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04D1749
A µ�' t- SITE PLAN NOTES: i 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. 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 WID-Y1, FIVE FEET FROM EACH SIDE OF DRIVEWAY. IN ACCORDANCE W/ ACC 18,52.050 (C) PARKING LOT LIGHTING MUST NOT EXCEED 14 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. CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONE & GAS SERVICE W/ UTILITY PROVIDER. CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONE & GAS SERVICE LOCATIONS W/ LjEVELOPER/BUILDING OWNER. 6. IN ACCORDANCE W/ ACC 18.52.090(B)(4) ALL COMPACT STALLS MUST UE CLEARLY IDENTIFIED ON -SITE THROUGH PAINTING THE WORD "COMPACT" IN UPPER CASE BLOCK LETTER USING WHITE PAINT ON THE PAVEMENT WITHIN THE INDIVIDUAL PARKING SPACE. x, I MERAL 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, ENCINEER 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), EX D/W EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY S CONSTRUCTION STANDARDS 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 APPROX. THE CONTRACTOR 15 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. EX D/W IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, ., I UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISION OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR I TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL PYLON SIGN --' (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, PER OWNER STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). REQUIREMENTS 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND W/ LIGHTING SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED i HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING NEW COMMERCIAL/ — MAY BE LIMITED TO APPROXIMATE OFF-PEAK HOURS OR ALTERNATE INDUSTRIAL D/W ROUTES. PER C.O.A. STD. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND DETAIL TRAFFIC-10 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 I THEIR SURErf SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NECt IGENCE CONNECTED WITH THEM. 7 ALL CONSTflUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SMALL 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, Rf.FER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. LOCATED IN THE N.W. 1 /4 SECTION 12, T21 N, R4E, W.M. AUBURN, WASHOCTON I EX D/W EX. 15' WATER EASEMENT SITE PLAN SHEET INDEX CONSTRUCTION SEQUENCE 1. ATTEND PRECONSTRUCTION MEETING WITH THE CITY OF AUBURN (C.O.A.). SHEET TITLE 2" A.C. PAVING Ys" 5Y2" yZ° LIGHT SECTION, 2, CLEARING AND GRADING LIMITS ESTABLISHED PER GRADE & FILL PLAN BY DEVELOPMENT CIVIL PLANS (FAC 03-0036) 3 HEAVY SECTION POE ENGINEERING, INC. SEE GRA 02-0016, OBTAIN COPY OF APPROVED Cl SITE PLAN (GRA 02-0016) PLANS Q CITY OF AUBURN. C2 WATER & SEWER PLAN SLOPE 3. CONTRACTOR SHALL VERIFY THAT THE STORM WATER POND, ALL DITCHES C3 STORM DRAINAGE & GRADING PLAN _I- DN AND SWALES k,S SHOWN BY THE GRADING PLANS ARE INSTALLED TO DIRECT C4 SECTION, NOTES & DETAILS - CONC, CURB ALL SURFACE WATER TO THE POND AS CONSTRUCTION PROGRESSES. NO C5 SITE SECTIONS & DETAILS � UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO LEAVE THE SITE AT ° ° 0 ° ° ° o BUILDING PLANS (BED 03-c>a38) GRADING OPERATIONS. ANY TIME DURING TIME2200 °� ° � ° ° � .o ° —I 4. OBSERVE REQUIREMENTS OF PROJECT GEOTECHNICAL REPORT BY SPEARS Al FLOOR PLAN _ ENGINEERING & TECHNICAL SERVICES DURING ALL ASPECTS OF PROJECT GRADING FILLING, AND BUILDING SUB -GRADE PREPARATION, A2 EXTERIOR ELEVATIONS 5. WORK WITHIN R/W (IF ANY) SHALL BE LIMITED TO 15 CONSECUTIVE DAYS. A3 OFFICE FLOOR/CEILING PLANS * CONTRACTOR SHALL COORDINATE WITH CITY OF AUBURN REGARDING TIMING. S1 FOUNDATION PLAN 4"-�'s" MINUS CRUSHED COMPACTED SUB -BASE 6. FINISH GRADING & BUILDING CONSTRUCTION MAY BEGIN, CONTRACTOR SHALL S2 ROOF FRAMING PLAN ROCK LIGHT SECTION, WATER THE SITE AS NECESSARY TO REDUCE DUST EMISSIONS AS A RESULT S3 DETAILS 6" HEAVY SECTION VERIFY PAVING SECTION OF CONSTRUCTION ACTIVITY DURING DRY PERIODS. S4 PANEL ELEVATIONS * AND SUBGRADE PREPARATION 7, CONSTRUCT UTILITIES & PERMANENT STORM CONVEYANCE FACILITIES. S5 PANEL ELEVATIONS LIGHT SECTION CE PARKING REQUIRED BY SOILS REPORT. 8. COMPLY WITH THE GRADING, DRAINAGE & EROSION CONTROL NOTES IN THE S6 MEZZANINE FRAMING PLAN AREAS, HEAVY SECTION ® SOILS REPORT SHALL GOVERN CONTINUOUS OPERATION AND MAINTENANCE OF THESE FACILITIES. S7 STRUCTURAL NOTES & DETAILS TRUCKING AREAS &MAIN OVER PAVI14G SECTION NOTED 9. PAVE SITE, CLEAN ENTIRE STORM SYSTEM, SWEEP STREETS AS DIRECTED BY DRIVE AISLES 2222 BUILDING PLANS (BLD 03-0011) THE C.O.A. INSPECTOR. 10. REMOVE EROSION & SEDIMENTATION CONTROL MEASURES UPON FINAL SITE CURBPAVING SECTION STABILIZA11ON & APPROVAL FROM CITY OFFICIAL. Al FLOOR PLAN 1 A2 EXTERIOR ELEVATIONS C1 N.T.S. ��TI1_ITY CCNFI.,ICT NOTE: OUNDATOOPL(ANLING PLANS S1 O ION: FRAMING PLAN OPPOSITE i I S3 DETAILS THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH S4 PANEL ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES S5 PANEL ELEVATIONS AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. S6 MEZZANINE FRAMING PLAN THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424--5555 AND ThEN POTHOLING ALL OF S7 STRUCTURAL NOTES & DETAILS DEVELOPMENT LANDSCAPE PLANS THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR N )T CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS L' LANDSCAPE PLAN ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE 11 IRRIGATION PLAN CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PRoC'EDING k i"H CONSTRUCTION. 5'X5' LEVEL LANDING CURB OR FACE OF BLDG FNDN CONIC. WALK PER PLAN H/C RAMP DETAIL N.T.S. PROJECT REF; FAC 03-0036 THESE PLANS ARE "APPROVED" FOR CONFORMANCE NTH THE CITY OE AUBURN ENGINEERING DIVISION'S REQUIREMENTS APPROVED BY: _ DATE APPROVED: ----- YAZ o 60' INGRESS, EGRESS & UTILITY EASEMENT AF #9111070408 1 r- 0% r- \ I rft 'q 1%J rlCl g 29TH ST. NW 126TH ST. NW 3 z 22ND ST. NW J J Q 29TH ST. AUBU ) ST. pi cn 9 0 1^�1 VICINITY MAP J N.T.S. SITE DATA SITE AREA... 130,800 S.F., 3.00 AC ZONING ...... .... M1 (SITE & ADJACENT) OCCUPANCY ......... _ ......... _ B, S1, F1 CONSTRUCTION. ... _ ...... ..... 5N SPRINKLERS ........... ........... YES SETBACKS (REQUIRED): STREET. ....... ...... 20' SIDE, STREET.... ........20' OTHER.........................0 SETBACKS (PROVIDED): BLDG 2200 am-= NORTH... .... . .......2,12' + EASEMENT 2.12' + EASEMENT SOUTH.. ....51' 51' EAST ..................... _ ......88' 50' (+) WEST... L ....... ...........88' (+) 88, + R.O.W. BUILDING AREA. .... ..... . 24,752 S.F. 24,752 S.F. + 5,824 S.F. MEZZ, + 5,824 S.F. MEZZ. ALLOWABLE BUILDING AREA: BASIC ..........................8,000 S.F. 8,000 S.F. SPRINKLER INCREASE ...... 300% 300% SETBACK INCREASE ........ (51' - 20') X (51' - 20') X 2.5% = 77.5% MAX 2.5% = 77.5% MAX ALLOWABLE AREA.......... (8,000)(1.775)3.0 (8,000)(1.775)3.0 = 42,600 S.F. = 42,600 S.F. PERCENT SITE COVERAGE ...... 38% PARKING REQUIRED: * OFFICE .......... ................ 11,648 S.F./300 MANUFACTURING ..... . 18,928 S.F./1,000 WAREHOUSE/STORAGE....30,756 S.F./2,500 TOTAL ....................... 70 STALLS PARKING PROVIDED ............. 89 STALLS, (4) H/C BUILDING HEIGHT ..................30.00' (t) * BASED ON 20% OFFICE, 30% MANUFACTURING, 50% WAREHOUSE OWNER INFORMATION BREKKE WHITE RIVER, LLC ATTN: MR. JOHN BREKKE P.O. BOX 287 MEDINA, WA. 98039 PH: (425) 451-1511 FX: (425) 451-9663 NQJECT SURVEYOR HOLMVIG, DEWITT AND ASSOCIATES P.O. BOX 1038 1036 COLE STREET ENUMCLAW, WA 98022 PH: (360) 825-6963 PARCEL NUMBER ■fie 122104-9033 oel LEGAL DESCRIPTION THE SOUTH 261.12 FEET OF THE NORTH 742.12 FEET OF THE EAST 500 FEET a .x OF THE WEST 536 FEET OF THE NORTHWEST 1/4 OF THE NORTHWEST Y4 OF SECTION 12, TO'WNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WA. SURVEY DATUM CITY OF AUBURN BENCHMARK NO, 30F, ELEV. 57.05, SURFACE BRASSY INTERSECTION OF 15TH ST. NW AND WEST VALLEY HWY. N. �!4/ DESCRIPTION NEW EXISTING DESCRIPTION NEW - EXISTING FIRE HYDRANT AC PAVING (LIGHT) — C WATER VALVE g AC PAVING (HEAVY) \` WATER METER B3 CATCH BASIN El GRAVEL STORM MANHOLE C CONIC. SIDEWALK SANITARY SEWER MANHOLE' LANDSCAPING EXTRUDED CURB PARKING O CONC. RETAINING WALL FENCE �----x_- RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION CONFIRMED BY CITY _._ DATE: REV. DATE BY DESCRIPTION 1 11/20/03 G.MO PLAN CHECK REVISION 2 01/21/04 G.MO PLAN CHECK REVISION CD p � � 0 000 z E5 a C-D to 00 w Z CV cn < V) -13 00 � co _j m rnCN w w m EXPIRES 3 8 2005 _� � - DATE SEPT 2003 DRAWN BY G.MO DESIGN BY A.F.P. JOB NO. w„ .c.sI ILLT iYJ y,. r w C`J CIIA c� CIA 18 c� CD CAI C`J 4s�-r oti o ►7�l q LOCATED IN THE N.W. 1 /4 SECTION 12, T21 N, R4E, W.M. AUBURN, WASHINGTON ��1 I I I. I � I 3 ' I T EXIST, PANHANDLE 1n DRIVEWAY/FIRE I I Q ACCESS TO NORTH I28' ' i - _._.__..� S 87'24'34" E - \ I �\� I 133' ...." 60' INGRESS, EGRESS & UTAJTY EASEMENT AF #9111070408 I 2.12' I LIN '' \ ,A CANOPY,loin ') /® ♦.. r ao I4 i u 4 Ian 261 rANEW 2200 BUILDING . v i `�\e i'1�e.�lr • w IE 8 f. \ \.- is •CH SUITE ., E 506-03 EX. SSMH, TYPE S I l j „ I 80 PVC e \ ■� VERIFY! 1 1 H' \ v 56.89 TOP O SEWER \ 6" SIDE WA ILK kit) 56. 00 110� SEWER sDw., 4A \, ., i a \\ 4\ \ \ot\\ a\,_ , > \ x .I ♦ \ \ \„ \ ♦ \ �� \ \ \ \\\\\ \.\. �. \ �.. \ \ \ � `\ . \ \ \ 1211, ...., \ \O\ .., w"012' ,'....\\\\...\^\\ tit. , .. .. \ \. \\ \\\\\ \ \. , ,, \ • \ \ \\`\\ `� 4 \ \. \\. \ tom. \ \ �. $ gal ;�, man a ; ,Al `-_ • \'\\\\�\\�\��� fill, ., • 3 500.46, 1 NEW 15' WATER ESMT i ,, i • i • 1 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 NTH CONSTRUCTION. XS-9Y& r Aalfl _ LEGEND DESCRIPTION NEW I EXISTING DESCRIPTION I NEW EXISTING SEWER LINE -Ss- AC PAVING (LIGHT) STORM LINE ----SD - - -SD- - - AC PAVING (HEAVY) - WATER LINE w _ _ -W- _ _ FIRE HYDRANT Ak GRAVEL WATER VALVE Z z WATER METER ■ EE CONC. SIDEWALK CATCH BASIN LANDSCAPING STORM MANHOLE ® CONC. RETAINING WALL SANITARY SEWER MANHOLE r 0 FENCE ---�E" EXTRUDED CURB ?---� PARKING CK) � ( I i I I I I 3 I N I ( I I � w I N _ /I 9 7 64LF 12' D.I. 6 EXIST. 15' i WATER 5LF 12' D.I. STORM IE = 58.75 EASEMENTS 2" WATER IE = 57.50 F.H./F.D.C. DETAIL PROJECT REF: FAC 03-0036 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS APPROVED BY: DATE APPROVED: WATER DATA TABLE �1> STA.0+00 I>*INSTALL: FIELD LOCATE EXISTING MAIN RISER AND DDCVA PER INSTALL: C.O.A. SIDS AND (WITH CITY OF AUBURN) SEPARATE SPRINKLER 1-12"X12" TAPPING SADDLE DRAWINGS BY OTHERS 1-12' TAPPING GATE VALVE 1-CONC. BLOCKING I STA. 1+43 20 STA. 0+27 INSTALL. 1-514" MVO F.H. ASSY. INSTALL: 1-12"X12"X6" TEE MJXFL) 1-12" 45' BEND (MJXMJ) 1-6" GATE VALVE FLXMJ) 1-CONC. BLOCKING 1-CONC. BLOCKING 43 STA.0+68 10 STA.4+20 TAP MAIN & INSTALL. TAP MAIN & INSTALL: 2" DOMESTIC SERVICE 2" DOMESTIC SERVICE < INSTALL: 11 STA.3+36 * METER BOX & 114" DOMESTIC INSTALL: METER PER C.Q.A. STD DTL 1-8"X8"X12" TEE (MJXFL) WASM-2, 2" BUILDING SUPPLY V-12" GATE VALVE (FLXMJ) 1-CONC. BLOCKING 55 INSTALL: 1%' DEDUCTION IRRIGATION 1Q FIELD VERIFY LOCATION do METER W/ DCVA PER C.O.A. CONNECT TO EXISTING 8" D.I. SM. DTL WADM-1 (SEE LANDSCSAPE PLANS) 13 STA. 4+30 O STA. 0+74 INSTALL: * 1-8"X6"X8' TEE (MJXFL) INSTALL: 1-6" GATE VALVE (FLXMJ) 1-12" 45' BEND (MJXMJ) P.I.V. 1-CONC, BLOCKING 2-6" 45' BEND (MJXMJ) STA, 1+38 3-CONC. BLOCKING INSTALL: 0 STA. 4+35 1-12"X12"X6" TEE (MJ) INSTALL: 1-6-GATE VALVE (FLXMJ) 1-5Y;" MVO F.H. ASSY. P.I.V. 1-8"X8"X6" TEE (MJXFL) 2-6" 45' BEND (MJXMJ) 1-6" GATE VALVE (FLXMJ) 3-CONC. BLOCKING 2-CONC. BLOCKING NO : 1. ADDITIONAL FITTINGS & PIPE MATERIAL MAY BE REQUIRED. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE 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, 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 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 AN SHALL AND SUPPLY LINE, AND BUILDING SYSTEM BY OTHERS. A SEPARATE DETAILED PLAN 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 ® PERIMETER OF BUILDING PER OWNER REQUIREMENTS. 5. FIRE LINES REQUIRE A LEVEL "U" CONTRACTOR 6. MINIMUM 42 INCHES (42") OF COVER OVER WATERLINES FIRE SPRINKLER NOTES SPRINKLER SYSTEMS SHALL MEET THE FOLLOWING REQUIREMENTS: A. FIRE LINE TO BE SIZED BY FIRE PROTECTION ENGINEER, B. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES. C. A SEPARATE DETAILED PLAN OF TIME UNDERGROUND FIRE SPRINKLER LINE SHALL BE APPROVED BY THE FIRE MARSHALL AND INSTALLED BY A WASHINGTON STATE CERTIFIED LEVEL "U" CONTRACTOR IN ACCORDANCE WITH WAC 212-80-010. A POST INDICATOR VALVE WILL BE INSTALLED ON THE SPRINKLER LINE TO ISOLATE THE SYSTEM FROM THE CITY'S WATER SYSTEM WHEN, REQUIRED FOR REPAIR. R. 3670 rXPiR s ,s-1 -SOS. RECORD DRAWING CERTIFICAT 1 THESE DRAWINGS CONFORM CONSTRUCTION ECORDS. TO THE CONTRACTOR'S REV. DATE BY DESCRIPTION 1 11/20/03 G.MO PLAN CRACK REVISION BY: A)w--DATE: TITLE/POSITION LAa/d Siv#iVEYvR CONFIRMED BY CITY DATE; 2 01/21/04 G.MO PLAN CHECK REVISION 3 07/16/04 G.MO SEWER REVISION SET NO. C1L►7 EX D/W 506-03 EX. SSMH, TYPE II-48"0 RIM = 59.43(t) IE = 47.78 EX D/W UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXIST?NG UTIUTIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. TICS :)iALl I NCL IDE CALLING UTIUTY LOCATE 0 1-800-424-5555 AND THEN PO ALL OF THE EAST IG U"( TIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFWTS EXIST. LOCATIONS OF SAID UTILITIES AS SHC?M!N ON THESE PLANS ARE LOT GUARANIEED AND ARE SUBJECT TO VARIATION. F 0019TS 90ULD OCCUR, THE CONTRACTOR SHALL CONSULT POE "EERNNG, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING MATH CONSTRUCTION. LOCATED IN THE N.W. 1 /4 SECTION 12, T21 N, R4E, W.M. AUBURN, WASHINGTON 1vi7_\I'J:i LEGEND L9'avdll:i DESCRIPTION NEW EXISTING DESCRIPTION NEW EXISTING SEWER LINE S'S - - -SS- - - AC PAVING (LIGHT) STORM LINE SD - - -SD- - - AC PAVING (HEAVY) WATER LINE -•"--w _ _ _ W .- _ _ FIRE HYDRANT Ak GRAVEL WATER VALVE I S CONC. SIDEWALK Q WATER METER CATCH BASIN ■ LANDSCAPING STORM MANHOLE CONC. RETAINING WALL SANITARY SEWER MANHOLE O FENCE M EXTRUDED CURB PARKING G 60' INGRESS, EGRESS & UTILITY EASEMENT AF #9111070408 WATER DATA TABLE 1 STA.0+00 \"✓ INSTALL: FIELD LOCATE EXISTING MAIN RISER AND DDCVA PER INSTALL: C.O.A. SIDS AND (WITH CITY OF AUBURN) SEPARATE SPRINKLER 1-120X12" TAPPING SADDLE DRAWINGS BY OTHERS 1-12" TAPPING GATE VALVE 1-CONC. BLOCKING 4>STA. 1+43 2 STA. 0+27 INSTALL: 1-5144" MVO F.H. ASSY. INSTALL: 1-12"X12"X6" TEE MJXFL) 1-12" 45' BEND (MJXMJ) 1-6" GATE VALVEFLXMJ) 1-CONC. BLOCKING 1-CONC. BLOCKING 40 STA.0+68 STA.4+20 TAP MAIN & INSTALL: TAP MAIN & INSTALL: 2" DOMESTIC SERVICE 2" DOMESTIC SERVICE O INSTALL: * METER BOX & 1 W DOMESTIC METER PER C.O.A. STD DTL WASM-2, 2" BUILDING SUPPLY 4INSTALL: * 1 W DEDUCTION IRRIGATION METER W/ DCVA PER C.O.A. STD. DTL WADM-1 (SEE LANDSCAAPE PLANS) 6 STA.0+74 INSTALL. 1-12" 45' BEND (MJXMJ) 1-CONC. BLOCKING 47 STA.1+38 INSTALL• 1-12"X12"X6" TEE �FLXMJ) MJ) 1-6" GATE VALVE P.I.V. 2-6" 45' BEND (MJXMJ) 3-CONC. BLOCKING 11 STA.3+36 INSTALL: 1-8"X8"X12" TEE (MJXFL) V-12" GATE VALVE (FLXMJ) 1-CONC. BLOCKING Q FIELD VERIFY LOCATION & CONNECT TO EXISTING 8" D.I. STA. 4+30 INSTALL: # 1-8"X6"X8" TEE (MJXFL) 1-6" GATE VALVE (FLXMJ) P.I.V. 2-6" 45' BEND (MJXMJ) 3-CONC. BLOCKING �4 STA.4+35 INSTALL: 1-5Y4" MVO F.H. ASSY. 1-8"X8-X6" TEE (MJXFL) 1-6" GATE VALVE (FLXMJ) 2-CONC. BLOCKING �aTEs: - 1. ADDITIONAL FITTINGS & PIPE MATERIAL MAY BE REQUIRED. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE 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. WATER NOTES 1. INSTALLATION OF CORPORATE STOPS, WATER SEt?VlICES, LINES AND METERS MALL 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 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 A Y, 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 SHOW & 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 2" WATER IE - 57.50 F.H.,/F.D.C. DETAIL PROJECT REF: FAC 03-0036 -//t//a5/ THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS APPROVED BY: �0.-�- .Silf DATE APPROVED: RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION CONFIRMED BY CITY DATE: FIRE SPRINKLER NOTES , SPRINKLER SYSTEMS SHALL MEET THE FOLLOWING REQUIREMENTS: A. FIRE LINE TO BE SIZED BY FIRE PROTECTION ENGINEER. B. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES. C. A SEPARATE DETAILED PLAN OF THE UNDERGROUND FIRE SPRINKLER LINE SHALL BE APPROVED BY THE FlRE MARSHALL AND INSTALLED BY A WASHINGTON STATE CERTIFIED LEVEL "U" CONTRACTOR IN ACCORDANCE WITH WAC 212-80-010. A POST INDICATOR VALVE WILL BE INSTALLED ON THE SPRINKLER LINE TO ISOLATE THE SYSTEM FROM THE CITY'S WATER SYSTEM WHEN REQUIRED FOR REPAIR. REV. DATE BY DESCRIPTION 1 11 /20/03 G.MO PLAN CHACK REVISION 2 01 /21 /04 j G.MO PLAN CHECK REVISION m! Li W ai vt �q � M Lo F t W 4� r Z © 00 r _ Lo 0 c W W Z LZ Lo Go w J W 3 W N Z W F- Q 1 Z, t r -t e-6 - DATE SEPT 2003 DRAWN BY G.MO DESIGN BY A.F.P. JOB NO. 02-036 SHEET NO. C2 R oap 17a1 I � I I EXIS CB I !RIM = 59. IIE (12") = 57.33 I i i I I I I I I I I I I I I I I 28' (EX.) I I OLF 12" ! i PVC SDR-35 3e2 • 1Ax I I� I� I z + I I EMERGENCY II I I SPILLWAY ! • WEIR PER I ! op DTL 3/C5 I EX. Ir 10" INSTALL: GRAVEL I FILTER WMW PER DTL 4/C5 EX, SD I MH I EX. 8" I I! I - I � EX D/W I I I EX. 8" 506-03 I� - -LAJ S EX. SSMH, / TYPE II-48"0 EXI! I ST CB RIM = 59.43(1) RIM 59. 1 IE=47.78 Ii IE(")= 5.21 NEW 12" 55.21 15'X15' SEWER EASEMENT TO I I 36- CITY OF AUBURN I R. W. I EX D/W I I li 160LF 12" 0. I. • 0.4X i .7 LOCATED IN THE N.W. 1 /4 SECTION 12, T21 N, R4E, W.M. AUBURN, WASHINGTON ! ,1 INGRESS,Iw• CD K7WMK/WET FM .1 BO TTOM 1 1 1 B ® .91 11 .11 © 1• POND 1 : •• EX 12" 1 - PANHANDLE .1 :1 !• ACCESS TW •,EX. 12 i i- 1.6± MATCH EX �\ \ .1 kVa.... �,,, �\ •\ 11 1 r • • (28 0 o ( rk)v \\ AINS `��Iffil�`CANOPY \� IN' 96LF 120 Dr00.05% ,. \ �� \. Mrl \�� \ CANOPY '57.53 (\ ?.\ \\\ \ 1 �, + Iw 12- 1 1,00 \� 1 1'1• SEE AUBURN 1.3 DTL. STORM-07 "SR, FOR FOOTING VALLEY 0 TC :m DRAINS a .5( \�:\ DOWNSPOUT TYPICAL,a; DOWNSPOUT TYPICAL, \\ `\ L 1 \ CONNECT DOWNSPOUT DOWNSPOUT CONNECTION wo gi DOWNSPOUT CONNECTION \�TO TIGHTLINE PER W, WAN's, It," DRAINS FOR FOOTING I \ �58.66 _ F • ,+ Lit � � \ ��! � \ i .. \w \\ ■ `I 1 '� \�\ 1 \ �\' 1 ``\ E; , . • 1 \\\�\\" � .• 1, a \\ \\ .,. \ . \�101 9MMMON\\\ \„ \ ... • 1• � 11 ' i 1 1 I j i - I :1 1 �• 1 ev n i V s DESCRIPTION NEW EXISTING DESCRIPTION NEW EXISTING SEVER LINE SS - - -SS- - - AC PAVING (LIGHT) STORM LINE_SD- - - - SD- - - AC PAVING (HEAVY) WATER LINE W _ --W--- FIRE HYDRANT GAVEL WATER VALVE z g CONC. SIDEWALK WATER METER 19 ® CATCH BASIN ■ 11 LANDSCAPING STORM MANHOLE ® °� CONC. RETAINING WALL SANITARY SEWER MANHOLE O FENCE EXTRUDED CURB UTILITY CONFLICT NOTE: CAI41TIol�: 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 SWAYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE • 1-8W-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 PROCEEDW 11117H CONSTRUCTION. k 12OLF 12" D.I. • 0.4% CATCH BASIN TABLE O1 (EX.) CB #1, TYPE IL Q5 CB #5, TYPE II-48" ©� CB #7C, TYPE I 12 `CB #12, TYPE II RIM = 60.33 RIM = 59.53 SOLID LID PER DTL 1 & 2/0 IE (12") = 55.93 IE = 57.03 RIM = 60.86 RIM = 57.53 CB TYPE 11-54"0 3-111, © CB #6, TYPE I IE = 58.87 BOTTOM = 49.00 20 #2, CONTROL STRUCTURE RIM = 59.90 /6 ®7 CB #8, TYPE I 0 13 CB #13, TYPE II RIM = 61.93 IE = 57,53 RIM = 61.00 PER DTL 1 & 2/0 IE = 57.03, MODIFY 3/4 Q CB #7, TYPE I IE = 58.29 RIM = 58.66 PER DTL 3/C4 / 7 BOTTOM = 50.00 RIM = 60.60 CB9, TYPE i b. ' O3 CB #3, TYPE I IE = 57.91 RIM = 61.00 14 CB #14, TYPE II RIM = 60.20 � IE = 58.77 PER DTL 1 & 2/C3 IE = 57.03 ® CB7A, TYPE I 1 rS RIM = 58.66 (4 TYPE SOLID LID RIM = 61.50 10 CB 10, TYPE I RIM 61.60 BOTTOM = 50.00 2 CB #4, I ; RIM = 60.20 IE = 58.05 IE - 59.41 15 CB #15, TYPE II IE = 57.51 T S 7�8 CB �7B, TYPE I 3 m 011 CB #11, TYPE I PER DTL 1 & 2/C3 RIM = 57.53 SOLID LID RIM = 61.60 BOTTOM = 49.00 RIM = 61.30 IE = 59.75 IE = 58.46 * SUMP PUMP USE HYDROMATIC S4SD WITH 3" DISCHARGE, 1150 RPM, W 7.5"0 IMPELLER OR EQUAL PROJECT REF: FAC 03-0036 #11(64 7 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS APPROVED BY: -- DATE APPROVED: QUICK DISCONNECT 1 3" BALL CHECK VALVE 3" GATE VALVE 3"0 SCH. 40 PVC -7 UNION/REDUCER 3" SCH. 80 PVC / NON -SHRINK GOUT 0 vi 3"0 SCH. 80 PVC -- 48" DIA. (INSIDE) ELEV. _ 49.0 GRATE ELEV. 24" MIN. 57.53 r -J CONC. BLpO( �- 6" PEA GRAVEL Nt" DIA. POLYETHYLENE PULL-UP ROPE POWER WITH QUICK DISCONNECT COUPLING PUMP ON-ELEV= 55.0 376 GAL BETWEEN PUMP ON AND OFF HYDROMATIC S4SD (OR EQUAL) SUBMERSIBLE NON -CLOG SUMP � PIMP 4_q�l° 1 TYPICAL WETWELL HOLDING TANK LAYOUT DETAIL BLDG !!A!! C3 N.T.S. GRATE ELEV. 24" MIN. F - 58.66 QUICK DISCONNECT f+t" DIA. POLYETHYLENE COUPLING (AT TOP) PULL-UP ROPE POWER WITH QUICK DISCONNECT COUPLING 3" BALL CHECK VALVE 12"t 3" GATE VALVE 4" ` 3"0 SCH. 40 PVC TO 8" UNION/REDUCER • SCH. 80 PVC .. NON -SHRINK PIMP ON-ELEY= 56.0 GROUT FLOAT SWITCH 376 GAL BETWEEN PUMP ON AND OFF 3"0 SCH. 80 PVC EL. 52 O PUMP OFF 48" DIA. (INSIDE) r •. HYDROMATIC S4SD (OR EQUAL) ° '� SUBMERSE E NON -CLOG SUMP PUMP 8X8X16 ELEV. = CONC. BLOCK 6" PEA GRAVEL 50.0 TYPICAL WETWELL/HOLDING TANK LAYOUT DETAIL BLDG 191311 C3 l N.T.S. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. REv, DATE BY DESCRIPTION 1 11/20/03 G.MO PLAN CHECK REVISION BY: DATE: TITLE/POSITION 2 01/21/04 G.MO PLAN CHECK REVISION CONFIRMED BY CITY DATE: C� w t-0 Lo F5 U Z O •� ZHJ C14N C.7��� Z JLLL. Ili WIn J .�• m Lo Z3 v 4 3 Z J � t3] a W f-- W LAJ CL z r3 = W > >- LLJ W N W N N m O N 07, EXPIRES 3/8/2W5 z !rT 404 DATE JUNE 2003 DRAWN BY G.MO DESIGN BY A.F.P. JOB NO. 02-036 SHEET NO. C3 17 f LOCATED IN THE N.W. 1 /4 SECTION 12, T21 N, R4E, W.M. AUBURN, WASHINGTON IEXIS . CB I I RIM = 59.El '!IE (12") _ '17. 3 3 I1 I h°- - - •_ - DMMION/WET POND- 0� POND BOTTOM = 54.03 EXIST. CB _ RIM = 60.04 ---- +`'� 2 MAX WS EL. - 59.90 (100YR) 1 ( TOP WET POND - 57.03 �o IE (12") = 57.66 C4 EXIST. PANHANDLE EX. 12" SD -40 60 90i MATCH EX. DRIVEWAY FIRE EX. 12 C5 ACCESS TO NORTH o. 61.6t MATCH EX, 60' INGRESS, EGRESS & UTILITY EASEMENT AF #9111070408 • \ +. ♦ e -- - . \ \ �_ r \ _,,, \ � tea\\ '11 •-_-�.•• som PVC SDR-35 01.0% ommm a OO DRAIN v �vvv� 6" PVC S• 2. 1 Q, ROOF DRAINS Aw 'o f", " �p :owl VALLEY 0 � • EMERGENCY \� wam\ \\\� I TID SPILLWAY Nlll WEIR PER DTL. STORM-07 DRAINS M INSTALL: GRAVEL NN FILTER WINDOW •-•-.. • • , '•ii�ii i ice:' . \ `.+:NEW 2 200 BUILDING \\ \\ \ \. \ • NEW 2222 BUILDING MH mw tm DOWNSPOUT TYPICAL, CONNECT DOWNSPOUT "AM& DOWNSPOUT TYPICAL, CONNECT DOWNSPOUT offim • v'<�\fir ` \�:•' \\�.<r�Q `,;`•`\\\\":g.a. t DTOO•ECTION \\ t \\AW " OWN 1 • I • .ia\� \\�\\\Qt\\ \7�\\\> \\\\ \\\ i*\\ i 1 ' 1 ONER 1 ow 12" PVC `, `\. r,..�\ 1. �� j, • • y TYPE 11-48"0 EXIS CB Him • r ` v� ` 1 L 1 1` 1 h FOR FOOTING 'VIC IE 12 NEW 12* 15'X15' SEWER VALLEY 0 EASEMENT 1 .�`,\ \\� `` �� �• . CITY 1 : I� .-. ��.��. .. • . , 4 i t J OR \ \ \ \\ •\'�\`L .\' ram"■,s \\\\\\. ma \ �\ \�\\\\�\` \\ 8 IN\ 'I IML0 LEGEND DESCRIPTION NEW EXISTING DESCRIPTION NEW EXISTING SEWER LINE SS - - -SS- - - AC PAVING (LIGHT) \ �� STORM LINE SD - -- -SD- - - AC PAVING (HEAVY) \\ ' WATER LINE — IN — FIRE HYDRANT !1 GRAVEL WATER VALVE x g WATER METER % ® CONC. SIDEWALK CATCH BASIN III ❑ LANDSCAPING STORM MANHOLE '# Q CONC. RETAINING WALL SANITARY SEWER MANHOLE ' 0 FENCE -—'- EXTRUDED CURB - - - 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 GUARANTIED 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. •� mma. o` 120LF 12" D.I. Al C 0 0.4% + o Xs_9&//z/r 110,641il 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 GUARANTIED 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. •� mma. o` 120LF 12" D.I. Al C 0 0.4% + o Xs_9&//z/r 110,641il CATCH BASIN TABLE (EX.) CB #1, TYPE IL ® CB #6, TYPE I ® CB #8, TYPE 1 13 C8 #13, TYPE I RIM = 60.33 RIM = 59 .0 RIM = 61.00 RIM = 58,4V.JY IE (12") = 55.93 IE = 57,E ..0 IE = 58, -ff IE =, WNN U2 CB #2, TYPE II-54"0 0 C8 #7, TYPE I O9 CB #9, TYPE 1 14 CB #14, TYPE I CONTROL STRUCTURE RIM = 60A8:17 IE = 57 77 RIM=&*160, 3 58 IJ RIM = 58AV.74f RIM - 61.W 7 IE = IE = 55AT.X IE = 57.03MODIFY PER DTL 3/C4 CB #7A, TYPE i1-48 " 10 CB #10, TYPE I 15 CB #15, TYPE I SOLID LID RIM = 61 ?J RIM = 61.60 IE 59AY,J Y RIM = 57,0.&P �3 CB #3, TYPE I IE = IE = 55,,W14? RIM = 600J7 IE = 57, .15 © - 'S74J CB #7B, TYPE I 11 RIM = 6 E I t6 CB 16LOCKi SOLID GI LID CB #4, TYPE I RIM = 60,°♦ 42 SOLID LID RIM = 61AV.4w IE = 59.X# RIM =, NO IE (12") = S.Q! E = 57,.�V.71 IE - 58 • J! 12 CB #12, TYPE I RIM = 57.5Y f 17 CB #17, TYPE II-54" Jj �5 CB #5, TYPE II-48" © CB #7C, TYPE I IE = 5, 42Y PER DTL 1 /C3 RIM = 59 .61 IE _ miff SOLID LID RIM RIM = 60hV.X SOLID LOCKING GRATE RIM = = 58,�'•60 IE (12",Id'E, ,W� 0V SUMP Pump USE HYDROMATIC S4SD WITH 3" DISCHARGE, 1150 RPM, W 7.5" 0 IMPELLER OR EQUAL R y PROJECT REF: FAC 03-0036 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS APPROVED BY: DATE APPROVED: GRATE ELEV. - 60.10 QUICK DISCONNECT 24" MIN. S41.fD LID COUPLING (AT TOP) 4" BALL CHECK VALVE ° .. 12't 4' GATE VALVE 6"0 SCH. 40 PVC -- Yi" DIA. POLYETHYLENE PULL-UP ROPE POWER WITH QUICK DISCONNECT COUPLING 4" 4" „ _ . EL. 57.00 . TO 8" TO 8 "B" PUMP ON - .. e ELEV = 57.00 PUMP "A" ON - ELEV - 55.00 12" INLETS Q; FLOAT I i IE = 54.69 SwToi 376 GAL BETWEEN PUMP EL 51.00 ON AND OFF j _PUMP OFF + • (BOTH PUMPS) . (2) HYDROMATIC S4SD (OR EQUAL) • r „ lo SUBMERSIBLE NON -CLOG SUMP PUMP (2.0 BHP, 1150 RPM, 7.5" IMPELLER). REQUIRED COMBINED CAPACITY 750 GPM 0 12' HEAD - 8X8X16 SUPPLIER TO VERIFY ELEV. = CONC. BLOCK 6" PEA GRAVEL 49.0 PUMP MANHOLE 117 DETAIL N.T.S. NOTE: PUMP DISCHARGES TO COMBINE MANIFOLD INTO SINGLE 6" FORCE MAIN FOR OUTLET RECORD DRAWING CERT ATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. REV. DATE BY DESCRIPTION 1 11/20/03 G.MO PLAN CHECK REVISION BY: dir r DATE: 11k3 Zo" TITU POSIT ON 4446 Sv#v LwYa k CONFIRMED BY CITY DATE: 2 01/21/04 G.MO PLAN CHECK REVISION 3 08/20/04 G.MO PUMP REVISION i .r�..»a m r� wj ED uj�• Jr � 4CN W cod r DATE rr•■r.■mau ORAWN BY G.MO DESIGN BY A.I*.�• IN N0. 02-036 r C3 ■m rm WEST It SILT FENCE 42" BLACK VINYL COATED PER C.O.A. DEW-6 CHAIN LINK FENCE (TYP.) 25YR W.S. TW = 61.33 0 63.53.................. • • • •"•"' MATCH EXIST. TW " 60.90 ELEV. = 59.71 EAST SIDE ONLY • 63.53 1.19' FREEBOARD 60.83 GRADES 0 Eo 60.38 �- TYP. (f) ELEV. 60.90 �►"-- . 58.53... _ K E.01l ! !" - .........58.53 ...... -� � BOTTOM LIB STORAGE = 57.03 (EX.) CONC. RTNG. TOP DEAD STORAGE = 57.03 WALL PER -" KT Pm- I.I I BcTTOM =_-_ - _ -- EX. GRADE 53.53........................... - EL. 54.03 .. 53.53 I 10' 9' VARIES 8'-14' 91 - `- 0.67 33.33' 0 NORTH END 0.67 DETENTION/WET POND SECTION (LOOKING NORTH) NORTH It LIMITS OF No"" -SILT MATCH GRADES CLEARING -�� FENCE I 0 BACK OF EX. PER C.O. A. DEV-6 I EXTRUDED CURB 1 TW = 60.90 n 160.38 ,F��� (EX.) CONC. RTNG. WALE 53.53 ........................... I I 11-III_ 54.03 --- I-- 10' 5' 9' 0.67' SCALE: 1"=5' HORZ. 1"=5' VERT * 100YR W.S. ELEV. = 59.90 GRAVEL FILTER WINDOW 1.19' FREEBOARD 25YR W.S. * PER DTL 4/C5 FELEV. = 59.71 DEtEFm Pm MET pw �,-- 62.64' 11.36" 24"0 ACI LID LADDER RUNG ACCESS ROAD W/ CRUSHED ROCK SURFACING PER C.O.A. SIDS. BOTTOM LIVE ATORAGE • 57.03 EX' GRADE TOP DEAD STORAGE = 57.03 -„ l- -,-i 5' 11.36' 61.64' 152' 9' 199'-8" DETENTION/WET POND SECTION LOOKING SCALE: 1"=10' HORZ. 1"=5' VERT. T PLAN VIEW 1 "=2' 24' ........................................................................................................................................................................................................................................................ ,................... 3 63................................................................................................ RIf� = 62.2t RIM = 61.50t Rid = 62.4t PROPOSED GRADE .. ... ::................................................................................................,...........,.,....... :.:. ' .........:....:....:.. ..................:. .......: ..... .................. 60 60 ... D.I. WATER 01� 12" STORM...:: 113LF 6" PVC 7 ................................................................................ ........ ........ ............. ......... ......... ........... IE = ...5.7....9...........SPR-35 �1:.:9N'�............. .................. 57 5 D.I. WATER ....... L 1 W' DOMESTIC STA. 4+92 1OOLF 6" PVC : 6" STUB (N) CLEAN OUT SUPPLY LINE SDR-35 0 2.0R IE - 56:57..:....:. IE... 56.59:....:...... " .. 54 54 ...................................................... ............. ....... .....................T2..SD:. TQ. .. .. .. DETENTION/ 1DOLF I6" PVC. WET POND CLEAN44 F PV TA. 3 OUT SAS: 35 .S ,�." IE = 54.33 © F 8" PVC �! 8 PVC 9 ° SD 35 0 d /e ....................................................... .............. ...... ... ......................51 SDR 35 O fl' .... ..... .. ..... . . ....... .... .. ......... . + ts 51� .. CLEAN :OUT IE = 52.33 ..................... ................... ...... ....... ................................................................. , ..................... ....... ..... ... ................ ..:......:.....:... .................... 48 48 5I ::: TYPE 1-48" 5077 STA. 0+00 RIM 60.0 "7 1 IE r S 490. Z t .: . t ) 7- ............... 45 IE 8" _ 49 '. .� ...:.......... SSM I TYPE I-48" 507=27................................ SSW TYPE 1�48 50 45 t... STA 0+76 STA. 1+79 CONTRACTOR' T4 FIELD VERIFY EXIST. RIM = 59„7�' 9 S� RIM p'. Y'�l BOLT do SEAL BAFFLE TO RISER (AS REQUIRED) ' INLET DM POND sm 1. PIPE SIZES do SLOPES PER PLAN. NOTCH WEIR 2. OUTLET CAPACITY NOT LESS THAN WIDTH = 0.6 COMBINED INLETS 3. ALL METAL PARTS SHALL BE GALVALUM, STAINLESS STEEL OR PVC, 4. FRAME IE LADDER OR STEPS OFFSET SO: A) CLI WOWN SPACE IS CLEAR OF RISER. B) FRAME IS CLEAR OF CURB 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE O RE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE LD. LESS 144" 6. CONFORM TO CITY OF AUBURN STDS. 7. MH INSTALLED UNDER GRADING PLAN GRA 02-0016 SEE G-3 olODIFY BY INSTALLING ORIFICE do WIER 18"0 BAFFLE ~� FOR OIL/WATER SEPARATION w I 12 .� V-ic4 INSTALL ORIFICE PLATE W/ ORIFICE = 2V4"0 I EL.55.03 I E TAIL 39 N.T.S. ''411j FRAM AND LADDER ROUND SOLID COVER --�' OR STEPS OFFSET MARKED "DRAIN" .......•...................63.53 SEE PLAN VIEW WITH LOCKfNG BOLTS, PROPOSED _ RIM 61.93 (f) GRADES --F;7 c ---� 60.00 -� fur OI RISER PIPE 6" MIN. OFFSET TOP SLAB . 58.53 DEVELOPED 3"XO.90 CAGE STAINLESS STEEL .60.43 SUPPORT BRACKET W/ TURNBUCKLE 59.93 .. • . ANCHORED TO CONCRETE WALL, 4 . MAX 3' SPACING (III. ONE ELEV. 59.00, INSTALL OR SUPPORT). _ SHARP CRESTED WIER ...........................53.53 A.C. OR PVC MANHOLE ADAPTOR 18" BAFFLE WATER TIGHT GHT f^7►- CONNECTION ' 100YR MAX --1 1.79 cfs "Q" OUT 12" M�l.ET IE 57.03 IE 57.03 12" OUTLET b N STANDARD GALVANIZED 12X12X12 PVC TEE, RUBBER STEEL LADDER/STEPS 0 12" 0/C GASKET DINTS -"° (REMOVABLE) 6" MIN. N INSTALL ORIFICE PLATE W/ ORIFICE = 2V4"0 EL. 55.03 CB TYPE 1111111111-54990 (CONTRO SCALE: 1" = 2' D.S. FASTNER--- PER CONTRACTOR TYPICAL 6' PVC DOWNSPOUT BUILDING 1.5 LF 8"X6" PVC REDUCER STUB IE. IE (8„ E) ` zl#t .6 � IE �0,' N. E) _> S'D. �// : !I- �'s -200-� 6" ELBOW IE: (B N) = t,lt' IE 8W) = r� SEE URN FOOTING DRAIN AS REQ'D I ........... .l. ....... ............ P��' ®F� DETAIL: B .........................................: ...: 1. :............. 4+i .............. ......:.: �. ....:. ...... I• 3+b0 S+t�S" �,�* �wass�,� �, s PVC DRAIN PER.pLAN, 0'+�0 i+bb 2+ � o c STORM-07 FOR ROOF do FOOTING 45' MAX BEND IN 5 LF, DRAIN INSTALLATION PROVIDE CLEAN -OUTS 0 4 SANITARY SEWER PROFILE Q s ENDS OF COLLECTOR PIPE C4 SCALE: 1"=30' HORZ. / RUNS 1"=3' VERT. s� �iccrs EIS° ` DOWNSPOUT ROOF DRAIN DETAIL 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 U11LIlIES 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. UCTURE C4 ExPIPES 3�14 N.T.S. PROJECT REF: FAC 03-0036 RECM' (RAC€; CERTIFICATION THESE PLANS ARE "APPROVED" FOR CONFORMANCE DIVISION'S THESE DRAWINGS CONFORM TO THE CONTRACTOR'S REV. DATE BY DESCRIPTION WITH THE CITY OF AUBURN ENGINEERING CONSTRUCTION RECORDS.' REQUIREMENTS BY:7 CA�� DATE: ►�► 1 11/20/03 G.MO PLAN 04ECK REVISON � p 2 01 /21 /04 G.MO PLANCK REVISION APPROVED BY: _�L TITLE/POSITION W.AmO SUAVEY OL CONFIRMED BY CITY DATE: 3 a� ►b/a1 �4.�t� #���n'-� DATE APPROVED: IO*F 4 t �,, .&WD .45-81IlLr /,Vrc0L,•%^-7*c� ui W Uj w C�! m , t r4 /,0+ DATE JUNE 2003 DRAWN BY G.1140 DESIGN BY A.F.P. JOB NO. 02-036 SHEET NO. C4 0If 0 1 'fq. NORTH It 65......................... I I 62- 59... ................ \ / 65........................ . NEW 2200 BUILDING STD F.F. = 61.53 62......................... MATCH EX. r 1 GRADES ® I I P, (TYP) 59........I............. I NEW 12 b. I... STORM SEE POND SECTIONS �— -- — 1 & 2/C4 NEW 12" D.I. STORM 2 SITE SECTION C5 SCALE: 1 "=30' HORZ. 1"=3' VERT. 8" 0.50' TW = 60.90_ c° ° d d d d c d ° ° d . d d ° ° a ° d d ° cd G ° ° d ° d ° c d d ° ELEV. 60.40 °d ° d °. d 6.0'° d d d d d ° d a ° ° ° d c d ° ° a a a d ° c EXIST. RETAINING WALL n d d PER GRADING PLANS 3 EMERGENCY SPILLWAY WIER C5 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 INCLUDE CALLING UTILITY LOCATE i 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. NEW 2200 BUILDING F.F. = 61.53 ............ . ..........65 SOUTH t ...... ............... 1-62 I MATCH EXIST. GRADES ® CS TYPICAL \ .................59 EX. GRADE SITE SECTION NEW 12" D.I. STORM C5 SCALE: 1"=30' HORZ. 1"=3' VERT. NEW 2222 - BUILDING �" F.F. - 62.66 t NEW 12" D.I. EX. GRADE \ STORM PROPOSED GRADE SECTION A -A (LOOKING WEST) TOP OF BERM DIVIDING POND INTO M CELLS A EL = 59.71 u- - - _t _�� _"� `_� 0 - 0 0 0 O 1 0000 0 �O C9 ° 1 L 0 0O� '- 3 0 do ao ��000 ID 3 TOP OF WETP(0 0 0 POND EL. 57.03 BOTTOM OF 1 5' MINIMUM P-m- EL .D3 A SECTION B-B (LOOKING NORTH) tl GRAVEL FILTER WINDOW DETAIL N.T.S. .................I.......65 EAST t I ........................62 i / MATCH EXIST. GRADES A VS TYPICAL I............59 PROJECT REF: FAC 03-0036 �I?Jlo THESE PLANS ARE "APPROVED" FOR CONFORMAN E WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS APPROVED BY: i�.�.�•� -� DATE APPROVED: t RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S REV. DATE BY DESCRIPTION CONSTRUCTION RECORDS. 1 11/20/03 G.MO PLAN (NECK REVISION BY: DATE: TITLE/POSITION 2 01 /21 /04 G.MO PLAN CHECK REVi53ON CONFIRMED BY CITY DATE: F:�__ I I • w bt 0 0 as co rr • a V) W L AJ H 1) DATE JUNE 200 DRAWN BY G.MO DESIGN BY A.F.P. JOB N0. d2-0: C11�7 i � U `f of 29TH LOCATED IN THE N.W. 1 /4 SECTION 12, T21 N, R4E, W.M. AUBURN, WASHINGTON 60' INGRESS, EGRESS k UTILITY EASEMENT AF #9111070408 PLANT LIST 5 ACER GRCINATUM VINE MAPLE 6-7' 0 1 1/2' CM. Min. 30' O.C. 12 LIQUIDAMBER STYRACIFLUA SWEETGUM 1 1/2" CAL. SPACING AS SHOWN 29TH ST. NW 26TH ST. NW . i SITE ND . NW B< z 4 ACER R'UBRUM RED MAPLE 1 1/2" CAL. 30' O.C. ` ST. 15 4 PiNUS NIGRA AUSTRIAN PINE 4-6' HT. 30' O.C. VICINITY MAP W.T.S. 0 119 PRUNUS LAUR. 'OTTO LUYKEN' OTTO LUYKEN LAUREL 2 GAL. 4' O.C. 0 42 VIBURNUM DAVID! DAVID VIBURNUM 2 GAL 4' O.C. ® 10 ERICA CARNEA 'SPRINGWOOD P1NM(' HEATHER 2 CAL. 4' O.C. CD COTONEASTER DAMERI BEARBERRY COTONEASTER 4' POTS 18" O.C. TRIANGLE SPACED IN ALL PLANT BEDS. LAWN JB SOD OR EQUAL LOCALLY GROWN ' 1 NEW BUILDING „A', 26' ' I / -PER 2/C1 C CD 2200 W. VALLEY HWY, N. 26'/// CD i 24,752 S.F., SPRINKLERED NEW BUILDING B 2222 W. VALLEY HWY. N. -JLai ' 24,752 S.F., SPRINKLERED — ` d 5:. 1) PLANT TREES 1" HIGHERINN THAN CROWN IN NURSERY. 1 1) PLANT TREES 1 * HIG"tilt H/C %/ /I — O THAN GROWN IN NURSERY. 2) TREE PIT SHALL BE EX D/W vi .14 I ( NOT LESS THAN 2 : 2) TREES POT SMALL NOT W I i - TH C263' . 1ST FLOOR OFFICE W/ 38' �z I � � 1' THE ROOTBALL LESS THAN 2 S M 1 25 DIAMETER' % NORMAI. C3! 9 CD / ��/ STORAGE M EZZ. OVER 3) SCARIFY BOTTOM OF 3)SCARIFY • . : I. I 9' (1,456 SF X 2) TYP. . 1 PIT AND SIDES OF PIT THE 1ST FLOOR OFFICE W � � � fl PIT NTH I --�— — — D4CI!-t ` STORAGE MEZZ. OVER I �' 'a� WITH NO ROOT CON TR "a ROOT CON BARRIER. I .(1,456 SF X 2) TYP. I BARRIER. Rb TROI. B IER. 36 3s I (2) 9'/1U 140'Y.,R.o w. R..w. -a(2) �'� 11'i23EX D/w ( C a (6188 5 F TYP) •1. TYP. 5' 12 GA. WIRE. TWIST - - - 1 2"fIr/ _ . _._. __ . _ _ _ ERT AS PADDIN8' TYP. I PEDESTRIAN - 1/2"M BBER S I _ f MECHANICAL ROOM (6,188 S.F. TYP.) PATH, TYP. HOSE AS PADDING " ° / TYP. 3 /T 26 I/ 3/4 i 1>�Aiti StA�EE, I CD (28�) (9'X15,) " 12'/14' TYP. ' MECHANICAL ROOM ( 10 i 3/ ",i BRACING STAKE. ` 2 EA04 PER T�, PYLON S1 133 S 87'24 34 E 12 /14 TYP. (9 X15) I I 1 EACtI ONLY Pj �Tl� PER OWNER ` FLAG PER OWNER * 2 EACH PER TREE. 1 IS UNDER 7' TALL. 133' S 87'2434" E "o (EACH NL IF REE SIDEWALK is REQUIREMENTS I REQUIREMENTS (28 _�_ CUT TOP W/ LIGHTING ) SIDEWALK 1 /3 OF ROOT BALL CURBING PER CUT BURLAP OFF TOP 1 /3 OF ROOT BALL C�IERC L D/W ( 8' rn, DTL 1/C1 iYP. ELEC'1RlCAL LIGHT STANDARD I ° GUTTI=R PER C.O.A. SIDS. I C i 8--�---}--- TRANSFORMER REQUIREMEN 2" THICK MULCH,_o o c 9 I I BY OTHERS 2 PLACES — I AS SPECIFIED. '"� °' c 2" THICK M uLck ° 10 CD CD AS SPECIFIED I 2' N dI7"24'34" w 500.46' _- _ t I CURB e N ° I GUTTER ", I k �� �.: �'• / i �-- PLANTING MIX �i ; �� ��r -.� ►I ! AS SPECIFIED. _. INSTALL 6" TED MIX IN ALL PLANT LAWN AREAS. ROOT CONTROL EX D; LN SITE DATA LANDSCAPE PLAN INSTALL 3" BARK MULCH IN ALL PLANT BEDS. BARRIER AT ' ROOT CONTRCIt. B RECOMPACTED TOP OF B AT GR SITE AREA .......... ....... ....130,800 S.F., 3.00 AC " PROVE ONE YEAR WRITTEN WARRANTY TO OWNER FOR ALL PLANTS AND SOD AT FINAL WALK THRU. GRADE. INSTALLATION NATIVE SOIL. INSTALLATION AMC SACXFU RECOMPACTED PER MI�'S I ZONING... . . . ..... 1 = O AND BACKFIRE PER ........... .....M1 (SITE do ADJACENT) PROVIDE ALL PERMITS AND INSPECTIONA AS REQUIRED BY CITY. NATIVE SOIL MANUFACTURER'S INSTRUCTIONS. SETBACKS (REQUIRED): NO SUBSTITUTIONS WITHOUT WRITTEN CONSENT OF LANDSCAPE ARCHITECT. INSTRUCTION. STREET .............. .........20' SIDE, STREET ............ ..... 20' ALE k HYDR MIX eY alf Il LANDSCAPE STR " �` DATE: LANDSCAPE:I I ' OTHER........................0 ELYMUS GLAUCUS 47% f �.. DECIDUOUS TREE PLANt�lGJ"Si"AMO CONIFER101I T!!K owl 0. SETBACKS (PROVIDED): ' ' FESTUCA RUA 40X W�A - uB K AND - I Au W - P e I NORTH ........................2.12' + EASEMENT 2.12' + EASEMENT DESCHAMPSA CAESPITOSA 10% SOUTH ...........................51' 51' BECKM A SYZIGACHNE 1% GLYCERIA OCCIDENTALIS 2% EAST ............................. � , (+) * 2" A.C. PAVING Yi " YS" SEED RATE 8LB./1,OOO S.F., 10-20-20 AT 8"LB./1,000 S.F., WEST.........................88 (+) 88 LIGHT SECTION, 5A MULCH AT 2,000 LB./ACRE WITH J" TACK + R.O.W. 3" HEAVY SECTION _ PERCENT SITE COVERAGE ...... 38/G PARKING REQUIRED: SLOPE OFFICE .....•............... .. 11,648 S.F./300 DN MANUFACTURING............ 18,957 S.F./1,000 CONC. CURB WAREHOUSE/STORAGE .... 30,547 S.F./2,500 PROJECT REFERENCE: TOTAL :.........................70 STALLS ° ° 0 ° b o Q ° oec+ouas TREE o a ° ° ° o �. PARKING PROVIDED...............89 STALLS, (4) H/C o ° o ° 0 o ° o° �= Aub This plan sheet reflects the city of TWIM BUILDING HEIGHT .................. 30.00' (f) — — —_ ---- — �II� requirements. landscape � —I I=� ( � � — STAKE 'sI coN�€ROus Tfity — —I , it �i —III � BALD ON 19% OFFICE, 31% MANUFACTURING, 50% WAREHOUSE 2.2 f°'IR sTA�s pM" APPROVED BY: * 4"—%m MINTS CRUSHED COMPACTED SUB —BASE 2>� nR TMCIVINGLsTlua: ' DATE APPROVED: �' �' ROCK LIGHT SECTION, 2• u►me BARK MULCH � r �a R001SALL f H"T PIT TWICE STAKE TO'STAKE UTILITY CONFLICT NOTE: 6' HEAVY 91��` ON VERIFY PAVING SECTION 2" pf�c E w * LIGHT SECTION 0 PARKING AND SUBGRADE PREPARATION PULL MCK WIRE 2" LAM BARK Y eAfnc "'wa' CAUTION: REQUIRED BY SOILS REPORT. BASKET 2• f�13ME0 EDGE DRAVNG CER?IfICAiii AREAS, HEAVY SECTION 0 SOILS REPORT SHALL GOVERN f50/30 Tc�SOfL/ 1" BACK TOP OF t REMOVE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH TRUE AREAS 0 MAC NA SOIL WX THESE DRAWINGS CONFORM TO THE CONTRACTOWS OVER PAVING SECTION NOTED � wleE BASKET OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES DRIVE AISLES PLANT PT TWICE A� u 50Uw�So Sa i�C �A CONSTRUCTION RECORDS. AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1--424•-5555 AND THEN POTHOLING ALL OF TREE STAKING DETAIL SHRUB PLANNING DETAIL CONIFEROUS TREE STAKING R THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY 1 CURB �C PAVING SECTION N.T.S. 141 N.T.S. �� AR HITEC"F BY. DATE: WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANSLBAZA► TITLE/POSITI ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE C1 N.T.S. DAVID B.• CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO CERTIFICATE NCI ' CONFIRMED BY CITY DATE: PROCEEDING WITH CONSTRUCTION. Date: 1-13-03 9h File Name BREKKE WITS RIVER, LLC " t(( Scale: 1 = 30 ATTN. MR. JOHN BREKKEEAGLE DESIGN P.O. BOX 287 M EDINA, WA. 98039 Drawn By: D.B.L. tI Approved By: =,. ---!' 26007 NE 27th DR. REDMOND, `�ASHINGTON 98053 PH: (425) 451-1511 FX: (425) 451-9663 ,,,�---,.,�,_, •��,,, Revised: 01 21 04, 03 15 04 TEL. (425) 898-8833 FAX (425) 868-2164 . G 0 17 Yf GENERAL PLAN NOTES LOCATEDN 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S I THE N.W. 1 /4 SECTION 12, T21 N, R4E, W.M. REQUIREMENTS. AUBURN, WASHINGTON 2. ALL WORK SHALL CONFORM TO THE APPROVED PLANS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT/APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" 2000/LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN'S STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATION MANUALS. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. NEW TYPE I CB 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY WORK FOR PUBLIC FACILITY EXTENSION PROJECTS. SOLID LID 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE RIM = 61.33 CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS IF (12" E, NW) = 57.38 OF ALL UNDERGROUND UTILITIES. IDENTIFICATION, LOCATION MARKING AND SET ON EXIST. 12 REPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE MATCH IE TO NW PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARLING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL I (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM EKS7. C8 SEWER, GAS, POWER, TELEPHONE AND TELIVISION). 1 'RIM = 59 .61 INSTALL: PERMANANT CB TYPE II-48 0 W/ SOLID LOCKING LID RIM = 61.03 IF (12") ALL = 57.03 PROVIDE 12" KNOCK J. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES MAY NOT BE I IIf 12" = 57. 3 EXIST. TREE TO SHOWN ON THE DRAWINGS. THE CONTRACTOR IS REPONSIBLE FOR DETERMINING THE ( ) - _ - OUT TO SOUTH BE RELOCATED 0 IF = 57.03 EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS I I ��. - -""'- -- - - - - (2) PLACES AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND I T L C - - _-_ - _7 REGULATION. IP I 14LF 12"0 0 - I R q. NEW TYPE I CB NEW TYPE I CB 6. TRAFFIC CONTROL AND STREET MAINTINANCE FOR SAFETY OF THE TRAVELING PUBLIC I PVC SDR-35 ON THIS PROJECT SHALL BE THE SOLE REPONSIBILITY OF THE CONTRACTOR. PRIOR I I DEV-8 (T 2 1 0 00.57RIM = 61. FSOLID LID TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO I I G3 + IE = 57.13 RIM = 61.33 o� EXIST. CB o RIM = 60.04 MATCH EXIST. INSTALL: THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED I �� �,� EX. 12" SD IE = 57.39 SET ON EX. 12" IE (12") = 57.66 15?EXIST. PANHANDLE GRADES ® T, SILT FENCING PER BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. ( 17L PVC 12 SDR 35 - o 0" 5 l EX. 12" DRIVEWAY/FIRE TYP. C.O.A. DEV-6. (TYP.) 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE ® 0.5% I � ACCESS TO NORTH EX. 10" DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A I SICAMORE WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. I 113LF PERMANENT + N (TYP.) TO 8. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH 112" PVC 0 SIR- % 5 28,11 7 _ -' o A �� 87'2434 E EXIST, L/S REMAIN APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE I 1 Ip I �, _S _ 500.46' APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. i� IINST LL• �E = 7.15, - 5' 29TH ST. NW 26TH ST. NW 22ND SITE ST. NW 87 15TH 29TH ST. NW u � m N V7 7 o CL w W AUBURN ST. w VICINITY MAP N.T.S. � l• V qw 0 u J M = C .� LC u w F3tV)0©0 uj _ }c JW�I.t. W C.D 2wzc`4 SITE DATAVIA CLEARING LIMY S SITE AREA...........................130,800 S.F. (3.00 AC) N r ) (TYP.) ZONING . .............................. .Ml (SITE & ADJACENT) N Z cc OWNER INFORMATION s PO 04 BREKKE WHITE RIVER, LLC UATT 9. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO - _ P.O. MR. J7 BREKKE I I6"-8" RIP o 64LF (t) 12" + ``'� ``�� - -� P.O. BOX 287 THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. I ^� k z RAP QUAR Y �� PVC SDR-35 o IE = 58.53 o 1, a o oo MEDINA, WA. 98039 IF _ C + ISPAL S (T .) �, �� �, o ® 0.4% (MIN.) k - PH: (425) 451-1511 a 1 57.03 o - - _ _ - _ _ a� o + � DUST CONTROL NOTES Iw INS ALL• k ay 5 o + �, - �,� _ - - _ ��IE FX: (425) 451-9663 154 FU R C NTRO �; k k k EX, 12' TO INSTALL: I l�°o - + k h��o 59.53 1. CONTRACTOR SHALL MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE I I S UCTU E PER Dlt. o k IF = I BE REMOVED TEMPORARY I I I I oo + 1 m PROJECT SURVEYOR �-I m OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION 3/G3 W/ SO ID LOCKING LID " 59.03 I TO NEW CB I I I ,� PRACTICES SUCH AS SEEDING AND MULCHING, AND EROSION BLANKETS. I I RIM = 61 93 I w SILT " CONSIRUCTION I I I o ti� ti HOLMVIG, WASELL AND ASSOCIATES IE 12") 57.03 J FENCING I o 7LF 12 0 ENTRANCE PER I I I �� `� P.O. BOX 1038 I PVC SDR-35 C.O.A. DEV-5 I I 2. DURING CONSTRUCTION AND DRY WEATHER, SPRINKLE THE SITE NTH WATER 1 I .. I 3 X k 11OLF 12" PVC ®0,0% I I I ti 1036 COLE STREET 1 �; 0), I I o o ENUMCLAW, WA 98022 UNTIL SURFACE AREA IS WET. REPEAT THE PROCESS AS NEEDED DURING I I cm h� • ERR-35 0 1.0% L_ �, I I � I +� `��' PH: (360) 825-6963 THE DAY. ( ° "* k INSTALL: I I I 5 + I '�► j �' N - T.E.S.C. POND LY_ 3. ALL TRUCK TRAFFIC MUST USE THE WASH PAD/CONST. ENTRANCE AS DESIGNED I I I IL 0 1 OVERFLOW - _ - - PARCEL NUMBER AND SHOWN ON THE T.E.S.C. PLANS TO PREVENT CARRYING MUD INTO STREET. I I i 10 F PE G3 I k �' STRUCTURE - -- -I - 122104-9033 W �- PER DTL 3 G2 - 4. ALL OPEN BODIED TRUCKS TRANSPORTING FINE MATERIAL TO THE SITE MUST EX. SD I 1 S PVC I / �� �� k H ' LEGAL DESCRIPTION BE COVERED TO PREVENT DUST FROM BLOWING FROM THE TRUCKS. SD -35 N SALVAGE I PROPOSED BUILDING PAD A po PROPOSED BUILDING PAD "B" 1 = w MH I EX. 8'" 7. . I o �•�� EX. SID H 1 THE SOUTH 261.12 FEET OF THE NORTH 742.12 FEET OF THE EAST 500 FEET o° ^� F.F. = 61.53 c> F.F. = 61.53 2 OF THE WEST 536 FEET OF THE NORTHWEST Y4 OF THE NORTHWEST Y4 OF 5. DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC STREETS ADJACENT I ��, u .X f � (ADJUST PAD ACCORDINGLY) �, c° (ADJUST PAD ACCORDINGLY) + �, G2 W TO PROJECT WHICH WILL BE USED BY CONSTRUCTION TRAFFIC SHALL BE KEPT I ( - I S _ - I + x I � c 10 SECTION 12, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WA, W CLEA J OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION. EX D/W (I I .. -moo` �� � �� � oo. I S I k k SURVEY DATUM w APPROXIMATE FILL CUT TYPE EXIST CB " I INSTALL: P RMANANT CB TYPE 1L I i I I CITY OF AUBURN BENCHMARK NO.30F, ELEV. 60.58 NAVD88, SURFACE BRASSY 3 INTERSECTION OF 20TH ST. NW AND WEST VALLEY HWY. N. �= 'EC(EICA�I01�lS FQQ STRUCTURAL FILL I RIM 59. 1 �o IF - I W/ SOLID LOCKING LID I I - m FILL MATERIAL TO BE CLEAN, WELL GRADED COMPACTIBLE MATERIAL PER THE I IE (") _ "5.21 0 56.03 I RIM = 60.33 t 1 » " " " NEW IE (1'-) = 5.21 _ 47. I oh IE 12" = 55.93� ^� I ' o I I y N PROJECT .OILS REPORT CLASS A RECOMENDED, CLASS B W OWNERS ( ) ( / I I `� � IF = 57.03 0 0 �rn I � I � � I AUTHORIZATION) WITHOUT WASTE AS DEFINED IN WAC 173-304-100. SEE I o rn 1 1�. 1�,C,')' 1 ^ 1� PROJECTS SOILS REPORT FOR FURTHER SPECIFICATION/INFORMATION EARTH 1 A -" I } k k I k I }� f �° I CD EARTH WORK VOLUMES: I I 6 �,b o + I I I + EST. CUT = 2,714 CY (INCLUDING STRIPPING) EX D/W R.0 W. I R. _ 1�. �° L "� I IE - I + EST. FILL = 10,875 CY * I I 1 1 - 1A3 - _ TEMP. 15L h� _ 57.7$ L - _ ��� J h��� GRADESMATCH EX. D.I. ® 6.6, % INSTALL: + I CON TRACTOR TO VERIFY I INSTALL: I k ' TEMP "V" DITCH ® 0.57. MP RARY + �1 W/ ROCK CHECK DAMS r LEGEND SPECIFICATIONS FOR GRUBBING I �,� 61,03 53 PER C.O.A. DEV-9 TYP. X ALL AREAS TO BE GRADED SHALL BE CLEARED OF VEGETATION SONS UCTI I I I (TYP.) k I o�. DESCRIPTION NEW EXISTING ENTRANCE ER I 4 INSTALL: o + BRUSH, AND ANY OBVIOUS EXISTING DEBRIS, AND STRIPPED OF ANY I I 72LF TEMP 12" 61.0 /V TOPSOIL AND UNDERLYING SOILS THAT ARE SOFT, LOOSE AND/OR Q.O.A. DEV- 1 h� , 5 INSTALL: 60.53 ' I STORM SEWER SD - - - SD - - CONTAIN SIGNIFICANT AMOUNTS OF ROOT AND OTHER ORGANIC I CMP ®0.5% TEMP " I SANITARY SEWER - - - SS - - MATTER. A 6" DEPTH OF STRIPPING IS EXPECTED, MORE OR LESS; I I I tE = 56.38 _ COMP ® 0.5% 2 1 � �� WATER - - - W - - HOWEVER, STRIPPING SHALL TAKE PLACE TO WHATEVER DEPTH IS I I I E I IE - �, �, "' � 57.53 `�° + k I � �°� FIRE HYDRANT � NECESSARY TO REMOVE ORGANIC MATTER AND SOFT/UNSTABLE I I + ~-••II "' ..�... IE = U MATERIALS FROM BENEATH AREAS TO BE FILLED AND/OR PAVED. o - - _ 60.5 �`b ,n '� CATCH BASIN ■ ... 58.53 11 .. l STRIPPING SHOULD EXPOSE MEDIUM DENSE, STIFF, OR MORE - - - - - - - _� - - _ �' I �, I ( "'"�'''''--»�•�.�,,, -� SS MANHOLE COMPETENT NON -ORGANIC EXISTING SOILS. SEE PROJECT SOILS I +� _ - - - _ ` ^ I I ''�'- `? k �� c:22=D 60. 7 - �, SD MANHOLE ❑ REPORT FOR FURTHER SPECIFICATIONS. I �� g� - - - _ _ - , -60.53 - �o ^� ® O +� -�, i - ,�, - -- _. r - - - k k WATER VALVE D4 MATCH GRADES 1 �� ,� k k � ■rr k TEL MANHOLE O o� (� , TYP. G2o. `O �� o� } 10" fir TEL RISER o Q Q + + + + INSTALL: o POWER POLE -0- SILT FENCE AS o CONSTRUCTION SEQUENCE STREET LIGHT X. 24' D EX D/W SHOWN PER C.O.A. o� DEV-6. (TYP.) EXTRUDED CURB �,`� 1. ATTEND PRECONTRUCTION MEETING WITH CITY OF AUBURN. �o 2. ESTABLISH CLEARING AND GRADING LIMITS. I I + SPOT ELEVATION 50.00 X 3. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE I I EXIST. CB SILT FENCE 4. CONSTRUCT ON -SITE STORM SYSTEM, DITCHES, FILTER FABRIC FENCES I �,� o00 RIM = 59.30 GRADE �C FILL PLAN AND OTHER EROSION CONTROL DEVICES AS SHOWN. CONSTRUCT 1 I - L- Lll?,!�� �'IE(8") = 54.80 "V" DITCH W/PERMANENT POND W/ TEMP OUTLET CONTROL STRUCTURE PER PLAN. 1 c - 5. 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. 6. GRUBBING & GRADING MAY BEGIN. 7. OBSERVE REQUIREMENTS OF PROJECT GEOTECHNICAL REPORT DURING ALL ASPECTS OF PROJECT GRADING, FILLING AND BUILDING SUB -GRADE PREPORATION. 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 U11LI1Y 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. NOTE: 1. ALL FILL MUST BE FROM A CITY APPROVED SOURCE. 2. THE CONTRACTOR SHALL SUBMIT TO THE CITY A HAUL ROUTE AND SCHEDULE PRIOR TO OBTAINING THE GRADING PERMIT. I = 30 ROCK CHECK DAM NOTE: SEE PROJECT SITE PLAN FOR EXACT LOCATION OF PROPOSED BUILDING SHEET INDEX Gi GRADE & FILL PLAN G2 SECTIONS, NOTES & DETAILS G3 SECTION & DETAILS CONTOURS 50 ROCK QUARRY SPALLS CLEARING LIMITS CONIC. RTNG WALL CB PROTECTION FILL SLOPE RECORD DRAWING CERTIFlCATION PROJECT REF: GRA 02-0016 31006 7 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 BY: DATE: REQUIREMENTS 1 12/04/02 G.MO REVISED PER PLAN CHECK (� TITLE/POSITION APPROVED BY: )0.fi� " CONFIRMED BY CITY DATE: DATE APPROVED: 3 -S -0 3 w w Lpas DATE NOV 2002 DRAWN BY G.MO DESIGN BY A.F.P. JOB NO. 02-036 SHEET NO. Gl PF II 7,11 oti4 /7Yy 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 G1. 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 SEPTEMBER 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 OCTOBER 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 APPLNCATION PRL)PQRTMS BY JMT SPUR S GERMNNAION KENTUCKY BLUEGRASS 30% 85 80 (A PHI BARON OR FYLKING) CREEPING RED FESCUE 40% 98 90 (PAWN) PERENNIAL RYE 30% 95 90. (DERBY OR P NNANT TOP OF POND EL. 61.40 (MIN) 3 11 WATER TIGHT SEAL 12" PVC -� SDR-35 ® \ 0.0% NORTH It MATCH EX. PROPOSED BUILDING PAD "A" LIMITS OF GRADES ® 111! CLEARING F.F. = 61.53, ADJUST PAD ACCORDINGLY 62.53............... ................................................................................................................................................... SILT FENCE PER C.O.A. DEW-6 (FILL)' h 59.53 ........................................... 56.53 ......................... PROPOSED SILT FENCE GRADE PER C.O.A. DEV-6 .......... ................... 62. T - ..................................... ....................................�......................FILL) .....:�.�� „�.�� .� ......... 59.53 \ y EX. GRADE ` TEMP. "V" DITCH PER C.O.A. DEV-6 ...............................................................................................................................................................56.53 53.53......................................................................................................................................................................... SITE SECTION G2 SCALE: 1"=30' HORZ. 1"=3' VERT. ........................................53.53 - SOUTH It - LIMITS OF E�ARING MATCH EX. GRADES R, (TYP•) SILT FENCE SILT FENCE EAST LMTS Of PER C.O.A, PROPOSED BUILDING PAD "A" PROPOSED BUILDING PAD "B" DEV-6 PER C.O.A. LIMITS OF CLEARING F.F. = 61.53 ADJUST PAD ACCORDINGLY F.F. = 61;53. ADJUST PAD ACCORDINGLY DEV-6 /� CLEARING 62.53 .................................................................................................................................................................................................................................................................. .. ... ...... ..... .......... .... .62.53 MATCH EX. / I/----�'' MATCH EX. GRADES 0 / _ GRADES (TYP) _-� I _l1L LL!11.11L- -I I J� I I I=III=I I hI I i-I I- -i I I I-III-1 I I- (;I' ) _ - 911 . ............................................................. .............................. 1.11....... ...............59.53...............................;. �. ............................ I.�.{..I'���'� /.. 59.53 .. .. . PROPOSED -III_I ( L) -1' / (CUT) _� (FILL) EX. GRADE = i 11- / GRADE I�I-I I TEMP. o r' DITCH `�� _ TEMP. or DITCH TEMP. "V" DITCH PER C.O.A. DEV-6 -J PER C.O.A. DEV-6 -i I I PER C.O.A. DEV-6.............................................................................................................................................................................................................................................................................................................. 56.53........................................,, �........... ....f.....................................................................................53 I- I T.E.S.C. POND PER DTL 1 do 2/G3 BOTTOM EL= R03 "- SEASONAL GROUND WATER TABLE 53.53...............................l.l.t_.......................................................................................................................................................................................................................................................................................................................................................................................................... 53.53 2 SITE SECTION G2 SCALE: 1 "=30' HORZ. 1 "=3' VERT. 48" CMP STANDPIPE OPEN TOP, CLOSED BOTTOM INCASED IN CONCRETE 60.40 2 1� INV. ELEV. 57.03 oo �c0 ORIFICE ELEV = 55.03 DRILL 3" DIA HOLE IN 12 GA METAL PLATE WELDED TO THE BOTTOM OF THE RISER PIPE UTILITY CONFLICT NOTE: CAUTION: O 0 0 0 O 0 0 O. 0 0 0 0 0 0 0 0 0 0 o Q 12" RISER PIPE F-OVERFLOW EL=59.90 ---2 1 11i" WASHED ROCK \I GRAVEL CONE 0: d0 a 0 °ao°� Qoo 0 TOP OF POND SILT FENCE 59.90 / 1.00' FREEBOARD 2.87' SETTLING ZONE EL. = 57.03 3.0' SEDIMENT STORAGE AREA �-1" DIA. TYP., 40 HOLES MIN. ® 10" O.C. PERFORATIONS SHALL BE LOCATED WITHIN THE LIMITS OF THE GRAVEL CONE E. EL 53.28 6" CONC. BASE SLAB ON COMPACTED GRAVEL BASE T.E.S.C. POND OVERFLOW STRUCTURE _ G2 / N.T.S. 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. 3 11 BOTTOM EL= 5tO3 z SEASONAL GROUND WATER TABLE 42" BLACK VINYL COATED �T`( CHAIN LINK FENCE, MAKE PROVISIONS IN TOP OF CONC. WALL FOR SUPPORT (-7 EL = 62.90 MAX. EL = 57.03 T.W. = 60.90 SEE POND SECTION 1/G3 EL = 60.38 gboo-ou o °o 0 00°00 ' A 12" VERT., °° A 12" HORIZ. 18" MIN, 1"(+) b o X.,0 WASHED ROCK �6- BACKFILL z 11-"° Cw o0 00 O° ° °o`0 00 ° ° 0 00000 cc `b 0 000 #5 A 12" X VERT., ALT. 1'-9" OOao °000BENDS 00�0oO °O O o 0 0 0O00 op o 00 °Ooo 54.36 0 53.53 (4) #4 CONT -J 3" CLR - 1'-6" 8" 2'-0" COMPACT SUBGRADE TO 90% DENSITY & 4'-2" UNYIELDING, EXCAVATE do RECOMPACT PER SOILS REPORT 4 POND RETAINING WALL G2 N.T.S. RECORD DRAWING CERTIFICATION PROJECT REF: GRA 02-0016 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S THESE PLANS ARE "APPROVED" FOR CONFORMANCE CONSTRUCTION RECORDS. WTH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS BY: DATE: TITLE/POSITION APPROVED BY: �...p CONFIRMED BY CITY DATE: DATE APPROVED: 3'S'o3 REV. DATE BY DESCRIPTION 1 12/Q4. G.MO REVISED PER PLAN CHECK w bb 0� •� F= ^l p o •� j Nu bx ;i Z �W u- Z � j2 u j N uj at =:) 'In 53 0 Jim LO PO Q-- < - y • <c 3 J z J m a n uj CL Q uj 2 W Q x a M 3 F M N F- W cm 16 e" - DATE NOV 2002 DRAWN BY G.MO DESIGN BY A.F.P. JOB NO. 02-036 SHEET NO. G2 1 - � . lm� - - • • Oft S3 V y V / 7 `T `7 63.53................................ MATCH EXIST. GRADES 0 t, TYP. 58.53........................ ....... . 53.53 ................................ 48.53 ................................ `�-NORTH E LIMITS OF I CLEARING -SILT FENCE PER C.O.A. I DEV-6 63.53 ............................... . �____---- 159. 58.53 ............................... • CONC. RET. -- WALL PER DETAIL 4/G2 = 1 54.03 - 5' 9' 0.67' 53.53. .............................. . I no 48.53................................ r UTILITY CONFLICT NOTE: CAUTION: MATCH GRADES 0 BACK OF EX. EXTRUDED CURB 24"0 AC( LID LADDER RUNG WEST It SILT FENCE PER C.O.A. DEV-6 TW = 60.90 60.38 1.19' FREEBOARD 25YR W.S. * ELEV. = 59.71 42" BLACK VINYL COATED PROPOSED CHAIN LINK FENCE (TYP.) BUILDING PAD 61.03 .63.53 \ ELEV. 60.90 DEl'EN w POND CONC. RET. `� , BOTTOM LIVE STORAGE = 57.03 p �' WALL PER DETAIL 4/G2 . =1 31 TOP DEAD STORAGE = 57.03 =_ - 1 La - I- SET PND - I BOTTOM - - ERO�UND WATER TABLE - EL.54.03 -1 = I_ = i•IIII= 10' 9' VARIES 8'-14' 9' 10' 0.67' 0.67- 33.33' 0 NORTH END w11--W11-IIoollPoo1w►I IIIII-oolilo. lift AA Aft 11-woollooIAll, 1i /1 AAI/1►IAft ►IAft lookqPI I SCALE: 1 "=5' HORZ. 1 "=5' VERT 1.19' FREEBOARD * 100YR W.S. ELEV. = 59.90 -lll,iilll='' ................................58.53 EX. GRADE •••• •53.53 •••• •48.53 25YR W.S. * ELEV. = 59.71 61.03 -- DMNTI1iNN! POND BOTTOM LIVE STORAGE = 57.03 EX. GRADE WET POND TOP DEAD STORAGE = 57.03 ' INLET OM POND PLAN VIEW 1 =2 NOTES: 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 8) 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 Y4" 6. CONFORM TO CITY OF AUBURN STDS. 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. 152' 200' DETENTION/WET POND SECTION (LOOKING EAST' SCALE: 1"=10' HORZ. 1"=5' VERT. FRAME AND LADDER OR STEPS OFFSET SEE PLAN VIEW TOP OF RISER PIPE 6" MIN. o 3"XO.90 CAGE STAINLESS STEEL 4 SUPPORT BRACKET W/ TURNBUCKLE 59.93 ANCHORED TO CONCRETE WALL p (MAX 2' SPACING). MIN ONE SUPPORT. o A.C. OR PVC o MANHOLE ADAPTOR 0.41 CFS F-7s- WATER 100YR "0" OUT-7 CONNECTION OVERFLOW 12" OUTLET IE 57:03 CONDITION = 2.87 CFS 12X12X12 PVC TEE, RUBBER GASKET JOINTS (REMOVABLE) 6" MIN. o EL. 55.03 ROUND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS, RIM 61.93 (t) OFFSET TOP SLAB 60.43 DEV800 100YR WS EL 12" CAP, RUBBER GASKET 0� 12" INLET IE 57.03 STANDARD GALVANIZED STEEL LADDER/STEPS 0 12" O/C NOTE THIS CB WILL BE MODIFIED TO A CONTROL STRUCTURE DURING THE CONSTRUCTION OF THE PERMANENT STORM DRAINAGE FACILITIES PER FUTURE CIVIL PLANS PREPARED BY POE ENGINEERING INC. CB TYPE II-54990 (FUTURE CONTROL STRUCTURE' SCALE: 1" = 2' 9' ............................... •63.53 .............................. •58.53 GROUND WATER TABLE ELEV = 54.03t 53.53 24' .............................48.53 RECORD DRAWING CERTIFICATION PROJECT REF: GRA 02-0016 3fs/D-S 9- 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 12/04/02 G.MO REVISED PER PLAN CHECK BY: DATE: � /► TITLE POSITION APPROVED BY: �-�+-*+ �-•kJ'� CONFIRMED BY CITY DATE: DATE APPROVED: • w � lko W UN zo .�N,M qw w UJ LA_ v Z U.) 00 = aMD ul E3 ¢ 4 3 J z J m Q h L.Li Z _ CL Ls�J ME W H = L"LJ L.AJ L.LJ cm I W m �j cV W W DATE NOV 2002 DRAWN BY G.MO DESIGN BY A.F.P. JOB NO. 02-036 SHEET NO. G3 oyD /7 5 ppi