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HomeMy WebLinkAbout00D1584� N r8TH HAUL ROUTE MAP J Q 41 Vl Z O Q 4TH ST. N.E. _ -099100, q NOT TO SCALE CALL BEFORE YOU DIG: 1-800-424-5555 EAGLE OF AUBURN COVER SHEETIll A PORTION OF SECTION 12. TOWNSHIP 21 N. RANGE 4 E. W.M.. AUBURN. WA ZONED Cl 0 50 100 200 SCALE: 1"=100' LEGEND. PROPOSED TYPE I CATCH BASIN ■ PROPOSED TYPE II CATCH BASIN (� PROPOSED CORRUGATED POLYETHYLENE PIPE o EXISTING TYPE I CATCH BASIN ❑ EXISTING TYPE II CATCH BASIN EXISTING STORM LINE ________ PROPOSED SPOT ELEVATIONS 231 EXISTING CONTOURS — PROPOSED SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER CLEANOUT • PROPOSED SANITARY SEWER LINE EXISTING SANITARY SEWER MANHOLE O EXISTING SANITARY SEWER LINE PROPOSED WATERMAIN PROPOSED CATE VALVE N PROPOSED TEE P4 PROPOSED CONC. BLOCKING V PROPOSED 90' BEND -9 PROPOSED 45' BEND �I FIRE HYDRANT Wi- EXISTING WATERMAIN — — — EXISTING GATE VALVE N EXISTING TEE FT+ EXISTING FIRE HYDRANT R PROPOSED PAVEMENT PROPOSED CONCRETE ZONED Cl ZONED C3 ZONED C3 UTILITY CONRJCT NOTE- CAUTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE 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. ZONED M1 GENERAL PLAN NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF ALIBURN'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 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 INDEX OF SHEETS: ZONED C3 Cl OF 6 COVER SHEET C2 OF 6 GRADING AND STORM DRAINAGE PLAN C3 OF 6 WATER AND SANITARY SEWER PLAN C4 OF 6 NOTES AND DETAILS C5 OF 6 SECTIONS AND SANITARY SEWER PROFILES C6 OF 6 TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN 1 OF 2 SITE PLAN 2 OF 2 DETAILS L-1 OF 4 LANDSCAPE PLANTING PLAN L-2 OF 4 LANDSCAPE PLANTING NOTES AND DETAILS L-3 OF 4 LANDSCAPE IRRIGATION PLAN L-4 OF 4 LANDSCAPE IRRIGATION NOTES AND DETAILS 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. 3. SETTLEMENT PLATES WILL BE MANUFACTURED AND INSTALLED BY THE GEOTECHNICAL ENGINEER PRIOR TO ANY FILL ACTIVITY. ANY SETTLEMENT PLATES DESTROYED DURING CONSTRUCTION ACTIVITIES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 4. IF SEDIMENTATION POND ACCUMULATES 0.5' OF STORAGE CONTRACTOR TO REMOVE SEDIMENT FROM POND. 16TH ST 5T NE z N m�l'N 3 � p 1w w 10TH STD 8TH ST. N.E. F-7 ai' z d1r z dI J� �1 W U / Uj Vj F-1 Z 2F 0 Q O < N' U QJ 0 t xl l } � I 4TH ST. N.E. _ I I VICINITY MAP SURVEY DATA VERTICAL DATUM: CITY OF AUBURN (NGVD 29) q NOT TO SCALE BENCHMARK: BM-26U ELEVATION = 65.89 TOP OF BRASS CAP 0 CENTERLINE OF INTERSECTION OF 15th ST N.E. WITH 'D' ST N.E. 2 Z O m o U � a E 0� cy m x w rz 2 U U Z U U of �W d' w w W d' W of W Ja a a a- a ,00 000 mN N_ N_ N N � E Q� Of w CE m Y m Y m Y m Y n mm YY U 2 U 2 U J x U 2 C7 W � aJ O 00000o o 0 0 0 oCo<o m 0 DD t o IN, 0 ao im (aN Y ro N 6 z BASIS OF BEARING: PLAT OF 'RPM -AUBURN" AS RECORDED IN VOLUME 126 OF PLATS ON PAGE 84 AND 85 LEGAL DESCRIPTION PORTION OF TAX LOT NO. 072105-9048 ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE CITY OF AUBURN, KING COUNTY, STATE OF WASHINGTON, BEING A PORTION OF REVISED LOT E OF CITY OF AUBURN LOT LINE ADJUSTMENT NO. LLA-0032-99, RECORDED UNDER KING COUNTY RECORDING NO. 19991119000982, IN THE SOUTHWEST QUARTER OF SECTION 12, TOWNSHIP 21 NORTH, RANGE 4 EAST, AND THE SOUTHWEST QUARTER OF SECTION 7 TOWNSHIP 21 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT E, THENCE ALONG THE NORTH LINE OF SAID LOT E, SOUTH 89'29'17' EAST 40.00 FEET, TO THE TRUE POINT OF BEGINNING OF THE HEREIN -DESCRIBED PARCEL OF LAND; THENCE, SOUTH 00' 40' 59' WEST 60.00 FEET; THENCE, NORTH 89' 29' 17" WEST 40.00 FEET, TO THE EASTERLY RIGHT-0E-WAY LINE OF 'A' STREET N. E. ; THENCE, ALONG SAID EASTERLY RIGHT-OF-WAY LINE, PARALLEL WITH AND 3D.00 FEET EAST FROM THE CENTERLINE OF 'A' STREET N.E., SOUTH 00'40'59' WEST 907.61 FEET; TO THE SOUTHWEST CORNER OF THE HEREIN -DESCRIBED PARCEL OF LAND; THENCE, LEAVING SAID EAST RIGHT-OF-WAY LINE, SOUTH 89'19'01" EAST 351.19 FEET; THENCE, ALONG THE WESTERLY LINE AND THE NORTHERLY PROJECTION THEREOF, OF LOT B OF AUBURN LOT LINE ADJUSTMENT NO. LLA-0020-99, RECORDED UNDER KING COUNTY RECORDING NO. 19990715000663, NORTH 00' 41' 06" EAST 184. 49 FEET; THENCE, SOUTH 89- 19' 01' EAST 260.85 FEET; THENCE, ALONG THE EASTERLY LINE AND THE NORTHERLY PROJECTION THEREOF, OF SAID REVISED LOT E, NORTH 00*48'02' EAST 784.97 FEET, TO THE NORTHWEST CORNER OF THE HEREIN -DESCRIBED PARCEL OF LAND; THENCE, ALONG THE NORTH LINE OF SAID REVISED LOT E, NORTH 89'29'17' WEST 573.66 FEET, TO THE TRUE POINT OF BEGINNING. TOGETHER WITH AND SUBJECT TO EASEMENTS FOR ACCESS (INGRESS 6 EGRESS), PARKING, AND o UTILITIES, AS DESCRIBED KING COUNTY RECORDING NO. 9903153029 - "DECLARATION OF RECIPROCAL EASEMENTS'. SITE DATA o ZONE: Cl/LIGHT COMMERCIAL CD SITE ADDRESS: I S.E. CORNER OF 'A' STREET N.E. CDAND 14TH STREET N.E. IN AUBURN WASHINGTON ENGINEERS O BARGHAUSEN CONSULTING ENGINEERS, INC. CONTACT: DANIEL K. BALMELLI, P.E. ADDRESS: 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 SURVEYOR: BARGHAUSEN CONSULTING ENGINEERS, INC. CONTACT: F. MICHAEL HOTES, P.L.S. ADDRESS: 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 ARCHITECT: SCONZO HALLSTROM ARCHITECTS, P.S.C. CONTACT: DAVID CARRILLO ADDRESS: 919 124TH AVENUE N.E., SUITE BELLEVUE, WA 98005 PHONE: (425) 455-3203 /ST ALL A S-BUIL T Record Drawing Certification PROJECT REF.- FAC 00-0001 el ilw r'y FIELD SURVEY PERFORMED These plans are approved for conformance with the City of These drawings conform th -----_s____ Aubum s Engineering Division requirements. IN DEC. 2000. Dote Title/Position D ECTOR OF SURVEYING SERVICES Approved t . X, Confirmed by City: Dote Date Approved AV 0O Z Ir W W m Q C0 I_ O w Ill O W W 7) = N W T < ac (= O W a U p Q a C0 W U Q U p O L0 W � 0 LL 0 o c N o_ u < o z xo Ztl v m m a o 0 0 U ` 0 0 v E z a 0 = w C7 U_ 0 5N a� x Q Cl zw z LLJ S Q N ro cV N Z CD CD N 00 Er ���rl-z— c cr ww N Q I I Z L0L0 0Z N N w 00 Y U r.1 0 0 En a L` cc �� � \r1 0609 001)1594 iI hGRADING AND STORM DRAINAGE PLAN CALL BEFORE YOU DIGS f 1 800 424-5555 ,I� 0 20 ao 80 SPECIAL NOTE: z 1„_40, �, ; . ,, _. 1. REFER TO LANDSCAPE PLANS FOR GRADING AND � SCALE: 1'-40' 'I sir BERM CONFIGURATION ALONG A' STREET ROW. m I` t -r� U -4 f f i i EL 2. A PEDESTRIAN CROS$iNG SHALL BE INSTALLED TV, a �' _.. 2. Zq "' j LD LD BETWEEN STA. 17+80 AND 21+90 AT SUCH l: lati- 5 SIDEWALK EASEMENT L, TIME IN THE FUTURE THAT "THE_ PROPERTY ON i S TO THE CITY OF AUBURN THE WEST SIDE OF 'A' STREET IS flEVELOPED. 5' SIDEWALK EASEMENT '' TO THE CITY OF AUBURNir J; I - awv., . L SHEET � I RIM=67.1 _ - 00 CELL 1 IE=es.ao N 6 5 fA O 2p� ti Jz.D� A U �30 LF 10' PVC SD ! i ^�� I r r i�' oRo n a R 5 I ® 1.07 aro cn 0 01 00015-g¢ CALL BEFORE YOU DIG: 1-800-424-5555 1 =401 TO BE INSTALLED UNDER "A0 STREET ROAD CONSTRUCTION. CONTRACTOR TO FIELD VERIFY HORIZONTAL --\ AND VERTICAL LOCATION OF EX. SANITARY SEWER PRIOR TO ANY CONSTRUCTION REMOVE 8" PLUG EX. 1=9 LAI ssM b6 26 .RIM` N IE= IE4 C 80 W) .89 (6 �01 SALVE (ALL/' 72- S i CR R BL IE=67.64 III" W . E 57", 93 E=F)7.6e 10" NJ Si91 E-.89 3.4@03. (80) �5:7 E=57.93 S 10* S 58.01 NEW IE=57.70 (8" E,W) NEW RIM=67.52 CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF EX. WATERMAIN PRIOR TO ANY CONSTRUCTION REMOVE 12" PLUG, 2* BLOWOFF ASSEMBLY AND CONCRETE BLOCKING .......... 15' WIDE WATERMAIN -SEMENT (TYP.) DOCK LOAD AREA FLE1-1 ,LANDSCAPE AREA 2* METER By CITY (PER C.I.A. STD. DTL WASI W/ 2 1/2- WATER SERVICE -2" DEDUCT METER BY 63 IE=60.84 LC ----LE=625O IE=62,84- TOP=59.72 (6- S PVC TELEPH LL S (SEE SM UTILITY NOTES SHT. -NUND EL; SITE UTILITY N TES SHT. C4) EXISTING BUILDING 1- 6- GATE VALVE (FI W 1-- FIRE YDRANT AS PER C.O.A. STD. DTL. 5C`NC=R THRUST 131 COMPACTOR IVII14:1 10 10, D.I. NE W WATER AND SANITARY SEWER PLAN SFECUU- NOTES: 0 20 40 80 1. A FIRE SPRINKLER LINE REQUIRES A SEPERATE DETAILED PLAN AND APPROVAL BY THE FIRE MARSHALL. CONTACT FIRE DEPARTMENT FOR REQUIREMENTS. SCALE: 1"=402. MAINTAIN A MINIMUM DEPTH OF 42' OVER TOP OF ALL PROPOSED WATER MAINS. CONTRACTOR TO FIELD VERIFY HORIZONTAL -A AND VERTICAL LOCATION OF EX. SANITARY 3. ALL SANITARY SEWER CLEANOUTS SHALL BE PER SEWER PRIOR TO ANY CONSTRUCTION CITY OF AUBURN STD. DTL. SSCO-1. REMOVE 8" PLUG C- 7 ROW ......... . . . ........ U ACCEMW ... ............. . . ........... . IW-W-HE5UENILQ_L0CAL . .......... . ......... ............. ------ S CO'40'590 W 90711' T! R CONTRACTOR 1, ],LD VERIFY HORI > ZONTAL _t Cr 0 ANUVLHIIU ------PRIOR -To-Axy-eONSTRIJeTIGN- - - - ---------------- - ------------ *,---R9A0VE 12!-PLUG, BL0WOFF--ASSEM&Y-- #19 GONGRFPE 860GKING; DOUBLE GATE SEWER LIE PFK)FLE 2-2 (PER DETAIL 7.5'--1 80 LF 12"� N � \ - ---QL 52 D.I. W 1� 15 LF-1-7"--- - . ... ...... . ...... . V CL 52 D.I. W SSCO_ INSTALL: INSTAL7 RIA&ER-6.4 1-12- CAP (MJ) P) CON T B N 1-2" TEMP. BLOWO F ASSEMBLY PER CITY STD. DTL WABO-2 CONCRETE THRUST LOCKING 1 12- 45- BEND (MJ) NCRE TE THRUST -BLOC} -in F LUJT U E C4 BUILD NG Co US o r---------- r L-------- j EXISTING BUILDING 72 LF 10" CL 52 D.I. FIRELINE FDC LINE PER FIRE SPRINKLER DESIGN FIRE LINE FROM MAINLINE VALVE TO THE BUILDING SHALL BE INSTALLED BY A *U* CERTIFIED INSTALLER. INSTALL: --T�LL - S! S 11 45- BEND MJ) THRUST �j I CONCRETE 1 45 CONCRETE THRUST BLOCKING M 1-12-X10- TE JxFL) 1-10" GATE V LVE (FLxMJ) CONCRETE THRJST BLOCKING �[V- - �74 11-=61 GATE VALVE (FI. 9 L6- D.I. W I- qlt(� dyl RANT AS PER IC.O.A. STD. DTL FUTURE 24-HOUR FITNESS 5.90 PROPOSED EAGLE -BUILDING FF--68.5 N IE=65.61 INSTALL: 1-12"021a[E WD 3-12* VALVES LF 12T CL 52 D.I. W EX. SSMH 608-20 RIM=63.78 z IE=55.16 10: IE=55.03 �10 N AV 111=55.08 10' W LD IL NEW IE=55.16 (8- E) NEW RIM=64.16 D z 0 W GJ CIO tL=1 21 W V- of ?- of V) n W L Of 5 C5 5 z 5 Q IE of 30- of 0- a- 0- of af F- M M M 0- 0 0- M z U) 37 LF 8" PVC SS 0 1 70%ir x w of m w r M Ne m Ne m y M ��c M �d L: 0 0 C) 0 SSMH 608.27 W I- RIM=6&.t 66.1 J-5; Of IE�a� (8:4) OUT) 7.62' M EXISTING 0 1 000 0 BUILDING - �,) �Lwo 00 to co It PO P In -4- 10 - 6 z W Cf) WATER METER Li Ln W -r- 2' DEDUCT METER BY CITY W c C.O.A.STD. (PER C.O,.A. STD. DTL WADM-1) Cx) W/ BACKFLOW PREVENTER D 0 (j) 0 W C*4 INSTALL: W 1-12"x6" TEE (MJxFL) ZZ) -4a. 1-6- GATE VALVE (FLxMJ) 10 LF 6* D.I. W W W 1- FIRE HYDRANT ASSEMBLY PER C.O.A. STD. DTL. WAFH-1 WIDE WATERMAIN 0 < CONCRETE THRUST BLOCKING 3 ;;- EASEMENT (TYP.) � n in 123 LF 12* CL 52 D. W CIO SSCO 75 LF 6" PVC SS 0 20% --F'--13 5'± -K,± -j RIM�67 SSCO RIM=L� 6777 �r S (POIVA) fE W F--1 IE=63.61 IE=62.1 'bi RIM 4B&-;t-66.29 00, IE= IE IN) �614?9 (S) 4 (W) 0 u- 8 LF 6" PVC 10' MIN 00 0 SS 0 2.0% 5 LF 6* PVC SS a 2.0% I z Ice) ING Ifo W L0 INSTALL yL 2 45 BEND (MJ) 0 1 - 12- 457 BEND (MJ) CONCRETE THRUST BLOCKING UO CONCRETE THRUST BLOC G 0 .2 29 LF L 197 IF 2" L 52 D.I. W 27328 Cr 0 M C 52 D.I. W- ml M1 rnO INSTALL: W n 1-12"x6" TEE T-- (MJxiFL YPI 1-6" GATE 10 LF 6' D.I. -VE-(FLxMj) W 1- FIRE -HYDFVNT-ASSEMBLY o 2 a 0 < 0 PER C.0* WAFH-I ASSEMBLY UST BLOCKING -LLJ C.D C) => CX 0 U) Ljj �M- x (D if Lj Ld Q0 C) co CD jj� M CO CN �> (0 00 ww cli I I < zM LO U Z LOI.�Ln Ln C4 z: 11 - N :z C14 C4 WA'ti00 LLJ pP i9f u) o 25672 0 O/V "C/S ER S/aNAL ESE EXPIRES 9/23/-0-1--] z U) ' Record Drawing Certirication PROJECT REF.- -FAC 00-0001 C5 CO FIELD SURVEY PERFORMED These plans are approved for conformance with the City of These drawings conform 6p 9r-C@99F9&MF;9 .4, *&R Feeg - Aubum's Engineering Division requirements. OV DEC. 2000. Date 4?* 0 04ECTOR OF SURVEYM SERVICES E Title/Position Approved By. D-S�W� z cm 0 Confirmed by City:Date Date Approved fLe) /a 5 V) co - 0 0 0607 00 D /5-94 NOTES AND DETAILS SITE U77L/TYNOTES 1) LOCA77ON OF S17F UTILITIES SHALL BE VER1RFD W1T7/ PROPER U77LITY COMPANY PROVIDING SERVICE. 2) U77LITY CONTRACTOR SHALL PROVIDE 2' x 2' x 8' THICK CONCRETE APRON AT ALL CLEANOUTS OUTSIDE OF BUILDING. J) UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ALL TAP AND 77E ON FEES REQUIRED, AS WELL AS COST OF UNDERGROUND SERVICE CONNECTIONS TO 77-E BUILDING. 4) ELEC7RI04L SERVICE TO PAD MOUNTED TRANSFORMER SHALL BE RUN UNDERGROUND, FROM ROAD RIGHT-OF-WAY TO TRANSFORMER LOCA77ON ASSOCIATED COST BY UTILITY CONTRACTOR. 5) U77L17Y CONTRACTOR SHALL FURNISH (2) - 3" TELEPHONE CONDUIT(S) AS SHOWN ON PLAN, VERIFY LOCA77ON OF TIE IN AT TELEPHONE COMPANIES SERVICE LINE PROVIDE NYLON PULL CORD INSIDE CONDUIT. CONSTRUCTION SEQUENCE 1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF AUBURN OFFICIALS. 2. 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. 3. ALL DISTURBED AREA AND EXISTING DITCHES WHICH HAVE BEEN EFFECTED BY GRADING OPERATION SHALL BEHYDROSEEDED UPON COMPLETION OF GRADING ACTIVITIES AND IN ACCORDANCE WITH EROSION CONTROL NOTES. 4. CONTINUOUS MAINTENANCE AND UPGRADE OF T.E.S.C. MEASURES INCLUDING DUST CONTROL SHALL BE PROVIDED AFTER CUT/FILL OPERATIONS COMPLETED. 5. 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 k APPROVAL FROM CITY OFFICIAL. 6. INSTALL STORM SYSTEM PER APPROVED PLANS. 7. PROVIDE CATCH BASIN PROTECTION ON ALL NEWLY INSTALLED CATCH BASINS. 8. INSTALL SEWER SYSTEM PER APPROVED PLANS. 9. INSTALL WATER SYSTEM PER APPROVED PLANS. 10. TIME LIMIT APPLIES TO ANY WORK PERFORMED IN THE CITY OF AUBURN ROW. CONTRACTOR TO COORDINATE WITH CITY OFFICIAL FOR TIMING OF ANY CONSTRUCTION WITHIN ROW. 11. REMOVE PORTIONS OF TEMPORARY EROSION CONTROL MEASURES TO FINALIZE THE INSTALLATION OF NEW UTILITIES. 12. FINE GRADE SITE AND PREPARE FOR PAVEMENT. 13, COORDINATE BUILDING CONSTRUCTION WITH SITE WORK CONTRACTOR. 14. FINALIZE UTILITY AND PAVING CONSTRUCTION AND CLEAN ALL UTILITIES AS REQUIRED. 15. STABILIZE/HYDROSEED EXPOSED AREAS IN ACCORDANCE WITH THE LANDSCAPING PLANS. 16, CLEAN STORM DRAINAGE SYSTEM. 17. CLEAN SANITARY SEWER SYSTEM. 18. CLEAN WATER SYSTEM. 19. INSTALL LANDSCAPE AND LIGHTING FIXTURE FOR THE SITE. 20. COMPLETE INSPECTION/ PUNCHLIST 1 112'ASPHALT SURFACE COAT - 1 112' ASPHALT 8" CSTC COMPACTED STONE BASE (COMPACIEO TO 100% M00/F7£D PROCTOR) COMPACTED SUBGRADE (PER SPECS) STACK COAT STANDARD ASPHAL T PAVING 2" ASPHALT SURFACE COW -2' ASPHALT 8CSTC COMPACTED STONE BASE (COMPACTED TO f008 MODIFIED PROCTOR) COMPACTED SUBGRADE (PER SPECS) STACK COAT HEA VY DUTY ASPHAL TPA KNG 2' TRANSITION CURB AND GUTTER TRANSITION DETAIL SCALE NOT TO 5' MIN. FLIT AREA 5' 1' 1' RADIUS y SLOPE 314' (REVERSE SLOPE WHEN GRADE FALLSAWAY FROM CURB) III;,, IIIIIII:. . w 2'-0" USE 4,060 PSI CONCRETE 24' CONCRETE CURB f GUTTER DETAIL SIDEWALK WIDTH VARIES 5" 1 " a a 4" CEMENT CONCRETE SIDEWALK (4,000 PSI) 1 as a as 2'-0' CONCRETE CURB, GUTTER AND SIDEWALK NOT TO SCALE TYPICAL CONCRETE TURNDOWN 07 2: -1 \\ AV ` _ I� �,I II � LEI III 111 NOTE: ASPHALT 7ZIRNDOWN 70 OCCUR ANYWf/ERE ASPHALT MEETS SLAB. ASPHAL T TURNDOWN SURFACE COAT COURSE y 1 8' CONCRETE APRON WASY6 10110 WWF 10'-0" SQUARE APRON DRAIN INLET TYPE A A S-BU/L T U � Z C o m 0 U � J Z w n EC w_ � M M W U Ir U of Z W U W U W Q LL hU w a w a w a U a z O`a >o m!n 0 N o N (a(a V) N Q W y�Elaza QIrofOfCrEt C J W Q mmmmmm 0 p00000 < z W =x quo p� 7Uj mr i o \\\\ rp\ O co O o c!ID' � S to Ln Y Mj N O P z v - i 9F 25672 `v� �2- fs G/STER S/0NA L ENS EXPIRES 9 23 01 Record Drawing Certification PROJECT REF.- FAC 00-0001 �PERFORAED These plans are approved for conformance with the City of These drawings Confo t the Auburns Engineering Division requirements. IN DEC. 2000 Dote RECTOR OF SURVEYING SERVICES �) nn Tit/e/Position �Approved By: � /�^'� �� Confirmed by City: Dote Date APproVed. C0 D W N Q CID 3 fn O 04 D W Q U p Q Q W Q 0 LL W r O J 3 o c O V � O 2 inO u O 2 N V X a < (=J 0 Y \ N y 0 C % ; o e 0 U < O° � Z j Z � V sN Uj CL J x Q o~ Z 2f Ld L� W g Q N M CV N Z U O CV 00 Ir Z 00 N CO I— 00 > W Z N Q 1 I ZU L0 In N �, Lo N 6 Z Z U _ cV 00 27 L�j N N J ULn V� Q S6 Z Q i W .R U 2 `o E i a 0 N O O 6O`f OO D !s'S4 SECTIONS AND SANITARY SEWER PROFILES 72 72 FUTURE Ry W 68 _:R/W _ p 6S PROPOSED GROUND', SURFACE ®: SS 64 .. 64 APPROX. EX. GROUND SURFACE :® V- 55 60 _ .:; _ 60 TO BE INSTALLED U ER W STREET ROAD` CONS UCTION 56 B :SS 56 EX. SWH 60827 RIM=6&.+:66d4 EX. SSMH 608-20 IE=55.72 IE=5646 ($' IN) 57.12 (r 0 RIM=63.78 I.E=5.� (8 OUT) 57.02 (8" WJ IE=55.103 10" 6 IE=55.(t0" S) N)) 37 Lf 8' PVC SS ® 1.70% IE-55.08 W W _. NEW IE=55.16 (8" E) NEW RIM=64.16 SEWER LINE PROFILE 2-2 SCALE. 1 "=40' HORIZONTAL 1'=4' VERTICAL AS ' B U/L T Record Drawing Certification PROJECT REF.- FAC 00-0001 Z n Lff IrCtECkf L- es U U z U U K ct d' 0_ 0_ FEW W W W "' �d d d ELa- �a 0 O 0 M m V) V) V) {n In al Ed Ofo,Of mLO Ia W 25672 'iSTV 0 a O y O U (n �L W J LL O (L 2W /W'^ VJ Q Z Cl) V) W^ VJ D cV W Q P 00 ((0 0 CM W U O a o J W Cr Q OLQLU 0 (n W t2 r O O � J Z m Q LL O W 0 Q W 6 u u c 0 N 0 o 0 U Y Y i N I Ml Off! N' L C Y 0 U Q 0 w O N z g� � a z x Q o z w w Q M N N Z U O CV 00 Z i; z 00 " (0 r- OD 7 w w Q I I z 3 u0 )n z_ Ln u) L w 00 w � > F LD SC RVEY PFRFORMED These drawings coral to he ntrasteFs saaskastierf resacds— IN DFr. 2'D0 . These pbns are approved for conformance with the City of Aubum s Engineering Division requirements. _ Date O 0 Title/Position Pff?ECTOR OF SUR.VFYMG SERVICES D,_ roved 0.��^^-� S ..� APP 8Y' E N o z t Confirmed by Clty Date Die Approved..g/'j 00 v, 0k 0 601 00014-r# I — — — — — — — — — — — — — — — t r n j . ... .. .... . ... ... ----- II ST� 'P .... ...... ................... . . ..... - ------ xiA xiy I v�� Cb G yr1R C4. O O (b "I 777 Job Number GHA 18215 72ND AVENUE SOUTH 72650 KENT, WA 98032 (425)251 —6222 Sheet n (425)251 —8782 FAX C60f - 6- File: P:\5D`­41PRt 0 CIVIL ENGINEERING, LAND PLANNING, G`r7HG ENG1N��SURVEYING, ENVIRONMENTAL SERVICES 0 ENGXI . ......... .......... . . ... "f­ — &_Q . . . ... ... .......... ,....... Z 7-:1 ............ Ai x It m "If m /V r It lI II I I 4 Of ... . ..... . ...... ---- --- ------ ----------- ----- - - - L I . ......... .......... owl ----------- 411 . . ... . .... . ....... ............. ...... . ..... 64 ............ . ................. ................. ....... ...... ....... ......... . ..... .. . ........ 0 . . .......... .......... qi� MP ........... . 0 ... . ....... ............ . .. ... . . . ....... ....... ........... I ::: ...... ...... ......... .......... C . ..... .. . ... ............. . .. .......... . Aj < ........... .............. Z: I M r-4 x !`43 0 M ICI .....III . ........ ............ .. . ....... - J'A" (n ',A - — - - - " �, Z it 7 < ------- --- - ;` VI It ul LT I-] CD r I Pj < UA cf� 'TI r.7 I � � I;�tiv�� �. I ��� III Z . Ili�"` F) II rm- a)r. Oci 0 r 2 -u m 0 n m 21 1 Q16 m PO Ln P0c 14 m 0 r I II j I � I I II � I I I �� � � v�.I II ill � Q I IIIo� l II, I � ;I ICI � I X ---------- I I,f C I III O t% rT' Q << 'N( ........... ............. ............... . ........ . ......... .......... - ----- --- ........... ... . .. . ... .......... . . . . ...... ........ 4 ..................... 11 ............... . — ----- . ............ — .... . ........... ............ I . ......... �M .. .. ............ Q�l -M .. . . ........ I N xin ------------------ ---- -- T 77, 100 m I M CD 1,V Z L- - - - - - - - - - - - - - 6 (2 8ijillil DJGH DKB AS -BUILT 5 00 JIGH 1JGH I DKB I REVISED PER CITY REVIEW Designed JIGH Scale: For Drawn —ELR Horizontal LOWE'S HOME IMPROVEMENT WAREHOUSE Chocked _. DKB_ 1 "=40' 1530 FARADAY AVENUE SUITE 125 Approved Dl Vertical CARLSBAD, CA 92008 N/A Date 12/17/991 No. I Date I By I Cl I Al Revision Me: TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN LOWE'S AT AUBURN MARKET PLACE 160\ENC,INEERING\7-160-(',,--I D*6 Djte/'Timp 08/0_1/2000 12 46 Scalp -40 in, ­,I fs: Z7'?60 f ')W-13, LANDSCAPE CALCULATIONS LOWES HARDWARE SITE AREA: 542891 SF (SLP0016-' PEDESTRIAN AMENITY 0 20% REQUIRED- 108578 SIF PROVIDED- 36594 SF (PERIM. & WALKS), 22139 SF PARKING ISLANDS COMMON LANDSCAPELALLOCATON (POND)ES 49845 SF COMMON LANDSCAPE USED TO DATE (AUBURN MARKETPLACE) - NONE PARKING LANDSCAPE - REQUIRED BASED ON CONFIGURATION - 111 ISLANDS)- 11100 SF PROVIDED �66 INTERIOR ISLANDS) (+) MAKE-UP AREA (AS NOTED ON PLAN, ON -SITE)- 13345 SF SITE TREES: 207 REQ D. 70 EVERGREEN/137 DECID. 252 PROVIDED PARKING LOT TREES: 111 REQ'D. BASED ON CONFIG.)- 146 PROVIDED NOTE: REQUEST ADMINISTRATIVE APPROVAL OF PARKING LANDSCAPE AREA RELOCATION ON SITE', MAKE-UP PARKING LANDSCAPE INCLUDES COMPARABLE QUANTITY OF VEGETATION & AREA. ALSO, PARKING PLANTERS GENERALLY EXCEED MIN. REQUIREMENT BY SEVERAL FELT. FOR EXAMPLE, A DOUBLE BAY PLANTER HAS 255 SF VS. MIN. REQUIREMENT OF 200 SF, NOTES: NIT i - 11" .a+. -..ag. 'il,:•:... : ,- .. _ •. <. :. ts.,:. �`' fl - "$•tp4> ,a a - �- �� _ - 3i `S:dLe'Dffi� 'q. ,t .f".'.•ai' �. •a�iL7�=�t�p ,:.i A5 rl • • l/• 1 ✓S• \ __ —� \ ,\ .,,s;_ - — ) - _ _ - _ ., OS LOADING DOCK SCREEN • t 1 - 3' MAX. HEIGHT. �...-------......_ _ _.__+._._ 20 TYPE III LANDSCAPE ERIM. SF TYPTAT "A" 5T. _" GATE _ ... _ - WIT T H PEDESTRIAN PLAZA; SEE DETAILS SHEET L-2a. �9) LOADIIQG .. PROPOSED BUILDING ACCENT LOWES BUILDING ACCENT BUILDING ARCTOS WEST OF BLD'G. ALL LANDSCAPE TO BE PROVIDED AUTOMATIC IRRIGATION SYSTEM. DESIGN SHALL BE TO 1011DATIO ASSOCIATION STANDARDS FOR A DISTRIBUTION UNIFORMITY OF .625. 1t LANDSCAPE AREAS SHALL INCLUDE A MINIMUM OF 12" OF AGRICULTURAL TOPSOIL. SHRUB DENSITY TO BE 3' SPACING MAXIMUM. WINTER CREEPER & VIBURNUM TO ESTABLISH 'TkIS MAXIMUM DENSITY IN AREAS WHERE LARGER SPECIES HAVE GREATER SEPARATION. ALL PLANTING BEDS TO HAVE GROUNDCOVER INSTALLED THROUGHOUT AS NOTED ON THE PLANTING PLAN. 'I I I it ICAL STRUCTURAL SHRUB MAINTAINED 42" HEIGHT AND 4' WIDTH GROUND COVER AS ILUNDERSTORY SHRUBS NO GREATER THAN NOTED ON PLAN 3' SPACING OR SEPARATION FROM TO BE INSTALLED OTHER SPECIES; 15"-18" CLEAR OF THROUGHOUT BEDS PLANTER EDGE; 3' CANOPY NOTE: HATCH PATTERN ON PLAN INDICATES COVERAGE OF UNDERSTORY SHRUBS. CIRCLES all ON THIS DETAIL DELINEATE 3' DIAMETER. TYPICAL PLANTING DETAIL SCALE: 1'=10' PLANT LIST SYMBOL NAME VINCA I AT 3:1 MAX. SLOPE. - 4' HEIGHT 23 ISLANDS 22 TREES VINCA VINCA 38 SF IT 7.� cF TYP. NO STREET FRONTAGE LANDSCAPE. LOT 13 TO BE ADJUSTED FOR DIRECT FRONTAGE ON "D" ST. (CONDITION OF CERT. OF OCCUPANCY FOR LOWES) NO 5' LANDSCAPE REQUIRED FOR — CONTIGUOUS LOTS WITHIN AUBURN MARKETPLACE. 5' TYPE III REQUIRED FOR LOT LINES ABUTTING OFFSITE PROPERTIES. SIZE CONDITION SPACING QUANTITY REMARKS �o ��/H�• %%.t'�% :CIO VINCA TYP. __....� VINCA 73 SF J VINCA TYP. VINCA TYP. SF TYP. SYMBOL NAME SF PARKING SF MAKE-UP 2 TREES 2589 SIF { PARKING MAKE-UP 11 TREES BIKE RACK CONT. SLOPE WALKWAY SEE DETAIL SHEET, L-2a FI ^ I• f e LOADING Z �LOADINC ZONE VA. - ��� '�- WALK i �- wxe A0 cNi7-i � ll SF VINCA TYR • 1110 I�� \Idl1 IIoIL i11e1IN 1 1 I°I • IEil► tVINCA • FUTURE DEVELOPMENT Jv SIZE CONDITION SPACING QUANTITY 210 SF f1_ VI N TYP. 38 TREES tias. ti�ti .i aaa a.ar TREE WELL & GRATE - TYPICAL AT NORTH WALL SEE DETAIL SHEET L-2o PARKING 7 TREES I — I, 5' TYPE III LANDSCAPE' r 505 SFCG 7 +'.' VINCA IARCTOS 6 PERI�1. TREES SF J.Le J ca c OO Oo v a � � Z O M of o cc as a °D Z �� �� Q C U) V) o) c QW UU n EL n U J w ww w as ao a m MW Q M U o a Q Q J m m m m Z 22 S S — U MM M U `e r J W W CD 22 2 Y m Gomo0oTZ(i t0t0r0 LOa ARCTOS U) ' T SAVE AND PROTECT F_ %AJD LANDSCAPERTM c 5 OD 0 W O 0 (n ELOWU - - _ 265 SF PARKING] MAKE-UP) • �� Llp7r80 .rs 7121 N. I•LANDSCAPE UNDER ii 1 �.W=- 8 SF i 1 SA AND PROTECT 6 UI � rn J r 108 SF OF SITE PROPERTY Y, Y', m zi JCA VINCA J LANDSCAPEaZ N P TYR "r VINCA o m o r/ TYP. 1800 SF o ; u Q PERIM. aO1i p t n c o O U Q U y 6 PER' . TREES AR OS TIN! IT • • R _IT 9A �yz s5'=.4's'N'ss iI i n 1=YNn?'- Imo' y:91' i01' iY.ii. I 8t%M''H TREES: 0 HYDRANGEA MACROPHYLLA 'NIKKO'/ 18" -24" 5' 7 ACER TRUNCATUM 'WARRENRED'/ 2" CAL. AS SHOWN 34 30' HEIGHT; STAKE & GUY ONE GROWING SEASON; NURSERY GARDEN HYDRANGEA CONTAINER PACIFIC SUNSET MAPLE B & B GROWN FOR STREET TREE USE, 6-FOOT STANDARD CARPINUS BETULUS 'FASTIGIATA'/ 2" CAL. AS SHOWN 30 STAKE & GUY ONE GROWING SEASON; NURSERY PYRAMIDAL EUROPEAN HORNBEAM B & B GROWN FOR STREET TREE USE, 6-FOOT STANDARD 0 ILEX CRENATA 'CONVEXA' / 18" - 24" 3' 50 + PRUNUS SERRULATA 'KWANZAN'/ 2" CAL. AS SHOWN 15 STAKE & GUY ONE GROWING SEASON; NURSERY JAPANESE HOLLY CONTAINER KWANZAN CHERRY B & B GROWN FOR STREET TREE USE, 6-FOOT STANDARD �j MAHONIA AQUIFOLIUM/ 2 GAL 3'-4' 100 CORNUS KOUSA/ 2" CAL. AS SHOWN 16 30' HEIGHT; STAKE & GUY ONE GROWING SEASON; NURSERY OREGON GRAPE KOUSA DOGWOOD B & B GROWN FOR STREET TREE USE, 6-FOOT STANDARD p NANDINA DOMESTICA 'VAR.'/ 18' - 24" 3'-4' 123 6' PSEUDOTSUGA TAXIFOUA / 8' HT. B&B AS SHOWN 7 STAKE & GUY ONE GROWING SEASON HEAVENLY BAMBOO CONTAINER t DOUGLAS FIR 6' HT. B&B AS SHOWN 18 ® PRUNUS LUSITANICA/ 18" - 24" 4' 265 3' SPACING IN HEDGEROW LAYOUTS sit. v�j THUJA PLICATA / 6' HEIGHT AS SHOWN 33 STAKE & GUY ONE GROWING SEASON PORTUGAL LAUREL 'OTTO B&B/CONT. CScc WESTERN CEDAR B&B ® PRUNUS LAUROCERASUS LUYKEN'/ 18" -24" 3' 463 HOLD 3' FROM BORDERS OTTO LUYKEN LAUREL B&B ONLY 3' SPACING IN HEDGEROW LAYOUTS ACER CIRCINATUM / 4' - 5' AS SHOWN 9 MULTI -STEM, 3 - 5 TRUNKS. RHODODENDRON: B&B/CONT. SET ROOT BALL 1" - 2" ABOVE SOIL LINE; GROUP IN VINE MAPLE B&B o 'SAPPHIRE' 3' 94 MATCHED VARIETIES. PINUS SYLVESTRUS 'FASTIGIATA'/ 6' AS SHOWN 10 STAKE & GUY ONE GROWING SEASON ® 'NOVA ZEMBLA' 4'-5' 54 COLUMNAR SCOTCH PINE B&B '> EUONYMOUS FORTUNE' 'EMERALD n GOLD' 2 GALLON 3' COVER NOTE: MAX. SEPARATION FROM SAME &OTHER SPECIES UQUIDAMBAR STYRACIFLUA 'WORPLESDON' 2" CAL. AS SHOWN 55 STAKE & GUY ONE GROWING SEASON; NURSERY WINTER CREEPER HOLD 18" FROM BORDERS S p WORPLESDON SWEETGUM B & B GROWN FOR STREET TREE USE, 6-FOOT STANDARD VIBURNUM DAVIDII/ 2 GALLON 3 COVER NOTE: MAX. SEPARATION FROM SAME & OTHER SPECIES SHRUBS: DAVID VIBURNUM HOLD 18" FROM BORDERS 0 ABELIA VAR. 'EDWARD GOUCHER'/ 18" - 24" 3' 118 HOLD 2' FROM BORDERS GROUND COVER: PINK ABELIA CONTAINER AS NOTED ARCTOSTAPHYLOS WA URSI/ 4" POT 18" COVER USE IN ASSOCIATION WITH VIBURNUM DAVIDII. HEUCTROTRICHON SEMPERVIRENS/ 2 GALLON 3' 62 HOLD 2' FROM BORDERS (ARCTOS) KINNIKINNICK BLUE OAT GRASS AS NOTED VINCA MINOR/ ROOTED 12" COVER USED IN TREE PLANTERS EAST OF GARDEN CENTER. (VINCA) DWARF PERIWINKLE CUTTINGS USE IN ASSOCIATION WITH WINTER CREEPER. SOD LAWN: LOCAL COMMERCIAL BLEND COVER TYP. TYP. V) - w Q Z z >Q V) N N p CD N 00 C-D Of Q 00 CT) c0 00 A7 L� NDSCAPE SHEETS 0 Q 1 1 W w f �3�L0 c�Z L-1 LANDSCAPE PLANTING PLAN to w L1a LANDSCAPE PLANTING (NORTH HALF) L1b LANDSCAPE PLANTING (SOUTH HALF) 0 20 40 80 00 w d � = L2 PLANTING NOTES AND DETAILS Y v tn L2o :SITE HARDSCAPE DETAILS °��� L3 'IRRIGATION PLAN /j L4 IRRIGATION NOTES AND DETAILS _� L5 ,� 0 s wcin (SEE' BCE JOB 6292 FOR "A" STREET.____ IMPROVEMENT. P�,Ns) - CALL BEFORE YOU DIG J 1*-WM' 1-800-424-5555 Q W Y l9 �, y' Record Drawing Certification STATE OF g PROJECT REF. FAG/ 00-0001 yJ - 3 N1 WASHINGTON b� o CON REGISTERED This ion sheet conforms with the Cityof Aubum's Plannin - 3'• _LANDSCAPE ARCHITECT These drawings conform to the Contractor's construction records. Deportment minimum landscape requirements. g BY Date o Q �� s BRUCE WCRORY D 'n CERTIFICATE NO. 504 Titfe/POsition Approved By: � W •� '� (VALID ONLY WITH SIGNATURE) j Z N t 0 LL Conrimred by CHy. Date Date Approve : 8- 7 - 00 $ ^ V) T a Q x Del 00 0 lSB�f DETAILS Ew LEGEAD AAD BONDER - GREEN SE VED NfITF SYMOL ON AFI SACKGROCAV BACKL - NAAA AT TYPIICAL AT ALL HANDICAP SPACES © ` TIRS BIGN T"WAL AT ALL "VAN ACCESSIBLE' PARKAW SPACES 6,-O" ATTACH SIGN TO PIPE STRUCTURE WITH 1" WIDE METAL STRAPS BOL TED Ca SIGN. PENALTY SIGN N71H UVRVANG AS REOLAYED e .. . = BY STATE OR LOCAL LAW N 7r CHANNEL POST BS to L.IFT. d STEEL PS/GN INTED Jw PA. STEEL PPE BOLLARD PAINTED OSM YELLOW RED2T0 MATCH N .oFFKLED *TM CONCRETE asI 1 C REm I I 2--6" 3'-6" .i 4' MIN �r. 48" 3" RADIUS ITYP.I' CAR Please Keep Our Parking Lot Safe By Returning Your Cart. Thank You For Shopping At Lowe's. Be Are Not ReeponvM For Damages CaWlee By Carte Lett In The Lot ALL LETTERING SHALL BE WHITE BACKGROUND 2-112" RED STRIPE ROTES 4' x 7'-4" x 3/16" THK. a ALL LETTERING SHALL BE WHITE. STEEL PLATE a THE WORDS "SHOPPING CART" IS FOLIO EXTRA BOLD, "RETURN" IS FREEHAND 575 OR FREECON, BODY COPY IS HEL VETICA BOLD. e THE LETER R" IN THE WORD "RETURN" HAS A BLUE OUTLINE TO SEPARATE IT FROM THE %" IN THE WORD "SHOPPING" e BACK GROUND COLOR IS PMS 2BO BLUE. e STRIPE ACROSS THE BOTTOM IS PMS 200 RED. e SIGN TO BE ALUMINUM. 00 .00 w 0 m 0 o w2�1 0 Z (n (n > a of rr 000 t\O (n (n w 0((n N mm mA! A! �� C3 U U U w w w aaa `n . a M m $ • = U m m m m J T m xxw 00 C3 0 o r 0 o to M N � z J W LL O J Q W W III ITI ii Tom- fn a� O LO HAND/CAP PARKING SIGN � 4 °" 6-6" 4'-°" wcq OAF AT EACH H4NDN7AP SPACE. 1 1/2" DIA. sch. 40 STEEL PIPE q: W MIERE HAAONCAP SPACES FACE EACH 071EN NIINOUT WALKWAY, PAINTED RED TO MATCH SIGN Q o IAFRE SHALL RE OAF WIN TN SBMWIIOQVTED BOTH SKIES (USE ERLL/AMS D.T.M. O _ OR DEVD.TM) OE D.T.M./ cn 4" x 7-4" x 3/16' rHK W STEEL PLA TE Q m z W W O Q / 15 1/4" � 0 j 6 4CK SHALL BE ANCHORED WITH CONC. SCREWS W I � Q Q 2 STALL CART /9E7URN RACK DETAIL = L U �L Ywoo0 W O J PLAN LETTERS (PMS 280 BLUE) LL U T U R E O M E O F RED LETTERS (PMS 200 RED) (2) 5' x 17'-8" DOUBLE FACE WERNALLY ILLUMINATED 0_ E BLUE EAGLE SIGN CABINET OF WIDE -BODY ALUMINUM EXTRUSION W/ cn PMS 280 BLUE)7 Aw w T I f I (%, %�7 2.25' HINGED FACE RETAINERS. CARNET FINISHED TO = 1359197 HOME IMF N i mi 4 X4'X12' LONG P. T POST (TYP. ) 4'-0' 0 or SO. FT: OVEMEN OUSEL GRADE I I I I I I I I I I I I u u EL E/A TION 4'- NOTE CONTRACTOR TO FURNISH AND INSTALL SIGN WHEN GRADING COMMENCES. SEE EROSION CONTROL PLAN FOR LOCATION, F1fMRE HOME SIGN 0j UE LETTERS (PMS 280 BLUE) RED STRIPES (PMS 200 RED) BLUE LETTERS (PMS 280 BLUE) WHITE BACKGROUND WIRING TO EXIT BASE OF POLE THRU CONDUIT PLUS 6' OF WIRE (277 VOLT) ROAD SIGN o, M LJ of N I O O O 0 3 u 2 • 0 i N U _v F � z Z � o 0 �U _ W 4 r, Z x Q oAr z w w r7 N N :zO N DO j z > N 1 1 = ���(n Q Z �Z v Lr) C'� C'4 Z N N 00 LLJ ,v ( a Q a_ O N O - L E f^ W O z N t o Ln O C-4 'FOR INFORMATION ONLY" 01(m 0 0 0 IS- rr 4 -- �- - Al PER C.O. AUBURN STD. DTL. STBA-1 0 25 50 100 EMMA L\,\\\ SCALE. i" 50' NO STREET FRONTAGE LANDSCAPE. LOT 13 TO BE ADJUSTED FOR DIRECT FRONTAGE ON 'D" ST. (CONDITION OF CERT. OF OCCUPANCY FOR LOWES) NO 5' LANDSCAPE REQUIRED FOR - CONTIG000S LOTS WITHIN AUBURN MARKETPLACE. 5' TYPE III REQUIRED FOR LOT LINES ABUTTING OFFSITE PROPERTIES. PER AUBURN STD. DTL. STBA-1 A PEDESTRIAN CROSSING SHALL BE INSTALLED BETWEEN STATIONS 17+80 AND 21+90 AT SUCH TIME IN FUTURE THAT THE PROPERTY ON THE WEST SIDE OF "A" STREET IS DEVELOPED. SITE PLAN 14TH STREET N.E. STD. DTL. STDW-1 AND STDW-3 � iH� 5TST. N.E. � z SITE N Q 3 Z N o C zi a � w . }'STH ST. N.E. a' i 0 e Z di l �?LjLj Ar ZZ J a_ F- O myo JH ST. N.E._' = w I F U VICINITY MAP N.T.S. c� Cl- SITE DA TA Acreage: Total 12.47 Developed 12.47 Parking Provided: Standard 597 Compact 44 Handicapped 14 Total Parking Provided 655 Parking Required: 655 (1 space/250 sf GFA - 411000 sf) GFA = 163,774 sf (1ncL Garden Cntr) Reduction permitted for up to 25% of required parking. I. D. SIGN LOCATION :K; PLANS BY SEP. PERMIT. 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. M d m y = U M M M m m m J m = S 2 W O O O O O O O 0) r 00 0 0 p 00 Z m Q Q a_ U_ W O W CO j S W D = N W r Ir W Q CD 0) O 0) W = Q U 0 Q 0 Q m MW < W cc a Q p L U En c+O� W 3 O J w 0 In 2 Q z N II r Z N o 0 x w MI m o N p __......_..._ _ ...._.._. __ y LINKAGES (n PEDESTRIAN LINK m o WEI1iLYS 00 Z 30'-0" 84'-0" SEE L-2a FOR MT'L. 1iESTAMRANT j z N AND DESIGN CRITERIA l a� <.c ., U) g BIK RACK: SEE AVIGATION EASEMENT N EAS052607.9 I L,J a a ~ PEDESTRIAN LIGHT DEL IL SHT. L-2a A.F. Ff. bi x o w FIXTURE (TYP.) BLDG. HEIGHT W N S MAX. (APPROX. 43.9 FT.) Q cli o g PAINTED YELLOW XRROIWS' p� ° Co) cli DO z ° PARNT€D ° e ° N (0 Co (Ifz w p L_L ° DA�HED YELLOW LINE ° ° ° N ^ ( to w CD Z — - � LL L1_I I _ a I ., � N N __ Z Uj PAINTED WHITE "STOP" AND STOP BAR SIGN MOUNTED ON COLUMN — CANOPY ABOVE ENLARGED CUSTOMER LOADING CANOPY SCALE: 1"=20' PAINTED YELLOW "LOADING ONLY" EXPIRES 9 23 01 Record Drawing Certification PROJECT REP FACT 00-0001 1j 3/od7 These plans are approved for conformance with the City of These drawings conform to the Contractor's construction records. Auburns Engineering Division requirements. By Date n C 40,0 ritle/Position Approved Eyv /�:�✓1^'✓>/ ✓ Confirmed by City: Date Date Approvled: N o O a '^ z W E0 o t o AN 0601 00VIS?+ a File: P\SDSKPROJ\7260\EN,INEERWG\7260—CA DWG ^ate/Time: 08/01/2000 °i2 Scale: 1-30 tirncem XrefS 77?rO IN,Z7260—S,Z7260 1Zi260—LS, I I I to I I I I 1 ' I 7 I i I III I a L. VINCA ONE R( FACING 23 ISLANDS LANDSCAPE AND IRRIGATION TO EST OF SIDEWALK R.O.W. DESIGN & CONSTR? — —..... BY DEVELOPER..— —._. _ BERM & EAST WALK WITH LOWES CONSTR T N.E.s- 'r o _�.L• 4 � ...—:.---� 7� � C�'., ; � / � �'` L• �__ �,F1 �,� � l ,JT-� � 1-� � o -� 1 _ram ..__ `' 7 �� 7 z BERM AT 3:1 MAC. SLOPE. , a, VINCA 7790 S 30 TREES PARKING MAKE—U� _ VINCA VINCA VINCA TYP. BERM AT SL.J- 3' MAX. HEIGHT, A — PEDESTRIAN PLAZA; SEE DETAILS SHEET L-2a. BUILDING ACCENT O0 �0 rnCl) C0rn 0 EDI BUILDING —... ..... �11 '442' SF y, IIUj[ .. 390 SF .. VINCA ....... i.... — 271; SF 27 — 273 �F - I � , - _ TYP; _ I T,�.... SF ........ NP A I �.::n!/Ti .... ......-............ ' �I _._. .....—......... — 1 _..... TiF. VINCA TYP. SF R P t N T j co O O O O U) + \Y (D n oA. p � CO CO p y gy a O O ti CL CD J G O 3 1 r L. ' a 0 Z Q H � o�Y o O c n Z. ♦ DmG� /� a noA 900 nmo0 S0Z m n 3 Ul` 'c Job Number Scale: H A V� Designed - KKa For: 18215 72ND AVENUE SOUTH 7260 mP 0Z KENT, WA 98032 Drawn _KKC- Horizontal LOWE'S HOME IMPROVEMENT (425)251-6222 8782 WHAREHOUSE Sheet p 4 (425)251-8782 FAX Checked_HBtd 1"=30' y ,t►' Approved — Vertical 1530 FARADAY AVENUE, SUITE 125 CIVIL ENGINEERING, LAND PLANNING, N/A L—1 rj VVV s SURVEYING, ENVIRONMENTAL SERVICES Date 12/3/99 b°f 7 H� ENG\N hew. P P'.'h�F !_,.t'tt^h ——L16D'AMI I ..-:�-iir 17 11: 1-4'u 11, 'In xlrt,_ '/,'(u-IH.ZT,'t,, ,.779tn T77:-'li0 CARLSBAD, CA 92008 25 TREES 210 S 210 SF D 0 1 M 2 m m r PA 50 SFI 0 F V_­ 13'0 SF F 6 8/1/00 HBM HBM REV. PER CITY SITE PLAN REVIEW OF 7/26 & SUBSEQUENT MT'GS. 5 6/28/00 HBM HBM REV. PER CITY SITE PLAN REVIEW OF 6/26 & SUBSEQUENT MT'GS. 4 6/8/00 HBM HBM REV. PER CITY SITE PLAN REVIEW OF MAY 8 & SUBSEQUENT MT'GS. 3 4/17/00 KKC I HBM BID RELEASE 4/18/00 No. I Date By I Ckd. Appr. Revision Tdl&. LANDSCAPE PLANTING PLAN (Southern Section) LOWES of Auburn Marketplace Auburn, Washington Planting Notes and Materials REVISED 11/98 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 8), 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 OVER 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. 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. File: 7260-1_2.DWG Gate/Time' 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. GROUND CONTACT WOOD: PRESSURE TREATED HEM/FIR TO SIX -TENTHS OF ONE POUND (0.6 LB.) RETENTION (LP-22). 6" SPECIFIED SIZE WITH 24" #4 REBAR PER DETAIL. LAWN: SEED OR COMMERCIAL SOD AS NOTED ON PLAN. SOD SHALL INCLUDE BLUEGRASS FOR BINDER. SOD SHALL NOT HAVE MANMADE BINDER. LAWN EDGING: 5-INCH BLACK POLYETHYLENE EDGING AS DISTRIBUTED BY VALLEY VIEW SPECIALTIES COMPANY, UNDER TRADE NAME OF "DANDY DIAMOND" PHONE NUMBER (800) 323-9369; OR EDGER AS NOTED ON PLAN. 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 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. brucem Xrets-. ROW SPACING - LARGER GROUNDCOVER THROUGHOUT TRUCTURE SHRUB r� W SPACING - SMALLER NDERSTORY SHRUB PLANTERS LESS THAN T WDE HOLD PLANTS FROM EDGE OF PLANTER Q AS NOTED ON PLANT LIST 3' MIN. SEPARATION C OF SHRUBS w GROUNDCOVER THROUGHOUT BED LINE EDGE L �� 1, HOLD PLANTS FROM FINISHED GRADE AT 4:1 3" COMPACTED DEPTH OF CURB/WALK / % EDGE PLANTER SLOPE MAX); 2% MULCH; 4" LOOSE (MINIMUM) � AS NOTED ON PLANT LIST SLOPE MP. MIN.) CURB PER CIVIL TOPSOIL AS SPECIFIED PLANTERS NOTE: DRAWINGS (WALK T AND �AT� SIMILAR) FINISHED GRADE AT 3:1 THIS SPACING APPLIES TO AND MASS PLANTTt10 GROUNDCOVER AND SLOPE (MAX), 10:1 (MIN) Spacing Detail SHRUB MASS PLANTING PREPARED SUBGRADE 1" MAX. SCALE: NONE �yVA 1" MAX. (WITH nh COMPACTED MULCH) SOILHER UNDERCESS MULCH/\\X\\° NOTE: 1" MULCH AT CROW ` jV�v< 3"-4" SEE PLANT LIST FOR 1/2" ABOVE GRADE PLANT SPACING 1" ABOVE GRADE IDEWALK 3" MULCH (COMPACTED) TIC MULCH S (CURB SIMILAR) Planter Section ..... ..^.r. SCALE: NONE PREPARED ,PREPARED PLANTING BED PLANTING REMOVE CONTAINER & SCORE • BED ROOTBALL, SPREAD OUT CIRCLING ROOTS 1.. BACKFILL TO BE SETTLED USING WATER ONLY LP88 THAN 1 GL4L I GAL CONTAl6i wnd LAR(�i { PJNREID AFTE1 MULCH) (PLANTEID BE OW MULCH ) Groundcover Planting Detail OVER EXCAVATE PARKING LOT PLANTERS TOPSOIL SETTLED TO LOOSEN COMPACTED SUBBASE (COMPACTED CONDITION) SCALE: NONE OVER ALL AGRICULTURAL SOIL DEPTH OF 3 FEET COARSE TRANSITION FROM TOPSOIL TO SUBSOIL 1-1/2" DRAIN AT LOW (2) 2x2 D.F. STAKES; TIE AT APPROX. 1/3 TO 1/2 HEIGHT POINTS & 10' MAX. SPACING OF TREE WITH FLEXIBLE RUBBER TIE IN FIGURE EIGHT OVA BERM HEIGHT 6" TYP. CURB PATTERN. STAKES AND TREE PLUMB MIN. OR AS NOTED 3" DEEP SAUCER FOR WATERly SOIL LINE: 3" IN _ MULCH, FLUSH 3" MIN. DEPTH OF MULCH (BARK) lyy✓l IN TURF REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL �>3 gY /?H 'p- SUBGRADE Ilk EXCAVATE TREE PIT AT A MIN. OF 3 TIMES ✓ REMOVE EXCESS GRAVEL PAVING SECTION DIA. OF ROOTBALL; SCORE ROOTBALL AND PIT WALL AND PAVING y (DEPTH VARIES) PIT SPOILS BACKFILL 12" MAX. LIP SET BALL ON UNDISTURBED SUBGRADE, Grading in Parking Lot Planters (Topsoil Prep.) OR COMPACTED SOIL. \ SCALE: NONE V Evergreen Tree Planting (6' To 10' High) 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 NO MECHANICAL COMPACTION V (2) 2x2 D.F. STAKES, PLUMB (1 1/2" DIA, X 10' SCH 40 GALV PIPE AT STREETS) WITH ELASTIC CHAIN -LOCK TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE & INSTALLATION -� REMOVE AT COMPLETION OF PLANTING TURF PLANTING; PROVIDE 3'0 "NO GRASS" TREE RING & 3" DEEP MULCH IN WELL. MULCH: 1/2" - 1" SIZE HOLD BACK FROM TRUNK 8" TO 10" FINISHED GRADE PREPARE PLANTING BED PER SPECS; AT MIN., LOOSEN AND MIXo SOIL TO 18" OR DEPTH OF ROOTBALL AND 4 TIMES BALL DIA. PEEL BACK BURLAP; REMOVE TIES, CONTAINERS / & WIRE BASKETS; SCORE ROOTBALL SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL PENETRATION TO SUBBASE (+) 12" Deciduous Tree Detail (B and B, Less Than 3° Dia.) SCALE: NONE 1" MAX. TOP OF CURB TO TOP OF MULCH } CURB BARK MULCH'' j a 3" MINIMUM COMPACTED DEPTH a 0 o Mulch at Curb a SCALE: NONE SEE STREET IMPROVEMENT PLANS FOR WORK IN 'AA STREET, SIDEWALK WESTWARD. BCE #6292 FILES rn THROUGH r14. Record Drawing Certification r r^ ww W W W 0 J » v 01 w wO N m Mm 0 m nm � QJ 0o o o ` Q mcr Of asa n C)10O � �— tz Z (n V V) O� C 0 U U U J Z WEE w as a 0 F- M ,c) i Q w 0 a J a .6 w m m m m 2 S 2 2 () MMMC-) m m m ` U 2= S Y m o � P�m '6���� Q \ r- NZ .4-io m <o CD�'*r7 z F:J STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT H. BRUCE McCRORY CERTIFICATE NO. 504 (VAUD ONLY WITH SIGNA RE) PROJECT REF: FAC/ 00-0001 F r Z M j CID w 0 0 O w 04 rn g_ O Z U w w Q o = 0 Qin � Q U L O o J C3 U L O LL 0 o c U � N N 0 U, Y UI. Y M m as rn r7 u 0 u C 3 o a Y V r o >O n N O 0 ch U Q 0 This plan sheet conforms with the City of Aubum's Planning These drawings conform to the Contractor's construction records. Department minimum landscape requirements. BY Dote 0 Title/Position Approved By 0 z Confirmed by ClOr Dote Dote Approved.' A.- = rn LLi C5 U O in z Lr) g Lij aw z x Q cl Z w w (14 �` g Q r) O N N [V 00 Z 0 (If Z M 00 rn N co r- 00 > z r Q 3 I rn I L Zw �z � Lf) 1 Ln w N Z N N w C)V) W N 0 1� Ln N J' 00 0 1,5- 64 1 " l 1 i.. STREET SIDEWALK _— 12" COBBLESTONE TEXTURED EDGE BAND_ STREET SIDEWALK ILILj G ....LI 4 LL- PEDESTRIAN PLAZA PLAN SCALE: NTS (PROPORTIONAL) I - - - LL ALIGN WITH STREET CURB LINE 20' )c2s PRUNE LATERALS FOR LOWEST LIMB CLEARANCE OF 8' �\ TRUNK PLUMB AND LOWEST LATERAL BRANCHES A MIN. OF 6' ABOVE GRADE 2 STAKES WITH TOPS 5' MIN. ABOVE GRADE CHAINLOCK TIES IN FIGURE EIGHT CENTER TREE WITH TOP OF ROOTBALL 4" BELOW GRATE SURFACE \ NEENAH CAST IRON TREE GRATE 4' X 6" /R-8811 180 RECTANGLE GRATE FLUSH WITH WALK SLOPE NEENAH CAST IRON FRAME: INSTALL PER MFR. SPECS. #3 BENT REBAR AT ANCHOR LUGS IN FRAME #3 REBAR'SURROUNO .L' 4" DEEP W ROC j� y . II I 2 SPRINKLERS 0 �S�hY BALL ON SWING ELLS WITH 64 PPILES COARSE TRANSITION D� TOPS�L INTO SUBSOIL AMENDED TOPSOIL; EXCAVATE - Xi SUB5O1 L FOR 30" FINISHED (COMPACTED) DEPTH OF TOPSOIL BACKFIH 4" DRAIN LINE; WRAP WITH FILTER FABRIC PVC IRRIGATION SUPPLY LINE CONTROL JOINTS: JOINTS IN PAVING TO — INTERSECT FRAME JOINT CORNERS JOINT LINES, +/- 6" AS SHOWN #3 REBAR SURROUND IN PAVING TREE GRATE AND FRAME: INSTALL AS SINGLE UNIT (WIRED) WITH SEAT IN TRUE, FLAT PLANE WITHOUT ROCKING. 3/16" SHIM BETWEEN FRAME AND GRATE SIDES. TREE GRATE MEETS ADA STANDARDS (1/4" SLOT OPENINGS) NOTE: SQUARE PATTERN SHOWN. LONG DIM. TO BE PARALLEL WITH WALK DIRECTION. SIDEWALK TREE WELL AND IRON GRATE NTS L L L. L L L N w O z 00 �LTFIER- TIMBERFORM 2834-AT-L, ASH/DOME TOP 21-GALLON BENCH- TIMBERFORM "MANOR", 2827-6 (TYP.) FURNITURE COLOR -MATCHED, "PARKER PAINT ELM COURT", OR EQUIVALENT 8" DEEP BY 6" WIDE THICKENED CONC. EDGE ° o � FRAME JOINT a a � I 4' GRATE],6, TYP. a 4'�� CONT. SOUTH. TO SCALE: 1 /4" = l'-0" ASPHALT PAVING CONC. RAMP PLANTER: 4) TOTAL - SEE SITE PLAN FOR LAYOUT BIKE RACK: SUPER CYCLOOPS 2175-10-P COLOR MATCH "PARKER PAINT" "ELMCOURT, OR EQUIVALENT COLORED, COBBLESTONE TEXTURE EDGE BAND (TYP-) EDGE BAND DEPTH VARIES AT BLD'G. (18" TYP.) -� -L CONC. PAVING MATERIALS CONCRETE COLOR: STANDARD GRAY EXCEPT EDGE BAND EDGE BAND TEXTURE: 6"x6" COBBLESTONE BY PATTERNED CONCRETE; CONSTR. PER MFR. SPECS. WALKWAY PATTERN: 20" - 24" SQUARE GRID JOINTS GRID DIMS. TO BE EQUALLY SIZED BETWEEN EDGE BANDS WITHIN ABOVE LIMITS. NO PARTIAL GRIDS. EDGE BAND COLOR: L. M. SCOFIELD CO. A-53, ARIZONA TAN, OR EQUAL CONSTRUCT CONC. CROSSINGS AFTER INSTALLATION OF ASPHALT PAVING. CROWNED CONDITION TO BE INSTALLED AS NOTED ON SITE PLAN. 20" SQUARE PAVING. SEE WALK DETAIL THIS SHEET Plan \-18" EDGE BAND. COLORED Raised Planter COBBLESTONE TEXTURE TYPICAL OF WALK FRONTING 3/4" CHAMFER AT ALL EXPOSED LOWES GARDEN CENTER CORNERS PLUMB 3/4" x 2" RUSTICATION STRIP AT EXPOSED FACES Y CONC. SURROUNDING PLANTERS J4 REBAR: — �j a3 SLOPES TO DRIVE CONTINUOUS AT TOP &4 00 BOTTOM; 18" O.C. VERTICAL I OD N PLANTING SOIL MIX: TO SITE--. W° CONCRETE PAVING PER ARCH. PLANS TOPSOIL MIX 25% VOL - ORGANIC COMPOST. BLEND TO N 24" BELOW WALK GRADE II IL �J PLANTER WALL: SMOOTH ARCHITECTURAL 1/2 ELASTOMERIC EXPANSION FINISH. PAINT TO MATCH BUILDING JOINT (E.J.) I BODY COLOR. 1. 12" PLANTER WALL DETAIL Section NTS CONTROL JOINTS 1/2" RADIUS LIP 20" GRAY CONC. GRID TROWELED FLUSH TRANSITION (TROWELED) 18" COLORED & COBBLESTONE TEXTURED CONCRETE EDGE BAND i 6" HIGH CURB TYP. a 12:1 SLOPE TYP. � I 61 TYP. SECTION- ASPHALT. FELT EXPANSION JOINTS (20' MAX.) TYPICAL SIDEWALK RAMP (12:1 SLOPES TYP. ALL SIDES) 1/4" DEEP PATTERN FROM EXPANDED METAL GRATE CROSSWALK PLAN NTS. (1:1) 12:1 RAMP CROSS SLOPE 1 42" DIAMOND TEXTURE GRID SPOT ELEV. ON PLAN PATTERN 18" 2.5' MIN. 1/2" RADIUS LIP, TYP. EDGE BAND TEXTURED 15" SO. TROWEL JOINTS COLORED CROSS WALK CENTER LINE CONCRETE INE FLUSH w/ CROSS DRAINAGE 2-1/2" - 3" CROWN 0.05' (5/8") 2% CROSS SLOPE SPOT ELEV. ON PLAN 2" -j 1/2" 1/2" RADIUS LIP, TYP. pC p CD zz W W W =) » p C3 C/ W W W N N W m m m Ln N N `^ �a 0 J > �to M Q 00 0 W W M ofof 0 as ao Q ID tztz �� (f) (f) V3' Naa � � � UU U J U ww w w W W W W M aao_ F_ m of W U a Q :EM MM mm m m ti y W S S 2 S U MIM M U mm m `.e �F_ Vl S= S Y m CD 00 O O \N 0000 0 CID 10 to cc, L0 It n z WALK LINE BEHIND RAMP 1 /2"x2" ELASTOMERIC FILLED CONTROL JOINT /--1/2" RADIUS LIP ASPHALT PAVING —/ 4" THICK COMPACTED AGGREGATE BASE OVER PREPARED SUBGRADE 6" THICK COMMERCIAL CEMENT CONCRETE W/ 6'x6'x10' WIRE MESH CROSS WALK CENTER LINE CROWNED CROSSINGS PER SITE PLAN PEDESTRIAN CROSSWALK SECTION \IV\� STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT H. BRUCE MCCRORY CERTIFICATE NO. 504 (VALID ONLY WITH SIGNATURE) SCALE: 1/2" = 1 Record Drawing Certification PROJECT REF: FACT 00-0001 This plan sheet conforms with City of Auburn s Planning These drowings conform to the Contractor's construction records. Department minimum landscape requirements. By Date rifle/Position Approved By: Confirmed by Clty: Date Date Approved L0 N r Z w o > N Ii M Q w = U G W 2 Q J � Q U L 0 0 L0 r L LL 0 0 O O V O U O > x O Y. Y1. ml Y Y 2i n p C Y O 0 O U < 0 = En LLJ CO U � z � o N gN w a J :D z x a o zw w C14 `` g Z Q r7 [V C3 N (V CO rr Z — 0 Z 00 (V c0 r- 00 w Q I w z 3U-)04 ��Uj z: L0 u7 > � � Y 0 V) N ° '3N,. T i Z W a 0 N M 1 AI o In N , J 0609 00 t0IS"94 LANDSCAPE AND IRRIGATION TO WEST OF SIDEWALK R.O.W. BY DEVELOPER. NOTES: MOUNT CONTROLLER ON INTERIOR WALL INPUT: 117VAC V-10R, 60 Hz. OUTPUT: 26.5 VAC, 1.5 A. LOCATION PER ELECTRICAL PLANS, AS DESIGNATED. MOUNT RAIN SENSOR ON WEATHER EXPOSED PORTION OF EXTERIOR WALL AT 8' — 9' HEIGHT. PROVIDE GALV. 1/2" CONDUIT FOR IRRIGATION CONTROL WIRE ACCESS TO CONTROLLER. 24V CONNECTION PER MANUFACTURER'S INSTRUCTIONS. INSTALL 1 1/4" DIA. PVC CONDUIT FOR 24V ELECTRICAL WIRING FROM LANDSCAPE TO CONTROLLER. IRRIGATION SHOWN DIAGRAMATICALLY FOR PLAN CLARITY. COMMON TRENCH AND PLACE EQUIPMENT IN LANDSCAPE; MANIFOLD GROUPED VALVES IN ADJACENT SHRUB AREAS WHERE FEASIBLE. - fN V1 VI U' fir z ww � OFCy p wOU N V) N m mm M=) V V) V) 00 Z 0 r,CD M J 00 0 Q 0 O L g5 g as o m Q �tz -� a C V) U) U) W up) L Cd UUirm /�/y�� n 2 U J LL n_ `L a� W 7 C ofof�'m Q 0 a Cl) Q J mm al m mm m m y z mm S m U Q Mal co y m Mal co coY J m O O O\O\ • —C4 OD m O (oo t\D win M) O Z N � W H ao > , N w U = c It 0 ir Q U L Q Q CFJ L0 LqL U_ IRRIGATION LEGEND/SCHEDULE (INCL. DRIP) -- — _ _. 3 S�V — —...._ a SYMBOL DESCRIPTION _.... . — — Z .. = o PCs • PCS 0 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 • RAINBIRD 12 F, TO, TT, H, T. Q SERIES o RAINBIRD 10 F, H, T, Q, —LA SERIES RAINBIRD 15 F, TO, TT, H, T, Q SERIES o RAINBIRD 15 SST, CST, EST o,► TORO 3xx-00-01 F, TQ, H. T(306), Q 02► TORO 3xx-00-02 F, TO, H, T(306), Q �► TORO 3xx-00-03 F, TO, H, T(306), Q pt TORO 3xx-00-07 F, TO, H, T(306), Q 2.6, 1.95, 1.74, 1.3. 0.9, 0.7 1.6, 0.8, 0.5, 0.4 3.7. 2.8, 2.5, 1.8, 1.2, 0.9 1.2, 1.2, 0.6 2.28, 1.71, 1.14, 0.71, 0.57 2.88, 2.16, 1.44, 1.08, 0.72 5.43. 4.07, 2.72, 2.04, 1.36 5.7, 4.28, 2.85, 1.82. 1.43 TORO DRIP COMPONENTS: DL2000 FITTINGS AND ADAPTERS (TYPICAL) ` — DL2000 DRIP TUBE (RGN-412-05/NON—PRES. COMP.) 25 1.02 GPH — 18" SPACING ®© PMR25—MF/HF PRES. REGULATOR, AP4E-075/100 FILTER PMR25—MF (2-20 GPM), PMR25—HF (10-32 GPM); AP4E-075 (4-11 GPM), AP4E-100 (7-20 GPM) ® YD-500-34 VACUUM RELIEF (AT HIGH POINTS) ® JV0500—S2 IN —LINE CHECK VALVE (PER PLAN) m CEFCH—H FLUSHING CAP (AT LOW POINTS) m MANUAL PLASTIC BALL VALVE AT EACH DRIP VALVE (END OF LINE). • RAINBIRD 100/150 PEB ELECTRONIC REMOTE CONTROL VALVE (IN MIN. 10" DIA. GRADE LEVEL BOX) MINI CLIK II RAIN SENSOR BY GLEN—HILTON PRODUCTS O RAINBIRD ESP-24—LX CONTROLLER (HARDWIRE CONNECTION); PROVIDE GROUND AND BATTERIES PER MFR. SPECS. P.O.C.(WILKINS 850 — BALL VALVE (SIZE TO MATCH PIPE). ® CARSON INDUSTRIES #1730 (TWO AT P.O.C.) GRADE LEVEL VAULT WITH BOLT LOCK LID P O.C" Q• RAINBIRD 3/4" QUICK COUPLING VALVE AND 33K KEYS (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 — . — 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 VALVE STATION NUMBER �. 22` VALVE GPM VALVE SIZE PIPE SIZING SCHEDULE CL 200 PVC 1 2" 1 3 4" 1" 11 1 4" 1 1 1 2" 1 2" 1 2 1 2" 35 PSI ROTORS 30 PSI SPRAY 4.5 6 8.5 10 13 20 24 30 36 40 40 50 55 GPM (MAX.) GPM (MAX.) 50-55 PSI STATIC AT SERVICE TO BUILDING V .11 �1 lV STATE OF �\+ WASHINGTON REGISTERED 1"=40' LANDSCAPE ARCHITECT 0 20 40 H. BRUCE McCRORY _� CERTIFICATE NO. 504 z (VALID ONLY WITH SIGNATURE) Record Drawing Certification These drawings conform to the Contractor's construction records. By Dote Title/Position Confirmed by Clty: Dote U'' UI M' O Y Y m n O 2 3 e 'm o o a • o r n o 0 0 � a o V) U) zg V) W J � 4 z X Q r zW W g Q N M N CV Z C:) N 00 z— Qy) UDD CO w Z I I w Q � Pn u7 z to Z LO00 �� w YU V) CALL BEFORE YOU DIG: 1-8W-424-5555 PROJECT REF. FAC/ 00-0001 These plans are approved for conformance with the/City of Auburns Engineering Division requirements. Ln E a O ^ r E (� o �n Approved z N t ° . A N Dote Approved: 1 ` J 0609 oo D16--r4 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 40 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 A 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. OUBLE CARSON GRADE LEVEL VALVE Z BOXES J z a z 0 a c0 —WILKINS 600 PRES. REDUCING VALVE AS NECESSARY T X S COUPLING: CONTR. TO PROVIDE THREADED FTG. AND CAP a 'ON DISCHARGE SIDE OF METER. U SCH 80 LgLICK COUPLING PVC UNION VALVE (BLOWOUT) DOUBLE CHECK METER PER VALVE PER DETAIL CITY STANDARDS SCH 80 PVC UNION METER STOP PVC IPER 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 o o TOPSOIL (FINISH - CO ) o 0 GRADE) PAVING SECTION PER CIVIL PLANS COMPACTED BACKFILL AT 90% DENSITY ° _)C C ° o ° (TOPSOIL BACKFILL) z AT 95% DENSITY (� C oc (STRUCTURAL) \a ; C %0 °� ° 0 C n o n PVC LATERAL 6" OFFSET SLEEVE(S) C o U , 0 0 ALT. WIRE SLEEVE ° \ C �c PVC MAINLINE co a VALVE WIRING m PIPE BED MATERIAL O z 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 6"/12" POP AT SHRUBS 4" POP AT TURF 6" CUR. OF OBSTRUCTION ' 4 rl it 11 A a ' - MULCH CONDITION SPRINKLER FINISH GRADE FLUSH AT LAWN _ ADJUST ANGLE AT & FLUSH WITH SLOPE COVERAGE % F CONDITIONS.50 " 0 H NE - MULL u SLOPE ANGLE TYP INK SPR LER CH 80 SCH 80 PVC 90' ELBOW NIPPLE SCH 80 90' ELBOW LATERAL MANUFACTURER'S LIMITS PREVAIL FOR SCH 40 PVC INSTALLATION AND ADJUSTMENTS. TEE SxSxT PROVIDE SWING JOINT RISERS AT WALKS AND CURBS. (SIDE INLET ONLY) 24" FLEXIBLE RISERS ACCEPTABLE ELSEWHERE. POP-UP RISER ASSEMBLY NOT TO SCALE EO EO DOUBLE GRADE LEVEL BOXES SIZE TO PERMIT 12' MIN. CLR. FROM WALLS TO TEST COCKS; - BOLT LOCK LID. WATER SERVICE III DOUBLE CHECK VALVE (STATE APPROVED FROM METER _ ASSEMBLY) RESILIANT SEATED VALVES & TEST COCKS; INSTALL ASSEMBLY AS SHOWN OR THE TEST COCKS IN HORIZONTAL POSITION, PER LOCAL REQUIREMENTS. i9 IfI - PVC MAINLINE PER PLAN U Z � J U 0 C o c �O C N 0, -)\ c y )O y 00 C �O CC IIII�-III- CHECK VALVE ASSEMBLY NTS -SCH 80 NIPPLE & FEMALE ADAPTER UNION AT EACH SIDE OF VALVE SCH 80 PVC SCH 80 NIPPLE (TYP.) -BLOCK AS NECESSARY WITH BRICKS OR CONC. BLOCKS AT BASE OF VAULT GRAVEL SUMP-7/8" WASHED GRAVEL NOTE: INSPECTION OF COMPLETED ASSEMBLY BY CERTIFIED TESTER REQUIRED. a FINISH - GRADE o SCH 80 — NIPPLE i- SCH 80 SXT 90' ELBOW SCH 80 - NIPPLE 0C 0 00OOo\UO O\ COCDC\O ,oOo WoPROOroO�c WIRE WITH WATERPROOF WIRE CONNECTOR C7 U 1- N1- � M M H VJ/A TORO DL2000 COMPRESSION Ld W'J FINISHED GRADE TEE (CT710) (TYP.) oo v Q m TORO DL2000 DRIPLINE (TYP.) MM >> N Cr N 48 a as W (RGX-XXX-XX) 00 SUB -MANIFOLD jAAj 00 0 .> Q \ / C, 12" \\ \� Cod O 4 �� a Z PVC TEE TO z COMPRESSION ADAPTERS "" " O PVC CROSS TO TORO DL2000 (TYP.) ; COMPRESSION ADAPTERS ww w (CA710) (TYP.) ao 0 o m Q PVC SUPPLY MANIFOLD FLOW FROM VALVE ISOMETRIC -6 W mm m m 22 = S U NOTES: U Q 1. SEE PLANS & LEGEND FOR ALL DIMENSIONS AND LATERAL SPACING. mm m m m U 2. RATIO OF LATERALS TO START MAY VARY PER HYDRAULIC DEMAND. oC> o r C0 CENTER —FEED SUPPLY SUB —MANIFOLD TORO DL2000 �N Co co co `o 0 1z cc to 0 PLASTIC CONTROL VALVE BOX WITH COVER (10" DIA.02" MIN.) FINISHED GRADE - PVC LATERAL 7 TO SPRINKLERS RAIN BIRD PVC SCH 80 NIPPLE VALVE (100 PEB) AND FEMALE ADAPTOR PVC MAINLINE - REMOTE CONTROL VALVE; BODY CLEAR OF SUMP VALVE BOX 1 V x /( 1 C.F. 7/8" GRAVEL SUMP MAIN LINE FITTING l) 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 SPEC'S. REMOTE CONTROL VALVE NOT TO SCALE 6" ROUND VALVE BOX TORO DL2000 AIR/VACUUM RELIEF VALVE (YD-500-34) 1/2" PVC TEE (SxSxT) TORO DL2000 COMPRESSION ADAPTER (CA710) (TYP.) TORO DL2000 DRIPLINE (TYP.) (RGX-XXX-XX) OR BLANK TUBING (TYP.) (A710) PEA GRAVEL SUMP (6") BRICK SUPPORTS I C I I I I SECTION/ELEVATION NOTE: 1. AIR/VACUUM RELIEF VALVE CANNOT BE CONNECTED LOWER THAN DRIPLINE LATERALS. 2. FOR USE ON ZONES OF 7 GPM OR LESS ONLY (PLUMBED TO TUBING). 1/2' AIR/VACUUM RELIEF VALVE TORO DL2000 (PLUMBED TO TUBING) NTS 6" • ELECTRICAL: 24 VAC; INSTALL, PER MFR'S SPECS. • SET ADJUSTMENT AT 1/4" RAINFALL TO INTERRUPT SOLENOID CIRCUIT MOUNT ON WEATHER EXPOSED WALL 8' ABOVE GRADE. v PROVIDE 1/2" GALV. ELECT. CONDUIT TO CONTROLLER. "MINI CLIK II" RAIN SENSOR BY GLEN-HILTON PRODUCTS, RICHMOND, VA. RAIN SENSOR DETAIL (WALL MOUNT) NOT TO SCALE SERVICE EXPANSION COIL FILTER SECTION/ELEVATION REMOTE CONTROL VALVE, PRESSURE REGULATOR AND FILTER NTS on SECTION/ELEVATION FINISHED GRADE 6" ROUND VALVE BOX TORO DL2000 AUTOMATIC FLUSH VALVE (CEFCH-H) TORO DL2000 BLANK TUBING (A710) TORO DL2000 COMPRESSION ELBOW (CEL710) (TYP.) BRICK SUPPORTS PVC PIPE PEA GRAVEL SUMP (18") AUTOMATIC FLUSH VALVE NOT TO SCALE FLUSH WITH LAWN (1;, AND MULCH (3 -77T PRESSURE �- REGULATOR --PVC LATERAL SCH. 80 UNION VALVE BOX EXTENSION I1 —BRICK SUPPORTS 1 CU. F. PEA GRAVEL SUMP 0�b STATE OF WASHINGTON REGISTERED CAPE ARCHITECT - A l/ H_ BRUCE McO CERTIFICATE NO.. 50 504 / (VALID ONLY WTH SIGNATURE) Record Drawing Certification PROJECT REF • FAC{ 00-0001 tom., These plans are approved for conformance with the City These drawings conform to the Controctor's construction records. Aubum's Engineering Division requirements. By Date Title/Position Approved By Confirmed by City Date Date Approved: N F MM CD � � N W W = U W W Q O Q Q U L O O J L T_ O LL 0 0 C U � N u Y N 0 > x! 01 0, Y U' Y m o o C 0 C 0 0 0 u a .� = VI C7 U_ z� V) N gN Lij X Q O ~ Zw Z L., L� g Q N N) N N Z C� � 000Nr C)N 00 z5; Z M C0 00 w w 04 Q I 3 I Z Z uT N nn In " CDLn Z — w _ N Z N LLJ (714DO -t J Y U tom/) N ON/• Jy� s6�� Qz ♦ r W 02 0 AZ' 10 0 co ,= m N t N qqT 0 ime: 0✓;/U1/uuu lb:US Scale: 1-4U brucem Xrets L/ZbU-Lb, 06017 00 0 '`p4 ' 11 H � *t COVER SHEET 15N ST. N.E. z - +N.E. z t� * * SITE Q A PORTION OF SECTION 12, TOWNSHIP 21 N, RANGE 4 E, W.M., AUBURN, WA r m z ' n8THST. 1OTH ST- 8TH ST. N.E.10TH z,I,.f -��Ad _ ZONED C1 - z w 1: �° aT o' 0 �: Z: Z o ZONED CJ (! ZONED C1 Z r o i; I II $ 4 N{,�, _-S 00'40 59' V / * * Ji Wm 665.00' S 00'40'S9'V' , ,657 68 1 U mU1100' _----__-_FUTURE A FiEAST - - - of W_ 4TH ST; N. a -` 4059 300,01 ��� . _ _ 77r - ----- 1�1, -------- _ b N0040'59'E 621.52' - i Of 1 4TH ST. N.E. J _ _ 17- H I t�' /- - • , TEeCET NG . $. 1 i a a W ZONED ClI' 1 I _ b SO W � m I ENGINEER: m 1 - 1. y - - - q BARGHAUSEN CONSULTING ENGINEERS, INC. V A " I ? i / " 1 ac o O HAUL ROUTE MAP a a' ' i 11 f ' _ __ ' ''! o p U Q CONTACT: DANIEL K. BALMELLI, P.E. 1 11 -' 1 III i ADDRESS: 18215 72ND AVENUE SOUTH I I / I I in Q VICINITY MAP KENT, WA 98032 S I I I I I+ I ti it i' -�* J Imo, o o Q PHONE: 425 251-6222 lit _ I I i ►2 I� O tl I ' 1 1.�1 ' IfJ W SURVEYOR �� 1 I I N SURVEY DATA w 3 BARGHAUSEN CONSULTING ENGINEERS, INC. CALL BEFORE YOU DIG: CONTACT: F. MICHAEL HOTES, P.L.S. ADDRESS: 18215 72ND AVENUE SOUTH ZONED C3 VERTICAL DATUM: CITY OF AUBURN N o KENT, WA 98032 / { o \ 1-800-424-5 (7) PHONE: (425) 251-6222 Iti \ § ~ BENCHMARK: BM-26U ELEVATION = 65.89 CIA .- z° OWNER EX. STORM DRAINAG F ! II --� TOP OF BRASS CAP 0 CENTERLINE OF INTERSECTION - OF 15th ST N.E. WITH 'D' ST N.E. i DETENTION/WATER`,ZONED Cl JLO WASHINGTON ENTERPRISES, INC. CONTACT: JEFF OLIPHANT QUALI 1 1 POND i I o X0 �' BASIS OF BEARING: PLAT OF 'RPM -AUBURN' AS RECORDED IN ADDRESS: 4165 E. THOUSAND OAKS BLVD., SUITE 201 - it VOLUME 126 OF PLATS ON PAGE 84 AND 85 WESTLAKE VILLAGE, CA 91362 -- - _ - N 00.40.24' E 618 51' - -- r MIN. TOP OF POND EL-67.0 }�, f0... -.-- ....._. ......---_.........._ PHONE: (818) 865-1400 ' MAX W.S. EL.=65.5 _ - _ m- _ - _ - _ ,' - SPECIAL CONDITIONS NOTES STATIC W.S. D EL.=4 1 i i 1 I '1 N BOTTOM POND EL.=56.4 LEGAL DESCRIPTION k 1 1. DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE ZONED C3 ,o , N I FOLLOWING SCHEDULE OR EXCEPTED IN THE FIELD WHEN IN THE JUDGEMENT OF THE PARCEL 'A' Tj 072105-9048 BUILDING OFFICIAL SUCH SCHEDULE IS NOT WARRANTED: ZONED C1 Lots 1, 2, 3 and 4 of City of Auburn Short Plat No. SP-30-79, Recorded under King County Recording No. 8001310747, Being a Portion of The SW 1/4 of Section 7, T 21 N, R 5 E, W.M. W FROM APRIL 1 TO SL:PTEMBER 30, ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED EXCEPT The Northerly 5.80 feet of the Easterly 150.00 feet of said Lot 1. Situate in the City of Auburn, AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE y - County of King, State of Washington. - - - - - - - - - - - - - - - - rQ STABILIZED WITHIN 10 DAYS. f ' m U FROM OCTOBER 1 TO MARCH 31, ALL EXPOSED SOILS AT FINAL GRADE SHALL BE 1 - -- O N STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES. EXPOSED SOILS �_ S 01.131E W 43570' - WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN j , _ _ t_ _ - I SITE DATA W UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 r-------- : S 01.13'18' V 228.02 y \ LbR8 OF WOW Q T SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN SEVEN DAYS SHALL BE j 8 f j j 1 1. t : W L0 STABILIZED IMMEDIATELY. J 11 J! r---� ZONE: Cl Q ... I I �� 1 1 , e I �� LJ �__-_.-_ r`'r� 1 1 1 H� ti it O 00 J o O 0 _J 2. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, As NECESSARY, TO REDUCE ZONED C1 > I 4 R I SITE ADDRESS: 00 DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL J 1 1 m t�eee� W r ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MUD DEPOSITED L S.E. CORNER OF 'A' STREET N.E. V Z 00 a I m ' AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. THESE ACTIONS WILL BE GOVERNED � I AND 14TH STREET N.E. IN AUBURN WASHINGTON Z o„ AND DIRECTED BY THE BUILDING OFFICIAL. L 1 ' CO rs - - ` -. - � _._ e ---- _.. 00 INDEX OF SHEETS:CO 3. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON SITE -� - ____________________--____ - a _ _ Q CONDITION. THIS ACTION WILL BE GOVERNED AND DIRECTED BY THE CITY OFFICIAL. ZONED C3 • 1' S 00.40 24 W T1 OF 4 COVER SHEET 'y+ g�t`` i,. I 1 yl ._..-_. 60927 v O W 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 48 HOURS IN ADVANCE OF THE TIME r ! 6Ii5 k s __ __ =_y c TZ OF 4 ROUGH GRADING, SURCHARGE, AND TEMPORARY WORK WILL BE PERFORMED ON SATURDAYS, SUNDAYS, HOLIDAYS, OR OTHER THAN ,j TONED C1 ATION CONTROL PLAN NORMAL WORKING HOURS. °a, L7 �7 1Ytifl 1f1E � - � r 1 _ -_ -- - EROSION/SEDIMENT , - - T3 OF 4 CROSS SECTIONS LL 5. ALL DENUDED AREAS OF THE ENTIRE SITE SHALL BE HYDROSEEDED AND MULCHED i' / ZONED M1 ZONED C3 T4 OF 4 DETAILS AND NOTES IMMEDIATELY, AS DIRECTED BY THE CITY IN ACCORDANCE WITH THE FOLLOWING CRITERIA: �, 1 LO A FOR SLOPES WITH A STEEPNESS LESS THAN OR EQUAL TO ONE UNIT VERTICAL TO ONE o o a UNIT HORIZONTAL (1/1) PROVIDE HYDROSEEDING AND STRAW MULCHING IN THE SPECIAL NOTES: O ,n C .II u z MINIMUM AMOUNT OF 2 TONS PER ACRE (APPROXIMATELY 2 INCHES THICK). (REFER =0 - > TO CONSTRUCTION SEQUENCE FOR PERIMETER BERM ESTABILIZATION CRITERIA). 1. FOR FILL MATERIAL AND PRELOAD SPECIFICATIONS REFER TO CLASS 'B' FILL REFERENCED IN THE GEOTECHNICAL REPORT DATED 9/7/99 BY ZIPPER ZEMAN 01 B. FOR SLOPES WITH A STEEPNESS BETWEEN ONE UNIT VERTICAL TO ONE UNIT ASSOCIATES, INC. Y m \ w o 0 HORIZONTAL (1/1) AND TWO UNITS VERTICAL TO ONE UNIT HORIZONTAL (2/1) PROVIDE I n HYDROSEEDING AND INSTALL AND PIN WOVEN STRAW BLANKETS PER THE 2. CONTRACTOR TO CONTACT GEOTECHNICAL ENGINEER 48 HOURS PRIOR TO ANY FILL s o m MANUFACTURER RECOMMENDATIONS. ACTIVITY FOR INSPECTION OF THE PROPOSED FILL MATERIAL. 3 o 0 0 FOR SLOPES WITH A STEEPNESS EXCEEDING TWO UNITS VERTICAL TO ONE UNIT 3. SETTLEMENT PLATES WILL BE MANUFACTURED AND INSTALLED BY THE GEOTECHNICAL HORIZONTAL (2/1) DO NOT HYDROSEED, BUT INSTALL CLEAR PLASTIC SHEETING WHICH CONSTRUCTION SEQUENCE/PHASING SCHEDULE GENERAL PLAN NOTES: ENGINEER PRIOR TO ANY FILL ACTIVITY. ANY SETTLEMENT PLATES DESTROYED DURING SHALL HAVE A MINIMUM THICKNESS OF 6 MIL AND MEET THE REQUIREMENTS OF CONSTRUCTION ACTIVITIES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. WSDOT/APWA SECTION 9-14.5. 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S 1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF AUBURN OFFICIALS. • REQUIREMENTS AND SPECIFICATIONS. 4. IF SEDIMENTATION POND ACCUMULATES OS' OF STORAGE ' • C. THE PLASTIC COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY 2. FLAG ALL CLEARING AND GRADING LIMITS FOR PROJECT AS SHOWN ON THE PLANS. CONTRACTOR TO REMOVE SEDIMENT FROM POND. USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10-FOOT GRID SPACING IN 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF w ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN THE FULL LENGTH 3. CONStUCT TEMPORARY CONSTRUCTION ENTRANCE. THE 'WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD z OF THE SHEETING WITH 1 FOOT MINIMUM OVERLAP OF ALL SEAMS. SEAMS SHOULD 4. INSTALL TEMPORARY FILTER FABRIC FENCE AS SHOWN ON PLANS. SPECIFICATONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION,' 1998 OR LATEST EARTHWORK OUANTITIES: Z THEN BE ROLLED AND EITHER STAKED OR TIED. (D Oz LIJ EDITION EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD N N UTLfTY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTAT10N 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. 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. CONSTRUCT ADDITIONAL TEMPORARY SEDIMENTATION CONTROL POND AND OUTLET CONTROL STRUCTURE 9. CLEAR AND GRADE SITE AMEND E.S.C. FACILITIES AS REQUIRED. 10. 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. 11. 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. 12. 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. 13. CONTINUOUS MAINTENANCE AND UPGRADE OF T.E.S.C. MEASURES INCLUDING DUST CONTROL SHALL BE PROVIDED AFTER FILL OPERATIONS COMPLETED. 14. STABIUZE/HYDROSEED EXPOSED AREAS. 15. CLEAN STORM DRAINAGE SYSTEM. EXCAVATE ALL ACCUMULATED SILT FROM DETENTION POND. 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 do SEDIMENTATION CONTROL FACILITIES TO BE REMOVED ONLY UPON FINAL SITE STABILIZATION 3 APPROVAL FROM CITY OFFICIAL. 17. COMPLETE INSPECTION/PUNCHLIST. 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 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. CUT. 500 C.Y. aJ FILL: 68,000 C.Y. T.E.S.C. LEGEND Z LLJ Q w Q r> N N Z NOTE DESCRIPTION Q O N 00 N M � a0 t` 00 Z af of Z N Q I Zw FOR FILL MATERIAL AND PRELOAD CLEARING LIMITS AND PHASE LINE r� • u7 N In c� " SPECIRCATIONS REFER TO MIRAFl FILTER FABRIC FENCE ,r, N z:N N N Z > GEOTECHNICAL REPORT DATED 00 Y 6/96 BY AGRA EARTH AND TEMPORARY CONSTRUUCTION ENTRANCE tLo _-. : : fit ENVIRONMENTAL INCORPORATE FLOW ARROW THIS REPORT INTO THE PROJECT. FUTURE BUILDING PAD G>�' Sa �? J Q ' K BA< EXISTING CONTOURS .................. zu^...................._.. ,�_ z OPT pF W y F�l/ Record Drawing Certification PROJECT REF.- GRA 0028-99 N COg`Sy These drawings conform to the Contractor's construction records. These plans are approved for conformance with the City of Auburns Engineering Division requirements. ➢f-/ 36 ERA By Date O SS�JNA L FN�\ ritle/Position Approved E7v �i�iv�i.i..� 20 z N 0 EXPIRES VIII-1 Confrmed by Ctty: Date Date Approved: a ^InT M F FF c-;o 0609 0001r84 ROUGH GRADING, SURCHARGE, AND TEMPORARY EROSION /SEDIMENTATION CONTROL PLAN CALL BEFORE YOU DIG 1--424-5555 ; I I ; , TE� 9.07 r- w_...................�.,....... �'s 'x� I j rah•` # `'•••-. ='y ti'' �"2 PVC �13 1, `1. � r IC E9,ort €1r2` f v S> l n IE 2'� PVC, I*�1. =60,87—� I 1i. ; P'�fC � u ` ----- —�-------=--=— =' ------=---- — — — — — — ANQ 4�"IM -- 1 11 -........... w 4 r >, E EXISTING STORM L f y R v III f ("I<...AV _I-.. iFHf: I;EK � (:.. 1 -To,, 13E RE=K�QVED � fr " .. ._ .- III I III k x CB--.. W IE �� III I Ifl .III III 1 I TM :.^. +i Iln =..754 (12' PWE,. PJ) oaf i IEc57.05 €24" Cthu. NE TE =5,7T Cl* P1 E Ci ' � � t�` ADJUST tWNITARY SEWER ° a f Y `t �"`t RIM TO PAVEMENT GRADE �j BEET LIGHT AND � , SALVAGE''TO DAVE ROMERO OF s r CSI 206) 730-7810 FOR ►- K _ E _A STREET CONSTRUCTI01j —fW W Of t 1 i'DIT l I1 I { I 72115 1 ox c , —. —.— 1 i ► I I I I � � � - .... •x---• ..... _.. — � . .....�_.....-�-..-..: ,�, � .� EXIST. TEMP. EROSION 1 I 1 2 1 9 I +� ' - - - •�-..... r?�. AND SEDIMENTATION (PER SHEET T4) I _------.. _ _ -'�a CO BE F LLED D 1 1 g I I� { I I '- _ ....:. _— `_ .............._................ ��,s EXISTING DITCH 1 I ��►--- ---- -- I { 1 i I I E " . j lF ' ^� — ,.� I TO BE FILLED I 73' ! -� PROPOSED 73.0 Olt,, I i t -------------- 2:1 t t I I i t 1 � I { I i��� I• �r� `EXk�TING I I I E I: �� � I� I � f :1 A E' t I I 1 1 1 i' r,SURFACE FLO r I " i TO BE F LLEq I c 1 i t j (TYPICAL) PRELOAD E L-72.5 73.0 if fi fifi { { 1 I FF-68.5 rf IA-, TEMPORARY CONSTRUCTION EXIT W TIRE WASH PAN G'11.1 1 1 1 i I.lI TS OF CLEARNVG f ,. �, t f )I - ? (PER SHEET T4) NOTE: CONTRACTOR TO MAINTAIN TIRE ``�'�..�...`...� II �' : 0 �° � �I WASH PAN ON A DAILY BASIS. \ I ITC • F !I e i f i ; • n t \ is .)'• � ` I I t. ,"fig / t _'9'?P ,.}'� _ I • b��• ��� •s I i " - -- ` �, ''" I `fir-1:•--=f.°'x r,._- � > ,��, ",5�, ,\ ��` '1 •'� , -.. % I I ufi ('fi fi I .-__..,..._� - --.-_~``..._' _ �." _.__� ^ i LThS�;= Jr...• .,, i�''C. 5'TYP. p 0 t0 r:�. I I \ Lr� 4' `'� / / I E'#3.5 Q `r`EXISTING INTERCEPTOR SETTLEMENT PLATES (TYP.) `\ ,� `•' / /i It I �I!+HFUNCE �` LIGHT I .r--"'DITCH TO BE REMOVED / I \ (PER GEOTECH PLACEMENT INSTRUCTIONS) CONSTRUCTION EXIT o 0 MIN. TOP OF POND Eli.=67.0 MAX W.S. EL.=65.5 STATIC W.S. EL.=60.4 BOTTOM POND EL.=56.4 X. CB 1 TYPE 2- STANDARD GRATE RIM=66.0 IE=60.59---{IN-,-G (PER CITY OF AUBURN STD. DETAIL DEV-4 AND DETAIL SHEET T4) TEMPORARY EROSION/SEC CONTROL SEDIMENT TR BOTTOM EL=60.5 TOP OF SEDIMENT EL=62.0 MIN. TOP POND EL=66.0 A_ Q3 off`. e' EX, CHAIN LINK FENCE ENTATION ( 7t1 F MP. SD IE=62.0 W I I -- -- - -- -- ER SHEET T ) P 4 00 0 i • 48a RIP RAP PA �.� 2:1 - �'z r•' �t T 72.0 0 0 I 1 1 1T �� t x��To XISTING S LINE pAFFLESIL000t BE I 2: 171, r--------------- po po O �, • 3:1 Ir r.r' �'�c2:1 I EXISTING ASPHALT 1._, 'PIM=64,90 <' ff `' '--EX PAVEMENT TO BE E.= ,`+ I611 try ci2' CMP 5 „' � �v fi Ij I I yL� IE=61.6 W REMOVED i [ 2:1 L MHT A EXISTING CH BASIN 62.0`\� TO BE REM VED tl ~' 63.0 63.1j ....� —.. ..I f 1 s I II i •... s-_..._. ...r ......._,.........._-,-..�...-...._ - . ...._°3.y. ... ...— y—...✓ i j--' ---....-..-..------------ v c; 0° c Yo LIMITS OF CLEARING " v aEXISTINGLIGHT 64.6 3:Ex TO BE REMOVED z o > Qf , Cn Nocn L = TEMPOA*it DrtcH TEMPORARY VDffCH DAMS W/ROCK CHECK DAMS EXISTING FENCE W/ROCK (R CI AUBURN BE REMOVED PRTAU9URN _....... _..:... W= m° 9�m .....SDCITY W O WFACE FLOW 1 s 1iWAL) co EXISTING STORM e > ? .? >. T°0 BE REMOVED CH C� > I EXISTING GRAVEL ROAD 0) ° a v - .. I TO BE REMOVED TEMPORARY "V" DITCH T01 BE FILDLIEDH o a a D L'. CHAIN FEN i I W/ROCK CHECK DAMS w LINK FENCE ! I i j4 s I I (PER CITY OF AUBURN _X,CYAIN e I I EXISTING INTERCEPTOR STD. DETAIL DEV-9) T LINK FENCE o DITCH TO REMAIN' (PER CITY OF AUBURN 1 i STD. DETAIL DEV-6) o I I I EXISTING FENCE V) 2 C 5 U 0 TO BE REMOVED z w 0 f I I I 'I�� EXISTING CATCH B SIN in O' � • �, r :s ,,y � `fir °` ' ... _-W. TO BE REMOVED / w a fZ Ljj 1�fi . � I I Ek N 00 � Z . I =6!5,4 iCMN Cad 72 YAPS 00 zLIGHT �k LIMITS OF CLEARING W c_ 7 _ \ i ;EXSTM Wi 6 7' r WILDING N N z Z E LINK VICE 0 \ ------ - v 0 i / E, a / 3 EX.... EX, �, P- y S�. u` FGviEPI Yr?2T3` 4k ° 4lAUL? o _llvr. y n Lj LLJ LIT r.Mai r, Ex. -Ex, HYDRANT 4', � � l I i aNX WA TR GN4+X4, 1 i) \ ''l z ElTit A E cNr�ETE PAD `� .- PROJECT REF.' �r N5 0 1 z pF '� A Record Drawing Certification GRA 0028-99%3/�1' .�~ w 1 I 1 r---------- i FINYy ErIrE t..., ` i I f� l{ I 0 C CN4 X, CHAIN- O BUILDI—.1 I i ( I I "' These plans are approved for conformance with the City of i These drawings conform to the Contractors construction records. ' Auburn s Engineering Division requirements. o ---� �I 256572 '� �� g Date g g q 4 f 4 �; ��J I S T E�� �`t `�� BY c o L--J-1 I � �- ��te/Position Approved OHA L TiBy: 04ek� Date Date 'ba oEXISIPG EXPIRES 9 23 01 Confirmed by City. pp BUILDING Lz z PF oao Q 6 q 00 o 1s74K ROUGH GRADING, SURCHARGE, AND TEMPORARY EROSION/SEDIMENTATION SECTIONS .......................... _.... _ _ _ ........ PROPOSEDBLH ING....... . ...._... ....... ..................................... .... ........... .... ........ . ...... _ ..... . :PRELOAD EL--73 0 72 _ _ . z 72 PROPOSED GRADE 0..... 0. :.. . SECTION O BUILDING FF_68.5— _ a Q... 68 - — _ .� .. a .... _. 6 8 SILT FENCE 3 N \ ro SLO YARI S 647N .: 4 APPROX.: EX. GROUND SURFACE ® SECTION 60 ..... _ ..... 6 ' APPROXIMATE SEASONAL HIGH " GROUNDWATER ELEVATIDN=59.5t SECTION B-B . . . . SCALE: . 1=40' HORIZONTAL ........... ......... ._......._. 1 =4VERTICAL .._._... ._..... ....................... ._ ............ ....._._ _._.. ._..... ........... .... -...____ ..._.... _.._... .......... .......... ...._..._. ......._ ........... ._..__.. ....... ............ K• Record Drawing Certification REF. GRA 0028-99 0 :o AM z U Q z O F- Q O H W UOwo� ri�p vz/� cc L Li. r z � m < a- W 2 ~ W P D I.L. O T 0 U N Z N W Cl) 0 � m U o ui z co T Waal, O 5 Go zW Go z< SO co _ � J fn O OW u Li O CO � V lit !+ II Y III rn m `o > S N 0)o wi of O O U Q O = N bi 0 U F 0 Z j Z W O cn 5N — w J as - x Q o� zW Z W - — QPO N N N Z � - O N 00 z — - 0 0) co 00 Z NUJ Q I I z �' LO w 07 L N 00 Z LJ N N J(if Ir U can _ II These drawings conform to the Contractor's construction records. These plans are approved for conformance with the City of Auburn s Engineering Division requirements. 25672 O �% �rS L �tlelPosition Dote I ONA LI EN�� Approved By:-/�w•�w ��(�P i N o o EXPIRES 9 23 01 Confirmed by Clty: Dote Dote Approved: -IC03 S I o ^ N LL PFCKIo ROUGH GRADING, SURCHARGE, AND TEMPORARY EROSION/SEDIMENTATION DETAILS AND NOTES DUST CONTROL 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. 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. HYDROSEED MIX SPECIFICATION: MOISTURE SPECIES COMMON NAME PERCENT CONDITION BY WEIGHT VERY MOIST AGROSOTIS TENUIS COLONIAL BENTGRASS 50 FESTUCA RUBA RED FESCUE 10 ALOPOCURIS PRATENSIS MEADOW FOXTAIL 40 MOIST FESTUCA ARUNDINACEA MEADOW FESCUE 70 AGROSOTIS TENUIS COLONIAL BENTGRASS 15 ALOPECURUS PRATENSIS MEADOW FOXTAIL 10 TRIFOLUIM HYBRIDUM WHITE CLOVER 5 MOIST -DRY AGROSOTIS TENUIS COLONIAL BENTGRASS 10 FESTUCA RUBA RED FESCUE 40 LOLIUM MULTIFLORUM ANNUAL RYEGRASS 40 TRIFOLIUM REPENS WHITE CLOVER 10 APPLICATION RATE: HYDROSEED ® 60 LBS./ACRE TOP POND EL = 66.0 48' MIN. CMP STANDPIPE OPEN TOP, CLOSED BOTTOM ENCASED IN CONCRETE EL=65.5 DISTANCE GREATER THAN MIN. HEAD TO EL=65.0 PASS DESIGN STORM (0.50') ° ° ° 1 1/2' WASHED ROCK GRAVEL CONE 0 0 0 SILT WATER TIGHT SEAL 12' TEMP. SO 0 C 0 IE=62.0 12"x12"x12" PVC TEE W/ RUBBER GASKET JOINTS 1' DL4. TYP., 40 HOLES MIN. O 10' D.C. PERFORATIONS SHALL BE LOCATED WITHIN THE UMITS OF THE GRAVEL CONE 6' CONC. BASE COMPACTED GRAVEL BASE 1� RIPRAP LINED SPILLWAY 6' MIN. ABOVE STANDPIPE OPEN TOP. POND BOTTOM 1. A MULTI A U EL=60.5 2. A MULTIPLE PHASE POND SEPARATED BY PERVIOUS GRAVEL WINDOW MAY BE REQUIRED TO CONTROL AND TRAP SEDIMENT, AND TO REDUCE DISCHARGE ENERGY. 3. POND CHARACTERISTICS SUCH AS DESIGN VOLUME, INFLOW, OUTFLOW, MAX HEAD SHALL BE SHOWN ON PLANS. 4. THE OUTLET PIPE SHALL BE A MIN. OF 12' IN DIAMETER AND OVERSIZED ONLY WHEN APPROVED. 5. THE SEASONAL HIGH GROUND WATER ELEVATION IS APPROXIMATELY 59.5. TEMPORARY OUTLET CONTROL STRUCTURE NOT TO SCALE iO W OPE HECK AM PACING o� 5% > 10% 50' 3' SWALE - FLOWLINE 3' ROCK CHECK DAM FENCE BAFFLE 1.5' DEAD STORAGE CONSTRUCTION ENTRANCE NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING k 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 NOTES: 1. CONTRACTORS RESPONSIBILITY FOR MAINTAINING k CLEANING THE APPROACH ON A REGULAR BASIS. 2. IF DIRECTED BY THE CITY ADDITIONAL QUARRY SPALLS MUST BE ADDED. 4'-6" ROCK CONSTRUCTION EXIT NOT TO SCALE 2" COMPACTED DEPTH - CLASS 'B' A.C. PAVEMENT 4" COMPACTED DEPTH CRUSHED ROCK BASE COURSE O� �.__. .. O O -6 6 or) m C O C G Off/ CQ 12" SUBGRADE COMPACTED TO 95% TEMPORARY PAVING SECTION NOT TO SCALE FENCE ONHE TSURFACE g' MIN. 0.5' MIN. KEY ROCK INTO FILTER FABRIC MATERIAL SWALE 0.25' (MIN.) 36' WIDE ROLLS. USE 2•/ USE STAPLES OR WIRE 2"x2"x14' GA. WIRE SWALE X-SECTION AT ROCK CHECK DAM _ RINGS TO ATTACH FABRIC OR EQUIV. FABRIC TO POSTS. SILT FENCE DETAIL NOT TO SCALE 51 SUMP BEHIND ROCK CHECK DAM SHALL BE INSPECTED DAILY, AND 1.0' MIN. CLEANED WHEN COLLECTED DEBRIS EXCEEDS 1/2 OF ITS DEPTH FLOW k �� KEY ROCK INTO o SWALE MIN. 0.25' NOTE: ROCK SHALL BE 4' MINUS I QUARRY ROCK. in 0 ROCK CHECK DAM DETAILS NOT TO SCALE TEMPORARY 'V' DITCH NOT TO SCALE !6 . C F W S F Record Drawing Certification PROJECT REF.- GR4 0078-99 / - These plops are approved for conformance with the City of These drawings con/arm to the Contractor's construction records. Aubum s Engineering Division requirements. SsERE���`� 8y Dote VA L ENG Title/Position Approved t3y.• S 9/23/01 Confimred by City: Date Dote Approved: iir CC Z cr r z W ZQWQ Z = 0 Z K Z - W I:_- N W C0 � fn 0 CO It U Q Z w w o o, � u u o n m .� V o c � o O u U a Q V� 6 ONr Sam w I Z Q � ..�� z z c� w V w a 0 Nz v 0 PF�90