNER= 15+13.92 l 19+67.38. 59. 05' LT 1 / Flio?§ 41Z INSTALL 'v, NOTE: CB-18. TYPE I P •Z THE POND WILL BE CLEANED OF ANY ADDITIONAL RIM R 449 9 SILT/ SEDIMENT AFTER THE SITE IS PAVED. INVERTT .63 Q 0. 7° COVER 10" I- 2.5" 1 5 - - 2.5 "----I ri%100.1 ft ALL MATERIAL SHALL BE COMPACTED ' RECORD DRAWING CERTIFICATION TO 95% MAX. DRY DENSITY I \ \ '--R 1.5" TT THESE DRAWINGS CONFORM TO THE 4 EA 1/4"x 2"x 5"STRIPS UNIFORMLY -- HEAVY LIGHT - CONTRACTOR'S CONSTRUCTION RECORDS. SPACED AND WELDED TO 3/4" FRAME / to F-- WELD ENDS TO FRAME / ffti5;- MAX 3"SPACING lk / / 3"CL B ASPHALT ,/` /, `/ / ,7/7,/ 4./ 2"CL B ASPHALT „- R 1" t Br,• DATE/d�� zk ZI 3!4"X 1/4" \r '- `- TITLE POSITION FRAME N a ` \` �1 //�/ 'j �4/ �AVI1NG P R PAVI J/�5� QfP7///////// 7 6' CSTC \, :�` `C r� 4"CSTC* �J� /.// //i /F',,'/////�i' //// /i` i 911 IIIZ liqte Rizt:1 \. �"� r 1 1 1 1 I ( !- CONFIRMED BY CITY; DATE FLOW 45� 0 NOTE: `" HI- � iI ! ii - II ( Hi !lIII I ! i Hi' III-lI1= 3/4"DIA BARS l ` SEE SHEET 1 FOR LOCATION �a ' / EXTRUDED CONCRETE CURB DETAIL 3� OF HEAVY SECTION 12 STRUCTURAL FILL 1/2"GALV BOLTS OR EXISTING PAVEMENT NTS 1 // PROJECT REF; FAC 01-0042 3/s10 7 NOTE: THESE PLANS ARE 'APPROVED"FOR ALL PARTS SHALL BE ALUMINIUM OR STEEL NOTE: CONFORMANCE WITH THE CITY OF AUBURN ALL STEEL PARTS TO BE HOT DIP GALVANIZED ALL ON SITE CURB SHALL ENGINEERING DIVISIONS REQUIREMENTS BE EXTRUDED CONCRETE CURB 1 TRASH RACK DETAIL APPROVED BY; 6S40,40 ,... jot AGENCY NO. FAC 01-0042 PAVEMENT SECTIONS SHEET: 3 OF S NTS (01-000) NTS DATE APPROVED 3/4JOT INDEX: 01-102-3.dgn JOB: 01-102 ...\dgn\01-000\01-102\01-102-3.dgn Feb.25,2002 10:32,20 PRINTER750.PLT 02 0 1 7o 9 1 182.77' 51 150.81' 7 143.17' NEW GRAVEL BERM POND W 01 NEW GRAVEL Q m > co VARIES 16' 115' .2' 50.00 OUTLET BERM 16' > • 2:1 TO 0 i W = ] EL 51.50 EX GRADE FL ±48.50 EL 51.50 50.00 EXISTING W Z gx a 1 I-11 f 11 �'I�_ HIGH GROUNDWATER LEVEL (HGL) = ±46.00 1 III-11 III-III=III_ 2:1TO -III II Ii I _ _ _ _ _ _ _ _ _ _ - _ _ _ _ - = 1-111=1111=1111= --! :I- . . . II HI - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ - 1-1 I I�_ I- _I I III-I I I_I I 1-I I-1 I l-III-I I HI I i__ 1-111 1-111E111E111E111-111_I 11-111E111E111-111-I 11-111E111-III-I I -I 1 I-1 I-11{ 1-111-11 I-I 111-111_I 1 III-1 I I I I I_I I I-III IIIIIIIIIIIIIIIIII-IIIIIIIIIIIIIIIIIII I II I II I II I I_I I II I I-1 I I _ 1 100 YR WATER SURFACE 50.39 - , _ - - - _ _ _ _ - _ _ _ _ � _ 1 - - _ _ - _ _ _ _ - - - _ - - - - - - _ -III1 I I-1 EL 48.00 11= 1=1 I 11 I 1=1 I I-I 11=1 I 1=1 I i p I 1=111=1 I Ep I p I p I p I p I =111=1 I 1=1 I 1=1 I 1=1 I 1=1 I I_I I EL 48.00 - -� -i i i- - - - - - - - - - - - - - - - - - - - - - _ \ 111 I-111 I-III-1 I I-1 I I III-III-III-III-III-III-III-i I II I I EL 45.QO-,I- 1-11 F-111- -111E111E111E111E111E111E111-111-r r 1-111E111E111E111E111E111E111E111E111E,11-111- I -1 I I I I I_I I I-1 I I-III-III-III-III-III III-I_III-III-I I I_I I I_I I I-III-1 I I I I I-1 I I-I I - -III-I I I �- EX 1 STI NG ,, EL 45.00 „ III-I 1 i-1 I 1-1 I 1-1 I ,,, 1 , 11 , ► 11- EL 45.001I I I111. . .111. . 111E111E111-11 111 I- 111 11-111-11FI I I-EL 45.00 1 1=111E11=111 1 I-' ' - EL 49.00 APPROX. LOCATION OF ,,-" =1 I I-I I 1=1 I 1-1 I I- EL 49.00 N ti, 20 10 0 20 40FT /'%�„0 • ,i .7./ EX WATERMAIN POND SECTION A/4 + _ '' ��,z SCALE 1 - 20 IN' - - 41 Z.Z -` 0-J ,Q 24193 O Gv3- - =_`'<\ 4-C/ST R \4'_. • 51.5 - --- 51.5 __` - /_ON E,'G _- --- 51.5 - 51.5 - EXPIRES 11-27-03 50 50 ` -- r \ ' / : ' , , , W 01 • ;r ' EX GRAVEL ;' - - N I `\ 1 1 1 1 1 1 1 1 r 1 r / - ``� , , 1 1 1 1 I 1 1 45 I CONE 45 ! ! ! ! ! . I . 1 1 1 1 ----`---- `1 i 1 1 r 1 i 1 ! 4Jr ) % 45 - i i i i 0 7 1 1 1 �.. / i , r 1 1 r ` Q 1 , ram ` , , rr :/, r :17 /"• CONTROL STRUCTUREQ a ,,, u, 50 _ 50 I- :- ` ' w X. - \\ r , , a f o Z `° � GRAVEL BERM � EXISTING GRADE GRAVEL BERMTO PUBLIC STORM SYSTEMCI ) . , WATER LINE �, o 1 MIELN. 1.50 TO BE PER SO►LS REPORT BY GEO ENGINEERS w w Ln ,, 6' au 6 SEASONAL HIGH GROUND WATER ELEVATION t46.0ON ABANDONED (FILE No. 7618-001-00) z ~ '-' NMI EL. 51.50 _- - = oC a -' s .ti 1 -- EXISTING GRADE Z W m 0 '.t to -I 12:1 - ' 1 100 YR WATER SURFACE 50.39 EL. 51.50 0 W Z o0ko MAX _ _i-_LI ; . _-.,- EVENT EL EVAT ION DISCHARGE (CFS) ALLOWABLE DISCHARGE ( CFS ) 6, 6, 1 O' 1 O' ► MIN. Z I- m HI III_ 2-YEAR 24 HR 49.90 0.38 0.41 EL. 51.50 I- W co -j "-,:_-II I : I_ Iij�Ti- w I_1 i I TOP OF WET POND =) 1 I 10-YEAR 24 HR 50. 15 0.89 1. 60 --hi 1 ----------------- I!- , I I 1 ' 1 1 ' 100 YR WATER SURFACE 50.39 Q 1. I 1 s 49.00 , -:_Li-,-� 25-YEAR 24 HR 50.25 1.39 2.05 ' '11 ,-- �:4 ,- 1 - III QUARRY SHALL LAYER . 2 100-YEAR 24 HR 50.35 1. 94 2.60 2.1 I i -, SEE LANDSCAPE MAX I - 37' ,=1 PLAN 18"THICKNESS I HGL t46.00 ! 1 / '�' ! 1 46.00 1-1/2"TO 4"WASHED EL 50.00 1 ! I °/ I f11' e AN 0 0 0 '- i it;, 1 i ROCK CORE �-‘ 4,‘‘�ol1/4-6, p► , I- w ev 26' ► _ 5' 26' r(P) ���O. ��~� ,0 O O o� �rypJ 26 II I L I -i f `i *1 O O - 00 OOC)CYOk)0� i''°Wi f i- �• oO oO�•► r EL 48.00 +'-!!!_; i _ _-' - r1-: , NOTE:KEY NOT REQ'D 49.00 49.00 POND SECTION C/4 2' ► PERMANENT POOL EL 48.00 w 4 r r GRAVEL BERM DETAIL EL. 49.00 X Z Z Z NTS NTS -- - HGL ±46.00 H V > U.GENERAL NOTES 7 `] ti 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S 12„ T r EXISTING POND SECTION B/4 ` w uu u REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY 6' I OVERFLOW W.S. NTS t \ CHANGES FORM THE APPROVED PLAN VWLL REQUIRE APPROVAL FROM THE -' .. I I EL OVERFLOW OWNER, ENGINEER,AND THE CITY. MIN. BERM 50 EXISTING I I 6" 6 " 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE'WASHINGTON PROPOSED FRAME/GRATE FOR STATE DEPARTMENT OF TRANSPORTATION(WSDOT)STANDARD ' - CONTROLLED POND SPECIFICATIONS FOR ROAD, BRIDGE,AND MUNICIPAL CONSTRUCTION" GRADE ///, OVERFLOW. PROVIDE EXISTING RISER ORIFICE CONFIGURATION (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY // / / - VERTICAL BARS IN CONTROL STRUCTURE THE CITY'S PROJECT SPECIFICATIONS MANUAL, THE CITY'S STANDARD j �� FRAME @ 4"O.C. OVERFLOW FRAME NOT TO SCALE CONTROL STRUCTURE NOTES: CONSTRUCTION DETAILS MANUAL. COPIES OF THE ABOVE DOCUMENTS 1. STRUCTURE SHALL BE TYPE II CATCH BASIN 48"r6 MINIMUM SHALL BE AVIALABLE AT THE JOB SITE DURING CONSTRUCTION. EX - / % PIPE SIZES AND CONFIGURATION MAY REQUIRE A LARGE GRADE ', RIM EL 53.00 OFFSET SIZE STRUCTURE It V) 3. A PRE-CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START TOP SLAB NOTE: EXISTING CONTROL STRUCTURE OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253- - % - LI _ ° - ° TO BE REVISED TO PROVIDE 2. SITE DRAINAGE OVERFLOWS FROM STORM EVENTS, IN EXCESS 931-3010 TO SCHEDULE A MEETING. A ° -a ° ° °°-a° OF THE DESIGN STORM, SHALL BE BY SHEET FLOW ACROSSf f a 3-6 ORIFICES DRIVEWAYS IN TO ADJACENT STREETS. 4111tn" (41441 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE / / EX CONTROL STRUCTURE ° 411 CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE OVERFLOW DETAIL co ° 3. THE OUTLET SHALL BE 8"0 MINIMUM AND SHALL BE DESIGNED :::::g SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S TO ACCOMMODATE THE MAXIMUM ALLOWABLE DISCHARGE. a 2' - ° RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF . ► c- °- ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED 15"RISER -(° 6�� REVISE EX TO 4a) THE BOTTOM ORIFICE HOLE SHALL BE A MINIMUM OF IIS' BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING,AND a a a° - as WITH RUBBER �a- PROVIDE ONE-INCH. THE ORIFICE HOLES IN THE TOP RISER SHALL RESPONDIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES, IS STRIP TOP SOIL AND KEY - - GASKET JOINTS c. _- 3-6"ORIFICES BE A MINIMUM OF ONE-INCH 0. i GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF BERM INTO NATIVE SOIL. a :a EL 50.10 4b)MAXIMUM ORIFICE SIZE FOR 12"SHALL BE 5': 111,411 fa WASHINGTON(RCM. PRIOR TO STARTING CONSTRUCTION, THE BERM COMPACTION SHALL CONTRACTOR SHALL CALL ONE-CALL (1-800-424-5555)FOR UTILITY BE PER WSDOT(2001) - EX STD. GALV. STEEL °- �_ 4c) ORIFICES SHALL NOT OVERLAP. LOCATIONS(WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, SPEC. 2-03.3(14) o - a LADDER/STEPS 12"O.C. _° _ 15"X15`X15"MINIMUM PVC TEE TELEPHONE,AND TELEVISION). (COMPACTED TO 95/DRY a 4d)HEAD DISTANCE SHALL BE MEASURED FROM ORIFICE TO Q DENSITY PER ASTM D-1557 <1 ° RUBBER GASKET JOINTSliej/ CENTERIOD. 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND MODIFIFED PROCTOR a_ EXISTING EX 15"PIPE 4• ° (REMOVABLE) SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO TRASH - - -- - 4- 5. MAINTAIN A 4"MINIMUM SPACING FROM THE OUTSIDE DIAMETER ift ..ari tit%Ilit OF ORIFICE ROUTE WILL ADVERSELY IMPACT THETREET NETHE CITY FOR APPROVAL. IF THE CITY BELIEVES TTWORK, HAULING MAY HAT THE PROPOSED BEHAUL BERM DETAIL RACK1 OF HOLES IS HOLES OUR(4)INCLUDING THE BOTTOM ORIFICE THE TOP RISER. THE MAXIMUM �MBER I 15 STORM PIPE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. NTS =_ FL 48.50(EX) ------i-1 _1 ; TO PUBLIC SYSTEM P 6. PROVIDE AT LEAST ONE THREE-INCH X 0.090 GAUGE STAINLESS it:IS 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC AFETY ON AND I A ° PVC MANHOLE STEEL SUPPORT BRACKET WITH TURNBUCKLE ANCHORED TO 1111 AROUND THIS PROJECT. PRIOR TO THE START OF WORK,ALL METHODS AND ADAPTER(EX) CONCRETE WALL(MAXIMUM 2'-0"VERTICAL SPACING EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL / a 0.29 HEAD FL 48.89(EX) °° V 100YR24HRELEV. 50.35 - _ Z Z 4.\• BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR - - • - 'g SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND V 25 YR 24 HR ELEV. 50.25 a :° _° RECORD DRAWING CERTIFICATION PROJECT REF,• FAC 01-OU42 4/3 Z�y PROPERTY SURRERED BECAUSE OF CONTRACTORS OPERATIONS OR - - ELEV 50.10 / V 2YR 24HR _ ° THESE DRAWINGS CONFORM TO THE THESE PLANS ARE "APPROVED"FOR NEGLIGENCE CONNECTED WITH THEM. - ELEV. 49.90 Ga 6 ORIFICE ° ; --- a----._a:-_- 4 -- 14 : --:° - - FL 48.89(EX) CONTRACTOR'S CONSTRUCTION RECORDS, CONFORMANCE WITH THE CITY OF AUBURN - - 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES ENGINEERING DIVISIONS REQUIREMENTS SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND RUBBER GASKET PLUG WITH BY' DATE/Phei:5 Z- SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. ORIFICE 2-1/2"DIA. / AGENCY NO, FAC U1-MC . ^ APPROVED BY; 40............ s.A4 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. TITLE/POSITION '7'M SHEET; 4 OF 8 REFER TO THE CITY'S"RECORD CONSTRUCTION DOCUMENT HANDOUT. EXISTING CONTROL STRUCTURE DETAIL (01 CONFIRMED BY CITY: DATE DATE APPROVED 134db INDEX: 99 2694 411 NTS J .?os: 01-102 ...\dgn\01-000\01-102\01-102-4.dgn Feb.25,2002 10:15:03 PRINTER750.PLT 0 X 0 17© S N SECTION 6, TOWNSHIP 21 N, RANGE 5 E. a a = o a co co If W m o A� CL W a B —� c c11 �A ►1-. x,o { _ r-i.raTTON X > a r , — ...' _ __ _-1- _Jam..-I-� PA IER _ __I X71 �i - _ NT _it, i igai �► , — �� ^ 40 20 0 40 SOFT = Zrt \` t\ I o --I> — ,�� ;_ } EXSTORMWATE` 'SEME T ! F b Z O:- —O5 iEX FIRE HYQRANT / ,( EX�MH#409-06 1 t = '" LAJ\ _ lam'.., ° S3 Q•o� / + —! f RSA50.88 IY`— •iS Z'S �31 g� '47 � `' INNERT43.53 SCALE 1"= 40' -J ` 3 x 5 v r-.__ _ ^f Lug' o-; i1116 5 =�� 5, 24193 ��_X . ' I. 4 :._: SS LNG�� ) IIIIi 1 �� �I/.5rim f �. i� '. °s _ I I _ TONALII I I 1 - icon f"4:00,00740----1 /'--- , IXPIRES 1127 03_ „..„,....„_..._ f i I ia °1 1 .E,PUBLIC WAT IIIIIIIIIINIVN ' ' IA EX 51.06 I - EASEMENT#90 11.'J ,1I = i'23 • �� �■ c 1 1. � ,� 4 ! tr Ct /i 1 f I � / //. /,.///// � ' ' w 01 1 , 1 II I ,/ / / f/ /// ff/ / se- .c � _1a x /� f S < r r �rr r y , ' i. !�� Ip' iii4 HEAVY PAVEAAENT N cn N 1 ! ;. SECTICKW /f f/f p •A ES - /f/ / } N 1 6. r. 1 o.. L .. .` / .4 .41v )EMP S C - \. - 1." Z I 11� f ° K �,f ff/ f i i 1 I , 1 - :. .' L 5 -- l -:' --IF -�': ` 8)S• GES.,DDO' \\,. _S: 1 co /i' i /% J ! l rl O i i I \. L.r) mu) , \ i r_ , Js.Je�ar w, 111111 --,�� _.��a — PAVEMENT so 1 \ t �`: r / �/:�R71: .�.�r a SECT ION ua. • I • e Q\ \ 1 II I i 1 1 / f,�!1 I:� ! �11 J •8'. • ,„,-- \ ill 1 I { I 1 , \ 4. o CL I ,-% LIMI,101 1 A * .',;; r r /f/ t��le� t.... . ., 63•.,... „MES. 4 at- ... 0 (n oC C r�2 M � v 1.,r, - Eh 11111Mil [1 l - I ,/ I SIDEWALK Z I- Ln Ln 1v , Am. ! f / 2+00 a It CA i o W 1 x. I ,- O L . . �. / -- X - ,y — ►17tj. aryl / yj , z — } —1 — —_' o _ /fW �f e / .4 / ' tfri 4 -1.•L W ao W -o r y'll / j = i Pm '� dQ w Tv .x ..: _. .'._,./ /.. / _../ / / // / / )sP,Es, so.'SALES 111511111 F� ."'` r— EX MH#409-10 f I�,`��. --+_�'x -- '�-- -x __-__'^� + INVERT4293 1 RIM 51.13 ——'�'._ .� �,r .�Ks-+�c�1.-&.�w.-aw— — � - arm �r. 486.00' N89°06'00"E N N q i O O O ti O O Q O B H U U U Lij Al ix U U U CT-) \ I 1-I.] e 0 CCD 'Lpp O CC CL e e e 11111.. EDGE OF BUILDING 60 — FINISH GRADE — 60 60 — — 60 - - GRtALAII�DfBLLDG CEFINISH GRADEFF :: 54.5 - - /EX FF 54.5 __\_ —.NL_ - 1144 . _ __„.::__________________-------.___ _ _ _ _ _____ _ _ __ _ _ _____ _ _______ __ __ _ _ _ __ __ ___ ____ __ ___ ___ __- ___..„, ____ ___. ___ _ -1-----— -- -- 11111:11111:1XIII:14 klii) 50 — 50 50 — — 50 SEE POND SECTION EXISTING GROUND - - MATCH EX AUBURN - SHEET 411)111111111 - VOLKSWAGEN - _ _ 40 L I I I I I I I I I I i i i 40 40 1 I I i I I I 40 (w 1 I I I I I I I � �/ cloirai 0 0 o O o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 LIB L9 co On + + + + 74 O O N ,r) SECTION B SECTION A 111:( LL11411 t 411"111 RECORD DRAWING CERTIFICATION PROJECT REF FAC 01-0042 3 0 t 7 vv.. THESE DRAWINGS CONFORM TO THE THESE PLANS ARE "APPROVED"FOR CONTRACTOR'S CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OFAUBURN ENGINEERING DIVISION REQUIREMENTS DATE I b//13/3 Z I 1:2APPROVED BY S (AGENCY NO. FAC 01-042 TITLE/POSITION SHEET: 5 OF 8 (01-000) CONFIRMED BY CITY: DATE DATE APPROVED VOt. INDEX: 01-102-5,dgn - JOB: 01-102 , ...\dgn\01-000\01-102\01-102-5.dgn Feb.25,2002 10:24:30 PRINTER750.PLT 02. 0 • 7Oit r W 1r 1 SECTION 6, TOWNSHIP 21, RANGE 5 Q � 2 N j a f \ x! s o� IA `` ) , j010 0 20 40FTwuj r 1- z W O u� I I N .i .P \V = uu 2 2 W ILL g I ' 4'.N--- / SCALE: 1"= 20' 3 U i. N X ii i 1H--- \ • W o o I I I [__________ I C 4' U O Vf . I 0 1 - rrrr I 0 ICI - FIRE SPRINKLER NOTE _=__-- :: 1 L EF, H 1 N `I �. ! 1 A. FIRE LINE TO BE SIZED BY FIRE PROTECTION ENGINEER. ."� ! '' 4' CV 0 1 K ti 1 cp i B. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES. _ s .L= 'kt - ! (11 oik-- / 1 i 1 1 1 O =�� 24193 ��_= \ 4 5-::. C. A SEPARATE DETAILED PLAN OF THE UNDERGROUND FIRE -p�� Fc s rER�o \�4 j ' ® { C ` �D SPRINKLER LINE SHALL BE APPROVED BY THE FIRE MARSHALL AND SS�p LNG I *� 1 1 i o INSTALLED BYA WASHINGTON STATE CERTIFIED LEVEL "U" NAL } I- ? I 2+38.53 WATER 1 a a) ___- s Z ` 1 STORM L 1 NE t I NSTALL 1 I CONTRACTOR IN ACCORDANCE WITH WAC 212-80-010. A POST EXPIRES 11-27-03 �C _ 1 14 " C905 PVC �. INDICATOR VALVE WILL BE INSTALLED ON THE SPRINKLER LINE TO \ J 1-8"x6" TEE - - ® I 1_6" GV ISOLATE THE SYSTEM FROM THE CITY'S WATER SYSTEM WHEN p N. 1 REQUIRED FOR REPAIR. W W �,� , 13 LF 6" DI r H_____ 6 LF 8" DI WTR 3AOldW3 33k0}dW3 33AOldW3 ri_c_ _, ct cn 00 \\ ; 1-HYDT ASSEMBLY W/BOLLARDS 1 1 ii ,i BLOCK INC 2+44. 73 WATER 1= w a' i X 1' . ! PER STD DET WAFH-1 0+00 WATER 2 - N N N I I 1� LF 8" DI WTR ' ' ' ----1- INSTALL 1D �> ' 1-8"x8" TEE 0 L_____ I _ I ► I ! 1-8" BL IND FLANGE Z W ° N r i 1 1 " ', BLOCKING - IX--4 7 LF d" DI WTR J2K2 8 1 W R �_ _. - -_-__- 1.,T o I - -- 1 -------- - T L11 E: 8 ' WATER I I y _ _ _ _ _ _ _ _ _ _ kip t +001 ma _MPLOYEE EMPLOYEE EMPLOYEE 1 •_. 50 LF 8"SDI WTR Soo°5o'36"E 1+ 0 165 LF 8" DI WTR * J Q o-� - - - �-- - - - - - A 1+58. 62. 0+00' I = Q L - _ i G� INSTALL ` p a) u, ! I I '� WATER MAIN CONSTRUCTION NOTES ! z_ Ira \ 1 - 11�2" WATER METER WITH \ Z m 4-1 ! �i J C) 1 \` 1 4 2" SERVICE PER CITY OF AUBURN '' I ! I ! W _� I S D. DETAIL WASM-2 I I 1 1. PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETING ANSI SPECIFICATIONS Q a I- i ;� I it A-21.51 OF LATEST REVISIONS AND SHALL BE THICKNESS CLASS 52. PIPE SHALL BE rn o 1 _ - �- TERS PROVIDED BY CITY N ! Q CEMENT-LINED, IN ACCORDANCE WITH ANSI SPECIFICATION A-21.4 OF LATEST REVISION. w w al 4I' *k I 0 AUBURN. CONTRACTOR SHALL o I !I - Ln ,__ 4-1 E �" 1 ' _ 2. ALL PUBLIC WATER MAINS SHALL HAVE A MINIMUM COVER OF FORTY-TWO INCHES(42") z ill .� t ! 1 I M I 9- _ - - - - - -� C ORDINATE ALL. c0) II I oc Q - - I s , , in , 1 _ , cc Z 3. ALL VALVES FOR WATER MAINS SHALL BE RESILIENT WEDGE GATE VALVES FOR W 1 L _- ---- -- _- _ ._ __ _ - .._ o . _ - - _____.__ __ -_W L_ .__ ._ x TWELVE-INCH (12")AND SMALLER. BUTTERFLY VALVES SHALL BE USED WHEN OVER N Q I ca CO)__ -I o -- - Q W_ .- �_ - - - ti\- !� TWELVE-INCH (12"). Ill m 5 rn I REMOVE 1 w w ---- ---- - - - -- I VALVE ( 1 ! ( zo W I ! !, 4. JOINTS, EXCEPT WHERE OTHERWISE REQUIRED OR SHOWN ON THE DRAWINGS, SHALL BE O Z n EITHER MECHANICAL BOLTED TYPE, OR PUSH-ON RUBBER RING GASKET TYPE, CONFORMING 0 F- 10 1 + 7. LT= .� '�/ /� 1 SEE SHT 7 FOR ! TO AMERICAN NATIONAL STANDARD A-21.11. H Z 1- 6 90 28 50 !� I WATER LINE 2 I W co 0+00 WATER 1 5. PIPE FITTINGS SHALL BE DUCTILE IRON AND SHALL HAVE THE SAME KIND OF COATING, CONNECT TO EXISTING TEE LINING AND STRENGTH AS THE PIPE TO WHICH CONNECTED AND SHALL CONFORM TO ANSI .-I LU SPECIFICATIONS A-21.10 AND A-21.11 OF LATEST REVISION. Q INSTALL 0+50 WATER 1 0+57 WATER 1 0+67 WATER 1 0+74 WATER 1 / \ 1-8" CAP ON WEST L INE INSTALL INSTALL INSTALL INSTALL / CONTRACTOR TO VERIFY LOCATION OF 6. HYDROSTATIC TESTS ON THE NEW PIPE LINE SHALL BE MADE IN ACCORDANCE WITH THE I BLOCKING 1-45° VERT BEND 1-45° VERT BEND 1-45° VERT BEND 1-45° VERT BEND EXISTING 8"WATERMAINS &VARIFY ALL PROCEDURE FOR WATER PRESSURE TESTING WATER MAINS AND THE LATEST PROVISIONS OF COUPLINGS NEEDED AWWA C 600, EXCEPT AS MODIFIED HEREIN. THE CONTRACTOR SHALL FURNISH ALL FIELD VERIFY FITTINGS REQUIRED \ ` EQUIPMENT NECESSARY TO MAKE THE TEST AND THE CONTRACTOR SHALL CONDUCT ALL TESTS UNDER THE SUPERVISION OF THE ENGINEER. PRESSURE TESTS SHALL BE MADE ON ALL e *i N N AN EXISTING WATER L INE PIPING AND APPURTENANCES INSTALLED UNDER THIS CONTRACT, INCLUDING ALL o 0 0 TO BE ABANDONED CONNECTIONS TO EXISTING MAINS AT A MINIMUM TEST PRESSURE OF 200 PSI. ill ,N.1 c c FILL WITH CDF / GROUT 7. DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR TO CONNECTION p EX VALVES TO BE RETURNED TO THE EXISTING WATERMAINS AND SHALL BE IN ACCORDANCE WITH THE LATEST TO THE CITY OF AUBURN PROVISIONS OF AWWA C 601. 8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS 4 4 FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 2 2 Z Z 2+38.53 WATER 1 0 U 16+90. 287.50' L T= INSTALL 9. INSTALLATION OF CORP STOPS, WATER SERVICE, LINES AND METERS SHALL BE vi 1-8"x6" TEE PER THE CITY OF AUBURN STANDARD DETAILS NUMBER WASM 1, 2, 3,AND 5 SERVICES W ti t 0+00 WATER 1 1-6" GV SHALL BE A MINIMUM INCH. THE CITY OF AUBURN WILL INSTALL THE METERS. l oC V U U / CONNECT TO EXISTING TEE INSTALL 0+50 WATER 1 0+74 WATER 1 13 LF 6" DI 10. RESTRAINED JOINTS SHALL BE USED AT ALL BENDS. FOR TEES, 90" BENDS,AND e N. 1-8" CAP ON WEST LINE INSTALL INSTALL 1-HYDT ASSEMBLY W/BOLLARDS SPECIAL CIRCUMSTANCES, CONCRETE BLOCKING SHALL ALSO BE USED. SEE STANDARD BLOCKING 1-45° VERT BEND 1-45° VERT BEND BLOCKING DETAIL WABL-1. " DI WTR FIELD VERIFY FITTINGS REQUIRED VERT. BLOCKING VERT. BLOCKING PER STD DET WAFH-1 6 LF 8 11. ALL WATER MAINS SHALL HAVE A BLOWOFF ASSEMBLY AT LOW POINT AND AN AIR 60 60 VACUUM RELIEF VALVE AT HIGH POINT OF MAIN. SEE STANDARD DETAILS WAAR-1 AND ' WABO-1. 12. THE FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO STANDARD DETAIL WAFH-1 AND SHALL STAND PLUMB. SET TO FINISHED GRADE WITH THE LOWEST OUTLET BEING NO LESS THAN 18 INCHES (18") FROM FINISHED GRADE AND A CLEAR ZONE AROUND HYDRANT OF NO LESS 55 55 THAN 36 INCHES(36"). THE PUMPER PORT SHALL FACE STREET OR FIRE ACCESS. I_ - - _- _ 13. ALL VALVE BOXES IN PUBLIC RIGHTS-OF-WAY OR EASEMENTS SHALL BE ADJUSTED TO -41411r41 . 111111 z FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE WITH THE CITY OF g ix AUBURN'S STANDARD DETAIL NO. STFG-1. "liamosiamili LIIIII 14 STM 50 14. BACKFLOW DEVICES ARE REQUIRED WITH FIRE PROTECTION AND IRRIGATION SYSTEMS, 50 AND -- -',1 I O TO BE INSTALLED PER THE CITY OF AUBURN'S DETAILS. 50 LF 8" DI WTR s 12 " / 165 LF 8" DI WTR STA 1+58.62. 6+00' LAND 7 LF 8" DI WTR 15. THE UNDERGROUND SPRINKLER SYSTEM SHOULD BE APPROVED BY THE FIRE MARSHA INSTALL INSTALLED BYA STATE LICENSED FIRE SPRINKLER CONTRACTOR. 7 LF 8" DI WTR 1 - 11/2" WATER! AFTER WITH 144 -- 16. STREET OR PARKING LOT CURBS SHALL BE PAINTED WITH FORMULA WID-Y1 (YELLOW) 45 _ _. 1 --- -- _._ _ _ 45 y 0+67 WATER 1 2" SERVI C PER !CI fiY OIF AUBURN 15 FEET EACH SIDE OF ALL FIRE HYDRANTS, AS DIRECTED BY THE CITY. namid I 1 .1 rk 0+57 WATER 1 INSTALL STD. DETAIL WASM-2 lhosiotivoir-.1"1414 rill INSTALL ME 1-45° VERT BEND TERS PROVIDED BY CITY 1-45° VERT BEND 10 LF 8" DI WTR VERT. BLOCK INC OF AUBURN. CONTRACTOR SHALL 40 , a VERT. BLOCKING COORD I NATE ALL., I 40 iiisoloaarZq SCALE: H 1 " = 20' 1111111111114 V 1 " = 5 ' o 2+44. 73 WATER 1= No o I 0 0+00 WATER 2 0 0 0 N- N INSTALL CO 111 1-8"x8" TEE I4IA TER LINE 1 1-8" BLIND FLANGE BLOCKING PROJECT REF,'RECORD DRAWING CERTIFICATION FAC 01-0042 .07,L THESE DRAWINGS CONFORM TO THE THESE PLANS ARE "APPROVED"FOR CONTRACTOR'S CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISIONS REQUIREMENTS BY DATE /1 f/$lb2 \ 1 l / .__SJA APPROVED BY: s (AGENCY NO. FAC 01-0042 TITLE/POSITION 7%j Q SHEET: 6 OF 8 J (01-000) CONFIRMED BY CITY _DATE DATE APPROVED I 41#t INDEX: 01-102-6.dgn JOB: 01-102 ...\dgn\01-000\01-102\01-102-6.dgn Feb.25,2002 10:27:10 PRTNTER750.PLT 02. 0 1704 1 ' 1 SECTION 6, TOWNSHIP 21, RANGE 5 0 N 11 - lir 20 10 0 20 40FT 0 m FN- = 4 W . r ;: w 4, O I I i --4-_4--r---;--- --�-► -- - i_ -I I I �� -A SCALE: 1"= 2 0' p D _ Ns m -�` r:: \� Z Z W -- -- I I - " = Q U P-------- H A T T O N Y V. ' I I I I — — < PANTIE R Iy ` l I 1 I c ! I I = I i r - = 1 IQ X _ _ _ M A > — _ ° D w4f A . NOTE: _ _ __ z w D.I . a FIRE LINES SHALL BE INSTALLED BY A = :1:19-3 -�``' "I LEVEL "U" CONTRACTOR = -o __ °� I D ID ��x �FG/STEF� ���"— o ° O _ --ASS �'\ O I o 1 1 I _ /ONAL Ln I x i I I vt+c v o ''\ Iii1 4 II I O I ' p p, `EXPIRES 11 27 03 ��' - r i ?° CONTRACTOR TO VERIFY LOCATION OF . Q EXISTING 8" WATERMAINS & VERIFY ALL ft / `COUPL INGS NEEDEDJw 01:. ' o , 1 I _ I- O , SEE SHT 6 FOR-----_.� - . . "°> Z �, u, I— WATER L I NE 1 I W o m II i ( - - �P. Q o_ a �, oI ' co o , w xI 01 X E: s ; -1 < 0 l 1 a LL c� I 1 I I `� '"� 6.. J '� >-.-p a<'_-pia r. 0 •- 0 � N i KM xT TT ' ° 15'WATER I t ® Z I - --26LF8" DI 'WTR ' I 0 I. , �.II �'1� w w 01 III f° ,- '-- -�--— LiJ �+t I J III cc a I— — S89°01'24 W I I I " \ U 2+44. 73 WATER 1= I - ' 1+00 1 T5 LF 8 DI WTR Z OC 2 E i x 0+00 WATER 2 W CC) g °1 p , I / r I 1-8 x8 TEE z o I ` I 1-8" BLIND FLANGE F••. 0 F- M ' 1 ' I BLOCK IN; Z `r x I I \ H W co i f / : I 1 I w f 0 I I 0 X I % ,, 1 I --- — &._ _ o-t x_ x — —_ — - -- Y r -- 17+00 N89°06'00"E 18+00 r 1 15+00 SW PROPERTY 16 00 486.00' 0 0 CORNER = 15+13.92 0 I , W 0 0 4 2+01.06 WATER 2 1+75 WATER 2 REMOVE EX 8" 90° BEND INSTALL INSTALL 1 22.5° VERT BEND vi 1-8"x8" TEE BLOCKING o t t g 1-22.5° VERT BEND N U U Um BLOCK 1 NG 2+01. 06 WATER 2 W FIELD VERIFY FITTINGS REOUI RED / REMOVE EX 8" 90° BEND ccuuu / INSTALL 1-8"x8" TEE ' 1 1 22.5° VERT BEND BLOCK I NG FIELD VERIFY FITTINGS REQUIRED 60 60 N --.4"4 it c 0 I. . LL i _ __ ,, . __ ,..., ..............C1 ,_1 ,, • ,, , __ , _ __ _ __ ,. , 50 50 - V 42 " MIN 42 " MIN COVER COVER 2+44. 73 WATER 1= timiNiond 1 I .QC 45 ; -- 175 LF 8" DI WTR_______ _ - 0+00 WATER 2 45 1+75 WATER 2 INSTALL" 26 LF 8" DI WTR INSTALL 1-8 x8 TEE 1 22.5° VERT BEND 1-8" BL I ND FLANGE ,,,i,,, a BLOCKING BLOCKING 40 40 SCALE: H 1 " = 20' 11111111111114 V 1 " = 5 ' N O O O N N O O O N+ N N N— O O ' RECORD DRAWING CERTIFICATIONFAC 01-0042 S�L PROJECT7 REF; ,, WATER LINE 2 THESE DRAWINGS CONFORM TO THE THESE PLANS ARE "APPROVED"FOR CONTRACTOR'S CONSTRUCTION RECORDS, CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISIONS REQUIREMENTS BY.' DATE/D//P/O L APPROVED BY: 1:::::).....zsatAGENCY NO.__FAC 01-0042 TITLE/POSITION ` JJ � SHEET: 7 OF 8 (01-000) CONFIRMED BY CITY: DATE APPROVED 31414, Z INDEX: 01-102-7.dgn JOB: 01-102 ...\dgn\01-000\01-102\01-102-7.dgn Feb.25,2002 10:29:16 PRINTER750.PLT 01. 0 170c& r 1r 1 SECTION 6, TOWNSHIP 21, RANGE 5 :,'-' :CcoC 4_ 4To6 i.i4-:i2_ :',, i,,/ i \\ ____,__,_ .,/ _ --_,.----------- \ )____---_ ;1--,1:7„1____,---- _ 0 = N M V) F- II• o H 54 • 0� /.� W O r i s 4 C v G y , \ ( (,) { i ' 9 I . , _ il._ CU- R ':: m1Sa:E:T (-,.. ` � / / ,' i EX FIRE HYDRANT G I I .i MH#409 06 ` / < ! f--- — /� 1ERT43.53 � --- / I JIESGLINE `, I_ _ _�_CAP EXISTING LINEAT `_ —�— s _— =►��i ' �X _� _ g d91 r �y 30 15 0 - _. 60FT _ / � �- g `r f �n _ w . r_. I /t w- ° \ w - s-.__ __I 1 (-- - I r I SCALE 1''= 30' - 1ir " F. -- i 1 , , J — � 1 _ -- IJ — — e. _ � p 24193 1�- RAI�' r�t�� < 0 V J ° E PUBLIC WATER LINE I I Cam' IFSS NG� CNAL -_- INgrEip I r , E SEMENT#9011090521 I ...”..,...6,,,....W o-�-�--- ----- .._7Z___r___ _ - �- - - ..._ I .. EXPIRES 11 27 03 tfi--- k EXISTING WATER LINE I S89° �23"W 492.29 ST _ 19 `01.44 I a ;I ( TO BE ABANDONED ', - ' 217 46' LT, • _ w ! CONNECT IRRIGATION r 1 I I I IN TALL a °� -_ (. I TO EXISTING METER Ct i CLEA ou PER I PER STD DET WADM-1 ,I I -I STA. 17+50.90, STANDARD DET. SSCO-1 ma 1 )X I 217.04 LT RIMS.3•I$ \ w I W al i° I INSTALL , FL ,yl$.93 •v ° ; a I I rn l_ 1 CLEAN OUT PER °° D ,`, " ti D — N N `t' i i 1 0 LF 6"SEWER LATERAL @ Q`.01 MIN. SLOPE 2 . - o �. I I I X I STANDARD D��TA. S ZCO-`1 - ° . .° oo �.P N 1 I I \ , ---, k ,i, c„ ,� X d I I ' ,_______ o 0 o n. ° e Z I 'd ' . . > rl I ! ( _. o i I I I —.mil ,� _ . " I �"-, ,is <( o ___ D Q Li-) '.0 1iii y I I I I �--' \ w —/ 1 ' i [1---- I ll j I NOTE: cn > 00 M ' a. I I I STA.18+53.31 ' ' i ' CONTRACTOR SHALL POTHOLE EXISTING SEWER LATERAL TO w I 1 I 166.42'LT ��� JI MEASURE THE FLOWLINE OF THE EXISTING SEWER LATERAL, Q o d I I ' I I I REMOVE THE EXISTING CLEANOUT, EXTEND THE SEWER LATERAL o �o x I I I INSTALL 19i��1S•' �i ®� r u_ v °j I - .__ _-}� CLEAN OUT PER ': ) STA. • "' - ., TO THE NEW BUILDING @ 0.01 FT/FT, AND INSTALL A NEW CLEANOUT. D a i { M 1 I STANDARD DET. SSCO-1 ° 1771A469-@6`LT �• ' .` aA.�n�-! I p v o I ! s I - 1141 I m ' ;� CLEAN OUT l i I I ; . p . PER STA ' ' I I 0 Z ro i \ o i 1 I STA. 17+50.90, DET SSCO-1 v j' Q n i. IIF"' ( x I I 166.03 LT RIM • ' l, o . i I I I INSTALL ° FL �fa.3S w w rn .,, o ' CLEAN OUT PER . ; 33 LF 6"SEWER 'TERAL 'w �`�, i 0 r, 2 I a �I @ 0.01 FT/FT i: z ~ ,� ' k\ ,; ! �IWM STANDARD DET. SSCO-1 el ,4 ce Q I - . 1 I � ^ Ii N co OIL/WATER rl hy 10 ✓ • I 1 I I SEPERATOR UTILITY VAULT ' � ��`, Z W m q , MODEL 660-SA ° } I I I I a: I } 20+24.38, 160.23' LT T 0 W o • • NOTE /-ILL SEW E R. ii K I I -, j I , EXISTING SEWER STUB Z 0 M S 1 i 1---j - LA? RAL PVC SDR 2 I o �- 4 I W I. I SEE SHT 6 FOR co ° I x ! I WATERL INE 1 _ , , 1 1 X ° 5'WATER i I j ' _� <— < < <- -<« < < <T TT<_ < �S�—E °:-� p a ° ° ° ° , . '° EASEMENT x, ` I CONTRACTOR SHALL DETERMINE LOCATION AND ELEVATION , „ ,_.4___i_ ___ ___ _ i ,________ _____ _ __ _ _ ______ —� 1 °: °: , PRIOR TO CONSTRUCTION E x. P L.'7. 89 ` J I -—- — -—Tti CONTRACTOR SHALL PROVIDE INFORMATION S89 0124"W i .� _. I-i -_ a I E' `N 1' ON EXISTING STUB TO ENGINEER AND CITY o 0 0 t2 c )1 - _` ,+oo ! TO VERIFY THAT NO ELEVATION CONFLICTS ,i; .N•, 0 0 IT — — — — — -- -- — - N . EXIST. I. ' I SE PROPERTY 0 r'l 1 x I ', I :ill) � CORNER=20+00 1 ! I i ° ' i s " ��, — EX MH#409-10 �j lit uf ti s° `, x 2 I ' �� RIM 51.13 2 2 2 Z i I_� _ _ _ --__ --- --—} ----„---x 1 + — _ = "�3p i INVERT 42.83 u u u 15+00 SW PROPERTY 16+� /17+00 N89°06 00 E18+00 I / CORNER= 15+13.92 )1t�i U v SEE SHT 7 FOR WATERLINE 2 `� t. ill4t 44 EllEiii t ILIIII NOTE: A SEPARATE SIDE SEWER PERMITZil IS REQUIRED. 1k EiS L N% poi.4 "4 wizt:1 L'—', RECORD DRAWING CERTIFICATION PROJECT REF; FAC 01-0042 3A.1/e L 7 THESE DRAWINGS CONFORM TO THE THESE PLANS ARE 'APPROVED"FOR CONTRACTOR'S CONSTRUCTION RECORDS CONFORMANCE WITH THE CITY OF AUBURN I ENGINEERING DIVISIONS REQUIREMENTS B ; DATE jD f i$/Tj2. ' J • l APPROVED BY; � Aasovvii....... GENCY NO, FAC 01-042 - TITLE/POSITION 7/- 5 SHEET: 8 OF 8 J (01-000) CONFIRMED BY CITY; DATE APPROVED VV.& INDEX: 01-102-8.4gn JOB: 01-102 ...\dgn\01-000\01-102\01-102-8.dgn Feb.25,2002 10:30:44 PRINTER750.PLT ozD i ? o S' • - y, ` i I I 1 4- 10-'HA+-{NISI ENGLISH IVY CD I:� _______ I >1 I ..,• A•4q�ewVlCl i 2 O.C. 1 x , ,.�YGir OAlef de•eNkgAtai 'I I- JUBILEE FALSE CYPRESS 0 I I 4 1._._ 3-15011/1-1ALL' RED MAPLE giii e� 11' I' I �'� ' ) �`a L. ;, •.'1; '"r' ' ;; '% ft , ', I - VIF3URNUL1 ��'!E _ -__- -lf DAYID VIBURNUM ...r< �� x- — x x x * x it x x x .I - - - - - - - - I v1D �= �;'' r -A s1 D10�' ��1$ �41^ i I tll'tl • 13-'SNOWDRIFT' PIERIS ,46i SPIREA alit .... .... ................. 11- }4ED SUNSET MAPLE - ;���� �oQ • • • �►,HIV I • id�i1 V ---, . 12-'SNOWDRIFT' PIERIS �d1 01 ' �►,� r, { p` in 249-'G'GREEN BEAUTY' BOXWOOD 4-'SHI!®CeI' SPIREA 6, 4.A_ � -`- `k" ' .t)• tittiel r��1>fl 61.0: 112-HEATHER MIX ,gJm'J .A 1� �, 1 P`�4- SHIROBI SPIREA ♦'�l1 ♦)1j►� �Atiko A .-:Aii g 2 i2:..,O.C. (2 LOi S.)i tr,"gt AIL Al& ! AU Aft 044 b o 3 A. . w- 'w• a w'r w •w- 'w• •w', ' -w' :w• •w• w' w, w is w- w• w• t• w'i' w w w• w•: w• .:w• w t w: w w w' w t 4.. •d� i °� C. ..-. �c _Q_s .�_.,�_e_�._�-�c-,�.-,�,-,�-,�,�,-,z,-,a,-,�.-.�,�-.Q.-.�,_,�,_,.,e,_,e,_a,_,�,_,�,o,_,�,_,a,_,�_,o,�,_,;,_,�,_,o,_,�,�_,g,� .;, _. _ -�. _ _ _ _.. ,4-�1 AT MIX .. ..._._. ,,.. ..... ...,....,,._._.... .. .... .....�............ .... .... �i�t'��i _�i�i�:� i i�i i�i i� ��^� �i.� �� �� �� _►�� to �� •. �^ �. �.� �� �t .rfia►b_� .AG.►6�a ids..�G_.6�rSisv,�r•ivra.��1�r,�:�.G.�r!'i�r�..a �ti�►:6.�ra id�r�viv6.�r�►:v,_�r_ .ar�►r �r1�r�G�r6�ib= \Q 13-STELLA D'ORO' DAYLIL i• F+ _ �;� �4 9 21 2' O.C. (22 LOGS.) elk i *.. Ti w L.i �* ........ �,1<�I'►!�" ���� ;Porio.' ',° 3-'JUBIL E"FALSE CYPRES :3 •_. - .., '�, i , Ao E • -a, 1-'JUBILEE' FALSE CYPRESS es 1>tIli �l`.A itviov,' • 6- SHIROBI; SPIREA c N �l 1 - 5m- NANN'S ENGLISH IVY y p1%0 i 2' O.C. . �� 1 !ram i i A `� ��_• i�rJ 1 ., _ -'DAYID' VIBURNUM 0 • / ' I I ( / 4t.. � 8 0 • O cn .,(Ni :t' 2-KATSURA TREE o c < c V o• m .. I I • ; ` 30-DWARF CHINESE HOLLY 2-'FLAME' MAPLE 12' BERM (TYP.) i A O o U -p 2 RED SUNSET MAPLE A1 I I I . 13-'SNOWDRIFT' PIERIS 13-'SNOWDRIFT' PIERIS • I 8-'SI-1IROB1' SPIREA rr1 I e., A `'�"`` 32-HEATHER MIX 4-'FLAME' MAPLE -t: , . 19*, -0 -0 . • ( I •-. -.;r.�T�•, : .`�tre , t(<� iii3odi�ei + `J +��.ff,a��. ^%.f�.f�if-..��� • ».� ;! 2�2 O.G. (2 LOGS.) it JJ -A4 .t ✓ � ._--- '�• f .' 38-'GREEN 1'SEAUTY' BOA g 'g ,! ..�' ✓J✓� ��> ;.♦ J� J r (2 LOGS.) '4 HYDROSEED AREA :I'M& r rr r--r !; ! si�i �...Av crdJ am'lN0 70PDR1=SS) / `-� MAUI "0 ..:;�li, • - \ -----•"'"-1:11-.4 .....,.....wwommorkor vos.Xiewimmostrawar . _..../ 10-DAVID VIBURNUM r't.� Ste••="��v (2) BV WOOD TREE 4,4. O CHAINLOCK • )``.'fie •2 �/►'I jJ STAKES (MIN. 6' HT.) • • - ��� TREE TIES J � j�. �:�� 1 I 14-DWARF CHINESE HOLLY ' J� 6N ✓� '� ...-._........... n t. - 2" MULCH IN BASIN .. . I I 1-'RED SUNSET' MAPLE ;$ 3"� .. _ _ • or* ;. ��I�A� 3" WATER RETENTION DI _. . ... ... ..... r GROU COVER AREASa: I - 7:21AA.i..�� VI M pt \PLANTING PIT :Ilal� OLY( SHALL BE A _' .._• MNIMUMOF II� F71 .1_` r .': �i:�=ROOT- 4 �I 11-11- FERTILIZER TABLETS • I, I " DEPTH �11= IJ•-7f REMOVE BURLAP FROM B IX) 3�-°HAHN'S' ENCsL ISH IVY ��� � 1:�I-11 �'11` TOP 2/3 OF ROOT BALL. TWICE THE \D I it:r I I (' �� ROOT-BALL 12" .r 11=1ial �, 2' O CEO - II ��., 11=11= -- 44 '; ��'� EPTH 2 II II JI Jl7 BACKFILL SOIL MIX r D MIN tla �_��/_ �_ _a , , u I► 11=11 i►_ ►. 11 " ° I • > I - 8- 51-11ROBI' SPIREA �,, b1=11=11: - - II ,11= IN • 1 ,� v M COMPACTED MOUND OF .. I. 1 • I r ':/ BACKFILL SOIL MIX CO < s I .t/ 4'. 8"ROOTBALL 8" M WIDTH , I • .: + ! NOTE REMOVE TREATED 20- WA F C1• HOLLY i j D R ItSE �r p► • 2 TSURA T1!€E .:C' / OR SYNTHETIC BURLAP 1 ,...as�` `/ -K 'Ilin PLANTING PIT- Iir I Pi .hill$fAit:�l� rt. COMPLETELY. i ` ' ' i��• �'�►•���.� 1.� ' SHALL BE A MINIMUM OF 'TWICE ,, ` j j ,• i- RED SUNSET' MAPLE ` _7X•r I•e l ` j. i �:ti��-�r:+►5c �''r �;r THE ROOTBALL WIDTH. • • i-• m '.t ', 8-'DAYID' VIBURNUM Q 12' BERM (TYP-) �, v-. TREE PLANTING AND STAKING DETAILD - ....: ` '1 -• __.__ -'"�' y+ - G 1-'JUBILEE' FALSE CYPRESS �• .� NTS 1 • : ,, , oat to • • .•• _ t ,' / WIDTH VARIES •. • .• : . ,: , REFER TO PLAN c - 1t FINISH GRADE , (INCLUDING BED • �r MULCH) ° � � • / 3" MIN.; REFER TO PLAN FOR SPECIFIC 2" ® SHRUB Atari /" BERM & CROWN HTS. O BEDS, FLUSH Q `_ 12-IGREEN BEAUTY' BOXWOOD 0 LAWN AREA dIID!IIIIIIIMII11111111111111, in Q / (2 LOGS.) gs; 11 _ ....... ... s= r_ - G 1 MATERIAL SUB-BASE • v�A figed Hi ASPHALT :1=- I i r ; r , I s. I , IT I I I I , �`V.O'J.V.C. A r 20- STELLA D ORO DAYLILY �� PAVING NATIVE SOIL ,..�.� W loaf I,•'fy. �,� II (2 LOGS.) Si-HEATHER MIX :: ,:' - O 0 if0 f�t,,A d C CONCRETE CURB OR TOPSOIL FILL - REFER TO llJ `� •••e �,� Ygir •a 21/2 O.C. (2 LOCS.) 1 ADJACENT PAVEMENT SPECIFICATIONS FOR SOIL TYPE i*: i y y er..7 `�• I c; I ��\ ,f,,y�; i p 0%1'.I`.. W° NOTE: GENERAL CONTRACTOR SHALL REMOVE Z 0 �, =�.==. 44.ii,-,—..;'-•% � .� I EXCESS ASPHALT PAVEMENT AND SUB• �. BASE MATERIAL DOWN TO NATIVE SOIL. 1-'JUBILEE' FALSE CYPRESS: 22-DWARF CHINESE HOLLY 20-DWARt- CHINESE HOLLY 9-DAYID' VIBURNUM ' irtgir&li : PARKING ISLAND PLANTER DETAIL 1-'RED SUNSET' MAPLE 1-'RED SUNSET' MAPLE . 4- 5H1ROB1 SPIREA ,r, NTS r . �. I 68-1-1441-A4'5' ENGL I SI-1 I V?' ' I . .. 6 2' O.G. I ••P'• I 1-KATSURA TREE ‘4.-.-: �` • i LAWN EDGE4 11�V I ► .�� CII :lip 1 6" EDGE SHRUB BED .r• rn { PLANT � ( � �� LAWN AREASTATE OF YY NGTON SHEET NOTES a ED (TYPICAL) TRENCH (TYPICAL) O ` N OR TH w • c.s, BOTANICAL NAME COMMON NAME SIZE 4 SPACING e isc'Zi e S ` LAND RCHITECT a 'R 7 FINISH GRADE e 0 e cv ACER GINNALA 'FLAME' 'FLAME' MAPLE 134 " CAL. MIN. 1. Refer to details and specifications for additional information. � '' ei " r wt'' 'I e effre Glander 0 20' 40' 60' r -.-' .)pV, 2. No plant substitutions shall be permitted without prior•approval of Landscape Architect/Owner. 45 , N e- w 3 ACER RUBRUM BOWS-TALL BOWNALL RED MAPLE 2 GAL., 12 14 4•-1•T., €'3 8 P ,, ter- a No. 4os C.M( Away..;: SCALE: 1 "=20,_0„ "44 zn Nr_d w 11 ACER RUBRUM 'RED SUNSET' 'RED SUNSET' RED MAPLE , 2" CAL.., 12'-14' HT., B 4B 3. All work shall be performed to the satisfaction of the Landscape Architect/Owner. _ 90' 3" I I- 5 CERCIDIPHYLLUM JAPONICUM KATSURA TREE 2" CAL., 12'-14' HT., B48 I 4. Plant list quantities are shown for reference only. Contractor is responsible for verifying all PROJECT.REF_quantities in list with actual Auburn code requirements, and installing plantings per the CHAMAECYPARIS N. JUBILEE JUBILEE FALSE CYPRESS 6 MIN HT_ � � landscape plan- Groundcover quantities shall be adjusted as required for field conditions at the e e • a �- specified spacing. LAWN T c r • S LAWN EDGE DETAIL ,.:. ., �Hrs�:.� SHEET REFLECTS THE CITY CF � � co 299 BUXUS MICROP+�YLLA JAPONICA 'GREEN BEAUTY' 'GREEN BEAUTY' BOXWOOD 1 COAL. CONT., 21/2 ' D.C. CONTINUOUS OUTER ROW OF .- , ,. a �It.BURIVsM,nirr.�uMr�►�CSCAPttiG NTS • ,'ePe r! e MULCH RCQl1iR r:?ENTS PC) : AREA FOR SPACING PLANTS SPACED "X" ON CENTER "'r�h- -� a •'• "''' t� '{�";' "e z lL ' ' ' ' ' ' " ' ,,IV ' ° e �, e WATERING BASIN BERM +> 181 HEDERA HELIX HAHN S �-IA�-INS ENC�LISN IYl' 4 POT 2 D.G. ADJUSTMENT AND SET BACK FROM THE "t`; 3" a 111 PLANTING BED EDGE 2/3 "X" ,, _.- ,I. ."' A�ptOYed ey: �..� F } 33 HEMEROCALLIS 'STELLA D ORO STELLA D'ORO' DAYLILY 1 GAL. CONT., e 2' O.C. + 2/3 "X" ' ;- PLANTING PIT "'-�='� Q� v 10e ILEX CORNUTA 'ROTUNDA' DWARF CHINESE HOLLY 2 GAL. CONT., 21 2 ' D.C. + '%Y' ' MULCH SHALL BE A ROOTBALL �Ii=�I�I f11llI1I• FERTILIZER TABLETS, r, F"' Q cil �- bete Apprnvad: 3. '0Z �7..� - 1 + r EDGE OF PLANTING BED � ' �"► DEPTH ill.0 MIN. OF TWICE �I L_. 2"-6" DEPTH n43 PIERIS TAIWANENSIS 'SNOWDRIFT"SNOWDRIFT' PIERIS 5 COAL. CONT., 3' D.C. + THE ROOTBALL6" MIN. II.0 II- PEEL BURLAP BACK `--�ei { DEPTH • u�. .".- i rn o C �;'1- FROM TOP HALF OF �F' ""11 52 SPIREA JAPONICA 'SHIROBANA' 'S�-1IRO I ' SPIREA 5 GAL. CONT., 3' O.G. + +\/+��+\ + + + + "-- °r r•� uIII ii a—II'hI W II-� +?%,:M1 air=7411: I -, FROM TOP AF1ER IFT 0 a) _%, ex::::::::: L�l RppTgµt PLACING SHRUB IN W U II- ;'• ROOT BALL/POT t`o O &� VIBURNUM DA1�ID11 DAYID VIBURNUM 5 GAL. CONT., 4 D.C. \+-+-+-+-:-+-+ T / C� ff`.�f`?}; lli DIAMETER PLANTING HOLE U? -? r /\/ > - /\ ��/// Ilr II (REMOVE COMPI ETFLY -d h �Yy- >r ,1 '`"•`•'`" 11'-' BACKFILL SOIL MIX 6 6" IF FIBERGLASS OR rr�� "'a" • �� MIN. MIN V 1 �'+ 0 \_2/3 "X- ' II— TREATED). RECORD DPA V hNG CERTIFICATION cU N m I ar . 1 215 - HEATHER MIX EQUAL QUANTITIES OF EACH TRIANGULAR SPACING WITHIN 1..11=11.=11111* 1 FERTILIZER TABLET PLANTING PIT BACKFILL SOIL MIX ' ` a i"oa ! ' 1/ PLANTING BED SHALL BE A T GS ^ Cs) Ca ERICA CARNEA SPRINWDOD PINK SPRINGWDOD PINK HEATHER 1 COAL. CONT. 2 2 D.C. THESE D>;�V01h'aa Gr�FC}FuW;0 THE MINIMUM OF �. V J SPECIFIED PLANT SPACING="X" CONTRACTOR'S C�}�4$rhlUw;T7ONR( CC�RI..0 fY ERICA CINERA ' C.D. EASON' *'C.D. EASON' HEATHER TWICE THE ROOT- INDIVIDUAL PLANTS REPRESENTED AS:+ 3" 3" BALL DEPTH sheet _ BY SATE 0 co 'CALLUNA VULGARIS SILVER KNIGHT' ' SILVER KNIGHT± SCOTHCH HEATHER --- -- PLANT SPACING DETAIL GROUND COVER PLANTING DETAIL SHRUB PLANTING DETAIL :r7LEir'OS1,?0,'v. _____._ z L— 1 NTS (2• & 4" POTS) NTS (CONT., B & B) NTS CONHAWED 6Y CITY: DATE ... of 2 C: \CAD\PROJECTS\11004LS1 O ) O 170g i'.) 1 'ti:F -f- I 1410;4, IP OF -IF,. i'::r �• ` +� ___. ., ________�I e � I \ RRIGAflONSHEETNOTES BOX N TURF A DVALVE BOX: REFER TOLPAVED 1 r... I r" �� OR SPECIFICATIONS AREAS (1" BELOW LIP IN x 3 / 1 } �/'/ 1 i.____ _ __ ___.• ____- __-.., ____ - ___ _J...- \a', ;���`a �.$ ._-. _. _w. I ALL OTHER AREAS) \ 1 �fi r j *"� t� `'ss VALVE BOX COVER 8` r � � '� J =� 0 - ' 'mot -> — — —' :_ i — — — — — -•_ — •• _-•' "-- .— L � —- — i • • X -- _. _._...._. 11k(I1 x €# 3 I I Il 1 € l E# I 1 3 I 18 a i I i " • i. , { y a te • 1 t ! I I I I I 1 1 '' , 9 r , •,'; r# ! i 1 ` I a D A A C F.) F ;, ; A� I I BR ON ZE BALL a I I I I [ I , 'Y. ._ I s ( a € • VALVE t 1 € I $ I I I I 1 I 1 I �S � *' lx /`+` `j Y � � � ! 42iIi Ir F1 I ' € E 3 1 3 4 '. X': `� :tr A om ; <—..• L 1 1 ".yX,jC< � ' € g � '_ _ I f, 1 1 I 1 1 i I I $ 1 I k i 3 p I I , �$,. \ 1x`C ■.i I.1 , 1 a'ai� , ! I I I I I ! ! I I I I I I ! ;x . ill - ao _ � V — VI _ - j x 11_ ,I _ . a sa1 I 1 I I Ia I FI 1 I I I I I ! ti Y x>7 F` x z` >: ;F k'x v�YX I I ir ♦ s x`xu2f%a a�' �� .��ilaA►+ * v' aa a i . _.. _... i Y"rxxr a^ � a � f t }~ 4" M IN. GALV. N IPP LE 2S5 1: r J BRAS DIELECTRIC• TRIC U N ION " 1 _ x �l w_ — — - t._- x r I ! ! I ! I I ! I I ! [ I ! I' xx W,a PVC MALE ADAPTOR xt ' # �( £ / PVC PIPE 11 fff j r «Y? ' € a I jj X ; I I F I i I I I A • ti C �' 4 I 3 ; a ` * I # I a I # i a a � CXN am� } .t � a�fi , X BALL VALVE `; ` X�xX u_ I k 3 I l I ! # i I I 1 i 1 r' �- • - � i> , e�? 11 xx*: r t.ira ',,..'"..-/.: NTS -t la RA l J I _ � �� � . _ [ M -. € _ �`l f. �xh' QUICK COUPLER .£� _ 1 <'= CURB OR -0-ti 'ti3 (,� '0 • 1 ---- ----- I --- -- I FINISH GRADE 6" EDGE (TYP.) • I a I 1��.. \ �c EDGE i%ip�����lis o 0 • ti € 7'` f I I I I / � /' .._ -r .. ti 111.11'1 �� 2 j 0111 .,, • -€' III€I Ill 1 �y r j'�C t y¢s r C a i I ;g r. -0e I� SCH. 80 PVC NIPPLE TXT I _m _ _ _ _ A fug y'ixxyYa�� � x x 6 3 I ! a F I I € I nr --.,, .. LOCKABLE l • I I I I I I I I I VALVE BOX LENGTH AS REQUIRED 1 I ix Jt " 1 I I I I I 1 I I I 1 „ ` 1 SCH. 40 PVC COUPLING TXT l l I ; a<f i l i I i I 1 1 1 I -‹•. I �,, --L_ i 2-STA»4.ESSj j v x a t F F t a t t txxY. SIL L WORM- f SCH. 80 PVC NIPPLE TXT t o0 0 �I 'o g SCH. 40 PVC ELBOW TXT • • € a �:.•^f x { :i A '�A.� �jF':L`t ` -'•`Y .�°K .� 1`tA I Ct o _ 1 xX� I i i I I I `.�• I x �,r"'r f .:-";/- - rx GEAR CLAMPS o t- o .C'ifl� r• `Y.: _fit,,r'ti s�.t�A Xae - ti ,. F a x ar' I I 3 i c Y �- i r. z r.Io c �• ® - 2-SCH. 4O PVC 90 I _. _• F .... . ...-- -Q it .. STREET ELLS <'dK 1 Idie I I `�• 1 1 AMETER STEEL l �� SCH. 40 PVC € i I ROD 30" LENGTH MAINLINE FITTING • - --- 1 I SCH_ 80 PVC NIP. i N _a --e al • i• ���y QUICK COUPLER VALVE a:Ct4; f NTS I _ _ w _ 441C • WALK OR CURB ._ _ _ _.. -_. y I I C.� I CO I ` I l FlNlSH GRADE m{ lam I I F --------1} 3" i 1 " I Z D„.......____ _____.....,_____ I 1 1 FINISH GRADE AT LIP OF SS VALVE BOX: REFER TO BOX IN TURF AND PAVEDUS I 1 III IIII i =JIId I 1 Lill x f IRRIGATION SHEET NOTES AREAS (1" BELOW LIP IN c E II I I OR SPECIFICATIONS ALL OTHER AREAS) I i IIII=�I',_ _ 1Y SPRINKLER BODY fl • - -.F-OG LOG4 fl-4D METER ..�1.-":743'..:".''.....':4-;.;;'''..."-4114$4'' ----- i - ---- , ice, x';, I�� SCH 80 PVC CONTRACTOR TO VERIFYYTY1 VALVE BOX COVER l •� t;` NIPPLE(USE SCH. 1 1 j ------ ----- l a :r t STREET 40 & 2-MARLEX 40 NIPPLES IF RAIN- __LOCATION ES I -"-"» '' j / STREET FI 14 1111g40��I OCAT ION AND SIZE �� ,7' POP—UPS3OAR0 EEUISED) _ _ a _ al _ �_ IT I •• 1110111P-1111° • "�1111-III-Ili f a \�_.- i SCH. 80 UNION W/ ��. r{/ \�1 r I "'" BRASS ASS INSERT �•I - ( r / f� 'R� fl 1'g_A ! t i i I 1 1• fll€� • -GALV. NIPPLES ��I �.�: DE, . ` / a nn93 r r1 i / • y� / I I -------llLATERAL LINE FITTING [I 1 LI L 1 aa§ t I • I $ Q irr \� =---, I rr I r ' I I I I a I I -t- di I - �NN _/! s. rPOP—UP SPRINKLER ASSEMBLY o • IJ r rf ` r' . I I I I I I M Yi I I I. I I I M € _ o00 6• ,, MIN. o 0 f' [ # o NTS a ,ec g I CLEARANCE gi ,�'•aJ`r,,�' JJ —,..__...a...t- ,........g...,.-...M.-j...:....._,..a.1»..--1-......._,..I.,........... ...,..._:...._.....__.... ......�.._.. r ��¢ xt...3 ' o Q 0 �� ,- r '� :#' I l I 2 I I 3 ,' lei��`','� Ax{'` 0 0 — J ,r rr J fr'' € # I I I I I PVC MAINLINE o 0 ? f I = cP O Q BACKFLOW PREVENTOR o J' rr I I I I I I I ., I { • r r{ • I . I I I } - - - i ! PEA GRAVEL {INSTALL MIN. I r/ ' r' rr I I 1 I I I I I I 2 CU. FT. BELOW BACKFLOW r�'JJr r rr/ ---,._...,, I -4-- _... I_ ,_.. .I _...._......,.,.....,.- I 1 1 I I : PREVENTOR) 1r • I P 1 t I x` 4zl '` rr' 'err' I I 1 I I I I f 7rti� '`'' `{ ` ` I } 1 I II r ___- _ F F F 3 F z ,. F F F F F DOUBLE CHECK VALVE '�_ -( /- I I I I — Yf R I a �> Y f •` f 4 I I r ! 1 I I';X 1 € •,�. I Sil l' NTS +,• :f=fry ' , Y-J�.P i g 3 RF " e ``}(I'.Yan; l 4 `t'14 `�} ` `r,,... !' f f'j `.,. �_:.:, .....r 1 3 ' 1 I ,'d'' .~� I.e1,4 i . T 1 I +.<i)% t- j, .. rr / '/fr'. r_ 'A7rA .r •.X,i.! 1 1 1 i - ,.-.K�'l .=d :E I ! !'t; F' J f I - S FINISH GRADE r /' f e i I I , i a F RAINBIRD #63100 I ,, // VALVE MARKER / 0 I {''. J' =IIII_IIIMIIII-IIII illi_IIL IIII IIII=111 f I I i I I II I I I I I I I I I I I ! . _, pl r aa 1I 1 I s I I 1 =IIII Ill@I11'_ -Illf_IIII 9MIII_I it 1111aai 2" PVC CI FFVE I i III WILKINS #200 3/4" (OR EQ.) all '!/ ,.r`/f. ` I I I I I I I I I a��^ I I I I I IIlii BRASS ANGLE VALVE WITH *X • Jr rr irJ`f I I 1 I 1 I I I I I II MAIN LINE UNION. INSTALL AT ALL , r '`` / '/{J I I I I 1 I I I I I I I ( 1 LAlt�l AREA CTYP.) I -- -- J wi--- - - - I - s, xt REDUCING TEE . MAINLINE LOW POINTS TO / te �r r�/'j ' ... ._ __ »..—t........_ .I — 3. _ ..I a a 3 3 l i I I t 1 1 l l I 1 € I I 1 S I I i I I I I 1 i j F 1 c,� xyac ` ! FACILITATE COMPLETEF rr� / IaJ r; r, l I— I I 3 I I I I ! I € 1 I I i 1 I I I 1 I I 1 1 I 1 1 I a I I i 8 €� # l I I ! ' .. MAINLINE DRAINAGE_ r f f r` I 1 I I 1 ( • I I I I 1 € I I 1 I I 1 I" i F I I a I 1 ( 1 I I I 1 I I I 1 I I 1 I i I I I I 1 I I I 1 1 ! I 1 i # I '`'I I I I 1 I 1 1 I I 1 1 I I I I ,� ?` I � � �I g i f r< I € ; I ,� , f J• i l I I I 3 I I 1 1 I I I � ! I ( � # 1 1 ; I 1s I l <hY � o r e a 8 1 1 I I / I i I I l I I 1 1 I # i I I I I 1 • r, `-. ,c,e 3/4" CLOSE NIPPLE o _ 3 E 1 4 I i 3 i 1 � 1 i I r' ij r r � .Yam"..,-..�, ,r /I f r• f f• J {' �• J f J• y ff ,/` / Y/ f J //• 1 f J } / Jd cpi 1✓ o / r' r' ,+'y f / �r� r,r �r / ff � e'J r J' .rr JJ, �r" 'f'r, sr f, ?� J Jr r j . r J r i rr %� f `r J� o / '' �.r ''rr ,r o 1 ! r �, r ram, / r,- ,r r` / O' .r'3 � J PROTECTIVE �°''"� r` rF 1 r` r r ,} ,r r-r � !'r J / � . �f j�fr .t. � r''r rr / , + ,+'r _ r`f _ ._.e d'f. _..._,e' .f... r..... /..:...r _..a c ., .i-f ! y ,r r J ,_'' � . ,.,.: , •! J r /._., __ .__.�_._._.._...r'' f` : -• «.. ........... .... _. ._ .c'.... _f__{ __.1_....r,_._.e: _e_ .,t: ..__.,,<._1_r�.c_.. .!' .f I PVC NP#'LE . i SPEC IF I CAT I ON 5 GRAVEL SUMP I o a ci4 ■ (2 CU. FT.) o o r p1 Ao CSJo }-1 V o • 1. Provide a bidder-designed automatic underground sprinkler irrigation system that conforms to 11. All irrigation equipment installations, electrical and plumbing connections shall be made in • these installation details and outline specifications. accordance with all state and local codes. 12" MIN. 4 ag7 ct 2. This system shall utilize 4" and 6" pop-up sprinklers in all landscape areas. These sprinklers 12. Contractor shah include in his bid one Fall winterization and one Spring activation a irrigation shall be equal to those 15 series nozzles as manufactured by the Toro or Roinbird companies_ system. These activities shall be included as part of Owner orientation procedures. Any MANUAL DRAIN VALVE ASSEMBLY rn ; ft� All sprinklers shall utilize swing joint assemblies as detailed. Flex-pipe shall not be allowed. damage to the irrigation system or the landscape as a result of failure to comply with these requirements shall be the sole responsibility of the Contractor. NTS }� 3. Head to head coverage shall be provided for all landscape areas_ Single head coverage shall NOTE: ALL WIRES TO BE INSTALLED AS PER LOCAL VALVE BOX COVER WALK OR CURB not be allowed. Precipitation application rates shall be uniform within any given zone or station. 13. Contractor shall guarantee in writing on his company letterhead all materials and workmanship for CODES, NO "IN-LINE" MIRE SPLICES ALLOWED. FINISH GRADE 3" CD a period of one full year following acceptance of system installation. TAPE AND BUNDLE WIRES EVERY 20 FEET. FINISH GRADE AT LIP OF ^ cll 4. All piping and wiring under paved areas shall be housed in class 200 PVC sleeves installed at on PROVIDE EXPANSION COILS AT EACH VALVE - BOX IN TURF AND PAVED 18" depth. Size sleeves as needed to accommodate pipe and wires. Remove and replace 14. Bockflow preventor shall be inspected and tested by a certified b-ackflow device inspector. Provide WRAPPING WIRE AROUND 1/2" PIPE 15 TIMES. AREAS; 1" BELOW LIP IN - - (Y ALL THREADED CONNECTIONS SHALL BE MANE SCH. 40 PVC TEE J... ALL OTHER AREAS •=IIII=1tll IIII Ills III IBI IIII Hli .' U existing asphalt paving where required. Owner with one copy of approval certificate. WITH TEFLON TAPE =_IIII IIII IIII IIII IIII IIII I .. / v 1" VALVE BOX; REFER TO IIII IIII I Loos I IIII IIII`_ w c#� o shall be housed in Nelson, -IIII= pm t. IRRIGATION SHEET NOTES =-=IIII = 5. All manual, gate and electrical valves and underground equipmentSPRINKLER BODY rii II= /�` � o 271 IIII IIIEIIII_1 0.1_111N AND OR SPECS _ �—i Ametek or equal locking valve boxes. nI lui IIt_r �11_lli1= 1 / KING BROS. 'r•> o '� l_ 1 4.ii En iillEi 2-SCH. 40 STREET ELL 1 2" AUTOMATIC 111111°-- 6. No on-line wire splices allowed. Supply valve boxes at all electrical junctions. Tape and bundle ELECTRIC CONTROL VALVE o r �i Q BRASS DIELECTRIC UNION SCH. 80 PVC NIPPLE BRAIN VALVE oo w wires ever 25 linear feet_ \� � ST1' ! ' SCH. 80 PVC NIPPLE oo - O (8" MIN.) fey\sJ ( )y i f TON CLASS 200 PVC PIPE / - T.. I ' 6" PROTECTIVE • �' ' N V N �o{ ■ -_ SCH- 40 PVC & FITTING PVC SLEEVE o I7. Contractor is res onsible for cam lete s stem draina e. Install Kin Bros. 1�2" automatic drain 1 �/ ,: �i:'== ��'�' € TO SPRINKLERS i1� �� (�$ SCI1• �, o t �m� P P y 9 9 r` ,�; ,� ARCH .■' o 4 STREET ELL rilli* GRAVEL SUMP © I �. C� o w r, valves at lateral line low point(s). Install manual drains at all mainline low point(s). �, 1111 �' 8 2 X 4 CEDAR BLOCK o C) yam '"i '- 2 CU. FT. DRAIN GRAVEL e - 0 o rT ' ,d p _ ��� ,) TAPE AND BUNDLE WIRES '� o� o g • ^ IN' 8. All threaded pipe connections shall be made using TEFLON tope wrapped at least three times I Gander LOW VOLTAGE WIRESo J ` I -` — — —� W l!1 "-- ground pipe threads. tro 4(!.5 SCH. 80 PVC NIPPLE; NOTE: LENGTH AS REQUIRED (� �('4 ,- aoS 1 CU. FT. DRAIN GRAVEL NOTES: INSTALL.AT LOW POINT(S) / �I 9. All gate and electric valves shall be installed with unions on the downstream end of the valve BELOW VALVE SCH. 40 PYC FITTING -USE TEFLON TAPE FOR ALL THREADED PIPE CONNECTIONS. EACH VALVE LATERAL 12" MIN. (refer to details; PVC unions not acceptable). NORTH -NIPPLE AND STREET ELL DIAMETERS SHALL EQUAL INLETLINE SYSTEM TO FACnJTATE PRESSURE MAINLINE SIZE ON SPRINKLER. COMPLETE DRAINAGE. • 10. Contractor shall provide Owner with one set of AS-BUILT record drawings showing exact actual tiisheet locations of all sprinkler equipment. Contractor shall orient Owner with complete system and controller operations, and winterization procedures. iiiii-I. T!riliiiiELECTRIC CONTROL VALVE GEAR DRIVEN ROTOR AUTOMATIC DRAIN VALVE 0 20' 40' 60' L— 2 NTS NTS NTS 0 SCALE: 1 "=20'- :O"" m of 2 C: \CAD\PROJECTS\11004LS1 0x 0 1 7e