Loading...
HomeMy WebLinkAbout05D17763(00 3n0 MIN PARCEL #2721059040 / PARCEL #2721059049 -,_GAL DESCRIP ION L ` SITE!.1 __ J7 at portion of the Northwest -Quarter of Sec. 27, Township 21 N, .,' Ra eLEGEND C 1'ARCEL 2721059006 ng 5 East,, i�ffing' County, Washington, described as LLG EN y +'ram`+;;; follows: M+ f e y a , El= O Beginni at the Southeast Corner of the Northwest Quarter of ra,* R°'a �;''" 1. d z said Se 27, said paint marked by a concrete monument set by ^a''i.•' NEW GRAVEL # r ,N,,. Q Mr.Forbes, Surveyor in 1947; thence N 1' 14' E. 198.03 Ft. To the true point of beginning; thence continuing N 1' 14' E along the � .. 'n j � East line of said Northwest Quarter 641.69 Ft.; thence N 88'46" W. rf:`.'•:':' �A _ 270 Ft.; thence N 69'05 06 W. 3$0.21 Ft,: thence S 9'26 W. EXG GRgki_ w h;. M 475.60 Ft. To the Northerly right of way tine of S.E. 356th, said t KLLS' k' point being 2t� Ft. North of the centerline of said street; thence W (/) N Sou#heasterly o said right of way line on curve to the right+,VL1`s �; i,� " NEW ASPHALT ° '".;ti ` ~ t z a whose center b rs S 21'27 29 W. 2018.02 Ft., on arc distance of »* _ 115.36 Ft.; thenc continuing of said right of way line and its Pr EL #2 105`�033 Easterly projection S 65'16 E. 642.05 Ft. To the true point of EXG ASPHALT f W 3 beginning. �* C, c ,, \ PARCEL #2721059043 u..:_..•..... `� z -- — '`':' NEW CONCRETE VICINITY MAP NORTH Ln _ z EN BIOSWALE El EXG CONCRETE d SITE ADDRESS ENGINEER 3320 ACADEMY DRIVE SE RUPERT ENGINEERING, INC \ LANDSCAPING AUBURN, WA 98002 DAVE DORMIER, PE I� m / 1519 WEST VALLEY'HTIVY N. #101 Z \ ;r: AUBURN, WA 98001 ---�"� (253) 833-7776 m L1J a NI PLAY ARIALEGEND W MATCH EXG NEW 2' THICK ASPHALT PAVING GRADES K_ 4 s GRADE _ — 6tDGS, (�) --� --a -- PER DTL 2/C4 _ — (� DESCRIPTION NEW EXISTING W i '.:; • •wt �:+,r ----- D EX. 12" STORM 0 Q - PHASE II STORM SEWER W TRASH COLLECTION 4�'o'"� ;`'��'�•�*t',r •�`N �,;={r;:+ SANITARY SEWER S EX. 8" SEWER } �•. r1- ,„3.� e"� �, +r•e-ram e�`ry , IMPROVEMENTS " GL ..... ,�.'r"""7eir:i » •�' '�►�irtx �'.;r�; ►,rr.. \ EX. 2 WATER ,^ AREA , . � ".•. ,'�.: �':,k•t`�. �, �#�• rr; t• ��'... y .� �., (TYP) WATER W 3 i ri at. +f : •• s ,, • �... .. TP GP w POWER OI U P OH U1 P :Y ) i( / ,• i 1 L� 1 / 1 . 1 5 •••f�LY�= .eta ........................................................ . ............ �..� 'Vr T ..t.F dC dL":: i+. ',F..i„ -: t.T«'�?. . a.. ,. •''�'� 'p14i�h•'rq .•rliy!L. '►'• �. _ SPOT ELEVATIONS xx.xx W r r �' 1 , -...•......7.74*.711 . : it 1j •r ..:4:"r•' aM;'F� r - - . . .. I ..... ................. ''4 ........ - ............... I • CD �J 1 +tT 4, ' �•.. .fit .A i 5i' Y tqr a"+ . .... .'. i, •tsu+W- 1 i.. .t. r� t M ,t. . u+%%'�'e••'• ..a •' a �k U { _ _..- PA 2721059091 r. , RCEL . � 1 50 5 0 Z Q •: >, � CONTOURS . C' r w• •r W a #. 1..rtr -t J l .y • :t .. a r1 d EXG BL NEW BAND & CHOIR ADDITION 6,520 SQ. ET. � `PARCEL #2721059077 f r e S p i •'i.' .A'i •ry _w r i1 �,,.c �t.ba .� N tt ., r••;� �....t !i. fit,,+ ♦ //1""" n L ,v ,'. y� + ". :A � NEW PLAY SHED \GRASS 5-8 7,000 SQ. FT. ,j:S.jw..�=:r,`.... ,rr ;� �5"'Sir: +;�9T•', ��r,�x, k,• "•, EXi � �.' PAR ;EL 272105916i ) {n{.� OE AOMIN. BLDG.s .rW 059127 PARCEL #272I05 070I iPARCEL #2 21059116 �! CONSTRUCTION SEQUENCE 1. SUBMIT A HAUL ROUTE TO THE CITY OF AUBURN FOR 6. CLEAR EXISTING LOT, THE CONTRACTOR EARTHWORK ACTIVITIES. SHALL ENSURE THAT NO SILT -LADEN 2. SCHEDULE AND ATTEND A PRE -CONSTRUCTION MEETING WITH RUNOFF DISCHARGES TO THE ADJACI_NT PROPERTIES. THE CITY OF AUBURN OFF.CiAI_S. 7. RIVEGI FATE ALL SLOPES AND DISTURBED AREAS AS SPECIFIED BY 3. ESTABLfSIt "CLERKING AND GRADING LIMITS" FOR THE SITE. THE "REQUII;EMENTS FOR EXPOSED SOIL STABILIZATION". 4. CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE AND FILTER FABRIC 8. CONSTRUCT NEW STORM DRAINAGE SYSTEM. FENCE AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY THE CITY g. CONSTRUCT NEW F14EMENT, OF AUBURN. LANDSCAPING, AND IRRIGATION SYSTEM. 5. DEMOLISH PAVING AS NOTED ON THE PLAN. S:\03\03060\Civil Building Drawings\C i-060.dwg I Drafter Name: A. MIOTKE I Plot Date: DEC 24 2003 09A f' Z5 1 Last Modified Date: DEC 24 2003 09:48:18 1 Submittal: REVISION 3 PARCEL #2721059087 � SITE PLAN NORTH EXG� FH C PARCEL #27210590f9 \ 40\ • 2721059033 2721059160 2721059040 2721059161 2721059041 2721059043 2721059049 2721059091 STORM MANHOLE O m `� o L""n • M STORM CATCHBASIN ■ 0 SANITARY SEWER MANHOLE W (J WATER VALVE FIRE HYDRANT TELEPHONE MANHOLE 0 z POWER VAULT n .< STREET LIGHT rl r WALL MOUNTED LIGHT+ �+ W UTILITY POLE -0 ~ FOUND CASE MON GAS METER GUY WIRE ANCHOR TELEPHONE JUNCTION BOX X ROOF DRAIN 0 o POWER POLE W/TRANSFORMER p �' N UNDERGROUND POWER SIGNAL POLE ��•J 2 --__ ABBREVIATIONSLO U, BLC - BUILDING CORNER MH - MANHOLE z C — — — — — — C - COMPACT MJ - MECHANICAL JOINT o CB - CATCH BASIN OH - OVERHfAD CL _ CLASS PL _ PROPEI'TY LINE 'W m Z — — CO CLEAN OUT R RADIUS ,� cc — D - STORM DRAIN RW - RIGHT-OF-WAY OX © m DDCV - DOUBLE DETECTOR CHECK VALVE SS - SANITARY SEWER o _ DI - DUCTILE IRON SO FT - SQUARE FEET —_ ✓ - __ �\ _ , , , DS - DOWNSPOUT S/W - SIDEWALK v D/W - DRIVEWAY TC - TOP OF CURB EL - ELEVATION TP - TEST PIT ESMT - EASEMENT LINO - UNLESS NOTED OTHERWISE M EXG - EXISTING FD - FOUNDATION DRA I N FDC - FIRE DEPT . CONNECfi I ON W - WEST H rD FF - FINISH FLOOR E - EAST P ay c^ FH - FIRE HYDRANT � N - PIORTI t ""'-~----- FL - FLANGE JOINT HC - HANDICAP NW - NORT1AESI PARCEL #2721059093 ""`--- IE - INVERT ELEVATION S - NOR1, ES1 _ LF - LINEAR FEET NE ------ LS - LANDSCAPING SE - SOU],'EAS1 UTILITY CONFLICT NOTE; THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON SHEET INDE THESE PLANS OR NOT, BY POTHOLING THE UTILITIES MID SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 C 1 - SITE PLAN AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS C2 - TESC PLAN OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WIIETHER C3 - GRADING dt DRAINAGE PLAN OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS C4 - DETAILS PLAN 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. la RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE COMTRACTOR'S CONSTRUCTION RECORDS. 1[ 01 CONFlRMED BY CITY:; 0 3 PROJECT REF: ADD03-0027 lllSE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBM ENGINWW DIVISION'S REQUIREMENTS GP ►-e-o1 Approved By. - - . Date Approved: ! �✓O 31741 'p C! STE4, \k. S�oMx L E EXI�RES 12/13/i DATE 7-11-03 DRAWN MC CHECKED DD JOB NO. 03C60 SHEET NO. C OSID /7 76 _4. -m- 1 X 404. F ti�1F 0 � q () F -n 17 D D D D D D EXG 15" 0 CMP STORM 396 A REMOVE OR ABANDON 4 EXG DOWNSPOUT LINE rfJ �_D —D D ol EXG 15" 0 CMP STC 280 LF .# Cy- 8 044. ro �R `''5 S6, o/ / 1s . CT ro #`sr CAP /,w EXG GREEN HOUSE Y r. l v y% C J'. TESC PLAN I " 7 '30 F, 401.4 GRADING AND EROSION CONTROL NOTES 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES. THESE FACILITIES SHALL BE MAINTAINED, AND UPGRADED IF NECESSARY, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM. 2. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY THE CITY. 3. THE DETENTION (RETENTION IF INFILTRATION SY-TEM IS USED), SEDIMENTATION AND EROSION CONTROL FACILITii_S DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL QRAINAGE 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. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL FILL SITE CONSTRUCTION IS COMPLETED. AFTER CITY APPROVAL, THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ALL TEMPORARY FACILITIES. 5. 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. 6. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN THIRTY DAYS SHALL BE STABILIZED WITHIN TEN DAYS. FROM OCTOBER 1 TO MARCH 31, EARTHWORK AC IVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MHWZE 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 SEVEN DAYS SHALL BE STABILIZED IMMEDIATELY. 0 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 SHALT. 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 CONSTRUCTION STANDARDS MANUAL. COPIES OF THE ABOVE DOCUMENTS 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. PRIM 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. UTILITY CONFLICT NOTE RECORD DRAWING CERTIFICATION t. ; ;�� .1�...a- THE CONTRACTOR SHALL BE RESPONSIBLE FOR VEWYK THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE DRAW40S CtONFCtM TO THE THESE PLANS OR NOT, BY POTHOLK THE UTILITIES AND SURVEYING THE CONTRACTOR'S CONSTRUCTION RECORDS. HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. 0 Q cr. o Q DUST CONTROL NOTES: cA � V 1. CONTRACTOR SH CL MINIMIZE THE PERIOD OF o� d 0 Z SOIL EXPOSURE USE OF TEMPORARY GROUND Q COVER AND OTHER TEMPORARY STABILIZATION SUCH AS SEEDING AND MULCHING, AND r� J -j 00 EROSION BLANKETS. N U 2. DURING CONSTRUCTION AND DORY WEATHER, \ SPRINKLE THE SITE WITH WATER UNTIL SURFACE 0= V) re AREA IS WET. REPEAT THE PROCESS AS NEEDED N DURING THE DAY. W 3. ALL TRUCK MUST USE THE CONSTRUCTION u- ENTRANCE AS SHOWN ON THE T.E.S.C. PLANS TO PREVENT CARRYING MUD INTO STREET. W 4. DURING CONSTRUCTION, ALL PROPERTIES AND d 0 ALL PUBLIC STREETS ADJACENT TO PROJECT Z WHICH WILL BE USED BY CONSTRUCTION F- ono TRAFFIC SHALL BE KEPT CLEAN OF ALL -j MATERIAL DENS RESULTING FROM 5 ON -SITE CONSTRUCTION. Z N 0 REQUIREMENTS FOR EXPOSED-- SOIL STABILIZATION 1, SEASONAL REQUIREMM: m DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED W d ACCORDING TO THE FOLLOWING SCHEDULE OR EXCEPTED IN THE FIELD WHEN IN THE JUDGEMENT Of THE BUILDING OFFICIAL OR THE OFFICIAL'S REPRESENTATIVE, SUCH SCHEDULE IS NOT WARRANTED: FROM APRIL 2 TO SEPTEMBER 30 , ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN 0 to UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN Q '[C w 10 DAYS. > U FROM OCTOBER 1 TO APRIL 1, ALL EXPOSED SOILS AT FINAL Cn V) c ') o GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR �- TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER W THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS Q U THAN 5000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE Z <L THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. J W 0 j 2. STABILIZATION METHOD: HYDROSEEDENG & MULCHING m r� �c A. TIME OF PLANTING - DURING THE TIME PERIOD BETWEEN APRIL 1 THROUGH ENE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31. (NOTE: IF PLANTING BETWEEN JULY 1 AND AUGUST 31, IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN NOVEMBER 1 AND MARCH 31, MULCHING WILL BE REQUIRED IMMEDIATELY AFTER PLANTING.) 0 B. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT NOT COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING SURFACE I ROUGHENING. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT Cl ANGLES TO THE SLOPE AND PREFERABLE "CAT WALKED" UP SLOPE. M Z C. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. W DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST USE NON -PHOSPHOROUS FERTILIZER. D. SEEDING - APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED BED AT A RATE OF 120 LBS/ACRE: PROPORTIONS PERCENT PERCENT NAME BY WEIGHT PURITY GERMINATION () LAJ REDTOP(AGROSTIS ALBA) 10% 92 90 ANNUAL RYE (LOLIUM MULTI'FLORUM) 40% 98 90 tzi In CHEWINGS FESQUE 40% 97 80 (RESTUCA RUBRA COMMUTATA) In (JAMESTOWN,BANNER,5HADOW OR KOKET) g AS WHITE DUTCH CLOVER 10% 96 90 (TRIFOLIUM REPENS) E. "HYDROSEEDING" APPLICATIONS WITH APPROVED SEED -MULCH - FERTILIZER MIXTURES MAY ALSO BE USED. z F. MAINTENANCE - SEEDING SHOULD BE SUPPLIED WITH ADEQUATE MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY II1 o , ABNORMALLY HOT OR DRY WEATHER, OR OWN ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. o F .Q 1 E y, INADEQUATE AMOUNTS OF WATER MAY IE MORE HARMFUL THAN NO 0:� w ¢ m a WATER. IS L INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 D T EN OLING ALL EXISTS UTILITIES AT LOCAPONS . DATE.- 0 TIL INGS TO PHYSICALLY VERY WHETHER NOT TS OCATIONS OF SAID UTILITIES AS TTTLE/POSDTION: T S AR GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. CONFIRMED BY CITY: DAIE:.� � S TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. AA PROJECT REF: ADD03-0027 TWSE PLANS ARE 'APPROVED" FOR CWD)RMANCE WITH THE CITY OF AUBURN ENgNEERNG DIVISION'S R€%VWM rN'rS cr i-e-•q AWoted 0*. Date Approve& EicIS i z/� 3/ DATE 7/1 1 /03 DRAWN MC CHECKED Qp JOB NO. .030uO SHEET NO. C 2 S:\03\03060\CIVIL-DWGS\C2-060.dwg Drafter Name: A. MIOTKE I Plat Date: DEC 24 2003 09:51:28 1 Last Modified Date: DEC 24 2003 09:51 20 1 S al: REVISION 3 OrDI774 t 2 ( \ 39 , 1 00 _ r I 0 CMP STORM D INSTALL NEW HAND HOLES AND n i RE-ROUTE ELECTRICAL CONDUIT . .. AS REQUIRED. ELECTRICAL PERMIT . TO BE OBTAINED BY CONTRACTOR 39$.08 +397. O CONSULT OWNER BEFORE 2++3s7.s5 B DOING ANY WORK ON THE UNDERGROUND POKER LINES FROM UGP u�e=3A25 STEEP r .9.25% 140 LF BIOSWALE 01 �O c 398.8 ++ +398.42 - I 398.28 4r3' S1:IBAGK_FROM a , TOP OF STEEP SLOPE' EXG 15" 0 CMP STORM ;l _....CB t0. 5'-6' DEEP P j GP INSTALL NEW 9c--� UG UG ""� X H 399.52++ +399�14 --P �}GP �- +400.07 39914 �P UGP UGP CB OVER EXG SD LINE V' I., UGP � UGP UGP UGP UGP UGP vG UGP UGP UGP UGP UGP UGP UGP UGP UrP , ...- _- f P - UGP P CONTRACTOR BOl TOM `-� 1 EL= 389.2 3 1 X � 398.79 / TO VERIFY DEPTH . � -._. _ � � +397.44 ~- '� { AND LOCATION. MH+ UGP 1 x 0 pQN� +396.65 ' 44 33++3+400.09 400. / �� 395.81 \ / �P 25 LF 8"0 „SDR35 389.20 *395.1 s O 0 } PVC @ 1.8% NEW PLAY AREA x 39 �..---� GRADES K-4 94F 12*0 SDR 35 PVC 00.37 EL=395-68 58 LF 12"0 SDR 35 PVC 0 0.3% ,�' � - - - `� 112 LF 12" 0 SDR 35 PVC 0 03 GH 4 IGH 127 LF 12"0 SDR 35 PVC 0 0.3 P +401.03 �- J+3 6.53 +397.21 " POINT CB 8 +399. Q 44 LF 12 o SDR 35 PVC 0 0. +398.8 } CO - - -- �P + 04 2 +398 2 . ---'� 1 DS +4 + 1.06 � -� a. +397.69 .�....D -� -CO�5---`� -- --- 78 LF 12"0 SDR 35 PVC ® 0.37 1 0 CO CB 10 r 4"0 SOLID PVC 1 9 I CO +40 94 _4. 1 CB 10 o 98.1 -.--0 --"_" " p�AY Co DS SHED AS �avu +397.56 EXG NE C S 4 0 SOLID PVC 0 1% p LE o NEW 5 GRADES -8 W RAND CHUIR ADDITION __ S I S �, • D -"' II � I 401 • 6 400 84 8 ---1 w FT. SEVdER "_ _ -- 6,52U SQ EXG 6 S �S II I F JI PHASE it PARKING S ---- , _----- » W R 4"0 SOLID PVC 0 1% LOT EXTENTS EX DS II I 5 I 40 LF 12"0 SDR 35 PVC 0 0.3% MATCH EXG G 401 PIPE CO o D Co N � VERIFY THAT EXISTING P -- - � -j „ SEWER & 1 /2 FOR THE EXG 6 EXG � - TS D ----- REQUIREME c0 6"� SOLI© PVC 1% R LINES MEET THE _-___.-------.I WATE -- -j ppVED co PLUM �IRMIN ODE. 0- 2.38++ + 1 3 OF THEE IF NON- 3 I 4Q1 6 2.3 ..._ REPLAC YARD DRAM 2 II EXG I -I I It � A -GRADES K- 4 PER DTL 5/C4 GB 3 CATCH BASIN SCHEDULE CB CB TYPE RIM ELEV IE DETAIL REMARKS CB11 TYPE 1 400.61 397.94 GRATE CB 2 TYPE 1 403.80 397.65 GRATE TYPE 1 401.51 397.65 GRATE TYPE 1 402.00 397.33 GRATE TYPE 1 401.00 397.21 GRATE J TYPE 1 401.40 396.98 GRATE TYPE 1 400.30 396.70 GRATE TYPE 1 399.00 396.32 GRATE TYPE 1 398.00 395.98 GRATE C8 10 TYPE 1 398.00 395.85 GRATE B 11 TYPE 1 393.00 388.75 GRATE H 1 TYPE 11 - 48 395.50 389.20 1 C4 SOLID LID 0 EXG gL_DGS- (3) PLAY ARE INSTALL CLEAN -OUT C.O. D 8 ��Q sQ• FT. EXG PER DTL 6/C4 I FOUNTAINS (TYP. 11 TIMES) G6 1� I 50 LFEU� SDR 35 PVC 0 0.64% I xh 402.4 H(v PHASE II ADDITION (TYPE I gfo USE Exis rING I C. �- _ _ ._._r_ --� 5 BI.DG• 106 LF 8"0 SDR 35 PVC 0 0.37. SCHOOL/ADMIN - w o 18,350 SQ. FT• • p,\��. - FF= 0-7 LF 8"A SDR 35 PVC A 0.3X 401.94' ua Y -- CB 2 Cl --- �' UNL-pAD vcP,i INSTALL CAST IN -PLACE - ti AR� COAL% v 15 p CONC CURB P DTL 3 JC4 P cP 24 N - � A J 03 + ,�1 ADEMY -_ GRADING & DRAINAGE PLAN NORTH U I ILI I T UVNt Llt; I NV I L; RECORD DRAW CEIiiIr- 110N THE C04RACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, THE DRA"4GS CONFORM TO THE DIMENSION, AND DEPTH Of ALL EXISTING UTILITIES, WHETHER SHOWN ON CONTRACTORS CONSTRUCTION RECORDS. THESE PLANS OR NOT, BY POTHOLING THE UTIU"ES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION 1."m TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 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 TIILE�POSITION: SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. If CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. CONFIRMED BY CITY, TE: S TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. Q o� N 0 z Lo00 N (� z z 7, 3 to zo"i z °N 0 ' o ._.. U Z tY m C13 L1J Q m W W V) o w U Q o m NO W C.� 46 •c Q C� p Z -�C f' ) a ► _ C1! o p cv b F: t c� V) r 52 O Z 4 a a E iP 17 F EXPIRES 12 I3 GIR! PROJECT REF: ADD03-0027 DATE 7 / 11 /03 THESE PLANS ARE "APPROVED" FOR DRAWN / MC CONFORMANCE VATH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS ct ,_ •_04 CHECKED DD Approved By. QAWU�,JOB NO. 03060 Dote Approved: SHEET NO. C 3 S:\03\03060\CML-DWGS\C3-060.dwg Droner Norne: A. MIOTKE I Plot Date: DEC 24 2003 10:01:19 1 Lost Mo(Wied Date: DEC 24 2003 10:01:14 1 Submittol: REVISION 3 OC ID1776 °a- 1 _.m PIPE SUPPORT 3" X 0.090 GAUGE STEEL STRAPS BOLTED OR EMBEDDED 2" IN WALL SPACED AT 3' MAXIMUM, TYP SEE NOTE #3 2' MIN 390.11: ELEV 493: ' IN 390.05- 100-YR WSE-992'613; 389.76, 25-YR WSE-,"2-4Fr 389.44' 1C-YR WSE-39F's- 388.W 2-YR WSE-39t-t 6" b 33gg��ggf' ELEV A 3Ei9�1� 24" FMIN 12"x12"x12" MIN, PVC TEE I W/REMOVABLE RUBBER GASKET 50 JOINT DISCHARGE TABLE 2-YR 9.2i GFS 0.28 CFS 10-YR @42 GFS 0.67 CFS 25-YR 1.09 -GF9 0.90 CFS 100- YR 1 64-= 1.18 CFS 398 ND SOLID COVER MARKED dN". LOCKABLE UNLESS RWISE APPROVED BY THE NEER 2",4",6",12" ^,...1� GRADE ADJUSTMENT RING 18"4 OIL1% SEPAR 24" ELEV395•:5381-, 6" AgJ�1STMENT PRICK$ ((4 Mi�6 MAX)) r_J'` '-I--Z i I I EL EV ISEE JOIN DETAIL I I SEE NOTE #5 ELEV INLET 389-4�� ' I I 12' TYP I E 383.8.81, 24" MIN ELEV 385.2' RESTRICTOR PLATE WITH ORIFICE (2-3/8.0) ELEVATION VIEW JOINT DETAIL NTS IE1R MISER = 0.40' GASKET NOTES 1. PIPE SIZE AND SLOPE PER PLAN 2. ALL METAL PARTS MALL BE GALVALUM, STAINLESS STEEL, OR PVC. 3. FRAME (LID OPENING) & LADDER/ STEPS SHALL BE ROTATED SUCH 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 1/4" LESS, TYPICAL. PIPE PENETRATIONS MAXIMUM HOLE SIZE, 36" MINIMUM DISTANCE HOLE TO HOLE, 8" MAX PIPE HOLE SIZE 0 90', 28" INCHES/DEG INAER DIA, 0.419" INCHES/DEG OUTER DIA, 0.506" ADS N-12 PVC (SDR-35) P' a Size Hole Size P' a Size Hole Size 4 7 4 7 6" 12 6 12 8 12 8 12 10" 16" 10" 16" 12 18" 12 16 15 20 15 20 18 24 18 24 21" 26' 21 26 24 32 24 28 .N 42 27 32 36 '0.30 36 42 54" 36" 42" 48 60 DUCTILE IRON CONCRETE PIPE Pipe Size We Size P' a Size Hole Size 4 7 6" 12 6 12 8 12 8 12 10 16 10 16 12 20 12 16 15 24 14 20 18 30 16 20 21 32 18 24 24 36 20 24 27 38 24 28 30 42 30 36 36 48 36042 42 54 /56 42 48 48 64 48 54 54 72 54 60 60 78 72 92 1 48S' TYPE II MANHOLE - NOTCH WEIR CONTROL ST C4 J SCALE: 1" = 3' 14.4'.... .... y'` :: :y87'-J :..:::::. 14.4 .. 4' 6� 4' S 4 , ...... . .. 396 2 ij\/j. 3 ...yy . . . . . . . . . . . . . j j\ . /�� j��/�� ! " . ... ...... . .. .. . ... ... .. ...... .... .... 1 l�\��\� 1::1 \/� . l //. .. . �\ ... . . . . . . . . . . ......... . ... : '�/ �//.��/.. . ' . . . 394 .. 3 ��` .... .390.05 . .. \�. .... . 100- ' YEAR :MAX: WSE 0 '.E. LEV.'.'. 31+=fir- 1. /�� �j ,— ..... ::: -MI%j'. ..::..:.... 1........ .... �� 392 �� ..,.. .I..,.... \ ...... ::::..... ....... ..I ......::: :..:.... .... ..'........ .. . ....... . . . . . . . . . . . . . \/� . . . . . ... . .. .. . . . . . . . . . . . . ......... .::'.:: :....... .:...:: if��..:. .... .. ......::: :: �\ 390 _......... .... ' ......... ..... .. ...... .. .. :. : ' .. ..: . ......... ...... 388 A DETENTION POND PROFILE C4 SCALE: (H) 1"= 20'; (V) 1"= 2' 398 396 SUB -BASE 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. " GRADE 1" DOWN EXTRUDED CONC. CURB 5 1/2 1/2" FROM TOP OF 1 /2" CURB. 2" CLASS "B" -'" _ A.C. PAVING �1T)�-1lT_I7 SLOPE 6 -- R014DE 1'-0" LEVEL D AREA WHERE GRADE SLOPES DOWNWARD OUTSIDE a OF PAVING 4 �°� _ a ,;� oo S _ . -�i-r1- -r-r— -= 2" LEVELING TOP I I I� COURSE COMPACTED TO 95% PROCTOR - SUBGRADE SOIL. 4" BASE COURSE SEE NOTE COMPACTED TO 95% PROCTOR 2 C4 NTS AND 2" ING S. 4" CONC WALKWAY EXPANSION JOINT (20' o.c.) DUMMY JOINT (10' o.c.) Y4" CHAMFER A : 12 SLOPE A.C. PAVING SLOPE V, WHERE OCCURS a - - I II An c d ° I F// ) #4 CONT. --�g" 12" MIN. CLASS "A" FILL—/ -- COMPACT TO 95% - CONCRETE SHALL HAVE 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI AND 5% AIR ENTRAINMENT - REINFORCING SHALL BE PER ASTM A-615, GRADE 60 . 4 CONCRETE WALKWAY C4 NTS 4': ...61..: 4'::::: g' : 4}..... :::::: : .:100-YR - WSE 777777 -:WQ: WSE::: . . . BIOSWALE DETAIL C5 j SCALE: (H) 1"=10'; (V) 1"=1' CAST -IN -PLACE CONCRETE CURB r 1/2" CHAMFER TYP. PAVING PER PLAN A I 6" o °O D: O o 0 o O.'.o .0 o (2) #4 CONT. COMPACTED SUBGRADE - CONCRETE SHALL HAVE 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI AND 5% AIR ENTRAINMENT - REINFORCING SHALL BE PER ASTM A-615, GRADE.60 A 3 CAST —IN —PLACE CONC CURB C4 NTS 8"0 ID CAST IRON RING & COVER 3000 PSI CONCRETE COLLAR THREADED PLUG -� 2'-0" SQUARE GRATE SIZED TO FIT BELL -END OF 15" ! PIPE FINISH GRADE FIBER JOINT PACKING1' SEWER PIPE I 3000 PSI ENCASEMENT . MIN 4" THICKNESS KNOCK OUT HOLES IN SEWER PIPE i CONCRETE PIPE LARGE0"o ' j ENOUGH TO ACCOMMODATE INLET p AND OUTLET PIPES. PATCH W/ NON -SHRINK GROUT. 15"0 BELL -END j % ::,:•.;..• .. : • :,,. ': \-PLUGGEDED CONCRETE PIPE L X (IF END OF NE) SEWER PIPE WYE YARD DRAIN 6 6" & 4" SEWER PIPE CLEANOU 5 C4 NTS C5 NTS BIOSWALE PLANTING SCHEDULE 75-80% TALL OR MEADOW FESCUE 10-15X SEASIDE CREEPING BENTGRASS OR COLONIAL BENTGRASS �5-107, REDTOP 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 ® 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 DRA0ANG CERTIFICATION DRAWINGSTHESE i O„ CONTRACTOR'S! fRECORDS. .�� DATE./ TITILE/POSITION: CONFIRMED BY DATE: 3- f� Q U CA ace � Z Q Fc. U N all w w Z 0 Z W T d r� rok J °O > a' 000 Z 0 cy— F_ '7; m W 4 .a! L_LJ --J -`—I — LAj O O w Q } t ry Ld Q w W —I o 5� 1 AA PROJECT REF: AIM3-0027 T11ESE PLANS ARE "APPROVED" FOR CONFORMANCE W1111 HE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS CP 1-6-014 Approved By.f-It, , - � ...�.. r Date Approved: /ha /go W S LO cry w V O °JOE O D -I SHEET NO. C4 S:\03\03060\CIVIL-DWGS\G4--060.dwg I Drafter Name: A. PAUL 1 Plot Date: OCT 12 2004 16.11:30 1 Last Modified Date: SEP 28 2004 16:21:07 1 Submittal: REVISION 4 -I.- 1 PIPE SUPPORT 3" X 0.090 GAUGE STEEL STRAPS BOLTED OR EMBEDDED 2" IN WALL SPACED AT 3' MAXIMUM, TYP SEE NOTE #3 2' , 25 YR NSE-392.25' 2-Y R WSE-391.75' 6" M ELEV 389.20' 24" FMIN 12"x 12 "x 12" MIN, PVC TEE MOVABLE RUBBER GASKET 5" DISCHARGE TABLE 2-Yid 10.24 10-YR 0.72 CFS 25-YR 1.09 CFS 100-YR 1.54 CFS ND SOLID COVER MARKED 1IN". LOCKABLE UNLESS ERME APPROVED BY THE INEER 2",4",6',12" —n� GRADE ADJUSTMENT RING 18"4 FOR OIL/WATER SEPARATION 4" 6" 6PRMICAKX� I I I (_ELEV 1 391.80I � SE NOTE #5 E E ,� 'I DETAIL ( ELEV +—NLET9.� ELEV 387.2' 12* TYP 24" MIN ELEV 385.2' RESTRICTOR PLATE WITH ORIFICE (2-3/8"0) ELEVATION VIEW 8" TYPE II MANHOLE - SCALE: 1" = 3' ,QINT DETAIL Nls -%M 1. PIPE SIZE AND SLOPE PER PLAN 2. ALL METAL PARTS SHALL BE GALVALUM, STAINLESS STEEL, OR PVC. 3. FRAME (LID OPENING) & LADDER/ STEPS SHALL BE ROTATED SUCH THAT RISER IS VISIBLE FROM TOP, LADDER/ STEPS FUNCTION IS CLEAR FROM RISER, FRAME IS CLEAR OF CURB. 4. K METAL OUTLET PIPE CONNECTS TO CEMENT CONRETE PIPE, IT SHALL HAVE SMOOTH OUTSIDE DIAMETER EQUAL TO CONCRETE PIPE INSIDE DIAMETER OR 1/4" LESS, TYPICAL. PIPE PENIETRATI NS MAXIMUM HIKE SIZE, 36" MINIMUM DIST*4CE HOLE TO HOLE, 8" MAX PIPE HOLE SIZE A 90', 28" INCHES/DEG INNER DIA, 0.419" OVERTOPPING WIRES/DEG OUTER DIA, 0.506" WEIR RISER = 0.46' GASKET ADS N-12 PVC (SDR-35 P' >ize Hole Size P' a Size Hole Size 4.. 7 4 7 b t2 6 12 t' —_ 12 8 12 10" 12' 16" 10 16 18 12 1S 15 20 15 20 18" 24 18 24 21" 26" 21 26 24 32 24 28 30 42 27 32 3s as o 3s 42 54 38i1T 42 a— 600 DUCTILE IRON CONCRETE PIPE Pipe Size Hale She Pipe Size Huts Size 4 7 6 12 6. 12 8 12 8 12 10 16 10 16" 12 20 12 16 15 24 14 20 18 'N 16 20 21 32 18024 24 36 20 24 27 38 24 28 30 42 30 36 36 48 36 42 42 54 56 4r 48 48 64 48 54 54 72 54 60 60 72 9z STRU 398 :14.4'. .. ::::... 87' ` :::::::.. L-` 14.4' .. 4' ,6� 4' 8' 4' ... ....... ..... ..... ... .... .. .... 396' _ r r 3 ,, y ......... ...... ......... . ................... ....: : ..... ......:.. ........ ..... ... .. . ...... ... \ ......... ....... \\\j ` 394 .... ... .... /i ......�, .. .... . \�, 3 //� ::.... '.. .:::: . 100 : YEAR :MAX :11If 4 : ELV4 :393.13' 1 :: : \, ...... ..::::::: :::::: . .... ......... ... ../.. �\ 392 ......... ......... .1....... :::..:: ':. ....::: ...... :. ... . ......... .....::.. ......... ......... : :... 390 '.'.':: . ::�ff�:.:: :::::::.. ............. :::::::f:::: :: ............... ......... : •.POND.:BOITOM .':. ....: 4/ . .. , .... ......... .. . ........ 388 a DETENTION POND PROFILE C$) SCALE: (H) 1"= 20'; (V) 1 = 2' SUB —BASE 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 5 1/2" GRADE 1" DOWN FROM TOP OF 1/2" 1/2" CURB. 2" CLASS "B" A.C. PAVING .�-err=Tii SLOPE OVIDE 1'-0" LEVEL AREA WHERE GRADE SUES DOWNWARD OUTSIDE OF PAVING a„w Q8 2" LEVELING TOP t:RADE CACTED TO 95X PROCTOR SOIL. 4" BASE COURSE SEE NOTE COMPACTED TO 95% PROCTOR 2 CURB AND 2" PAVIN C4 J NTS 4" CONC WALKWAY EXPANSION JOINT (20' o.c.) DUMMY JOINT (10' o.c.) Y4" CHAMFER � 14 : 12 SLOPE A.C. PAVING %QIPE VARIES WHERE OCCURS (2) #4 CONT. (6 � 12" MIN. CLASS "A" FILL --{�-- COMPACT TO 95% - CONCRETE SHALL HAVE 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI AND 5% AIR ENTRAINMENT - REINFORCING SHALL BE PER ASTM A-615, GRADE 60 4 CONCRETE WALKWAY C4 NTS 0 q':: ' : 61 : : 4�.: :: g1. : 4':. :: ........ . .. ::100-YR •WSE 2 . A//A ., ,A/. ....... !\ \ 1.:. ��\,� �� ...... \j.... ::Q: WSE:: : jam . ' ........ . Nv .... ......... ......... ......... %�/:.... . ......... ..... BIOSWALE DETAIL C5 SCALE: (H) 1 "=10'; (V) 1 "=1' CAST -IN -PLACE CONCRETE CURB r 1W' CHAMFER TYP. PAVING PER PLAN i ©.o o ": o. o •'®•; o• o o ° 0 0 ° o. ° ° + (2) #4 CONT. COMPACTED SUBGRADE —/ p 3 CAST—IN— C4 j NTS GRATE SIZED TO FIT BELL -END OF 15"0 PPEi— FINISH GRADE KNOCK OUT HOLES IN CONCRETE PIPE LARGE ENOUGH TO ACCOMMODATE INLET AND OUTLET PIPES. PATCH \ W/ NON-SHRW GROUT, 15 0 BELL -END CONCRE TE PIPE 5 YARD DRAIN C4 NTS BIOSWALE PLANTING SCHEDULE 75-80% TALL OR MEADOW FESCUE 10-15% SEASIDE CREEPING BENTGRASS OR COLONIAL BENTGRASS 5-107. REDTOP U I ILI I T I VNI` Lk I NU I L: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VE THE LOCAMON, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHO" ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYW THE THE H01RQONTAL 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 ENtt1INIEERING, INC. TO RESOD ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. La - CONCRETE SHALL HAVE 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI AUD 5% AIR ENTRAINMENT - FEINFORCING SHALL BE PER A )TM A-615, GRADE 60 8"0 10 CAST IRON RING & COVER 3000 PST CONCRETE COLLAR THREADED PLUG —� FIBER JOINT PACKING 3000 ,PSI ENCASEMEN' 2'-0" SQUARE Rva/,m MIN 4 THICKNESS 6 C5 # # T. Z N17 • ... , (— SEWER PIPE j PLUGGED END (IF EFL OF LINE) SEWER WE WYE 6 & 4" SEWER PIPE CLE NTS a Q o U H F- ti® � d Z J00, it to f U N _ I gD t� W `n Z 0 8 C9 z Z T Z CG ri Q i` r .~J > rn Go V) 0N U z CD LAJ Q M Ld �1 ._j r LA_jCW Lil V) V) 0 Ld U Q W O o ;M M J w co V) o c' ca a oc w ce O p fJ 31741' l2 0r EXPIRES 12/13 PROJECT REF: ADD03-0027 DATE 7/ 11 /03 THESE PLANS ARE "APPROVED" FOR DRAWN �� CONI' MANGE WH 'iHE CITY OF AUBURN ENGINERM DIVISION'S REQUIREMENTS CHECKED cp ►-s-o4 DD Approved By. �.,.,�.� JOB NO. 03060 Date Approved:� SHEET N0. 4 S:\03\03060\CML-DWGS\C4-060.dwg Drafter Name: A. M10TKE I Plot Date: DEC 24 2003 10:02:49 1 Lost Modfied Dote: DEC 24 2003 V! 02:44 1 Submittal: REVISION 3 / PLANT LIST BUENA VISTA r� Trees: � � 1 Shrubs: T-1 Cornus "Eddie's VVbite-- E rL' -- S-1 Berberis verru 5 Acer japonica / S-2 Piens j I a / 1 T" Garrya elliptica / S-3 ea macrophy!!a ) _ /'Ar -4 Betulus jacque ontii Himalyan Birch Enkianthus cam anulatus ` d-BLIP p S-18 % / / / / / T-5 Prunus serrul $-5 Juniperis squamata .BtGe Star S-19 � �. �- / T-6 Malus "AdirorYdack' -S-6 Ribes sanguineur;�''I�okey s Pink , S-2g _ � — -- — -' / / T-7 m Acer palmat San o Kaku � "" � `Emerald" S-7 Genista pilo„sa'' <Vancouver Gold' S-2 1 T-8 Thuja occide ntalis S-8 Sarcocge a ruscifolia S-22 � // /// T-9 Cornus'kou�a S-9 Leu c�thoe auxiltaris S-23 ` / T-10 Cercidphyllu�rn japonicum S-10 Rhododendron `PJM Elite' _ / ) 11 Liriodendron tulipifera S-11 /`Cornus alba','sibirica' S,2 T-12 Ater latanoi a `D b h' / i I l 5' WOOD FENCE � `% � � 19 -/rr U n AAA — / p s e ora 5-12 •Kerrla japonica S►-26 T-13 : Picea pungen S �3 Berberis thumber a `Attu ur a' T-14 -Fraxinus Amer Cana 'Autumn, Purple' ,,6-14 Berbers thrumbe gii 'Aurora S-28 NEW 510SWALE i .r t ........ ..•.. ...... ...... WALK _ �� EXIST. F3�AvED :�!:• "�' • PLA /COURT ............................. aJIVA .�.� / • :.;,: / LO p EXISTING PAVED w PLAY AREA r \ � 1G• WAS 1t�4G AREA 09 Gp' / U LA S AMD / A1@A •3 C,4 �APKA ♦ r r /r UZ Q NOTE: LANDSCAPING 15 NOT REQUIRE LANDSCAPING A5 ON THE FUNDS AVAILABLE BASIS. ;: .................... • • : s;,er;a�c�c ; - .,. ........................... Irl 1501-01, EXISTING PLAY AREA GRADES K - 4 EXISTING SCHOOL/ ADMIN. BUILDING .... I..... .•.•.•.•.•.•.•.•.•. :r0 icec ie�ro..caier 'S' WALK //rr/rrr/r//r//rrr/r/rr/r rrr /r rrr/r/rrr/r/rrrrrr/rrr rrr / rr//r///r/ r/////r/rr//// /rrrr/ rrrrrrrrrrrrrrrrrrrrrrrrr r/ r///r/rrrrr/AFrrr/////rr//rr ///rrr rrrrrrrrrrrrrrrrrrrrrrrrr rrr-�••i.c.�,�irrrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrr r rrrrrrrrrrrrrrrrrrrr rrrrrrrr 5, r/r//r//r/r///r/rrr/rr rrrrr/rr/rr/rrrr/r//rrrr/rrrrr//r/rrrr/r . (U,Q(-K rrrrrrrrrrrrrrrr rrrrrrrrrrrrrrr rrr rrrrrrrrrrrrrr. rrrrrrrrrr rrrrrrrrrrrrrrr�'������rrrrrrrrrrrrrrrrrr ��'� I ////r/rr rrrrrrrr//rr/r/r/ rrrrrrrrrrrrrrrrrrrr �� //rrrrrr/rr//rr„rrr rrrrrrrr — 5' WALK-TYP. *0 1 ' I Ferns: I F••1_ Polystichurrt munitl nantense 'Dawrn' I 1 Icea pungen `Globosa' Gras: Aicrobiota dec Bata / ;rica carnea 'Wirer Beauty' G-1 Carex oshime6sis 'Ever old ;osa x nola 'Flower\Carpet' G-2 Misanthus sin6nsis `Zeb 'yracantha :coccinea\Rutgers' G-3 Northwest La n `'Ix 1 ypericum \ scallonia x exoniensis `F' adesi' Ground erberis thunbergii `Aurea1' uonymus japonicus 'Aurea-rnarginata `Golden' GC —1 Lysialchia'nummularia ' ur ' iburnum Davidi j _ GC ---2 Rubus calycinoides `Erne Id uonymus japonicus 'Micdophyllus' / iniperus scopulorum rilionii' a Creeper'Iniperus horizon alis I \ 1 I 1 I I EXIST'G. BLOGS. (3) I ' EXIST'G. -CLASS PORTABLE ' EXISTING GRAVELED ... AREA r//rrr 5' WALK + /rrr/rr rr/r/rr 3 Perennials: P-1 Phormium . uP-2 Chrysanthemum -variety rlP=3 Hemerocallis `Stella de Ora' Iris siberica ,;P '5 Hostas P-6 Helebores -P-7 rtBerginia P-8 Epimedium P-9 P-10 Stachys bysantina p EXISTING �I GREENHOUSES I r I / � r w I � I ,, �cAl \ I 1 �►�vc/rr/rrr/rrrrr//// // U / \ I I rr71vAW '?A�,�Lrrr/rrrr// Al -1-7 -77 7r�"/rrrrr IJ �y r///fT rr/r rrrrr//r/r \ I I I r/r r r//r/rrs►,� /rr// \ -o OJEC g WILL P BE MPLEM ED,ON AT. HOW6V , \\ F— / I- j,•,_AN LEGS D "-- LANDSCAPE MASTER FLAN = PHASE 1 SCALE: 161 = 30' 4 1 CARS LOAD -UNLOAD EXISTING 24' DRIVE ••-►' CB CARS L _G.GLr r EX15TING LANDSCAPED AREA NEW LANDSCAPED AREA c� g i� a N 16= O 0 000 C� C� CO I n � C� p 00 L7 c -0 Lc) CN >M Q Z W Como UJ . j -� o W O c3 uj D in Z W Q � ca W W z Im a 5 I� SHEET E 0@ MA PROJECT II= 4301 0SD1771. 16) 8 Q� o� come O® OL cc C:)Lm a cc== 0 O oo X co 00 C Ln \✓ >m a: z W W _.1 J O e� W o MTM Fm U c <t Z w m a W 5 IL a i0` t,� 4 H z a IL o. 0 DKA PROJECT #: d'301 FSmIDI=77& O CV z 0 LC. cn-7 a o Q ao N U) CD (DO Qo r-- � Q I x r-6 o 00 r� O -o Ln CLQ� Q F- z W Oo W J J o � W 0 Q = � Fm (� co CO Jf� � Q Q z W M m z W5 IL °' z a 3NEET #: L 02 DKA PROJECT # dl Onl O O Q (x o� w N � CD O 00 c o f�.. � Q � 0 00 � p —Z3 �C7 � Q N Q F— z W W J o rM ..J Wo E- CU 9M CD a > Q Z W D m z it 5 a z a SHEET #: 0 DKA PROJECT 4301 d' r z / ZS � -- e, p -- 8 n Z 0 o� c� o� a ca N 6C::) CD e co r-- o 00 I x p 00 Q -� N a f- z W 0 W� J 0 m� W o cc cr) CI3 Q z W m z W UA F d. 06 SHEET #_ 0 DKA PROJECT #: 4301 ?r , / 2 -5- -t 1.3 /_? 300 LOT C LOT D 0 EXG FH P_ 3'\0 LOT E 3g50 DETENTION POND i LOT t• t:.�; �' tit fit:' s',t.y!• , M t� 1� 6 'v• 4t � , ,T at portion of the North west-Ouarter of Sec. 27, Township 21 N, R6nge-\,5 Egst, WM, in ' County, Washington, described as follows: Beginning at the Southeast Corner of the Northwest Quarter of said Sec. 27, said point marked by a concrete monument set by Mr.Forbes, Surveyor in 1947; thence N 1' 14' E. 198.03 Ft. To the NOTES: 1. THE GRADING PERMIT FOR THIS PROJECT ALLOWS ONLY SITE GRADING, THE CONSTRUCTION OF STORM SYSTEM IMPROVEMENTS, AND THE CONSTRUCTION O QNSITE PAVING AS SHOWN 0 THESE PLANS LEGEND NEW GRAVEL PARCEL #2721059006 true point of beginning; 9 nh thence continuing N .; thence E along the 2 EXISTING STREET PARKING TO BE PHASED OUT \ East line of said Northwest Quarter 641.69 Ft.; thence N 88'46" W. ;�i�`•- ��•�'•�: •y`M'' EXG GRAVEL \ 270 Ft.; thence N 69'05'06" W. 380.21 Ft.: thence S 9'26' W. Y::�;'•;•i�;:;. �' 475.60 Ft. To the Northerly right of way line of S.E. 356th, said point being 20 Ft. North of the centerline of said street; thence Southeasterly on said right of way line on curve to the right whose center bears S 21'27'29" W. 2018.02 Ft., an arc distance of NEW ASPHALT 115.36 Ft.; thence continuing of said right of way line and its Easterly projection S 65' 16'E. 642.05 Ft. To the true point of beginning. EXG ASPHALT \ C9 J Q 0 CA tt� D Z S o0 N C) flo W (��ILnnC—^nn7_ z U 5y 4 t T Z t(8 o C* VICINITY MAP M ..•t. `• s ; ;.;.:f NEW CONCRETE -- LOT B NORTH z N Gi 368,404 SF Y, EXG CONCRETE J SITE ADDRESS ENGINEER �' 3320 ACADEMY DRIVE SE RUPERT ENGINEERING, INC �"' Q 6#OSWALE FCr� LANDSCAPING \ AUBURN,, WA 98002 DAVE DORMIER, PE GY 1519 WEST VALLEY HWY N. ;�101 AUBURN, WA 98001 E— (253) 833-7776 m NEW PLAY AREA z. MATCH EXG NEW 2" THICK ASPHALT PAVING EXG \ LEGEND 4 5;. 3 - GRADES K— GRADE PER DTL 2/C4 BLDGS. ( \ DESCRIPTION NEW \ — — — EX15TI1+� 1 EX. 12" STORM 1 PHASE II STORM SEWER D I s ... ....... ....... ............ IMPROVEMENTS SANITARY SEWER $ TRASH COLLECTION ':....................................................... EX. 8" SEWER AR " _ — . EX. 2 WATER TY P _. WATER () W POWER OHP P — — — UG OHP OHP UGP UGP 2 a ..... SPOT ELEVATIONS xx.xx -::[. -- I .. ............... ...................... ..........: :. ............... ...................... ...................... - . ........ ...... . ................ ....................................... , . .....:::......., .....,....... ....... ................ ................................ . ....... .............. ........ ................ - R 50 0 __- ::........ CONTOURS 5 :: I EXG BLDG :�: 9 STORM MANHOLE • O F-3 — F :.: 1 .......... a Y SHE'D 1. L '• •' STORM CATCHBASIN ■ p . .................... T FF-39 • �,�;,. ..: ,� ..:: , .:::.. •.: •::.•: ,•:::. � 5.56 NEWES 8 :���:� �'•'• TOR ........... ter 0 :.. ..........,. 1. �• D A A R BAND & CHOIR G :•' ::: _-- ,----I SANITARY SEWER MANHOLE NEW 00 SQ, FT. • O �i: SQ- FTb 7,0 6,520 I ............ ................. WATER VALVE ........... :. I I ►� �. �:': — 1:j_ .. .. ....... ... .. .. ................... .. .. .,.... `.a"" i - - FIRE HYDRANT t7 5 a p : �..::: :: ;`� TELEPHONE MANHOLE 5 ' } .. ' 5 .,.. . POWER VAULT 0 �•� II STREET LIGHT ETC NG �(—� NEW 5' S/W II { WALL MOUNTED LIGHT �+ + PER DTL 4/C4 a PLAY — :.t,:: ,Q. FT. 5 I UTILITY POLE + —0 r.,•,'� t I EXG FOUND CASE MON GREENHOUSE � GAS METER .. •. •, Ah r.:;r �•,.i � wh t.. . ter? Y {n��. EXISTING �I GUY WIRE ANCHOR 5 BLDG L { .M1r _ — :.; :.• - TELEPHONE JUNCTION BOX 350 SQ. ,. <�.. SS v; . _:.:.,_ .. :..-.x:�'r• 5 , ,--�--- ROOF DRAIN ..�Na. �ae�•Nif2 .Fr, y.:.. ,:n Ji i 5,• ;* -- _„_ pih'�w•e..�l •° ::�:i x: y«y, a' :•L.4-;:•k`'. a.1.r � .rfi I _-- __ :�a;•at• �,• .',�•. •.,. :, t 5`• W.r, _._ POWER POLE W TRANSFORMER <:':.i.'.a'.a"t"• :��, ..•:i.,. "4'1i':C�`4$"• :4+�•..dr or.ea:.At x.��: 'y�. �• � � _"_' —.-_ �,r '' " ..+i, •• fir,:: . t . i.. ; .,� ' S � :;�rs� I ---__ — i:?: :.i+•:a �Y, y5 .v' y;'t.: `f'••r ..fr�:'a�xrij•�' v5 'S '�� - '_ ---._ --,_ —� --_ •C"•,t'tr: },`•,lt aY i+;, `h:`',�y.?. a'4wt. hf .c.' _ J ---. UNDERGROUND POWER i�. "•n`�i:f `' ^e ni «bty,.j,t.� '.v a"a�: �, ,�,.. .ny}"?`•�; Y.. [ '•4 - \ — —__ - Y.C�C4•(�h.:Oa�" .•�s =„'M• .\.P:' ..b�r'y� i •'S ~ � � _ t`iy�t '. ;'�, •; Y.; i,3ir.} ,lyaK 5 5 5 '4 5. i SIGNAL POLE t ABBREVIATIONS N ro CD vO S `n 0 ( + P w I � CONSTRUCTION SEQUENCE 1. SUBMIT A HAUL ROUTE TO THE CITY OF AUBURN FOR EAPTHWORK ACTIVITIES. 2. SCHEDULE AND ATTEND A PRE -CONSTRUCTION MEETING WITH THE CITY OF AUBURN OFFICIALS. 3. ESTABt ISH "CLEARING AND GRADING LIMITS" FOR THE SITE. 4. CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE AND FILTER FABRIC FENCE AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY THE OF AUBURN. 5. DEMOLISH PAVING AS NOTED ON THE PLAN. W .. W W Q — w C[ = w _...._ V) w Q W c0 CD r= � N W �---- w J F— i a 9 CV \ d CD F BLC - BUILDING CORNER MH - MADE Z C - COMPACT MJ - MECHANICAL JOINT_ 4 " — — _ — CB - CATCH BASIN OH - OVERHEAD /_ — —L — — CL - CLASS PL - PROPERTY LINE; c — — CO - CLEAN OUT R - RADIUS -OF-WAY ARY SEWER ME T EXG - EX I ST I NG FD - FOUNDATION DRAIN ARCEL 2721059127 E... X___, G FH s FDC - FIRE DEPT . CONNECTION _ SOUTH # PARCEL 272105 070 FH - FIRE SITYDRANT E - EAST I PARCEL #2721059087 PARCEL #27210590 9 ` "`----- FL - FLANGE JOINT N - NORTH 0� — --��--_. HC - HAND I CAP - NORTHWEST PARCEL2721059093 �� -_ I E - INVERT ELEVATION SW _ SOUTHWEST } LF - LINEAR FEET NE NORTHEAST PARCEL #2721059116 �- LS - LANDSCAPING SE - SOUTHEAST 6. CLEAR EXISTING LOT. THE CONTRACTOR SHALL ENSURE THAT NO SILT -LADEN RUNOFF DISCHARGES TO THE ADJACENT PROPERTIES. 7. REVEGETATE ALL SLOPES AND DISTURBED AREAS AS SPECIFIED BY THE "REQUIREMENTS FOR EXPOSED SOIL STABILIZATION". 8. CONSTRUCT NEW STORM DRAINAGE SYSTEM, 9. CONSTRUCT NEW PAVEMENT, LANDSCAPING, AND IRRIGATION SYSTEM, � SITE PLAN, 1 "= 3 ' . IioIIIIIIIIIUn�t,.. PARCEL NUMBERS 2721059033 2721059160 2721059040 2721059161 2721059041 2721059043 2721059049 2721059091 UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, SHEET INDEX 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 C1 - SITE PLAN AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS C2 - TESC PLAN OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER C3 - GRADING & DRAINAGE PLAN OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS C4 - DETAILS PLAN 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 RUCTION RECORDS. BY, _....... DATE: TITLE/POSITION: iP-fl4T EC ?� CIV,,-- 141' Ec 2 CONFIRMED BY CITY• DATE: 0 PROJECT REF: ADD03-0027 THESE PLANS ARE "APPROVED" FOR CONFORMANCE MTH 111E CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS GP 1-e-off Approved By., F) r Date Approved: /T ' k lew I EXPIRES 12/13/2( DATE 7-11-03 DRAWN C CHECKED DD JOB NO, 03060 SHEET NO c1 OSDl77G D - STORM DRAIN KW - RIGHT DDCV - DOUBLE DETECTOR CHECK VALVE SS - SANIT D1 - DUCTILE IRON SO FT - SOUARE FEET DS - DOWNSPOUT S/W - SIDEWALK D/W EL - DRIVEWAY - ELEVATION TC TP - - TOP OF CURB TEST PIT ESMT EASE N UNO - UNLESS NOTED OTHERWI S:\03 \03060\,;IViL-DWGS\C I-060.dwg ( Drafter Name: A. PAUL I Plot Date: OCT 12 2004 11:36:06 1 Last Modified Date: OCT 01 2004 16:50:14 1 Submittal: REVISION 4 a� PARCEL #2721059040 / DETENTION POND PARCEL #2721059049 -"''PARCEL #2721059077 / BIOSWALE / AL DESCRIP 10nf LG T ►ot arfton of the Ncxthw t uorter of Sec. 27, Township 21 N, R2rng 5 E t, in County, Washington, described as follows: Beginni at the Southeast Corner of the Northwest Quarter of said Sec 27, said point marked by a concrete monument set by Mr.Forbes, Surveyor in 1947; thence N i' 14' E. 198.03 Ft. To the true point f beginning; thence continuing N 1' 14' E along the East line of said Northwest Quarter 641.69 Ft.; thence N 88'46" W. 270 Ft.; thAce N 69'05'06" W. 380.21 Ft.: thence S 9'26' W. 475.60 Ft. To the Northerly right of way line of S.E. 356th, said point being 26 Ft. North of the centerline of said street; thence NOTES: 1. THE GRADING PERMIT FOR THIS PROJECT ALLOWS ONLY SITE GRADING,STHE NSTRUCTION OF STORM LEGEND \ \ PARCEL #2721059006 SYSTEM IMPROVEMENTS, NEW GRAVEL \ . �j,:,d•,. ,:. AS SHOWN 0 PLANS 2. EXISTING STREET PA 0 BE PHASED OUT. EXG GRAVEL 3. NO AI L DI N6 C oNsT R uc c aN, PAVI N �.�E WOKK IN THE R16NT- WAY M �► Southeasterly o soil right of way line on curve to the right whose center b rs S 21'27'29" W. 2018.02 Ft., on arc distance of 115.36 Ft.; then continuing of said right of way line and its PARCEL #2721059033 Easterly projection S 65'16'E. 642.05 Ft. To the true point of beginning. \ PARCEL #2721059043 AY AREA MATCH EXG " \ NEW PLAY GRADE NEW 2 THICK AS GRADES K-4 PER DTL 2/C4 S v r.»R•R.r.0 41 a ;•'�,.; h�r'r'ai'Y�aptc lws'Rd G TI N CO COLLECTION a .. TRASH C r- v L e ht ^ "7 AREA :,•• . . r' } � M, R• PARCEL #2721059161 LT PAVING r. a f ••�lr 3 S. S S• S Ord .< +} •4•Yt•i t'rt it•`e :x�� 4 R ! { I al a r •• v i •ter i `i• r• 5 :Y= t .i. :x ti7. a 1� ,• r< 4 +h: t d •A .ti ,j ............... ................ y • _- "... as • .. - `. \ S t. �. I • w. .y 1 YR• f 1 .................. ....................:: SS Y'1�-;' fir.:`•. 7 :a PARCEL # 2 21059091 EXG IBL �•f ,,;`..�.o�•rt: EW BAND & CHOIR ADDI�1©N N 6,520 SO - ES K-4 8,000 SQ. FT. EXISTING SCHOOL/ADMIN• BLDG. 18,350 SQ• FT. -Y•� 4 F•�C tir -• "-1r.i^�" \ 5 CV CD NO LO - - 04 PARCEL #2721059127 PARCEL #2721( 070 N I I� c� a °— PARCEL #2721059116 CONSTRUCTION SEQUENCE p SITE PLAN 1. SUBMIT A HAUL ROUTE TO THE CITY OF AUBURN FOR 6. CLEAR EXISTING LOT. THE CONTRACTOR 1 = 30 EART14WORX ACTIVITIES. SHALL" ENSURE THAT NO SILT -LADEN RUNOFF DISCHARGES TO THE ADJACENT PROPERTIES, 2. SCIIEDULE AND ATTEND A PRE -CONSTRUCTION MEETING WITH ]HE CITY Of AUBURN OFFICIALS. 7. REVEGETATE ALL SLOPES AND DISTURBED AREAS AS SPECIFIED BY THE "REQUIREMENTS FOR EXPOSED SOIL STABILIZATION". 3. ESTABLISH "CLEARIN(% AND GRADING LIMITS" FOR THE SITE. 4. CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE AND FILTER FABRIC 8. CONSTRUCT NEW STORM DRAINAGE SYSTEM. FENCE AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY THE CITY 9, CONSTRUCT NEW PAVEMENT, OF AUBURII. LANDSCAPING, AND IRRIGATION SYSTEM. r. nninl Ic11 r)A\rralr_ Ac tJnTrn nm TIIF PI AN PARCEL #2721059087 NORTH SHED— G ES 5 ..•. RAD - _. .S •, 5 0 t4 NEW 5' S/W P� DTL 4/C4 I = II - 5. 4 F a' ti \ 1 EXG`�FH PARCEL J27210590f 9 \ PARCEL NUMBERS 2721059033 2721059160 2721059040 2721059161 2721059041 2721059043 2721059049 2721059091 NEW ASPHALT \ \ EXG ASPHALT - - -- R s ` � 9 4 SIT - �ryJ,� _ i !� --- - wb•. ,w.�• 91 s SE t3 j DR 33RU ST MUCKLE T t __. - r r 1NDI RES ATIOfV I Tu f� in �'AJj z ('�V^, V Q 00 CO CV t) W V) v Z 'mod` z Z W T C)l^ a v o r%) J 00 VICINITY MAP NEW CONCRETE NORTH N \ z to UJ t�UJ EXG CONCRETE \ SITE ADDRESS ENGINEER >_ Q 3320 ACADEMY DRIVE SE RUPERT ENGINEERING, INC AUBURN, WA 98002 DAVE DORMiER, PE 0:0- LANDSCAPING 1519 WEST VALLEY HWY N. #101 z AUBURN, WA 91.... (253) 833-7776 —�� m \ L,J \ M EXG LEGEND BLDGS. (3) L�.! w DESCRIPTION NEW EXISTING EX. 12" STORM � C:) Q W PHASE II STORM SEWER D EX„ 8 SEWER SANITARY SEWER S - --- �--- r IMPROVEMENTS EX. 2 WATER (TYP) �•.. WATER W 0 (, POWER OHP/ UGP) — OHP — — 0HP`/ UGP — I" 2 NATIONS X X XX.XX SPO T ELE x. x � 50 50 �. . T URS CON 0 J LLJ STORM MANHOLE 0 o m tn to STORM CATCHBASIN ■ O i SANITARY SEWER MANHOLE • 0 WATER VALVE ►� I --_I FIRE HYDRANT 1 TELEPHONE MANHOLE TO POWER VAULT Q "' STREET LIGHT --------------- ___..._.I WALL MOUNTED LIGHT LLi I UTILITY POLE -0 I� I V • I EXG FOUND CASE MON ® Q _...__...._ I GREENHGUSE GAS METER tir ------- -- 1 W GUY WIRE ANCHOR _I UJ 1 TELEPHONE JUNCTION BOX fin X ROOF DRAIN 0 o POWER POLE W/TRANSFORMER G a — — — — — — — UNDERGROUND POWER 0 — — SIGNAL POLE CF) ---___ ABBREVIATIONS BLC - BUILDING CORNER MI - MANHOLE C - COMPACT MJ - MECHANICAL JOINT I — — CB - CATCH BASIN OH - OVERHEAD CL - CLASS PL - PROPERTY LINE CO - CLEAN OUT R - RADIUS — — _ — — — D - STORM DRAIN RW - RIGHT-OF-WAY — — -- DDCV - DOLE DETECTOR CHECK VALVE SS - SANITARY SEWER DI - DUCTILE IRON SO FT - SQUARE FEET — ——•-._..�_ — S/W SIDEWALK DEWALK DS - DOWNSPOUT - D/W - DRIVEWAY TC - TOP OF CURB EL - ELEVATION TP - TEST PIT ESMT - EASEMENT LINO - UNLESS NOTED OTHERWI EXG - EXISTING FD - FOUNDATION DRAIN S - SOUTII FDC - FIRE DEPT. CONNECTION W - WEST FF - FINISH FLOOR E - EAST FH - FIRE HYDRANT N - NORTH FL - FLANGE JOINT W1 - NOR'; I IWEST — HC - HANDICAP SW - SOU III'AEST PARCEL #2721059093 LF - LNINEAR VERT FEETATIQN NE - NORTHEAST LS - LANDSCAPING SE - SOUTHEAST o THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, X DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING TIE UTILITIES AND SURVEYING THESHEET INDE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE A 1-800-424-5555 Cl - SITE PLAN AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS C2 - TESC PLAN OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER C3 - GRADING & DRAINAGE PLAN OR NOT CONFLICTS EXIST, LOCATIONS OF SAID UTILITIES AS C4 - DETAILS PLAN 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 CONTRACTt'S CONSTRU'FI(NI RECORDS. BY; DATE: TITLE/POSITION: Zxje__CONFIRMED BY CITY: ` TE:ACEf 3" PROJECT REF: GRA03-0031 THESE PLANS ARE 'APPROVED" FOR CONFORMANCE WTI] THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS GP IoIZ0I.3 Approved B,. S0 9 Dote Approved: _ / P, r 13� 3 17111 �/S1E. S701NA L EXPIRES 12113/700; DATE 7._ 11 _03 DRAWN C CHECKED DD JOB I10. 03060 SHr_Ei '10. C ospi77G S:\03\03060\CIVIL-DWGS\C1-060.dwg Drafter Nome: A. MIOTKE I Plot Dote: OCT 03 2003 14:09:04 1 Lost Modified Dote: OCT 03 2003 14:08:47 Submittal: REVISION 2 _4 . _4 . ►3 TESC PLAN S:\03\03060\CIVIL-DWGS\C2-060.dwg I Drafter Name: A. MIOTKE I Plot Date: OCT 01 2003 14:19:59 1 Last Modified Date: OCT 01 2003 10:54:28 1 Submittal: REVISION 2 D D - EXG 15" 0 CMP STC '0 �3 S .Or7 15' 'Nn'c'r ro CAP W `S7_'CNN/rVC £f7s eft sY,4 � z ,--- REMOVE EXG CB ED HOLES WfTN02 GROUT EXG GREEN HOUSE GRADING AND EROSION CONTROL NOTES 1. WITHIN THE CITY OF AUBURN, All REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES. THESE FACILITIES SHALL BE MAINTAINED, AND UPGRADED IF NECESSARY, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM. 2. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY THE CITY. 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), SEDIMENTATION 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. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED. AFTER CITY APPROVAL, THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ALL TEMPORARY FACILITIES. 5. 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. 6. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN THIRTY DAYS SHALL BE STABILIZED WITHIN TEN DAYS. FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOfL 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 SEVEN DAYS SHALL BE STABILIZED IMMEDIATELY. A2 GENERAL NOTES 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF N'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 MUh.CIPAL CONSTRUCTION" (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S CONSTRUCTION STANDARDS MANUAL. COPIES OF THE ABOVE DOCUMENTS BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHAH. 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 L 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. 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 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 CONTRACTOR'S CONSTRUCTION RECORDS. DATE: CONFIRMED BY CITY: DUST CONTROL NOTES: I. CONTRACTOR SHALL MZE THE PERIOD OF SOIL EXPOSURE USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION 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 TRUCK MUST USE THE 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 CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION!. REQUIREMENTS FOR EXPOSED SOIL STABILIZATION 1 SEASONAL REQUIREMENTS: DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE OR EXCEPTED IN THE FIELD WHEN IN THE JUDGEMENT OF THE BUILDING OFFICIAL OR THE OFFICIAL'S REPRESENTATIVE, SUCH SCHEDULE IS NOT WARRANTED: FROM APRIL 2 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 APRIL 1, ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES, EXPOSED SOILS WITH AN AREA GREATER THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. 2. STABILIZATION METHOD: HyDRDSEEDING & MULCHING A. TIME OF PLANTING - DURING THE TIME PERIOD BETWEEN APRIL 1 THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31. (NOTE: IF PLANTING BETWEEN JULY 1 AND AUGUST 31, IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN NOVEMBER 1 AND MARCH 31, MULCHING WILL BE REQUIRED IMMEDIATELY AFTER PLANTING.) B. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT NOT COMPACT, WITH A FAIRLY. FINE SURFACE FOLLOWING SURFACE ROUGHENING. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT ANGLES TO THE SLOPE AND PREFERABLE "CAT WALKED" UP SLOPE. C. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST USE NON -PHOSPHOROUS FERTILIZER. D. SEEDING - APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED BED AT A RATE OF 120 LBS/ACRE: PROPORTIONS PERCENT PERCENT NAME BY WEIGHT PURITY GERMINATION REDTOP(AGROSTIS ALBA) 10% 92 90 ANNUAL RYE (LOLIUM MULTIFLORUM) 40% 98 90 CHEWINGS FESQUE 40% 97 80 (R£STUCA RUBRA COMMUTATA) (JAMESTOWN,BANNER,SHADOW OR KOKET) WHITE DUTCH CLOVER 10% 96 90 (TRIFOLIUM REPENS) E. "HYDROSEEDING" APPLICATIONS WITH APPROVED SEED -MULCH - FERTILIZER MIXTURES MAY ALSO BE USED. F. MAINTENANCE - SEEDING SHOULD BE SUPPLIED WITH ADEQUATE MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER. 0 PROJECT REF: GRA03-0031 THESE PLANS ARE 'APPROVED" FOR CONFORMANCE WTH RtE CITY OF AUB1m ENGINEERING 1XWgON'S REQUIREMENTS Cr 1-k-4e1 As N Approved By. 75,. Date Approved: A& F C� cn p 0o p d Q V > � W�- C Z W � o cj VI 3 Z © N v cn m W Q M W CD W Q W Z f— CL w Q 0 Q W o N c C.) V) W w V) M 0 10 ,Is 31741 v G/STER N >pNa L' EXPIRES 12/13/2003 DATE 7/ 1 1 /03 DRAWN MC CHECKED L 0 JOB NO. 03060 SHEET NO. C12 r r h O iF ----- F / Tr D F D D D _D D EXG 15" 0 CMP STORM U_ 404 M X 404.9 406 J 396 396 398 EXG BZDG, TER �FTE'R n EXG TF� FAR PR YSTEE! D REMOVE OR ABANDON PIPE AS SHOWN 1 REMOVE EXG -AZ D Pl/0 St3R Cr 6„ 0/q „40 C r, 0/ / ro #tSr R /R0 D Df - EXG 15" 0 CMP STC 5 S' EXG 5,- I FILL ABANDONED HOLES WITFh02 B(DG 5 K GROUT -_,.._402 EXG BU/tD/A/G 4i 2 1 REMOVE OR TESC PLAN, 1 "= 30' 4P 401.4 EXG GREEN HOUSE GRADING AND EROSION, CONTROL NOTES 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES. THESE FACILITIES SHALL BE MAINTAINED, AND UPGRADED IF NECESSARY, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM. 2. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY THE CITY. 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICII`'ATED 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. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED. AFTER CITY APPROVAL, THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ALL TEMPORARY FACILITIES. 5. 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. 6. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN THIRTY DAYS SHALL BE STABILIZED WITHIN TEN 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 SEVEN DAYS SHALL BE STABILIZED IMMEDIATELY. 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 CONSTRUCTION STANDARDS MANUAL. COPIES OF THE ABOVE DOCUMENTS 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. 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 H HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. IS INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 D T EN OLING ALL EXISTING UTILITIES AT LOCATIONS 0 TIL INGS TO PHYSICALLY VERIFY WHETHER T TS OCATIONS OF SAID UTILITIES AS 1 T S AR 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. Q Q o U DUST CONTROL NOTES: 1. CONTRACTOR SHALL MINIMIZE THE PERIOD OF SOIL EXPOSURE USE OF TEMPORARY GROUND Q COVER AND OTHER TEMPORARY STABILIZATION SUCH AS SEEDING AND MULCHING, AND EROSION BLANKETS, U N 2. DURING CONSTRUCTION AND DRY WEATHER, no SPRINKLE THE SITE WITH WATER UNTIL SURFACE (n AREA IS WET. REPEAT THE PROCESS AS NEEDED V DURING THE DAY. W 3. ALL TRUCK MUST USE THE CONSTRUCTION I u u i z ENTRANCE AS SHOWN ON THE T.E.S.C. PLANS Z TO PREVENT CARRYING MUD INTO STREET. w 4. DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC STREETS ADJACENT TO PROJECT Z_ = r- M WHICH WILL BE USED BY CONSTRUCTION f TRAFFIC SHALL BE KEPT CLEAN OF ALL -� o° MATERIAL DEPOSITS RESULTING FROM C4 ON -SITE CONSTRUCTION. Z N 0 U r' REQUIREMENTS FOR EXPOSED >- �. SOIL STABILIZATION ry m 1 SEASONAL REQUIREMENTS DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED W <t ACCORDING TO THE FOLLOWING SCHEDULE OR EXCEPTED IN THE FIELD M WHEN IN THE JUDGEMENT OF THE BUILDING OFFICIAL OR THE W OFFICIAL'S REPRESENTATIVE, SUCH SCHEDULE IS NOT WARRANTED: FROM APRIL 2 TO SEPTEMBER 30 , ALL DENUDED AREAS AT FINAL L-Lj 0 W GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN 0 V) UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN w 10 DAYS. pr, Q FROM OCTOBER 1 TO APRIL 1, ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR 3>- TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER r``^�r w THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN '"Q p UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS U THAN 5000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE <C THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY, Uj 2. STABILIZATION METHOD: HYDROSEEDING & MULCHING A. TIME OF PLANTING - DURING THE TIME PERIOD BETWEEN APRIL 1 THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31. (NOTE: IF PLANTING BETWEEN JULY 1 AND AUGUST 31, IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN NOVEMBER 1 AND MARCH 31, MULCHING WILL BE REQUIRED IMMEDIATELY AFTER PLANTING.) B. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT NOT ♦'— COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING SURFACE ROUGHENING. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT ANGLES TO THE SLOPE AND PREFERABLE "CAT WALKED" UP SLOPE. C. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. W DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST USE NON -PHOSPHOROUS FERTILIZER. 0— D. SEEDING - APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED 86 BED AT A RATE OF 120 LBS/ACRE: PROPORTIONS PERCENT PERCENT NAME BY WEIGHT PURITY GERMINATION V) j W � ■ ■ REDTOP(AGROSTIS ALBA) 10% 92 90 E-- ANNUAL RYE (LOLIUM MULTIFLORUM) 40% 98 90 CHEWINGS FESQUE 40% 97 80 (RESTUCA RUBRA COMMUTATA) Q -"�.. (JAMESTOWN,BANNER,SHADOW OR KOKET) � o r WHITE DUTCH CLOVER 10% 96 90 (TRIFOLIUM REPENS) E. "HYDROSEEDING" APPLICATIONS WITH APPROVED SEED -MULCH- FERTILIZER MIXTURES MAY ALSO BE USED. F. MAINTENANCE - SEEDING SHOULD BE SUPPLIED WITH ADEQUATE o MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN z G ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER TO PREVENT RUNOFF. o' APPLICATION RATES SHOULD BE CONTROLLED INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO c 0� a WATER. v RECORD DRAWING CERTIFICATION THESE DEMOS CONFORM TO THE CONTRACTOR'S 6ONSTRUCTION RECORDS. BY; DATE: TITLE/POSITION: �12Q T EC7 fLfG /i���/Z - CONFIRMED BY C . DATE: A I PROJECT REF: A003-0021 TIJESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH TH£ CITY OF AUBURN ENGINEERING DIVISION'S REWREMENTS« I-a-04 Approved By. _ ;: A , , 5� Date Approved: llAirL EXPIRES 12/13/2( DATE 7/11 /03 DRAWN MC CHECKED DD JOB NO, 03060 SHEET NO. C2 S:\03\03060\CIVIL-DWGS\C2-060.dwg ( Drafter Name: A. PAUL I Plot Date: OCT 12 2004 11.38.49 1 Last Modified Date: SEP 28 2004 16:21:12 1 Submittal: REVISION 4 �a PIPE SUPPORT 3' X 0.090 GAUGE STEEL STRAPS BOLTED OR EMBEDDED 2" IN WALL SPACED AT 3' MAXIMUM, TYP SEE NOTE #3 2' 'MIN � ELEV 393.50' 6 IN 100-YR WSE-392.68' 25-YR WSE-392.46' 10-YR WSE-392.25' 2-YR WSE-391.75' 6" ELEV 389.20' 24 MIN 12 "x 12"x 12" MIN, PVC TEE W IRREMO' 7-8LE RUBBER GASKET NT 5" DISCHARGE TABLE 2-YR 0. 4 CFS 10-YR 0.72 CFS 25-YR 1.09 CFS t0U-YR 1.54 CFS 398 396 394 392 390 '388 398 396 394 392 390 AND SOLID COVER MARKED MN". LOCKABLE UNLESS ERWISE APPROVED BY THE WEER PLAN ME 2",4",6",12" I—T----T--1� (MADE ADJUSTMENT RING 18"0 BAFFLE FOR OIL/WATER SEPARATION r, %TT6 'RI 4 MIN 1MAX — 1 ,1 — 1 LELLEY 391. I SEE NOTE5 SEE JOIN T DETAIL ELEV -INLET Y- ELEV 387.2' 12TYP 24" MIN ELEV 385.2' RESTWOR PLATE WITH ORIFICE (2-3/8.0) ELEVATIM VFW ')48" TYPE II MAN 1 J SCALE: 1" = 3' A DETENTION POND PROFILE C4 SCALE: (H) 1 "= 201; (V) 1 "= 2' NOTES t. PIPE SIZE AND SLOPE PER PLAN 2. ALL METAL PARTS SHALL BE GALVALUM, STAINLESS STEEL, OR PVC. 3. FRAME (LID OPENING) & LADDER/ STEPS SHALL BE ROTATED SUCH 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 OUTS DIAMETER EQUAL TO CONCRETE PIPE INSIDE DIAMETER OR 1/4" LESS, TYPICAL. PIPE MAXI HOLE SIZE, 36" MINIMUM DISTANCE HOLE TO HOLE, 8" MAX PIPE HOLE SIZE 0 90', 28" INCHES/DEG INNER DIA, 0.419" OVERTOPPING INCHES/DEG OUTER DIA, 0.506" A A L_ NOTCH WEIR CUT IN RISER LENGTH = 0.46 ORIFICE Ti BAFFLE/RISER DETAIL JOINT DETAIL NIS GASKET ADS N-12 PVC (SDR-3 pipe Size Hole Size P Size Hole Size 4 7 4 7 6 12 6 12 80 12 8 i2 10" 16 to Is" 12" 18 12 16 t5 20 15 20 18 24 18 24 21 26 21 26 24 32 24" 28 30 42 27 32 48 30 36 42 54 36 42 48" 60 DUCTILE IRON CONCRETE PIPE Pipe Size Hole Size Pipe Size Hole Size 4 7 6 12 C 12 8 12 8 t2 10 16 f0 16 12" 20" 12" 18 15 24 14 20 1$ 16 20 Tt 32 18" 24 24 36 20 24 27 38 24 28 30 42 3a . 36 48 36 42 42 54 /56 42 48 4$ 64" 48 54 54 72 54 60 60 78 72w 92 CTU 388 B DETENTION POND PROFILE C4 SCALE: (H) i"= 20'; (V) 1"= 2' S:\03\03060\CIVIL-DWGS\C4-060.dwg Drafter Name: A. MIOTKE I Plot Date: OCT 02 20,3 09:37:04 ( Last Moailied Dote: OCT 02 2003 09:30:12 1 Submittal: REVISION 2 SUBBASE COMPACTION EWCEDURE 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 IMTH 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 5 1/2" GRADE 1" DOWN FROM TOP OF 1/2" 1/2" CURB. 2" CLASS "B" A.C. PAVING SLOPE m —► t 1-1 H—� u , , , -- �— VIDE 1'-0" LEVEL AREA WHERE (MADE SLOPES DOWNWARD OUTSIDE PAVING o�i q G o ago � a = Q8 v d e e 0 'oa — 1I—I I I_►TI—►1 _ iTi—� i i—t i i—� 2" LEVELING TOP ' iii' �' iii'I Ii COURSE COMPACTED TO 95% PROCTOR SUBGRADE SOIL. 4" BASE COURSE SEE NOTE COMPACTED TO 95% PROCTOR 2 CUR C4 NTS 4" CONC WALKWAY EXPANSION JOINT (20' o.c.) DUMMY JOINT (10' o.c.) Y4" CHAMFER ND 2 PAVING SECTIO co \ A : 12 SLOPE A.C. PAVING SLOPE VARIES WHERE OCCURS — (2) #4 CONT. 12" MIN. CLASS "A" FILL_j }— COMPACT TO 95% - CONCRETE SHALL HAVE 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI AND 5% AIR ENTRAINMENT - REINFORCING SHALL BE PER ASTM A-615, GRADE 60 4 CONCRETE WALKWAY C4 NTS 4' 6' 4' 8' 4' �N\\ WSE o a 7 BIOSWALE DETAIL C5 j SCALE: (H) 1"=10'; (MATE SIZED TO FIT BELL -END OF 15"6 PIPE i FINISH GRADE / \ KNOCK OUT HOLES IN CONCRETE PIPE LARGE ENOUGH TO ACCOMMODATE INLET AV9 OUTLET PIPES. PATCH " \ W/ NON -SHRINK GROUT. 15 0 BELL -END CONCRETE PIPE j 5 YARD DRAIN C4 NTS BIOSWALE PLANTING SCHEDULE 75-80% TALL OR MEADOW FESCUE 10-15% SEASIDE CREEPING BENTGRASS OR COLONIAL BI_NTGRASS 5-10% REDTOP 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--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 8"0 H) CAST IRON RING & COVER 2'-0" S06ARE 3000 PSl C014CRETE COLLAR THREADED PLUG -� N d ' •/ F_ SEWER PIPE v , ' PLUGGED END (IF END OF LINE) SEWER PIPE WYE 6 6" & 4" SEWER PIPE CLEANOUT C5 NT RECORD DRA tG CERTIFICARM THESE DRAWS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY; DATE: TITLE/POSITION: CONFIRMED BY CITY. tJIATE37-? PROTECT REF: 7AAJ-0031 T rinn.7 w�w FOR CONFOHMAIICE-VI i THE CITY T AUBM ENGKMM ory 'S REOMEMENTS I.Iselc) Aa !MN By. .✓ i4 Dote Approved: t a z iok 3 _ 0 Q o � a 7 0 O d Q _J > w V)N U 0 �,YvJ Z W �. .c ( -> °—'ern > co -'y V) M �" 17 0 U N `^ Z 13r.1 �..l..j Q ' C W V) Lij V ) W Q Q 0m J I= w 141 OVAL E' EXPfRES 12/13/2t DATE 7/ 11 /03 DRAWN 1,(C CHECKED pr, JOB NO. , P7960 SHEET -.NO. p c