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HomeMy WebLinkAbout00D1600TEETH 1�l z S EQ V� z a o Ld 1OTH ST 8TH _ R tf. Z z J�J JOLL. � � z / Z cp. J v HAUL ROUTE MAP W Vi ZONED C1 CALL BEFORE YOU DIG: 1-800-424- SPECIAL NOTES: 1. FOR FILL MATERIAL AND PRELOAD SPECIFICATIONS REFER TO CLASS 'B' FILL REFERENCED IN THE GEOTECHNICAL REPORT DATED 9/7/99 BY ZIPPER ZEMAN ASSOCIATES, INC. 2. CONTRACTOR TO CONTACT GEOTECHNICAL ENGINEER 48 HOURS PRIOR TO ANY FILL ACTIVITY FOR INSPECTION OF THE PROPOSED FILL MATERIAL. ZONED C3 LEGEND PROPOSED TYPE I CATCH BASIN ■ PROPOSED TYPE II CATCH BASIN PROPOSED CORRUGATED POLYETHYLENE PIPE EXISTING TYPE I CATCH BASIN C EXISTING TYPE II CATCH BASIN 0 EXISTING STORM LINE _ _ — — — - PROPOSED SPOT ELEVATIONS /M4" EXISTING CONTOURS EXISTING SANITARY SEWER MANHOLE 0. EXISTING SANITARY SEWER LINE PROPOSED WATERMAIN qs/ PROPOSED GATE VALVE N �� PROPOSED TEE Fri 4 PROPOSED CONC. BLOCKING V PROPOSED 90' BEND -9 PROPOSED 45' BEND '-H FIRE HYDRANT A EXISTING WATERMAIN Wi- — EXISTING GATE VALVE P� EXISTING TEE EXISTING FIRE HYDRANT PROPOSED PAVEMENT c`�t PROPOSED CONCRETE UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENG#4EERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR #MALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON MTE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND 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. PF 0 0$3 I or- iU �\� \\\\ \ GENERAL PLAN NOTES: AUBURN MARKETPLACE COVER 'SHEET A PORTION OF SECTION 12, TOWNSHIP 21 N, RANGE 4 E, W.M., AUBURN, V* A S-BUIL T 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," 1998 OR LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE STANDARD CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON I THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. ZONED C3 ZONED C3 I CONSTRUCTION SEQUENCE 1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF AUBURN OFFICIALS. 2. FLAG ALL CLEARING AND GRADING LIMITS FOR PROJECT. 3. PROTECT ALL PROPERTIES ADJACENT TO THE PROJECT FROM SEDIMENT DEPOSITION. 4. NO RUNOFF IS TO LEAVE SITE WITHOUT TREATMENT. 5. CONTRUCT STORM DRAINS PER APPROVED PLANS 6. CONTRUCT WATER MAIN PER APPROVED PLANS 7. CLEAR AND GRADE SITE AMEND T.E.S.C. FACILITIES AS REQUIRED. 8. 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. 9. 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. 10. CONTINUOUS MAINTENANCE AND UPGRADE OF T.E.S.C. MEASURES INCLUDING DUST CONTROL SHALL BE PROVIDED AFTER CONSTRUCTION OPERATIONS COMPLETED. 11. INSTALL ASPHALT PAVING AND CURBING PER APPROVED PLANS. 12. RECONFIGURE DARIY QUEEN PARKING LAYOUT PER APPROVED PLANS. 13. COMPLETE 15TH STREET N.E. WORK PER APPROVED PLANS. 14. STABILIZE/HYDROSEED EXPOSED AREAS. 15. CLEAN STORM DRAINAGE SYSTEM. 16. MAINTAIN E.S.C. FACILITIES UNTIL ALL RISK OF EROSION/SEDIMETATION DRAINAGE HAS PASSED AND PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT -LADEN WATER INTO STORM DRAINAGE SYSTEM. TEMPORARY EROSION & SEDIMENTATION CONTROL FACILITIES TO BE REMOVED ONLY UPON FINAL SITE STABILIZATION & APPROVAL FROM CITY OFFICIAL. 17. COMPLETE INSPECTION/PUNCHLIST. 16TH ST 15TI ST. N E, Z LU 1OTH CL Z at Q. q VICINITY MAP NOT TO SCALE SURVEY DATA VERTICAL DATUM: CITY OF AUBURN (NGVD 29) 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 LEGAL DESCRIPTION C 0 N id.N w>W w w W III I U U CD W JCL CL cc U W Q m o low V1 Qw W (/i x > .J 0 IL F- W M p a Q U O� � m o 0 nN o z TAX LOT NUMBER 072105-9037 ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE CITY OF AUBURN, KING COUNTY, STATE OF WASHINGTON, - -- BEING A PORTION OF THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 21 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, DESCRIBED AS FOLLOWS: REVISED LOT D AS SHOWN ON AUBURN LOT LINE ADJUSTMENT NO. LLA-0032-99, RECORDED UNDER KING COUNTY RECORDING NO. 19991119000982. TAX LOT NUMBER 072105-9047 -' w N ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE CITY OF AUBURN, KING COUNTY, STATE OF WASHINGTON, N BEING A PORTION OF THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 21 NORTH, RANGE 5 EAST, W WILLAMETTE MERIDIAN, DESCRIBED AS FOLLOWS: W T LOT 3 AS SHOWN ON AUBURN SHORT PLAT NO. SPL-0010-99, RECORDED UNDER KING COUNTY RECORDING NO. 19991215001134. Q TAX LOT NUMBER 072105-9048 (f� U ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE CITY OF AUBURN, KING COUNTY, STATE OF WASHINGTON, > BEING A PORTION OF THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 21 NORTH, RANGE 5 EAST, AND W Q THE SOUTHEAST QUARTER OF SECTION 12, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, W DESCRIBED AS FOLLOWS: LOT 2 AS SHOWN ON AUBURN SHORT PLAT NO. SPL-0010-99, Z RECORDED UNDER KING COUNTY RECORDING NO. 19991215001134, w Q Q > J Q TAX LOT NUMBER 072105-9054 J Q _j 0 ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE CITY OF AUBURN, KING COUNTY, STATE OF WASHINGTON, > BEING A PORTION OF THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 21 NORTH, RANGE 5 EAST, AND Q 00 THE SOUTHEAST QUARTER OF SECTION 12, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, W W DESCRIBED AS FOLLOWS: (ZD �z LOT 1 AS SHOWN ON AUBURN SHORT PLAT NO. SPL-0010-99, RECORDED UNDER KING COUNTY RECORDING NO. 19991215001134. "`O CDJ TAX LOT NUMBER 072105-5056 U ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE CITY OF AUBURN, KING COUNTY, STATE OF WASHINGTON, Z U) BEING A PORTION OF THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 21 NORTH, RANGE 5 EAST, AND THE SOUTHEAST QUARTER OF SECTION 12, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, , DESCRIBED AS FOLLOWS: TRACT "X" AS SHOWN ON AUBURN SHORT PLAT NO. SPL-0010-99, _ ^ RECORDED UNDER KING COUNTY RECORDING NO. 19991215001134. TAX LOT NUMBER 745992-0020 CD Q Q ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE CITY OF AUBURN, KING COUNTY, STATE OF WASHINGTON, LL BEING A PORTION OF THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 21 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, DESCRIBED AS FOLLOWS: LOT A AS SHOWN ON AUBURN LOT LINE ADJUSTMENT NO. LLA-0020-99, RECORDED UNDER KING COUNTY RECORDING NO. 19990715000663. CM TAX LOT NUMBER 072105-9046 N ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE CITY OF AUBURN, KING COUNTY, STATE OF WASHINGTON, _ _�� > Z Q BEING A PORTION OF THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 21 NORTH, RANGE 5 EAST, r WILLAMETTE MERIDIAN, DESCRIBED AS FOLLOWS: LOT B AS SHOWN ON AUBURN LOT LINE ADJUSTMENT NO. LLA-0020-99, of n; RECORDED UNDER KING COUNTY RECORDING NO. 19990715000663. Y o o rn TAX LOT NUMBER 072105-9047 4 ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE CITY OF AUBURN, KING COUNTY, STATE OF WASHINGTON, C 0 of N BEING A PORTION OF THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 21 NORTH, RANGE 5 EAST, - a °' WILLAMETTE MERIDIAN, DESCRIBED AS FOLLOWS: o in 0 a o LOT C AS SHOWN ON AUBURN LOT LINE ADJUSTMENT NO. LLA-0005-99, RECORDED UNDER KING COUNTY RECORDING NO. 9903100661. x INDEX OF SHEETS: A S aw"BUIL T.LL C1 OF 4 COVER SHEET V, ►1 C2 OF 4 GRADING AND STORM DRAINAGE PLAN C3 OF 4 GRADING AND STORM DRAINAGE PLAN �� A S z C4 OF 4 CONSTRUCTION NOTES AND DETAILS ° <, o ZVY g 1 OF 1 SITE PLAN - DAIRY QUEEN PARKING REVISIONS �� Q CDz L1A OF 5 LANDSCAPE - SOUTH o,� p 25672 0 � - > CNrr) cv CI-4 o L1B OF 5 LANDSCAPE - NORTH �ss�o� S T E ��G��� o CD N CO Z o CD L2 OF 5 PLANTING NOTES AND DETAILS A L z M C° CO La 1_36 OF 5 IRRIGATION - NORTH I E S s 23 01 L4 OF 5 IRRIGATION NOTES AND DETAILS ''' z CN zNN �> Record Drawing Certification 00 w > ENGINEER LANDSCAPE ARCHITECT: �-- 0 U BARGHAUSEN CONSULTING ENGINEERS, INCH j . l qq FIELD S1^1'EY�FORME0 v CONTACT: DANIEL K. BALMELLI, P.E. lN FEB.o 2osconform to the eteF�senstr r-eser� d . a w �S CONTACT: BRUCE MCCRORY, RLA :�oF �r . o ADDRESS: 18215 72ND AVENUE SOUTH �U;`T Date � d- KENT, WA 98032 PHONE: (425) 251-6222 i Title/Position F SURVEYING SERVICES � N r SURVEYOR: r Confirmed by City. -' Date ' BARGHAUSEN CONSULTING ENGINEERS, INC V ' CONTACT: F. MICHAEL HOTES, P.L.S. /� 0 a► v ADDRESS: 18215 72ND AVENUE SOUTH . i"- 15•6Z PROJECT REF. FAC 00-0039 b► o�J N KENT, WA 98032 _ C rn PHONE: (425) 251-6222 These plans are approved for conformance with the City of i OWNER" Auburn s Engineering Division requirements. o N AUBURN MARKETPLACE INVESTORS, LLC U CONTACT: JEFF OLIPHANT E � w 5743 CORSA AVENUE, SUITE 216 Approved By z (V N o WESTLAKE VILLAGE, CA 91362 Date Approved. JOd o ♦— PHONE: (818) 865-1400 U 0 6 OOD160 CALL BEFORE YOU DIG: 1-800-424-5555 :�-�r-�� r � � ram.. rr. •t. 18 'f 1=40'} ),7 UO ! . ('"NRADING AND STORM DRAINAGE AND UTILITY MATCH SEE SHEET C3 rf— - T .T— - — - — - — - - �.. r r °■ M.■I■ -,M,i� r - — - u y •REM,�n0 ---- ---7— � Ilya$" , .+�,E^7'..—.......'......'•-•-."_-_-T'.'.],.... . .....................r..�(... :. . ' `r " l ^.....—_..._.,..•_yS'.'�"- I - - - _ - ' -" - - f _"r I ----------------- ---I�------------------------ ---- ------ 7] ... , n ?: _ + - . .. .. •'. � T FUTURNEG PUILDIiVG .r_.1 ETAIL SHT. C4) -- ----------4-v= ---------------- ---------------------------- Ai. . � . .. .. .. ... .. .. .. RELOAD WEDGE CUF8 Vgjy (PER �. _.... ----�---=---- - - ,n _ _---------- i • ...... ......_... . I 20........."`.. .,..�,...-...�..� .°...•-...,.,..•..,-•-.._,.,.,�p ;�'' I� } Ili r _:1 x . . .............. .h, ® *� J r -A 608 DEVELOPMENT PI ylI iu n I pE �. I I MINI y tb a v, i W � 64 --- f� iJ �y • i �U U a. (PER AIL SHT. C4 r--- --------- I 1 1 .JJ. ! EX. 1 : I 1 BLDG.---------- l i I l EXISTINGC DE /��+B �2 I 1 a IC� z Q W Q J - W z U �CO '� z ® Q ail �7_ W �-rLi W so_ CL LLJ 425 LLJ E J Qp p Q V zi z = Y T-4 IYiN W/STANDARD G 1 1 U i I J J. RIM= 66.51 IE—.64� 64.23 (12'SWl7." ` ji FUTURE BUILDING , ..... ..... CV 1 CONTRACTOR TO FIELD VERIFY HORIZONTAL, .co a� 1 AND VERTICAL LOCATION OF EX. WATERMAIN 1 I ® W r �k PRIOR TO ANY CONSTRUCTION UPLry C � _n I / �✓ y I ° r' I REMOVE 12" PLUG, BLOWOFF ASSEMBLY BOTTOM 12 W .5 L---------------- j / II r rev;,: AND CONCRETE BLOCKING TOP 12 W=62.5 .' — 1 ` t5'—WWAER'--�7'32------- —='�� �— a — w Ill I j 1. PROVIDE MINIMUM 42 COVER W d■ EASEMENT � LF 12 PVC SDI '. "' �' OVER PRaPOSED WATERMAIN I (TYPICAL) ® 0 60% -" \ CL 52 DI. W I o .s, •0 .. I � it f 1 . _ _.._. — " TA LL• • ��. Ili I IEX. #.: TEMPORARY DITCH _ 1-12 90' BEND MJ I f I ® t EX. STOM DRANACE i BLDG. ., . — i QNQRFTETHRUSI 1 m III - WATiAia. 1 POND , , r k I I 1.. II'I III W MIN. TOP OF POND EL.=67.0 - :::: EX. SDMH 46 ° MAX W.S. EL.=65.5 66 9 +' ... - PROTEC I e�' RIM ss oo TCH BASIN TION S. EL.=6 IE=60.59 (PER CITY OF AUElURN STD. DTL. DEV-7) r 1 J � - NEW IE=62.09 l68 1.36916 `- `_ I € 1 i U I - v_.---. I' ADJUST RI -66.00 , 445-LF 12" PVC ® I Y _ 0 1 �' I � co 15' WATER r------------7 I - t EASEMENT 1 I ; "NI II LO I °• PICA �R (PER 1 (TYPICAL) I L—---------J �' Ih YPE - � �� CELL 1 !.' I CO, Q fE-+( &-* �/7 0V AV ,f4v , � 3, RIDGE LINE }Er 68.0 I i� '�•• IIIII t` l I sE SHT. C4)'" '' .5 ` I € I � �G?b '` 5 .,,..' � ��. I I -/'N7�T7/'�L I f A , • .aii ��in � PER DETAIL SHT. C4 ' la 4P o c' , ? �\ RIM= f t IE=6 f .. I i v■ t; NM EXTRUDM CONCFEM CURB ' r RIM=N.0 (W/ CURB BREAKS PER DETAIL SHT. C4) 2 m O _.---------x V 0 nl 3 a> L Illf A�'� 6��'` i �u. ��.iii �` iii I 4`� a�i : n CATCH errt�w LOP `=- iti III X I o o 0 a , .�.. .� �-••� � 6 � PER CITYT STD. DTL. DEV-7)z W --- - --69. ..... � I I 1r 67.0 ��• TEMPORARY DITCH CONCRETE CUR . h (PER DETAIL SHT. C4) 2.0%12 EW N.. � B UIL T a n 66.6 $' -:... ....---.. 'i• ° III <iS , CONTRACTOR TO FIELD VERIFY HORIZONTAL i 2 ,. AND VERTICAL LOCATION OF EX. WATERMAIN _.-_... - w y o PRIOR TO ANY CONSTRUCTION r_ €% •" - W d 1, I REMOVE 12" PLUG, BLOWOFF ASSEMBLY x z 3 II W L¢ Z Lz, 0 AND CONCRETE BLOCKING UT BUILDING ...... �= �. � � z o k---.--•FUTURE B DING ' 'blTII ;F. 25672 N.. I ? t I� F ��, o , p R� o N ONO � Cn : ; � ` I �X. �� 9,� ���S��NA L� E�� 00 Cvi r - i EXISTING PRELOAD 4�: � IB .,�.0L z (0 00 w w Fx�rVMS: I I a1ErX o f t� n� a lu I I W i BLDG. EXPIRES 9 23 01 s Lf) Lf) U _ E I „ C� i 4 �' O iii I N N Z ZGj F= { -J NEW EXTRUDE CONCRETE CURB " _ , _ j jji N z `n Ln J (PER DETAIL SHT. C4)�I;; Record Drawing Certification 1714 o0 w > o • ° --^' III ,b`'` FEELD 6yRVEY, PERT I 1 _ _ 'I llV FEB. 2001.conform 0H These drawings n rm o e o � --- ^ c� Date �: 6 —Q ��_.. _. _ ... __ `� __----- --- G SERVICES 2 -._. —a -_ 6._ . �� -- ------ s-- _ - ........-......... Tit/e/Pos�fion � .- -P DUj z _------------ -- - - - - _ _ Confirmed by C/ty ate m — — - - -t;- ._ ...._-......_.. � '�-- '-``--- ..__ __ _ �-_ � . :�t. sue. __ h I r:>• - �i`.'- -ff ---- -. CS ..—•. o � 3-------s sassss': =s yes• - ,.ay - _ M 40 _.... ... 10;-—. — _- =-a==sa= PROJECT REF.• a _ -- ri P --_-_---_ - `� ,<, �'�-'•_•..; - l � These plans ore approved for conformance with the Grt of -' _ = -= - = PP Y o Auburn s Engineering Division requirements. ------------ - - - - - - - ' -----I-- --- ' '-`------------------- °3, �°� _ ,`. can '�- -- - - - - - - - - - - - - - - - - a. ;,,/ ............_ - ---, iii ' �`.^ -•�, � `�, � �.. , ,:+ .,r, �, CV o Approved B 'u� �I�� zCq o d Date Approved.• / 1 �F oe3 z of ►� 0661191, 0001600 CALL BEFORE YOU DIG: 1-800-424-5555 GRADING AND STORM DRAINAGE AND UTILITY PLAN ra4V NEW RIGHT TURN ONLY SIGN z z z NEW RIGHT TURN ONLY SIGN----\ GA!1; EX. SDMH F VALVE RIM = 65.52 - IT �A ER OIL ER 30" C M P E = 57.7-7 AT9 R SEPARATOR 12" PVC NMI =--52.M in I_ 3- S6 9TM 0. F. 56.77"' 4L - EX. RIM 6" Lj V) Q r Ld I cr, i 57< 0— Lj U, ir�O- 0 I � � f � tl V/ EX. SDMH RIM = 64.87 NEW EXTRUDED CONCRETIE CM 15" CMP S 58,57 (PER-1),M IL., SHT-...-C4)-----'-- ...... . 30- CMP W-­=� 57.52 ............. . ............. ... . ...... . . ............. . ..... EX. CB /RIM =1 63.97 ............ TELEPHONE -80 61.82 NEW RIGHT TURN ONLY SIGN 61.82 NEW RIGHT TURN ONLYSIGN j- x SIGNS 8" PVC NN = 61.55 .... . . . ................ ........... 4" ADS E 7 NEW RIGHT TURN ONLY SIGN ----- ----- ----- Ir t. WATER\ METER E IST. LOT LPRECAST CON 'R OCATE ED 5STOP BLOCKS (TY IU EX. CB i 15 RE F RIM = 64.22 6 PVC N 152.17 r. Lr•ao ...... A CK III LOT i2.22 IN NEII I .. ........ W z W .2 z a: z 0. O'S Ld a: 0 CL CL J LLJ V) LLJ V) CO JAM IN TFIE BOX x Cr SITE MI41910VEMENTS PER SEPARATE FAC a o o CL 7) 1 z 7) Ln LLJ 0 L) FUTUM DeYMOM&INIT Sy 0 Ilk n a Ld x C) z Uj CD LLj CD VA AI Ip 25672 > CN C :5:2 z C14 < &0 CIO 0 C f I. Ill .5, (0 00 Z: I NA L 1-4 1 — z LIJ r —EXPIRES 9/23/01 1 NI III L0 L0 ca C4 C4 cl-A 04 :Z Record Drawing Certification 00 Ill -0- qt R < III CS 'X EX. III }FlESLNVEY PERFIOAWED These drawings conform stmv#m feeemb.- C14 IE t:62 04 1 0 E 1?00/ 01 fo IN FEB. C4 Date t IIIn Ji TAR OF SURVEYNG SERVICES rltlelPositio 4)j :7 j f 4�q1 n z Confirmed by CIty. Date LU 4 J�. PROJECT REF.- FAC 00-0039 f FUTURE BUILDo 5" PLUG EXISTING PRELOAD if These plans are approved for conformance with the City of 26 Auburn s Engineering Division requirements. -. -- — - — - — - — - — - — - — - — - — - — - — - — - — - �- -o"I AEJ 0 0) (D MATCHLINE %9 �-C,2 Approved By. z C4 &-- 0 -0 (0 V) Date Approved.- -0 c)6S 3 of 10 06011 00,016400 CONSTRUCTION NOTES- AND DETAILS 3" COMPACTED DEPTH CLASS 'B' A.C. PAVEMENT 6" COMPACTED DEPTH CRUSHED ROCK BASE COURSE O 000 pp O o0 0 O 0 °80 coo 0 OpCJ \ OO 0 0 an non-0 00 O40CVOa 12" SUBGRADE COMPACTED TO 95% TYPICAL PAVING SECTION (ALTERNATIVE: 3" ATB W/2" CLASS 'B' A.C. PAVEMENT) NOT TO SCALE EXTRUDED CONCRETE CURB DETAIL NOT TO SCALE T AM EXTRUDED CONCRETE CURB BREAK DETAIL NOT TO SCALE 2' TRANSITION 2' TRANSr 1.1 CURB AND GUTTER TRANSITION DETAIL NOT TO SCALE 2'-00 USE 4,000 PSI CONCRETE 24" CONCRETE CURB AND GUTTER DETAIL NOT TO SCALE --T-rT--1'� - - � TEMPORARY DITCH NOT TO SCALE T 6" 4 POURED CONC. CURB WITH 1 1 /2" RADIUS ON 1.0' WEDGE CURB —I CORNERS --7 3" LAN!)SCAPE OR SIDEWALK AS ° AV%kr CONCRETE CLASS "B" AS SPECIFIED 2—#4 BAR CONT. CRUSHED SURFAaNG TOP COURSE \\ �� GRAVEL BASE SELECTED FILL o- f' c" c' A' /VA�VA�VA/V,�/1VA �O FILL 1.0' MIN. GRANULAR ASPHALT PAVING CAST -IN -PLACE CONCRETE CUFF (ALONG EAST PARKING) ASPHALT WEDGE CURB NOT TO SCALE NOT TO SCALE �e J W o p • 5 C^^�� ) Z Q ` cl) W O 0 CL L Z mw w J C6EQ� 0 F- W o U 4t Q� --j [�' Z ak-j� a cr- 0 m ft)N Q Of `° N °CND ®w� cluu a co o O w 0, J � J_ 00 Q 00 r ct Z ! W u � Q `� J. g m l o e V Q) c a O m ¢ 0 Q aV N EXPIP1Eli:1.15. 0 L L x E n V) LLJ Q� F W /� 6 Q A, i (! J cn X Q Z z o 71 w 25672 j N g z Fss �� / S T E��G\��, 0 00 N 00 z> o NA L E 0-) co 00 z N EXPIRES 9 23 01 Q z w 6 UIL T S CC4 lC) 1 z I L Record Drawing Certification 000 w lEL SI.�RVEY PERFORM�FD CD Thew obwingqs conform t e e N FEB. 2001. _ 3 / 24 Date ECT SURV G SERVICES J N Title/Position Z% M C° Confirmed by Clty: Date _ uZi PROJECT REF. FAC 00-003$ f, C0� a) V N These p/ons are for conformance with the City of aubum s En 0 N 0) Approved .t�+.w�. s.V'I z' 0 0 Dote ,,._v+ed: �l �u0��� ' o U� PF 1� 063 aL: ►a _a &GIMI n0i WA MIMIN al 1-800-424-5555 0 PF `og3 5-of 10 11=20' .. M -------------- I 1 I 1 I I II \\\ /./ // ' Ot POTENTIAL I. D. SIGNLOCATION 20' SETBACK; PLANS BY SEP, PERMIT. POWER STUB FOR FUTURE SIGN, LIGHTS LANDSCAPE*TO BE PROTECTED — --------- --- ----- -------------------- -- ---- -- -- ---- - -- -- -_----========----___-__--_--_- __- / Y 3 _ 3'R.. N < ) 2 7T 3'R 1 _ r 00 .. ..... a� cV ' 631N3 10N 00 c 0 ® RELOCATED LOT LIGHT EXIST. CURB + ......_..- _ L — PRECAST CONC 0 0 STOP BLOCKS J o_ 2' O.H. TYP. STD. j 17.9' 16' 21' 18, 2�' ONE WAMF ONE WAY M "a W C14 �' HCP = , ......cv. rn 00 (,' CUT & PATCH NEW CONC. N "+! H.C. RAMP PER CITY STDS. PAINT "CO PACT" IN `,, 3 J H.C. PARKING SIGN BLOCK, CA S. (TYP.) _ a _ N r .... ........ _ N ,�,� � ._......... HCp .5' O.H. ( P. COMPA C N 5R i \ s Do Mom' --=: _.... ...-... ��, RELOCATED __�_ ......... + R LOT LIGHT in 5'R , co EXTEND ISLAND Z i g------------------ ------------------ N i CV N n 1 �n u " __L iK �A SITE NOTES 1. ASPHALT PARKING LOT TO BE STRIPED WITH 4" WIDE PAINTED WHITE LINES AS INDICATED. CONCRETE PAVED AREAS TO BE PAINTED YELLOW. PAINT SHALL BE SHERWIN WILLIAMS "PROMAR TRAFFIC MARKING". 2. CONTRACTOR SHALL COORDINATE AND COMPLY WITH ALL UTILITY COMPANIES INVOLVED IN PROJECT AND PAY ALL REQUIRED FEES AND COSTS. 3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 4. ALL RADII SHALL BE 4' UNLESS OTHERWISE NOTED. 5. ALL CONCRETE SIDEWALKS AND APRONS SHALL RECEIVE CONSTRUCTION JOINTS AT 25'-0" O.C. UNLESS OTHERWISE NOTED. 6. FOR SITE UTILITIES, SEE SITE UTILITIES PLAN. FOR SITE LANDSCAPE, SEE "L" SHEETS. FOR SITE GRADING AND DRAINAGE, SEE "C" PLANS. SEE SHEET C4 FOR TYP. CONSTRUCTION DETAILS. V z Q co O W W OfZ) z 0 J U CL W Y 0 W W V) 5 m a M Y a z z Y M 0CL D = T WCO Q 0 N O SITE DA TA Uj cr C0 N N W ® H Acreage: NIA Existing Parking: 45 > V z W W 0 � Parkina Provided: W Standard 23 Z J r Compact 10 Q > � Handicapped 2 _j Q J 00 Total Parking, Provided 35 E > Parking Require d.• 55 W Cl)W 00 (1 space/100 sf GFA — 10/1000 sf) \/ a: � 0D � GFA = J500 sf a ® J VJ W m LD U0Q N v O N N II V Q z . Vn O s ) > I 2 N C�3 c0 < N C p C. Y > O N m O 0 U ad b� x v 0 N N V) �. STATE OF WASHINGTON :D O Z z REGISTERED a J Ln _._LANDSCAPE ARCHITECT z QCN o z H. BRUCE McCRORY CERTIFICATE NO. 504 LLJ Q n C:) N CN N 00 O z 2� CD CD CD (VALID ONLY WITH SIGNATURE) 6) Cfl 00 Uj w z N Q Ln z U Z a Ln �-= ^C4 Ed > E Record Drawing Certification 0000 w > = 2 U V 0 These drawings conform to the Contractor's construction records. • 0 VA a Date Title/Position 2 i , rn Confirmed by Clty: Date LU pC7• / FAC# 00-0039 v► J' SEP-0020-98 G O�y� N This plan sheet conforms with the City of Auburn's Planning i Department minimum ,AWsca{et requirements. ,— y .o E N 0) v� � v� Approved By: _ z N _r_ Date Approved. Z ` — DD o r I LANDSCAPE - SOUTH "A" STREET CONSTRUCTION LIMIT AT EXIST. RAMP I L-VT r Lr\ )I I LI\ "\vvIIu LIGHT & MANHOLE CELL . STORM DRAINAGE NMON/ WATER OUALffY POND TYPICAL STRUCTURAL SHRUB MAINTAINED AT 42" HEIGHT AND 4' WIDTH UNDER STORY SHRUBS NO GREATER THAN 3' SPACING OR SEPARATION FROM OTHER SPECIES; 15"-18" CLEAR OF PLANTER EDGE; 3' CANOPY NOTE: HATCH PATTERN ON PLAN INDICATES COVERAGE OF UNDERSTORY SHRUBS. CIRCLES ON_THIS-DEWL DELWEATE­3�_DIAMETER. Pi 0 PF00836*(-10 SIDEWALK CONSTRUCTION & R.O.W. LANDSCAPE UNDER FAC. NO. 99-0024 I I I I 1 I 1 I I I 1 1 EXIST. WALK ALIGNMENT CONSTRUCTION OMIT FOR PLAZA FE 9.3't EXIST. MANHOLE --J ` EXIST. LAMP 20" TROWEL SQUARE GRIDS 12" COBBLESTONE TEXTURE EDGE BAND. ALIGN PATTERN WITH WALK EDGE LITTER- TIMBERFORM 2834-AT-L, ASH/DOME TOP 21-GALLON BENCH- TIMBERFORM "MANOR", 2827-6 (TYP.) FURNITURE COLOR -MATCHED, "PARKER PAINT CONSTRUCTION LIMIT ELM COURT", OR EQUIVALENT FOR PLAZA REMOVE EXIST CONC. WITHIN EXIST. PEDESTRIAN LAMP CONSTRUCTION LIMITS EXIST, WALK PEDESTRIAN PLAZA at POND NTS. (1:1) 8' WIDE WALK AT NARROWEST — T. I P ROXIMATE. FIELD COORDINATE LAYOUT WITH LANDSCAPE ARCHITECT. 1 O' R EXIST. LAMP CONSTRUCTION LIMIT CUT & MATCH TO EXIST. CROSSING 1 O' R STD. DIAMOND TEXTURE 12:1 SLOPE, TYP. Lo., L`+ WEL SQUARE GRIDS 12" COBBLESTONE TEXTURE EDGE BAND 1 O' R —9" RETURN CONSTRUCTION LIMIT EXIST. WALK ALIGNMENT PEDESTRIAN WALK/LINK TO LOWES NTS. (1:1) Vi a- z o w C)Ld N Of 0 �UU C Z ' i a Z o 0 F- U M N o LLJ � 3 w �0 I O w a- LLJ IL w/� w LLJ[L� U o U o� U w w (n Q w o_ � a C, a z v J 0 U W m m 2 m 0 0 CD 3 2 ~ CONC. PAVING MATERIALS CONCRETE COLOR: STANDARD GRAY EXCEPT EDGE BAND EDGE BAND TEXTURE: 6"x6" COBBLESTONE BY PATTERNED CONCRETE, OR SIM.; CONSTR. PER MFR. SPEC'S. WALKWAY PATTERN: 20" - 24" SQUARE GRID JOINTS GRID DIMS. TO BE EQUALLY SIZED BETWEEN EDGE BANDS._ WITHIN ABOVE LIMITS. CO N Cq EDGE BAND COLOR: L. M. SCOFIELD CO. C-21, ADOBE TAN, OR EQUAL 0 W (ADOBE TAN IS ADMIXTURE EQUIVALENT TO DESIGN GUIDELINES ARIZONA TAN COLORANT) C0 Z z w W LANDSCAPE SHEETS J f11­"<_j 00 L1a LANDSCAPE PLANTING SOUTH HARDSCAPE DETAILS � n L1 b LANDSCAPE PLANTING NORTH) F-' Q W Or0 L2 PLANTING NOTES AND DETAILS W (n � FO L3b IRRIGATION PLAN- NORTH (NO DESIGN FOR SOUTH) L4 IRRIGATION NOTES AND DETAILS 0 Q a v (SEE BCE JOB 7260 FOR LOWES LANDSCAPE. L CITY FAC# 00-0001) z W L PLANT LIST (THIS SHEET ONI y,� SYMBOL NAME CONDITION SPACING QUANTITY REMARKS SHRUBS: MAXIMUM SEPARA ION OFHR S T THREE FEET. "_�� 0 ABELIA VAR. 'EDWARD GOUCHER'/ 18" - 24" 325 HOLD 2' FROM BORDERS PIBE IA CONTAINER 10 ALLOWAN E MAHONIA AQUIFOLIUM/ 2 GALLON 3' 74 HOLD 2' FROM BORDERS OREGON GRAPE 0 HEMEROCALLIS 'STELLA D' ORO'/ 1 GAL 2' 24 DAYLI LLY GROUND COVER: AS NOTED ARCTOSTAPHYLOS UVA URSI/ 4" POT 18" COVER GROUND COVER IN ALL SHRUB AREAS. (ARCTOS) KINNIKINNICK SOD LAWN: LOCAL COMMERCIAL BLEND COVER EXIST. PLANTING BED NOTES: ALL LANDSCAPE TO BE PROVIDED AUTOMATIC IRRIGATION SYSTEM. DESIGN SHALL BE TO IRRIGATION ASSOCIATION STANDARDS FOR A DISTRIBUTION UNIFORMITY OF .625. LANDSCAPE AREAS SHALL INCLUDE A MINIMUM OF 12" OF AGRICULTURAL TOPSOIL. SHRUB DENSITY TO BE 3' SPACING MAXIMUM. WINTER CREEPER & VIBURNUM TO ESTABLISH THIS MAXIMUM DENSITY IN AREAS WHERE LARGER SPECIES HAVE GREATER SEPARATION. ALL PLANTING BEDS TO HAVE GROUNDCOVER INSTALLED THROUGHOUT AS N01W ON THE PLANTING PLAN. WORK IN THIS CITY FAC # DOES NOT AFFECT AUBURN MARKETPLACE SITE CALCULATIONS. IRRIGATION ON THIS PORTION OF THIS SITE IS LIMITED TO RESTORATION. CONTRACTOR SHALL FIELD VERIFY AND INCLUDE ADJUSTMENTS TO EXISTING SYSTEM AS PART OF RESTORATION/ REPAIR. J N N 0 6, N C O U Q N N .� Z t O > N N cD N C C Y >O N 0 0 4' 00 x aV E� E v >� V 2 V) CD U o I— z j zOf STATE OF g WASHINGTON REGISTERED w z Q_ J o LANDSCAPE ARCHITECT -- w o W Q! t� N N z 0 o H. BRUCE McCRORY C-00 O N N 00 � Z W � E CERTIFICATE NO. 504 (VALID ONLY WITH SIGNATURE) C 0-) (.0 I 00 I w Z wLj (V Q �S Z Ln Ln �� In C_5 Z w E 1--- fn Ln i= Record Drawing Certification 0N0 w > W o Y. .. UCn c� These drawings conform to the Contractor's construction mvJ . o Date v `4a� C14 c14 Title/Position N j Confirmed by C/ty: Date w PROJECT REF.- FAC# 00-0039 b► 5� N SEP-0020-98 c®� This plan sheet conforms with the City of Auburn's Department minimum landscape requirements. CALL BEFORE YOU DIG: Approved By. Date Appro 00 1-800-45555 6 49 . 00 D 100 EE -� Z N tQ 1 Lo Q J LANDSCAPE- NORTH ...... ...... . ........... . . . ........... . . . . . ........... . ...... _....... __- X ......�--- _ 3 SEED LAWN - € PROVIDE QUICK COUPLER &WE i ...-.. _........... ....... .. ..,..... ............. _....... .............. ...... — — - ! III . IIII I Eiijt �...... �,� I � . _.... _ • �_.- - ..._.... - .... •..- tj WR S�LOWIIS. � FORI;�.',,� , T UB U—' R2 NBY .l PEDESTRIAN LIGHT DESIGN GUIDELINE _......... 4 _ ..... ._......._ .-- SII . �— •_� jae' ' -- -- • e - _._.......SEELAWN IRRIGATIQ�PROVD^E GREA*NKEY BLDG. II I < LLJCL II Ili II I j j IA A ., - SOWER FROM; LOWES. LINES I I _ INSTALLED BY DEVELOPER I' I , I ---...... _ FOR kGHTS, SIGN. f I llliil •. NEW PEDESTRIAN LIGI SAVE AND PROTECT PER DESIGN GUIDELII ter.. j OFF -SITE PROPERTY W __ f --•-•••••• AND LANDSCAPE. RESTORE/ 1 REPLACE LANDSC. & SEED LAWN - __- _ IRRIGATION DISTURBED PROVIDE QUICK COU R rj];�/��+ FOR IRRIGATION IF FEASIBLE E.4/\�7� 11AiiJ L • REPLACE R REE .1 OVED ; I , T UCTI N F LOW - • I _.. - __: _. _........ .......... -- .... ._........... LOWES TO IRRIGATE PLANTER BETWEEN SIDEWALK & "A" ST. N.E. CURBLINE. INS-TALLATIOR-HY-QW - ......... - DEVELOPER. 4 1 7 I 7 f 1 - r EXIST: _ ............ z �� i...... o W U ...... ..- ........, i... — ..,.e......._._...- — _ ......... ... . W �' ..._....... ........... L 0 0 Cr _ - z c _______________----- -- -_---_ ----- --_- --------------__-------------------,-------------- ---------------- W------- - - -- ,••�••--• ............ ............ ......... I i \ r�----------------- F-r===------- --------ram l : - F _ ' j O W C t ;g U C `Q I III r^ ui wCl- w VJ Cl- Lj .' U.- r oar pp r �` Lit— ( j L: Z d p. rJ $- T �� ,,i i; 1 .•-"�" `•.," '•�.." .. I III Q � it � F9j, . .� 3 �a�•�, I I III � IN THE C.) / I III fz­ i ii = = m ? pp i !f ilia) r tE 1 ,r r _ `` (! ,. �` f..•. .....t _ III 2 6 P) UJ /! -,{q v 1t � %� � D� ��`� �t, A' i .7 W .\ \, ,, g /'1 nI + r r. ' T ....... '' SAVE AND PROTECT` OFF -SITE PROPERTY . f ' AND LAN DSCAPE. = - RESTORATION BY SAVE AND PROTECT - NEW PEDESTRIAN _LIGHT #(-IN-THE-BO NEW PEDESTRIAN LIGHT OFF -SITE PROPERTY '' PER DESIGN GUIDELINES PER DESIGN GUIDELINES it ' AND --LANDSCAPE. REST¢ E/ gal N - - — ------------REf3LAC€LANDSC. & , a I • I NI IRRIGATION DISTURBED i ! ,w I ARCTOS EUON'Mll NI -------------- ----- -----------BY CONSTRUCTION' TYP. I I OS 3 `:. ARTOS NI W -- _. TYP CD % ............. M LU • ra ... .....:... r'd• .�:• EXIST. PEDESTRIAN LIGHT } „._.. -:..I - W 26' TO LOWES 5' TYPE III LANDS"! W Z v T APPROVED TR �:-=....•... -_ : 1 i : I TEMP. POWER & IRRIG. FROM OrEs INSTALLED BY JLO ENT. POl STUB Q '•� FROM LOWES LAST PED. LIGHT. I SWITCH 257' NET PERIM.LU SERVC ET0 FUTURE LOT OWNER I�9 TREES REO' D 9 PROVIDED cc .."`.............................. CRITICAL.lN �.r...i.. I aZV`II:��1Tii.�_AF' AREA ........_.......�.........�- Z /'r■ 'A\ W I II I LV Z �y i , !� IIIto V jj II h* I I I I 1�-30' IIII L D i ._... ........ ° _... r J ii i L Q ill tik iz3 i_ Fib .3- 0 j � � O � CV s FUTURE DEVELOPMENT — -° Z <a. � ' � � O > N i 9 i c� m ,i78 n N N O SO r N CID N PLANT LIST �' V s L N a o bi SIZE a �, I ( x r� SYMBOL NAME CONDITION SPACING QUANTITY REMARKS i TREES: L011iiWS SITE - --., PRUNUS CERASIFERA 'THUNDERCLOUD'/ 2" CAL. AS SHOWN 7 30' HEIGHT; STAKE & GUY ONE GROWING SEASON; NURSERY FLOWERING PLUM B & B GROWN FOR STREET TREE USE, 6-FOOT STANDARD 0 i + PRUNUS SERRULATA 'KWANZAN'/ 2" CAL. AS SHOWN 9 STAKE & GUY ONE GROWING SEASON; NURSERY it I KWANZAN CHERRY B & B GROWN FOR STREET TREE USE, 6-FOOT STANDARD c I . -- PINUS SYLVESTRUS 'FASTIGIATA'/ 6' AS SHOWN 5 STAKE & GUY ONE GROWING SEASON COLUMNAR SCOTCH PINE B&B p w STATE OF 0 V) SHRUBS: MAXIMUM SEPARATION OF TO @E THREE FEET. WASHINGTON a J V REGISTERED LAY` yK Q o HEMEROCALLIS `STEL D ORO'/ 1 GAL 2' 4 LANDSCAPE ARCHITECT '" z w DAYLI LLY W � :!5z o i - o N Q NANDINA DOMESTICA 'VAR.'/ 18" - 24" 3'-4' 11 H. BRUCE McCRORY 0000 N Orb Z > , HEAVENLY BAMBOO CONTAINER CERTIFICATE N0. 504 z C� 00 w w (VALID ONLY WITH SIGNAT I l PRUNUS LUSITANICA/ 18" - 24" 3' 40 3' SPACING IN HEDGEROW LAYOUTS Q 1.1 z PORTUGAL LAUREL B&B/CONT. PRUNUS LAUROCERASUS 'OTTO LUYKEN'/ 18" -24" 3' 68 HOLD 3' FROM BORDERSLO LO _ OTTO LUYKEN LAUREL B&B ONLY 3' SPACING IN HEDGEROW LAYOUTS N 7' N N -� O _.` Record Drawing Certification 00 w > RHODODENDRON: B&B/CONT. SET ROOT BALL 1 - 2' ABOVE SOIL LINE; GROUP IN O 'SAPPHIRE' 3' 19 MATCHED VARIETIES. f These drawings conform to the Contractor's construction records. EUONYMOUS FORTUNEI 'EMERALD n GOLD' 2 GALLON 3' COVER NOTE: MAX. SEPARATION FROM SAME & OTHER SPECIES - 3'. V� 0 �N� WINTER CREEPER HOLD 18" FROM BORDERS Date G.? Sda� GROUND COVER: Tt/e/Position all AS NOTED ARCTOSTAPHYLOS UVA URSI/ 4" POT 18" COVER AT NORTH PROPERTY LINE OF AUBURN MARKETPLACE Confirmed by City. Date nY w (ARCTOS) KINNIKINNICK SOD LAWN: LOCAL COMMERCIAL BLEND COVER C: PROJECT REF. FAC # 00 -00 39 C4 I SEED LAWN: LOCAL COMMERCVL BLEND; COVER AS NOTED AT GREASE MONKEY SEP-0020-98 MIX TO MATCH SOD SPECIES. i o II! This plan sheet conforms with the City of Auburn's Planning �- NOTE: SEE SHEET L1A FOR NOTES IN COMMON, ALSO. _ Department minimum landscape requirements. L i N o U) CALL BEFORE YOU DIG: Approved By. 1 z N o Ln 00-424-5555 Date Approved:J3 vim, l of Io Q 6Dq 004ati6400 G 1 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; BRrr 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, APPLICATIONRATES, AND POST —CONSTRUC— TION MAINTENANCE PROGRAM. TESTS SHALL BE PERFORM IN AN APPROVED SOIL TESTING LABORATORY WHICH SHALL BE CONTRACTED WITH AND PAID FM 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 TRACIE 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. PARKING PLANTER ISLANDS SHALL BE EVER EXCAVATED BY BACKHOE. REMOVE PAVING WASTE, GRAVEL BASE AND UNDERLYING SUBSOIL TO 18" BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE PIT BOTTOM 12" TO MINIMIZE STRUCTURAL COMPACTION.S 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: 1-1/2—INCH DIAMETER, NET, BY 8—FOOT DOUGLAS FIR (2 X 2 X 8') GUY MATERIAL: 1—INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE. 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. EXECUTION: 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 Pi -ANTS 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. TURF MULCH O �� FINISHED GRADE ODOR o0� TOPSOIL • 2 x 4 x 24" PRESSURE TREADED STAKES AT 3' MAX. SPACING, BUTTS & 12" FROM BUTTS AND ENDS. e FINISHED GRADE: GRASS 1 /2"-1 " — FROM TOP OF HEADER; IN MULCH �§xl .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 HOLD PLANTS F ^" 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. IREPARED — . TYPICAL NOTES: >�` PLANTING o REMOVE CONTAINER & WORK ROOTS BED* ' FREE OF SOIL; SPREAD ROOTS INTO EXCAVATION o BACKFILL TO BE SETTLED USING WATER ONLY LESS THAN I GAL I GAL CONTAINER and LARGER ( PLANTED AFTER MULCH) ( PLANTED BEFORE MULCH ) Groundcover Planting Detail SCALE: NONE (2) 2x2 D.F. STAKES; TIE AT APPROX. 1/3 TO 1/2 HEIGHT OF TREE WITH FLEXIBLE RUBBER TIE IN FIGURE EIGHT PATTERN. STAKES AND TREE PLUMB 3" DEEP SAUCER FOR WATER 3" MIN. DEPTH OF MULCH (BARK) ) REMOVE ALL TIES, WRAP & CONTAINERS. FREE 10.' PERIMETER ROOTS FROM NURSERY BALL n EXCAVATE TREE PIT AT A MIN. OF 4 TIMES DIA. OF ROOTBALL AT BALL CENTER, TAPERING PIT GRADE TO FINISH GRADE PIT SPOILS, NURSERY BALL WASTE BACKFILL e SET BALL ON UNDISTURBED SUBGRADE, o o OR COMPACTED SOIL. o ` o LIGHT FERTILIZER OVER PLANTING BED AFTER BACKFILL ONLY; NO FERTILIZER IN PLANTING PIT. o WORK PERIMETER ROOTS FREE OF NURSERY BALL & SPREAD OVER EXCAVATED PIT. BALL & PIT TO BE COURSELY SCARIFIED. Evergreen Tree Planting (6' to 10' Height) SCALE: NONE PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED NOTE: o STAKING ON "AS NEEDED BASIS" PER NOTES; ALL GUYS TO BE FLEXIBLE o KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES o HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISHED GRADE o PROTECT TRUNK AND LIMBS FROM INJURY o BACKFILL TO BE SETTLED USING WATER ONLY - 1 NO MECHANICAL COMPACTION f t o REMOVE ALL WRAP, TIES & CONTAINERS, REGAFESS OF MATERIAL. f (2) 2x2 D.F. STAKES, PLUMB (1 1/2" DIA. X W SCH 40 GALV. PIPE AT STREETS) WITH ELASTIC CHAIN -LOCK TM OR RUBBER GUYS TIED IN FIGURE EIGHT; W a REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE & INSTALLATION REMOVE AT COMPLETION OF PLANTING Z 0 TURF PLANTING; PROVIDE 3'0 "NO GRASS" TREE RING & 3" DEEP Q MULCH IN WELL. MULCH: 1/2" - 1" SIZE Z HOLD BACK FROM TRUNK 8" TO 10" v7 FINISHED GRADE PREPARE PLANTING BED PER SPECS; AT MIN., LOOSEN AND MIX `: _ Q SOIL TO 18" OR DEPTH OF ROOTBALL AND 4 TIMES BALL DIA. REMOVE ALL WRAP. TIES, AND CONTAINERS SCORE ROOTBALL AND WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS. SPREAD ROOTS INTO EXCAVATION. SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL — PENETRATION TO SUBBASE (+) 12" Deciduous Street Tree Detail (B and B, Less Than 3" Dia.) SCALE: NONE FINISHED GPAnr AT A.1 SLOPE (MAX SLOPE TYP. CURB PER DRAWINGS (� SIMILAR) TURF CONDMO 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 COMPACTED MULCH) L44 i 3"- 4" SIDEWALK MU-CH(CURB SIMILAR) AMENncn Di AKITIKI(I Cnn MC-0 RInTCC ram, N 2" MI FINISF LAW N Fnr:IN Planting Bwfud Adjacent to Lawn SCALE: NONE OVER EXCAVATE PARKING LOT PLANTERS TOPSOIL SETTLED TO LOOSEN COMPACTED SUBBASE (COMPACTED CONDITION) OVER ALL AGRICULTURAL SOIL DEPTH OF 3 FEET COARSE TRANSITION FROM TOPSOIL TO SUBSOIL POINTS" & DRAIN 1O 0' MAXLPACING BERM HEIGHT 6" TYP. CURB MIN. OR AS NOTED N SOIL LINE: 3" IN _ MULCH, FLUSH IN TURF N SUBGRADE REMOVE EXCESS GRAVEL PAVING SECTION AND PAVING (DEPTH VARIES) 12 MAX. LIP Grading in Parking Lot Planters (Topsoil Prep.) SCALE: NONE BARK MULCH 2" MINIMUM COMPACTED I Mulch at Curb SCALE: NONE 9" \IAV -r^m ^r CURB -CH CURB Vi z w w w CV Or �Q C 0 - .y Of wo z z oC-) d w o J 3� w o' w a_ af of w U 0 w w a- a_ a a a -v Y U m = m 0 rna� C14 C14 v 3 2 z P a CO Z r`r z J W Ii CL Z COCl) v v 0 w z 0 Q Z W W r 0 W t3l=) L 0 z UJ, W =) z 0 4 U W _J Q W 001 Ise a�0� `c� F- L U C Z D L0 M O Q ai v o CLd N U N O Z ; Z = a m }0 o N N C °N' (D 1 0 rya 0 � U Q � vi w 0 0 LIJ 'Y STATE OF o z z V) V r \\, WASHINGTON .J REGISTERED w Q NDSCAPE ARCHITECT z z w w Q N � " CV g Z O o o BRUCE McCRORY C� � z j o CERTIFICATE NO. 504% (VALID ONLY WITH SIGNATUR j" CZV 00 I P z w w Cli `` �. T- R- .n IIIm z � z UJ E Record Drawing Certification00 w N J VV Y a These drawings conform to the Contractor's construction records. N ro, Date �`' sb� Title/Position 2 Confirmed by Clty. Date w a V � PROJECT REF- FAC# 00-0039 �b► 8 \ �5w SEP-0020-98 This plan sheet conforms with the City of Auburn's Planning Department minimum landscape requirements. W o � Approved By: '"J E z' = o o_ Date Approved. Z — DO � N LE I i i i 1 F r OF �l7 p CALL BEFORE YOU DIG: 1-800-424-5555 v' L,+ PF" 063 Ol of )0 1� I G ROM E)MTs . WATER AT ' G EASE MP5 KEY ., I F @I FE� _E I � fl rj V) (D I I :I a- i N; �': r'1w' •• i f+� i E jr it 1 Ec) I I .. �• INIQkTION FROM EXIST. WATER' , AT GREASE MONKEY IFFFFEASIBI E' ' - — 3 I z K COUPLER ! � I I 3; .1 1 1 1E? IRRIGATION - NORTH MOF PROTECT EXIST. LANDSCAPE FIELD VERIFY PRESSURE LINE �YT��111 AA _.............. -- {CATION_- ALN...AS_.-.NEE.DIED_.,............. ___.._.._... SLEEVE IF NEEDED........... _.....:_- ____ r=___-_-___�___-_���- - _______-__ ------------- -- - ........... ............. - r Y ES 1 • 4" SLV% sf I 4 : SLVE o : ` .2 �. 2 % f •—I F_j . ° VIA 0 0......0 .... 1 �- La J � i Ili (" ah 1 /4 VAV 1 28 4:: �' ,ffff C ......._.. o . 1113.2 ALYE 2 \ \ \ " SLV NEW �/5:. � r ----- 1/2rye f • ,. yef" \\ yam' ®°°' '°°^ J;.f ,,,.. "•�.,.,,^ i....-. •'" I i n ' 3j ,.� � � ,.--'''~ � �•,� �,.--''� i iii - 9.6 �' C-J ' 'F 3/4y.' ., i i 111%I V THE FIELD"VERI CONY OLLE `" BOX I II CAPACITY- UPGRADE D. °. • .^ jt,� � EXTEND-N � VALVE WIRE i �� r ; ....... I ul €; 1 ADT)ITION M D. 0.4. I lit :? p-3 . . ,.^''�- � ..•- "r ' "`• jf( i .iii • /. v} /t I III I:. % • � i `\ � t w ,t' I...... fJ J I III LOWES TO P(JVIDE TEMPO ARY POWER TTOO ... AND WATER II�(GATE UNTIL SUCH TIME ' THAT LOT ISt1111 EV€tOPED.' I oLUV 1`,Uj . rn w N f (/) 0 UL :� o O z C7 z 0 O; \ J Q W_ Ld _ w1 0 xx � ILL] V a Q 7 L Y M m mJSL m a� i C) rn � p v P 3 2 z I Fj. I n m. € 2 - >; ?••: - i i .E. ---� III IIII _�-- ------------ a' 29.0 lu j • .v I � � nl _ —r QI .�o TEND EXISIRRIGATI0,1i-- L . VE .....1 O—"`'`..,_...ww :.•.. ......_' 'a �r v. f 5. 4 2n SLV L A�fJ '+Gl Z {�,�1 ' M� III dam. ....-.... d _ III 1 ` % Nj ��o �k. .�./''� ' � _ .. •' �_' , . : a �"O_--.__,, m ate,- :. ............. ..............-..__._-- ................... i' � I � ' I I NI '"I 7 F I J. I f s I o ; J JJ kk EXIST. IRRIGATION W/ LOWES CONSTR. r 11 JJI . I I ` I EX, CB#20 77 IRRIGATION LEGEND/SCHEDULE SYMBOL j DESCRIPTION 0 SINGLE V NORTH ER OF AUBURN MARKET HAVE TEMP. oz, rroY S TO B HIED TO ELOPMENI WHEN CO S FOR THAT DEVELOPMENT. } SPRINKLER HEADS: RAINBIRD 1804/18�6 POP-UP FOR SPRAY HEADS; ONLY 1804 RI • W RISER (R) AS NOTED'ON PLAN; PLASTIC NOZZLES TYPICAL1. PROVIDE PCS (PRIES. COMPENSATING SC EENS) FOR SPRAY PATTERN ADJUSTMENT ONLY. NOZZLE PSI GPMPRECIP. RADIUS PCs 0 RAINBIRD 112 F, TQ, TT, H, T, Q SERIES 30 2.6, .19.95, 1.74, 1.3, 0.9, 0.7 1.74 12' 0 o RAINBIRD 10 F. H, T. Q. -LA SERIES 30 1.6, &A, 0.5, 0.4 1.5 10' PCs RAINBIRD 115 F, TQ, IT, H. T, Q SERIES 30 3.7, 12.8. 2.5, 1.8, 1.2. 0.9 1.8 't 15' ° RAINBIRS •15 SST, CST, EST 30 1.2, 11i2, 0.6 1.9 1 SCALED RAINBIRD 5 F. H, Q, CST, -B (BUBBLER) 30 1.5, .1.0, 0.5, 0.5 -- 5' • RAINBIRD 100/150 PEB ELECTRONIC REMOTE CONTROL VALVE (IN MIDI. 10" DIA. GRADE LEVEL BOX) � 0 RAINBIRD ESP-XX-LX CONTROLLER (HARDWIRE CONNECTION); PROVIDE GROUND AND BATTERIES PER MFR. SPECS. WILKINS VALVE -L#17 ® CARSON I DUSTRIIES50 0 (TWO ATSIZEOP.O.C.)� GRADPIPEE LEVEL VAULT Wrm BOLT LOCK LID P.O.C. O RAINBIRD 3/4" QUICK COUPLING VALVE AND 33K KEYS (QCV); COM MNE WITH OTHER VALVES IN SQ. BOX OR 10' Dhk BOX WILKINS 550 B - 1" DOUBLE CHECK VALVE (STATE APPROVED); TEST AND CERTIRCATION BY LICENSED BACKFLOW TESTER. .. PLASTIC BALL VALVE (MATCH LINE SIZE) IN 6- CAPPED SLEEVE — • — • — MAINLINE - CLASS 200 PVC (18'' COVER); SIZE PER PLAN LATERAL - CLASS 200 PVC (120 COVER); SIZE PER PLAN SLEEVE - CLASS 160 (SDR-26) PVC; 24" MINIMUM COVER AT VEHICNL.E CROSSINGS; SIZE PER PLAN 2 VALVE STATION NUMBER �" 22.•- VALVE GPM VALVE SIZE IRRIGATION SHOWN DIAGRAMATICALLY FOR PLAN CLARITY. COMMON TRENCH AND PLACE EQUIPMENT IN LANDSCAPE; MANIFOLD GROUPED VALVES IN ADJACENT SHRUB AREAS WHERE FEASIBLE. cc D L Im U Q o m IN II Z N L. _ } CV N • I m m I, CN = r o IV o �} O (/) C C > pO3 V o` rn © U Q 0 ca x ci Q C. U C V) o Ld � w U STATE OF o (( WASHINGTON w a 0REGISTERED � LANDSCAPE ARCHITECT w 0 sa % N-) N N H. BRUCE McCRORY 0000 N Co CERTIFICATE NO. 504 0-)(0 00 � z o , CN (VALID ONLY WITH SIGNATURE) N I I w `� Q e- e- z Cr) 3:Loto E5 N IG I D'A,It `n w �' � u7 u7 Retard Drawing Certification 00 Qf w > U can , v These drawings conform to the Contractor's construction records. Date Title/Position = w Q Confirmed by C/ty. Date = PROJECT REF.: FAC# 00-0039 �� SEP-0020-98 8 " o° THESE PLANS ARE "APPROVED" FOR N CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS N o Approved By: N � N LO Date Approved: o i o6 oq o a 0 16Do 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. D. INSTALLATION OF SLEEVING. 2. SYSTEM HAS BEEN DESIGNED FOR 30 GPM AT 30 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 ONLY 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. w z J z Q z -DOUBLE CARSON GRADE LEVEL VALVE BOXES —WILKINS 600 PRES. REDUCING VALVE AS NECESSARY T X S COUPLING: CONTR. TO PROVIDE THREADED FTG. AND CAP Z ON DISCHARGE SIDE OF METER. F M\ U SCH 80 LQUICK COUPLING PVC UNION VALVE (BLOWOUT) DOUBLE CHECK METER PER VALVE PER DETAIL CITY STANDARDS SCH 80 PVC UNION METER STOP PVC PER CITY SIDS. 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 Z Q U TOPSOIL (FINISH 00. o o GRADE) °C� IDO-O PAVING SECTION PER CIVIL PLANS Q COMPACTED BACKFILL-- o O U_ 4 V O AT 90% DENSITY ° J C-4 °°� (TOPSOIL BACKFILL) AT 95% DENSITY °Oo° °°� (STRUCTURAL) OC 00 ° O r (� ° n PVC LATERAL r o 6" OFFSET SLEEVE(S) o '0 ALT. WIRE SLEEVE PC o O � 0 PVC MAINLINECD _ M a VALVE WIRING PIPE BED MATERIAL :.• Q TO BE CLEAN & FREE O 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 6"/12" POP 6" CLR. OF AT SHRUBS OBSTRUCTION 4" POP AT TURF d a 1 v d SPRINKLER FLUSH AT LAWN & FLUSH WITH _ MULCH LINE -' SPRINKLER SCH 80 PVC NIPPLE LATERAL MANUFACTURER'S LIMITS PREVAIL FOR INSTALLATION AND ADJUSTMENTS. PROVIDE SWING JOINT RISERS AT WALKS AND CURBS. 24" FLEXIBLE RISERS ACCEPTABLE ELSEWHERE. POP-UP RISER ASSEMBLY MULCH CONDITION FINISH GRADE ADJUST ANGLE AT SLOPE COVERAGE CONDITIONS. 50% OF SLOPE ANGLE (TYP) _SCH 80 90' ELBOW SCH 80 90' ELBOW SCH 40 PVC TEE SxSxT (SIDE INLET ONLY) 0 z V) Z N EQ WATER SERVICE FROM METER IN EQ DOUBLE GRADE LEVEL BOXES 777 SIZE TO PERMIT 12" MIN. CLR. FROM WALLS TO TEST COCKS; BOLT LOCK LID. DOUBLE CHECK VALVE (STATE APPROVED ASSEMBLY) RESILIANT SEATED VALVES & TEST COCKS; INSTALL ASSEMBLY AS SHOWN OR THE TEST COCKS IN HORIZONTAL POSITION, PER LOCAL REQUIREMENTS., PVC MAINLINE PER PLAN W U Z Q SCH 80 NIPPLE & FEMALE ADAPTER UNION AT EACH SIDE OF VALVE O 00 ( OO- C-7O SCH 80 PVC SCH 80 NIPPLE (TYP.) OOO o O Q �O OOG O CC0 BLOCK AS NECESSARY WITH BRICKS OR CONC. BLOCKS AT BASE OF VAULT N O O 0- � O O O O C C GRAVEL SUMP-7/8" WASHED GRAVEL o 0 0, O 00 0 =� NOTE: INSPECTION OF COMPLETED ASSEMBLY -III_III-O BY CERTIFIED TESTER REQUIRED. CHECK VALVE ASSEMBLY NTS �r WIRE WITH WATERPROOF WIRE FINISH CONNECTOR � GRADE PLASTIC CONTROL VALVE � SCH 80 BOXWITH NIPPLE _ (10" DIA.x12" MIN.) SCH 80 SXT 90' ELBOW —�—I O PVC LATERAL 0° TO SPRINKLERS SCH 80 NIPPLE o OO o 00 0 o OO o O PVC SCH 80 NIPPLE AND FEMALE ADAPTOR 00 00 oO0 oOOO OOC REMOTE CONTROL VALVE; BODY CLEAR OF SUMP PVC MAINLINE 1 C.F. 7/8" GRAVEL SUMP MAIN LINE FITTING NOTES: SCH 40 SLIP TEE —PROVIDE EXTRA COILS (18") OF EACH WIRE IN VALVE BOX —TAPE WIRE TOGETHER EVERY 20 FT. —MIN. 6" DEPTH, 7/8" WASHED GRAVEL UNDER EACH VALVE —COMPACT SOIL AROUND VALVE BOX —USE TEFLON OR FLOWABLE SEALANT IN ALL THREADED FITTINGS, PER MANUFACTURES SPECS. REMOTE CONTROL VALVE NOT TO SCALE V) z w w w N \Q c 0 - y 0o z Z_ 0 L V) M o 3\ J W \ w It � o U CL CL a a a Y m m = = m O 3 2 6 7 STATE OF �h -WASHINGTON REGISTERED DSCAPE ARCHITECT t . BRUCE McCRORY CERTIFICATE NO. 504 (VALID ONLY WITH SIGNATURE) it dz,sW 4 Mx) CA01 Record Drawing Certification These drawings conform to the Contractors construction records. Date Rt/e/Position Confirmed by Ctty. Date THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS Approved By:_ Date Approved: 0.4- 0 c? O C o _vi c� LLY C CC aQ 4 Z._ ` . < U U u z cr— z ® m z Q J ■ U J J CA N ICE litC v z -j W W z 0 r U J 00 00 W 00 O Q () 2 CD z W L m O QLL 6 0 H O N C v N Z Z 2 j Q 0 M m m_ � 04 cr c o aUi °j 6i a 0 Q 0 .. a x E V V) Lj OLi z� � LJ o z LU J N g z Q CO 04 00 U � N zCn�0 ww � Q 1' I z Ln Ln Z tri cv N z y .-. Ln L w E 00 W N N U V) o 0 N N rn 2 �s c� ) T z W i •R 0 � c o, A�- Jam' 5 � N P f * 033 10 or- 10 NOT TO SCALE lyD D /6d0 Nz � 0