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HomeMy WebLinkAbout05D1761CITr 01 A LI i►in-rrP %JI I L- i 1,^11 1`IV I GJ 1. 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. SHALL BE DIRECTED TO THE SAN. SEWER VIA AN APPROVED OIL/WATER SEPARATOR. 2. OUTDOOR LIGHTING FIXTURES SHALL BE SHIELDED AND DIRECTED TO AVOID LIGHT SPILLAGE ONTO ADJACENT PROPERTIES AND AVOID GLARE FOR MOTORISTS TRAVELING ON ADJACENT STREETS. 3. STREET CURB SHALL BE PAINTED WITH FORMULA WILD-Y1, FIVE FEET FROM EACH SIDE OF DRIVEWAY, IN ACCORDANCE W/ ACC 18.52.050 (C) PARKING LOT LIGHTING MUST NOT EXCEED 1t FOOT CANDLES AT THE PROPERTY LINES. 4. POST BUILDING ADDRESS W/ 18" HIGH LETTERS ON FACE OF BUILDING AS/ IF REQUIRED BY THE CITY OF AUBURN. 5. Co TRACTOR SHALL COORDINATE POWER, CABLE, PHONE & GAS SERVICE W/ UTI1fJTY PROVIDER. CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONE doGAS SERVICE LOCATIONS W/ DEVELOPER/BUILDING OWNER. 6. IN I CCORDANCE W/ ACC 18.52.090(B)(4) ALL COMPACT STALLS MUST BE CLEARLY IDENTIFIED ON -SITE THROUGH PAINTING THE WORD "COMPACT" IN UPPER CASE BLOCK LETTER USING WHITE PAINT ON THE PAVEMENT WITHIN VE INDIVIDUAL PARKING SPACE. GENERAL PLAN NOTES 1. HIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S FIQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY "HANGES 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 FEOAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2000/LATEST EDITION), =XCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S PROJECT SPECIFICATIONS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF AL L CONSTRUC TION. N. O CONTA CT THE PUBLIC WORKS DEPART MENT AT 253-931-3010 TO SCHEDULE A MEETING. �.. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROX. THE CONTRACTOR IS CAU TIONED THAT OVERHEAD UTILIT Y 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 PROVISION OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTACTOR 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 APPROXIM�,TE OFF-PEAK HOURS OR ALTERNATE ROUTES. S. 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. 0. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. li III II I I 110' R I N 155" I I R I w W I .;. o I z EX. LH--------- A 20' II 22.5' T__EX- 2' TELEPHONE LO ` EASEMENT REC#8003050531 7.5' R.O.W. DEDICATION S 88'32'02" E 171.70' L 10' - EX. 10' POWER EASEMENT REC#?912100516 NEW STORMWATER DETENTION/WATER QUALITY FACILITY 5' rKUrANE TANK BOLLARD NOTES: LOCATED IN THE N U.F.C. 8001.11.3 PROTEC11ON FROM VEHICLES. GUARD POSTS OR OTHER 1 /2 OF SECTION 13, T21 N, R4E, W.M. APPROVED MEANS SHALL BE PROVIDED TO PROTECT STORAGE TANKS AUBURN, WASHINGTON AND CONNECTED PIPING, VALVES AND FITTINGS; DISPENSING AREAS; AND USE AREAS SUBJECT TO VEHICULAR DAMAGE. WHEN GUARD POSTS * 2" A.C. PAVING " _CONSTRUCTION SEQUENCE '� ARE INSTALLED, THE POST SHALL BE: LIGHT SECTION, 3" HEAVY SECTION 1. CONSTRUCTED OF STEEL NOT LESS THAN 4 INCHES (101.6 mm) IN 1. ATTEND PRECONSTRUCTION MEETING WITH THE CITY OF AUBURN. " D �' \ \ I I DIAMETER AND CONCRETE FILLED, 2. CLEARING AND GRADING LIMITS ESTABLISHED PER GRADE & FILL PLAN BY POE r COPE 2. SPACED NOT MORE THAN 4 FEET (1219 mm) BETWEEN POSTS ON ENGINEERING, INC. SEE GRA 02-0011, OBTAIN PLANS ® CITY OF AUBURN. ,,.--SLOPE CENTER, 3. CONTRACTOR SHALL VERIFY THAT ALL DITCHES AND SWALES AS SHOWN BY THE 3. SET NOT LESS THAN 3 FEET (914 mm) DEEP IN A CONCRETE FOOTING GRADING PLANS ARE INSTALLED TO DIRECT ALL SURFACE WATER TO CONIC. CURB THE TEMPORARY SEDIMENT POND AS CLEARING AND GRADING PROGRESSES. NO OF NOT LESS THAN A 15-INCH (381 mm) DIAMETER, ° 0 a o UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO LEAVE THE SITE AT ANY TIME ° ° ° ° 4. SET WITH THE TOP OF THE POSTS NOT LESS THAN 3 FEET (914 mm) ° � � o• �_ DURING THE GRADING OPERATIONS. ° ABOVE GROUND, AND 4. WORK WITHIN R/W SHALL BE LIMITED TO 45 CONSECUTIVE DAYS. CONTRACTOR SHALL 5. LOCATED NOT LESS THAN 5 FEET (1524 mm) FROM TANK. COORDINATE WITH CITY OF AUBURN REGARDING TIMING. 5. GRADING & BUILDING CONSTRUCTION MAY BEGIN FOR BOTH PARCELS. CONTRACTOR SHALL WATER THE SITE AS NECESSARY TO REDUCE DUST EMISSIONS AS A RESULT OF 4"-%" MINUS CRUSHE COMPACTED SUB -BASE CONSTRUCTION ACTIVITY DURING DRY PERIODS. ROCK LIGHT SECTION, 6. CONSTRUCT UTILITIES & PERMANENT STORM CONVEYANCE FACILITIES. 6" HEAVY SECTION VERIFY PAVING SECTION 7. COMPLY WITH THE GRADING, DRAINAGE & EROSION CONTROL NOTES IN THE CONTINUOUS *LIGHT SECTION 0 PARKING AND SUBGRADE PREPARATION OPERATION AND MAINTENANCE OF THESE FACILITIES. SEE GRA 02-0011. REQUIRED BY SOILS REPORT. 8. PAVE SITE, CLEAN ENTIRE STORM SYSTEM, SWEEP STREETS AS DIRECTED BY THE CITY AREAS, HEAVY SECTION A SOILS REPORT SHALL GOVERN R=468.35 OF AUBURN INSPECTOR. TRUCKING AREAS & MAIN OVER PAVING SECTION NOTED 9. REMOVE EROSION & S I i DRIVE AISLES TBM#1 5' L/S UTILIT'' 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 EXIST14G 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. o p o� z1 5' - L/S 10' SEWER EASEMENT REC#4397035 i APPROVAL FROM CITY OFFICIAL. - 1 EX 20' RAII `1A1 CURB & PAVING SECTION EASEMENT EX. TRACKS 'REC#7609230684 • • 1 \\\ � Fiffill, \ \ • \ '1 \ \ \ \ \\ \ \ \\ \ \ \ \ \_ \ NVEN \\oll 01 s SHEET INDEX C1 SITE PLAN C2 STORM DRAINAGE & GRADING PLAN C3 WATER & SEWER PLAN C4 DETAILS C5 "H" STRFFT N.W. IMPROVEMENTS NOTES & DETAILS Al, FLOOR PLAN A2 EXTERIOR ELEVATION PLAN A3 OFFICE FLOOR & CEILING PLANS S1 FOUNDATION PLAN S2 ROOF FRAMING PLAN S3 DETAILS S4 PANEL ELEVATIONS S5 DETAILS S6 MEZZANINE FRAMING PLAN S7 STRUCTURAL NOTES Lt LANDSCAPE PLAN 11 IRRIGA11ON PLAN \\ ,� \ I \ \\ \\ e \ 1 \`�\\ti \ \ \\\\ \\\ \� r \�\\\§ (S1 OCCUPANCY) S EX. BUILDING i PROPOSED • • `DDITIO i •` .•INKLERE 1 16CL \` 1 •• 1 91 • 11 •1 \\\� i • I ` , r CL:O DT3 \ \ :: CANOPY CN 110161 .21 / \ \\ ROOM \\7, 1111001 .. , 11TOTAL COIVA NC, ��\��` it \\ : �\ \•\`\ \ \\ O ,\\MEMO \\\\\�\\; \\\ . \ \� \ \ \ \v\\\\\ \ \\ \ \\\ 1 \` "NOW,�_ 1 1 1 DEDICATION 0� • P\ , Q SCREENED DUMPSTER/ RECYCLE AREA EX. ASPHALT--- _, LEGEND DESCRIPTION NEW EXISTING DESCRIPTION U SITE 6TH ST NW 3 3 N N N Ln V m 15TH ST NE AUBURN 3RD ST. NE E. MAIN ST. z 3 a N Q Q ,18 VICINITY MAP N TS SITE DATA SITE AREA 3 AC 3.39 AC LOT 2 4.34 A C LOT ( � 3 ZONING (SITE ADJACENT) CONST RUCTION N OCCUPA NCY SP IN R KLERED ......................................................YES SETBACKS REQUIRED: FRONT.........................................................20, SIDE..................................................... . ......NONE REAR...........................................................NONE SETBACKS PROVIDED: FRONT(E).............. ...................................... 34' + 30' NO -BUILD EASEMENT SIDE(N)...................................... ................68' (f) SIDE(S).......................................................179' (f) REAR(.....................................................60' (+) ALLOWABLE BUILDING AREA: BASIC........................................................12,000 SF SPRINKLER INCREASE....................................300% SETBACK INCREASE ......................................UNLIMITED ALLOWABLE AREA.........................................UNLIMITED PROPOSED BUILDING AREA..................................70,064 SF EXIST. + 5,800 SF MEZZ/2ND FLR 36,540 SF ADDN. + 13,200 CANOPY PERCENT SITE COVERAGE.....................................32.2% LANDSCAPE REQUIRED: FRONT.........................................................10' OTHER ..........................................................NONE CD PARKING REQUIRED: EXISTING PROPOSED OFFICE...................................... .................... 7,200 SF/300 MANUFACTURING ......................................... .18,000 SF/1,000 INVENTORY/WARDWSE.................................50,664 SF/2,500 36,540 SF/2,500 CD TOTAL..........................................................43 SPACES EX. 34 NEW CLODT4PARKING PROVIDED..............................................77 SPACES, (4) H/C BUILDING HEIGHT HEIGHT..........................................................30'-0" (f) OWNER INFORMATION U.S.G. CORPORATION ATTN: ANDREW (ANDY) CVITKOVICH 401 "C" STREET N.W. AUBURN, WA 98001-3908 C'D PH: (253) 288-2535 FX: (253) 931-0601 PROJECT SURVEYOR HOLMVIG, DEWIITT & ASSOCIATES. INC. 1036 COLE STREET ENUMCLAW, WA. 98022 PH: (360) 825-6963 FX: (360) 825-0633 LEGAL DESCRIPTION BEGINNING AT THE SOUTHWEST CORNER OF LOT 2 CITY OF AUBURN SHORT PLAT NUMBER 0009-97, AS RECORDED UNDER RECORDING NUMBER 9712041392, IN KING COUNTY, WASHINGTON; THENCE NORTH 01'27'58" EAST FOR 115.86 FEET; THENCE SOUTH 8832'02" EAST FOR 171.70 FEET; THENCE NORTH 1'34'11" EAST FOR 388.32 FEET TO THE BEGINNING OF A NON - TANGENT CURVE TO THE LEFT THE CENTER OF WHICH BEARS NORTH 24'54'12" EAST, THENCE ALONG SAID CURVE HAVING A RADIUS OF 468.35 FEET, THROUGH A CENTRAL ANGLE OF 14'52'28" AN ARC DISTANCE OF 121.59 FEET; THENCE SOUTH 01'2758" WEST FOR 2.70 FEET TO THE SOUTH LINE OF THE NORTH 180 FEET OF THE SOUTH HALF OF THE NORTH HALF OF SAID NORTHEAST QUARTER; 3 THENCE ALONG SAID SOUTH LINE, SOUTH 86'07'42" EAST FOR 514.38 FEET TO THE Z NORTHEAST CORNER OF LOT 3, CITY OF AUBURN SHORT PLAT NUMBER 0006-92, AS - _ 1.,,• RECORDED UNDER RECORDING NUMBER 9301141836; THENCE SOUTH 03'S2'16" WEST FOR 450.18 FEET TO THE SOUTHWEST CORNER OF - - - LOT 4 OF SAID AUBURN SHORT PLAT NUMBER 0006-92; S 861918' E 858.55' - - V THENCE ALONG THE SOUTH LINE OF SAID LOT 4 SOUTH 86'a556" EAST FOR SITE PLAN 1 "= 40' NEW FXII;nNr -SS- - - LANDSCAPING O GRAVEL 10 EXTRUDED CURB ----- �� PARKING OX CONIC. RTNG. WALL 30'fi 498.94 FEET TO THE WESTERLY RIGHT OF WAY MARGIN OF "C" STREET NORTHWEST DATUM TO THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT THE CENTER OF WHICH BEARS SOUTH 81'03'25" EAST; 27-U RAILROAD SPIKE IN POWER POLE #6/210 AT THE EAST SIDE OF "H" STREET NW, FIRST THENCE SOUTHERLY ALONG SAID CURVE HAVING A RADIUS OF 230 FEET, THROUGH A POLE NORTH OF 2ND STREET NW., ELEVATION 96.97 FEET (NAVD 1988) CITY OF AUBURN CENTRAL ANGLE OF 07'28'43" AN ARC DISTANCE OF 30.03 FEET TO THE SOUTH LINE TBM#1 ELEV = 69.43 MAG NAIL W/ FLASHER SET AT THE SOUTHEAST CORNER OF LOT 1, OF THE NORTH HALF OF SAID NORTHEAST QUARTER; AUBURN SHORT PLAT 0009-97. THENCE ALONG SAID SOUTH LINE, NORTH 86' 05' Sfi" WEST FOR 1281.68 FEET, TO THE POINT OF BEGINNING TBM#2 ELEV = 70.62 FINISH FLOOR OF EXISTING BUILDING ON LOT 3 AUBURN SHORT PLAT 0006-92. PARCEL NUMBER EP 02-6019 132104-9088 BRA 02-0011 RECORD DRAWING CERTIFICATION PROJECT REF: FAC 02-0026 'THESE DRAWINGS CONFORM TO THE CONTRACTOR'S THESE PLANS ARE "APPROVED" FOR CONFORMANCE CONSTRUCT I N R RDS. WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REV. DATE BY DESCRIPTICIN REQUIREMENTS cP 4/e/03 BY: DATE: io nn 1 11/21/02 G.MO PLAN CHECK REVISION TITLE/POSITION vE APPROVED BY' �J..-- 2 12/16/02 G.MO PLAN ckEGcc REVISION CONFIRMED BY CITY DATE: Ill 3 �-8-�3 04/07/03 G.MO REVISED LEGAL DESCRIPT i DATE APPROVED: F J M 11') .Qd- Q cV = c) 2 • W ®V1 OW 2 c:D CV w ' w zt p N 0 Ro. 00 z m LJ C3 u- w w t V a z a w ¢( -fr.o3 DATE AUGUST 2002 DRAWN BY . , _�- G.MO DESIGN BY A.F.P. JOB NO. 02--021 SHEET NO. cl OYERfLOW A --mmax, IMMON" -X z �\\ NX MEM PURNNI w "-1�16 416AN Kr itia El ""NOMM, DE WATER DATA TABLE 1 ` STA. 0+00 O7 STA. 1+97, V'LT (t) 14 STA. 8+04 FIELD LOCATE EXIST. FIELD LOCATE EXIST. 12" MAIN 12" MAIN INSTALL: REMOVE EXIST, 45' BEND INSTALL: 1-8"'TAPP G,V, (Fl-) CONNECT TO EXIST. 12" MAIN 1 12" 45' BEND (MJXMJ) w " 15 INSTALL: 12 D.I. PER PLANS 1-8 X12 REDUCER (FLXMJ) O* RISER AND DDCVA PER CONC. BLOCKING CONC. BLOCKING C.O.A. STDS AND <_;/ STA. 0+12 8� STA. 2+12 SEPARATE SPRINKLER INSTALL: INSTALL: DRAWINGS 1-12"X6" TEE (MJXFL) 1-12" 45' BEND (MJ) 16 INSTALL: 1-6" GATE VALVE (FLXMJ) CONC. BLOCKING 1-F.H. ASSY. PER C.O.A. 7jc 1-11I SERVICE, NEW STD DTL WAFH-1 O STA. 2+32 METER BOX & 1W DOMESTIC CONC. BLOCKING INSTALL: METER PER C.O.A. STD DTL 1-12" 45' BEND (MJ) WATER-14 C' STA, 0+18 CONC. BLOCKING TAP MAIN & INSTALL: 17 INSTALL: l Vi" DOMESTIC SERVICE 10 STA. 3+81 * 1" DEDUCTION IRRIGATION INSTALL: METER W/ DCVA PER C.O.A. 40 STA. 0+25 1-12"X6" TEE (MJXFL) STD. DTL WATER-19 INSTALL: 1-6" GATE VALVE (FLXMJ) (SEE LANDSCSAPE PLANS) 1-12"X8" TEE (MJXFL) 1-F.H. ASSY PER C.O.A. STD 1-8" GATE VALVE (FLXMJ) CONC. BLOCKING q18 > EXISTING F.H. TO BE CONC. BLOCKING REMOVED/RELOCATED 11 STA. 5+31 O AS SHOWN PER v2 STA. 0+30 INSTALL: INSTALL: 1-12" 45' BEND (MJXMJ) COORDINATE W/FIELD INSPECTOR 1-12" 45' BEND (MJXMJ) CONIC. BLOCKING CONC. BLOCKING 19 STA. 0+25, 50' R 6OINSTALLL:L: STA. 1+97 Q STA. INSTALL: INSTALL: 1-45' BEND (MJ) 1-12"X12"X12" TEE (FL) 1 " 45' BEND (MJXMJ) CONC. BLOCKING 3-12" GATE VALVE (FLXMJ) COO12NIC. BLOCKING C® STA. 0+25, 85' R CONIC. BLOCKING 13 STA. 7+70 INSTALL 8" P.I.V. INSTALL: 1-12" X6" TEE (MJXFL) 1-6" GATE VALVE (FLXMJ) 6" D.I. TO EXIST. F.H, CONIC. BLOCKING NC a 1. AL`DITIONAL FITTINGS & PIPE MATERIAL MAY BE REQUIRED. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO F ROVIDE THE NECESSARY FITTINGS AND MATERIAL TO INSTALL THE WATER SYSTEM. 2. WATER METER SIZE AND SUPPLY LINE SHALL BE VERIFIED WITH DEVELOPER. SPRINKLER SUPPLY LINE SHALL BE DESIGNED BY SPRINKLER DESIGNER. CONTRACTOR TO VERIFY SIZE OF TEE & LINES W/ DESIGNER PRIOR TO INSTALLATION. PRE SPRINKLER NOTE SPRINKLER SYSTEMS SHALL MEET THE FOLLOWING REQUIREMENTS: A. FIRE LINE TO BE SIZED BY FIRE PROTECTION ENGINEER. :3. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES. C. A SEPARATE DETAILED PLAN OF THE UNDERGROUND FIRE SPRINKLER LINE SHALL BE APPROVED BY THE FIRE MARSHALL AND INSTALLED BY A WASHINGTON STATE CERTIFIED LEVEL "U" CONTRACTOR IN ACICORDANCE WITH WAC 212-80-010. A POST INDICATOR VALVE WILL BE INSTALLED ON THE SPRINKLER LINE TO ISOLATE THE SYSTEM FROM THE CITY'S WATER SYSTEM WHEN REQUIRED FOR REPAIR. EX. CONIC. ROLLED - I I I I CURB & GUTTER II EX. 2' TELEPHONE EASEMENT II REC#8003050531 I EX. 10' POWER I I EASEMENT 1'00 PEC#7912100516 I �I I I I I Igo' ICI II EX, LDMH E40A I I ail RIM=68.77 IE(W)=65.62 IE(S)=65.27 EX. SSMH 708-09 II I I II I I I RIM=68.61 E(12"N)=63.11 IE(12"E)=63.46 IE(12"S)=63.16 I EX. SDMH E40 II I RIM=68.90 IE(60"N)=59.50 III IE(18"E)=65.70 y EX. FH EX. BOLLARDS (2) EX. SSMH 708-78 RIM=68.65 IE(18"N)=63.30 IE(18"E)=63.25 IE(12"S)=63.35 15OLF 12" D.I. - 149LF 12" D.I. R-468.35 A=121.59 D=14'52'28" ti T EXISTING RR TRACK I N 01'27'58" E 2.70' �� i -� EX. 20' RAILROAD EASEMENT REC#7609230684 WATER NOTES * 1. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL BE PER CITY OF AUBURN STANDARD DETAILS. THE CITY WILL INSTALL THE METER. THE CITY MAY, AT THE CITY'S OPTION, INSTALL SERVICES FROM MAIN LINE TO METER WHEN THE EXISTING WATER LINE IS IN AN EXISTING CITY STREET; ALL OTHER WORK ALL OTHER WORK BY CONTRACTOR. PLUMBING SUBCONTRACTOR SHALL VERIFY THE ADEQUACY OF THE SUPPLY LINE (SIZE/PRESSURE) PROPOSED 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 SEPARATE 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. PUMPER PORT SHALL FACE STREET OR FIRE ACCESS, AND BE READILY ACCESSIBLE TO ANY FIRE VEHICLE FOR FIRE FIGHTING AND PUMPING OPERATION. 4. PROVIDE HOSE BIBS 0 PERIMETER OF BUILDING PER OWNER REQUIREMENTS. 5. FIRE LINES REQUIRE A LEVEL "U" CONTRACTOR 6. MINIMUM 42 INCHES (42') OF COVER OVER WATERLINES EXIST. F.H. (TO REMAIN) - - - .-_- 360.00' 34LF 12" D.I. 1 -EX. LOADING DOCK - E . C.$�TYPE I - -IW - - - - - _ \ \ \\ � x � EX. CB, TYPE I EX. CB, TYPE I - - - _.. � • ' •. \ I �T �S� RIM=69,52 I I 11 RIM=69.52 . ; - IE(12")=66.13 11 RIM=69.52 I I IE(12")=66.67 -70- - - - - - L IE(12")=66.55 \ I CB SOLID LID - - - - -7 - - - - RIM = 69.80 I JL------7 ----- �I -�I I I IE (12") = 65.92 EX. 12' SD .. •• • • . f." :•' .•• ..•° •. •••. ' • • ' . • .:.. �:.' ...' ,° ; . •.° • . •• . •.' ' .ice " • .� � I� .:.. .. I •1' I I I EX. CB, TYPE I EX. 12" SID I II I I I RIM=70.02 21 I II I I IE(12")=66. 2 S 86'07'42" E j 54.38 UNION PACIFIC RR & 0 EX. CB, TYPE I I I I o I RIM=69.26 I I I I IE(12"S)=65.56 I I 1 I I I I EX. CB, TY E I y l I I 15' WATER I I I I RIM=69.52 -I EX. 12" SD I 1Yi" DOMESTIC EASEMENT I I I IE(12")=66.�1 WAREHOUSE STORAGES I E X . BUILDING SUPPLY % CANOPY II I I I h I I I F.F. = 70.62 6: COLUMN & _I I EX, 12" W& EASEMENT I 1>+�" I ENCASING I -1 i I TO BE REMOVED I SERVICE m I I NEW ADDITION I �i 1 i 16 FD I I I I 36,540 SF, SPRINKLERED F.F. = 70.62 I I I I Q F.H. PROPOSED 15' I I I 03' 3' WATER ESMT `� I PLANTER I I TO C.O.A. 1O'X14' I I o EX. CB, TYPE I I ISLAND II 1 „ MECHANICAL I RIM=69.26 I W/ GRASS BOLLARDS I I I 1)h DOMESTIC ROOM IE(12"N)=65.56 SUPPLY LINE I y I I ONLY PER C.O.A. I I 1 .� I I IE(12"S)=65.51 I STDS. -+ I'C-4 I C.O. I ----__ I IE = 65.40 I C I I I I I I I I N EX, CB TYPE I I I EX. CB SOLID LID I I II I I I I RIM-69.52 INSTALL: RIM=69.81 CANOPY 80LF 6" PVC - I IE(12"N)=65.36 I I I I IE(12")=66. 6 AREA SDR-35 0 1,OX I I I I IE(12"SE)=65.46 I �1\ \ , • • TOTAL\\ " •• 11a\\ ,a�a\ \\\\\aa o \ \\\ \\\aka\off �\�\� � • - - ---- - ,� a\ a\ \\a\\ ♦ \ amR % ��.��\�\\ r \-Via..\� \ • , E0EMS \IA \\\a\\aa;\�� ii 1 ! :�VaAVaAVaoav@v.\�DOCKTHIGH ? I \� m _ N S6'05'57" W 7 `_-�- ---- _- -_ - -I----SD-- -- _-- --- 1 _-_--�-EX. FDC EX, ASPHALT 10' SEWER - - EX. SSMH 708-10 �EASEMENT EX. F,H. _I _ _ RIM=68,18 i REC#4397035 I - IE(12"W)=63.43 - - _ - IE(12"E)=63.48 12" D.I. I SD__ - -I UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING U1ILITIES 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 SUMCT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CORE & TAP EXIST. 12" of W/ NEW 6" SIDE SEWER PER C.O.A. STDS. EX. 3'X6' IE = 63.60 (t) AGPV EX. ASPHALT � EX. CB, TYPE I EX. SS = ^ RIM 71,11 CO WATER & SEWER PLAN 1 "=30' P 6" SS = 65.12 I I I r I \ (1 LENGTH 6" D.I. SS I I SD I I EX. CB, TY E I EX. FH (TO BE UNDER WATER MAIN) - - 70 - RIM=69.44 REMOVED/ IE (12") W= 65.60 IE(12")=63.�2 18 RELOCATED 1 AS SHOWN) EX. CB, TYPE 1 I I I I E EX. S/W I I EX. SHUTOFF RIM=69.09 I I I I� I II 11 I 1 VALVE IE(12"NW)=65,54 I I I L� \ I -I - - - �0 7LL _� I 1 / IE(12"SW)=65.59 I S I EX. CB, TYPE I \ I I I n I I I� I� I I I I I I EX. �SPH ALT I 1 EX. CB, TYPE III IE(12")=63.14 I \ EX. CB, TYPE II I RIM=69.52 I I I I I I I RIM=6 .52 1 1 L -- / I IE(12")=62.92 I I PROPOSED 15' I I I I IE(12")=65.14 I I WATER ESMT I 1 I I (I EX. CB, TYPE - - - - J �- I TO C.O.A. �I RIM=71.04 70- I 1 I 1 J L - - - 70 - - - - - I I� I I I IE(12")=65.97 - L �- �\n-�-------- � U-I I -70- - - - T �� -I� I S 86'19'18" I 12" W- - _ _ I say I I 499.14' 0" CCTNWD - -SD-- _ ___ EX. GAS -SD--- _-�--_---SD--�S`=-- TANK 84" 0 SDMH (PUMP STATION) SD EX. 60" SDMH RIM=74.30 -- - - -SD\S -858_55,-SS- - RIM=74.30 OUTLET IE(12"N)=62.20 EX. CB, TYPE I -SD- - OUTLET IE(6"N)=70.70 TOP OF 12" PIPE=64.80 RIM=70.66 TOP OF 6" PIPE=72.65 IE(4" NW)=70.85 IE(18")=65.72 EX. CB, TYPE I EX. SSMH 708-11 OUTLET IE(12" S)=69.30 RIM=70.20 RIM=68.92 TOP OF 12" PIPE=71.60 IE(18")=66.32 IE (18" W)=64.16 IE(3"NW)=70.85 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR S CONSTRUC R RDS. BY: DATE: o TITLE/POSITION CONFIRMED BY CITY DATE: PROJECT REF: FAC 02-0026 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS CP its/p; APPROVED BY:LLrl4einS s i/, DATE APPROVED: #-8-0 3 REV. DATE BY DESCRIPTION 1 11 /21 /02 G.MO PLAN CHECK REVISION 2 12/16/02 G.MO PLAN CHECK REVISION 3 12/1</03 6PA AS-13JICT REV ll�7 O V) Q_ W V) Q 4-/ -7/&.? w K V) v DATE AUGUST 2002 DRAWN BY G.MO DESIGN BY A.F.P. ,XiB NO. 02-021 SHEET NO. C3 Os DOW LA 2' MIN 18" OUTLET --, �l VIEW 1"=2t TOP OF RISER PIPE 18- CAP, RUBBER GASKET 3"XO.90 CAGE STAINLESS STEEL-,,, SUPPORT BRACKET W/ TURNBUCKLE ANCHORED TO CONCRETE WALL (MAX 2' SPACING). MIN ONE SUPPORT. A.C. OR PVC MANHOLE ADAPTOR "Q" OUT PER TABLE FRAME AND LADDER - OR STEPS OFFSET SEE PLAN VIEW WYE. 42" BLACK VINYL 42" BLACK VINYL COVERD FENCE COVERD FENCE EXIST. 10' SOUTH R. SEWER EASEMENT T.W. = 70.00 1.12' FREEBOARD ............................�,........................................................................................................................................................ .................. . 7o r � 70 100YR W.S. ELEV. = 68.88 / =1 LL 68.................................................................................................................................................................................................... 68 ill (RETENTION) -= MATCH EX. GRADE 0 R TYPICAL LIVE STORAGE W.S. ELEV. = 65.80 66............................................................................... ................................................................................................................................ 66 ESTIMATED HIGH RET. WALL PER DTL 6/C4 WATER TABLE 65.0 -- (WETPOND) _ -- -I-- III III ...................-----......................................... 64..................................... 64 if...�. f.1... .. sir' � it -62.80 - Ss 62.......................................... ............................................................................................................ I ... ....................... 0.67' 91 VARIES 25.66' TO 36.66' 9 0.67' 1 DETENTION WET POND SECTION LOOKING EAST)_ C4 SCALE: 1 =20 H0RZ. 1"=2' VERT. 1. PIPE SIZES & SLOPES: SEE PLANS. 2, OUTLET CAPACITY NOT LESS THAN COMBINED INLETS 3, METAL PARTS: A) CORROSION RESISTANT OR GALVANIZED OR ALUMINIZED TYPE II B) IF GALVANIZED STEEL Pff, HAVE ASPHALT TREATMENT 1 4. FRAME & LADDER OR STEPS OFFSET SO: A) CLEANOUT GATE IS VISIBLE FROM TOP B) CLIMBDOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C) FRAME IS CLEAR OF CURB 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS Y4" 6. CONFORM TO CITY OF AUBURN STDS. ROUND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS, RIM 71.00 (t) f OFFSET TOP SLAB C, STANDARD GALVANIZED An a EL STEEL LADDER/STEPS 0 12" 0/C 2VA IS 11 �G& WATER TIGHT tAYR WS CONNECTION -- _- � 2it � EL BELOW � 18" INLET IE 65.80 IE 65.80 FROM POND 18" OUTLET ELEV. = 68.20 18"X18"X18" TEE, CNTR 11-3"0 & RUBBER GASKET 1-1"0 PER RISER JO NTS (REMOVABLE) DTL. 6" MIN. CV EL. 63.80 18" RUBBER GASKET PLUG W/ 3"0 ORIFACE 3 CB TYPE 11-54"0 CONTROL STRUCTURE C4 j 'SCALE: 1"=2' RELEASE RA DESIGN STORM Q (CFS) ACTUAL 16 2 YR 0.36 0.36 10 YR 1.57 1.40 25 YR 2.09 1.99 100 YR 2.68 2.66 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 YK THE HORIZONTAL AND VERTICAL. LOCATION PROR TO CONSTRUCTION. THIS SHALL I1 UUDE CALLING UTILITY LOCATE 0 1-800-424-SM AND TPO POTHOLING ALL OF THE EXISTING UTILITIES AT LOCA . S OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOW 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. i 30' 3"0 ORIFICE �' 1 "0 ORIFICE (11 PLACES) PLAN VIEW RISER DETAIL N.T.S. ••62 WEST R EXIST, 10' ELECT. ESMT. EX. 22.5' 7.5' R.O.W. R.O.W. DEDICATION 42" BLACK VINYL :777�j� COVERD FENCE "H" ST. N W 1.12' FREEBOARD Pol"z Ir 70.00 70 ................................1....... ........ ........................................................................................................................................................................................................................................ ..-�......................... .70 100YR W.S. ELEV. 68.88 (DETENTION) PROPOSED i 2YR W.S. ELEV. = 68.10 GRADE - ICI = .....: ....-.,...... .,,r...z..,.,,,r....,,n,.,,.r........................... ,,r.., ...,.�.-.,•--: ......................... 68 . ... _ 68 EXIST._ 2'� ��_ TELE. ESMT. EX. GRADE ACCESS ROAD W/ GRAVEL FILTER WINDOW CRUSHED ROCK W.S. ELEV. = 65.8t1 SURFACE PER PER DTL 4/C4 C.O.A. STOS. 66............................................................................................ ......................................................................................................................................................................................... 66 RET. WALL = �- PER DTL 6/C4 - �:; r ESTIMATED HIGH w (WETPOND) _ -I WATER TABLE 65.0 r � 64 `i ................................................... ............. r.................................................................................... .. ........................................................................... ................... . _ 62.80 �--i�i-l1- ............................................................................................................................................................................. I...... ...... I......................................................................................................................... . 62 9 10 5 10 64 9 24 0.67' i1 r'T!-\iTi A11 It ifi•T !1/1\ir% #%r- ^Ti o%\.i it AAl/1\1/1 \iAllTi IN 62 B 5' MINIMUM 18" THICKNESS 1h"-4" WASHED _ 68.10 ROCK CORE )-�l 0 2 0 2 c QUARRY SPACES LAYER EL - 63.30 CELL POND BOTTOM NOTE: "KEY" NOT REQUIRED - POND BOTTOM POND BOTTOM (SEDIMENT STG.) EL = 62.80 B EL = 62.80 SECTION A -A (LOOKING NORTH) TOP OF BERM DIVIDING POND INTO TWO CELLS A EL = 68.10 cl 3 C � �) ° 3 TOP OF WETPOND C, U � POND EL. 65.80 BOTTOM OF 5' MINIMUM POND EL. 62.80 A SECTION B-B (LOOKING EAST) 4 GRAVEL FILTER WINDOW DETAIL '14 J N.T.S. v CELL POND BOTTOM 64' SCALE: 1 "=20' HORZ. 1 "=2' VERT. r -I 4r BLACK VINYL COVERED FENCE d cv rM z •'rnj W .- r y W Ln z = 0 z � � W Q u- v , = a 0000 m al U � Q u 0 V) GL W vi w V) T.W.=70.00 SEE POND SECTION 2/C4 VARIES 69.50 68.88 MAX. , J �J #5 0 12" VERT., t4 0 12" HORIZ. 18" MIN, 1"(+) V) J ', = WASHED ROCK clbb,� BACKFILL � ;Jo o ��' Q 2" GLR _ EL. 65.80 'C �c 3 #5 0 12jX' 'i'ART.rn N I 5X3'-8 LAJ 0 15" O/CLAJ r w 0 63.00 N (4) #4 CONT � �- 3"CLR --- = ���A W F. p0F P S 1'-6" 8" 2'-0" COMPACT SUBGRADE ,,� 0 H�yc lo TO 90% DENSITY & � o 4'-2" UNYIELDING, EXCAVATE 'z & RECOMPACT PER SOILS REPORT p 27060 F�� 5 POND RETAINING WALL STE�F ss��NAL ENG\ C4 N.T.S. EXPIRES 3/8/2005 2/t/o3 SEP 02-0019 GRA 02-0011 (GRADING PLAN PREVIOUSLY SUBMITTED) RECORD DRAWNG CERTIFICATION PROJECT REF: FAC 02-0026 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S THESE PLANS ARE "APPROVED" FOR CONFORMANCE CONS TI RE S. WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REV. DATE BY DESCRIPTION REQUIREMENTS GP 4/t/ei 1 11/21/02 G.MO PLAN CHECK REVISION BY: DATE: 2 12/16/02 G.MO PLAN CHECK REVISION TITLE/POSITION APPROVED BY: - ' �� CONFIRMED BY CITY 00 DATE: #A•Ow - - DATE APPROVED:. r. 3 DATE AUGUST 2002 DRAWN BY G.MO DESIGN BY A.F.P. JOB NO. 02-021 SHEET NO. C4 PLAN � J I �I I I\ I I \ Io I EX. SDMH E40A RIM=68.77 IE(W)=65.62 �j IE(S)=65.27 EX. 10' POWER EASEMENT I REC#7912100516� I I 10'R IE=65,80 EX. 2 TELEPHONE7 EASEMENT 6' CLASS "B" REC#8003050531 AC RAMP ® 12:1 I / I EX. SSMH 708-09 55 R I�'o � RIM=68.61 IE(12"N)=63.11 IE(12"E)=63.46 LIE(12"S)=63.16 N 01'2758" 115.86'E - - _ = EX. SSMH 708-78 ------ SS --------- - __ _ I I I I RIM=68.65 ---- SS IE(12"N)=63.30 EX. OF P'VMT. �� »=1 - - IE(12°E)=63.25 �. 10+00 �. H - STREET NW C3 11+00 i^�° I IE(12"S)=63.35 --------SD--- - - ---- - - - -- - - --- SD- ---_--- - - - - - - - - - _ -------------W -- --------------W- ---- - - -- � EX. SDMH E40 -- 16' W -- -------------W---- -- --- RIM=68.90 0 �� IE(60"N)=59.50 es---- - - - - `o -' -�-� IE(18"E)=65.70 CONTRACTOR TO EX. BOLLARDS (2) z m m m COORDINATE THE z EX. FH Z THE RELOCATION J a " 3 OF THE EXIST. o o N N z z POWER POLE AS o d o z �+ `�c zm� SHOWN oz 00 Q CD ZD ui o oN o -CD V) o z� o �+ dCD ¢r�a cli: ►-z¢ (n m t') N CC W (n Cif 0 N W o (~ V) fY (!) "H" STREET N.W. PLAN 1 -20' UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PL',NS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRICF' 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. 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 I I 20' EX. R.O.W. 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 PERMINENT 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, AR�ORTIONS BY WEIGHT X PURITY X GE I)� N KENTUCKY BLUEGRASS 30% 85 80 (ADELPHI, BARON OR FYLKING) CREEPING RED FESCUE 40% 98 90 (PENNLAWN) PERENNIAL RYE 30% 95 90 (DERBY OR PENNANT) APPROXIMATE FILL/CUT TYPE SPECIFICATIONS FOR STRUCTURAL FILL CIF REQUIRED FILL MATERIAL TO BE CLEAN, WELL GRADED COMPACTIBLE MATERIAL (CLASS B MINIMUM) WITHOUT WASTE AS DEFINED IN WAC 173-304--100 SPECIFICATIONS_ OR GRUBBING 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 SOFT, 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. EX. 3' STUB OF 3" PVC IE = 67.79 12" D.I. ® 0. TO CB #8 EXISTING PUMP SYSTEM TO BE SERVICE CONTRACTOR. SYSTEM CAPACITY TO B VERIFIED FOR ADEQUACY TO PUMP EXIT DEVELOPMENT STORM WATER (UNRESTR TO NEW POND FACILITY. MODIFY/SERV REPAIR PIPING, FLOATS, PUMPS, AS RE r-' '" 50 JBBER GASKET W/ 2Y4" ORIFACE OR G.P.K. TOLE ADAPTER IE = 59.77 (Q = 0.40) N ON EL. = 60,00 ON EL. = 59.00 JBBER GASKET W/ 2Y4" ORIFACE OFF EL. = 53.50 VDENT OFF EL. = 53.00 51.93 EX. LIFT STATION DETAIL .%"=1'-Opp RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM i0 THE CONTRACTOR'S CONST CT N RF RDS. BY: DATE: / TITLE/POSITION r CONFIRMED BY CITY DATE: i;6!/1•C3 q "H"- , STREET N.W. EXIST. PVMT-7 22.5' EX. R.O.W. VARIES 7.5' R.O.W. I DEDICATION i Ii 7.5' 2% NOTE: ALL PAVEMENT SECTIONS SHALL BE DESIGNED BASED ON EXISTING GEOTECHNICAL CONDITIONS IN CONFORMANCE WITH THE CITY'S PAVEMENT DESIGN MANUAL AND W.S.O.O.T./APWA STANDARD SPECIFICATIONS. CONCRETE SIDEWALK 6" THICK PER C.O.A. STD DTLS. STSW-1C & STSW-3 LEAVE EXIST. CONCRETE ROLL CURB "H" STREET N.W. SECTION N.T.S. (NON-RESIDENTIAL COLLECTOR ARTERIA D.S. FASTNER - PER CONTRACTOR TYPICAL 6" PVC DOWNSPOUT I I I- 6" MIN - CONTRACTOR SHALL EITHER PROVIDE DIRECT TIGHTLINE TO ROOF DRAIN CONNECTION OR PROVIDE SLEEVE AS SHOWN WHICH ALLOWS FOR SETTLEMENT. CONTRACTOR SHALL COORDINATE W/ OWNER REGARDING CONNECTION TYPE. SEE AUBURN FOOTING DRAIN DETAIL: STORM-07 FOR ROOF & FOOTING DRAIN INSTALLATION DOWNSPOUT N.T.S. PROJECT REF: FAC 02-0026 THESE PLANS ARE "APPROVED" FOR CONFORMANCE (LOOKING NORTH) BUILDING 1.5 LF 8" PVC 6X8 ELBOW AS REQ'D 6" PVC DRAIN PER PLAN, 45' MAX BEND IN 5 LF, PROVIDE CLEAN -OUTS ENDS OF COLLECTOR PIPE RUNS ROOF DRAIN DETAIL WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REV. DATE BY DESCRIPTION REQUIREMENTS CP 9/s/o; 1 11/21/02 G.MO PLAN CHECK REVISION APPROVED BY: ��Qiw eL& 2 12/16/02 G.MO PLAN CHECK REVISION 3 03/12/03 G.MO ADD PUMP NOTE TO 3/C5 LATE APPROVED: '-03 •Pao Z J O z CD CV M Z Co 00 W � C` Lo ZV)oC*4 c,n o0 Lu Jw®� C.)w=Cp WPei ��z000 J •et- ® I pe) Z 0 V) W ui w 0 W W J 0 � Q L �Wa C�d � W ~ W O W 1-- � A w w N EXPIRES 3/8/2005 z m I w w v ft DATE AUGUST 2002 DRAWN BY G.MO DESIGN BY A.F.P. JOB NO. 02-021 SHEET NO. C5 PF 4o Or D 1761 2" A.C. PAVING — LIGHT SECTION, 3" HEAVY SECTION SLOPE DN i�lll�llll1�� CONC. CURB 0 0o C 0 00 0 o a =_ �cc 0 00 0 0 0� 0 0' o * 4"-36" MINUS CRUSHE COMPACTED SUB -BASE ROCK LIGHT SECTION, 6" HEAVY SECTION VERIFY PAVING SECTION AND SUBGRADE PREPARATI * LIGHT SECTION 0 PARKING REQUIRED BY SOILS REPOR AREAS, HEAVY SECTION 0 SOILS REPORT SHALL GOVE TRUCKING AREAS & MAIN OVER PAVING SECTION NOT DRIVE AISLES 1 CURB & PAVING SECTION C1 N.T.S. L rIJLIVI LIY LA, r,h, -' REC#4397035 (TO REMAIN) IE(12"S)=63.33 UTILITY CONFLICT NOTE: RM = 71111 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. File Name I REVISED 3-24-03, ADD TWO EVERGREEN PINES ALONG POND & 1 AT ENTRY ROAD, ADD GC TO SHRUB AREA PER CITY W- LANDSCAPE PLAN EX, 20' RAILROAD EASEMENT REC#7609230684 II w ❑ I EX, ASPHALT EX. SS C. 0. EX. CB, TYPE 1 RIM = 71,71 LANDSCAPE PLAN 1 "=30' U.S.G. CORPORATION # :, ATTN: MR. BRETT KLINGENBEf , 401 "C" STREET N.W. AUBURN, WA 980-301 .' PH: (253) 288-2531 FX: (253) 931i-0601 4, x SITE DATA SITE AREA .................................. ZONING.................................... . .. LANDSCAPE REQUIRED: FRONT...... ......... ................. OTHER ............................. Date: 9-5-02 Scale: 1" = 30' Drawn By: D.B.L. Approved By: Revised: 3-24-03 CANOPY COLUMN & ENCASING BOLLARDS PER C.O.A. STDS. ..7.73 AC (3.39 AC LOT 2, 4.34 AC LOT 3) ..M2 (SITE & ADJACENT) ..10' ..NONE SITE 6TH ST PLANT LIST 3 PINUS NIGRA AUSTRIAN PINE 10 LIQUIDAMBER STYRACIFLUA SWEETGUM 3 N 0 15TH ST NE AUBURN 3RD ST, NE E. MAIN ST. � 3 N a 01;9 —0 P.M! VICINITY MAP NTS 6' HT. AS SHOWN 1 1/2" CAL. 30' O.C. 100 MAHONIA AQUIFOLIUM OREGONGRAPE 2 GAL. 4' O.C. 4 18 THUJA PYRAMIDALIS ARBORVITAE 5'-6' HT. 3' O.C. CD AS REQ'D COTONEASTER DAMERI BEARBERRY COTONEASTER 4" POTS 18" O.C. -A LAWN LOCALLY GROWN SOD AS JB SOD OR EQUAL. 9F A'Nnt> Aew16 NOTES: �nl CoNJuaesto�l w1i 3MRvls INSTALL 4" DEPTH OF COMPOSTED TOPSOIL. INSTALL 3" MEDIUM BARK MULCH IN ALL PLANT BEDS AND 4" DIAMETER AROUND ALL TREES IN LAWN., PROVIDE ONE YEAR WRITTEN WARRANTY FOR ALL PLANTS AND LAWN. o� • 0�•03 INSTALL AUTOMATIC IRRIGATION SYSTEM FOR ALL SHRUB AND LAWN AREAS PER IRRIGATION PLAN. OBTAIN ALL REQUIRED PERMITS AND PROVIDE ALL REQUIRED INSPECTIONS. COMPLY WITH ALL APPLICABLE CODES. i'b SU65Wwr04 OF "ARl6W-1fiet6 wlo i► gnwj AtteftwV4 tY L.A. 4, Gry r'i.Aw►^nw6 Dew:' BIOSWALE & POND HYDROSEED MIX: ELYMUS GLAUCUS 47% FESTUCA RUBRA 40% DESCHAMPSIA CAESPITOSA 10% BECKMANNIA SYZIGACHNE 1% GLYCERIA OCCIDENTALIS 2% SEED RATE BLB./1,000 S.F., 10-20-20 AT 8 LB./1,000 S.F., WOOD FIBER MULCH AT 2,DOO LB./ACRE WITH "J" TACK STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT DAVID B. LOWMAN CERTIFICATE NO. 387 POE #02-021 PROJECT REFERENCE: FAC 02-XXXX This plan sheet reflects the city of Auburn's minimum landscape requirements. APPROVED BY: DATE APPROVED: Cal-g9•03 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCT REC 7S. BY: DATE: 11/WIA TITLE/POSITION E9Q io/_�y CONFIRMED BY CITY -CM, DATE: EAGLE TA DESIGN Sheet of 26007 NE 27th DR. REDMOND, WASHINGTON 98053 � TEL. (425) 89878833 FAX (425) 868-2164 osU►�ci � 15TH ST NE i rnrmn DESCRIPTION NEW EXISTING STORM SEWER SD - - - SD - - SANITARY SEWER - - _Ss- - WATER ---W -- FIRE HYDRANT CATCH BASIN SEWER MANHOLE G CONTOURS 64 - -64- 64.48 SPOT ELEVATION �- TEMP "V" DITCH -' LIMITS OF CLEARING MONEEME REQ'D FILL SLOPE -�- GRAVEL CONE CONTROL STRUCTURE RIP RAP NGPE FENCE FILTERFENCING • CB PROTEC11ON 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 ® 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 THE N 1 /2 OF SECTION 13, T21 N, R4E, W.M. AUBURN, WASHINGTON PROJECT ILLUSTRATION, 1"=60' GENERAL PLAN NOTES 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE *WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S PROJECT SPECIFICATIONS MANUAL, AND THE CITY'S STANDARD CONSTRUCTION DETAILS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253- 931-3010 TO SCHEDULE A MEETING. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTI- FICATION, 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 OPERERATIONS 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. NOTE: SEE SITE PLAN FOR COMPLETE SITE PLAN LAYOUT/DIMENSIONING. CONSTRUCTION SEQUENCE 1. ATTEND PRECONTRUCTION MEETING WITH CITY OF AUBURN. 2. ESTABLISH CLEARING AND GRADING LIMITS. 3. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. 4. CONSTRUCT POND, RETAINING WALL, OUTFALL, DITCHES, FILTER FABRIC FENCES AND OTHER EROSION CONTROL DEVICES AS SHOWN. CONSTRUCT POND W/ OUP ET CONTROL STRUCTURE PER SHEET G4. 6. ALL DITCHES AND SWALES AS SHOWN SHALL BE INSTALLED TO DIRECT ALL SURFACE WATER TO THE TEMPORARY SEDIMENT POND AS CLEARING AND GRADING PROGRESSES. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO LEAVE THE SITE ANY TIME DURING THE GRADING OPERATIONS. 7. GRUBBING & GRADING MAY BEGIN. 8. OBSERVE REQUIREMENTS OF PROJECT GEOTECHNICAL REPORT DURING ALL ASPECTS OF PROJECT GRADING, FILLING, AND BUILDING SUB -GRADE PREPORATION. SITE sTH NsT � N = 2ND ST. SITE DATA SITE AREA ..................... ....... .. ZONING....................................... . OWNER INFORMATION LOT 4 U.S.G. CORPORATION ATTN: MR. BRETT KLINGENBERG 401 "C" STREET N.W. AUBURN, WA 98001-3908 PH: (253) 288-2531 FX: (253) 931-0601 PROJECT SURVEYOR HOLMVIG, DEWITT & ASSOCIATES. INC. 1036 COLE STREET ENUMCLAW, WA. 98022 PH: (360) 825-6963 FX: (360) 825-0633 LEGAL DESCRIPTION AUBURN 3RD ST. NE E. MAIN ST. / II = 3 3 3 V) N U � p m Q VICINITY MAP NTS ..7.73 AC (3.39 AC LOT 2, 4.34 AC LOT 3) ..M2 (SITE & ADJACENT) a.s' R.O.W. LOT 2 OF THE CITY OF AUBURN SHORT PLAT 0009-97 AS RECORDED UNDER RECORDING ANnCPAMD NUMBER 9712041392, TOGETHER WITH LOT 3 OF THE CITY OF AUBURN SHORT PLAT 0006-92 AS RECORDED UNDER RECORDING NUMBER 9301141836, RECORDS OF KING COUNTY, WA. PARCEL NUMBER 132104-9088, -9111 DATUM 27-U RAILROAD SPIKE IN POWER POLE #6/210 AT THE EAST SIDE OF 01H, STREET NW, FIRST POLE NORTH OF 2ND STREET NW. ELEVATION 96.97 FEET (NAVD 1988) CITY OF AUBURN TBM#1 ELEV = 69.43 MAG NAIL W/ FLASHER SET AT THE SOUTHEAST CORNER OF LOT 1, AUBURN SHORT PLAT 0009-97. TBM#2 ELEV = 70.62 FINISH FLOOR OF EXISTING BUILDING ON LOT 3 AUBURN SHORT PLAT 0006-92. 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 PUBLIC STREETS ADJACENT TO PROJECT WHICH WILL BE USED BY CONSTRUCTION TRAFFIC SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION. 6. MINIMUM OF ONE WATER TRUCK SHALL BE AVAILABLE ON -SITE AT ALL TIMES DURING CONSTRUCTION. PROJECT REF: GRA 02-0011 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS cP o0z-0Z APPROVED BY: 1. J DATE APPROVED: Qi 112 110-4, SHEET INDEX G1 COVER SHEET G2 GRADE & FILL PLAN G3 SECTIONS & NOTES G4 DETAILS RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTI RE DS. BY: DATE: // TITLE/POSITIONaz CONFIRMED BY CITY DATE: 11• 1"l REV, DATE BY DESCRIPTION 1 08/07/02 G.MO REVISED PER C.O.A. PLAN CHECK COMMENTS 2 09/12/02 G.MO REVISED PER C.O.A. PLAN CHECK COMMENTS J to i C� O ^Vil C7 Z CV 00 C7 00 •� W�C:)t1) (0 LLJ !J: li W C7 Z W � ES � \ 2 CV ul) 00 00 m 17 U�QC14 W w �N F. '°0 r,F *Asti, �� 27060 p �4NA L EXPIRES 3/8 200� t(atvil DATE JUNE 2002 DRAWN BY G.MO DESIGN BY A.F.P. JOB NO. 02-021 SHEET NO. Gl I aft 4� `l INSTALL: 54"0 FUTURE CONTROL - -69-- - LOCATED IN THE N 1 /2 OF SECTION 13, T21 N, R4E, W.M. STRUCTURE PER DTL. 3/G4- \ R 46835 2 AUBURN, WASHINGTON 17LF 18" PVC . �6� �- -� A=121.59 G3 SDR-21 0 1.0% 5 INSTALL: TEMP. T.E.S.C. 1 `�� D=14.52'28" POND OVERFLOW STRUCTURE \ EXISTING \ EX. 20' RAILROAD I PER DTL 4/G4 -� \` RR TRACK I 69 EASEMENT I -� \ \ I REC#7609230684 EX. SSMH 708-09 I J I I �,�\ N 01'2T58" E ' cl E(12 N)=63.11 ( I I I I IE = 65.80 gg.� �,� 68->_ IE(12"E)=63.46 I 1 S - _ IE(12"S)=63.16 I I I I I `� ` S'0T42"� j54.38 ----`_ - - • Z EXIST.f- '�+ 100I I - - - u�i CLEARING (TYP.) N - - - O d" LIMITS OF �' EX. LOADING o - 'rV %� C) l of 1 • �..� ... IE = 69.00 / I .` - - - - - _ DOCK r j .' cD cv IE=67.90 / II t `---W-1i-_-___- �(-``--- I c I / J Ir- INSTALI,� TEMP. "V" \ i - - - - - 0 - - - - - ` I w c� r'I III I I I I 15LF 18" PV\ / DIT R-,00.5%MIN. \ II � � ---�TE - II -`-W----I� --- _-- --- - � � � I _ I I ( I SDR-21 ®0.0% I �\ ��g,-ul ROtC CHECK DAMS 69- .. II - -SD- f j- - - - - -� - I I EX. CB, TYPE I - - W- - -I - - - - - �+'w PER C.O.A. DI (TYP.) I / EX. X I - - I © EX. GB, TYPE t RIM=69.52 ----� � _ - - - - �� / - RIM=69.52 I RIM=69.52 I I IE(12")=66.67 I , [ Z - MATCH EX. I --1 ' - - - - - IE(12 )=66.13 I " I I 69- I \ IE(12 )=66.55 -} - - - GRADES 9 - - - J L 11 I i w : 4 I I -� - - - (TYP.) I \ . I # (86') -70 _ - ESQ �,,� "` LO L - I CB SOLID LID _ _ C) o RIM = 69.80 I 302' - J L _ - - -7 - - -- \ � - -jI I = A: (75 I I 12" 65.92 -LI ( - __ -sD- - -I -sD- - _ �� 25' I 1 I �' I I I3 0000 - ! I INSTALL CO PROTECTION " J d- rra PER C.O.A. DI (TYP.) I I EX. 12 SD I I I EX. CB, TYPE I rr i N I I EX. CB, TYPE I I I j IP04 -- RIM-69.26 I I RIM-70.02I W- - - _ - -1.... ( IE(12'N)=65.71 i 1 I IE(12 )=66.22 EX. SSMH 708-781 I 1 t- �. IE(12 S)=65.56 RIM=68.65 I I I EX. SDMH E40A _ , \ I 1 I I 2' I 10' IE 12"N)=63.30 I RIM=68.77 I I tih ( II IE(W)=65.62 EX. SDMH E40 I I PROPOSED ( IE(S)=65.27 I I NEW N= 65.62 € I I RIM=68.90 II 7.5 R.O.W. I O \ \ I I I I m IE(60"N)=59.50 DEDICATION , \ I � RAISE RIMS I j 1 IE(60"S)=59.60 IE(18"E)=65.70 I I I I l i 1 I I I I I I 11 I I I cn EX. 2' TELEPHONE EASEMENT 11 REC#8003050531 I I I I II I I I I EX. 10' POWER ! 13 EASEMENT I� I REC#7912100516 I}-i - - .- J .................... INSTALL: 54"0 FUTURE CONTROL STRUCTURE PER DTL. ( I I II 3/G4 I' I 17LF 18" PVC I I I I SDR-21 01.0% I_ EX, SDMH E40A ( I i lmoo RIM=68.77 II I I ( 10' IE(W)=65.62 2I ( 5' IE(S)=65.27 NEW 18" (N) = 65.61 13 G4 1 all _ EX. SSMH 708-09 I I Il I ZI i RIM=68.61 1 1E(12"N)=63.11 i IE(12"E)=63.46 I 11 II IE(12"S)=63.16 Ij _ EX. SDMH E40 RIM=68.90 1 - IE(60"N)=59.50 IE(60"S)=59.60 IE(18"E)=65.70 I PROPOSE II 7.5' R.O.W. EX. FH I I DEDICATION EX. BOLLARDS (2) 15LF 18" PVC EX SSMH 708-78 SDR-21 ® 0.4% RIM 68.65 IE(12"N)=63.30 IE(12"E)=63.25 IE(12"S)=63.35 AS REQUIRED j 4, \ �0> I I I I I I EX. CB, TYPE I I ( ILT ) I I I I I RIM-69.52 I EX. 12" SD IE(12 )=66.51 INSTALL - SILT I E X. BUILDING I I I I SILT FENCING PER \ i - I I C.O.A. DEV-6 (TYP.) - / I I F.F. 70.62 l- f EX. 12" W & EASEMENT I iv I LOT 1� \ � � � PROPOSED BUIL ING PAD EXIST. WATER & STORM DRAIN N F.F. = 70.62 (AD ST PAD A, CORDINGLY) I I N UNDER PROPOSED BUILDING 1 %^- `' • I i i _..r_ I WILL BE RELATED UNDER If I ,LOT 3 FAC PERMIT / l { I LOT ", T.E.S.C. SETTLING / ' - / / � � I , EX. CB, TYPE I RIM=69.26 I I I 5 I / DIET. VOL. REO'D =......................................27,819 C.F. / / o I IE(12; N)=65.56 I I I DIET. VOL. PROVIDED = ............ .................. ..28,926 C.F. IE(12 S)=65.51 _ + I WET POND VOL. PROVIDED = ......... ............... 20,601 C.F. TOP ELEV. =...............................................69.88 --�` '�'_- I / / ► I j I I 3 BOT ELEV. (LIVE STORAGE) _......................65.80 EX. CB SOLID LID * EX. CB, TYPE I RIM=69.81 i cn RIM-69.52 TOP DEAD STORAGE ELEV. _ .......................65.80 / 1 IE(12"N)=65.36 i i I I I IE(12")=66.36 BOT DEAD STORAGE ELEV. _ ......................62.80 / -' . -/ I � IE(12'SE)=65.46 I I I I I THIS POND WILL FUNCTION AS THE PERMANENT / 2t0' I. I IE(6"E)=66.16 I EX. CB, TYPE I I EXIST. (� STORY OFFICE I j � DETENTION / (2) CELL WET POND WITH MINOR / i / \ 2, I I I RIM=66.77 I 7,200 SF TOTAL I I I 7_7 � j I IE(12 )=65.28MODIFICATIONS- - ® ! I I I of a - _ INSTALL: TEMP. CONSTRUCTION TBM 1 II �/L RD ENTRANCE PER C.O.A. DE 5 EX. CONC. _ - � 5, \ 6 I \ i PAD I DOCKHIGH-70` 69 3 7 0 - IE = 66.30 1 \ /\ `�- I 7 _ .......... ............ .......... ....... L............. ....................... ........................ - 69 -- EXIST. ASP~ AL - J ............................... -- � - - -- - - -�- (TO BE REMOVED) _ --_-- 1 I b68 F' MP. 12" �� I i \ I 1 S� -... .._ I �, I EX. CB, TYPE I I I I - `n CPEP 9 T.0%- _ 69.E ................ 69- I I EX. FH - I I I RIM-69_44 (PROTECT DURING _ I i 70 I r ...................�....................................... - � I I� ( � �''` I I IE(12")-63.42 1 ` _.&9 ......... CONSTRUCTION) I I I I I j I I I I IE = 69.00 G4 I f NI EX. CB, TYPE I o I -84- EX. S/W • •--.---. �-- INSTALL: I EX. SHUTOFF � RIM 69 09 ''CHAIN LINK VALVE � IE(12;'NW)_65.54 I I ACCESS GATE fE(12 SW)-65.59 I I I EX. CB TYPE I \s I I I I h 62.80 I I_ I I -, I I \ i RIM=69.52 IE = 65.62 `� / � � I I �, _ � ,- � f' _ I � (\ I I I I 58 I- TYP III IE(12 )=63.14 I I EX. CB, TYPE 11 r. ,' I I fit T 11 EX. CB, E I I I I I I IE = 65.80 f \' IE - 68.80 U -. - / �S� I I RIM-69.52 I I I = RIM=69.52 I I IE(12 )=62.92 I I I I I IE(12")=65.14 11 62.80 \ 6�/ ... �... _-_... 7 L I ` - /- - �' I I I I I { \ •>,.w..�� EX. CB, TYPE I `� I I RIM=71.04 I ...................... �jj--70--.----)L_ !`!- II i �' I I J IE12")=65.97 _ I I II I € t € { € { { t - 70 , - I \ I I6"1 Q'1 R" F 7D-- i f € " W - j 1� 49`� 4 -70 - N 86 05'57 4 3.44 _- W- - I _ I - €- € { F i ; € € i f { if W -- _ -�I __ - ON EX. ASPHALT 10' SEWER - ` - - 72 - -SD- - - - _ S - -_ - - - ----._ I� I L - - W- - - - EASEMENT EX. F.H. EX. SSMH 708-10 < - - -S0- - - - - - - - =7S- I - -G- - - - - I- - � REC#4397035 � � \ RIM=68.18 r ^ �� MATCH EX. EX. GAS -SD- - - -- - - - __ = =`'--- - - - INSTALL: TEMP. T.E.S.0 } - POND OVERFLOW STRUCTURE ❑ j \ IE(12"W)=63.43 f GRADES fi EX. 3'X6' TANK 84" SDMH PUMP STATION SD- _ - - - - - - - _ - _ rg" SS- PER DTL 4/G4 INSTALL: 6`1 QUARRY I IE(12"E)=63.48 ❑ it (�) AGPV EX. 60" 0 SDMH RIM=74.30 �D _ '- - SPALLS RIP -RAP TO j RIM=74.30 OUTLET IE(12"N)=62.20 EX. CB, TYPE I -SD- - - - INSTALL: 42" BLACK VINYL POND BOTTOM. EX. ASPHALT LIMITS OF OUTLET IE(6"N)=70.70 TOP OF 12" PIPE=64.80 RIM=70.66 �N O COATED CHAIN LINK FENCE EX. CB, TYPE I CLEARING (TYP.) TOP OF 6" PIPE-72.65 IE(4"SW)=70.85 IE(18")=65.72 EX. CB, TYPE I EX. SSMH 708-11 AROUND POND PARIMETER RIM = 71.11 EX. SS J RIM=70.20 RIM=68.92 (TYP.) C.O. INSTALL: OUTLET IE(12 S)=69.30 SILT FENCING PER TOP OF 12" PIPE=71.60 IE(18")=66.32 IE (18" W)=64.16 EX. CB, TYPE I C.O.A. DEV-6 (TYP.) IE(3"NW)=70.85 UTILITY CONFLICT NOTE: RIM 71.71 CAUTION: PROJECT REF: GRA 02-0011 RECORD DRAWING CERTIFICATION r CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH THESE PLANS ARE "APPROVED" FOR CONFORMANCE ' THE C '�� OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES THESE DRAWINGS CONFORM TO THE CONTRACTOR'S HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTI�1. WITH THE CITY Of AUBURN ENGINEERING DIVISIONS REV. DATE � � �� DESCRIPTION AND SURVEYING 114E HORIZQ GRADE & FILL PLAN REQUIREMENTS C P 1-a-02 CONSTRUCT RE ORDS. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF 1 08/07/02 G.MO REVISED PER C.O.A. PLAN CHECK COMMENTS THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY 1 "=30' BY: DATE: o WHETHER OR NOT -CONFLICTS EXIST. LOCATIONS OF SAID U11UTIES AS SHOWN ON THESE PLANS APPROVED BY: 2 09/12/02 G.MO REVISED PER C.O.A. PLAN CHECK COMMENTS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE TITLE (POSITION CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO CONFIRMED BY CITY C. 2.. DATE: -03 PROCEEDING WITH CONSTRUCTION. DATE APPROVED:- ��L__.r� Z, w V) CL w Fj ct DATE JUNE 2002 DRAWN BY G.MO DESIGN BY A.F.P. JOB NO. 02-021 SHEET NO. G2 osD/76l GRADING AND EROSION CONTROL NOTES 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITES 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 Cl TY, 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), SEDIMENTATION AND EROSION CONTRO! 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 SYSTE14S 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 AND APPROVAL FOR THEIR REMOVAL HAS BEEN RECEIVED FROM THE CITY. 5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCED 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 SEDIMEN- TATION 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. 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. ROUGH GRADES SHOWN ON SHEET G2, 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 PERMINENT 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: 2BI APPLICATION PRQPORTIONS R WEIGHT X PURITY GF.R J KENTUCKY BLUEGRASS 30% 85 80 (ADELPHI, BARON OR FYLKING) CREEPING RED FESCUE 40% 98 90 (PENNLAWN) PERENNIAL RYE 30% 95 90 (DERBY OR PENNANT) APPROXIMATE FILL/CUT TYPE SPECIFICATIONS FOR STRUCTURAL FILL FILL MATERIAL TO BE CLEAN, WELL GRADED COMPACTIBLE MATERIAL PER THE PROJECT SOILS REPORT (CLASS "A" RECOMENDED, CLASS "B" W/ OWNERS AUTHORIZATION) WITHOUT WASTE AS DEFINED IN WAC 173-304-100. SEE PROJECTS SOILS REPORT FOR FURTHER SPECIFICATION/INFORMATION. EARTH WORK VOLUMES: EST. CUT = 1,500 CY (INCLUDING STRIPPING) * EST. FILL = 4,000 CY * CONTRACTOR TO VERIFY SPECIFICATIONS FOR GRUBBING 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 SOFT, 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. SEE PROJECT SOILS REPORT FOR FURTHER SPECIFICATIONS. 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 ® 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. 73 ...................... w EXIST. LOT LINE TO BE REMOVED �rC� WEST Q LIMITS OF 220' A// • J fCLEARING �•,� r-) "H" ST. N.W. SILT FENCING LIMITS OF Q '`r 73.... _ .............. CLEARING 73 cU�.� cv r EX. BUILDING PROPOSED PROPOSED BUILDING PAD F.F. - 70.62 � a °° F.F. 70.62 (ADJUST PAD ACCORDINGLY) w rQ GRADE • w ® u7 Z E5 O70 )70- �,�� � ��� ....70 z MATCH EXIST. GRADE w Z N GRADES ®fE , TEMP. "V" w=� Co TYP. 67....................... DITCH .67 00 2: 00 SITE SECTIONCN G3 SCALE: 1 "=30' HORZ 1 "=3' VERT. NORTH R LIMITS OF CLEARING SILT FENCING PROPOSED GRADE TEMP. "V" DITCH PROPOSED BUILDING PAD F.F. = 70.62 (ADJUST PAD ACCORDINGLY) EXIST. GRADE 2 SITE SECTION G3 SCALE: 1"=30' HORZ. 1"=3' VERT. PROJECT REF: GRA 02-0011 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS CP 9- iz-o2 APPROVED BY: 1 ff J4 DATE APPROVED: gri h ajo Z cn ZD Q SOUTH fI! z 0 LIMITS OF —� CLEARING Mr SILT FENCING cl— ........... ...........70 w MATCH EXIST. • GRADES @ E, "V" 3 TEMP. TYP. z DITCH .........................67 w w cn _ o d" RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTIO REC S. BY: DATE: I ACI­ TITLE/POSITION CONFIRMED BY CITY DATE: N to v3 K /;, REV. I DATE` I BY I DESCRIPTION W w w cn w O 86 r� 0 F— w c) � F. p`0 i �� OE WASy�E° k2tlrPo44/ EXPIRES 3/$/2003 A/74oz DATE JUNE 2002 DRAWN BY G.MO DESIGN BY A.F.P. JOB NO. 02-021 SHEET NO. G3 : � OCD 17Q EXIST. 10' --�•- SOUTH R SEWER �a �, t •� i' EASEMENT T.W. W FREEBOARD ( 70-1 ........................................................................................................................................................ 100YR W.S. ELEV. = 68.88........................................ 70 -IIIIII III_ 68........................................................................................................................................ - =1III (DETENTION) - MATCH EX. ;11 I I I I GRADE 0 R W.S. ELEV. = 65.80 TYPICAL • 1- 66............................................................................................................................................................................................................... 66 RET. WALL (WETPOND) II PER DTL 5/G4 . -111 III � � I � I Imo, ............................. I i III_ r=1•r1T... 1.f%t°`I �=1.1....................................... 64 --I I I I I I-1 I I_ I I -I I (51=1I El -.-I I' _ 62.80- -1 I t= �' _� I I-III=►T-� � - 62................................... :....... ...................... ........ ..... .............61:80 (-)(HSGWE)................................................................................... 62 9' VARIES 25.66' TO 36.66' 9' 0.67' 0.67' T.E.S.C. POND SECTION LOOKING EAST G4 SCALE: 1"=20' HORZ. 1"=2' VERT. LADDER RUNG 24"0 ACCESS ° ` LID d d . INLET FROM POND ROUND SOLID COVER • FRAME AND LADDER MARKED "DRAIN" OR STEPS OFFSET SEE WITH LOCKING BATS, 18" PLAN VIEW ABOVE. RIM 70.50 (f) 2' MIN ° T ° - TOP OF RISER PIPE ° 18" CAP, RUBBER OFFSET TOP GASKET SLAB 3"XO.90 CAGE STAINLESS STEEL STANDARD GALVANIZED d ,, • ° SUPPORT BRACKET W/ TURNBUCKLE ' Z STEEL LADDER/STEPS ANCHORED TO CONCRETE WALL 0 12" 0/C / (MAX 2 SPACING). MIN ONE 18"0 RISER SUPPORT, WATER TOT OUTLET A.C. OR PVC 9 MANHOLE ADAPTOR �CONNECTION "Q' OUT 2", PLAN VIEW = 0.44 CFS 18" INLET 1 2 IE 65.80 18" OUTLET d " : fE 65.80 FROM POND MOT 18" TEE, RUBBER GASKET JOINTS 1. PIPE SIZES & SLOPES. SEE PLANS. (REMOVABLE) n 2. OUTLET CAPACITY NOT LESS THAN COMBINED INLETS 6" MIN. 3. METAL PARTS: A) CORROSION RESISTANT OR GALVANIZED OR ALUMINIZED TYPE it B) IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT 1 4. FRAME & LADDER OR STEPS OFFSET SO: A) CLEANOUT GATE IS VISIBLE FROM TOP B) CLIMBDOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C) FRAME IS CLEAR OF CURB 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS W 6. CONFORM TO CITY OF AUBURN STDS. 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. C " RUBBERUGORIFACE CB, TYPE 11-54"0 (FUTURE CONTROL STRUCTURE) SCALE: 1 "=2' WEST It EX. 22.5' EXIST. 10' ELECT. ESMT. 11 R.O.W. 7.5' R.O.W. I I DEDICATION ANTICIPATED "H" ST. N.W. I X FREEBOARD 10' 00 -1o•.n 70....................................�.......... /..... ............................................................................................................................................................................................................. I 100YR W.S. ELEV. = 68.88 �--- - PROPOSED - -I I GRADE 68...............................................................1... EXIST. 2' 69.38 TELEX. GRADE (DETENTION) W.S. ELEV. - 65.80 66......................................................................................................................................................................................................................................................... .... RET. WALL 64 ........ 62 - - PER DTL 5/G4 I 111 1.f1 1* ......................................... _III IIII -11 I- -I 11= 111-111=11 I-11 11 HIGH SEASONAL GROUND - I I I- *.(_).. WATER ELEVATION..(HSGWE�.... ...................... r ........................... 0.67' 9' -' 153' (WET POND) ................................................................................................................. .................................................................. 1 9' T.E.S.C. POND SECTION LOOKING NORTH SCALE: 1"=20' .HORZ. 1 "=2' VERT. 48" CIMP STANDPIPE TOP OF POND OPEN TOP, CLOSED BOTTOM EL 69.88 (MIN) INCASED IN CONCRETE 18" RISER PIPE STAND PIPE OVERFLOW RISER OVERFLOW 3 EL. 68.80 EL=68.30 WATER TIGHTAx �1 2 - ° ° ° op i 114" WASHED ROCK SEAL 15 LF 18" PVC o 0 o INSTALL SILT C a FENCING AROUND SDR-21 0 0.0%GRAVEL CONE INV. ELEV. 65.80 x1l �l . ORIFICE ELEV = 63.80 - DRILL A 4** DIA HOLE IN A 12 GA METAL PLATE WELDED TO THE BOTTOM OF THE RISER PIPE O O O O 0 I. Q b TOP OF POND 69.88 1.58' MIN. FREEBOARD 3 2.5' 1 SETTLING ZONE 3.0' SEDIMENT STORAGE AREA �--1" DIA. TYP., 40 HOLES MIN. 0 10" O.C. PERFORATIONS SHALL BE LOCATED WITHIN THE LIMITS OF THE GRAVEL CONE EL 61.80 6" CONC: BASE SLAB ON COMPACTED GRAVEL BASE T.E.S.C. POND OVERFLOW STRUCTURE G4 J N.T.S. BOTTOM EL= 62.80 IT .......................... 70 .........,.T- ................................. 68 68.88 MAX.- _SZ EL. 65.80 3 1� /5 X 3'-8" 0 15" 0/C-\ 3" CLR PROJECT REF: GRA 02-0011, RECORD DRAWING CERTIFICATION THESE PLANS ARE "APPROVED" FOR CO �TISE DRAWINGS CONFORM TO THE CONTRACTOR'S WITH THE CITY OF AUBURN ENGINEEIG QI ' STRUCTI N COOS REQUIREMENTS ct q -i2-o2 - t * ` ` +® DATE: 11 11olAo APPROVED BY,° TITLE/POSITION o DATE APPROVED: % !Z-iO3 CONFIRMED BY CITY DATE: • ...........I ....................... 66 8" ............... 64 �8<a C ALLBLACK VINYLTED (MAIN LINKE (TYP.) T.W.=70.00 SEE POND SECTION 2/G4 VAKltJ Oy.OU co { v b,b(,5'�Q ° o ° 00000 1 00 0 ° 0 00 °° j� #5 0 12 VERT., /4 0 12" HORIZ. 18" MIN, 1"(+) obooOQ 0 WASHED ROCK -6. 00°0 O°° o o°O0° BACKFILL 01 1 (� 00io�100-0 r � pOCaOQo 0 o �P boo Q , �- ilk 0 12" X o' VERT. 1,-9. Ooboo o °aQ '.0, �O° 00 o oo q� V00 ° 00 ° ° F= ►- o �09 (4) 14 CONT =111i1 I 2'-0" COMPACT SUBGRADE TO 90% DENSITY & UNYIELDING, EXCAVATE & RECOMPACT PER SOILS REPORT • w Q r7 Lo CID o •p.� bt r-- E . j r'1 w x J W u- W RWZ� V) got 3�Zao "W2¢lc._*q� 3 z m V) Q W (3 Lei w w cn U 5 POND RETAINING WALL G4 N.T.S. REV. DATE BY DESCRIPTION 1 08/07/02 G.MO REVISED PER C.O.A. PLAN CHECK COMMENTS 2 09/12/02 G.MO REVISED PER C.O.A. PLAN CHECK COMMENTS _".J i-- LLJ cm Iq DATE JUNE 2002 DRAWN BY G.MO DESIGN BY A.F.P. JOB NO. 02-021 SHEET NO. G 4 UF v QP��57A V��V