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HomeMy WebLinkAbout02D1676SITE PLAN NOTES: 1. INSTALLATION OF CORPCRATE STOPS, WATER SERVICES, LINES AND METERS SHALL BE PER CITY OF AUBURN STANDARD DETAILS. THE CITY WILL INSTALL THE METERS. THE CITY MAY, AT THE CITY'S OPTION, INSTALL SERVICES FROM MAIN LINE TO THE METER WHEN THE EXISTING WATER LINE IS IN AN EXISTING CITY STREET; ALL OTHER WORK BY CONTRACTOR. PLUMBING SUBCONTRACTOR SITE BM-1 SHALL VERIFY THE ADEQUACY OF THE SUPPLY LINE (SIZE/PRESSURE) PROPOSED EX. P.P. AND REPORT ANY CONCERNS TO THE ENGINEER PRIOR TO CONSTRUCTION. 2. SPRINKLER LINE, RISER, DOUBLE DETECTOR CHECK VALVE ASSEMBLY, PUMPER CONNECTION AND SUPPLY LINE, AND BUILDING SYSTEM BY OTHERS. A SLPARATE DETAILED PLAN SHALL BE SUBMITTED TO THE CITY OF AUBURN BY THE SPRINKLER CONTRACTOR AND APPROVED PRIOR TO INSTALLATION. THE DESIGN SHALL INCLUDE THE ITEMS ABOVE AS WELL AS DETAILS FOR RODDING AND BLOCKING. VERIFICATION OF PIPES SHOWN & PIPE SIZES OTHER THAN THOSE SHOWN BY THE SPRINKLER CONTRACTOR. 3. PUIJPER PORT SHALL FACE STREET OR FIRE ACCESS, AND BE READILY ACCESSIBLE TO ANY FIRE VEHICLE FOR FIRE FIGHTING AND PUMPING OPERATION. 4. FLOOR DRAINS NOT TO BE INSTALLED AT THIS TIME. IF INSTALLED LATER THEY SHALL BE DIRECTED TO THE SAN. SEWER VIA AN APPROVED OIL/WATER SEPARATOR. 5. OUTDOOR LIGHTING FIXTURES SHALL BE SHIELDED AND DIRECTED TO AVOID LIGHT SPILLAGE ONTO ADJACENT PROPERTIES AND AVOOD GLARE FOR MOTORISTS TRAVELING ON ADJACENT STREETS. 6. STREET CURB SHALL BE PAINTED WITH FORMULA WID-Y1, FIVE FEET FROM EACH SIDE OF DRIVEWAY. 7. PROVIDE HOSE BIBS @ PERIMETER OF BUILDING PER OWNER REQUIREMENTS. 8. POST BUILDING ADDRESS W/ 18" HIGH LETTERS ON FACE OF BUILDING AS/IF REQUIRED BY THE CITY OF AUBURN. 9. CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONE & GAS SERVICE W/ UTILITY PROVIDER. CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONE & GAS SERVICE EX. D/W ENTRANCE----, LOCATIONS W/ DEVELOPER/BUILDING OWNER. (TO REMAIN) wWb 1 H C RAMP DETAIL C1 N.T.S. GENTEREO 13ETWEEN 3' AND 5' AE30VE 1' - o' PARKING 5U;;;IFACE, AT THE HEAD OF THE PAWING SPACE. RESMYED PARKING _ INTEp.IATIONAL 5YM130L OF Ac-GE55 5HALL DE • WHITE ON BLUE BAGKGROUND. yu Aommu :t METAL 5IGN, PAINTED 13LUE LETTERING ON WHITE MACKGROUND (SEE WASH. STATE AMENDS. 110(o.16.4 FOR CHARACTER PROPORTION AND HEIGPT). 4x4 PRF-S5URE TREATED P05T CONCRETE SIDEWALK 1 I i I �I 1 1 � �I I i t 1 I i 6' SoUARE FOOTING L 2 H C PARKING SIGN C1 N.T.S. UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES 1M"ER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. LOCATED IN N.E. 1/4 OF SECTION 19, T21 N, R5E, W.M. AUBURN, WASHINGTON I EXIST. CONC. S/W CURB & GUTTER 30' R.O.W. EX. I EX. CONC. DRIVE & WALK TO BE F. H. REMOVED 5' STRIPED PEDESTRIAN PATH TO S/W W EX. MAIL BOXS I— w W= W ) � I V) co I EX. D/W TO - BE REMOVED PER C.O.A. STDS. I EX. D/W -EX. W.M. LEGEND DESCRIPTION NEW EXISTING GowsC,. i4fr r • %� CONC. SIDEWALK LANDSCAPING PARKING Q EXTRUDED CURB ----- FIRE HYDRANT 'a EX. FENCE TO BE REMOVED 6' SITE PLAN NOTES: 1. THE EXISTING HOUSE IS TO BE REMODELED INTO A MEDICAL / OFFICE BUILDING TO BE USED FOR CHIROPRACTIC AND MESSAGE THEROPY SERVICES. THE HOUSE IS CURRENTLY SERVED BY SEWER & WATER, AND CHANGES ARE NOT PROPOSED TO THOSE SERVICES. 2. H/C STALLS AND LOADING AISLES SHALL BE PER WASHINGTON STATE REGULATIONS (WAC 51-40) AS ADOPTED BY THE CITY OF AUBURN, PAVING SLOPES SHALL NOT EXCEED 2% IN THESE AREAS. PROVIDE SIGNS AND RAMPS PER DETAILS 1 & 2/C1. (RESIDENTIAL) 12.5' 11.1' _ _ 151.09' _ _ N 07'03' " 00 E 00'24'26" W -� o --� 44.28' El -----------F - --- - - - - - - - - - - - - I � I I 6, (+) I I I I � t i I EXISTING HOUSE o r 2,957 SF ,'-- -----------� F.F. 119.39 F� I } I I I I ' EXISTING CARPORT _ TO REMAIN I I i 9 I I EX. SHED 10 i TO REMAIN �--- ate-- • 1� - - - - - - - - }- - - - - L 6 0' EX. 3.0' ROOF OVERHANG EX. CONC. APRON TO REMAIN TO REMAIN EXISTING SWIMMING POOL EXIST (2) GARBAGE CAN ENCLOSURE TO i BE RETAINED W/ T CURB SIDE PICK-UP c — N 00'13'55" E (RESIDENTIAL) SITE PLAN 1 "= 20' (VACANT) o_ 195.01' A 0 co z SHEET INDEX NO. TITLE Cl SITE PLAN C2 CIVIL PLAN C3 _-NOTES & DETAILS 6TH ST. SE w AUBURN i z Q m 164 9 GBG 12THI ST. SE s 17TH ST. SE VICINITY MAP r SITE N.T.S. SITE DATA SITE AREA ......................_........................................ _ ........15,943.5 SF (0.37 ACRES) ZONING_ ......................................................................R-O CONSTRUCTION...................................................................5N OCCUPANCY.......................................................................... B PARKING REQ'D: MEDICAL..................................................... ........................ 2,357 SF/200 OFFICE...............................................................................600 SF/300 TOTAL............................................................................... 13.8 OR 14 STALLS PARKING PROVIDED REGULAR............................................................................9 COMPACT. ..... ......... ....................................................... _4 (297) H/C.................................................................................. 1 REGULAR............... ....................................... _........... ...... 14 REQ'D L/S FRONT.. ....... ............... ..................... ................................. 10' SIDE...................................................................................0 c� REAR..................................................................................0 SETBACKS FRONT.................................................................................20' SIDE . ' REAR... ............................................... ................................ 5' OWNER INFORMATION SHELLEY'S TOTAL BODYWORKS C/O MS. SHELLEY ERICKSON 1701 AUBURN WAY SO. AUBURN, WA 98002 PH: (253) 939-9741 FX: (253) 333-9039 t- m SURVEYOR INFORMATION PATHMANN SURVEYING C/O MR. GORDON PATHMANN, P.L.S. 3001 S. 288TH ST, NO. 295 FEDERAL WAY, WA 98003 (:D PH: (253) 941-3694 FX: (253) 941 -1301 (:D LEGAL DESCRIPTION THAT PORTION OF THE SE 1/4 OF THE NE 1/4 OF SECTION 19, T 21 N, R 5 E, W.M., IN KING COUNTY, WASHINGTON, BEING DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID NE 1/4, THENCE S 89'38'35" W, ALONG THE SOUTH LINE OF SAID NE 1/4 AND THE CENTERLINE OF 17TH ST. SE, A DISTANCE OF 511.11 FEET, TO THE POINT OF INTERSECTION WITH THE SOUTHERLY PROJECTION OF A CHAIN LINK FENCE PER CITY OF AUBURN LOT LINE ADJ. NO. LLA-12-85R, AS RECORDED UNDER KING COUNTY RECORDING NUMBER 8607080970; THENCE N 00'24'26" W, ALONG SAID PROJECTION, A DISTANCE OF 30.00 FEET, TO THE NORTHERLY MARGIN OF SAID 17TH ST SE AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING N 00'24'26' W, ALONG SAID CHAIN LINK, A DISTANCE OF 151.09 FEET; THENCE N 07'03'00" E, ALONG SAID CHAIN LINK FENCE, A DISTANCE OF 5.43 FEET, THENCE S 89103" E A DISTANCE OF 43.16 FEET; THENCE S 00'45'47" W A DISTANCE OF t 19,12 FEET; THENCE N 89'38'54" E A DISTANCE OF 47.72 FEET; v THENCE S 35'23'28• E A DISTANCE OF 39.14 FEET; THENCE S 00' 13'26" W, A DISTANCE OF 104.47 FEET, 70 SAID NORTH MARGIN OF 17TH ST SE; THENCE S 8938'35" W, ALONG SAID MARGIN, A DISTANCE OF 112.48 FEET, TO THE TRUE POINT OF BEGINNING. PARCEL NUMBER 192105-9193 DATUM CITY OF AUBURN BENCHMARK (NGVD 29 VERT) D SITE BM-1, ELEVATION 117.88, R.R. SPIKE IN POMIER POLL LOCATED ON THE SOUTH SIDE OF 17TH STREET S.E. OPPOSITE THE S.W. CORNER D OF THE PROPERTY SHOWN HEREON. BLD XXXX-00 RECORD DRAWING CERTIFICATION PROJECT REF: ALT 00-0132 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S THESE PLANS ARE "APPROVED" FOR CONFORMANCE CONSTRUCTION RECORDS. WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REV. DATE BY DESCRIPTION 'sue- REQUIREMENTS 1 09/20/00 J.R.P. REVISED PER C.O.A. COMMENTS BY: 41.E DATE: 4443A&Z APPROVED BY; 5.. 0 2 09/27/00 J.R.P. REVISED PER C.O.A. COMMENTS TITLE POSITION CONFIRMED BY CITY DATE: s DATE APPROVED: 3 to 0o G. MO Rc- NOP-Af a %>A*.W_lWCr ST^LLS w cD ccn tin O O) 2f cv 2f o r0 00 .� W o U-) y1 � Qu � � 0 °O irn W J C�) W C'n,rC� = L'j N 7D�¢� ryCn3: I l -13 CO 1-4 cr fir,- m - - r- C i i r z � m (D in i) W - IA. Ili Il)Z W C) w >_ w cn W �- _� w w _J I--- W Ln Ln N z 0— V ! Zwq % ATE AUGUST 2000 RAWN BY J.R.P./G.MO ---SIGN BY AFP )B N0. --020 SHEET NO. c I of 3 t O ;1 0 Ito LOCATED IN N.E. 1 /4 OF SECTION 19, T21 N, R5E, W.M. AUBURN, WASHINGTON . PAVING — I (= SLOPE' 7 - 6 DN CONC. CURB — o .00 o o c 0, o a 0 0 p O o0 80 9 o c o Q —j 4"—%* MINUS COMPACTED SUB —BASE CRIUSHED ROCK PER SOILS REPORT/ TESTING LAB CURB 8t PAVING SECTION C2 N.T.S. TYPICAL EXIST. DOWNSPOUT 6" MIN - CONTRACTOR SHALL EITHER PROVIDE DIRECT TIGHTU14E TO ROOF DRAIN CONNECTION OR PROVIDE SLEEVE AS SHOWN WHICH ALLOWS FOR SETTLEMENT. CONTRACTOR SHALL COORDINATE W/ OWNER REGARDING CONNECTION TYPE. 4" PVC DRAIN PER PLAT, 45' MAX BEND IN 5 LF, PROVIDE CLEAN -OUTS 0 ENDS OF COLLECTOR PIPE RUNS BUILDING I I I I� - ( 1.5 LF 4" PVC 4" ELBOW AS REQ'D DOWNSPOUT / ROOF DRAIN DETAIL N.T.S. UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL DUDE CALLING UTILITY LOCATE 0 1-800--424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTXJTY OR{fSSINGS 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 POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. EX. P. POLE a SITE BM-1 \A. I I I � I I I I I I I I I 1 I I I I I I I 1 118 - I RIDGE 0 �. EB .�i I118.20 + EX. 6" I I I 30' I cn R.O.W. I I c I EX. D/W 6 i I EX. ICONC. DRIVE r & WALK TO BE ^ EX. F.H. i I REMOVED N \ Y � EX. D/W EN'TRANCE 3 W EX, MAIL , o ' (TO REMAIN) I I BCXS " + �� ll j I II- 4J I wI I N SAWCUT & REPLACE I I co EXISTING S/W, PAVEMENT, `v CURB & GUTTER IN -KIND PER C.O.A. STANDARD = S MID') I p 03 I I d I> I EX. D/W TO---' IE REMOVED I I I > --- PER C.O.A. i STDS. ( �� EX. SSMH I b RIM 118.02 I I I CNTR CHAN 110.26 W (OUT), E (IN) EXIS-. CONC. S/W CJRB & GUTTER /i PAPA v � i � • s i //. EXISTING HOUSE 9, 3 'i 2,9 57 SF• /A ..L 1 r A .' I I 00 EX. SDMH TYPE II RIM 118.35 EX. D/W I 12"IE (W-E) (N-S) 114.12 I INSTALL CB PROTECTION PER C.O.A. DEV-8 .� AQx I - SD - EX. CB TYPE I I I RIM 118.35 ' 12" IE (N) 114.70 Ica- I 12" IE (S) 114.75�� EX. SDMH TYPE II / RW 119.72 +�� L EX. FENCE TO BE REMOVED EX. CB TYPE I + RIM 117.C,7 i i INFILTRATION TRENCH PER DTL 1/C3 i INSTALL SILT FENCE AS SHOWN PER C.O.A. DEV-6 EXISTING SWIMMING POOL (VACANT) N 0 W I 12 IE (IS) 115.23 / I O G o O EX, 12" IE N 0013'55* E 195.01' - - - (N) OJT (RESIDENTIAL) CIVIL PLAN 1 n=20' * SEE SHEET Cl FOR DIMENSIONS CIVIL PLAN NOTES: 1. FLOOR DRAINS (IF ANY) ARE NOT TO BE INSTALLED AT THIS TIME. IF INSTALLED LATER THEY SHALL BE DIRECTED TO THE SANITARY SEWER VIA AN APPROVED OIL/ WATER SEPARATOR. 2. OUTDOOR LIGHTING FIXTURES (IF ANY) SHALL BE SHIELDED AND DIRECTED TO AVOID LIGHT SPILLAGE ONTO ADJACENT PROPERTIES AND AVOID GLARE FOR MOTORISTS TRAVELING ON ADJACENT STREETS. 3. POST BUILDING ADDRESS W/ 18" HIGH LETTERS ON FACE OF BUILDING AS/IF REQUIRED BY THE CITY OF AUBURN. 4. CONTRACTOR SHALL COORDINATE NEW POWER, CABLE, PHONE & GAS SERVICE (IF ANY) W/ UTILITY PROVIDER. CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONE & GAS SERVICE LOCATIONS W/ BUILDING OWNER. b 0 F- C) 'v. + i 00 Z On X p v- jj z 04 w U) � W M �O0C)�00 �.J m d 4 3 . z J R m Q Z CO W Lam.. OC (D W cy F-- a- Z W � U LAJ w w ...I � W V) LEGEND F DESCRIPTION NEW 00STIMG r ROOF DRAIN ---RD — — — RD — — STORM SEWER SD — — —SD — — SANITARY SEWER ___SS__ — WATER --W--- GAS LINE --G--- FIRE HYDRANT 'Q WATER VALVE z WATER METER 113 CATCH BASIN 0 J STORM MANHOLE 0 SEWER MANHOLE O 1p '� _... CONCRETE V LANDSCAPING EXTRUDED CURB RIDGE LINE - RIDGE -uj PAVEMENT FLOW > 115_00 SPOT ELEVATION CB PROTECTION k F. Pp'1,� BLD XXXX-00 RECORD DRAWING CERTIFICATION PROJECT REF: ALT 00-0132 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S THESE PLANS ARE "APPROVED" FOR CONFORMANCE CONSTRUCTION RECORDS. WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REv. DATE BY DESCRIPTION REQUIREMENTS 1 09/20/00 J.R.P. REVISED PER C.O.A. COMMENTS BY: 4ggg. ;r 00AL DATE: 4•/ & 3/,v x TITLE/POSITION Ems- APPROVED BY;_ 2 09/27/00 J.R.P. REVISED PER C.O.A. COMMENTS CONFIRMED BY CITY DATE: ®o DATE APPROVED: `-/?4/2' DATE AUGUST 2000 DRAWN BY J.R.P./G.MO DESIGN BY AFP JOB NO. 00-020 SHEET NO. C2 P 2- of; 3 QD1�0 010167C GENERAL PLAN NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. STANDARD PLANS AND SPECIFICATIONS SHALL BE *WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSOOT) STANDARD SPECIFICATIONS AND STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION' AND CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF STANDARD CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS, 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL ALAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. GRADING NOTES 1. THE CONTRACTOR SHALL GRADE THE SITE TO THE GRADES SHOWN PER THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE REQUIREMENTS OF THESE DOCUMENTS REGARDING ALL PAVING SECTIONS, CONSTRUCTION METHODS, AND OTHER SOIL RELATED REQUIREMENTS. 2. THE CONTRACTOR SHALL SUBMIT FILL SOURCE, SPECIFICATION, AND A HAUL ROUTE PLAN TO THE CITY OF AUBURN FOR REVIEW AMD APPROVAL PRIOR TO PROCEEDING WITH ON -SITE WORK. 3. FINISHED GRADES SHOWN ON SHEET C2. REQUIREMENTS FOR EXPOSED SOIL STABILIZATION DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE, AS REQUIRED BY THE BUILDING OFFICIAL: 1. FROM APRIL 1 TO OCTOBER 31 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. 2• FROM NOVEMBER 1 TO MARCH 31 ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 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. STABILIZATION SHALL CONSIST OF MULCHING OR HYDROSEEDING IF SHOWN ON THE PLANS. MULCHING SHALL BE HAY OR STRAW APPLIED AT A RATE OF 100 BALES PER ACRE (APPROX. 2" THICKNESS). APPLY MIXTURE BELOW TO PREPARED SEEDBED AT A RATE OF 120 LB/ACRE: URBAN APPLICATION PROPO RONS BY WEIGH I BaTy I GERMN ATION KENTUCKY BLUEGRASS 30% 85 80 A(.�LPHI, BARON OR F KIN CREEPING RED FESCUE 40% 98 90 (PER A PFREMIAL RYE 30% 95 90 (DERBY OR PENNANT CONSTRUCTION SEQUENCE 1. ATTEND PRECOJSTRUCTION MEETING WITH THE CITY OF AUBURN. 2. CONSTRICT TEMPORARY CONSTRUCTION ENTRANCE 3. WORK WITHIN R/W SHALL BE LIMITED TO 15 CONSECUTIVE DAYS. CONTRACTOR SHALL. COORDINATE WITH CITY OF AUBURN REGARDING TIMING. 5. GRADING do BUILDING CONSTRUCTION MAY BEGIN. CONTRACTOR SHALL WATER THE SITE AS NECESSARY TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION AC11V1TY DURING DRY PERIODS. 6. CONSTRUCT UTILITIES & PERMANENT STORM CONVEYANCE FACILITIES. 7. COMPLY WITH THE GRADING, DRAINAGE & EROSION CONTROL NOTES IN THE CONTINUOUS OPERATION AND MAINTENANCE OF THESE FACILITIES. 8, PAVE SITE, CLEAN ENTIRE STORM SYSTEM, SWEEP STREETS AS DIRECTED BY THE CITY Of AUBURN INSPECTOR. APPROXIMATE FILL/CUT TYPE SPECIFICATIONS FQE STRUCTURAL FILL (IF REQUIRED) FILL MATERIAL TO BE CLEAN, WELL GRADED COMPACTIBLE MATERIAL (CLASS B MINIMUM) WITHOUT WASTE AS DEFINED IN WAC 173-304-100 SPECIFlCATIONS FOR GRU,RNG ALL AREAS TO BE GRADED SHALL BE CLEARED OF VEGETATION, BRUSH, AND ANY OBVIOUS EXISTING DEBRIS, AND STRIPPED OF ANY TOPSOIL AND UNDERLYING SOILS THAT ARE SON, LOOSE AND/OR CONTAIN SIGNIFICANT AMOUNTS OF ROOT AND OTHER ORGANIC MATTER. A 6' DEPTH OF STRIPPING IS EXPECTED, MORE OR LESS; HOWEVER, STRIPPING SHALL TAKE PLACE TO WHATEVER DEPTH IS NECESSARY TO REMOVE ORGANIC MATTER AND SOFT/UNSTABLE MATERIALS FROM BENEATH AREAS TO BE FILLED AND/OR PAVED. STRIPPING SHOULD EXPOSE MEDIUM DENSE, STIFF, OR MORE COMPETENT, NON -ORGANIC EXISTING SOILS. EATH WORK QUANTITIES (CONTRACTOR TO VERIFY) CUT 35 C.Y. FILL 50 C.Y. UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. DUST CONTROL NOTES 1. CONTRACTOR SHALL MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION PRACTICES SUCH AS SEEDING AND MULCHING, AND EROSION BLANKETS. 2. DURING CONSTRUCTION AND DRY WEATHER, SPRINKLE THE SITE WITH WATER UNTIL SURFACE AREA IS WET. REPEAT THE PROCESS AS NEEDED DURING THE DAY. 3. ALL TRUCK TRAFFIC MUST USE THE WASH PAD AS DESIGNED AND SHOWN ON THE T.E.S.C. PLANS TO PREVENT CARRYING MUD INTO STREET. 4. ALL OPEN BODIED TRUCKS TRANSPORTING FINE MATERIAL TO THE SITE MUST BE COVERED TO PREVENT DUST FROM BLOWING FROM THE TRUCKS. 5. DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBUC STREETS ADJACENT TO PROJECT WHICH WILL BE USED BY CONSTRUCTION TRAFFIC SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION. 6. MINIMUM OF ONE WATER TRUCK SHALL BE AVAILABLE ON -SITE AT ALL TIMES DURING CONSTRUCTION. SDMH #2 48"0 RIM = 118.00 IE 02') = 114.00 SEE DTL 2/C3 WRAP TOP & 1.0' OF SIDES WITH FILTER FABRIC 100 YR INS. p EL = 115.67 N 4.0' 2" TO 3" WASHED -• DRAIN ROCK BEDDING AND BACKFILL 12» 12 112» FINISH (MADE PER SHT. C2 TE = 116.00 N 4c�,41 IE = 114.00 i I IE = 113.00 INFILTRATION TANK SECTION A -A 60 LF 12" PERF. PIPE 0 0.0% SDMH #1 48»0 RIM = 118.00 - - - IE(12')=114.00 SEE DTL 2/C3 4.0' U • FM4 Z W \ F- j CD o 00 •� Lo Z�-mac`) op Z M X cl pZN f--w=Lo WV) 0 � co 00 __j m NO 004 �� c) V_ _< - 60 LF 3.0' WIDE TRENCH _ z -� 11= 1=1 I I i I -1 =► i I-1 11= Jill !I I i m •.; 1=11 I-i I I ►- I I-1 I = I �� � I I Z : I=III =1 I I -I I I _.I I _� .. i �� III -I II I I (D �` III! :O �O'a.�'�`-0. :'$:: �•t'' o;., �. �;.6... v� a:� e�Qa.� e0• <���.�,m .:p �?•ll�. I- �' V) - VV Ow 'pfP'..'yn•©'. p.: 4 p '` �, ..�. 0.``'pb ,: .p,: zi.i.k3.a:;. _� ::ii.'G.. � ' Oe UI.•� . ' �� .�....d �•. a:, ,•o.:,e� & .o ,�[i , � ,O� ,�g'� .00,�� _^p,� :C%. ILA_ O GY_ L LJ �q cko SOLID PIPE (TYP) IE. = 114.00 Z WRAP TOP & A CONSTANT (iJ Yi" DIAMETER HOLES SIDES WITH 2 ROWS ALONG THE FILTER FABRIC 2" TO 3» WASHED }- N BOTTOM & TOP 120' INFILTRATION TANK PROFILE DRAIN ROCK BEDDING APART (OR EQUIV. AND BACKFILL _J APPROVED BY CITY --J uj INSPECTOR) INFILTRATION TANK DETAIL C3 N.T.S. m METAL FRAME AND CB CASTING RIM = 118.00 I ( I ADJUSTMENT BRICK (4' MINIMUM, 16" MAXIMUM) e .I OFFSET TOP --I SLAB - A 12" CAP W/ RISER GASKET II 4 1= SHORT NIPPLE (LUBE c� BOTH ENDS) g" MIN. STANDARD GALVANIZED STEEL LADDER/STEPS ® 12" 0/C ROOF DOWNSPOUT LINE 0o 12"o CMP SDR-35 � IE = 114.00 _z { MANHOLE ADAPTOR/ SEAL 00 12"X12»X12" PVC TEE a BOTTOM ELEV = 110.75 fa - RUBBER GASKET JOINTS 12» 0 PVC W/ OPEN 48" TYPE II-C CATCH BASIN BOTTOM OIL WATER CONTROL STRUCTURE OIL WATER CONTROL MANHOLE N. T. S. - -- NOTE: THIS OIL WATER CONTROL STRUCTURE IS REQUIRED FOR USE ON SMALL SITES WITH LESS THAN 2600 S.F. OF TRIBUTARY IMPERVIOUS AREA (EXCLUDES ROOF AREAS). BLD 00-XXXX RECORD DRAWING CERTIFICATION PROJECT REF: ALT 00-0132 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S THESE PLANS ARE "APPROVED" FOR CONFORMANCE REV. DATE BY DESCRIPTION CONSTRUCTION RECORDS. WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS 1 09/20/00 J.R.P. REVISED PER C.O.A. COMMENTS BY: �.�- �' � DATE: 4-/:-3/eZ 10 TITLE/POSITION 4Ew_rr a_ APPROVED BY: �2 S CONFIRMED BY CITY DATE: 6• • o DATE APPROVED: F2 r w V (ri LAJ Q Z 46 J LLJ C21 S' / z,I /� DATE AUGUST 2000 DRAWN BY G-mo DE" BY A.F.P. JOB NO. 00- 020 SHEET NO. C3 oXQic76 Pp'a a 3oF 3