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01D1598
COVER SHEET A PORTION OF N.W. 1/4 OF SECTION 12, TOWNSHIP 21 N, RANGE 4 E, W.M., AUBURN, WA CALF. AFORE YOU DIG: 1-800-424-5555 ZOn 0 ZONE R1 OF 5 COVER SHEET R2 OF 5 *AA STREET N.E. - FMADWAY IMPROVEMENT PLAN R3 OF 5 AY IMPROVEMENT PLAN A SOW I N.E. -ROADWAY R4 OF 5 "A" STREET N.E. - ROADWAY IMPROVEMENT PLAN R5 OF 5 "A" STREET N.E. - STREET LIGHTING, CHANNELIZATION AND SIGNING PLAN T1 OF 1 TEMPORARY EROSION/SEDIMENTATION COS PLI SPECIAL NOTES: 1. ALL IMPORTED FILL MATERIAL WILL ORIGINATE FROM A SOURCE APPROVED BY THE CITY. 2. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE TO REDUCE DUST EMISSIONS DURING CONSTRUCTION ACTIVITIES AND SWEEP ALL AFFECTED PUBLIC ROADS TO REMOVE MUD DEPOSITED DURING CONSTRUCTION ACTIVITIES. 3. IF ANY ITEMS OF POSSIBLE CULTURAL OR HISTORIC SIGNIFICANCE ARE ENCOUNTERED DURING CONSTRUCTION ACTIVITIES, WORK SHALL BE HALTED IN AN AREA LARGE ENOUGH TO MAINTAIN INTEGRITY, AND THE CITY AND STATE OFFICE OF ARCHEOLOGY AND HISTORIC PRESERVATION AND THE MUCKLESHOOT INDIAN TRIBE SHALL BE IMMEDIATELY CONSULTED. RTHWORK OUANTITIES: CUT: 0 QY. FILL: 9,000 G.Y. NOTE REFER TO EOTECHNICAL REPORT DATED 6/96 BY AGRA EARTH AND ENVIRONMENTAL. INCORPORATE THIS REPORT INTO THE PROJECT. ZONED PROPOSED TYPE I CATCH BASIN ■ ENGINEER: PROPOSED TYPE II CATCH BASIN 0■ BARGHAUSEN CONSULTING ENGINEERS, INC. PROPOSED CORRUGATED POLYETHYLENE PIPE CONTACT NAME: DANIEL K. BALMELLI PHONE NUMBER: (425) 251-6222 EXISTING TYPE I CATCH BASIN ❑ SURVEYOR: EXISTING TYPE II CATCH BASIN C EXISTING STORM LINE - - - - - - - - BARGHAUSEN CONSULTING ENGINEERS, INC. CONTACT NAME: F. MICHAEL HOTES PROPOSED SPOT ELEVATIONS - PHONE NUMBER: (425) 251-6222 EXISTING CONTOURS ARCHITECT: PROPOSED SANITARY SEWER MANHOLE DORBTRITZ ARCHITECTS CONTACT NAME: JOHN DORBRITZ PROPOSED SANITARY SEWER CLEANOUT • PHONE NUMBER: (310) 455-1264 PROPOSED SANITARY SEWER LINE EXISTING SANITARY SEWER MANHOLE 0 EXISTING SANITARY SEWER LINE -�-- UTILITY CONFLICT NOTE: CALMON: PROPOSED WATERMAIN 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. PROPOSED WATER VALVE 04 THIS SHALL INCLUDE CALLING UTILITY LOCATE CAD 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 PROPOSED TEE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION, IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN PROPOSED CONC. BLOCKING ♦ CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. PROPOSED 90' BEND TI CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE PROPOSED 45' ,� WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND BEND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A FIRE HYDRANT REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS S� MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. EXISTING WATERMAIN -WIC- - WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES EXISTING WATER VALVE PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. EXISTING FIRE HYDRANT lc� P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 STANDARD PAVEMENT" UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND PROPOSED CONCRETE AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. KPPOJ 6292\ENGINEERING\62922R01.DWG Date/Time: /14/1999 16:54 Scale: 1=100 Jason Xrefs: Z6292-SR,Z6292-T,Z6292213R, INSTRUCTION SEOUENCE/PHASING SCHEDULE SEQUENCE/PHASING SCHEDULE 1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF AUBURN OFFICIALS. 2. FLAG ALL CLEARING AND GRADING LIMITS FOR PROJECT AS SHOWN ON THE PLANS. 3. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. 4. INSTALL TEMPORARY FILTER FABRIC FENCE AS SHOWN ON PLANS. 5. INSTALL PERIMETER INTERCEPTOR DITCHES ALONG THE PERIMETER OF PROPOSED WORK. 6. PROTECT ALL PROPERTIES ADJACENT TO THE PROJECT FROM SEDIMENT DEPOSITION. 7. NO RUNOFF IS TO LEAVE SITE WITHOUT TREATMENT. 8. CLEAR AND GRADE SITE AMEND E.S.C. FACILITIES AS REQUIRED. 9. WHEREVER CONSTRUCTION VEHICLES ACCESS ROUTE CROSSES PAVED ROADS, CARE MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) ONTO THE PAVED ROAD. IF SEDIMENT IS TRANSPORTED ONTO PAVED SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. 10. WITH EACH LAYER OF FILL MATERIAL, INTERCEPTOR DITCHES AND T.E.S.C. FACILITIES MUST BE GRADED AND MAINTAINED TO PROVIDE POSITIVE SLOPE FOR DRAINAGE TO POND. 11. ALL DISTURBED AREA AND EXISTING DITCHES WHICH HAVE BEEN EFFECTED BY GRADING OPERATION SHALL BE HYDROSEEDED (UPON COMPLETION OF GRADING ACTIVITIES AND IN ACCORDANCE WITH GRADING AND TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES. 12. CONTINUOUS MAINTENANCE AND UPGRADE OF T.E.S.C. MEASURES INCLUDING DUST CONTROL SHALL BE PROVIDED AFTER FILL OPERATIONS COMPLETED. 13. STABILIZE/HYDROSEED EXPOSED AREAS. 14. INSTALL UTILITIES PER APPROVED PLANS. 15. PROVIDE CATCH BASIN PROTECTION ON ALL NEW INSTALLED CATCH BASINS. 16. FINE GRADE SITE AND PREPARE FOR PAVEMENT. 17. FINALIZE UTILITY AND PAVING CONSTRUCTION AND CLEAN ALL UTILITIES AS REQUIRED. 18. INSTALL LANDSCAPE AND LIGHTING FIXTURE FOR THE SITE. 19. MAINTAIN E.S.C. FACILITIES UNTIL ALL RISK OF EROSION/SEDIMENTATION DRAINAGE HAS PASSED AND PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT-LADENWATER INTO STORM DRAINAGE SYSTEM. TEMPORARY EROSION & SEDIMENTATION CONTROL FACILITIES CAN REMOVED ONLY UPON FINAL SITE STABILIZATION AND APPROVAL FROM CITY OFFICIAL. 20. COMPLETE INSPECTION/ PUNCHLIST GENEFAL I NOTES: 15TH bs z oQ R S E3 W a 1OTH ST 8TH ST. N.E. a. a U..i w rA J Z m 4TH ST N. _ VICINITY MAP/HAUL ROUTE N. LEGAL DESCRIPTION PARCEL #072105-9031 c 0 .T N CL' W W W W W W cr_ X Of of x C0 U U U U U W LJ W W LJ J� w M w 0 w C) w >. LL�LL COw 0 Qo-OfOfofr U Y Y Y Y a mm®mmm xY �mmmmm �`1 Y Y Y Y Y im M 0 M 0 U U U C-5 0 U 00��� C:) W ~ (0 Lo n N o z ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE CITY OF AUBURN, KING COUNTY, STATE OF WASHINGTON, Ir- 0 BEING A PORTION OF IN THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 12, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAME7E MERIDIAN, MORE PARTICULARLY DESCRIBED AS FOLLOWS: U Z A DEDICATION AREA FOR PUBLIC RIGHT-OF-WAY FOR ROADWAYS AND UTILITIES, APPURTENANCES THERETO AND N MAINTENANCE THEREOF, IN, ON, OVER, UNDER, THROUGH AND ACROSS A STRIP -OF -LAND 60.00 FEET IN WIDTH, (0 30.00 FEET ON BOTH SIDES OF THE CENTERLINE DESCRIBED AS FOLLOWS W ( "A" r. BEGINNING AT THE INTERSECTION OF THE CENTERLINE IF STREET N.E. AND THE CENTERLINE OF ®I 14TH STREET N.E., SAID POINT BEING THE TRUE POINT OF BEGINNING OF THE HEREIN -DESCRIBED 7m >, Q RIGHT-OF-WAY DEDICATION AREA; a- U 0 THENCE, ALONG THE CENTERLINE OF A STREET N.E., PARALLEL WITH AND 30.00 FEET WEST FROM °'" W ` W THE EAST RIGHT-OF-WAY LINE OF "A" STREET N.E., SOUTH 00'40'59" WEST 1354.47 FEET, TO THE L; z CO (� v NORTHERLY LINE OF 10TH STREET' N.W. AS DESCRIBED IN KING COUNTY RECORDING N0. 9803252078, W � AND BEING THE TERMINUS OF THE HEREIN DESCRIBED RIGHT-OF-WAY. 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," 1998 OR LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE STANDARD CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION LOCATION 5. LOCATIONS SHOWN FORE LOCA ON MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE *ll01�"aD7=N-0 VERTOL DAM: CITY OF AUBURN BENCHMARK: BM-26U ELEVATION = 65.89 TOP OF BRASS CAP @ CENTERLINE OF INTERSECTION OF 15th ST N.E. WITH 'D' ST N.E. BASIS OF BEARING: PLAT OF "RPM -AUBURN" AS RECORDED IN VOLUME 126 OF PLATS ON PAGE 84 AND 85 SITE ADDRMS INTERSECTION OF 10TH STREET N.E. AND 'A' STREET N.E. IN AUBURN WASHINGTON AGREEMENT I Z J 0000 0 C) > 00 C�ZWoTo C() 1: n f- w Uj S J � UC\l _ d AND TELEVISION). V 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON AN AGREEMENT WITH THE CITY IS REQUIRE ` EXPIRES: I•0.0& � THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY REGARDING SPECIFIC SIDEWALK DESIGN ON\ HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW THE EAST SIDE OF "A" STREET BEFORE 672 F� i CONSTRUCTION OF THE SIDEWALK CAN BEGIN. .< S FSSX PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. DNA L 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON EXPIRES 9 23 01 THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS A SwBUIL T AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO Record Drawing Certification PROJECT REF. FAC#0024-99 PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR THESE DRAW/NGS CONFCIYIN TO AN AS-BUIL T SURVEY PERFORMED UNDER MY DIRECT SUPER NEGLIGENCE CONNECTED WITH THEM. VS N v o 0 c O_ U < N II w z o r > m v �, _ 3 U o a� = cn Ld U U z j z� O zg cwn W J Q ZD x `t z W W Q N n N N Z � o � z Z 00 07 nl CD 00 > Of w N <C r - Ld z LO Ln CD cl-I, w T) u7 N Z w!L N N J� Y00 U U) IO ' These plans are approved for conformance with the City of Auburn's Engineering Division requirements. / B Date '�/ y Title/Positian DIRECTOR OF SURVEYING rJ _ Approved By:-��'�"�"r"r"�� w E N Z 0 � o Confirmed by Clty: Date Date Approved: -,,1 Ste.„...,�, o V) IL I�I I( I CALL BEFORE YOU DIG: 1-800-424-5555 I i . I ill I r=201 IP1 IALL: &LAND TA. 10+65.5 MOVE EX. 12" CAP & BLOCKING. IOR TO CONNECTION TO EXIST. 12" W.M. NTRACTOR TO FIELD LOCATE VERIFY VERTICAL AND HORIZONTAL CATION OF EXISTING WATERMAIN ADDITION, THE NEW SYSTEM SHALL BE STED AND APPROVED BY THE C.O.A. RESSURE, PURITY AND FLUSHED). EX. SSMH �' SOUTHET CORtVER REQUfRES RIM=66.67 I �' DEDICATION OF ROW FROM IE=59=58 10" N IE=59.77 10 S I 1 I , I , I ;n•�^" I Ir f THE WEST PROPERTY AT THE if a +'' TIME THE PROJECT ON THE MW OF A STREET IS DEN1115LOPM �I I 50 �~ EX. CB j RIM- 65.8 'I NEW IE2"g2,8B l "A" STREET N.E. ROADWAY IMPROVEMENT PLAN IE=58.86 W/ 8" PLUG 19 LF 8" PVC SS O 0.50% •P'G :. M'. :n tT d'v IE=58.96 10" S' W) IE-58.66 10" N) IE=58.81 10" E NEW IE=58.76 (8" W) NEW RIM-,.67.63 M' S 00'40'59" W EX. SSMH 608-0 30' WIDE COMERCIAL RIM�65.80 DRIVEWAY TYPE "C" PER INSTALL. IE=57.63 10" E CITY OF AUBURN STD. STA. 14+56 IE =57.60 10" N DTI STDW-1 AND STDW-3 1-12" CAP (MJ) IE=57.89 10" W STA. 14+45.65 1- TEMP. BLOWOFF ASSEMB Y tE=57.93 10" S [ PER CITY STD. DH. WABO-2 NEW IE= 57.70 8" E,W) ■ NEW RIM- 67.69 665.0 �38LF12"CL52D.I.W I'E=57.79 W/ 8" PLUG 1 18 Lp 8" PVC SS ® 0.50% ■ W �J w w w i W _ tk- V V V :.i U W m [r I..w W �Q- w a w tL w a w v, r(L MLJ t 1pV in Lj 00 LIJ D LLJ 5D w in 0 �/ !...... . i :.; CATCH BA CTtOhi _ __- !� " .,CD m m m m m xb ., .: Q7°C: `-$ fy}fV�7.... _ ._.. OO 4- IE= PL g, } _. Q: -. _ _ .._ 0 , 63.3 5�s1tW�...8; �G -0 0 0 0 o Y PLANS FOR SEWER DESfGt =.._. _ .......... I! l / ' ��-o _ 1 - `� — _ �- - :: —.. -. _ - _..... L-1A"x6=_TES-(1"V;vL) .- . _ ST 1.7.:z 2 TEE Al.L _.. _ .. / _ _--�-�-�,r'r 1.-6 GATE' VALVf-(FtxMJ)... % 2-12 `.GATE VALE LxMJ r J rn R 35 r -- • -- _ . - 1-nRt RSS'Y`-- — — _ , ■ � .. : APTOR (� • Z \ N N ,, y I (I�I� CONC. THRUST BLOCKING CON `THRUST CN LOClING ,�.�•`• STALL'! ( F Cr 40 WI' COME�CIAL : 2-18 LF 4 PVC SLEEVE DRIVEWAY; TY'E 'C" PER TnlN W FUTURE IRRIGATION) CITY OF UBI RtJ STD: I 1 DTI `STDW''-1 N STDW- ■ I � .._.......-......._........ tiI ....._•........_. \ .` : SETA \14+45:6'�v; ` _. G.Q,A► SD. WADM-1) _ _ ,.`1� 22 LF ,12r C 2 D.I W I { I + BACKFL(i'�l` tWT -BS' =NTI A&M.. _ - \. ,.�. .. r I ■ KID S COUNTRY , 1 _ i i r r STA. 14 51` i ■ FF 68.0 i I . I :,' .............. ti`*� __.. 11-12" � M,I ( k 1 { w { - - _. A- qL0 OFF XSS(ihIBLY 'ISTALL- 114-�56■ i I ,-.-..-... B - {;� I ( 00 VA t TA. IE=63 I t i D.` H. 0 I r ' 1;-12"x12" TEE MJxFL SEE APPROVED PLANS Vt . ' � � � � ' F' �` � .111-12" GATE VALVE (FLiMJ) 1 J �` 6; ;' ; ; ICNC. THRUST BLOCKI FOR 10th STRFFT N_F_ P1 AKI v I ' `t i` : { ;` f'. �/ : , E I I7 lxvvl 10+00 fi11+00 +00 13+00 .. SCALE: 1 "=20' HORIZ. 1 "=2' VERT. File. P: SDSKPROJ 6292 ENGINEERING 62922R1.DWG' Date/Time. 12/14/1999 16:55 Scale: 1=20 jason Xrefs: Z6292-SR,Z6292-T,Z6292PTS,Z62922BR,Z6292-P1, P F" 063 2- -or, 10 25672 ,�Z STEA L 14+00 AS�BUIL Ti EXPIRES 9 23 01 Record Drawing Certification PROJECT - FAC10024-99 12 /S�S'f THESE DRAWINGS CONFORM TO AN AS -BOIL T —T— SURVEY PERFORMED UNDER MY DIRECT SUPER- VISION. These plans are approved for conformance with the City of Aubum's Engineering Division requirements. By Date C41 Title/Pasiti DIRECTOR OF SURVEYING Approved By: DA=W 'si.�CJ"� Confirmed by City. Date Date Approved: o lfgIT z J W U � a �z W W _I a• z M �- W W W O a:H ( a to Q � � Q MD W 0 D a a O III U Z W� N W a) CO Q J a � WM U z CO O ` W Q a z O OD 0 p _J > o _z � _ J a o o E-- W 3r, O W J � U-) t0 L v ON ® V N vv N II xll in ; 0 W CA a w- C rn pQ N $ C U N G C. qy e+ a c`� U a0. 0 = N 0 U � z> O z' v� g LLJ [L J Z L�. Iz- z W CV n Z ` O N 00 & z— © (0 0000 � Z N r' I <t �- LC)L0 ( .-- w L`' z 0z' C4. Ln Ln w 00 LLJ y 0V) N E (3) Z N 0 t0 was °A° STREET N.E.- ROADWAY IMPROVEMENT PLAN CALL BEFORE YOU DIG: 1-800-424-555 N o� w ca w 000 V T z J U Q UTILITY CROSSING TABLE: STORM/SEWER CROSSING IE=64.46 (12" SD) TOP=57.42 (12" SS) STORM/WATER CROSSING IE=64.26 (12" SD) TOP=61.40 (12" W) 0 STORM/WATER CROSSING fE=62.99 (12" W) TOP=61.99 (24" SD) STORM/SEWER CROSSING IE=64.04 (12" SD TOP=57.7 (1 r SS) 1�1 STORM/WATER CROSSING IE=63.63 (12" SO) TOP=61.40 (12" W) + 6 STORM/WATER CROSSING IE=63. 6 (12" SD TOP-61.40 (6" W PLAN VIEW , - F- 1 "=20' HORIZ. i 15+00 1- 17+00 18+00 PROFILE. SCALE: 1 "=20' HORIZ. 1 "=2' VERT. 1 0 2 w : OW: w CeXa:iz wwwwtu a (La.11-a 00000 LLJWWWW V)00ua.U) QCewirwOf mm m m m �O O o C Iml 0 CL mmmmm Y Y Y Y Y Y 0 O G1. CS Vi2 S S S S Ih� r 0 rn w o eF M CV .- 6 z EXPIRES: 1 -15<AD �1,? 2ss72 0 e iST 2 �►'0NA L ECG\ lutuu A SrBUIL T � I EXPIRES 9/23/01 j Record Drawing Certification PROJECT REF' FAC#0024-99 %A//.�.1QQ It THESE DRAWINGS CONFORM TO AN AS BU/LT --r— / SURVEY PERFORMED UNDER MY DIRECT SUPER- VISION. These s are apprwed Obr confemmme with the City of Auburn a Engine ng Div€sian requ#wr oft. By Date S a Title/Positi SECTOR OF SURVEYING Approved By. Confirmed by Clfy: Dote Dote Approved. i a'-rTS z d J 0- W w Z � W W 6 w Ir Imo— a- cc y� W U <t J a_ w Z M D Q 0 V N Z W N W CO) 0 � 0L Q F � W r z �[ Q W Q u� z I � 0 Q 00 z W r Z Q 2 Ca Q O H Q Hto W 0 W 3r, J L LL � v 0 N `a N II U ;E > tV SII S = Y rn C7I N jj 0 r C CT O V) Lj cn w J ¢ 'z w ©ta�O - OR Z c woo I I W w CN r. z — zLi El ENG4NEERING 62922R2.DWG Date Time: 12 14 1999 16:66 Scale: 1=20 jason Xrefs: Z6292-SR,Z6292-T,Z6292-P1,Z6292PTS,Z629226 `, PF 1, 063 4 oe to w6Owl, 608' v l 1-11 !137(T M ; ..... PLAN VIEW I I I I .. . - . I I SCALE: 1"=20' HORIZ. ' . . ■ .... ..... * .... * ... * .... * .. ,......�'.�..- .................. *'�........... .......... ................. .... * * .._. ::. ........... ..R...'.. ..� .V....T..A.L..C...R. � -I ..- E * ...-.....S....:. ll . .... ..... .... ..�..... I .-...�..I'.. ...... ..... ..... .... ...... ..I.. ...�..... ... ........... ..... ....� ..... .......,. ..... ...... ...... ..�... ...I.. ...... ..... -.... ..I... ..�..� ....,.. ....... ............. .... . ...... ...... ....*..... .... .. � ..... ..... ..... ..... ..�... .. ..... ...... ...... ...... ..... ...... .... ..... ...... ..... ..... ...... ..*.. ....� ... .. . - ....... ..... ....I. ...I. ....I ...... ...... ...... ..... ..... ........ .....1 ......�. ........ .......... .._. CROSSING TABLE: .... � ... _ _ � � ........... : :, : ......... : . , ..... , . .. .... .. �....... - ...-�...� * ... ......... ..., * * , ...... ... ... ....... ..... . . * , - - U..... 50El.0 , ' .V::: . ...... : ...... . . I ......... z::I :::�:: .-. * .... * ... .. .,......- : : : : : .... ...I... .. ... .... .... .... -... . * ..... ... : .... ... .*. ...... ... * ........ ......LML17Y ..... ... ... ........ .,.... .�.I .... ... ... ..� ....1. ... 6 . . . . ... * , : I I : . * . . . ! ,: . : .... : : : ........ : .......: ..... I : ... :� ..... I-. . *** . . . . . . . : . . . . . ! . �H . . .HIGH ! GHROINT,ELEV -67.97.. - - .. - . .. - . : :- . ... . - . . :..... I - .- :....... .... . . . . . . . . ... * , * . - ...... . - . ........ . ........ . ... . ..... .. ... ..... . - ... .. ...... ...... I - - .... . I - -. .... . ... - - I ...... I .... I - I - . .. . . .. . , . . . .. ... ..... . I . . . . . I . I . . . . . . . . . : . . . . . . . . . . . . . ' * . . . . . . . . . . ... . . . . . . . . . . . � . ; I . . . I . . . � . . . I . . . . . . . . . . . � . . . � I . . PQ1NTSA- 21 +3 .92 . . . �PVI � .. . . . . . . . . . . . - CROSSING i . . . . . . . .. . . . * , * , * , . . . . . . . . 1,11 .. ... .. .. = STA . 21.+50100. ..co. ... * .... ......... ..... * . .. ......:...'.. .. ....... ... ...... ........ .... * ..... .... ... I ..... ..... * ... 1 111D" IE=63.05 (12SO) . . . . . . I I . . . . . . : . . . . . . . I . . . . . : . .. . . . . . . : . . . . . . . . ....... qLo ", - - . -'M ELEV- = 68.10: : : : : :, : . . .�. : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . � . ...... - (10SS) . i . . . . .. . . . .... .... ,* ...... I . . . . . . . . . . � + 0. Z� . . . . P t................. z� . ......... ....... . . . . � � . . I . .'11,11_ ........ ..... .. ...... ... I - ..... -.TOP=57.17 STORM/WATER CROSSING - I I I . . . . . . . . . . . . . . - - . . . .:.........*.�1.I...:�.........I...I......_�:......................�.:..4W...............:........................:I............�. . . . . z . . . . . . . . I 04W. z to.,:......�....I �. G.i.=62.63 ...�.................��.....�:..........................�....�................ .—.. ...................�.... ..�.............................................. . . . . . . . I . . . ...:, '''..........I—..I....I......�1.I .. . ". . . . . I .......1......I���... .. I . I . . . I . . . . . I . . . ..... *'1"......1.I............:.................*....*...**..........*....,:_.. . . I . . � . . . . . . .. ......�... ........ (12SO) - . � I � . I . . . . i . . . . . : . . . . . . . . . : . : . . . . . . . . . � . . . . . : .... 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A 0 -D (JIL - -0 -0 .. .2 - .2 C 04 N a 0 N 11 .2 It . U all V) - 0 - > 0 I M� X: - I Imm I � 0 y 1�1 13 "O 0 0 V 0 "I (0 9 41 C -11 a *6 at 0 m 0. 0 � = OL a 8 0 < 0a = V) . Li 00 . I-_ =) I Z 5; Z X 0 (1) I �r LLJ .,� V) !� x CL < ��� z L_ � 0 0 1 >< CN re) C%4 C114 z 0 0 C14 00 W_ 9- 0 oo 04 AM (O r- 00 2 "ZI, � C14 r- I 1 V_ I 1 T_ LAJ Uj LLj z & ilt) to 0 Z L0 - C%4 ,-�'O `(NG� z a ' , CN 00 Z 04 Ld 't 04 ,* _j ;�,* 2 =5 � Y ,,. u U V) Record Drawing Certification PROJECT REF F#K1 024-99 I A &_&ff THESE DRAWINGS CONFORM TO AN AS -BUIL T r 11 SURVEY PERFORMED UkIDER MY DIRECT SUPER- VISION. These plans are approved for conformance with the City of Thess dFaW.W06 C'00;&�gm tO 00 C091r4rtQx::c 9OP"A"00 40"r4� Auburn's Engineering Division requirements. BY Date ! 7-Itlelpositlon DOMCMR OF SURVEYING Approved By. n-A �_�, .S�at_u ConArmed by City Date - Date AAOO,OW.' lzjal 75 . r 0 I _ -A, - - - - '0% . ^ ,# ,^,.,ft ow - ',OAI,, / 00 " , "'00 '0", 11 �� * 11 - I %)) IZ, 2I . 0 ,., z Uj 1 0 1 (3 , - 4 �1 k I .- 110-07 " �� . A 0 Co 0 -0 N E 0 (D , a) 46 z N .A-- -0 (0 0 4T � 0 ff " 063 - 3 ow 10 wou-7 't 6,Oy- L/ I L/ f %j -7 F STREET LIGHTING, CHANNELIZATION AND SIGNING PLAN CALL BEFORE YOU [iKi 1-800-424-5555 O File: P;\SDSKPROJ\6292\ENGINEERING\62922RC1 P� %'3 6 o t- I u r= ' IW Lo M ci ■ 1 m o M n N U �' ■ 1 Q m IW o �W 1co ■ 0 ■ 0 - '" s - �- - -■ T ■Q �- ■ m ime: 12/14/1999 , T&-58 : Scale: 1=40 jason Xre LIGHT POLE SCHEDULE LUMIN. N0. STAM I CIRCUIT I TYPE III DIST-WATT I MT'G HGT I MA STANDARDS 1 10+62.0, 23.5' R 1 MC3 - 150W 35' 10' CITY -OF AUBURN 2O 12+32.0, 23.5' L: 1 MC3 - 150W 35' 10' CITY OF AUBURN 0 14+12.0, 23.5' R 1 MC3 - 150W 35' 10' CITY OF AUBURN ® 15+92.0, 23.5' L 1 MC3 - 150W 35' 10' CITY OF AUBURN 05 17+72.0, 23.5' R 1 MC3 - 150W 35' 10' CITY OF AUBURN 0 19+52.0, 23.5' L 1 MC3 - 15OW 35' 10' CITY OF AUBURN 0 21+32.0, 23.5' R 1 MC3 - 150W 35' 10' CITY OF AUBURN 8 23+12.0, 23.5' L 1 1 1 MC3 - 15OW I 35' 1 10' CITY OF AUBURN PHOTOMETRIC No. M2AC15S3M2GMC32 -T,Z62922BR, 5' 5' CONC. WALK LANDSCAPIN . STRIP 30' 19.5' 23.5' PER OFFSET STATION (PROPOSED LUMINAIRE) 6" NEW CONIC. CURB 2 0% _ & GUTTER (TYP) 3.0% 4" THICK CONCRETE SIDEWALK W/ 2" CRUSHED SURFACING TOP COURSE NOTE: LUMINAIRE AND CONDUIT LAYOUT PER CITY OF AUBURN STD. DETAIL TRSL-1. R/W 60RW i 12' LANDSCAPING STRIP LOCATION (VARIES) L R—ik ; W.6' 1 -PROVIDE AND INSTALL CHANNELIZATION AS SHOWN IN ACCORDANCE WITH THE CITY OF AUBURN STANDARD DETAILS AND SPECIFICATIONS. 2 - TRAFFIC SIGN AS DESIGNATED ON THE PLAN AND SHOWN IN THE SIGN LEGEND SHALL BE PER MUTCD. 3 - ALL SIGNS SHALL BE IN ACCORDANCE WITH MUTCD CODES AND SPECIFICATIONS. 4 - PROVIDE AND INSTALL LUMINAIRES AND LIGHTING EQUIPMENT IN ACCORDANCE WITH THE CITY OF AUBURN STANDARD DETAILS AND W.S.D.O.T. SPECIFICATIONS. SPECIAL NOTE: STANDARD SIDEWALK IS APPROVED PER SECTION BELOW THE MEANDERING SIDEWALK IS SUBJECT TO NEGOTIATIONS BETWEEN THE DEVELOPER AND CITY. HOWEVER, SIDEWALKS MUST BE INSTALLED PRIOR TO ISSUING A CERTIFICATE OF OCCUPANCY FOR THE LOWE'S BUILDING. 30' 5' 5' 5' NDSCAPING CONC. WALK 23.5' PER OFFSET STATION STRIP (PROPOSED LUMINAIRE) NEW CONIC. CURB & GUTTER (TYP) - 3.0% ° 4" COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE IN 2 LIFTS 6" CRUSHED ROOK BASE COMPACTED TO 95% PER GEOTECH SPECIFICATIONS 12" GRAVEL BASE COMPACTED TO 95% PER GEOTECH SPECIFICATIONS 1' TO 2' OF .IMPORT FILL COMPACTED TO 95% PER .GEOTECH SPECIFICATIONS "A" STREET N.E. (STA. 10+00 TO STA. 23+00) LOCAL NON—RESIDENTIAL STREET SECTION NOT TO SCALE CONSTRUCTION NOTES: NOT USED INSTALL 24" SOLID WHITE STOP BAR PER STD. PLAN TRLM-4. O3 - INSTALL DOUBLE SOLID YELLOW LANE LINE WITH TYPE 1Y AND 2YY RPM'S PER STD. PLAN TRLM-1 & 6. O4 - INSTALL SINGLE BROKEN WHITE LANE LINE WITH TYPE 1Y AND 2YY RPM'S PER STD. PLAN TRLM-1. 5a- INSTALL DOUBLE SOLID WHITE LANE LINE WITH TYPE 1W AND 2W RPM'S PER STD. PLAN TRLM-1 & 6. O6 - INSTALL PAVEMENT LEGEND AS SHOWN PER STD. PLAN TRLM-2. 7a- STREET LIGHT LUMINAIRE, POLE, AND FOUNDATION PER CITY OF AUBURN STD. DETAIL TRSL-2. O- STREET LIGHT JUNCTION BOX, TYPE 1, PER CITY OF AUBURN STD. DETAIL TRSL-4. 9O- NEW 2" CONDUIT (PVC OR RGS) PER CITY OF AUBURN STD. DETAIL TRSL-5. 10 TRAFFIC SIGNS SHALL BE INSTALLED PER CITY OF AUBURN STD. DTL. TRSP-1. 11 REMOVE EXISTING STREET LIGHT AND REINSTALL WITH NEW FOUNDATION AS SHOWN. 4" THICK CONCRETE SIDEWALK W/ 2" CRUSHED SURFACING TOP COURSE LIGHT LEGEND: 13 R1-1 D- NO PARKING ANY TIME R7-101 a SPEED LIMIT 25 R2-1 o z <C z 0 Ill C o N CaU W Ww ww _l ,Z W F- J �WX�� Z z a: U U U U U L J aW of W of W of W of W :5,j w 1 cn 0 w cn 0 w cn p w 0c_n c w Z //�� W C Q V z mMMMMM ICY Y Y Y Y L Q D �m Y m Y m Y m Y 0 m Y cn U R Z "S �U S C� S C� S U S U T m W 0) � 0\ --4- N T Lf \ ice- �1.'.' : MN \\ O\� }A P WLo M N ~ 6 z 0 N W F_- N W W C0 CO jrn r 0 Q J U 0 m W d0' aJLo 00 00-N W S2 0- 00 NEW STREET LIGHT T PER CITY OF AUBURN STD. DETAIL TRSL-2 EXISTING STREET LIGHT M NEW TYPE I J-BOX P�� pF �, S NEW 2" CONDUIT DSL STREET LIGHT AND CIRCUIT NO. X STR ,p 25672 PER ECITYET I OF AUBURN STD CABINET SERVICE DETAIL TRSL-3 Fs F�l STE`��` sf©NA L A SmawBUIL EXPIRES 9 23 01 Record Drawing Certification PROJECT REF. FAC#0024-99 �Z�/•�%�1 }✓ THESE DRAWINGS CONFORM TO AN AS-BUIL T SURVEY PERFOR D UNDER MY DIRECT SUPER- VISION. These plans are approved for confomwce with the City of reeeM9, Auburn's Engineering Division r#9wvMWyt& By Date f RtlelPbsitd DIRECTON Or SURVEYING Approved By f Confirmed by Clty. Date Date Approved. • ZM O I 'D ty9'S' O W J LO U— v 0 N r U > Q Z o .. N O (~G 0 0 U a o (!) LLJ � z� O V) J 7� L X Q C) z z w Q N rr) N N g z O 00 N N 00 I— z x > rn co 00 z Q 'S In I �C7 zw 2 z � �� w 00 Y Z V W E N -� z Wi CALL BEFOW YOU DICE 1-800-424-5555 T= ' TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN f {i IN. SILT FENCE (PER CITY OF AUBURN STD. DETAIL DEV-6) I } --� � � � ,� .� ', ,r ... ..:: ....—•»mom" 6 _ .._ ...-r ' f W / r i a ^` e j } �., ��`: is { f{ F r•-•••-..L..._.,.�•._...._..,_...._....-r-.._.., � i}� I y� �' t i i r,IN 4 ,`,may ( . •"..�. ll ... `•-"''4....--.-• �� `l i� t(t it � � ,, . '. � f ,.,. } f i }� , f I ..•� • F. Ef tt ° •<. I 'tip.-•--•-` < ( : y •,�• .y-,,., aA" :; � i � • ' I� I } + f"" - 1 3 i � � } f � I H ., •. i .-, v f I , << f€ -- DUB' OONTROL NOTES: 1. CONTRACTOR TO MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION PRACTICES SUCH AS SEEDING AND MULCHING AND EROSION BLANKETS. { 2. DURING CONSTRUCTION AND DRY WEATHER, SPRINKLE THE SITE WITH WATER UNTIL SURFACE AREA IS WET. REPEAT THE PROCESS AS NEEDED DURING THE DAY. 3. ALL OF THE TRUCK TRAFFIC MUST USE THE WASH PAD CONSTRUCTION AS DESIGNED AND SHOWN ON THE T.E.S.P. TO PREVENT CARRYING OUT THE MUD ONTO STREET. 4. ALL OF THE OPEN BODIED TRUCKS TRANSPORTING FINE MATERIAL TO THE SITE MUST BE COVERED TO PREVENT DUST FROM BLOWING FROM THE TRUCKS. 5. DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC STREETS ADJACENT TO PROJECT, WHICH WILL BE USED BY CONSTRUCTION TRAFFIC, SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON —SITE CONSTRUCTION. 6. MINIMUM OF ONE WATER TRUCK SHALL BE AVAILABLE ON —SITE AT ALL TIMES DURING CONSTRUCTION. GRADING AND EROSION CONTROL NOTES: 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT — LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. 2. THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, AND ADDITIONS TO THESE CONTROL SYSTEMS- SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. r 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL POND SHALL REMAIN IN PLACE UNTIL THE PERMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY OF AUBURN. 5. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE WHICH ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS, SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. 62922RIE1.01K Date/Time: 12/15/1999 16:43 Scale: 1=50 Jason Xrefs: Z6292—SR,Z6292- NOTES: 1. CONTRACTORS RESPONSIBILITY FOR MAINTAINING & CLEANING THE APPROACH ON A REGULAR BASIS. 2. IF DIRECTED BY THE CiTY ADDITIONAL QUARRY SPALLS MUST BE ADDED. SILT FENCE (PER DETAIL THIS SHEET) # (PER CITY OF AUBURN STD. DETAIL DEV-6) TEMPORARY PA VNQAMGMK (PER DETAIL THIS SHIM ,1 i r.,' -i 'ajif 7 — � ROCK CONSTRUCTION EXEMORAY CONT TXTWW(PER DETAIL THIS SHEET) E1E"A HAN, �PER"`DETAIL THIS SHEET _I ` , • iII — f,' — I: (E 41,`\. fl t 'NOTE: CONTRACTOR TO MAINTAIN',TIR, I I f I � WASH PAN ON A DAILY BASIS. r Lw---------- i FAM 4"-6" QUARRY SPALLS —J ROCK CONSTRUCTION ENTRANCE/EXIT NOT TO SCALE 2" COMPACTED DEPTH CLASS 'B' A.C. PAVEMENT 4" COMPACTED DEPTH CRUSHED ROCK BASE COURSE o ° O a Oo° ° ° 00�° Oo o 0 0 0 o O 00 O O O� ,80 O °00 O O O 00 o na o0 o c� • t=7 r� 12" SUB+GRAOE COMPACTED TO 9575 " fMPORARY PAVING SECTION NOT TO SCALE CONSTRUCTION ENTRANCE NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING & CLEANING THE APPROACH ON A REGULAR BASIS, 2. IF DIRECTED BY THE CITY ADDITIONAL QUARRY SPALLS MUST BE ADDED. 3. THE CONSTRUCTION APPROACH MUST BE LOCATED AT THE PERMANENT APPROACH LOCATION. TEMPORARY CONSTRUCTION EXIT W/ TIRE WASH PAN NOT TO SCALE I cn CO. W Cn a M O W 0wo o �� I a z O O C, > , 0Z _ a Z coQ _ D J a o n F— w O w LL d'• v . �: LLO II U > Q z IN c Xna m a a I 0 0 L) o V) LIJ F— z j :D z O zg V) a-_j x o }— z Q z z w LL_N z Q r7 c \I N O N 00 U 9� � Q0 0000 w z I I ZLLJ V') L0 0Z L0 N N z — K. B }= n o '�' > N z N N J Of Sy 00 w d d > OP Y U V) 25672 Fs�F"iSTCR��``� SIONA L �w '�✓ t9 EXPIRES 9 23 01 z ,jI V t Record 11rawin Certification g These drawings conform to the Contractor's construction records. PROJECT REF-.. FAC#0024-99 I These plans are approved for conformance with the City of Auburn's Engineering Division requirements. p �Q By Date Title/Position Approved arD_,�,IL --� � CU Z Confirmed by Clty. Date Date Approved. AI lit, 1052 o , 06 3 S 0HO (X O,v -i,# vt v 1- 0 —OF —WAY LANDSCAPE PLA1N GHT 30' 25' TYP. 25' TYP. 30' Novo- 77 N A 9� e% or r% r- r— -w- rilm 30' 30' WAS 1110% fM M MWEM I � - _7 . .......... 71, zf. 0 . ..... . ...... % 30' 0. C. TYP. 3 30' O.C. TYP. —4-1 FINAL GRADE AN CONTOUlk.' .04. GRADES INTO ADJ cENtbty .6PED- 1ANaSCA1111111` 7 -ANI) IGATj0N,-- ESTORE LANDSC Ptl, OR ON ADJACENT PROPERTIES AFFECTED BY wNs,"m TON. ..................................... ........... 3:t1 Typtk. 5L 0 ............. 4GkfC U LfJJRAL Spit FILL ........ to: k&i! F*IN'A'L:' 1:RADE: $ORA O.C. CUAI ................. L Ft it IL- 5l.l F;;�-:l I I 11,114 1 NT. .......... ............ ............ ....... ................. ................... ........ SECTION A -A, MEDIAN STRIP BERM (TYP.) SCALE: RTiGNAL A PEDESTRIAN CROSSING UTILIZING A CHANGE IN PAVEMENT SHALL BE INSTALLED BETWEEN STATIONS 17+80 AND 21+90 AT SUCH TIME IN FUTURE THAT THE PROPERTY ON THE WEST SIDE PLAW LBT SYMBOL NAME o L 7 --------- ------------- . . ......... cl ------------------ CONDITION SPACING QUANTITY REMARKS TREES: ZELKOVA SERRATA VILLAGE GREEN'/ 2" CAL. AS SHOWN 36 STAKE & allY ONE GROW 0 ZELKOVA B & B GROWN FOR STREET TREE PYRUS CALLERYANA 'GLEN'S FORM' 2" CAL. AS SHOWN 21 STAKE & GUY ONE GROW CHANTICLEER PEAR B & B GROWN FOR STREET TREE SHRUBS: Qj PRUNUS LAUROCERASUS 'OTTO WYKEN'/ 18- —24- S 228 HOLD 3' FROM BORDERS OTTO LUYKEN LAUREL B&B ONLY GROUND COVER: ARCTOSTAPHYLOS UVA URSI 1 GALLON 24" O.C. COVER HOLD 12" FROM BORDER' KINNIKINNICK 4" POT 18" O.C. COVER NO GRASS OVER SEED. BA C Znn I AWN- I Or%Al MMArOPW RI P'Mn ING SEASON; NURSERY USE, 6—FOOT STANDARD ING SEASON; NURSERY USE, 6—FOOT STANDARQ, ' AND OTHER SPECIES RK MULCH ONLY. LL. o Z. 0 C14 C14 c,4 IL IL U_ L_ LL- 6000 w CL LLJ LLJ LLJ Uj C0 z z z Z z Ld LLJ LLJ Lj L- t= F- F- V) V) V) V) _j c) LLI Ld UJ Lj CL UL 0. < 0 MUMM M Y M M = y T_ M 0o 0C) 00 0__ ���� w W 17 (L F- Cr W F- Ne z a: F- W W Z cc a: F- D 4r- 0 04 Z W C-4 cr) D W C0 CO Cl) 0) a- > m: _j M U 0 W F_ C0 w 0 z w Q r U) z 0 (0 00 _j O C) _> 0,. z_a�0° 00 T =5 Cj) 0 < _ r C 3:: II-_ w 0 Lj _j to lo > V (0) 0 V) V) LLJ LA_ lz w:2 NOTES: > 04 try &4 C-4 z -0 1. STREET TREE INSTALLATION PER CITY OF AUBURN CONSTRUCTION STANDARD ,OD f 4. 0 z DRAWING NO. STILS-1, 12/15/98. STATE OF 00 1" cyC.0 00 ) H izi 2. SPACING AS NOTED TO GOYERN OVER SPECIFIED SYMBOLS AND QUANTITY. WASH4NGTON REOM"TRED C14 3. CONTRACTOR SHALL PROVIDE 3' DIAMETER MULCH WELL AROUND ALL TREES IN LAWN. PE ARCHITECT 31: LO 60 04 C*41 uj CN Z —j 00 w lq- 14- ZDI H. BRUCE McCROIRY CERTIFICATE N075 (VAUD ONLY KRE) awf CALL BEFORE YOU DIG. 1-800-424-5555 fi4cofd Dv*ft Certification PROJECT REF.- FAC# 99-0024 (SEP-0020-98) These drawings conform to the Aw*wtorls construction records. This plan sheet conforms with the City of Aubum's Planning BY Date Department mb*� k"dwWoopquire� Cq T/We/Pbs ftn E Approved By n N z .0 (0 1 IV) Confirmed by City.• Date Date Appro,% -0 & Planting Notes and Materials 1 /oo SCOPE OF WORK FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH THE TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 90-DAY MAINTENANCE. QUALIFICATIONS: LANDSCAPE CONTRACTOR SHALL BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK. CONTRACTOR SHALL BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. JOB CONDITIONS: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISHED GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. AN IRRIGATION SYSTEM IS TO BE INSTALLED. DO NOT PLANT UNTIL THE SYSTEM HAS BEEN TESTED AND APPROVED. HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE-ESTABLISHING FINISHED GRADE AND RE -MULCHING TO SPECIFIED DEPTH. GUARANTEE: GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 90-DAY MAINTENANCE CONTRACTOR SHALL PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK SHALL INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. MATERIALS - PLANT MATERIALS: PLANT MATERIALS SHALL BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (AAN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-1986). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CA" INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL" INDICATES GALLON. A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER OR BALL SIZE ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) QUALITY: PLANT MATERIAL SHALL COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS SHALL BE FULLY LIVE, SHALL BE VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS SHALL BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE LEADERS OR 'Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS SHALL BE REJECTED. PLANT MATERIAL SHALL BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY SOURCES SHALL BE THOSE LOCATED NORTH OF THE 42ND LATITUDE (CALIFORNIA/OREGON BORDER). C) SUBSTITUTION: NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED SHALL BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, SHALL BE FURNISHED. SOIL PREPARATION: MAY BE SPECIFIC TO THE SITE, OR TO CERTAIN PORTIONS OF THE SITE, AS NOTED ON THE PLAN. THE FOLLOWING: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLAN. SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS: AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR SHALL OBTAIN AGRONOMIC SOILS TESTS FOR PLANTING AREAS, TURF AND SHRUB LANDSCAPE. A MINIMUM OF ONE SAMPLE AND ONE PER EACH TWO ACRES OF LANDSCAPE AREA SHALL BE OBTAINED. IF ON -SITE TOPSOIL HAS BEEN STOCKPILED, A TEST SHALL BE COMPLETED FOR IT, ALSO. TESTS SHALL INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST -CONSTRUC- TION MAINTENANCE PROGRAM. TESTS SHALL BE PERFORMED BY AN APPROVED SOIL TESTING LABORATORY WHICH SHALL BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. RECOMMENDATIONS OF THE SOILS REPORT AND REQUIREMENTS OF THE GEOTECHNICAL ENGINEER SHALL TAKE PRECEDENCE OVER THE MINIMUMS NOTED, BELOW. PROVIDE CHANGE ORDER FOR ADDITIONAL MATERIALS REQUIRED IN THE SOILS REPORT. A) TOPSOIL AS A MINIMUM SUPPLY TOPSOIL CONSISTING OF LOAM SOIL WITH 5 TO 7 PERCENT ORGANIC MATTER. TOPSOIL SHALL BE AMENDED WITH SPECIFIC AMENDMENTS IN C)1. AND C)2., BELOW, AND BE BLENDED TO SPECIFIED DEPTH IN E.), BELOW. LOAM SHALL CORRESPOND TO FIELD METHOD OF DETERMINING SOIL TEXTURE CLASSES FOR LOAM AND SILT LOAM, U.S. SOIL CONSERVATION SERVICE. PROVIDE LANDSCAPE ARCHITECT THE TOPSOIL SUPPLIER AND SAMPLE OF TOPSOIL. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESULTING FROM CONTAMINATED OFF -SITE SOURCES. B) NATIVE SURFACE SOIL INCLUDING STOCKPILED TOPSOIL SURFACE SOIL ON -SITE MAY MEET TEXTURAL CLASSIFICATION AS NOTED IN A), ABOVE. PROVIDE AMENDMENTS IN C) 1. AND C) 2., BELOW, AND EVENLY BLEND AMENDMENTS TO SPECIFIED DEPTH. C) AMENDMENT 1. ORGANIC COMPOST TOPSOIL FOR PLANTING SHALL CONTAIN 15 TO 20 PERCENT ORGANIC MATERIAL BY VOLUME. THE FOLLOWING IS FOR SOIL WITH 3-4% ORGANIC CONTENT. PROVIDE THREE INCHES (TWO INCHES COMPACTED DEPTH) OF COMPOST PER 12 INCHES OF SPECIFIED TOPSOIL DEPTH. MUSHROOM COMPOST, SLUDGE/COMPOST BLEND, AND/OR AGED FIR BARK MULCH SHALL SATISFY ORGANIC REQUIREMENTS. COMPOST SHALL BE FROM NON -FARM ANIMAL SOURCES, NOR FROM SOURCES CONTAINING REDWOOD/CEDAR PRODUCTS. 2. FERTILIZER COMPLETE FERTILIZER WITH TRACE ELEMENTS, 8 PERCENT SULFUR, AND A MINIMUM OF 50 PERCENT SLOW RELEASE NITROGEN. FERTILIZER SHALL BE "AGRO-DELUXE NURSERY" 10-15-20 AT 50 POUNDS PER 10 YARDS OF ORGANIC COMPOST, OR COMPARABLE NITROGEN EQUIVALENT. D) PLANTING BACKFILL ON -SITE TOPSOIL (EXCAVATED PIT SPOILS) AS FIELD PREPARED FOR PLANTING/TURF. E) TOPSOIL PREPARATION AS A MINIMUM, ALL LANDSCAPE AREAS TO HAVE 12 INCHES MINIMUM OF TOPSOIL PER A) AND/OR B), ABOVE. CONTRACTOR SHALL ADJUST GRADES AND SUPPLY TOPSOIL AS NECESSARY TO ASSURE THE MINIMUM DEPTH. CONTRACTOR SHALL FORM BERMS TO THE HEIGHT AND EXTENT NOTED HERE, AND SHOWN ON THE PLANS. AMENDMENTS SHALL BE EVENLY BLENDED THROUGHOUT THE TOP 6-INCHES. TOPSOIL SHALL BE WORKED INTO SUB-BASE/SUBSOIL FOR ROUGH TRANSITION. SOIL DEPTH SPECIFIED IS FINISHED, COMPACTED DEPTH. MEDIAN PLANTERS SHALL BE OVER EXCAVATED BY BACKHOE. REMOVE PAVING WASTE, GRAVEL BASE AND UNDERLYING SUBSOIL TO 18" BELOW TOP OF STREET PAVING PRIOR TO PLACEMENT OF TOPSOIL. SCARIFY AND OVER EXCAVATE PIT BOTTOM 12" TO MINIMIZE STRUCTURAL COMPACTION. BARK MULCH (TOPDRESSING): ONE -HALF -INCH (1/2") SIZE, TO ONE -INCH (1"), I.E., "MEDIUM," HEMLOCK/FIR BARK. APPLY SUFFICIENT QUANTITY TO PROVIDE THREE INCHES (3") TO FOUR INCHES (4") DEPTH IN AREAS NOT PLANTED IN TURF. FINE MULCH, I.E., "STEERCO" TEXTURE AND CEDAR ARE NOT ACCEPTABLE. STAKES: ���u �y�P�ER�T�CIITY 'STANDARDS. �1+lsIT�1� L�1 LTlr�I�T DV O F-9 GUY MATERIAL: PER CITY STANDARDS LAWN: SEED OR COMMERCIAL SOD AS NOTED ON PLAN. SOD SHALL INCLUDE BLUEGRASS FOR BINDER. SOD SHALL NOT HAVE MANMADE BINDER. LAWN EDGING: 2x6 PLASTIC/WOOD COMPOSITE "DECKING" UNDER TRADE NAME OF "TREXX". MATERIAL TO BE BENT UNDER HEAT TREATMENT. STAKE IN -PLACE USING 2x4 GROUND CONTACT WOOD AT 30" - 36" SPACING AND AT JOINTS. HERBICIDE: HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION. ANTI -DESICCANT: "WILT -PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER. THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE SHALL BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. W3Xi11119101M FINISHED GRADES: FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER TWO INCHES (2") DIAMETER FROM TOP THREE INCHES (3") OF PREPARED PLANTING BED. ALL FINISHED GRADES SHALL BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. TREES: ARRANGE TREES ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES AND SUPPORTS TO STAND VERTICAL. TREES SHALL BE PLACED AS SHOWN ON THE PLANTING PLAN, LOCATED AS DETAILED AND AS CALLED OUT ON PLANT LIST. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. SHRUBS: INSTALL SHRUBS AS SPECIFIED FOR TREES. GROUNDCOVER: EXCAVATE PITS TO A MINIMUM OF THREE INCHES (3") BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. MULCH: MULCH ALL GROUND COVER. AREAS NOT COVERED BY TURF. MULCH MAY BE APPLIED PRIOR TO INSTALLATION OF GROUNDCOVER WHICH IS SMALLER THAN ONE GALLON CONTAINER SIZE. UTILITY CLEARANCES: FIELD ADJUST PLANT LOCATIONS FOR 8-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. PLANTING MAINTENANCE: CONTRACTOR SHALL MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE SHALL INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, RE-ESTABLISHING SETTLED GRADES; AND MOWING LAWNS WEEKLY AFTER TURF ESTABLISHMENT. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. IRRIGATION MAINTENANCE: THE IRRIGATION SYSTEM SHALL BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION & PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED OR CORRECTED. PLANT AND IRRIGATION MAINTENANCE SHALL INCLUDE THOSE OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS. CONTRACTOR SHALL PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY/GUARANTEES. ROOT BARRIER: PER CITY OF AUBURN REQUIREMENTS, PROVIDE TREE ROOT BARRIERS AT ALL LOCATIONS WHERE PLANTER STRIP IS 3' TO 5' IN WIDTH. ROOT BARRIERS SHALL PLACED ON TWO SIDES OF THE TREE, ALIGNED PARALLEL TO CURB AND SIDEWALK. SEE AUBURN "DESIGN AND CONSTRUCTION STANDARDS". ROOT BARRIER MATERIAL SHALL BE POLYPROPYLENE, .090 INCHES THICK BY 24" DEEP. SHAWTOWN SM-2420 BARRIER SHEET, OR SIMILAR. NOTE, BARRIER MATERIAL AND REQUIREMENT PER CITY OF AUBURN. HOLD PLANTS r EDGE OF PLANT AS NOTED ON F BED LINE EDGE CURB/WALK Spacing Detail SCALE: NONE NOTE: SEE PLANT LIST FOR PLANT SPACING FEATHER EXCESS SOIL UNDER MULCH 1 " MULCH AT CROWN- 1/2" ABOVE GRADE 1" ABOVE GRADE 2" MULCH (COMPACTED) SPACING AS CALLED OUT ON PLAN/PLANT LIST HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. PREPARED i PREPARED PLANTING BED PLLANTING REMOVE CONTAINER & SCORE LJ B ROOTBALL, SPREAD OUT CIRCLING ROOTS BACKFILL TO BE SETTLED USING WATER ONLY LESS THAN 1 GAL 1 GAL CONTAINER and LARGER ( PLANTED AFTER MULCH) ( PLANTED BEFORE MULCH ) Groundcover Planting Detail SCALE: NONE TURF MULCH 00, FINISHED GRADE 0OOO o0� TOPSOIL — e 2 x 4 x 24" PRESSURE TREADED STAKES AT 3' MAX. SPACING, BUTTS & 12" FROM BUTTS AND ENDS. - • FINISHED GRADE: GRASS 1/2"-l" FROM TOP OF HEADER; IN MULCH �gxl.5" "TREXX", 2" FROM TOP OF HEADER & TAPER OR EQUIVALENT TO 3" GRAY COMPOSITE DECKING. BEND TO CURVE/SHAPE, Plastic Wood Composite Edging Detail SCALE: NONE STREET TREES PER AUBURN STD. DETAIL STLS-1 FINISHED GRAnr7 AT e.1 SLOPE (MAX SLOPE TYP. CURB PER DRAWINGS (1 SIMILAR) 4ir . _. Planter Section SCALE: NONE 2" COMPACTED DEPTH OF MULCH; 3" LOOSE (MINIMUM) TOPSOIL AS SPECIFIED FINISHED GRADE AT 3:1 SLOPE (MAX), 10:1 (MIN) PREPARED SUBGRADE 1" MAX. WITH COMPACT D MULCH) d t Q a 3"- 4" SIDEWALK MULCH CONDITION (CURB SIMILAR) AMENDED PLANTING SOIL PER NOTES (TOPSOIL) 2" MULCH (SETTLED), 3" LOOSE FINISHED GRADE LAWN 0 EDGING PER PLAN Planting Bed Adjacent to Lawn SCALE: NONE OVER EXCAVATE PARKING LOT PLANTERS TO LOOSEN COMPACTED SUBBASE OVER ALL AGRICULTURAL SOIL DEPTH — OF 3 FEET COARSE TRANSITION FROM TOPSOIL TO SUBSOIL TOPSOIL SETTLED (COMPACTED CONDITION) 0 }o Q o Cki 0 0 .5 ww w gig a_ a_ n �� L_ V)V) co �7_ �-_ I-- U U U ww w o_ 0_ 0_ W CL Q � W o a �g aW �� � � O Z < �i_ U MO � w cr Er CL a � Oca i Z FFQR mm m == = 0 0 1�10 0 m \rn o o\\ N oo co, z 1-1/2" DRAIN AT LOW POINTS & 10' MAX. SPACING BERM HEIGHT 6" TYP. CURB MIN. OR AS NOTED N SOIL LINE: 3" IN — MULCH, FLUSH IN TURF ° o:; iv e u S U BGRADE \��\\�� z �\ , \x \��\ PAVING SECTION REMOVE EXCESS GRAVEL AND PAVING y (DEPTH VARIES) 12" MAX. LIP Grading in Street Median Planters (Topsoil Prep.) SCALE: NONE 1 " MAX. TOP OF CURB TO TOP OF MULCH CURB BARK MULCH 2" MINIMUM COMPACTED E Mulch at Curb SCALE: NONE 6\1 STATE OF WASHINGTON �a REGISTERED 4ANPSCAPE ARCHITECT H. BRUCE McCRORY CERTIFICATE NO. 504 ees (VALID ONLY WITH SIGNATURE) Record Drawing Certification PROJECT REF., FAC# 99-0024 (SEP-0020-98) These drawings conform to the Contractor's construction records. This plan sheet conforms with the City of Auburn's Planning By Date Department minimum landscape requirements. Title/Position Approved By. Confirmed by Clty. - Date Date Approve . l� ` . q�09��Qy o(D/Spg- r 0 U N Z W W W U0 CO) CO ac ® J a U o p , a (0J 00 0 ® > V Q W � Z Cn j W L �.1J a� 0 U cnL.y o o o , - Y YIi Y Y m� 2 J co v .0 Y v 0 N N N rn c U fv X E V i C) NO V Z Li C9 _U > U zw Ln Q 00 o Z Q aW o > Q N rrj N N Z �o 6 � 0 00 N > 0-) «J 00 z `'' o N Q I S I � Z o LC) Ln 0 -) � Ln w i E N Z N N > J� _ '_, 0 VO) d N cr 2 ♦ � o its V 0 w ,tom= z N N N 0 E Z N o a 0 Ln N 2 4 i.� HT-OE-LANDSCAPEIRRiGATION PLAN 0 R WAY o J O �— o Z o CN \ O I �� N EL �j (�' 1 Q o 0 V w 1 '\ y U �oo� Q Q 1 W W N w J ■ N 1 SHRUB 3 1 E E r- w w 1 " 29.5' 40.1 g g 0 ' .� f5'4 O,„ S a w _ __......... . ,� ._...... _ 5 66 O; ''4 `�i O' � f T 9 8 . ......... _...�............. ° _. _......... _ " __ w w �Z^� 1�'AWN ■ V) (n 0' E ''nn Q V,, ' a.... 4 S LV (€� m ID DIAL LOCAL ACCESS i• 4,;.....SLV - — .......... w w w w .� , i pit§;-_..,,',--^•----••--E-..... .. y. ._ ..._ .�. - .. ........... 4` p, - 'E i � 12.4 .,,_,..W _. d - 4 Z= _ _ .. :_..._ ... _ I � .....-.-. QL _.LO _ .... _,.... m...e—. I SLV 2" MAIN 6'� SLV ^ ---- ta4 ■ Q • — ——.�.. I �, �— Q — • — • — .._ . , . 2 MAfN 1 /2 i4 SLV — . — . — . — . �'P MMAIN .r I 1 ' '+a •i 'r/ - •• 13.20 ❑ O ❑ O ❑ ❑ . �. . — . — . . — ..� I�1 �] pp I sS 4 1 a.a o a o U o ■ i� o } j ( 2Tf 222 163, '11;6: 3/4 y a• 4 ^ ❑ ❑ d"... G i •.• . I. 0 ❑ 38 U -1 1 2 ✓ 1/2 g g a o - - � o "N 3 v .f . m j / 1 1 4 , l H E°STING ` _ p k !ti`. G►. C. _.............--------- �.. � <f � __ :. ti ■ E I \ O) v RIGHT OF WAY N. _ f �: I EX. SDMH 0 1 1/2" IRRIGATION METER LINE &VALVES DIAGRAMATICALLY SHOWN FOR EX. SDMH f` ■ V RESTORE LANDSCAPE &IRRIGATION RIM=F8.0 �. SEE DETAIL SHEET RL-4 RIB=6�8 PLAN CLARITY. LOCATE IN PLANTER STRIPS A� 70,0 r� N o ON PRIVATE PROPERTIES AFFECTED BY ■ z Cc CONSTRUCTION 1 ■ F 1 . . 1 ■ INSTALL 1" DIA. PVC CONDUIT FOR 24V ELECTRICAL WIRING FROM LANDSCAPE TO CONTROLLER. ELECTRICAL SUPPLY FOR CONTROLLER TO BE PROVIDED BY CERTIFIED ELECTRICIAN. CONNECT TO STREET LIGHT POWER SUPPLY. INPUT: 117VAC V-10%, 60 Hz. OUTPUT: 26.5 VAC, 1.5 A. 7 .5' 37.2 �rinur� IRRIGATION LEGEND/SCHEDULE SYMBOL DESCRIPTION 38.3 SHRUB SPRINKLER HEADS: RAINBIRD 1804/1806 POP-UP FOR SPRAY HEADS; ONLY 1804 IN TURF; RISER (R) AS NOTED ON PLAN; PLASTIC NOZZLES TYPICAL. PROVIDE PCS (PRES. COMPENSATING SCREENS) FOR SPRAY PATTERN ADJUSTMENT ONLY. NOZZLE PSI GPM PRECIP. RADIUS PCS O 0 RAINBIRD 12 F, TQ, TT, H, T, Q SERIES 30 2.6, 1.95, 1.74, 1.3, 0.9, 0.7 1.74 12' PCS 0 O RAINBIRD 10 F, H, T, Q, -LA SERIES 30 1.6, 0.8, 0.5, 0.4 1.5 10' D RAINBIRD 15 F, TQ, TT, H, T, Q SERIES 30 3.7, 2.8, 2.5, 1.8, 1.2, 0.9 1.8 15' ❑ RAINBIRD 15 SST, CST, EST 30 1.2, 1.2, 0.6 1.9 10' • WEATHERMATIC 8200CR ELECTRONIC REMOTE CONTROL VALVE (IN MIN. 10" DIA. GRADE LEVEL BOX) WEATHERMATIC MRMP PEDESTAL KIT. MOUNTED ON 12"x 24"x6" CONCRETE PAD. INSTALLATION PER MFR. SPECS. {• Q WEATHERMATIC, VALCON SL12 CONTROLLER (HARDWIRE CONNECTION); PROVIDE GROUND AND BATTERIES PER MFR. SPECS. WILKITATCH PIPE). L#17 EAT°PM0.C.) ® CA SON INDUSTRIES OE (TWO GRADE LEVEL VAULT WITH BOLT LOCK LID P.O.C. O BUCKNER QB5LRC10 QUICK COUPLING VALVE (QCV); COMBINE WITH OTHER VALVES IN SQ. BOX OR 10" DIA. BOX WILKINS 550 B - 1 1/2" DOUBLE CHECK VALVE (STATE APPROVED); TEST AND CERTIFICATION BY LICENSED BACKFLOW TESTER. ►• PLASTIC BALL VALVE (MATCH LINE SIZE) IN 6" CAPPED SLEEVE. (PLACE IN LINES UPSTREAM OF CROSSINGS TO MEDIAN PLANTERS.) — • — • — MAINLINE - CLASS 200 PVC (18" COVER); SIZE PER PLAN LATERAL - CLASS 200 PVC (12" COVER); SIZE PER PLAN SLEEVE - CLASS 160 (SDR-26) PVC; 24" MINIMUM COVER AT VEHICLE CROSSINGS; SIZE PER PLAN 2 VALVE STATION NUMBER i" 22••-- VALVE GPM VALVE SIZE 1 or- O ■ N ■ w N,� ..8 CO V) CV) Q w o a z CO1T Q T w.`� o ZO J Joo _,;\ I Op /3 > 0*0%% 00 ttj FD Q P, Q : D ...... ..... _F....__ _" ..... - ..,,..., �� .,._. ,_... _._._.,..,,,.�.A C3 3/4" 1 2" a ❑ v , O ;• . , m o CO 0 N U ° Q 1-1 z � C 2 'n > F I N N [D : Y Y 0] t PLAN HAS BEEN DESIGNED FOR CORRECT SYSTEM PRESSURE. CITY REQUIRES THAT NO PIPE SMALLER THAN 3/4" I.D. BE USED. CONTRACTOR SHALL MAKE NESSESARY CHANGES TO ATTAIN PROPER SYSTEM PRESSURE USING MINIMUM 3/4" PIPE. N N C N Ni .21 3 V 0 a) N (n v Cl- -,- U Q a� NOTES O z w 0 u) 1. FOR PLAN CLARITY, IRRIGATION IS SHOWN DIAGRAMATICALLY. COMMON TRENCH WHERE FEASIBLE 0 !1 AND MANIFOLD GROUPED VALVES. PLACE EQUIPMENT IN LANDSCAPE PLANTER STRIPS. z Q o w o 2. CONTRACTOR SHALL ATTACH IRRIGATION HEADS WITH SWING JOINT RISERS ONLY, NO FUNNY PIPE IS TO BE USED. Lv N g 2 o CALL BEFORE YOU DIGS 1-800-424-5555 ro C"4 i.. .0 C) ' O N I � Y � ( 00 z L\o. Q z �. Urn Un Z L �� wE STATE OF 00 ? }N N WASHINGTON - �, U V) REGISTERED raw aw LANDSCAPE ARCHITECT 0 15 30 60 '0 H. BRUCE McCRORY01 G, ' CERTIFICATE NO. 504 J �� (VALID ONLY WITH SIGNATU v cNo x. w ca Z Record Drawing Certification FAC# 99-0024 /%3//C �b, �� PROJECT REF. �j` O Ng z Lj These drawings conform to the Contractor's construction records. These plans are approved for conformance with the City of Auburn's Engineering Division requirements. By Date Y Title Position Approved By: z N s o Confirmed by Clty: Date Date Approved: !©13/ O o W Lo J 0� pp 0��' q#"# i ` I D" T no Irrigation Notes REVISED 1 /98 1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: A. INSTALLATION OF 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK-UP INTO MOUNTED CONTROLLER, IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN AND COORDINATE WITH GENERAL CONTRACTOR. B. INSTALLATION OF IRRIGATION/SERVICE METER AND STUB TO IRRIGATION POINT OF CONNECTION, PER UTILITY PLAN(S). PROVIDE STANDARD THREADED STUB -OUT WITH THREADED CAP ON DISCHARGE SIDE OF METER. STUB -OUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW FINISHED GRADE. C. VERIFICATION OF STATIC WATER PRESSURE AT POINT -OF -CONNECTION (P.O.C.) CONTRACTOR SHALL NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS, INC., OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER/LESS THAN DESIGN PRESSURE. 0. INSTALLATION OF SLEEVING. 2. SYSTEM HAS BEEN DESIGNED FOR 45 GPM AT ASSUMED 70 PSI. STATIC PRESSURE BY WATER DEPARTMENT TEST/CALCULATION XX PSI. 3. ALL WORK PER LOCAL CODE. INSTALLATION PER MANUFACTURER'S SPECIFICATIONS. 4. ALL VALVES TO BE PLACED IN "CARSON" GRADE LEVEL BOXES WITH BOLT -LOCK LIDS (OR APPROVED EQUAL). SET BOXES 1 INCH HIGHER THAN FINISH GRADE FLUSH WITH FINISHED GRADES. 5. MAINLINE PIPE TO BE BURIED 18 INCHES AND LATERALS 12 INCHES BELOW FINISH GRADE. NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE. 6. HEAD AND LINE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR ADEQUATE COVERAGE. VALVES SHALL BE POSITIONED ADJACENT TO CURBS, IN SHRUB BEDS WHERE POSSIBLE. 7. PROVIDE OWNER WITH TWO (2) SETS "AS -BUILT" DRAWINGS AND OPERATOR'S MANUAL UPON COMPLETION. INSTRUCT OWNER AS TO PROPER WINTERIZATION OF IRRIGATION SYSTEM (BLOW OUT). 8. FAMILIARIZE FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. 9. NO SPRINKLERS ON RISERS SHALL BE INSTALLED NEXT TO WALKS, STREET, AND/OR PAVEMENT. SPRINKLERS IN HAZARDOUS LOCATIONS SHALL BE FLUSH MOUNTED, POP-UP MODELS ONLY. IRRIGATION HEADS ON RISERS SHALL BE NOTED ON THE PLANS. 10. RADIUS REDUCTION SHALL BE MADE BY USE OF PRESSURE ADJUSTMENT, SCREENS, AND/OR ALTERNATE NOZZLES. IN -NOZZLE ADJUSTMENT IS LIMITED TO 10 PERCENT FOR SPRAY HEADS AND PER MANUFACTURER'S LIMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING SHALL NOT EXCEED 60% OF THE DIAMETER OF THE PUBLISHED DATA. 11. ALL CONTROL WIRE SPLICES SHALL BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL SPLICES, 3M, SCOTT'S LOCK SEAL TACK 3576-78, OR EQUAL. 12. EACH VALVE BOX TO CONTAIN A MINIMUM OF ONE (1) SPARE ORANGE CONTROL WIRE FOR JACKETED WIRE. ROUTE ONE SPARE WIRE FROM THE CONTROLLER TO THE LAST VALVE OF EACH MAINLINE BRANCH. COMMON WIRE SHALL BE WHITE. SINGLE STRAND WIRE SHALL BE A MINIMUM OF 14 GAUGE WITH SPARE WIRE TO BE YELLOW. 13. ALL ELECTRICAL EQUIPMENT SHALL BE U.L. TESTED AND APPROVED, AND SHALL BEAR THE U.L. LABEL. 14. PROVIDE MANUAL SHUT-OFF VALVE TO LINES ENTERING RIGHT-OF-WAY WHEN ZONED IN COMMON WITH PRIVATE LINES. MINIMUM OF 24 INCHES INSIDE PROPERTY LINE IN 6-INCH DIAMETER VALVE BOX. 15. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE SHALL BE TESTED UPON THE ORIGINAL INSTALLATION. THE TESTING SHALL BE PERFORMED BY A PERSON HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER. THE TEST REPORT SHALL BE SUBMITTED TO THE LOCAL WATER DISTRICT, OR PURVEYOR, AND OWNER WITH COPY TO BARGHAUSEN CONSULTING ENGINEERS, INC. CONTRACTOR SHALL INCLUDE TESTING IN THE SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INITIAL INSPECTION. 16. CONTRACTOR SHALL PROVIDE SYSTEM WINTERIZATION/SPRING SERVICE WHEN INSTALLATION HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL TO THE ABOVE DATES, OR AS FREEZE/PRECIPITATION CONDITIONS DETERMINE SERVICE NEED. 17. IRRIGATION SCHEDULING: THE IRRIGATION CONTROLLER CONTAINS A WATER BUDGET FEATURE. PERIODIC (WEEKLY) ADJUSTMENT OF THE WATER SCHEDULE IS INTENDED TO BE MADE VIA BUDGET ADJUSTMENT. RE -ADJUST WATERING DAYS AT 100 PERCENT BUDGET WHEN ADJUSTMENT EXCEEDS 30%. SET CONTROLLER FOR HIGHEST ETo WATER SCHEDULE, BASED ON PUBLISHED LOCAL EVAPOTRANSPIRATION DATA. SYSTEM HAS BEEN DESIGNED FOR 50 TO 80 PERCENT DISTRIBUTION UNIFORMITY. TURF ZONES SHOULD BE SCHEDULED FOR 100 PERCENT REPLACEMENT FACTOR ON A TYPICAL MINIMUM 3-DAY CYCLE, SHRUB ZONES SHOULD BE PROGRAMMED AT 40 TO 70 PERCENT OF THE MONTHLY TURF WATER REQUIREMENT ON A ONCE PER WEEK CYCLE. ALL WATERING IN EXCESS OF THE LOCAL ETo ("FIELD RECHARGE") SHALL BE COMPLETED DURING THE CONSTRUCTION PHASE WHILE THE CONTRACTOR IS ON THE JOB SITE. OVER WATERING OF LANDSCAPE DUE TO CONTROLLER SCHEDULING SHALL BE GROUNDS FOR CONTRACTOR TO REPAIR ANY RESULTANT DAMAGES AT HIS OWN EXPENSE. 18. SUBSTITUTION OF IRRIGATION MATERIAL/EQUIPMENT SHALL BE MADE ,IDNLY UPON WRITTEN APPROVAL OF OWNER'S REPRESENTATIVE. 19. ALL TURF ZONES SHALL PASS A MINIMUM DISTRIBUTION UNIFORMITY OF 62 PERCENT, AS TESTED THROUGH AN IRRIGATION ASSOCIATION CERTIFIED WATER AUDIT. ---DOUBLE CARSON W GRADE LEVEL VALVE BOXES WILKINS 600 PRIES. REDUCING VALVE Q AS NECESSARY T X S COUPLING: z CONTR. TO PROVIDE THREADED FTG. AND CAP z ON DISCHARGE SIDE OF < METER. FU SCH 80 L V PVC UNION VALVE (BLOWOUT) DOUBLE CHECK S Q VALVE PER DETAIL METER PER CITY STANDARD SCH 80 PVC UNION METER STOP v PVC PER CITY STDS. THE BACKFLOW DEVICE SHALL HAVE 6" MINIMUM UNOBSTRUCTED CLEARANCE ON ALL SIDES POINT OF CONNECTION (P.O.C.) DETAIL NOT TO SCALE FINISH GRADE PLASTIC VALVE BOX (10" DIA.) QUICK COUPLING VALVE 1 C.U. FT. 7/8" GRAVEL SUMP SCH 80 PVC ELL (TYP.) SCH 80 P.V.C. NIPPLE SCH 40 PVC SXSXT TEE QUICK COUPLING VALVE NOT TO SCALE 0 ) 0 C (FINISH TOPSGRADE) o c)oO PAVING SECTION PER CIVIL PLANS a U_ COMPACTED BACKFILL-- _�` ° O ° ° AT 90% DENSITY ° J ° O • °� (TOPSOIL BACKFILL) N AT 95% DENSITY (STRUCTURAL) O °C 00 o �r n-o-n PVC LATERAL 6" OFFSET U SLEEVE(S) o 7 ° ALT. WIRE SLEEVE ° 0 ° ° PVC MAINLINE io io a VALVE WIRING o m k PIPE BED MATERIAL O TO BE CLEAN & FREE OF ROCK LARGER THAN 1/2" * SLEEVING MATERIAL SHALL BE PVC CLASS 160(SDR-26). * DIMENSIONS ARE MIN. CLEARANCES. * ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL SHALL BE CLASS "B" OR BETTER (MAX. OF 10% PASSING NO.40 SCREEN) AND BE COMPACTED TO MIN. 95% OPTIMUM DENSITY PER ASTM D-1557-70 (MODIFIED PROCTOR) SLEEVE/TRENCHING DETAIL NOT TO SCALE 0 z a O 0 co EQ EQ DOUBLE GRADE LEVEL BOXES _ _ _ SIZE TO PERMIT 12" MIN. CLR. �� o = I —I FROM WALLS TO TEST COCKS; 0 BOLT LOCK LID. III WATER SERVICE DOUBLE CHECK VALVE (STATE APPROVED o to N nj FROM METER ASSEMBLY) RESILIANT SEATED VALVES & IX W ° TEST COCKS; INSTALL ASSEMBLY AS a C) ° ° ° Q SHOWN OR THE TEST COCKS IN HORIZONTAL C)° Q W ° IN ° POSITION, PER LOCAL REQUIREMENTS. -d o o N U OUT PVC MAINLINE PER PLAN � \ WW(0N C!) W J N C]fafr- w zLLJ n zzLL_a Q < I— c) W Q ��w� J �L N < W W — Q SCH 80 NIPPLE & FEMALE U) V) � L }' W § a: ADAPTER QI c UNION AT EACH SIDE OF VALVE rC SCH 80 PVC U U U U C�OC �C�C�C 0�wOfI- Z W Z SCH 80 NIPPLE (TYP.) a a LLCc D0 C r a O Z �O OOC (� BLOCK AS NECESSARY WITH BRICKS a ( O C� OR CONC. BLOCKS AT BASE OF VAULT ¢ m D C O C GRAVEL SUMP-7/8" WASHED GRAVEL = Q Q D' )a0o, Oa�0=11 0 �0 1 r-) rn � h -- NOTE: _ 1= INSPECTION OF COMPLETED ASSEMBLY m Y I-m m >> BY CERTIFIED TESTER REQUIRED. = Y = = m O o ICE CHECK VALVE, —ASSEMBLY \\O\ a) 77 O I- \ rn o NTS O rn oo co A - ,: - d' M N — o z a /fir WIRE WITH WATERPROOF WIRE FINISH _ CONNECTOR GRADE PLASTIC CONTROL VALVE t- SCH 80 BOX WITH COVER O Irv; NIPPLE 11 STANDARD CARBON BOXES ONLY (V SCH 80 SXT PVC LATERAL C, 90' ELBOW o SCH 80 _ TO SPRINKLERS w NIPPLE co O O O O PVC W CO � 0 0 0 0 0 0 0 0 a 0 SCH 80 NIPPLE DCC OoOoOcO AND FEMALE ADAPTOR ' _ O aO00 0000 oC00 O00 OOC REMOTE CONTROL VALVE; BODY CLEAR OF SUMP J PVC MAINLINE 1 C.F. 7/8" GRAVEL SUMP W m 0 W MAIN LINE FITTING CD �"- NOTES: SCH 40 SLIP TEE W -PROVIDE EXTRA COILS (18") OF EACH WIRE IN VALVE BOX J -TAPE WIRE TOGETHER EVERY 20 FT. Z O Go -MIN. 6" DEPTH, 7/8" WASHED GRAVEL UNDER EACH VALVE -COMPACT SOIL AROUND VALVE BOX O 0 z /'� � -USE TEFLON OR FLOWABLE SEALANT IN ALL THREADED FITTINGS, PER 'R W 00 MANUFACTURES SPEC S. (J W INSTALL UNIONS ON CONTROL VALVES. Z REMOTE CONTROL CO to NOT TO SCALE W z W N O LL .v v o ° U ° N U (n 0 co Y Y, m1 O Y Y = N C c ) > N rn _3 0 o v 4) Q Cam) Q 0 6"/12" POP 6" CLR. OF AT SHRUBS OBSTRUCTION 4" POP AT TURF a — �. ` 4' � - MULCH CONDITION SPRINKLER FLUSH AT LAWN FINISH GRADE ADJUST ANGLE AT ` 4 STATE OF �WASHINGTON REGISTERED & FLUSH WITH _ SLOPE COVERAGE % OF CAP�ARC�HITECT MULCH LINE - SCOPE INS. SPRINKLER 80 H. BUCE SCH 80 PVC 90H ELBOW CERTIFICATE NO.0RY 504 (VALID ONLY WITH SIGNATURE),,-' NIPPLE SCH 80 90' ELBOW LATERAL MANUFACTURER'S LIMITS PREVAIL FOR SCH 40 PVC Record Drawing Certification PROJECT REF.- FAC# 99-0024 i0,8//00 7 INSTALLATION AND ADJUSTMENTS. TEE SxSxT RISERS ON ALL APPLICATIONS. (SIDE INLET ONLY) PROVIDE SWING JOINT NO FLEXIBLE FUNNY PIPE TO BE USED. These drawings conform to the Contractor's construction records. These plans are approved for conformance with the City of Auburn s Engineering Division requirements. POP-UP RISER ASSEMBLY By Date ®�%� T<tle/Position Approved By�% �'""""" .414 NOT TO SCALE Confirmed b Clt : - Date y y Date Approved: 2 v7 C7 cW.) z > O zg cii LLJ J a Q z Q zw j Q N r7 N N z O NW W rn(000 La Q I Ww Z �LnLn Ln Z CI-4 N W N C -a Y►+ U (V) L Ey ° ( ai z o� ° ism