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HomeMy WebLinkAbout03D1740�F NE 1/4, SECTION 13, TOWNSHIP 21 N, RANGE 4E, W.M. r BASIS OF BEARING i I IVACANT LOT 1 ' PARCEL NO. 4463400136 NO'35'46"E .. 370.45' - -- --I----- I �-- r '## " FINISH _ FLOOR 73.0 ! ! + 8' SPUR TRACK OR SIDV I 1 EASEMENT REC13M127 ! r I WAREHOUSE MANUFACTURING WAREHOUSE ! I I ! 1 5.5' 13.128 SF 10.590 SF 12,260 SF5- ! r �! SEWER MAIN (J1 44' ! EASEMENT REC1257! 10' ° 30, 1 r I; 30' RQ+D = c I tl z I + a 1, I ! I INGRESS, EG& LIRTIES REC/790823064�i 1 t I Q ' INSTALL BOLLARDS INSTALL 8MARDS ! ! I I TWO TYP EACH DOOR TWO TYf EACH DOOR 1- STORY Of€ICE 2- STORY OFFKr< I ^ ,} SEE DETAIL 3/C7 SEE DETAIL 3/C7 I o 1 , r CONCRETE RETAINING 1218 S.F. CONCRETE RETAINING � 1ST FLOOR 1,632 S.F. I 2N0 FLOOR 1,632 S.F. r U ! SOUTH EXIST 1 aa°Nn WALL PER DETAIL 7/C6 WALL PER DETAIL 7/C6 8 WALKWAY HEIGHT VARIES HEKii VARIES ! PER 8/C6 TYP 4 PLACES TYP 4 PLACES a ! ( ! ! } 1 a � i , CU iq NEW 24'x24' STOP SIGN RI-i & WSDOi STO PLANG-4o COATRA ST STO DARAFF�-09 PER A •, 1 ! i.w 1 r r� ! OMEGA WAREHOUSE VACANT LOT 36 4e• i --EXG CURB PARCEL NO. 5402100185 PARCEL NO. 54021OD145 I ! ►� 1 INSTALL WHEELCHAIR I I ! i► RAW PER COA STO DTL NEW 360606 YIELD 51CN � TRAFFIC-26 RI-2 & WSOOT STO PLAN y� 9 I r 6-4 IMPROVE EXG SIGN i — r ! POST AS REQUIRED 9 r ! I ! I ! 1 r I ! SITE PLAN LEGAL DESCRIPTION .HAT PORTION OF THE SOUTH HALF OT THE NORTHEAST QUARTER OF SECTION 13, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN ,ING COUNTY, WI.SIIINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 3EGIIINING AT THE NORTHEAST CORNER OF LOT 3 CITY OF AUBURN SHORT PLAT NUMBER SP-11-79, RECORDED UNDER KING COUNTY RECORDING NUMBER 7908230645, BEING A PORTION OF LOT 10, BLOCK B, LUNN'S GARDEN TRACTS TO AUBURN, ACCORDING TO THE PLAT THEREOF RF. ORDED IN VOLUME 10 OF PLATS, PAGE 33, IN KING COUNTY, WASHINGTON; TIIEI ICE ALONG THE EAST LINE OF SAID LOT 3, SOUTH 0'35'46" WEST, 357.66 FEET, TO THE SOUTHEAST CORNER OF LOT 4 OF SAID SHORT PLAT; THEIICE ALONG THE SOUTH LINE OF SAID LOT 4, NORTH 89' 19' 13" WEST, 245.02 FEET TO THE SOUTHWEST CORNER OF SAID LOT 4; THEIICE ALONG THE WEST LINES OF SAID LOTS 4 AND 3, NORTH 0' 35' 46" EAST, 370.45 FEET TO TIIE NORTHWEST CORNER OF SAID LOT 3; THEIICE ALONG THE NORTH LINE Of SAID LOT 3, SOUTH 86' 19' 54" EAST, 245.37 FEET TO THE NORTHEAST CORNER OF SAID LOT 3 AND THE POINT OF BEGINNING. TOGETHER WITH WEST HALF OF THE FOLLOWING DESCRIBED PROPERTY: THAT PORTION OF THE SOUTH HALF OT THE NORTHEAST OL,ATZTER OF SECTION 13, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF LOT 1, BLOCK 11, MEADE'S SECOND ADDITION TO SLAUGHTER RECORDED IN VOLUME 7 OF PLATS AT PAGE 63, IN KING COUNTY, WASHINGTON; THENCE ALONG THE WEST LINE OF SAID BLOCK 11, SOUTH 0'35'46" WEST, 345.89 FEET TO THE SOUTHWEST CORNER OF SAID BLOCK 11; TIIE14CE ALONG THE WESTERLY PROJECTION OF THE SOUTH LINE OF SAID BLOCK 11, NORTH 89'23'54" WEST, 60.00 TO THE EAST LINE OF TIIE PROPERTY COMBINED BY CITY OF AUBURN LOT LINE ADJUSTMENT NUMBER LLA 02-0013, RECORDED UNDER KING COUNTY RECORDING NUMBER 20020508002328, BEING A PORTION OF LOT 10, BLOCK B, LUNN'S GARDEN TRACTS TO AUBURN, ACCORDING TO TIIE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 33, IN KING COUNTY, WASHINGTON; 1HENCE ALONG 111E EAST LINE OF SAID LOT 10, NORTH 0'35'46" EAST, 349.10 FEET, TO THE NORTHEAST CORNER OF SAID LOT 10; THEIICE ALONG 111E EASTERLY PROJECTION OF THE NORTH LINE OF SAID LOT 10, SOUTH 86'19'54" EAST, 60.09 FEET TO THE POINT OF UEGINNING. SITUATE IN 111E CITY OF AUBURN, COUNTY OF KING, STATE Of WASHINGTON o�A NO'35'46"E ASSUMED BEARING BETWEEN MONUMENT AT INTERSECTION OF D STREET NW AND WEST MAIN STREET, AND MONUMENT AT INTERSECTION OF D STREET NW AND 2ND STREET NW GENERAL NOTES 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S PROJECT SPECIFICATIONS MANUAL, AND THE CITY'S STANDARD CONSTRUCTION DETAILS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253- 931-3010 TO SCHEDULE A MEETING. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. 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). 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. PRIOR TO THE START Of WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. 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. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. SITE DATA ZONING M- 2 OCCUPANCY S-1, F1, B CONSTRUCTION III N SPRINKLERED LOT SIZE 90,495 SO. FT. BUILDING AREA 38,849 SO. FT. 1st. FLOOR 2,878 SO. FT. 2s,. FLOOR BASIC BUILDING AREA 12,000 SO. FT. SE: BACK (60-20)xt-1/4=50% ALLOWABLE BUILDING AREA = 12,000x1.500=54,000 Sf > 38-849 SF SET BACKS NORTH = 60' SOUTH = 10' EAST = 115' WEST = 0' REQUIRED PARKING : MANUF•=10,590/1000 =10.59 WAREHOUSE=25,388/2000 =12.69 OFFICE=4,482/300 =14.94 TOTAL = 38.22 REQ'D PARKING -Is FULL SIZE =39 HANDICAP _3 COMPACT =18 (30%) TOTAL =60 OWNER ENGINEER TROY THOMAS RUPERT ENGINEERING, INC. 61 30TH ST. NW DAVE DORMIER AUBURN , WA 98001 1519 WEST VALLEY HWY, N. SUITE 101 (253) 735-1308 AUBURN, WA. 98001 (253) 833-7776 SITE DATA ZONING: M2: HEAVEY INDUSTRIAL LOT SIZE: 89,200 SF = 2.05 ACRES GEOTECHNICAL REPORT REPORT NO. 83-5215-01 DATED MARCH 12th, 1984 BY CONVERSE CONSULTANTS. REPORT SHALL BE KEPT AT THE JOBSITE AT ALL TIMES AND SHALL BE CONSIDERED A PART OF THESE DRAWINGS. FOLLOW ALL EARTHWORK RECOMMENDATIONS PROVIDED BY THE REPORT. LEGEND VERTICAL DATUM DESCRIPTION CITY OF AUBURN SURVEY BENCHMARKS STORM SEWER BMI 12E; MONUMENT AT THE CENTERLINE OF 1ST STREET SW SANITARY SEWER AND A STREET SW. ELEVATION = 79.97 NGVD 29 WATER TO MATCH AUBURNS NEW 2002 NAVE) 88 BENCHMARK 3.52 FEET SHOULD BE ADDED TO ALL ELEVATIONS SHOWN ON THIS AC PAVING DRAWING SET. CONCRETE PAVING PARCEL NUMBERS LANDSCAPING SPOT ELEVATIONS 446340-0138 SHEET INDEX C1 COVER SHEET & SITE PLAN C2 GENERAL NOTES C3 TESC PLAN C4 GRADING AND PAVING PLAN C5 UTILITY PLAN C6 SECTION & DETAILS C7 DETAILS & SECTIONS L1 LANDSCAPE PLAN L2 IRRIGATION PLAN Al FLOOR PLAN A2 ELEVATIONS A3 OFFICE PLANS & DETAILS A4 SCHEDULES & DETAILS A5 GENERAL NOTES A6 GENERAL NOTES A7 ACCESSIBILITY NOTES S1 FOUNDATION PLAN S2 ROOF FRAMING PLAN S3 PRECAST PANEL ELEVATIONS S4 PRECAST PANEL ELEVATIONS S5 PRECAST PANEL ELEVATIONS S6 STRUCTURAL DETAILS S7 FOUNDATION, 2ND FLOOR FRAMING & CEILING FRAMING S8 STRUCTURAL DETAILS S9 STRUCTURAL DETAILS S10 PANEL DETAILS Sll STAIR DETAILS S12 STRUCTURAL NOTES S13 STRUCTURAL NOTES CONSTRUCTION SEQUENCE 1. SUBMIT A HAUL ROUTE TO THE CITY OF AUBURN FOR EARTHWORK ACTIVITIES. 2. SCHEDULE AND ATTEND A PRE -CONSTRUCTION MEETING WITH THE CITY OF AUBURN OFFICIALS. 3. ESTABLISH "CLEARING AND GRADING LIMITS" FOR THE SITE. 4. CONSTRUCT GRAVEL CONSTRUCTION, ENTRANCE, SEDIMENT POND, AND FILTER FABRIC FENCE AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY THE CITY OF AUBURN. 5, DEMOLISH ALL EXISTING STRUCTURES, PAVING, WATER LINES, SEWER LINES, AS NOTED ON THE PLAN. 6. ",-G►N FILL AND GRADING OPERATIONS. PER THE GEOTEC14NICAL REPORT. JE CONTRACTOR SHALL ENSURE THAT NO SILT -LADEN RUNOFF DISCHARGES 0 THE ADJACENT PROPERTIES. 7. REVEGETATE ALL SLOPES AND DISTURBED AREAS AS SPECIFIED BY THE "REQUIREMENTS FOR EXPOSED SOIL STABILIZATION". UTILITY CONFLICT NOTE: 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 THE HORIZONTAL AND VERTICAL. LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL 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 NGT GUARANTEED AND ARE SUBJECT TO VARIATION, IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCT ION. CONTOURS VICINITY MAP NORTH NIs N1Ew S W 50 STORM MANHOLE STORM CATCHBASIN ■ SANITARY SEWER MANHOLE WATER VALVE ►. FIRE HYDRANT TELEPHONE MANHOLE POWER VAULT STREET LIGHT }— UTILITY POLE FOUND CASE MON GAS METER GUY WIRE ANCHOR TELEPHONE JUNCTION BOX ROOF DRAIN POWER POLE W/1RANSFORMER UNDERGROUND POWER SIGNAL POLE ABBREVIATIONS BLC - BUILDING CORNER C - COMPACT CB - CATCH BASIN CL - CLASS CO - CLEAN OUT D - STORM DRAIN DDCV - DOUBLE DETECTOR CHECK VALVE DI - DUCTILE IRON DS - DOWNSPOUT D/W - DRIVEWAY EL - ELEVATION ESMT - EASEMENT EXG - EXISTING FD - FOUNDATION DRAIN FDC - FIRE DEPT. CONNECTION FF - FINISH FLOOR FH - FIRE HYDRANT FL - FLANGE JOINT HC - HANDICAP IE - INVERT ELEVATION LF - LINEAR FEET LS - LANDSCAPING RECORD DRAWING CERTIFICATION THESE DRAWS COWORM TO THE CONTRACTOR'S CONSTRUCIM RECORDS. BY: ME: TITLE/POSITION: )PILO T EC Y &-t< OpArR" CONFIRMED BY CITY: DATE: J Z EXISTING EX. 12" S EX. 8" "SEWER' 00 CV I o r1) a, j to N � rZ a. z . o ► c n a so ,` v) cv m < w U r W � W c/1 N C 1 rn M V-) CD M tD CV MH - MANHOLE MJ - MECHANICAL JOINT OH - OVERHEAD PL - PROPERTY LINE R - RADIUS RW - RIGHT-OF-WAY SS - SANITARY SEWER SO FT - SQUARE FEET S/W - SIDEWALK TC - TOP OF CURB TP - TEST PIT UIIO - U14LESS NOTED OTHERWISE S - SOUTH W - WEST E - EAST N - I IORTH NW - NORTHWEST SW - SOUTHWEST NE - NORTHEAST SE - SOUTHEAST W M W M � N (� O a E tY ESoo co � Z W a Z W a Z M a ;Uj m�c>o fn V) o N a CD U f CJ J CIv1 Q �o E. DOS, PROJECT REF: FAC0 -0002 THESE PLANS ARE "APPROVED" FOR CONFORM4ANCE WITH THE CITY OF AUBURN ENGINEERING DI SION'S REQUIREMENTS Appro oed BY:, O4,4 Date Appro _ ii 1 DATE DRAWN CHECKED s- f 01/09/02 MC D.E.D '1017 SHEET NO. c 1 S:\01\01017\CI.!L-REV-6\CI-017.dwg I Drafter Name: M. CORDICE I Plot Date: AUG 06 2003 08:28:49 ! Lail Mrxilfied Dote: AUG 06 2003 08:28:38 I Submittal: REVISION 6 + • • : • w►. I- 12"CONC IE=63.90(N) 12"CONC IE=63.40(S) 24"CONC IE=59.70(E) EXG 4" WATER 24"CONC IE=59.75(W) PER CM NI BASE MAP R1 VERIFY SIZE G+ W 6" WATER ELEVATION - BASED 014 COA 67 DRAWING C6 PROJECT #PR580 CONTRACTOR TO VERIFY ELEVATION PRIOR TO START OF WORK 65 EXG SIDEWALK EXG GRAVEL SLOPE VARIES �_ MATCH GRAVEL U o GRADE TO NEW ° PVMT. EDGE L(SEEPLAIT w Q J PROFILE FOR VARIATION) 1 %� ° r f. 5'-0" 1 0 0 I 5% SEE PLAN & PROFILE FOR VARIATION) r - 1-iII _I�ht 111=1i I`-: ill ►►k-II► III 1I�Iil=ii=llf-! 1- �=III-III.III- ��< 2" CL. "B" ACP 2" CL. "E" ACP 6" GRAVEL BASE 15'-0" A "D" STREET PRIVATE ROAD C2 1"=5' o Z PLAN & PROFILE D ST. 1' = 20' HORIZ 1" = 2' VERT 3 CLASS A (3/4") - AIR -ENTRAINED PORTLAND CEMENT CONC WITH COMPRESSIVE STRENGTH OF 3000 PSI WITHIN 4 DAYS. MATCH DEPTH OF EXISTING CONCRETE PAVING. STEEL REINF (SEE TABLE BELOW) MATCH EXIST ASPHALT THK W/ CLASS B ASPHALT CONC PAVING (MIN. 4" THICK) RUBBER ASPHALT FILLER —� JOINT SEALANT PER TECHNICAL SPECIFICATIONS. STEEL DOWEL BAR (PER WSDOT STD SPEC.9-07.5) FOR DOWEL SIZE A dD SPACING SEE CHART BELOW, FILL WITH HILTI "HIT HY-150". EXIST CONC PAVING, DEPTH VARIES N �I 1101 EXIST ASPHALT BASE MATERIAL - 2" TOP COURSE. BACKFILL jAATERIAL 4" BASE COURSE Wffl, ^' COMPACTED TO COMPACTED TO 95% — 07-, 5% Of 11S MAX UNIT WEIGHT OF ITS MAX UMT WEIGHT - _-I=iII -_II II - __II III 2 2 6 I -� li T4I i I I I I=1 I1=l-1 I {�-I I ICI I I-1-1 11-1 I I-1 I I- N T ; CONCRETE CONTRACTION JOINTS ALONG WIDTH OF PATCH SHALL MATCH EXISTING CONCRETE JOINTS, SAWCUT GROOVE, AND FILLED WITH JOINT SEALANT. REINFORCEMENT, DOWEL SIZE AND SPACING SLAB DEPTH DOWEL TOTAL DOWEL DOWEL SPACING DRILLED SLAB DIAMETER CINCHES) ENGTH CENT TO CE) LATER REINFORCEMENT (INCHES) (INCHES) (" (NCHES (INCHESOLE ) 5-6 3/4 2'-0" 12 7/8 13 0 10" OC EW 7-8 1 2'-0" 12 1 1/8 #4 ® 12" OC EW 9-11 1 1/4 2'-0" 12 1 3/8 #4 0 10" OC EW TYPICAL PATCH f OR CONCRETE C2 "TS OR ASPHALT PAVEMENT I " LEGEND w 1$ 0 C NC. � D EXG 12" WATER NEW ASPHALT r---� \� 7 o EXG MH 43A f \ ( SDMH RIM=67.54 EXG GRAVEL H 15"CLAY IE=63.14(E) I p 18"CONC. IE=63.29(W) \ 12"PVC (NEW) IE=63.29(SE) NEW CONC. Q ---- - T�DED CURB (TYP)+ — — g.2�' "D" STREET 'DINT-- CONTROL STIR. EXG CB TYPE EXG CONC. (j 24 STORM TECH SEE DTL. 8/C7 f� �` a SC-310 CHAMBERS ..9% RIM=66.75 M 68.40 8" IE=62. (E &W) PER DTL 7/C7 o w cn "0 PVC V . SDRF 35 ® 1.77E 6 ����nn _ 0'S. \ I EXG FH jilir 7: \` I z S w EXG 12" WATER I= g J y `7' .01 —� �\ I XG 15' CLAC04 p, Ef,� N E ABANDONED ER`G5\ Y 15' CLA EXG SSMH RIM=ti$.14 ., a S REQUIRED 18" IE=61.14(S&W) U 4" IE=61.79(NE) '� EXG 12" WATT R � S 67.60 o � -EXISTING EXG E 44A CONCRETE I SDMH RIM=67.81m DEWALK 15" CLAY IE=61-I 5(S&W) '-"- Q o ---% NEW 8" 45' W D.I. HORZ BEND W/ I m CONC BLOCKING PER CITY OF AUBURN STD I (, . � NEW WATER METER LINE WATER-0 1. (TYP 4 TIMES) J TO EXG METER PER CITY OF AUBURN STD DETAIL WATER-13 (TV 3 PLACES) I Z L.L r � s ' Z � `�' J V ) ......... .... `� . PER BEADEX S�-BUILT UTILITY up 71 M it :::::::: PLANS.: 8" : LI IS TO :: a " o Q ....... BE STUBBED UT AT .. " ... W END: Of.."Q" REET .... . .... ...... ...... ... .... ... , R-O-W. VER1F LOCATIONS . . . .... AND. ELEVAT101 S. PRIOR W 7 � 69cy- REMOVE EXIST G CAP AND BLOCK PI R DIRECTION . ,���\�\ . '' OF CITY OF A BURN . CD ... . .... ... NEWMH ......... . 6786 ,- .. � .. ..... ►� c> z - - c N ...... ... 65 W PROVIDE TICAL 4 �, G 12 WATER W ' CROSSING R00 cl— DE TAIL 1 / 2 ~ /1 j 11 ...... 63 ... ..... ____ ..... •• W .: .... ... ... 45' N RZ. BEND Uj �; EXG I2x 2x8 :TEE ... 45 ' H R . BEND .... .. AND 8 . ALVE.... 1 o.... _ 61 � g VERIFY PRIOR TO o �, N r., r7 M + CONSTRUCTION N h � �. \N v CJ N N M D.I.P SECTION � SHALL BE CENTERED OVER VERTICAL CROSSING W W L/2 L/2 gi K m ED c m NEW 8" DI WATER Q L_ } Co 0 0 0 s z U v CJ V cU � UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHE i dER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION, IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. RECORD DRAWING CERTIFICATION THESE DIb RIGS COWORM TO THE COHI'RACVOWS COMR'1MIRlN RECORDS. TITLE/POSITION: CONFIRMED BY CITY: DATE: PACK W/ SAND Y(06*6 ETHA FOAM 220 a EXG. SANITARY OR STORM SEWER PIPE CITY OF AUBURN 6" CLEARANCE 1 WATER CROSSING DETAIL N.T. S. % PROJECT REF: FACO2-00002 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUNIM ENGINFERING DIVISION'S REQUIREMENTS C.P $-1 d• 0 3 Approved By , S. Date Approved: C OVA L C!!PS 12%13/20 DATE O 1 /29/02 t: RAWN MC CHECKEC D.E.D JOB NO. 01017 SHEET NO. C2 ,. S:\01\01017\CIVIL-REV-6\C2.dwg I Drafter Nome: M. CORDICE I Plot Dole: AUG 14 2003 15:32:00 1 Lost Modified Date: AUG 14 2003 15:29:06 1 Submittal: REVISION 7 0301Y10 EARTH WORK QUANTITIES & NOTES _j p � � CUT 930 CY fE� � EXISTING 70 `� FILL 2,930 CY U RAILROAD EXPORT OF UNSUITABLE SOIL: 50 CY D ' TRACK 70 / 71 68 p IMPORT OF SELECT GILL: 50 CY p � _ _ I _ N --- 374.k�` N 00'24'38"E NO'35'46"E THESE QUANTITIES ARE ESTIMATES ONLY o AND SHOULD NOT BE USED FOR BIDDING 7 o F o �> F -,k,�- F-�:_�'J Ft=I F -=T F -° �J j L= F -==, F --�- c -= -F- - _ _ �=-- F_. y� -F cn PURPOSES. Q r v IMPORTED FILL MATERIAL MUST ORIGINATE FROM '� 1OE CH i13 PLUG ABANDONED A SOURCE APPROVED BY THE CITY OF AUBURN J 00 `` Gg 71 71 PIPE END WITH BUILDING OFFICIAL. > - REMOVE EX I 12"A DER I NON -SHRINK GROUT U N I (; TREES I p DD rn LJ I o EXG FH C7 W v, N 70 I W s I Z 5 SEWER &DRAIN GRADING AND EROSION CONTROL NOTES z �- --- rE�ASEMENT REC#25985 WV Z I I o0 72 ,4, p tiI I r` 4�1 r� O, �� .{` t^Z r 01 r `mil rQ 01 O1 I�,I (n w 3 L__J L=_J L__J L__J __J L__J L__J LJ 71 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION C� Q, i I I p CONTROL FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND � 0 IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION 72 72 Z I ACTIVITIES. THESE FACILITIES SHALL BE MAINTAINED, AND UPGRADED IF J SPUR T ACK OR SIDING NECESSARY, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM _ a I '`%� DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, (n 3 3 � I � I 73 �J 9 "' p NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE 0 rn I EXG PILE (TYP I ' SYSTEM. U 3 � � 70 I �n = w O 11 � I mil,,, � 2 APPROVED SOURCES BY TE CITY. �MATERIAL IMPORTED TO THE SITE SHALL BE Q I i i r� o� r� o11 LE ,,FG SITE rC J, r` `�1 r` J1 L! I �, 6� p ()�3. THE DETENTION RETENTION IF INFILTRATION SYSTEM IS USED�LL=_J L=_J L=_`J L__J 71 L__J L__J !j SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THE Of 72 0 0 67 APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO Z m 0 0 / 0 0 0 0 0 I 6 3 MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION SILT FENCE CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING Q Q CN "' I ' STD DETAIL EROSION-02 0 0 0 +!� CB CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND I LLL,J PtR CITY OF AUBURN I ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF --� 11 i I THE PERMITTEE. ZD I o 0 o NEW PILE (TYP 0 Tt I I X MH 43 4, THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL °ERIMETER m E X IS T I N G 3 wry C, o 0 0 `' I p u RIM 66.95 (REF) CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS p USED) CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL FINAL SITE I`N, ; INV 63.1 (REF) V BUILDING 'rn a, LJ r!� o o 0 `' I ,� o �„ o I CONSTRUCTION IS COMPLETED. AFTER CITY APPROVAL, THE CONTRACTOR I I WILL BE RESPONSIBLE FOR REMOVING ALL TEMPORARY FACILITIES. �J I Z ti F`; H _t„� L•J H R, L4 !J i� / r'1 r -I r "1 5i] r� `") r "1 r "1 r - -1 r �'1 r l r. ',1 i • i '7� I C �, ry L•J ' L!J `� `� L!J L•J L = _ J L!J Ll.J �i O L! !J L! , _,J L! !J L` .. J < 4 R WILL BE i I p l 3 5 TOEREDUCEADUOST EMISSIONSASREQUIRED RESOULWATER CONSTRSITE, NECESSARY, CONSTRUCTION ACTIVITY. 0- THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS 0::� NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT z 70 �� 2 EXISTING CONSTRUCTION ACTIVITY. � \ � I � f- 72 \ 12" WATER 73 � p 3 6. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR II LINE EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES, m p EXISTING RR I I NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE I 71 \ SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: LINES TO BE f 72 FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE REMOVED IN Z, THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN I R-O-W AREA I U. 71 I 3: THIRTY DAYS SHALL BE STABILIZED WITHIN TEN DAYS. 1 70 I p FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE W CB TYPE1 RIM=68.71 72 EX SDMH RIM=68.65 Z CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. I 69 18" 0 C NC. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET Q 12 PVC CONC 56(N) 71 12"I 64.50(N) / INSTALL THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 �-- 12" CONC IE=66.31(SE) ENTRANCE PER CITY OF AUBUR�N� 8" IE 4.25(E&W) / TEMPORARY HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT /6" PVC IE-67.26(W) I \, 25 10 = I DETENTION POND WILL REMAIN UNWORKED FOR MORE THAN SEVEN DAYS SHALL BE W m 71 / STD DETAIL EROSION-01 1 10 IE= 4.85(SE) g �� 1� / p I p STABILIZED IMMEDIATELY. / " SDMH RIM=68.83 I \LINE E \, EXG SDMH RIM= 8:61 SILT FENCE / o / 8 Y TO BE ABANDONED Z �. OF AUBURN 2:1 FILL PI E WITH OUT OR REMOVED W 12"PVC IE=64.13(NW REMOVE FRAME AND GRATE AND FIRST 6 INCHES 8"IE=64.50(N) / �CD IL EROSION-02 O O O PLI �' BOTTOM POND INSTALL DIMEN I OF CONCRETE STRUCTURE. UG PIPE-�ENETRATI©NS -�- 24"CONC IE=59.63(E I O O O O O O ENTERING CATCH BASIN WITH NON -SHRINK GROUT. 8" IE=64.50(E) INSTALL GRADING/EROSION TRAP PE DETAIL 4/C6 24"CONC IE=59.58(S) FILL REMAINING STRUCTURE WITH CRUSHED--ROCK-OR ------ ELEV 64.5 �, p DISCHARGE CONTROL DL�CONNECT 8" SD O O O _-- " IE=64.50}� I p _! \ O O O O O O 69 STRUCTURE. PER DTL. 5/C7 � FROM`EXtSTIt� CB. � O O O � 0 FlLL LINE WITH R0 O O TEMPORARY I " EXG MH 34A L 71 _ - - OR REMOVE. PATCH 7O� DRAINAGE SWALE N TEMP. U XG CONC SIDEWALK I W/GONG O U O ' ` 15MCLAIYM IE=663.14(E) �-�--� RELOCATE EXISTING O O O O O O I 1$" CONC. IE=63.29(W) Uj W [� L 70 ' TELEBOX MAIL BOX STAND O O O O O �'�' --^�`� �� EXG p SDMH RIM=67.63 ~- --F - f` �.__ _ O O O __ F- _F--- I----L--E E---E2321�0-- _F -E- -- C - -- 8 • - - - - _ �p 4&=W ` O - (� SO'35 46"�W EXG 12"� ONC 3 12"CONC IE=63.93(S) W 18" CLAY IE=63.23 W v • :'• rs. EXG 8" O CLAY gg ( ) p D 6 -_D 0 D p __._p - p D REMOVE FRAME AND GRATE AND FlRST 6 INCHES N EXG FILL ABANDONED EXG FILL ABANDONED 5EACH D p 12"' IN CONCRETE STRUCTURE. PLUG PIPE PENETRATIONS 2 o S EXG 12"� CONC 12 0 CONC 24"0 CONC EXG S =69.31 'oo PIPE WITH GROUT EXG PIPE WITH GROUT 12" CTNWD ' GB ENTERING MANHOLE WITH NON -SHRINK GROUT. FILL - f EXG 15" IE=E•.76(N&E) OR REMOVE 15"0 CLAY EXG 18"0 CLAY OR REMOVE XG FH REMAINING STRUCTURE WITH CRUSHED ROCK OF CDF. "' D D D _D 15"OCON S S S ' s s S S S r' o p W CB TYPE1 RIM=66.75 � - X SDMH RIM=68.--r$-�5 SO'35'46"WD STREET N W - - - - - - - - 0 8" IE=62.75(E&W) t2"GONG IE-63.90 N EXG 12 PVC IE=66.45 S In EXG 2" WATER LINE TO FILL ABANDONED REMOVE TREES 12"0 PVC INSTALL SED NITRAP BE ABANDONED IN PLACE �' PIPE W/GROUT 68 do GUARD RAIL , XG 15" CLAY SSMH RIM=68.14 z z 12"CONC IE=63.40 S EXG I PE" D69 4 C6 OR REMOVE g 48 IEE661.1 (S W) DUST CONTROL NOTES: o Q 24"GONG IE=59.70 E� 12 0 CONC D D D D D D D- D D D D D D D D D V O 1. CONTRACTOR SHALL MINIMIZE THE PEROD OF SOIL ESPOSURE N 24"GONG IE=59.75 W) 0 GV / " p THROUGH USE OF TEMPORARY GROUND COVER AND OTHER Z ` C XG 2" W EXG 15"0 CLAY I o s sL, Ls _ v _W_.__..._.._-. ,� _ cy- w.. w w._ __..._ _. SDMH = D Z SUCH AS SEEDING AN N r _ ._ ___.. _ w IZI15 CLAY = (&) MULCHING, NG, AND STABILIZATION B ANKETS. � 0� .,. f w �, w PP w w w w w Y IE 63 5 S W e S ty4 ' -,• = 7 S035,46"�:' WV •► EXG . EXG � � REMOVE PP EXISTING 3 INTERIOR DS 8"OCONC SSMH RIM=69.14 `�, AS SHOWN p 6 LINE WATER I EXG CB RIM 9. 15"CONC IE=62.14 N&E CUT & ,CAP EXG ONC. EXG 8"x 2" EXISTING 15 CLAY IE 6.4 N) ( ) EXISTINGT D-D EXISTING EXG 12 LINE SID ALK TO BE I 8 CONC IE=62.44(SE) CONCRETE EXG �� �' TO BE ABANDONED RED CER 8" WATER VALVE 18" DI IE= 66, 4(E GRAVEL RE D AS SHOWN EXG CONC EXG 8" PVC W EXG 12 0 CONC SIDEWALK ROAD SIDEWALK EXG AT R-O-W LINE EXISTING EXG CB'S SSMH RIM=68 41 EXISTING 4" WATER LINE Lx_ 12 OCONC EXG 18"0 D.I. EXG SSMH RIM=68.87 2" WATER XG 12 18" CLAY IE=61.31(N) LINE ' p 8"PVC IE=62.67(NW&S) 8"0 15" CLAY IE=61.31(S) EXG 15"O CONC. EXISTING Block 11 Q 8" "E=61.86(E) L- p W • • Meades 2nd Addition FILL ABANDONED 0 "^' M BUILDING PIPE WITH GROUT o OR REMOVE O EXG CB TYPE1 RIM=68.53 CO W CC) 12"CONC IE=64.53(NW) o Z 2. DURING CONSTRUCTION AND DRY WEATHER, SPRINKLE THE SITE WITH WATER UNTIL ¢ a ' SURFACE AREA IS WET, REPEAT THE PROCESS AS NEEDED DURING THE DAY,LZ o o� 3. ALL TRUCK TRAFFIC MUST USE CONSTRUCTION ENTRANCE AS SHOWN ON THE T.E.S.C. PLANS TO PREVENT CARRYING MUD INTO STREET. 4. DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC STREETS ADJACENT TO PROJECT WHICH WILL BE USED BY CONSTRUCTION TRAFFIC SHALL BE KEPT N N CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION. E• D® �� pF tLS NOTE THIS PROJECT WAS SUBMITTED TO THE CITY OF AUBURN PRIOR TO OCTOBER 2001. s a� THEREFORE, TO MATCH AUBURN'S NEW 2002 NAVD 88 BENCHMARK, ALL VERTICAL ELEVATIONS SHOWN ON THIS DRAWING SHALL HAVE 3.52 FEET ADDED TO ALL ELEVATION SHOWN ON THIS DRAWING TO MEET NAVD 88 ELEVATIONS 1?- 13- 03 UTILITY CONFLICT NOTE: RECORD DRAWING CERTIFICATION PROJECT REF: FACO2-0002 DATE 01 /09/02 z THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE DRAWINGS CONFORM TO THE THESE PLANS ARE "APPROVED" FOR DRAWN Q TESC PLAN THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR'S CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OF AUBURN MC CHECKED D.E.D. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 ENGINEERING DIVISION'S REQUIREMENTS CP E3-3o-02 1 - 20 T AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS BY; - - DATE:-Z?-0� '/� JOB NO. 01017 OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER Approved By. ,,,�� ..�1� OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS TITLE/POSITION: op",relil ' e0V01AAeex - SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE q SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, Dote Approved: / 3 O Z SHEET NO. THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. CONFIRMED BY CITY: DATE: TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH C 3 CONSTRUCTION. S:\01\01017\CIVIL-REV2\C3-017.dwg I Drafter Nome: M, CORDICE I Plot Date: AUG 27 2002 15:14:38 1 Last Modified Date: AUG 07 2002 15:03:59 1 Submittal: REVISION 2 0300 n�lo I- -4. S:\01\01017\CIVIL-REV-6\C4--017.drrg I Drafter 14ome: M. COTRDICE I Flat Date: OCT 22 2003 15:51:28 1 Lost Modified Bate, OC1 22 2003 15:50:59 1 Submittal: AS BAT SET r7oft 1� EXISTING BUILDING Lcl 1 I I I I INSTALL 130 LF I 6' ASTM D3034 I SANITARY SEWER PIPE 0 1.0% PER CITY OF AUBURN STD DETAIL SEWER-02 EXG H (TYP 2 TIMES) EXG SDMII RIM=68.83 NEW ELEV. RIM=68.88 12"PVC IE=64.13(NW) 15" It_=61.76(N&E) 24"GONG IE=59.63(E) 6" PVC F-63.00(W) NEW 2•►"COP" IE=59.58(S) EXG CB TYPE1 RIM=68.71 8-PVC IE=66.56(N) 12"CONC fE=66.31(SE) 10.5' 6"PVC IE=67.26(W) -� / I we I V) i W7 NO'35' 46"E 370.45' 0 o i FINISH FLOOR 73.0 N o I 8" FIRE C SPRINKLER MF9 RISER W/DCCV 8" 45' BEND C (WX W) C7 BLOCK WATE • FAIN PER 8" FDC o OF AUBURN D W10 S S S S rimn. S DTL WAIF.-1BEND (MJxMJ) WATER MAIN Y OF AUBURN STD o INSTALL 8" DIP FRE DEPT. 1" W .� A - �- U ►- -D - -- n _a 8" 22.5' BEND (ICI) BLOC PER CITY AUBURN STD UL LISTED FIRE DEAs CONNECTO AND LISTED BREAK AY 1" POLY 12"GONG IE=64.53(NW) IlIM=6S.45 I `n I 12"CONC IE=66,45(S) 8"` �) I EXG SDMH RIM=68.95 3 ' 3 ' 12"CONC IE=63.90(N) INSTALL WHEELCHAIR RAMP PER COA STD DTL 12"CONC IE=63.40(S) 15"OCONC TRAFFIC-26 3 aLO 24"CONC IE=59.70(E' EXG 4" WATER ` N � M 24"CONC IE=59.75(4 PER COA _ EXG SSMH RIM-68.87 N M BASE MAP VERIFY SIZE o 8"PVC IE=62.67( NW&S)00 rn Block 11 z I z i z r- Meades 2nd A(,3:tion I EXISTING BUILDING SEE SrIEET C2 FOR DETAILS OF "D° STREET R-O-W IMPROVEMENTS AND 8" CITY WATER MAIN INSTALLATION REQUIREMENTS, UTILITY PLAN �� UTILITY CONFLICT NOTE: HE CONTRACTOI, 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 THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLnNG ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WiiETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTII_IT►ES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCL ". THE CONTRACTOR SHALL CONSULT RUPERT ENGK[i-;NG, INC. EXG FH PM INMTOR FVXENT WEDGE GATE VALVE BLOCK WATER MAIN PER CITY STD DTL WWTT -0i INSTAL. 12"x12%8" TAPPIh00 SLEEVE W/ 8" (MJxFL)RES1LIE T WEB VALVE" BOX. (CITY OF. AUBURN REOL--STED CONNECTION TYPE, ,OT 1. PRIOR TO STARTING OF CONSTRUCTION THE CONTRACTOR SHALL CALL 1-800-424-5555 FOR UTILITY LOCXTIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE, AND CAFE). 2. FEATURES, BOUNDARY, AND UTILITIES SHOWN ARE BASED ON SURVEY DATA AND AS -BUILT DRAWINGS. RUPERT ENGINEERING DOES NOT GUARANTEE THE ACCURACY OR COMPLETENESS OF INFORMATION SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL LOCATIONS, SIZES, ELEVATIONS, AND UTILITIES PRIOR TO START OF WORK. FIRE SPRINKLER NOTE: SPRINKLER SYSTEMS SHALL MEET THE FOLLOWING REQUIREMENTS: A. FIRE LINE TO BE SIZED BY FIRE PROTECTION ENGINEER. B. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES. C. A SEPARATE DETAILED PLAN OF THE UNDERGROUND FIRE SPRINKLER LINE SHALL BE APPROVED BY THE FIRE MARSHALL AND INSTALLED BY A WASHINGTON STATE CERTIFIED LEVEL "U" CONTRACTOR IN ACCORDANCE WITH WAC 212-80-010. A POST INDICATOR VALVE WILL BE INSTALLED ON THE SPRINKLER LINE TO ISOLATE THE SYSTEM FROM THE CITY'S WATER SYSTEM WHEN REQUIRED FOR REPAIR. 4 TURNBUCKLES /-- THREAD 6" UNDISTURBED SOIL �' -- CONCRETE TYPE 'B' BLOCKING FOR AIT VERTICAL BENDS B S D L w Y C.) z w _-n z �+ m S U)w o W w N E3 U LA_ti. bc2 Nor w ui W O UQJ �C] N N H� W w � V Lam. W W Q d C� 5 W > O Nu Cl 4" 300 ..45' 1 30 3.1 5/8" 2.0 6" 250 45' 68 4.1 5/8" 2.0 8" 250 45' 123 5.0 5/8" 2.0 12" 1 250 4V 232 6.1 3/4 2.5 1 VERTICAL BLOCKING DETAIL C5 NTS LEGEND EXG GRAVEL SURFACE HALF STREET IMPROVEMENT IITit_iTV MnQgTMr_ TAUT I NO. 1 FG 69.07 TOP UTILITY Water 6 INV. 64.12 BOTTOM UTILITY Sanitary 15 TOP 62.62 SEPARATIO DISTANCE 1.50 W2 70.00 Storm 8" 65.34 Water 8" & 1" 64,20 1.14 W3 71.60 Storm 36 65.20 Water 8 & 1 63.00 2.20 W4 72.00 Storm 48" 64.00 Water 8 & `1 63.00 1.00 W5 72.00 Storm 8 65.67 Water 8 64.67 1.00 W6 66.20 Storm 12 62.00 Water 8" 59.50 2.50 W7 67.00 Sanitary18 61.00 Water 8 59.50 1.50 W8 67.80 Storm 18" 63.00 Water 8 59.60 3.40 W9 68.70 Storm 6 66.50 Water t3 60.00 6.50 W10 68.70 Storm 6 66.50 Water 8 65.20 1.30 Si 72.70 Storm 6 69.00 Sonitor 65.96 3.04 RECORD DRAWING CERTIFICATION THESE DRAWS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY• -Ib •s: Tm.E/POSTTKN�I: JOAA '�C't &i $ F AA eM CONFIRMED BY CITY: DATE: - PROJECT REF: F402-0007 THESE PLAK ARE "APPROVED* FOR CONFO�i NTH THE CITY OF AUBURN EN G DIMSIO N'S REQUIREMENTS AWaved Brgoc� ' Data Approved:3/Q z `J Q � a Q► 3 F_ p d r' V N i W (j L =J 2 0 0 z W F_ o �co a�V1 Z Lj Z M V z LAJ .o 0 o W t5 W s N •,-� 4 GCS C'' a w W W S z z o c � G,, 0 0 � v c� _A / 31741 � oNA L/STER���� O EXPIRES 12/13/2Q03 DATE 01109%02 DRAWN me CHECKED D.E.D JOB NO. 01017 SHEET NO. 5 S:\01\01017\CIVIL-REV-6\C5-017.dwg I Drofler Name: M. CORDICE I Plot Date: OCT 22 2003 14:39:48 1 Last Modified Dote: OCT 22 2003 10:59:54 1 Submittal: AS BUILT SET PLACE TENSAR UX1400 GEOGRID OR APPROVED EQUAL, WHERE GENERAL ROCKERY NOTES: ADJACENT TO VEHICLE AREAS, 5.6' MIN, WIDTH 0 24" VERT., 1. ROCK SHALL BE SOUND AND HAVE A MINIMUM DENSITY OF PLACE ROCKERY AND FILL AT SAME TIME. 160 POUNDS PER CUBIC FOOT. ROCKS WEIGHING LESS THAN 100 POUNDS SHALL NOT BE USED. TOP OF WALL (T.O.W.) GRADING PER PLAN 2. THE LONG DIMENSION OF ALL ROCKS SHALL BE PLACED PER - PER PLAN PENDICULAR TO THE WALL. EACH ROCK SHALL BEAR ON TWO 16 FREE -DRAINING BACKFILL ROCKS IN THE TIER BELOW. (2" MAX. SIZE, 40% TO 60% GRAVEL 1 - MAX. 5% FINES;, MIN, 12" 3, HEIGHT BOTTOM SIZES TOP SIZES CHOKE COARSE OF 4" -6" s UARRY ADJACENT 4' MAX. 3-MAN ROCK 2-MAN ROCK uj QO ROCKERYLLS (700#-2000#) (200#-700#) M STABLE CUT FACE IN 8' MAX. 3,4-MAN ROCK 2,3-MAN ROCK NATIVE/FILL MATERIAL (SEE NOTE 6) (1300#-4000#) (200#-1300#) MIN. 6" DIA. SLOTTED PIPE; N Z HEIGHT MIN. 0.5% CONTINUOUS SLOPE 4. ROCKERIES 6' AND OVER IN HEIGHT REQUIRE ENGINEERING BOTTOM OF WALL ^ ►•►+. TO OUTLET; SURROUND WITH MONITORING BY SPECIAL INSPECTOR (UBC 306b), PIM LAN:•`.- %� %� :���`'��` 1" MINUS ROCK, 6" MIN. COVER OVER WHICH AT MINIMUM SHALL CONSIST OF INSPECTION AND " ,.. PIPE; 2" MIN. ROCK UNDER PIPE EVALUATION OF SUBGRADE, PLACEMENT OF BASE COURSE AND DRAINAGE, AND FINISHED ROCKERY. 5. GUARDRAIL/FENCE (IF ANY) PER PLANS 8" 6. ROCKERIES ARE EROSION -CONTROL STRUCTURES, NOT RETAINING 3'-O" 5'-6" WALLS. MATERIAL MUST BE STABLE AND FREE-STANDING MIN. IN CUT/FILL FACE. 7. COMPACT BACKFILL AT LEAST 95% OF MODIFIED PROCTOR ROCKERY MAX. DRY DENSITY (ASTM D1557-70, METHOD C OR D). C6 N.T.S. SUB -BASF COMPACTION PROCEDURE 1. EXCAVATE TO THE ELEVATION OF THE BOTTOM OF THE BASE COURSE ROCK. 2. COMPACT EXISTING SUBGRADE SOIL TO 95% MIN. 3. PROOF -ROLL THE EXISTING SOIL TO VERIFY A MINIMUM CBR OF 10. 4. ANY SOFT SPOTS ENCOUNTERED SHALL BE OVER -EXCAVATED AT LEAST 12 INCHES. FILL THE EXCAVATION WITH CLASS 'A' GRAVEL (LESS THAN 5% FINES), COMPACT THE FILL TO 95% MINIMUM. 5. PROOF -ROLL THE FILLED SOFT SPOTS TO VERIFY A MINIMUM CBR OF 10. EXTRUDED CONC. CURB GRADE 1" DOWN 1/2" 2" 1 2" FROM TOP OF 5 1 / / CURB. 2" CLASS "B" A.C. PAVING rrr-TTT�I I I -III -III-1_I r SLOPE _111=III-111 "' ROVIDE 1'-0" LEVEL �N AREA WHERE GRADE SLOPES DOWNWARD OUTSIDE a o OLF PAVING 0 oeo�� -m _- ING TOP Qs I�I 1�11-„I� 1 1�11-11�11=„I�) COUR SECOMPACTEDTO 95% PROCTOR SUBGRADE SOIL. 4" BASE COURSE SEE NOTE COMPACTED TO 95% PROCTOR 6 CURB AND 2" PAVING SECTION C6 J NTS 1 1/2" DIA. STEEL PIPE GUARDRAIL WHERE "H" EXCEEDS 30" PER UBC SECT. 509 SEE DIET. 4/C7 _ O i� 3/4" CI"AMFER PAVING PER PLAN j #4012' HORIZ. PAVING PER PLAN #4 ® 12" CONT. 12" "T" . =III- III , - GRANULAR BACKFILL I= COMPACT TO 95% 10' TYPE III L/S BUILDING SHORE: PINE FF 73 / TYP UNO 157. ' 5 5' 6" DOWNSPOUT COLLECTOR PIPE `H" "W" "T" "A" BARS "B" BARS 2-0" 2'-0" 6" #4 0 16" #4 0 16- 4'-0" 3'-0" 6" #4 0 16" #4 0 16" 6'-0" 4'-6" 6" #4 0 12" #4 0 12- 8'-0- 6'-0" 8" #5 0 12' #5 0 12" 1 1/2" -CONCRETE SHALL HAVE 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI A BARS -REINFORCING SHALL BE PER ASTM A-615, I, GRADE 60 4" PERF. PIPE W/ 12"- 3/4" WASHED ROCK, TIGHTLINE TO CB OR SWALE "B" BARS 0 ° 0 'W" 7 RETAINING WALL C6 NTS NOTE SOIL UNDER FOOTINGS SHALL HAVE MIN. BEARING CAPACITY OF 2000 PSF. NOTIFY THE ENGINEER IF OTHER CONDITIONS ARE FOUND. _ CV N rN IFAIO1AN0Ar1� r �. NEON Ii�J�1����J.� SINGLE � MULTIPL - CAST IN ® GRADE A 24" 6 CONC SLAB W/ #4 0 12" O.C. MANHOLE FRAME AND COVER EA. WAY AT CENTERLINE, AND MARKED "STORM" PER STD 4- #4 X 3'-0" DIAGONALS AT DETAIL SSFC- i (TYP.ALL) EA. ACCESS RISER CONC. COLLAR @ MANIFOLD INLET R CAST-IN-PLACE CONCRETE CURB �'/2" CHAMFER TYP. PAVING PER PLAN I-s � I - 6i- (2) #4 CONT. COMPACTED SUBGRADE -/ - CONCRETE SHALL HAVE 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI AND 5% AIR ENTRAINMENT 3 CAST I N P LAC E CURB - REINFORCING SHALL BE PER C6 NTS ASTM A-615, GRADE 60 GRADE 1" DOWN EXTRUDED CONC. CURB FROM TOP OF 1/2" 5 1/2" 1/2" CURB. 4" CLASS "B" SUB -BASE COMPACTION PROCEDURE A.C. PAVING = 11 1 .1 I 1=1 I 1=1II r 1. EXCAVATE TO THE ELEVATION OF THE BOTTOM OF THE BASE COURSE ROCK. ON ROVIDE 1'-0" LEVEL 2. COMPACT EXISTING SUBGRADE SOIL TO 95% MIN. AREA WHERE GRADE SLOPES DOWNWARD OUTSIDE 3. PROOF -ROLL THE EXISTING SOIL TO VERIFY A MINIMUM CBR OF 10. a 4 4° _ OF PAVING 4. ANY SOFT SPOTS ENCOUNTERED SHALL BE OVER -EXCAVATED AT LEAST o,00 4 a ; o�d��� $ -_ 12 INCHES. FILL THE EXCAVATION WITH CLASS 'A' GRAVEL I I -I I -I I -I I -I I I I -III -I 1- 2" LEVELING OPTED (LESS THAN 5% FINES). COMPACT THE FILL TO 95% MINIMUM. a$ TO 95% PROCTOR 5. PROOF -ROLL THE FILLED SOFT SPOTS TO VERIFY A MINIMUM CBR OF 10. SUBGRADE SOIL. 6" BASE COURSE SEE NOTE COMPACTED TO 95% PROCTOR 5 4" PAVING SECTION C6 NTS 10' MAX. 10' TYPE III L/S BIOSWALE GRASS SEEDMIX AMERICAN t- (FOR BIOSWALE SLOPES < 1.0%) SWEETGUM W RHODODENDRON N z_ 20% SHORTAWN FOXTAIL OR < J FRASER P OTINIA BURNING 20% WATER FOXTAIL o BUSH (L/2 o 66.E `n 20% WESTERN MANNAGRASS TYP UNO o SALAL 0.12, DESIGN DEPTH DURING A WO DESIGN FLOW OF 0.14CFS SALAL o 20% SLOUGH SEDGE 66.8 20% VELVET GRASS ROCKERY TYP U 0 PER DTL. 1/C 70 2 EACH SEED TYPE TO HAVE 92-95% PURITY AND 80% MINIMUM GERMINATION. - 3:1 MAX. 1' MIN. FREEBOAR APPLICATION (PER ACRE): BOTH SIDES 3:1 2-3 LB. SEED MIX 435 LB. 10-20-20 (N-P-K) FLOW DEPTH 31 NON -PHOSPHOROUS FERTILIZER 1i ! PERF DRAIN, TYP. 1500-2,000 LB. WOOD CELLULOSE FIBER MULCH , a , '�, PC'1,=11 1� 'ill FII; lief"I (TIGHTLINE TO MH E 43 & MH #3) 0.4' 4.6' MIN. 4" MIN. TOPSOIL 0'4 BIOSWALE TO BE FULLY ESTABLISHED PRIOR EROSION CONTROL BLANKET TO INTRODUCTION OF STORMWATER RUNOFF. 5.4' MIN. (JUTE NETTING OR APPROVED EQUAL) IRRIGATE IF NECESSARY. SEE PLAN A" nn►111 ci AD tit/ 8 SOUTH EXIST. WALKWAY C6 NTS HYDROSEED OR SOD c BIOSWALE C6 NTS FINISHED FLOOR TYP 3" CLR TYP 4" ASPHALT PAVING SECTION SCORE CONCRETE STRIP EVERY 10' OF LONGITUDINAL LENGTH #4 0 12" O.C. EW. 74 72 70 72 70 CONCRETE W/3000 68 PSI 28-DAY COMPRESSIVE STRENGTH W/ 5% AIR ENTRAINMENT - 66 8" 4" 64 SUB GRADE PER 4" BASE COURSE LEVELING NOTES DETAIL 5/C6 PAD COMPACTED TO 95% PROCTOR 9 LANDING GEAR PAD C6 NTS rUTILITY CONFLICT NOTE: RECORD DRAWING CERTIFICATION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, THESE DRAWINGS CONFORM TO THE DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON CONTRACTOR'S CONSTRUCTION RECORDS. THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. C THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS BY; DATE: OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS TITLE/POSfiION: �llO�Tt�'C �itlQr�i�lefE� SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, CONFIRMED BY CfTY: THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. DATE: TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. SOUTH R- CATCH BASIN OR INLET GRATE - USUALLY WSDOT STD PLAN 8-2o A SECTION C6 1"=40' HORZ 1 "= 2' VERT TEMPORARY PERMEABLE FILTER BAG AS MANUFACTURED BY ATLANTIC CONSTRUCTION FABRICS, INC.(800-448-3636) OR APPROVED. REBAR FOR LIFTING bo bddb i1�'IIIIIIIb d b d d db I b 6d bb Ijf) dd d d b ' MAXIMUM SEDIMENT b b b db ACCUMULATION d b d b ALLOWED = 1 FT TEMPORARY SEDIMENT TRAP (TYP. DTL.) NTS 74 72 70 not, INORTH 11 f 7L LANDSCAPE CURELANDSCAPE EXG GRADE ... CURB LANDSCAPE \ / 7C CURB PAVING ELEV=68.8 -100YR WS 6E NEW GRADE PARKING LOT PONDING P VING PAVING 6E . . . . . . 64 B SECTION C6 1"=40' HORZ 1 "= 2 VERT O Q w r H 0 D F- 00 0 F',-n Z > `_o U N I 00 W �, N LJ 5z v Z W 3 ICE', n� V J o�� > a o Z) N 3 M :�Ln Z 0 a, ` N, �. p 0 �¢W Z 01-1 Z M o _J Im U Z CID Q W 86 Z O U WW J Ln c W V) z Z �U U z 0 o (5 cr cy- m a m a d] 0 0 ' Q JZ--13-Q PROJECT REF: DATE 01 /09/02 THESE PLANS ARE "APPROVED" FOR DRAWN CONFORMANCE WITH THE CITY OF AUBURN MC ENGINEERING DIVISION'S REQUIREMENTS (-P 6-so-o2 CHECKED DED Approved BY �• -� JOB NO, 01017 Dote Approved: ��3A) 2 SHEET NO. C6 S:\01\01017\CIVIL-REV2\C6-017.dwg 1 Drafter Name: M. CORDICE 1 Plot Date: AUG 27 2002 15:28:26 1 Lost Modified Date: AUG 07 2002 15:20:56 1 Submittal: REVISION 2 0011) 1'igo NOTES: 1) STRUCTURE SHALL BE TYPE it CATCH BASIN 48"0 2) SITE DRAINAGE OVERFLOWS FROM STORM EVENTS, IN EXCESS OF THE DESIGN STORM, SHALL BE BY SHEET FLOW ACROSS DRIVEWAYS INTO ADJACENT PUBLIC STREET. 3) THE OUTLET PIPE SHALL BE 8"0 4) PROVIDE AT LEAST ONE THREE-INCH X 0.090 GAUGE STAINLESS STEEL SUPPORT BRACKET WITH TURNBUCKLE ANCHORED TO CONCRETE WALL (MAXIMUM 2'-0" VERTICAL SPACING.) ROUND SOLiD COVER MARKED "DRAIN" OR CB CASTING WHEN 7 . STRUCTURE USED FOR SURFACE RUNOFF ADJUSTMENT BRICK (4" MIN, 12" MAX) OFFSET TOP SLAB ° V . .. ° '• v to PIPE SUPPORTS a SEE NOTE 4 - RISER-8"O MIN 0 SIZE WITH RUBBER STANDARD GALV. STEEL O RfLOW ELEVATION=88 35-dot 10 GASKET JOINTS LADDER/ STEPS 12" O.C. 8"X8"X8" 100 YR. MIN PVC TEE RUBBER � WSE=67.85' GASKET JOINTS PIPE 12"0 SIZE ORIFICE (REMOVABLE) HOLE 13/16" 25 YR. WSE=67.26' �L 67 10 YR. PVC MEARNHOLEADAPTZ ® WATER TIGHT °O CONNECTION RUBBER GASKET PLUG RISER ORIFICE CONFIGURATION (1TH�2RI��CE HOLE MIN N.T.S. MULTIPLE ORIFICE CONTROL STRUCTURE N.T.S. BLDG CONTROL STRUCTURE(MH 3 C7 N.T.S. NOTES: 1) STRUCTURE SI IALL BE TYPE 11 CATCH BASIN 48"0. 2) SITE DRAINAGE OVERFLOWS FROM STORM EVENTS, IN EXCESS OF THE DESIGN STORM, SHALL BE BY SHEET FLOW ACROSS DRIVEWAYS li, 0 ADJACENT PUBLIC STREET. 3) PROVIDE AT LEAST ONE THREE-INCH X 0.090 GAUGE STAINLESS STEEL SUPPORT BRACKET WiTH TURNBUCKLE ANCHORED TO CONCREI WALL (MAXIMUM 2'-0" VERTICAL • . SPACING.) STANDARD GALV. STEEL LADDER/ STEPS 12" O.C. a ROUND SOLID COVER MARKED "DRAIN" OR CB CASTING WHEN b 71.72 STRUCTURE USED FOR SURFACE RUNOFF b 8"0 CAP, MIN WITH ADJUSTMENT BRiCK >, RUBBER GASKET (4" MIN, 12" MAX) PIPE SUPPORTS = OFFSET TOP SLAB °. SEE NOTE 3 '- RiSER-8"O Mh l BY-PASS WEIR ° SIZE WITt' I?UBBE� `o � RISER TOP=-�i9-8-6B� GASKET JOINTS - `o PIPE 36"e SIZE d 8"W,W Mill PVC TEE, RUBBER GASKET JOINTS (REMOVABLE) + TO BIOSWALE 8"0 ORIFiC " E 65.2' tE 6SZ2WO 0-SWALE HOLE0 SHOW ORIFACE SIZE PVC MANIIOLE 12„ 0-1E= 66.0 AND ELEVATIONS ADAPTER TO CB #4 W tflER TIGHT 0 12"0 CAP SOLID TOP OF RISFR D FTA I I CONNECTION WQ/BIO-SWALE RISER " 6" MIN RUBBER GASKET PLUG WITII ORIFICE HOLE (i 1 / , "O) MULTIPLL ORIFICE N.T.S. EXG GRADE 12"0 BY-PASS WEIR RISER + WSE=66.87 2 T +0 + z \_4" MIN CLEARANCE 1/2-2 YR. WSE = 66.29 ORIFICE HOLE 3 5/16" DISCHARGE Q SHOW ORIFACE SIZE 1/2-2 YR = 0.09 CFS AND ELEVATIONS WQ/10YR = 0.31 CFS 25 YR = 0.40 CFS TOP OF RISFR DFTAII 100 YR = 0.49 CFS N.T.S. BERM COMPACTION ALL POND BERM EMBANKMENTS SHALL BE CONSTRUCTED OF SOiL COMPACTED TO 957., PLACED IN 6" LIFTS. WITH THE FOLLOWING CHARACTERISTICS: 20% MIN. OF SILT AND CLAY, 60% MAX. OF SILT WITH NOMINAL GRAVEL AND COBBLE CONTENT. 2' PROPOSED GRADE � I� uu� tzcrru 100 YR. 6�.67 WSE=68.78' SE=68.71 10- YR. WSE=68.61 ' 1/2-2 YR. WSE=68.42 DISCHARGE Q i/2-2 YR = 0.08 CFS WQ/ i OYR = 0.14 CFS 25 YR = 0.18 CFS 100 YR = 0.36 CFS CONTROL STRUCTURE BY-PASS WEIR N.T.S. N.T.S. (2)PAVING CONTROL STRUCTURE (MH 1 C7 N.T.S. MOUND CONCRETE 5' POST SPACING 6"0 SCH 40 PIPE r FiLI.ED WITH CONCRETE PAINT NTH ONE COAT OF PRESERVATIVE PAINT PRIMER o a SERIES 28-54 AND ONE FINISH < Es b COAT OF PRESERVATIVE PAINT �-, SERIES 10 (SAFETY YELLOW) is pn 4c to �n_ U EXISTING ASPHALT PAW�EMEI4T � OR CONCRETE a ° s \ C c N D CONCRETE v p p` 14"0 1 8" DIA. x 18" DEEP MIN i CONCRETE 3 STEEL BOLLARD DETAIL C7 N, T.S. EPDXY GROUT INTO TOP OF CONC. WALL 1 1/2" DIA. STD. PIPE POST IC RAILS NOT 1. GALVANIZE AFTER ASSEMBLY. 2, PROVIDE SLEEVES FOR FIELD CONNECTIONS BETWEEN PIECES. POST IN SOIL 4 TYPICAL RAILING DETAIL G7 N.T.S.. TYP. 2' CENTERED 6 BERM DETAIL C7 N.T.S. WHEN ADJACENT GRADES ARE LOWER THAN 1.0' FREEBOARD, CONSTRUCT 2.0' WIDE BERM ALONG LOW SECTION OF POND PERIMETER. SEE "BERM COMPACTION" NOTE AND DETAIL 6/C7 TOP OF BERM 7ELEV 69.0 Al WATER TOT I � � Q SEAL ° 01 8" PVC MIN -, IE 65.0 ° BERM COMPACTION ALL POND BERM EMBANKMENTS SHALL BE CONSTRUCTED OF SOiL COMPACTED TO 95%, PLACED IN 6" LIFTS, WITH THE FOLLOWING SOIL CHARACTERISTiCS: 20% MIN. OF SILT AND CLAY, 60% MAX. OF SAND, 60% MAX. OF SiLT, WITH NOMINAL GRAVEL AND COBBLE CONTENT. 48" CMP STANDPIPE OPEN TOP, CLOSED BOTTOM ENCASED IN CONCRETE DISTANCE GREATER THAN MINIMUM F-HEAD TO PASS DESIGN STORM THE DESIGN STORM ELEV 67' t t �h" WASHED ROCK GRAVEL CONE -2H:1V, TYP. S. +� Q°► + .Op 0� + 8" x 18" x 18" PVC TEE 6" MIN. DEAD BOTTOM ELEV 64.5 RUBBER GASKET JOINTS STORAGE °O 1" DIA. TYP., 40 HOLES MIN. 0 10" AS REQ'D WITH O.C. THE LIMITS OF THE GRAVEL CONE 3 5/8" HOLE SIZE IN PERFORATIONS SHALL BE LOCATED WITH 6" CONC. BASE NOTES:COMPACTED GRAVEL BASE 1) PROVIDE RIPRAP LINED SPILWWAY, 6" MIN. ABOVE STANDPIPE OPEN TOP 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, AND MAX. HEAD SHALL BE SHOWN ON PLANS. 4) THE OUTLET PIPE SHALL BE A MIN, OF 8" DIAMETER AND OVERSIZE ONLY WHEN APPROVED 5) INDICATE HIGH GROUND WATER ELEVATION. 5 GRAVEL CONE STRUCTURE C7 N.T.S. STRIP TOPSOIL AND KEY BERM INTO NATIVE SM. BERM COMPACTION SHALL BE PER WSDOT. (1994) SPEWC. 2-03.3 (14) (COMPACTED TO 95% DRY DENSITY PER ASTM D-1557 MODIFIED PROCTOR). GRATE 12"0 8"0 INLE T TO CHAMBER SYSTEM PIPE SUPPORT 3" X 0.090 GAUGE STEEL STRAPS BOLTED OR EMBEDDED 2" IN WALL SPACED PLAN Vf AT S MAXIMUM, TYP r 2",4",6",12" ®.1. GRADE ADJUSTMENT RiNG SEE NOTE l 24.00" 4<z 6. ELEV-6�-4+;3= 100-YR-65.28 25-YR W�-6M W�;'��Tf 10-YR WSE-65.26 8"0 THREADED PLUG FV-c- 6t•sx2-YR WSE-65.16'Ee'. aeET ELEV 2= 6".,20 6.00" M 5" �- - JOINT 24.�E EVEV' +t- DETAIL 12"4 RISE 12.00 24,00" MIN 2.75" R LEA RA 00" RUBBER GASKET EVENT EVENT I RrLEASE 2-YEAR 0.06CF 10-YEAR 50 CFS 2s-YEAR a.3� s 100 . YEAa 9 5 --- ELEV60.12 1 DETAIL 48.00" 58.00" Y,' M.UMNUM OR RESTRiCTOR P ATE WITH ORIFICE STAINLESS STEEL SCREEN To PREVENT ELEVATION VIEW FLOAIABLES FROM CLOGGING PIPE 8 "D" STREET CONTROL STRUCTURE C7 SCALE: 1" = 4' SC-310 CHAMBER(TYP) WELL GRADED GRANULAR BACKFILL WHICH CONTAIN AN SC-310 END CAP(TYP) - EVEN DISTRIBUTION OF PARTICLE SIZES WiTH NO MORE THAN 12% PASSING THE #200 SIEVE COMPACTED TO A 1 - 2-INCH WASHED, MINIMUM OF 95% OF THE STANDARD PROCTOR DENSITY. CRUSHED, ANGULAR STONE SEE THE TABLE OF ACCEPTABLE FILL MATERIALS IN AASHTO M288 CLASS 2 STORMTECH'S DESIGN MANUAL, INSTALLATION MANUAL, NON -WOVEN GEOTEXTILE OR WWWW.STORMTECH.COM, (COMPLETELY ENCLOSE TRENCH) �Y� ��i" •��( ��tsi a*!" s�� �y����"""fyyy.Cb'i �! i• �* �b� � 1 e s "� i.Fa! fi�1°'•�A i��t yG�l ti t rti• � 6• O e• fi x•,a �, x� � • c.. r ,: •" • i� ifi Y P ��iii `ra„is • z 1 i u " M,i3i�i f i� E i i+•i7• T i. PIPE SIZE AND SLOPE PER PLAN 2. ALL ANAL PARTS SHALL BE GALVALUM, STAINLESS STEEL, OR PVC. 3. FRAME (LID OPENtRO do LADDER/ STEPS SHALL E ROTATED CH THAT RISER iS VISIBLE FROM TOP, LADDER/ STEPS FUNCTION IS CLEAR FROM RiSER, FRAME IS CLEAR OF CURB. 4. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONRETE PiPE, IT SHALL HAVE SMOOTH OUTSIDE DIAMETER EQUAL TO CONCRETE PiPE INSIDE DIAMETER OR i14" LESS, TYPICAL. PIPE PENETRAIIONS MAXIMUM HOLE SIZE, 36" MINIMUM DISTANCE HOLE TO HOLE, 8" MAX PIPE HOLE SIZE 0 90', 28" INCHES/DEG INNER DIA, 0.419" INCHES/DEG OUTER DIA, 0.506" ADS N-12 PVC (SDR-35) Poe Size Hole Size Pipe Size I Hole Size 4" 7 4" 7 6 12 6" 12 8" 12" 8" 12 t0 is 10 t6 12 18 12 is 15' 20 15 20 18" 24 18 24 21 26 21 26 24 32 24 2$ 3tl" 42" 27 32 36 48" 30 36 42 54 36 42 48 60' DUCTILE IRON CONCRETE PIPE Pipe Size Hole Size Pipe Size Nole Size 4" 7" 6 12" 6 12 $ 12" 8 12 10 is 10" 16 12 20 12 16 15 24 14 20 18" 30 16 20 21 32 18" 24 24 20 24" 2 38 24 28" 30 42 30 36' 36 48 36" 42" 42 54"/56" 42 48" 4$ 64 48 54 54 72 54" 60" 6D 7$" 72 1 92 UTILITY CONFLICT NOTE: 12" MIN. TYP. -34" 12 MiN. TYP. THE CONTRACTOR S.-IALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON 8" INLET PVC FA THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE SOLID WALL PERF. FABRIC THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. DRAINAGE PIPE THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 TO "D" STREET AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS CONTROL STR. OF NEW UTILITY CROSSES TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS Of SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE 7 S T O R M T E S- 310 CHAMBER SYSTEM SUBJECT TO VARIATION, If CONFLICTS SHOULD OCCUR, . S. TY P I G A L C7 N. '-'-TYPICAL CROSS SECTION DETAIL THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 72 64 7L ON 64 •17 7� 7C 65 •l 55 50 PAVED PARKING f- ts I►.,., W I� I I N1 W PAVING I 1 i 24" ACCESS RSER W/ CONC. C LAR (TYP) EASE I ENT � _ 8" 0 TO BI SWALq 48"0 ADS 8"0 PVC 21 8" OOF DRAIN I TO B e V= 6+•10 ®41 1 " MIN , i 90° BEN['NEW 8" FD a TEE � MH3 I BUILDING 1" W 12"0 ADS CO IQTI TROL MH UCTURE DE AIL 1 /C7 A BUILDII` C7 1"=40' HORZ 1"= 4' VERT PAVE PARKING NI wTt� all ff I r I 3, � NE W PAVING EASE ' ENT 1 1 1 P SDR 21 36"6 CMP TD CB 14 LF 4 20% 8" DRAM ELEV= 65.2 I I � 63' 8" FDC do 1 iTER 0 MH2MH 11 PAVING C TROL MH S RUCTURE B PAVING DETENTION SYSTEM C7 1"=40' HORZ 1"= 4' VERT WAREHOUSE 30' 30' BLDG FF= 710 8" POST INDICATOR VA VE 0 V can oo co .31 m >< A" „ � EXG 12" " SPECIAL ``' WATER W x W MAiNZ m I P. 18 MIN. SE ARATON " 45' D.I. VERT END W/ CONC. LOCKING PER TAIL 1/C5 8" 90' D.I. VERT. 8" 40' D.I. VERT BEND W/ CONC BEND W/ CONC. BLOCKING PER BLOCKING PER AUBURN STD. AUBURN STD. DTL WABL-1 DTL WABL-1 c FIRE SPRINKLER LATERAL C7 1"=20' HORZ 1"= 5' VERT THESE DRAMrM CONFORM TO 7W OR'S CONSTRUCTM RECOM. • -03 BY; WE TITLE/POStTION: ��T d�1t�AV AW/2- CONFIRMED BY CITY: DATE: a Q j a � U 0 F 72 E, °z g Q i cs� 68 o=1 � N _ I W M c�v U Z C9 o z 64 w r 60j N z 0 4 2 Go ` Q _.,.._ m 72 -...� _.i 68 �. z V) 0 64 " V 60 ---- Q Z 75 Q ui 70 W N' m ©10 r\ 65Q W 60 0 0 o Z c t IRIt C7 •2 9 W_ v) +� uj .i w CL o V) a 55m o 31741 Az07ST�gC. L 6PIRES 12f 13/2U PROJECT REF: FACO2-0002 DATE 01 /09/02 THESE PLANS ARE "APPROVED" FOR DRAWN MC CONFORMANCE WITH THE CiTY OF AUBURN ENGINEERING DIVISION'S REWREMENTS c f 6-' i-©3 CHECKED DED Approved BY JOB NO. 01017 Dote Approved- ��I8,41 SHEET NO. C7 S:\01\01017\CIVIL-REV-6\C7-017.dwg I Drafter Nome: M. CORDICE I Plot Dote: AUG 14 2003 15.07:18 I Lost Modified Dote: AUG 14 2003 14:51:20 1 Submittol: REVISION 7 03D1'NW 4. Plontin twice boll 6' Lo LAWN / PLANTING BED DETAIL No Scale SHRUB PLANTING DETAIL No Scale TREE PLANTING DETAIL No Scale NOT`.S Prune diseased and broken branches Water basin with 2" mulch Compacted toppsoil water thoroughly, fertilize as req d Planting hole min. twice size of root ball Prune diseased and broken branches 16 gauge steel wire throegh clear vinyl hose below first crotch 2x2 wooden stokes securely driven into ground. Stain brown. Water basin with 2" mulch Unglazed planting pit surfoce 1/2 topsoil, 1/2 native soil, water thoroughly, fertilize 1. Subgrodes, including berms, to within 1/10th foot provided by General Contractor unless otherwise noted. 2. Subgrade shall be scarified or rototilled if conditions require. 3. 4" depth 3-way topsoil or equal in all planting areas. 4. 2" depth fine grade bark mulch in all planting beds. 5. All plant material shall be healthy, full and conform to USA standard nursery stock, latest edition. 00 WQt 6. Plans material or size or kind not available may be substituted only with approval of Landscape Architect and Owner AND CITY OF AU URI: F'LA��N"NG oc:-rPRT-/1Ff4-r. I 4INSTALL WHEELCHAIR II RAMP PER COA STD DTL TRAFFIC-26 I I LANDSCAPE PL_Ai-�-F t --,;,-V NO'35'46"E I 1 I I I I I I I I I I I I I I I I I I I I w IMItri � I"tIrn7- N 00 N I II II I I I I I 1 I I � I i I z I I 0 I I L=0.89' A I VACANT LOT SO' 35' 46- PARCEL N0. 5402100145 I 7. All mass plantings shall have triangular spacing. L EG F I -t_ 0 WANT: P--C)TaI A l GO AA,\ 11\ 01--t t-A E 8. All tree pits shall be inspected to insure proper drainage. 8 A G r=- Q- FR-E E--/AA N I I \ AP -/A S T P-0 I,l G F /&,I-/1 ST PC) N G TZ b 9. Positive drainage shall be maintained Mound planting areas - minimum 12". � TRIJ HAND SFAcl"Q @?,`©,G,-ARGTOSTAP}t','LOS IJVA-V2S1�\1AlICUUtI>=I�JAC�E� VAHC-OUVI=C?_ JADE lClilil(y IMuIGk 10. Shrubs and trees minirnum 15" from curb for car overhang unless wheelstops nosed 0 -_l9 AZ AL -MA H t W 0 G(2 1 �1 S C5t 4 ,S„a,, /NF - 11. 8" wide bark mowing ship where lawn is adjacent to rj i-_-� L�.LlGOTHOE AXI L-L.A� E� C.ONST I_EUCOTFJ0 E building. --5ro EU 0 F-T y/&U9 A,t_-A--TA, ,GO/",,PrLG 1 Ar r-)'.-/h.P F 13u r? N I is �US L l 12. Landscape Contractor shall maintain site until final inspection and acceptance by Owner. 3�io ��5ts{ #%* l!PWAF'p G-t©UGH �fZ EDWp,�D G-tOUGHEi� CI LIA 40 _.14 . L I Q U I D i Tip 9- S-F Y F C,1 tr. L k15 1= P t G t-A U O _57!5 P 440-cr"IA, fiP-,&,sCF-I t=C�ASt=lz �'�tc�rli�t>4 VIE12-16 JA.PO"IG 1'IE;rzIs F1 1-1 U S G4C> W -r0 tR-T A-- } 0 r- 1- f— I t--.l E--- - F50 1E!440 DG> C, W H tb l2 cam) ® _ 5 "T'SUSA CA, A Lt)F=-I-AGI O a05 t U�NU/�. C��.V1C711 b�.�,(l� `✓l�U� %tU/�-\ 0 17 VERFBI=titA, 1H0/AEeTEA1t> PURIP ::NOTE: "0 Lt `� AAV- .`rH A," ID Q>-T=tA 40 coin %WJW Stz- E V/z" CAL_ LGA, L aGvAL. I -on V CAL , SEAL, 2 G L I-C,AL, UTILITY CONFLICT NOTE: 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 UTILI"ES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE COOT TOR'S CONSTRUCTION RECORDS. BY: ►TE: lO• J-0 TITLE/POSITION: T+E�"* ~A404fron- CONFIRMEu BY CITY: OW: PROJECT REF: THESE PLANS ARE "APPROVED" FOR CONFORMANCE WIT;] THE CITY OF AUBURN EN-AWRING DIVISION4S REQUIREMENTS MINIMUM LAMD6C4P Approved By. 5 J Date Approved: W /5 •o3 El Q j U w F- I-- o� p Z nd V Q 00 i` I V q' rn � W W _ Z W Q 00 I F- J � � M > M 00 a� Z � c Lr) O Q, z C m C�) 6 U J J V J F-- 1--- cn Q F- Z w W Z Z o O of cn n Cy- w c Cr- co o Q� o � U DATE 01 / 11102 DRAWN MC CHECKED D.E.D JOB NO, 01017 SHEET NO. S:\01\01017\LANDSCAPE-REV4\L1-017.dwg I Drafter Name: 0. MAJOR I Plot Date: JUL 01 2003 09:22:09 1 Lust Modified Date: JUN 30 2003 16:26:38 1 Submittal: REVISION 4 0 ; 4^01 1 DEMOLITION AND TEMPORARY EROSION/SEDIME-,NTATION CONTROL PLAN i I, � anwift�.� - SOUTHEAST OUARTER OF 110N 119 T - --I' I ,,q-,,, I ' OWNSHIP 21 NORTH, RANGE 4 EAST WILLAMETTE MERIDIAN, CITY OF AUBURN, KING COUNTY . 1 �:5: . � ''�� � ���� �� ��, ��i�Wl " Ir-k" —1 "I-, . 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A FIELD TRAVERSE USING A "SOKKIA 3100" TOTAL STATION, AND' -33" DATA ///`/`/`///X/,//" � /// /, ) ) W, i I 1, 1, 11 !, 1j1jijj1�jiijj1�jj 1/1 1, ; 11,11f,J / i / " / / // , / '�­,, ,,, Z - _ - - - . - - .... - - - - _ ... - - - - ... - - - - - ... .- - - *SDR / f / t i .///" j//�1///////9/// �_, 0 1 / , ///,/,/ / // / .1 I I -10/ , , / .-, _+�­ � .. COLLECTOR SUPPLEMENTED WITH FIELD NOTES WAS PERFORMED, ESTABLISHING �X/V"/. , / ./)��( I // / / ,,�-�hll I ''HIM, 1 if' I TWP' AK1('H1 AP niczi Mr\f7 AMn VPPT1r'A1 REI ATIONSHIPS BETWEEN THE MONUMENTS Z" / " /�, / / ,10 �MUU ( 111111:11hi ( 1, / / / ,�,//,// ,--,. ",-, , '044,�_ %, - - I I I , f 1 � � i f fj " 1 //� N, PROPERTY LINES, AND TOPOGRAPHIC FEATURES AS SHOWN HEREON. A "LIETZ B-2A" ,//// / / " � ., - - - - / I // �\ '' w I , I �Wm� mom "I � 'i ,,� / // / / , ��,� I " " ( (k- AUTOMATIC LEVEL WAS USED TO CHECK AND ESTABLISH THE ELEVATION OF 11r"l /` / / I I / , t'll;4 110 06, ' t I , � " , _ - NTROL POINTS. THE RESULTING DATA MEETS OR EXCEEDS THE � WAC 332-130-090. PROJECT INFORIMA" UNDARY SURVEYS AS SET FORTH IN DATES OF SURVEYS NOTE: . FIELD SURVEYS BY BARGHAUSEN CONSULTING ENGINEERS, INC. UNDERGROUND UTILITIES AND FEATURES DEPICTED HEREON ARE BASED CONDUCTED APRIL 2000 ON FIELD OBSERVATION, MARKINGS, DEVELOPMENT PLANS, AND/OR BASIS OF BEARINGS UMENTS ONLY. THE TRUE LOCATION OF BELOW I . WEST LINE OF THE SOUTHEAST QUARTER OF GROUND FEATURES, DETECTED OR UNDETECTED, SHOULD BE VERIFIED. � N01'11 VOCE AS PER PLAT OF WEST BEVERLY HILL DIVISION I - SHEET INDEX: . REC. NO. 8804070507, VOL. 140 OF PLATS, PGS. 97-100 . VERTICAL DATUM El of 3 - DEMOLITION AND TEMPORARY EROSION . ��4�. _ � ,� CITY OF AUBURN /SEDIMENTATION CONTROL PLAN - 1 , E2 of 3 - DEMOLITION AND TEMPORARY EROSION I jj�r, /SEDIMENTATION CONTROL NOTES AND DETAILS I PROJECT BEN04AM - .. E3 of 3 - DEMOLITION AND TEMPORARY EROSION REBAR WITH CAP AT /SEDIMENTATION CONTROL SEC11ONS NORTHEAST CORNER OF PROPERTY ELEV. = 58.38 FEET LEOAL LOT 1. AUBURN LOT LINE ADJUSTMENT NUMBER LLA-0020-92, REV., MENT AT CENTERLINE OF 15TH ST. N.W. 302161187. AND W. VALLEY HIGHWAY E. 1/4 CORNER SEC. 1 1 LOT 2, AUBURN LOT LINE ADJUSTMENT NUMBER LLA 0020-92, REV., CITY OF AUBURN BENCHMARK # 26-K RECORDING NUMBER 9302161187 ELEV. = 58.46 FEET PARCEL NUMBERS: 112104-9018, 112104-9011, 112104-9031, 030350-0100 - AN No. Date By I Ckd. Appr. I , Revision ­- Designed NJM Scale: Y'. '44 . L014A(j � _ ___ rl� - W , 1 E �" I 0 1 � , I : - Drawn JILL Horizontal A_, . .- � 0- K E I � , . 14Z , I I, - ___ - i..,W$ . C) . It (4 __ - _____ -_ - Checked — NJM "'; I . 14> .. _. . .13K � . r I � — — I ,p 25-5672 Q_. .1 ... .. . ...'...." . 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I ''I �� ,...:",� 11�N_ I e�_ __ �,'�Z�,11 1_1�1 I .�­ ,+11 - �� - IFILL 30,OW CY . I � I . . . I . . I . DEIMOLMM KEY NOTM �� � I . - �R,;� . 1. - * 0 EXISTING STRUCTURE TO BE REMOVED IL 11 . � . ­^-^ ^. "^"^ A, . V/ LAIWINU L;UNUKtlt � Q EXISTING FENCE TO BE REMOVED (7) EXISTING WATER FAUCET/HOSE BIBB TO BE REMOVED - Q EXISTING CURB TO BE REMOVED . � I ,��_ ­­ Record Drawing Certification �i,A --;low ,I PRO,JECT REF. GRA # 00-0024 . � , i *%y " "' Q EXISTING POWER POLE TO BE REMOVED AND 'RELOCATED. COORDM,TE � . I POWER TO EX. HOUSE SHALL BE REMOVED 7hese drawings conform to the Contractor's construction records. These plans ore approved for conformance with the City of Auburn , s Engineering Division requirements. E TO BE REMOVED BY Date �D EXISTING MAIL BOXES TO BE REMOVED TitlelPosition _' Approved By. L -I m, e­­60_-�`_ ­7ir A �D EXISTING WATER METER TO BE REMOVED Confirmed b Clty.- Dote y ,f"_�-n/gz I . I I k- Dote Approved.- '­%* �, ­ ,� � IF i , ­�­�.-;­;-�­­ ---. ��� .... .� &02 EXISTING FIRE HYDRANT TO REMAIN - � ­ I ­ ­ I �_ . "I I I I _11�1;9.61_­­ - . . . � For: I ow- Me: ­ -1.1 . . � - " Job Nuff&r . I ITIt", ,�Iwl 1* '"If", It � 11 11 I 1 MEGA.WEST CORPORATE PARK DEMOLITION AND TEMPORARY i ­1� �', Sao '51 -6222 1307 WEST VALLEY HIGHWAY NORTH EROSION/SEDIMENTAT[ON I . I I -.1""6; 4s*-- . 151 -8782 FAX Sheet AUBURN, WA 98001 CONTROL PLAN ..,.... IGINEERING, LAND PLANNING, - 11 NG, ENVIRONMENTAL SERVICES CONTACT: CHARLES TURBAK El 3 I . 5 _"" L --!--- of ­ . I �', I � ___ .. I . . &Ac- 61 AE11�1,61111111l , , �4'� , " � "u- . , . - � . � I . .4_ -At, __ I , - V, 1- � ­ Gk ____ I 11I.- ­1 - I", -4. . 11 ��, I40" � _­ ­­ 1.11 .�, -I.., L_ .., - I ,,,, . A", - ,,,, I IV -, , , _ . , 1- - ,- ___ __ - i'� , - DEMOUTION AND TEMPORARY EROSION/SEDIMENTA CITY OF AUBURN GENERAL NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE 'WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," 1998 OR LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE STANDARD CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON 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. C*NSTRUCTION SEQUENCE 1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF AUBURN OFFICIALS. 2. FLAG ALL CLEARING AND GRADING LIMITS FOR PROJECT AS SHOWN ON THE PLANS. 3. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. 4. INSTALL TEMPORARY FILTER FABRIC FENCE AS SHOWN ON PLANS. 5. CONSTRUCT INTERCEPTOR DITCHES WHERE SHOWN. 6. INSTALL TEMPORARY STORM DRAINAGE PIPES. PROVIDE RIP RAP AT OUTLET AND INLET WITH SEDIMENTATION PROTECTION. 7. INSTALL HAYBALES AND FILTER FABRIC AS SHOWN ON PLANS. 8. 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. 9. PROTECT ALL PROPERTIES ADJACENT TO THE PROJECT FROM SEDIMENT DEPOSITION. 10. NO RUNOFF IS TO LEAVE SITE WITHOUT TREATMENT. 11. CLEAR AND GRADE SITE AMEND E.S.C. FACILITIES AS REQUIRED. 12, 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. 13. 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 DISCHARGE POINT. 14. ALL DISTURBED AMS 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. 15. CONTINUOUS MAINTENANCE AND UPGRADE OF T.E.S.C. MEASURES, INCLUDING DUST CONTROL, SHALL BE PROVIDED AFTER FILL OPERATIONS ARE COMPLETED. 16. MAINTAIN E.S.C. FACILITIES UNTIL ALL RISK OF EROSION/SEDIMENTATION DRAINAGE HAS PASSED AND PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT -LADEN WATER INTO STORM DRAINAGE SYSTEM. TEMPORARY EROSION & SEDIMENTATION CONTROL FACILITIES CAN REMOVED ONLY UPON FINAL SITE STABILIZATION AND APPROVAL FROM CITY. OFFICIAL. 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. m ►. M :,,, 2 1 3/27/01. NJM I NJM I DKB I REVISED PER CITY REVIEW 1 3,, lyOl NJM 1NJM JDKB RED PER CITY REVIEW P►-" 004 2 of 4 Revision SIMICIAL CONDITIONS NOTES. 1. DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE RIII LOWING SCHEDULE OR EXCEPTED IN THE FIELD WHEN IN THE JUDGEMENT OF THE BUILDING OFFICIAL, SUCH SCHEDULE IS NOT WARRANTED: FROM APRIL 1 TO SEPTEMBER 30, ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO MARCH 31, ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES. 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 SEVEN DAYS SHALL BE STABILIZED IMMEDIATELY. 2. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. THESE ACTIONS WILL BE GOVERNED AND DIRECTED BY THE BUILDING OFFICIAL. 3. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON SITE CONDITION. THIS ACTION WILL BE GOVERNED AND DIRECTED BY THE CITY OFFICIAL. 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 48 HOURS IN ADVANCE OF THE TIME WORK WILL BE PERFORMED ON SATURDAYS, SUNDAYS, HOLIDAYS, OR OTHER THAN NORMAL WORKING HOURS. 5. ALL DENUDED AREAS OF THE ENTIRE SITE SHALL BE HYDROSEEDED AND MULCHED IMMEDIATELY, AS DIRECTED BY THE CITY IN ACCORDANCE WITH THE FOLLOWING CRITERIA: A. FOR SLOPES WITH A STEEPNESS LESS THAN OR EQUAL TO ONE UNIT VERTICAL TO ONE UNIT HORIZONTAL (1/1) PROVIDE HYDROSEEDING AND STRAW MULCHING IN THE MINIMUM AMOUNT OF 2 TONS PER ACRE (APPROXIMATELY 2 INCHES THICK). (REFER TO CONSTRUCTION SEQUENCE FOR PERIMETER BERM ESTABILIZATION CRITERIA). Designed NJM Scale: K• B 4 �F ASF Drawn ELR Horizontal Qom\ AS SHOWN 0 "' Checked NJM Vertical F�l ERA Approved DKB S �'rS G� fDNA L AS SHOWN Date 9/6/00 EXPIRES 9 23 01 LION CONTROL NOTES AND DETAILS'" TOP BERM EL = 59.0 48" MIN. CMP STANDPIPE OPEN TOP, CLOSED BOTTOM ENCASED IN CONCRETE EL.= 59.0 Fir DISTANCE GREATER THAN MIN. HEAD TO EL.= 57.5 PASS DESIGN STORM 2.� o o SHOW & DESIGNATE 0.5' THE DESIGN STORM W.S. !!! ELEV.= 55.94 o o :'. 1 1/2" WASHED ROCK ° ia ° GRAVEL CONE WATER TIGHT SEAL w 8 PVC MIN- l ., • • MIN. "Q" ALLOWABLE = 0.82 0 DEAD 0 o bz STORAGE Cnx IE= 54.00 " • . BNEIN8" PVC TEE W/ RUBBER GASKET JOINTS 84D 1" \�DIA. TYP., 40 HOLES MIN. 0 10" O.C. PERFORATIONS SHALL BE LOCATED WITHIN (SHOW SIZE) THE LIMITS OF THE GRAVEL CONE / ORIFICE DIA = 4-5/8" o 0 0 0 0+ o o a o 6" CONC. BASE I COMPACTED GRAVEL BASE pip POND BOTTOM- 1. PROVIDE A RIPRAP LINED SPILLWAY, 6" MIN. ABOVE STANDPIPE OPEN TOP. EL= 53.50 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 8" IN DIAMETER AND OVERSIZED ONLY WHEN APPROVED. 5. INDICATE SHGH GROUND WATER ELEVATION. GRADING/EROSION DISCHARGE CONTROL STRUCTURE NOT TO SCALE CITY OF AUBURN STD. DET. DEV-4 18215 72RD-AVENUE SOUTH DENT, W* W32 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES For: HYDROSEED k4X 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 0 60 LBS./ACRE A . w „ B 4ri MR Li Li END BALES SHALL WEDGE LOOSE STRAW OVERLAP CENTER BALES POINT A SHOULD--W' GFlER THAN POINT B BETWEEN BALES ' PROPER PLACEMENT OF STRAW BALE BARRIER IN DRAINAGE WAY _ . m 2 REBAR So WIRE TIE OR 2" X EKES 6" � ANCHOR FIRST STAKE TOWARDS MIN. IN Tf�w GROUND N PREVIOUSLY LAID BALE t BALE TIES o Jil- o. I.I I I L=1 1=Ili- a V =1 -III=111=III=111- _ . N ANCHORAGE BALES ' HAY BALE BARRIER W/ SILT FENCE NOT TO SCALE h w 0 Record Drowing Certification PROJECT REF.- GRA # 00-002410 . v 0 These drawings conform to the Contractor's construction records. These plans are approved for conformance with the City of Auburn's Engineering Division requirements.:; By Date A-, Title/Position Approved By: Confirmed by Clty: Date Date Approved.- Title: Job Number j o MEGA.WEST CORPORATE PARK DEMOLITION AND TEMPORARY 75 `- i 1307 WEST VALLEY HIGHWAY NORTH EROSION/SEDIMENTATION lc AUBURN WA 98001 CONTROL NOTES AND DETAILS sheetCn >, CONTACT: CHARLES TURBAK �� - E2of __ r 2 1 3/27/011 NJM I NJM I DKB I REVISED PER CITY REVIEW 1 1 3)t10/01 JNJIVI INA JDKB REVISED PER CITY REVIEW DEMOLITION AND TEMPORARY EROSION/SEDIMENTATION CONTROL SECTIONS �0 VER.1" f1OWsion Designed NJMScale: ELR lHorizontalO`�Drown ,A Checked NJM Vertical 25672 p� Approved DKB NA S10, 1 „=4' Date 9/6/00 EXPIRES 9 23 01 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES R For. 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Ir/, t!/,1 , SURVEY INFORMATION PROJECT INFORMATION PROCEDURE / NARRATIVE A FIELD TRAVERSE USING A "SOKKIA 3100" TOTAL STATION, AND "SDR-33" DATA NOTE COLLECTOR SUPPLEMENTED WITH FIELD NOTES WAS PERFORMED, ESTABLISHING UNDERGROUND UTILITIES AND FEATURES DEPICTED HEREON ARE BASED THE ANGULAR, DISTANCE, AND VERTICAL RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY LINES, AND TOPOGRAPHIC FEATURES AS SHOWN HEREON. A "LIETZ • 13-2A" ON FIELD OBSERVATION, MARKINGS, DEVELOPMENT PLANS, AND/OR AUTOMATIC LEVEL WAS USED TO CHECK AND ESTABLISH THE ELEVATION OF AVAILABLE RECORD DOCUMENTS ONLY. THE TRUE LOCATION OF BELOW BENCHMARKS AND CONTROL POINTS. THE RESULTING DATA MEETS OR EXCEEDS THE GROUND FEATURES, DETECTED OR UNDETECTED, SHOULD BE VERIFIED. STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090. DATES OF SURVEYS FIELD SURVEYS BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED APRIL 2000 . BASIS OF BEARINGS WEST LINE OF THE SOUTHEAST QUARTER OF SECTION 11 TAKEN AS N01°11'06"E AS PER PLAT OF WEST BEVERLY HILL DIVISION I REC. NO. 8804070507, VOL. 140 OF PLATS, PGS. 97-100 VERTICAL DATUM CITY OF AUBURN NGVD 29 PROJECT BENCHMARK REBAR WITH CAP AT NORTHEAST CORNER OF PROPERTY No. I Date I.,�r ( Ckd. jAppr. 1 3/10/01 NJM NJM DKB REVISED PER CITY REVIEW i PF , 0� $ � of `t Revision TREE SUS ►RY TABLE (C-CONIFER / D-DECIDUOUS) SLOPE AREA TOTAL CUMULATIVE DIAMETER FLAT AREA TOTAL CUMULATIVE DIAMETER AVERAGE DIAMETER # OF TREES AVERAGE DIAMETER # OF TREES 4" 22(C 8(D) 120 4" 4 C 2(D) 24 8" 42(C) 18(D) 480 6" 4 C 17(D) 126 12" 35 C 10(D) 540 8" 2(C) 4 D 48 181, 12(C) 3 D 270 loll OTC) 1(D) 10 12" O(C) 5 D 60 18" 1 C) 1 D 36 20" 1 C 3 D 80 22" 1 C) O(D)22 24" 1(C 2(D) 72 SUBTOTAL CUM. DIA.= 1,410 SUBTOTAL CUM. DIA.= 478 TOTAL CUMULATIVE DIAMETER -1,888 Designed NJM Drawn JLL Checked NJM Approved _. DKIS Date 6/16/00 Scale: Horizontal 1 "=40' Vertical N/A ----- - - . 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I( I / i k 1 I s•• I 18 DOU�LAS FIR I ._,_.....�._...--- : ! -) (TO REMpiIN) J _, IBUILDING 11 lJ ,\, .. __s ( �.W.._....._.-_.._....,._...----..- - T- Ir. .----.....-.,^ \ I i i/ DAINAGE v"�',°,h6 -.__ _- - \ I - I o J IV - .. ..--... - oa - --�I , r / . -___ ---�------- y 12" OVERFLOW=62.74 ., II 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING LAND PLANNING, SURVEYING, ENV��L SERVICES _-------- �I I I I V,I I HOUSEI , I I t , I i1 �^ ./ I - ----. °°p�x----- LEGEND © POWER VAULT -�,,, ----�.� LUMINAIRE (LUM.) ' ❑❑ ASPHALT 0 POWER METER . � POWER POLE illCONCRETE UG UNDERGROUND TF TRANSFORMER ,-,,'�,,.,.•i•• ;::;.:":' E JUNCTION BOX (AS NOTED) i� -. «+ _; ' , GRAVEL ❑ CATCH BASIN (CB) SANITARY SEWER LINE O = = = = = = = STORM DRAINAGE LINE SANITARY SEWER MANHOLE (SSMH) P(oH)- POWER OVERHEAD QO GAS METER - O BARBED WIRE FENCE P GAS VALVE - // WOOD FENCE M WATER VALVE (WV) X CHAIN LINK FENCE FIRE HYDRANT (FH) ® WATER MANHOLE MAPLE EE WATER METER n SIGN T DECIDUOUS 0 ALDER ���� CONIFER FRUIT TO BE REMOVED CONIFER TO REMAIN" . * 1, 1. "ft�� 1. '}. ' h.. ,'6 ti pj. Jhi .� . - -a I . , 11 GUY P x...., .. . y i _ .' MAIL I , 4 r 01 A '.. • :., '..�::. BOX WER POLE I I h a TCI a-,l �X WV <o FI E H RANT .; Y.. ^ . ,- .. I �---------------------- ---- � z "' X��� (.�' J.x ; `` 'Al 18" PINE 7 I (TO REMAIN) CB TYPE I I ,_ -. -� 58.54 RIM-. ' - �, IE 6" PVC S=56.78 I I . V re) 7-k .t k" ; /- Ire �rl- N L x • x ,. ,x "7 a) . ,a; . I U V) 4 ,t, .r -, � - - -- _ - _.. . a, 0 ;. �,,, •• � n . ei .9 Record Drawing Certification PROJECT REF, GRA # 00-0024 i *> ex, - - , �� � �^ 4, . . 0 These drawings conform to the Contractor's construction records. These plans are approved for conformance with the City of Auburn s Engineering Division requirements. a , , 3 y - .. By Date, -�- -•,--- -... 0 . le _ 1 Y. .N Title/Position Approved By:U&23e2o= - *' Confirmed by C/ty,• Date Date Approved: iA ,. c i.. _ ,.. � W . Tale: Job Number U , Q MEGA.WEST CORPORATE PARK TREE SURVEY � 7530 1307 WEST VALLEY HIGHWAY NORTH o . ,<s Sheet AUBURN, WA y_. . -:. _. F CONTACT: C HA LES AK 1 o f 1 6 U- . ,, Q1 0 147y� ,a _ t ••