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HomeMy WebLinkAbout05D1769EX. SIDEWALK _ r SW49'00'W - I 53.13 / bw n e a o.. 5v ®(2) (SPACES (2) SPACES 0li-0= •®9-0=la 4 I _ 3 2 '-1I LL I — L — R-790.00 / L=358.91• D=26'01'5T J 3 1 1 I I I I I I I I I j I I � I I I I - \ A TI a _\ TP1 r• r' V i i 1 .J 1 111.- WCTAI1 PACT—Ul—DI AK IEDGE OF ENiSTING PAVEMEN I I I I I I I I ' SITE P LAN NORTH SCALE: 1 ' = 20 24' COMMERCIAL D/W PER COA STD DTL TRAFFIC-09 S89.49'00'W I y 5 FOOT TYPE I I I LANDSCAPING I � I EMSTING 4-PM 5' 9 m RESIDENTIAL 10 PROPERTY `-NEW 2" THK ASPHALT PAVING PER DTL 2/C4 '-NEW 2" THK ASPHALT PAVING PER DTL 2/C4 I N89'49_00"E 60.00 ENGINEER RUPERT ENGINEERING, INC. DAVE DORMIER 1519 WEST VALLEY HWY. N. SUITE 101 AUBURN, WA. 98001 (253) 833-7776 SURVEYOR CONIC MON FOUND THE KEIMIG ASSOCIATES HOLMVIG, DEWITT, AND ASSOCIATES JINr>E 6, ALAN KE I M I G MIKE DEW I TT 216 A ST NW 1036 COLE ST AUBURN, WA 98001 ENUMCLAW, WA 98022 (235) 939 3232 (MO) 825 6%3 PARCEL NUMBER 1821059137 BASIS OF BEARING N3'08'00"E MONUMENTS FOUND ON THE EAST LINE OF BLOCKS 2 AND 3, JAMES W. WARREN'S FIRST ADDITION TO AUBURN, KING COUNTY, WASHINGTON, VOLUME 41 PAGE 29 OF PLATS, KING COUNTY, WASHINGTON. VERTICAL DATUM I MON NOT 1. VERTICAL DATUM - CITY OF AUBURN NAVD 1988 i FOUND ' BM 14-W MONUMENT IN CASE AT AUBURN WAY NORTH DOWN TO 3 DOW 2' SOUTH OF 9TH ST NE, ELEVATION 76.11'. JI1MLEGAL DESCRIPTION. I PARCEL A LOT 8, BLOCK 2, JAMES W. WARREN FIRST ADDITION TO AUBURN, M ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 41 OF z PLATS, PAGE 29, IN KING COUNTY, WASHINGTON. PARCEL B LOT 9, BLOCK 2, JAMES W. WARREN FIRST ADDITION TO AUBURN; EXCEPT THE EAST 5 FEET, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 41 OF PLATS, PAGE 29, IN KING COUNTY, WASHINGTON. SHEET INDEX C1 - SITE PLAN C2 - TESC PLAN C3 - GRADING, UTILITIES, AND DRAINAGE PLAN C4 - DETAILS AND SECTIONS CONCRETE MONUMENT W/X FOUND JUNE 6, 2t?01 GENERAL NOTES L�LIJI.�I\ L CONSTRUCTION SEQUENCE 1. SUBMIT A HAUL ROUTE TO THE CITY OF AUBURN FOR 6. CLEAR EXISTING LOT, AND REMOVE EXISTING GRAVEL TO NEW SU3GRADE EARTHWORK ACTIVITIES. ELEVATIONS. THE CONTRACTOR SHALL ENSURE THAT NO SILT-LALA 2. SCHEDULE AND ATTEND A PRE -CONSTRUCTION MEETING WITH RUNOFF DISCHARGES TO THE ADJACENT PROPERTIES. THE CITY OF Al„ 3URN OFFICIALS. 7. REVEGETATE ALL SLOPES AND DISTURBED AREAS AS SPECIFIED . Y THE "REQUIREMENTS FOR EXPOSED SOIL STABILIZATION". 3. ESTABLISH "CLEARING 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, SEWER LINE, WATER LINE, of AUBURN. LANDSCAPING, AND IRRIGATION SYSTEM. 5. DEMOLISH ALL EXISTING PAVING AS NOTED ON THE PLAN. OWNERS JIM TOMER AND JOE BAUMAN ARCHITECT t.- Cis �.f /1 C 'T CAI I �,. jwtu C;',"Vr day `I VICINITY MAP II CMTH N TS LEGEND DESCRIP'TpN NEW DWNG EX. 12" STORM STORM SEWER D EX. 8" SEWER SANITARY SEWER S WATER EX. 2" WATER W AC PAVING C014CRETE PAVING LANDSCAPING SPOT ELEVATIONS xx.xx xx.xx CONTOURS 50 50 STORM MANHOLE 9 O STORM CATCHBASIN IN ❑ SANITARY SEWER MANHOLE 0 WATER VALVE ►4 FIRE HYDRANT 'r TELEPHONE MANHOLE TO POWER VAULT 0 STREET LIGHT �--- Q (E�� o � U a � F_ In a1=11 O p-1 Z d Q 5 U � i rn -t !� W (n N Z o l=1 U z Z i � U = to 104 D 9 M $ cq Z II 0 a' Q 3-1 z W CD Lj_ r Q OZ� Ca 0 Q M— w t1. J LA- 9r= c� o j Q 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S Q_ REQUIREMENTS AND QE IN ACCORDANCE WITH THE APPROVED PLANS. ANY UTILITY POLE -0 CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE L.VI OWNER, ENGINEER AND THE CITY. FOUND CASE MON 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON GAS METER < STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" GUY WIRE ANCHOR (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S CONSTRUCTION STANDARDS MANUAL. COPIES OF THE ABOVE TELEPHONE JUNCTION BOX DOCUMENTS BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. ROOF DRAIN ® Q 3. A PRE-CONSTRUC110N MEETING SHALL BE REQUIRED PRIOR TO THE START POWER POLE W/TRANSFORMER Q V) OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253- 931-3010 TO SCHEDULE A MEETING. UNDERGROUND POWER © 4. LOCATIONS SHOW14 FOR EXISTING UTILITIES ARE APPROXIMATE. THE co CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SIGNAL POLE RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF`-� I 1 i 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 (RCW). PRIOR TO STARTING CONSTRUCTION, THE ABBREVIATIONS- CONTRACTORWASHINGTON SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, BLC - BUILDING CORNER MH - MANHOLE TELEPHONE AND TELEVISION). C - COMPACT MJ - MECHANI('',I JOINT CB - CATCH BASIN Oil - OVERHEAD 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND CL - CLASS PL - PROPERTY L114E SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO CO - CLEAN OUT R - RADIUS THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL D - STORM DRAIN RW - RIGHT-OF-WAY ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE DDCV - DOUBLE DETECTOR CHECK VALVE SS - SANITARY SEWER LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. DI - DUCTILE IRON SO FT - SQUARE FEET DS- - DOWNSPOUT S/W - SIDEWALK 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND D/W - DRIVEWAY TC - TOP OF CURB AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EL - ELEVATION TP - TEST PIT EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL ESMT - EASEMENT UNO - UNLESS 1101 ED OTHERWISE BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR EXG - EXISTING SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND FD - FOUNDATION DRAIN S - SOUTH PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR FDC - FIRE DEPT. CONNECTION W WEST NEGLIGENCE CONNECTED WITH THEM. FF - FINISH FLOOR E - EAST 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES FH - FL - FIRE HYDRANT FLANGE JOINT N - NORTII SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND HC - HANDICAP NW - NORTHWEST SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. IE - INVERT ELEVATION Sw - SOU IIIWEST LF - L I NEAR FEET NE - NORI I IEAST 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. LS - LANDSCAPING SE - SOU TIIEAST REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. UTILITY CONFLICT NOTE: RECORD DRAWING CERTIFICATION PROJECT REF: (tA00013 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 ,10 SURVEYING THE O THE 111ES'E PLANS ARE APPROVED FOR THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTI%i. (��F 7C47*;�Tl RECORDS. CONFORMANCE WITH TIIE CITY OF AUBURII'S THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS BY, DATE: 3�2.9•QY ENGINEERING DIVISION'S REQUIREMENTS. CP �!IS�03 - OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS TLE T { POSI: d 12,Z),7 CC � i4 � e-i1W6 L- Approved By. SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, COL; IRMED BY CITY THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. Date Approved: TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WI I H CONSTRUCTION. zV) O u � o P� OF WA �E. D O 31741 p FCC STET, _NAL �A EXPIRES 12/ t 3/200, DATE 2/ 13/03 DRAWN M c CHECKED DED JOB 140. 03004 SHEET NO. c 1 i S:\03\03004\CIVIL\CI-004.dwfg I Drafter Name: 0. MAJOR I Plot Date: MAR 29 2004 10:39:35 1 Last Modified Date: MAR 29 2004 10:3'' 0 submittal: REVISION osp ►7G9 `�0, CM 1-1/2" BRASS WPM FOUND JUNE 6, 2001 SSMH 709-06 RIM=78.57 IE(10"NE SE)=68 97 / ® RIM=77,93 IE(10"NE,SW,W)=69.33 CONC MON FOUND JUNE 6, 200 I I �I CD N I I SAWCUT AND REMOVE EXG PAVING SSMH 709-86 CURB, AND S/W AS SHOWN FOR SAWCU T AND REMOVE EXG PAVING I RIM=78.56 INSTALLATION OF NEW 12" STORM CURB, D/W, AND S/W AS SHOWN FOR i LINE AND 48"0 MH, INSTALLATION OF NEW 1"0 WATER LINE IE(10"NW,E)=68.96 � / o---------------- NO MONUMENT SET / M 7"- 7 (SIXTH STREET) MON NOT OR FOUND ON ROAD / s -- -� s --� ----s s --- s FOUND SURFACE JUNE 6, 2001 / m 8 W r M m DOWN TO 3' CB U14AA S89'49'00"W 563.39 OLD CENTERLINE I JUNE 6, 2001 REMOEXG7g___ - RIM=78.49 r-, I I CURBV& D/W -W-� IE(12' NW,E)=71.69 / I I I 7g--- - A- J�- �-_-��-o----- R VMOE E EX URCG g FOR ° - o-_- �-- ° --� ;r - B INSTALL -CONSTRUCTION CB B12AA .I . IIIIII INSTALLATION -IO-N OFNEW NE_W D/W- -RI-M =77.66ENTRANCE PER COA STD IiI 0I 'I oR®SlIE(12"NE,WS)=72.71 ;zP EX. SIDEWALK S8900 N89'49'00"E S89'49'00"W O p -- --S89'49'00"W ,00000000000000 00000O0O0O006QQ00000RCE IO°°°°°o°°°0°0°0°0°0°O° REMOVE EXG FENCE 0 0 0 O O 0 ALONG NORTH PROPERTY OOOOOOO000ODLINE00000000000 00�00000�EXISTING o 0 0 0 0 O 0000000000 o°o°o°o°o o IEXISTING 67,58 o 0 0 o � HOUSE 7` ,',,,,',,'� • i �I I CONCRETE MONUMENT W/X FOUND JUNE 6, 2001 R=790.00760 L=358.9 t / / l C�408g 0 78 I t o D=26'01'; 1" / / D,3�4, EXISTING r �� ' `'��'' %� ` I i o / 5� 'g' ; o g' BUILDING 9 , 10 ' FF=79.29 CB �} / " / ,,,/, /, . I EXISTING ► RIM=77.93 M / '' '' '' ' I GRAVEL U.1 IE(6"N,S)=75.93 \ MfP AREA REMOVE EXG FRENCH /= I 83 EXISTING REMOVE EXG ASPHALT INSTALL FILTER FABRIC '`I DRAIN SYSTEM AND CB t 7 BUILDING AS SHOWN FENCE PER COA STD FF=79.65 t DTL EROSION-02 (TYP) I' / Q U- I EX. SIDEWALK BARGEE A I F" r, ARCEL B I t o I l l � 1�R 5111 Q � _.__1'-_ I�--,/'� _J'- _ - ,cs I I I REMOVE EXG FENCE l %D'352'p3" EXISTING ASPHALT I REMOVE EXG I I ALONG SOUTH PROPERTY I PARCEL D ASPHALT AS SHOWN I �I LINE L S89*49'00'W _ _ _ _ F I t -- F - F F _ F 54.00 F a N89'49'00"E 85.59 60.00 -- --�- / , % s s - 0 7 r s --s s s s -s -s --s ---_ _ - - - _ - - - - - _ - - - -_----- - - - - - - - -- LJ I ( ' CB I CB D14U USE) �RIM=77.41 SSMH 709-15IIOT IN ' RIM=77.59 t RIM=79.18 I I I IE(12"E)=75.21 IE(12"W,S)=75.59 I IE(8"E)=71.28 I I I � I I I I I � I I I I I i I I I II � I I I I I I I V I I I I t I qA m\ ninn A\ (,IVII M_nOA .I, I I I I 79 I I I I I I Z 5 I I I I I I I I I I I I I T E S C PLAN- ' SCALE: 1 =20 NORTH - +---- +- + �• y I �•� Y VE ,L I I iu+ uu+U. r+uv ui LVVJ I +:v°:JJ I AUK MO(ll1iP0 UMP_: AUb U/ LUU.S I,5:j19:49 1 5ubmitt°I: REVISION 2 t �,r L, 6 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 PERMIT -TEE. 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 i 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. 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 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. Jr BY' DATE: TITLE/POSITION: ArA .11ftT 6i 4f ofAmWe**V CONFIRMED BY CITY: DATEAZ 13 t IY C1 F_ U rA D F_ 00 0 d DUST CONTROL NOTES: Q J 00 1. CONTRACTOR SHALL MINIMIZE THE PERIOD OF - a, SOIL EXPOSURE USE OF TEMPORARY GROUND oq COVER AND OTHER TEMPORARY STABILIZATION O p_ „-, SUCH AS SEEDING AND MULCHING, AND W (A EROSION BLANKETS. - 2. DURING CONSTRUCTION AND DRY WEATHER, =�1 C� z SPRINKLE THE SITE WITH WATER UNTIL SURFACE Z AREA IS WET. REPEAT THE PROCESS AS NEEDED W DURING THE DAY. OCD 3. ALL TRUCK MUST USE THE CONSTRUCTION q Z o ENTRANCE AS SHOWN ON THE T.E.S.C. PLANS J co TO PREVENT CARRYING MUD INTO STREET. O�! D 4. DURING CONSTRUCTION, ALL PROPERTIES AND Z ALL PUBLIC STREETS ADJACENT TO PROJECT O rn J WHICH WILL BE USED BY CONSTRUCTION' U TRAFFIC SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM Q ON -SITE CONSTRUCTION. � Z REQUIREMENTS FOR EXPOSED W m U m a SOIL STABILIZATION �-- 1. SEASONAL REQUIREMENTS: Q -� 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 0 OFFICIAL'S REPRESENTATIVE, SUCH SCHEDULE IS NOT WARRANTED: L,J W FROM APRIL 2 TO SEPTEMBER 30 , ALL DENUDED AREAS AT FINAL Q m ( w GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN z 10 DAYS. Q �O FROM OCTOBER 1 TO APRIL 1, ALL EXPOSED SOILS AT FINAL n'- ck� _ GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR �,, (DI— TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE TITAN 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: 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 Q AFTER PLANTING.) B. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT NOT a - COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING SURFACE ROUGHENING. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT "CAT ANGLES TO THE SLOPE AND PREFERABLE WALKED" UP SLOPE. C. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. Lj_j 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 0 0 ANNUAL RYE (LOLIUM MULTIFLORUM) 40% 98 90 co CHEWINGS FESQUE 40% 97 80 (RESTUCA RUBRA COMMUTATA) (JAMESTOWN,BANNER,SHADOW OR KOKET) WHITE DUTCH CLOVER 10% 96 90co (TR FGLIUM REPENS) uj uj o E. "HYDROSEEDING" APPLICATIONS WITH APPROVED SEED -MULCH- cn o U 0 FERTILIZER MIXTURES MAY ALSO BE USED. LOf q m Qe: m v Q < F. MAINTENANCE - SEEDING SHOULD BE SUPPLIED WITH ADEQUATE o MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN C) 0 CD 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. PROJECT REF: GRA03-0023 THESE PLANS ARE "APPROVED' FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS& 4 4/o3 Approved By. ,,�„^� o Date Approved: 1e3 EI Al �rj E. A 4F WAS i ►�� O 31741 C /STAR EXPIRES 12 13 2003 DATE 2/13/03 DRAWN MC CHECI(ED r'ED JOB NO. W004 SHEET NO. C2 -4- SSMH 709-06 ' RIM- 78.57 IE(10"NE,SE)=68.97 SSMH 709-86 RIM =78.56 IE(10"NW,E)=68.96 / M / / / CB D14AA -------. RIM = 78.49 IE(12"NW,E)= 71.69 RESTORE SIDEWALK SIMILAR TO COA STD DTL TRAFFIC-23 2-CARTRIDGE STORMFILTER EXG 12"0 RIM=77.93 v IE(1O"NE,SW,W)=69.33 RESTORE PAVEMENT AND S/W PER COA STD DTL TRAFFIC-02 1 "0 MIN TYPE K COPPER OR POLY PLASTIC PIPE PER COA STD DTL WATER-13 NEW 1" DOMESTIC WATER METER PER COA STD DTL WATER-13 NEW 1" IRRIGATION METER PER COA STD DTL WATER-13 LANDSCAPE IRRIGATION SYSTEM POINT OF CONNECTION, SEE LANDSCAPING PLAN FOR BACKFLOW PROTECTION DETAILS. ----- ---- -- -- -----� ------------ --- ---- ---------- b--- Ica ------------ 78EXG 10"0 I --� ---s 7�! a- a- --- �- �- �- �- CB 812AA / t C}- - RIM= 77.66 -SD MH #2 A IE(12"N,E,W,S)=72.71 F i 7 2 78.81 I I I I 1 r j I 8.29 78.29 7 2.7% I I PER DTL 4/C4 �� /✓ � /�� � � 1 35LPVC 0 0% 27 LF 8"0 / SD MH #1 - - - PVC SDR 35 0 0.65% / / / _- --- ?_ J 7�.29 1 MATCH EXG GRADE r i 78 ' t% LIMITS OF PARKING I. - - - - ( 1"0 POLYLINE --- I LOT PONDING 0 7 6 I ELEVATION 78.32 7 EXISTING / b r -- _ 1 _ 4-PLE( i INSTALL CLEANOUT 78.6 PER COA STD DTL SEWER- -TIMES) • I EXISTING �. �., j4 -- RESM HAL 10 RUM g � r ' ° • : � .. . •: PROPERTY / FF=79.29 I NEW BLDG I � EXISTING i FF=79R i I BUILDN'IG I 79 FF=79.65 CLEAN -OUT PER COA STD DTL SEWED' 02, IE= 71.04' I (CONTRACTOR TO VERIFY LOCATIONS I t AND DEP10. CONTACT CITY INSPECTOR I i TO CHECK CONDITION OF EXISTING I 1 / SEVER STUB BEFORE CONNECTING) I 1 / i EXG. CB / EXG 6" SS STUB r 7 1 I TYPE I t PAR( _ F_ � I RIM=77.41 r ' 0 IE=75.21' MATCH GRADE OF 79.W 78.90 19° 78.77 78.50 +3r 78.28 7 476" EXG 12"0 „ OF EXG ASPHALT EXG 8 0 f / PAVING-- _ _---------_- _ __ - _ _ ----- - - - - - 78.00 -�.7--ems SSMH 709-15(NOT IN ,a'g6 79.29 USE / •f CB D14U RIM )79.18 t I RIM= 77.59 ! IE(12"W,S)=75.59 I IE(8"E)=71.28 I MATt I GRADE OF" t OF'' EXG ASPHALT I PAVING fi ( EXG PAVEMENT I 9 EDGE I �� I• I I i I t-- EXG F" SS STUB I , I I I IJ 20 LF 12"0 SDR-35 0 17.7% ----` � I � GRA I UTILITIES, AND DRAINAGE PLAN Noq I I I I I I I I 1ILIIY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, MENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON IESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE E HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. N. IS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 ID THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER NOT CONFLICTS EXIST, LOCATIONS OF SAID UTILITIES AS IOWN ON THESE PLANS ARE 10T GUARANTEED AND ARE IBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, E CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH INSTRUCTION. CATCH BASIN SCHEDULE CB TYPE RIM ELEV IE DETAIL REMARKS MH I TYPE 11 - 48 -*35- 79.58 75.44- 7-5 38 1 4 MH 11 - 5 1.9 i TYPE I . 8 RECORD DRAWING CERTIFICATION T I DRAWINGS CONFORM TO THE OR'S CONSTRUCTION RECORDS. �- DATE: f ITLE/POSIITON: d'1?�9� * 'C� . l G !M EE2 CONFIRMED BY iAl4 PROJECT REF: OR O�-0023 'mESE PLANS ARE APPROiIED FOR COWORMMM "Of T11E CITY OF AUBURNS ENGINEERING DIVISIONS REQUIREMENTS. CP d%'Is/03 Approved By. Oda" Dote Approved: b,Ff� t� Q Q cr► F- In o d Z 5;_ U N i 0= o rn W cn N nnn Z U � � Z W J_ � 0-L ( J 6"7 o0 5 V) v c Z b cv Z Z Q � Lam,! m m...._ t..J- c LLJ -� _...! cr L LJ W d C1 tF- w CL Z Q_ (=) I=- i o rj V) LEI cl- � � W I .. Cr- w J P w V) uj W E © c I� 3 17 � 317 1 I EXPIRES 12/90 DATE 2/ 13/03 DRAWN me CHECKED QED JOB NO. 03004 SHEET NO. 7 C 3 S:\03\03004\CI`/IL\C3-004.dwg I Drafter Name: 0. MAJOR E Plot Dole: MAR 29 2CH-0 10:44:52 I Last Modified Date: MAN Z9 ZU04 10:44:46 1 Submittal: KtW,)"N 3 osD1749 ROUND SOLID COVER MARKED "DRAIN". LOCKABLE UNLESS OTHERWISE APPROVED BY THE ENGINEER 4 INLET PIPE SUPPORT 3" X 0.090 GAUGE J STEEL STRAPS BOLTED OR PLAN A EMBEDDED 2" IN WALL SPACED AT 3' MAXIMUM, TYP r 2",4",6",12" � � ADJUSTMENT - 12"0 GCI [!CC DATCO LEASE 2-YEAR it1- a.16 S 25- a.2 C S 100- 0.28 CFS 1 48" TYPE C4 I SCALE: 1" = 4 Ira"FORCING BARS w" F' I? 4' SEE NOTE #5 L—RESTRICIOR PLATE WITH ORIFICE (1-5/8.0) EE E�VAR% V; w NHOLE - NOTC OVR.LT STUB LNTIM EYE (TY"1141311,110 -[a 27-3/4• x S7-3f4• INLIT MINE ® "if Sim So iID CAM SAM STONMMTtR - PLAN VIEW i T1ER 1—T: 4'-7 1/4- I CATCH BASIN SYO*M 'R.TfR - SECTION VIEWNU I&M A -A 1 a�i7 _ _ '�►i i i GASKET R CONTRI 1. SIZE ANI) SLOVE PER PLAN 2. ALL METAL PARTS SHALL BE GALVALUM, STAINLESS STEEL, OR PVC. 3. FRAME k10 OPENINTEDG)d:HLAOOER/SETEF'S VISMILE SHALLFROM TOP, LADOER/ STEPS FUNCTKIN IS CLEAR FROM RISER, FRAM IS CLEAR OF CURB, 4. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONRETE PIPE, IT SHALL HAW SMOOTH OUTSIDE DIAMETER EQUAL TO CONCRETE PIPE IiiM • DIAMETER OR 1/4" LESS, TYPICAL. PIPE PENIIRATIQM MAXIMUM HOLE SIZE, 36" WOW DISTANCE HOLE TO HOLE, 8" MAX PIPE HOLE SIZE 0 90', 28" INCHES/DEG INNER DiA, 0.419" WHES/DEG OUTER DIA, 0.506" ADS N-12 PVC SDR-35 Pipe Size Hole Size Size Hole Site 4 7 4 7 6 12 6 12 a —To-"'— 12 8 12 16" T4 16 12 18 12 16 15 20 15 lar 18 24 21" 26. — --.. _._.. 26" 24 32 24' 28 42 27 32 36 48 30 36 42 54 36 42 60 DUCTILE IRON CONCRETE PIPE Pipe Size H* Size PIOSim H* Size 4 7" 6 12 6 12 8 12 8 12 10 i6 10 16 +IF 20 24 14 20 18 16 20 21 32" _ 18 24 24 36 24 24 27 ^ 38 24" 28" 30" 42" 30 36 36 48 36 42 42"­54 56 42 48 48 64 48" 54 t 72 54 60 60 78 72 4 STRUCTURE GENERAL MOTES: 1.) STORMFILTER BY STORMWAT'ER MANAGEMENT INC., PORTLAND. OREGON (WO-548-4667). 2.) CATCH BASIN MUST BE SET LEVEL. 3.) EXTERNAL. PIPING AND COUPLINGS TO BE PRp/IDED BY OTHERS, 4•) FLEXIBLE COUPLING TO BE USED AT INLET R OUTLET. FERNCO OR ENGINEER APPROVED. 5•) 3TORWLTER REOLOWS REG" MAINTENANCE. REFER TO OPERATION AND MAINTENANCE MANRM,L FOR DETAILS. 6.) CATCH BASIN STORMFILTER STRUC11JPAL SPECIFICATpMS: LOAD RATING: 20,000 D.B. CONSTRUCTION; 1/4" STEEL PLATE UNIT WEIGHT:1150 LB. INLET GRAM DUCTILE IRON PERIMETER SLAB: REOLVED The STOWWATER Mf#AOEI,IENT soww U.S. PATENT No. 5.322,629, No. 5,707.527, No. 6,027,639, No. %624,576. AND OTHER U.S. AND FOREIGN PATENTS PENDING 4" X 27-3/4' LID PERIMETER SLAB 31000 PSI CONOREI[ (BY CONFRAGTot) TO ONT3IDL f Ru — 2-/4 REINf'ORT3rlG BARS —"� •� ` ,.-.. (BY COMRAOTOR) FILTER X-3 1/2- --t' MAAMR (3.3 Wt) lNut SCUM aq-0.05OFS —� FILTER � .� t -3 3/4' WOR CLEAIK1lR CFY'MR _ T—313/4• OFIfLEi 12. OUTLET PIPE STUB (STD) IN mmoI WEIR CATCH BASIN STORMFILTER - SECTION VIEW 1 4 2-CARTRIDGE STORMFILTER C4 NTS S:\03\03004\CPJtL\C4-OL!4.dwg I Drafter Nome: 0. MAJOR I Plat Date: MAP' 29 2004 10:02:14 1 Lost "lied Dais: MAR 29 2004 10:02:09 1 Submittol: PEVISi014 3 PROCEDURESUB-BASE COMEMON 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. CURBGRADE 1" DOWNFROM TOP OF 2" CLASS "B" 1 /2" 5 1 /2" 1 /2" CURB. A.C. PAVING SLOPE �'IH1t_ni IIIII1 Ilot ,,, w I — VIDE 1'-0" LEVEL E DN. AREA WHERE GRADE --------- SLOPES DOWNWARD OUTSIDE �-,OF PAVING fit_ n I I� I I I I ► -1, ,III_-' ' COUP CCOMPACTED TO 95% PROCTOR SUBGRADE SOIL. 4" BASE COURSE SEE NOTE COMPACTED TO 95% PROCTOR 2 CURB AND 2" PAV C4 J NTS MIN. l'-O" Cp 1 PARKING ONLY VAN ACCESSIBLE +,•,. • • .. • • •F 1 O Tf �1 HANDICAP SIGN C4 NTS CTIO 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 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. CAST -IN -PLACE CONCRETE CURB r 11" CHAMFER TYP. \'(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 3ONCRET C4 J NTS B (CAST-IN-PLA �13 x Ch F- Q J \ C`J �J eMr> w I f Z0 r Z w r"'T"i Z 6y3 � Z Lir_J C m < C CM 4d _.l ce L,,J •---- ED cn o C coLLJ CL Z F-- �Q 0_ p LAi L.` � 4p DPI o �-- � A SECTION A C4 SCALE: VERT. 1"=2'; HOR1Z. 1"=4' ti I 31741 , EXPIRES 12/13/2003 RECORD DRAW IG CERTIFICATION PROJECT REF: QRAOL- __23 r DATE 2/ 13/03 PiESE DRAWM CONFORM TO THE DRAWN AEP THESE PLANS ARE APPROVE[) FOR C � CONFORMANCE WITII TIIE CITY OF MOURN'S CHECKED BY , / P y ENGINEERING DIVISIONS REWIREMEN TS.DED ��is/o i • .� t Q nTLE/POS1T10N: Itz: u-EC T E�s�� ,�ME 'i� Approved By, JOB N0. 03? -„�,.. r �tNIIFlRMEp BY CITY ft SHEET NO. X pate Approved: V 4