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HomeMy WebLinkAbout02D1695SITE PLAN NOTES: 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 1h 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/ DEVELOPER/BUILDING OWNER. 6. IN ACCORDANCE 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 THE INDIVIDUAL PARKING SPACE. GENERAL PLAN NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. STANDARD PLANS AND SPECIFICATIONS SHALL BE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS AND STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" AND CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF STANDARD CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5, LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6, THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT Of ANY HAZARD CREATEU BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND All METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. "ONSTRUC HON' `4E UENCE 1. ATTEND PRECONSTRUCTION MEETING WITH THE CITY OF AUBURN, 2. CLEARING AND GRADING LIMITS ESTABLISHED PER FILL & GRADE PLAN BY POE ENGINEERING, INC. SEE GRA-0036-99, OBTAIN PLANS @ POE ENGINEERING, INC. 3. CONTRACTOR MALL VERIFY THAT ALL DITCHES AND SWALES AS SHOWN BY THE GRADING PLANS ARE 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 AT ANY TIME DURING THE GRADING OPERATIONS. 4. WORK WITHIN R/W SHALL BE LIMITED TO 15 CONSECUTIVE DAYS. CONTRACTOR SHALL 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 CONSTRUCTION ACTIVITY DURING DRY PERIODS. 6. CONSTRUCT UTK.ITiES &PERMANENT STORM CONVEYANCE FACILITIES. 7. COMPLY '.ATH THE GRADING, DRAINAGE & EROSION CONTROL NOTES IN THE CONTINUOUS OPERATION AND MAINTENANCE OF THESE FACILITIES. SEE GRA-0036 99 8. PAVE SITE, CLEAN ENTIRE STORM SYSTEM, SWEEP STREETS AS DIRECTED BY THE CITY OF AUoURN INSPECTOR. 9. REMOVE EROSION & SEDIMENTATION CONTROL MEASURES UPON FINAL SITE STABILIZATION & APPROVAL FROM CITY OFFICIAL. UTILITY CONFLICT NOTE: CAUTION: EX EDGE OF ASPH, 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. P►-o no I of 9 LOT 13 EX EDGE OF ASPH EX,. CHAIN - LINK FENCE LOT 6 EXISTING BUILDING EX EDGE F 0 ASPH= LOCATED IN N.W. 1 /4 OF SECTION 13, T21 N, R4E, W.M. f EX. CHAIN AUBURN, WASHINGTON 6' SITE OBSCURING EX CHAIN LOT 14 LINK FENCE LOT 15 LINK FENCE NEW STORM NEW 7.5' STORM EASEMENT CHAINLINK FENCE # LINE TO WEST FROM TOWER HOLDINGS TOCHAIN LINK FENCE EX.. BARB PER GRA 0036-99 WESTERN AVE. STORM SYSTEM B-W1RE FENCE -4.73' WIRE FENCE 300.00' N 00'06'04" E _ _ _ _ _ _ 7- r- : f7- x/}--- o � 73.79' (N 00'06'04" E) � � � � / { �'✓dam �" ,.� A /IN` f%f� �' Ry h1k �} I K,! �kr'Yi `�/x5 nr �I$ ;♦/t/t ���� 1 /'I� � �'� � si - �,I/r�t S� 1 �_. 9 l�. I ENTRY GIs zqL s � 3'/7' (2,846 SF) ,f r 10'/10' TYP. Wit" h 5'- - - - - - - - - - - - - - 11, 111 (3) 0 36' = 108' kk (N 89'53I 56n W) (2,788 SF) " 99 s� PARCEL A00 '✓�� ✓r4' k ,,8„ y NEW BUILDING 00 �, .. 17,309 SF, SPRINKLERED ;- (2,728 SF) -�-- - 44.42' I I I INGRE I t LOT 4 EGRESS,,CATING MAINTENANCES& I :UTILITY EASEMENTS ACROSI t ENTIRE DRIVING & STORM :DRAINAGE AREAS (2,939 SF) (2,939 SF) (3,069 SF) CD `-- ---- ADJUSTED I I (NEW) LOT LINE I I I I LOT LINE I TO BE t I I ADJNSTFD I 1(3) 0 38.67' = 116' I I (N 00'06'04" E) 3'/7' i 10'/10' TYp -LT v 3'/7. 10'/ur I 10'/10' r v CI^ 00 LOT 16 EX. BARB WIRE FENCE OWNER INFORMATION HUMPHREY INDUSTRIES, LTD. ATTN: MR. GEORGE HUMPHREY 899 W. MAIN STREET AUBURN, WA. 98002 (206) 715-149 PROJECT SURVEYOR: KENNETH ANDERSON & ASSOCIATES, INC. ACE I SITE � a pq AUBUR' VICINITY MAP NTS n U 0 •� z A 1 �n W :z CD N ou r � W �/ tf7 00 cnx J FEDERAL WAY, WA. 98023 SITE DATA C PH # (253) 838-1199 � � SITE AREA....... .................83,918 SF, 1.91 AC FX # (253) 838-8164 M1 %,:""i � � M ZONING ......................... . 1""�'� OCCUPANCY ............................B, S1, Fi Z 0 SHEET INDEX Cl SITE PLAN C2 WATER & SEWER PLAN C3 STORM DRAINAGE & GRADING PLAN C4 NOTES & DETAILS Al FLOOR PLAN BUILDING "A" A2 FLOOR PLAN BUILDING "B" A3 EXTERIOR ELEVATIONS BUILDING "A" A4 EXTERIOR ELEVATIONS BUILDING "B" St FOUNDATION PLAN BUILDING "A" S2 FOUNDA1ION PLAN BUILDING "B" S3 ROOF FRAMING PLAN BUILDING "A" S4 ROOF FRAMING PLAN BUILDING "B" S5 DETAILS S6 PANEL ELEVATIONS BUILDING "A" S7 PANEL ELEVATIONS BUILDING "A" S8 PANEL ELEVATIONS BUILDING "B" I S9 PANEL ELEVATIONS BUILDING "B" I S10 STRUCTURAL NOTES & DETAILS EXISTING BUILDING 30' i LOT 3 ltiA'. r/ r• �y 'r !I 1. ( 50 r ., N �f%fr EX. BARB ✓ F FJI S WIRE FENCE I yyf, - (2) 26"0 EX CEDAR . ,„ �h W TO REMAIN - - - - - - - - - - - - - -- - - - - - - - - - - EX. FH N �06'04" E - FUTURE CONC. CURB DIRECTOR OF PUBLIC WORKS BLD 00-0111 DESCRIP110N NE1N EXISTING DESCRIPTION NEW EXISTING _ - GRAVEL STORM SEWER - - -SD- SANITARY SEWER - - -SS -- - PARKING XO WATER - - - W -- - EXTRUDED CURB FIRE HYDRANT - ROCKERY/KEYSTONE AC PAVING WALL CONC. RET. WALL CONC. SIDEWALK DECIDUOUS TREE o LANDSCAPING C:D I CONIFER TREE '�� -EXtSTIMG' BUILDING cy CONSTRUCTION ................ ... 5N °� SPRINKLERS ................. ....... YES m ul rl SETBACKS (REQUIRED): v 'r? .= ;;`; FRONT 20' ........I ................. SIDE ..................... .... . .NONE, 30' ADJ TO RESIDENTIAL REAR .............................NONE, 30' ADJ TO RESIDENTIAL SETBACKS (PROVIDED): BU um "A" BUILDING "B" NORTH..............................36' (-} 30' SOUTH .............................2' 36' (-) EAST ................ ................ 63' + R.O.W. 63' + R.O.W. f-- WEST ............................. 4.73' 32.73' BUILDING AREA ........................19,138 SF 17,309 SF L�J ALLOWABLE BUILDING AREA: BASIC ...................... ..... ..8,000 SF 8,000 SF ilk SPRINKLER INCREASE . ....... .300% 300% 0 SETBACK INCREASE ...... _..(36'-20')(1.259:)=20% (3O'-2O'K57-)-50% ALLOWABLE AREA............ (8,000 SF) X 1.20 X 3 (8,000 SF) X 1.50 X 3 = 28,800 SF _ 36,000 SF " 1► PERCENT SITE COVERAGE ......... 43.4% (TOTAL) L PARKING REQUIRED: Ci) GFFICE (15%) .................... 5,467 SF/300 MANUFACTURING (25%)...... 9,112 SF/1,000 W HSE/STORAGE (60%) .......21,868 SF/2,500, (10) MINIMUM W cl- TOTAL..............................37 STALLS PARKING PROVIDED..................38 STALLS (2 H/C).,. £ TRUE LEGAL DESCRIPTION PARCEL THAT PORTION OF LOTS 4 AND 5, BLOCK D, LUNN'S GARDEN TRACTS TO � AUBURN ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 10 OF � PLATS, PAGE 33, IN KI";^ COUNTY, WASHINGTON. EXCEPT THE EAST 10 FEET iN WIDTH THEREOF CON)YED TO THE CITY OF AUBURN FOR STREET PURPOSES, ACCORDING WITH THOSE CERTAIN DEEDS FILED UNDER RECORDING NUMBERS 7109100527 AND 8107230682. SAID PORTION BEING MORE PARTICULARLY DESCRIBED FOLLOWS: , BEGINNING AT AN INTERSECTION WITH THE SOUTH LINE OF SA19 -LOT 5 AND THE WEST MARGIN OF CLAY STREET NORTHWEST, BEING 30.00 FEET IN THE WIDTH FROM CENTERLINE OF SAID STREET; THENCE ALONG SAID WEST I n POINT OF •MAN�Nf3Ri}i" 4t3'()Ci 04 BAST, 138:82 FEET TO TH ' . BEGINNING; THENCE NORTH 89'53'56" WEST, 279.72 FEET TO THE WEST LINE OF SAID LOTS 4 AND 5; THENCE ALONG SAID WEST LINE NORTH 0006'04" N EAST, 173.77 FEET TO THE NORTH LINE OF SAID LOT 4; THENCE ALONG THE NORTH LINE OF SAID LOT SOUTH 8719'16" EAST, 280.01 FEET TO THE .. WEST MARGIN OF SAID CLAY STREET NORTHWEST; THENCE ALONG MARGIN SOUTH 00'06'04" WEST, 161.18 FEET TO THE TRUE POINT OF BEGINNING. Q� PAR "B": W THAT PORTION OF LOT 5, BLOCK D, LUNN'S GARDEN TRACTS TO AUBURN H- ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 10 OF PLATS, Ln PAGE 33, IN KING COUNTY, WASHINGTON. EXCEPT THE EAST 10 FEET MI WIDTH THEREOF CONVEYED TO THE CITY OF AUBURN FOR STREET PURPOSES, ACCORDING WITH THOSE CERTAIN DEED FILED UNDER RECORDING NUMBERS 7109100527 AND 8107230682. SAID PORTION BEING MORE PARTICULARLY DESCRIBED FOLLOWS: uj BEGINNING AT AN INTERSECTION WITH THE SOUTH LINE OF SAID LOT 5 AND P2 THE WEST MARGIN OF CLAY STREET NORTHWEST, BEING 30.00 FEET IN WIDTH I. - FROM CENTERLINE OF SAID STREET; THENCE ALONG SAID WEST MARGIN NORTH 00'06'04" EAST, 138.82 FEET; THENCE NORTH 89'53'56" WEST, 279.72 FEET TO THE WEST LINE OF SAID LOT 5; THENCE ALONG SAID WEST LINE SOUTH 00 06'04" WEST, 126.23 FEET TO THE SOUTH UNE OF SAID LOT -■ua 5; THENCE ALONG THE SOUTH LINE OF SAID LOT 5 SOUTH 8719'16" EAST, F. „ 280.01 FEET TO THE POINT OF BEGINNING. 0 Al, PARCEL NUMBERS 446340-0280, -0290 0/STD DATUM: NGVD 29/AL CITY OF AUBURN BENCHMARK 27-X, MONUMENT AT THE CENTERLINE EXPIRES OF WEST MAIN STREET, 150' M/L WEST OF THE MILWAUKEE RAILROAD TRACKS. ELEVATION = 69.47 BLD 00-0112 GRA 0036-99 RECORD DRAWING CERTIFICATION PROJECT REF: FAC 00-0020. SEP .004j;. 3 of THESE PLANS ARE "APPROVED" FOR CONFORMANCE` THESE DRAWINGS CONFORM TO THE CONTRACTORS WITH THE CITY OF AUBURN ENGINEERING DIVISION'S CONSTRUCTION RECORDS. REQUIREMENTS BY: S- DATE: �'�'ll -O! n APPROVED BY: TITLE/POSITION C-J.&� CONFIRMED BY CITY DATE: DATE APPROVED: REV. DATE BY DESCRIPTION 1 10/11 /00 G.MO PLAN CHECK REVISION 2 12/15/00 J.R.P. C.O.A. REVIEW COMMENTS 3 01/29/01 G.MO C.O.A. REVIEW COMMENTS 00707 4rt Zj�/ DATE APRIL 2000 DRAWN BY G. DESIGN BY A.F.P. JOB NO. 98-039 SHEET NO. C1 o,3p IG9G WATER DATA TABLE iQ SAT 0+00 5 INSTALL: FIELD LOCATE AND SHUT OFF EXISTING * 1-90' BEND (MJ X MJ) WATER MAIN 1-CONC. BLOCKING INSTALL: 1-8"X8" TAPPING TEE O6 INSTALL: 1-8" GATE VALVE (FL X MJ) * (2) RISER AND DDCV ASSY 1-CONC. BLOCKING PER CITY OF AUBURN STANDARDS & SEPARATE SPRINKLER DRAWING 2 STA 1+88 O INSTALL: INSTALL: 1-tY2" SUPPLY, NEW METER BOX 1-8"X6" CROSS (FL) * AND 1W DOMESTIC METER PER 2-FLXMJ ADAPTERS C.O.A. STD DETAIL WASM-2 2-6" G.V. (FL X MJ) 1-CONC. BLOCKING Og INSTALL: OSTA 1" DEDUCT IRRIGATION METER WITH DCVA PER C.O.A. INSTALL: 1-8'X6 TEE (MJ X FL) STD DETAIL WADM-1 (SEE LANDSCAPE PLANS) 1-6" G.V. (FL X MJ) 1-8" PLUG 12 LF 6" D.I. O INSTALL: 1-1lh" SUPPLY, NEW METER BOX 1-FIRE HYDRANT ASSY. AND �" DOMESTIC METER PER PER C.O.A. STC DETAIL WAFH-1 C.O.A. STD DETAIL WASM-2 2-CONC. BLOCKING 10 INSTALL: O4 INSTALL: * 1" DEDUCT IRRIGATION METER PER * 1-90' BEND (MJ X MJ) W1TH DCVA C.O.A. 1-CONIC, BLOCKING STD DETAIL WADM-1 (SEE LANDSCAPE PLANS) NOTE: 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. * NOTE: WATER METER SIZE AND SUPLY LINE SHALL BE VERIFIED BY OWNER/ DEVELOPER. SPRINKLER SUPPLY LINE SHALL BE DESIGNED BY SPRINKLER DESIGNER. VERIFY SIZE OF TEE & LINES W/ DESIGNER PRIOR TO INSTALLATION. WATER PLAN NOTES: I. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL BE PER CITY OF AUBURN STANDARD DETAILS. THE CITY WILL INSTALL THE METERS. THE CITY MAY, AT THE CITY'S OPTION, INSTALL SERVICES FROM MAIN LINE TO THE METER WHEN THE EXISTING WATER LINE IS IN AN EXISTING CITY STREET; ALL OTHER WORK BY CONTRACTOR. PLUMBING SUBCONTRACTOR SHALL VERIFY THE ADEQUACY OF THE SUPPLY LINE (SIZE/PRESSURE) PROPOSED AND REPORT ANY CONCERNS TO THE OWNER/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 ® PERIMETER OF BUILDING PER OWNER REQUIREMENTS. 5. A SEPARATE DETAIL PLAN OF THE FIRE LINE MUST BE SUBMITTED TO THE FIRE MARCHALL FOR APPROVAL. THE UNDERGROUND FIRE LINE SHALL BE INSTALLED L BY A "U" CERTIFIED CONTRACTOR. EXIST. K.C. SSMH #24 RIM = 64.79 IE = 57.47 (36" N & S) c - - Jl UTILITY CONFLICT NOTE: CAUTION: LOT 13 EX. CHAIN - LINK FENCE LOT 6 R IN EX. E.O.P. -� EX. 8" - - W_ - - - - - - --- d - -W-- ---- �. EX. E.O.P. --- nuF--a=-------T()HF----� ---- - - --=�'------- - 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. METER EX. FH LOCATED IN N.W. 1/4 OF SECTION 13, T21N, R4E, W.M. EX. CHAIN AUBURN, WASHINGTON LOT 15 IINk FFN(:F T—Vt— _ PER C.O.A. STDS I U 6' SITE OBSCURING I LOT 16i CHAINLINK FENCE - -- ? 221/V ELBOW OR AS REQUIRED V% bb 8" INSERTA TEE (H.D. FOWLER) 8" PVC TO MANHOLE 84'4" CORE DRILL ® 0.5% (COUPON TO BE RETAINED & REMOVED) EX. BARB WIRE FENCE 36"0 K.C. METRO 59.69 (i) ^ V) Lo o _SPRING LINE 58.97t 01 NEW MH CD cv z _o co 30' MAX. al " NEW 8 1"" � w w w W c� r ) o Lo IE ® CONNECTION 56.95f PER (METRO PLANS) 6" PVC SEWER SIDE SEWER CD N 000 as = � w x TEST TEE J � z CD C (1) INSERTA TEE � j � z cV o PLAN � tz DETAIL "A" TAP TO METRO SEWER V' � z 0 00 C2 N.T.S. C J d- o r^ m CONNEC11ON TO BE MADE AT LEAST TWO FEET FROM THE NEAREST N JOINT IN THE METRO SEWER. SEE SANITARY SEWER NOTES BELOW. 3 coI^ lco z LOT 3 I I EXISTING BUILDING I i �i �I i EX. BARB WIRE FENCE I (2) 26"0 EX. CEDAR TO REMAIN r EX. FH EXISTING BUILDING - - - - - - - - - - w I „ N 00-06'04" E 11 '�7SAWCUT EXIST, PAVEMENT 00 EX. 36" KING COUNTY &PROVIDE 1Yi"0 TAP TO I SEWER LINE EXIST MAIN, REPLACE "IN -KIND" PER C.O.A. CD STDS. rl) -OHE- ----------- -OHI - - - - - -- - - -- -OHE S POTHOLE & VERIFY CROSSING, / SSMH 707-06 1 1F USEAETHAEFOAMESS 220 AS 7� I RIM-63.79' O IMI' IV C/VJI. SANI 136" SEWER PER DETAIL 1 /C2 THIS SHEET LOT 4 MATED pf, CMAICD DI AKI I -LV DEFERRED SUBMITTALS * * 1. SPRINKLER SYSTEM DRAWINGS 2. MECHANICAL, ELECTRICAL AND PLUMBING SYSTEM DRAWINGS 3. ALUMINUM AND GLASS OFFICE FRONT SYSTEM. 4. OPEN WEB STEEL JOISTS AND GIRDERS (PER STRUCTURAL NOTES SHEET S10) * DEFERRED ITEMS SHALL NOT BE FABRICATED OR INSTALLED UNTIL THESE SUBMITTAL DOCUMENTS HAVE BEEN RECEIVED BY THE CITY OF AUBURN AND POE ENGINEERING, INC. AND APPROVED. ALL SAWCUT PATCHES SHALL BE A MINIMUM OF 6' WIDE, SAWCUT PATCHES SHALL BE COMBINED INTO ONE LARGER PATCH WHENEVER POSSIBLE. T - - ,'PRIVATE Rnon RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION , CONFIRMED BY CITY DATE: SANITARY SEWER NOTES (METRO) . 1. MR. ERIC DAVISON OF KING CO. (PHONE 206-684-1707) SHALL BE NOTIFIED AT LEAST TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION IN THE VICINITY OF KING COUNTY'S 36-INCH, R.C.P., AUBURN WEST INTERCEPTOR. 2. DURING CONSTRUCTION, NO DEBRIS SHALL BE ALLOWED TO ENTER KING COUNTY'S 36-INCH, R.C.P., AUBURNS WEST INTERCEPTOR. 3. PLANS FOR DEWATERING ADJACENT TO KING COUNTY'S FACILITIES SHALL BE SUBMITTED TO MR. ERIC DAVISON (PHONE 206-684-1707) FOR KING COUNTY REVIEW AND APPROVAL AT LEAST FIVE DAYS PRIOR TO CONSTRUCTION. 4. CONNECTION TO THE 36-INCH, R.C.P., AUBURNS WEST INTERCEPTOR SHALL NOT BE BACKFILLED UNTIL IT HAS BEEN INSPECTED AND APPROVED BY A KING COUNTY REPRESENTATIVE. 5. KING COUNTY DOES NOT GUARANTEE PIPE LOCATION, DIAMETER OR INVERT ELEVATION; THEREFORE, A FIELD VERIFICATION IS RECOMMENDED PRIOR TO CONSTRUCTION. 6. THE 8-INCH CONNECTION SHALL BE MADE AT LEAST TWO FEET FROM THE NEAREST JOINT ON THE 36-INCH DIAMETER PIPE WITHIN THE HALF QUADRANT ABOVE THE SPRING LINE AT A SLOPE NOT TO EXCEED 30 ABOVE THE HORIZONTAL. 7. THE NEW CONNECTION TO THE 36-INCH, R.C.P., AUBURNS WEST INTERCEPTOR SHALL BE MADE BY CORE DRILLING AND USE OF A INSERTA-TEE AS PROVIDED BY H.D. FOWLER; BELLEVUE, WASHINGTON. 8. THE CONNECTION SHALL BE PLUGGED AND NOT PUT INTO SERVICE UNTIL THE TRIBUTARY SYSTEM HAS BEEN CLEANED, INSPECTED, TESTED AND APPROVED BY THE CITY OF AUBURN. SANITARY SEWER CONSTRUCTION NOTES (CITY OF AUBURN 1. THE LOCATION OF THE SIDE SEWERS SHALL BE MAkKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2X4, FOUR FEET (4') LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (S). THE LOWER END SHALL HAVE A 2X4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1') SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT ON THE 2X4. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 3. UNLESS OTHERWISE APPROVED, THE CITY OF AUBURN SHALL DO ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION. I.E.=56.67 36 (N.,S.,E.) LOT 3 BLD 00-0111 BLD 00-0112 GRA 0036-99 PROJECT REF: FAC 00-0020, SEP 00 4-99 THESE PLANS ARE "APPROVED" FOR CO ORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS APPROVED BY: DATE APPROVED: . r- A r- \ 1 f% DESCRIPTION NEW EXISTING STORM SEWER SD - - _SD_ - SANITARY SEWER $$-- - - -SS- WATER -- W - - - W - - FIRE HYDRANT A 0 WATER METER 99 P.I.V. 0 F.D.C. SEWER MANHOLE SEWER CLEAN -OUT • STORM MANHOLE ■ AC PAVING CONC. SIDEWALK LANDSCAPING GRAVEL EXTRUDED CURB ROCKERY/KEYSTONE WALL CONIC. RET. WALL DICIDUOUS TREE CONIFER TREE f— W m 0- O V) W = W CL cy- - in Q J V m 0 W P2 W W Q-r �II,N F. po WASy�yc cn z �27060 Fo/ STER�`���`� DNA L E EXPIRES 3/8/2003 DATE APRIL 2000 DRAWN BY G.MO DESIGN BY A.F.P. JOB NO. 98-039 REV. DATE BY DESCRIPTION SHEET NO. 1 10/11/00 G.MO PLAN CHECK REVISION 2 12/15/00 J.R.P. C.O.A. REVIEW COMMENTS C2 3 01 /29/01 G.MO C.O.A. REVIEW COMMENTS 4 03/06/01 G.MO C.O.A. REVIEW COMMENTS 00707 02D1� s GRAVEL ILTER LOCATED IN N.W. 1 /4 OF SECTION 139 T21 N, R4E, W.M. PER DTLF7/C4 WINDOW T.W.=65.00 6' CHAIN LINK FENCE, C 4T EX. CHAIN AUBURN, WAS H I N GTO N 6' SITE OBSCURING SEE POND MAKE PROVISIONS IN TOP EX. CHAIN LINK FENCE= ��' LOT 15 CHAINLINK FENCE, SECTION 3/C4 �� OF CONC. WALL FOR LINK FENCE LOT 14 FI I I LOT 13 - NEW STORM NEW 7.5 STORM EASEMENT EX. CHAIN GALVINIZED W/ GREEN SUPPORT ___ _ - - LINE TO WEST-- FROM TOWER HOLDINGS TO LINK FENCE SLATTING (VERIFY W/ ► LOT 16 FIN GRADE 62.50 • I (• w 6"- _ J __PPI4 �tA �6-99 I INSTALL TRASH WESTERN AVE. STORM SYSTEM �' OWNER)10 2 (+) _ 0 0IF N 00*06'04" E RACK 10 L/S o -�_ 64.00 MAX. i- - - - i - - - - - - » IE=61.44 INSTALL 4'W X 5'L X 1'D 73.79 (N 00'06 04 E) IE = 6 -8 ROCK QUARY SPACES #4 ® 12" HORIZ. 65.50 IE=61:44 �I 5' EARTH BERM ' I 162;00 (�') �. ti 65.50 65.35 5 1 S0 M i ELEV. = 60.44 M t ^ a 5.0 \---.► 4 25LF 15" ADS } oO C4 65.20 - N-12 ® 0.09� cif 2' "�I 15(+) INSTALL 10LF 6"0 PVC ), ! SDR-35 • 1.57% FROM SCREW CAP • - 65.30 ( 7 o M SOUTH END, " EL. 61.44 65.50 % 65.05 - 6 79'86 4' L/S I ON TO THE NORTH END #4 X I 1 I 65.25 i 10OLF 1 PVC 3 65.0(+) OF THE 6" STUB OUT " '�'L 3 f I r 65.35 65.50 R- ®0.3396 C4 15 w II ;� SD 3 INSTALL: 1 O/C VERT., 1 M 64.95 - _ ti 65.40 CHAINLINK FENCE SDR -35 A 0.33% CENTER, ALT - - - - - - - - - - - - - - - - - f INSTALL 115V 15 AMP (VERIFY) SURROUNDING BENDS 1-`� - I - / 64.90 GRAVEL ACCESS P D/ ELECTRICAL OUTLET FOR PUMP DET/WETPOND 3 4 CONT r I fi 4 X 2'-2" \ 64.90 65.30 () #ROAD W/ 6" DEP �" POWER SUPPLY. CONTRACTOR PER C.O.A. STDS 15" O/C �" �- 73LF 12" PVC TO INSTALL CONDUIT AND MAINTAIN GRADE EX EDGE ` ( J I O ' � SDR-21 0 0.33% CRUSHEAPPROVDROCK OR N\ POWER FROM BUILDING - ELEV. 65.00 (MIN.) AT NORTH SIDE JF ASPH. rn OF 59.00 o I 65.50 I j ° 64.60 PROVIDE (3) REMOVABLE - - - - - - - I BUILDING ------- • I = = 8' PVC SDR-21 I BOLLARDS PER C.O.A. I I 0 1.0% o STD. DETAIL STBO-1 - ) Q \ ° _I __; " riC� RD ,j RD _ COMPACT SUBGRADE TO 1'-2" 8 1-0 65.50 00 90% DENSITY & UNYIELDING, � I EX. CHAIN EXCAVATE & RECOMPACT 2'-10" LINK FENCE 8" PVC SDR-21s�rs x a' I 1 I' ` CONNECT DOWNSPOUT , ^ I �- EX. BARB PER SOILS REPORT ' '------------------ •1.0% `€ 00 Go " TO ROOF DRAIN PER v WIRE FENCE 3 PVC SDR-21 POND RETAINING WALL EX EDGE a �' I RD ®0.50x (TYP.) I �„ 1 DTL 5/C4 (TYPICAL) ----------- ------- C3 N.T.S. OF ASPH. � » �� a, ® o ^ 99LF 12 .I. �, .t NEW BUILDI�G B � a R W IN I 0 0,339� S I / LINE » » - co 17,309 SF, SPRINKL ED I NEW BUILDING A MATERIAL REQUIREMENTS: �- � i �--------�-- � F.F. = 65.50 1 MAINTAIN GRADE ® 19,138 SF, SPRINKLERED f .-- SOIL: 1,500 PSF BEARING CAPACITY F.F. = 65{� 65.50 a ELEV. 62.50 (MIN.) I _ CONCRETE: fc' = 2,500 PSI (MIN) AT SOUTH SIDE OF N ,0 65.50 -- r , _ REBAR: Fy = 60 KSI (MIN) BUILDING 3 ! 6 .4 �' ' - 3 i 0. 5' ! �65.43 5 3 (75) (79.92)V­"RIDGE _ _ � - 00 00 r 00 1 ^Q' I 32.66 �_ _LINE 44.42' L --r 65.50 100 �J \T.W.=68.50 z I LOT 5 I a I I Z '/4"/FT. SEE POND ( �,, \ SECTION 3/C4 LOT G ( I I "' t" PVC SDR-21 I I LOT 4 co I ► z /RD ® 0.5% (TYP.) r ul ^ I • I II rn co WALL SECTION OCCURS M WEST OF BUILDING "B" ;a I64.90 _ + (10') EACH END, 100 LF o ° o O'J o °p p pQ°o0 �2' I I I z ' / I , I O ° o Oo0 ° EXISTING ( ( II R+ \ I"1II IN EXISTING LOT 3 0MAX.-7 ! 14" VERT., BUILDING 4 64 ®12" HRIZ. 18" MIN, 1"(+) BUILDING WASHED ROCK 6' ( 30°�O°°�° o000 BACKFILLer°o 74LF 12" D.I. I I 1�<.»M \( I III II n I I II ry 1 I1I I CI o °p Oo0n° 0p 10 8 8 10.( W 0.33% lb" CLR 0 00OO 65 .65.50 65.50EL. 61.44 on 0,-) 654065.50rn 65.50 1 65.50 65.50 65.50 • 14" X 65.40 6.0+3 VERT. 7T (43 1 oo "�� II ., 65.43 I / . j�- I _ 00 --� I- t�100 p p f .... �7 °C� ? ; PERF I '- 6 W DAYLIGHT DRAIN h. 65.25 65.500 `'fi �� O\65.43 TO DAYLIGHT TO EX EDGE ID \ \65.20 65.5A EXISTING e 5"30%C • oo O oc OF ASPb1 \ j0 -65.20- / o NORTH / 65.40 65.00 / �*, 65.00 05� BUILDING 59.00 a � 4 J CONNECT DOWNSPOUT 64.75 80LF $" D.I. � � �� �� 1 HOLE 8" D.I. i 64.75 0 0.40% 0 0 409� • l2 (4)4 CONT TI 65.35 TO ROOF DRAIN PER I 65.30 �O�' 65.30 65.40 - I _--_- + DTL 5/C4 (TYPICAL) 64.9 65.00 1'-6" 8" 2'-0" 5t' COMPACT SUBGRADE \I' EX. BARB 4'-2" I 16 LF 6 i �,,: ti TO 90� DENSITY & 65.40 65.10 65.00 \ G4 65.St` °" I WIRE FENCE E PVC SDR 21 c� �. 65.20 UNYIELDING, EXCAVATE ; ``'y, 6�.40 i _ & RECOMPACT PER -- ®2.59� �, 4 POND RETAINING WALL -- SOILS REPORT ' ^' `',.-.,.,--�/ -,.. .�,.-.ice �.-ti-.�., -�- � r- -n-�', �� ✓ `. �. � - � t - � / C3 N.T.S. / I I - 63.60 © - - I EX. CEDAR - TO REMAIN 'o 25 EX. FH R 25 R � _ �ti r _ - _ = -63 - - - - 63.60 - 62 - _ _ - FUTURE CONC. CUR - 7/- EX. - - M1 EX. 20"m 10"� 63.13 N '06'04" E o -- DECIDUOUS TO - 63.1,5 �' ; MATCH �. ^ & GUT � EXI G - - �, _ -----_ - �F, EX. E.O.P. - -- - --W- -----ry --- - --ry ,------W--- --W- ----W- -� ------W--8 W - ---------- - - - N *06'04"_E _ _ --- -- W _ _. N � M 1 - - - - - --�--,-__a - - - J -O- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ SAWCUT EXIST. PAVEMENT (MADE TO SLIGHT CLAY STREET ,.N.W n .�-_----� �9 --- � _--- EX. E.O.P. 63.65 � " ^ � 0, I I N MATCH V EX, 36 KING COUNTY � REPLACE IN -KIND DEPRESSION & I M QD SEWER LINE Phi C.O.A. STDS. ^ co - -- `° HYDROSEED E<IST. I..+- # a - I --- - -- ------ O --V-OHE-- 4 _ N _-_- _ - - - ----- -- 2 PLACES- s3 .:,�MH 24PV1 F-4.%;--OHE-- '--� ------ - OHE -------- 0HE----, OHE-- -- OHE- - - --pHE----- `�-� T 40LF TRENCH DRAIN I SSMH 707-06 r, EX. PP EX. FH I \�� �- EX: WATER SAWCUT EXIST. PAVEMENT ®646/C4, GRATE RIM=63.79' METER AND REPLACE "IN -KIND" - - - - - - - - - - LE.=56.67' 36" (N,,S.,E.) PER C.O.A. STDS S� EX. FH FIB-,--- --" r ► 0�p PRIVATE LOT 4 �� C �� ROAD I 1 LOT 5 } ► LOT 3 00 N 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 MALL 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. Pr " Oia -3ar 4 CATCH BASIN TABLE lO CB#1 TYPE I ® CB#4 TYPE I O CB#7 TYPE I RIM = 64.75 69.00 IE (8") 62-" qa RIM = 64.90 IE (12") 62.-* Sb RIM = 64.50 t IE (12") 61:#6 y jr CB#2 TYPE I IE (8" RD) 62.69 ® EXISTING CB TYPE II-54"0 RIM = 64.�SIS 50 CB/5 TYPE IL W/ SOLID LOCKING LID IE (8") 6r 63.00 RIM = 64.69 3o PER GRA 0036-99 03 CB#3 TYPE I "7S IE (12") 62.03 IE (8" RD) 62.36 WZ INSTALL FLOW CONTROL STRUCTURE PER DETAIL 1/C4 RIM = 64.93 IE (ALL) 62.E © CB#6 TYPE I RIM = 66.00 IE (15") = 61.44 $o RIM = 65.00 IE (12") 6139Sj STORM DRAINAGE & GRADING PLAN 1 "=20' *STREET IMPROVEMENTS TO BE DELAYED AS ALLOWED BY THE DIRECTOR OF PUBLIC WORKS 30' DETENTION/(2) CELL WET POND DETENTION VOLUME REQUIRED =.. .............. .... 5,537 C.F. DETENTION VOLUME PROVIDED = .......................... 5,668 C.F. WET POND VOLUME PROVIDED = ........................ 3,078 C.F. TOP ELEVATION = ............................................. 65.00 BOTTOM ELEVATION (LIVE STORAGE) = .................61.44 100YR W.S. ELEVATION=.....................................64.00 TOP DEAD STORAGE ELEVATION = .....................61.44 BOTTOM DEAD STORAGE ELEVATION = ...............58.44 WET POND BERM ELEVATION =... ..... ........ 60.44 2' A.C. PAVING Yi" 5w, LIGHT SECTION LIGHT SECTION, 3" HEAVY SECTION PARKING AREAS, I I I I' HEAVY SECTION I I I I I I TRUCKING AREAS & al SLOPE- ° MAIN DRIVE AISLES DN CONC. CURB p 0 0 O O o 0 0 Oo - o I- O p o o >° O ° 00 o° II II I II IIIII I II I II I I IIIII I II II I III * 4"-%" MINUS COMPACTED SUB -BASE CRUSHED ROCK LIGHT SECTION, 6" HEAVY SECTION CURB & PAVING SECTION N.T.S. 22' EX. ASPHALT 13 t PAVEMEN EX. ASPHALT 7.5' PAVEMENT ---3% 22' 30' VERIFY PAVING SECTION AND SUBGRADE PREPARATION REQUIRED BY SOILS REPORT. SOILS REPORT SHALL GOVERN OVER PAVING SECTION NOTED EXIST. R/W LINE SAWCUT EX. EP, MATCH ELEV. & SEAL JOINTS 3" COMPACTED DEPTH CLASS 8 ASPHALT CONCRETE 4" MIN COMPACTED DEPTH CRUSHED SURFACING (36" MINUS) 6" GRAVEL BASE CLASS "A" CLAY STREET N.W. (LOOKING SOUTH N.T.S. ((FUTURE IMPROVEMENTS L.I.D.)) LEGEND U M..� •� z t� Lo o et ^ 1 W po C.� N ro z o • W = Lo 00 uj cn W a�;\ w ? In W CD ro ���Zo�o o =M U�Q� z cr- m L.Aj a 0.5' I (L -� LAJ H W LLJ A.. L. 1 �i.. L LJ CL- F- Z INSTALL: 4" THICK CONC. SIDEWALK w INSTALL: CONC. UI CURB & GUTTER r V P o N DESCRIPTION NEW STORM SEWER SD -EXISTING - SD - ROOF DRAIN RD SANITARY SEWER - SS -- WATER W - - -W - ---- DOWNSPOUT • ARE HYDRANT SEWER MANHOLE 0 STORM CATCH BASIN ■ AC PAVING CONC. SIDEWALK LANDSCAPING GRAVEL EXTRUDED CURB ROCKERY/KEYSTONE WALL CONC. RET. WALL DICIDUOUS TREE CONIFER TREE PAVEMENT FLOW 65.00 6o ea SPOT ELEVATION �- BLD 00-0111 CONTOUR 54- --54-- BLD 00-0112 GRA 0036-99 RECORD DRAWING CERTIFlCATION PROJECT REF: FA 0-00 0 P 0 44-99 3/o�y dX1r "APPROVED" CONTRACTOR'S THESE DRAWINGS CONFORM TO THE CONTRA C THESE PLANS WITH THE CITY ARE FOR CONFORMDcNCE OF AUBURN ENGINEERING DIVISION'S REV. DATE BY DESCRIPTION CONSTRUCTION RECORDS. _ � r REQUIREMENTS 1 10/11/00 G•MO PLAN CHECK REVISION BY: S. DATE: ram- ii TITLE/POSITION �'vn�. APPROVED BY: .� 2 12/15/00 J.R.P. C.O.A. REVIEW COMMENTS CONFIRMED BY CITY DATE: a� 3 01/29/01 32.M0 C.O.A. REVIEW COMMENTS DATE APPROVED: 4 03/06/01 G.MO C.O.A. REVIEW COMMENTS vw a W LA.J Z CD 44r, Q a- cl: :z Q' O V in �%,N F. po r to Z �,p27 0 SOT6E o` sit E EMS 3/8/2003 DATE APRIL 2000 DRAWN BY G.MO DESIGN BY A.F.P. JOB NO. 98-039 SHEET NO. C3 pxDf69S, .4 FRAME AND LADDER - OR STEPS OFFSET SEE RISER W/ PLAN VIEW ABOVE. DRILLED ORIFICE�- HOLES PER ELEV ° TOP OF RISER PIPE AND 2/C4 4 15" CAP, RUBBER GASKET 2' MIN 3"X0.90 CAGE STAINLESS STEEL SUPPORT BRACKET W/ TURNBUCKLE ANCHORED TO CONCRETE WALL (MAX 2' SPACING). MIN ONE SUPPORT. ELEV. = 63.64 24"0 ACCESS %6"0 ORIFICE \5p LID A.C. OR PVC MANHOLE ADAPTOR ° a LADDER RUNG "Q" PER TABLE 0 RIGHT 'CAB #8 15" OUTLET IE 61.44 PLAN VIEW 15X15X15 PVC 1"=2' TEE, RUBBER GASKET JOINTS (REMOVABLE) 6" MIN. MOTO 1. PIPE SIZES & SLOPES: SEE PLANS. 2. OUTLET CAPACITY NOT LESS THAN COMBINED INLETS EL. 59.44 --� 3. METAL PARTS: 15" RUBBER A) CORROSION RESISTANT OR GALVANIZED OR ALUMINIZED TYPE 11 GASKET PLUG B) IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT I W/ 2Y4" ORIFICE 4. FRAME & LADDER OR STEPS OFFSET SO: A) CUMBDOWN SPACE IS CLEAR OF RISER. B) 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 1 CB B # I.D. LESS Y4" ,-y s- 6. CONFORM TO CITY OF AUBURN SIDS. C4 SCALE: ROUND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS, RIM 66.0 (t) OFFSET TOP SLAB STANDARD GALVANIZED 100YR WS EL z_ STEEL LADDER/STEPS 64.00 0 12" O/C �- 25YR WS EL 0 0 27Ae"O ORIFICE = 63.78 1OYR WS EL s O EL. = 63.84 - = 63.53 ELEV. = 63,24, _ 2YR WS EL 4" N. CNTR 1-3"0 & 63.10 CHANCE 1-2Y4"0 PER WATER TIGHT�^ DTL 2/C4 CONNECTION G 15" INLET IL 61.44 O z RELEASE RATESS- © DESIGN STORM Q (CFS) ACTUAL >42YR 0.18 0.18 10 YR 0.68 0.68 25 YR 0.87 0.87 100 YR 1.07 1.07 TYPE II-54"0 CONTROL STRUCTURE NORTH PROPERTY LINE GRADING NOTES 66.......... 0Z-15.0' (+) 1. THE CONTRACTOR SHALL GRADE THE SITE TO THE GRADES SHOWN PER LANDSCAPING PER I THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE LANDSCAPE PLANS FOR FOLLOWING THE REQUIREMENTS OF THESE DOCUMENTS REGARD04G ALL PAVING SECTIONS, CONSTRUCTION METHODS, AND OTHER SOIL RELATED REQUIREMENTS. 1 64............ ......... . 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. IE= 5.0' RETAINING 3. FINISHED GRADES SHOWN ON SHEET C3. 62.00 REQUIREMENTS FOR EXPOSED SOIL STABILIZATION 62.......... ..... \ DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING 1OLF 6"0 PVC SDR-35 01.5%, 4- -�- FLAP ! SOUTH \ SCHEDULE, AS REQUIRED BY THE BUILDING OFFICIAL: TIDE EXISTING END, SCREW CAP GRADE 1. FROM APRIL 1 TO OCTOBER 31 ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED 0 NORTH END 60• • • • • • • • • • • • • • • • • • • • • • • • 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 I=I GREATER THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE 58.......................... "-� 9' 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: X P1010 I GEMATO t URBM &MLM�1M ��BY�� KENTUCKY BLUEGRASS 30% 85 80 ELEV. 65.00 WALL PER DETAIL 3/0 114.50' -1.0' FREEBOARD 3"0 ��f `-- 24'4"0 ORIFICE PLAN Y� W ORIFICE CB #8_ RISER DETAIL s!-1/ N.T.S. * 65.00 TYP., 68.50 AT WEST PROPERTY WEST SIDE OF BLDG "B" LINE 6' PERIMETER + (10') EACH END, 100 L CHAIN LINK 70 FENCE (TYP. WHERE OCCURS) 68.50 � I LANDSCAPING I PER LANDSCAPE 1.0' FREEBOARD PLANS 66............... ............................... ....................... 100YR W.S. ELEV. = 64.00 FF=65.50' ................66 ELEV. 65.00' MATCH EXIST. 62.5 (+) 111= GRADE ® ► = =I (FILL) PROPERTY LINE I A. \ ELEV. = 61.44 DMWW POND62.............................................. BOTTOM LIVE STORAGE = 61.44 ``-12" STORM _ - TOP DEAD STORAGE = 61.44 = T RETAININGff-11 -..._.___- 1 I 1=� � I I •- ---� WALL PER 3. WETPOND-DETAIL 3/C3I= BOTTOM F I I I GRADE EXISTING 58 18, 13' ...I...................66 100YR W.S. ELEV. = 64.00 II I II I I=I -_ IIr GRAVEL h II�II�I 54"0 FLOW CONTROL ACCESS STRUCTURE PER DETAIL ROAD 1/C4 .......................62 BOTTOM LIVE STORAGE = 61.44 TOP DEAD STORAGE = 61.44 I I= IE= ---------------- 61.85 ELEV. = 60.44 ............I..........60 `4 III BOTTOM ELEV. = 58,44 11 i 40.0 43.5' -ill- - 9, ....................... '=�' wim IMP 4' 5' 4' HIGH GROUND WATER ELEVATION DETENTION/WET POND SECTION (LOOKING WEST SCALE: 1"=4' HORZ, 1"=4' VERT. (ADELPHI. BARON OR F KIN) TOP OF BERM V A CREEPING RED FESCUE 40% 98 90 DIVIDING POND INTO TWO CELLS (P NN A EL = 60.44 PERENNIAL RYE 30% 95 90 o 0 o� 0� 0 0° (DERBY OR PENNANT 0 o00 0 6 ��0 o 1 0 o o 0 � 1 APPROXIMATE FILL,/CUT TYPE 2 0 0 0 0° � 2 SPECIFICATIONSFOR STRUCTUR& FILL (IF REQUIRED) TOP OF WETPOND o ° o o FILL MATERIAL TO BE CLEAN, WELL GRADED COMPACTIBLE MATERIAL EL = 58.94 (CLASS B MINIMUM) WITHOUT WASTE AS DEFINED IN WAC 173-304-100 BOTTOM OF 5' MINIMUM POND EL. 58.44 SPECIFICATIONS FOR GRIUBBING 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 X CONTAIN SIGNIFICANT AMOUNTS OF ROOT AND OTHER ORGANIC MATTER. A 6" DEPTH OF STRIPPING IS EXPECTED, MORE OR LESS; SECTION Y-Y HOWEVER, STRIPPING SHALL TAKE PLACE TO WHATEVER DEPTH IS NECESSARY TO REMOVE ORGANIC MATTER AND SOFT/UNSTABLE (SEE POND ON SHEET C3) MATERIALS FROM BENEATH AREAS TO BE FILLED AND/OR PAVED. STRIPPING SHOULD EXPOSE MEDIUM DENSE, STIFF, OR MORE COMPETENT, NON -ORGANIC EXISTING SOILS. 18" THICKNESS -� 5' MINIMUM l Y2"-4" WASHED � ROCK CORE 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 PROCEED WIONgTRUC N.T.S. 58.......................... v I 10.0' D.S. FASTNER - PER CONTRACTOR III ELEV.58.44 - RETAINING WALL a T 8.7' I I 4.0' PER DETAIL 4/0 SEASONAL HIGH (MOUND WATER ELEV. PER SOILS REPORT (EL = 58.00) DETENTION/WET POND SECTION (LOOKING NORTH' SCALE: 1"=4' HORZ. 1"=4' VERT TYPICAL 4" PVC BUILDING DOWNSPOUT , 6" MIN - CONTRACTOR SHALL EITHER PROVIDE DIRECT TIGHTLINE TO ROOF DRAIN CONNECTION OR PROVIDE SLEEVE AS SHOWN WHICH ALLOWS FOR SET?l.EMENT. CONTRACTOR MALL COORDINATE W/ OWNER REGARDING CONNECTION TYPE. I I� I I) -� I 1.5LF6"PVC 1 -'-- 6" ELBOW AS REQ'D 6" PVC DRAIN PER PLAN, 45' MAX BEND IN 5 LF, PROVIDE CLEAN -OUTS ENDS OF COLLECTOR PIPE RUNS DOWNSPOUT / ROOF DRAIN DETAIL N.T.S. 10' 1 30' R.O.W. I I' 22' t (VARIES) TO BE GRADED & I HYDROSEEDED CURB & PAVING SECTION PER DTL 1 /C3 i EXIST. / GRADE _- 62.00 t 62.00 8 CLAY STREET N.W. C4 SCALE 1"-10' HORZ. 1"-2' VERT. FUTURE BLDG + (10 ) EACH END, 100 LF LOCATION PER SHEET C3 EAST IE-- I PAVING TOP OF DRAIN PER I 0 EL 64.00 PLAN PRE -MANUFACTURED a. ACID TRENCH DRAIN SLOPE TO (ENTER OR EQUAL, CONTRACTOR 0 0. %% WIN., IE= TO SUBMIT DATA; GRATE ,. 63.00 0 (ENTER DESIGN TO MEET H2O (6" PVC WEST) LOAD CRITERIA, SEE . < , CIVIL PLAN SHT C3 FOR STORM DRAIN ELEVATION, INSTALL PER MFR. TRENCH DETAIL 6 C4 N.T.S. CL CLAY ST, N.W. I 63.5 t EX. PAVEMENT BLD 00-0111 BLD 00-0112 GRA 0036-99 RECORD DRAWING CERIIFlCATION PROJECT REF: FAC 00-002 . SEP 0044-99 THESE DRAWINGS CONFORM TO THE CONTRACTORS THESE PLANS ARE WITH THE CITY OF "APPROVED" FOR CONFORkiANCE AUBURN ENGINEERING DIVISION'S REV. DATE BY oEscRIPTK>N CONSTRUCTION RECORDS. REQUIREMENTS 1 10/11/00 J.R.P. PLAN CHECK REVISION BY: PDATE: 12 " //­ o pz� 2 12/15/00 J.R.P. C.O.A. REVIEW COMMENTS TITLE/POSITION APPROVED BY: _�� 3 01/29/01 G.MO C.O.A. REVIEW COMMENTS CONFIRMED BY CITY DATE: DATE APPROVED: y 4 03/06/01 G.MO I C.O.A. REVIEW COMMENTS Q ono m LAJ (3L- ') LAJ Lai LAJ L LJ LAJ in w ; - cn � J c) J W 0 46 LAJ Z W W r� DATE APRIL 2000 DRAWN BY GAO DESIGN BY A.F.P. JOB NO. 98-039 SHEET NO. C4 SITE DATA SITE AREA ..................... .83,168 SF, 1.91 AC (AFTER DEDICATION) ZONING._ .........._ ... _ _ M1 PERCENT SITE COVERAGE ....... 43.8% (TOTAL) PARKING REQUIRED: OFFICE (15%) .... ........ ..... 5,467 SF/300 MANUFACTURING (25%)......9,112 SF/1,000 WHSE/STORAGE (60%) ......21,868 SF/2,500 TOTAL ............. . ......36 STALLS PARKING PROVIDED . 38 STALLS (2 H/C) LEGAL DESCRIPTION LOTS 4 & 5, BLOCK D, LUNN'S GARDEN TRACTS TO AUBURN WA., ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 33, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN SECTION 13, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., CITY OF AUBURN, KING COUNTY, WASHINGTON. EXCEPT THE EAST 10 FEET IN WIDTH THEREOF CONVEYED TO THE CITY OF AUBURN FOR STREET PURPOSES, ACCORDING WITH THOSE CERTAIN DEEDS FILED UNDER RECORDING NUMBERS 7109100527 AND 8107230682, RECORDS OF SAID COUNTY. EX EDGE OF ASPH. LOT 13 EX. CHAIN - LINK FENCE LEGEND -ry-- DESCRIPTION NEW EXISTING STORM SEWER - - SD -- SANITARY SEWER - - - SS - -- WATER- FIRE HYDRANT CONC. SIDEWALK LOT 6 PARKING EXTRUDED CURB - ROCKERY/KEYSTONE WALL CONIC. RET. WALL EXISTING BUILDING DECIDUOUS TREE CONIFER TREE UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH i 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. EX .EDGE THIS SHALL INCLUDE CALLING UTILITY LOCATE A 1-800-424-5555 AND THEN POTHOLING ALL OF OF ASPH. THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTQ MES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL ICONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION, OWNER INFORMATION CLAY STREET ASSOCIATES L.L.C. ATTN: MR. GEORGE HUMPHREY 899 W. MAIN STREET - - AUBURN, WA. 98W2 (206) 715-1446 lF4_17 ' :Z - I T/,- EX. CHAIN I OT 1 r, 6' SITE OBSCURING I CHAINLINK FENCE I LOT 16 - EX. BARB WIRE FENCE 15' MINIMUM PER SEPA CONDITION 11(b) LOT 3 EX. BARB WIRE FENCE TO BE REMOVED (2) 26"0 EX. CEDAR TO REMAIN r- EX. FH COTTONWOOD TREE utcluwu5 IU - -- - ' BE REMOVED ....................................N............................................................. ........ . --------------ERE ------------------ - O�`/ EX.. E.a.F. ---W------------- ------W---4------�------W- W W----- N 00'06'04" E W------ - - - - - - - - - - - -- S_ p9 - --W-- 4a---- - ------ -S` CLAY STREET N.�lll00 � EX. E.O.P. r � � EX. 3.6" KIND COUNTY SEWER LINE G——————————————— — -- — —, — — v, — — — — -- N — — — EXISTING TREE PROTECTION: SAVE AND PROTECT EXISTING TREES TO REMAIN AS NOTED ON PLAN. INSTALL PROTECTIVE FENCING AROUND TREES AT DRIPLINE TO PROTECT ROOT STRUCTURE DURING GRADING OPERATIONS. PROJECT REFERENCE: BLD-00-0111. BLD-00-0112, SEP 0044-99 This Plan Sheet conforms with the City of Auburn's Planning Department's Minimum Landscape APPROVED BY: QW64_:�� DATE APPROVED: - , ' N •4- LAINih nelFe .� A%,%, Gf/1Vc�i�ii�A ID. lw w in at ft CLAY STREET DEVELOPMENT - PHASE 'EXISTING BUILDING RECORD DRAWING CERTIFICATION THIS PLAN SHEET CONFORMS THE CONTRACTORS CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION CONFIRMED BY CITY: DATE: I� Data 3-3-00 1°=20' t rates Dr. D.B.L. Appw" Dr. Dodget12-15-00, 2-8-01, 4-19-01 SITE 167 � Q 0 VICINITY MAP NTS 16 LIQUIDAMBER STYRACIFLUA SWEETGUM 1 1 /2" CAL. 25' O.C. 23 PSEUDOTSUGA MENZIESI DOUGLASFIR 6'-7' 20' O.C. 8 PINUS NIGRA AUSTRIAN PINE 6'-7' 25' O.C. 4 ACER PALMATUM JAPANESE MAPLE 1 1 /2" CAL. AS SHOWN 7 COTONEASTER PARNEYI PARNEY COTONEASTER 5 GAL. 4' O.C. 0 * 36 RHOD. 'PJM' PJM RHODODENDRON 18'-21' 4' O.C. FOR TYPE II ACC 18.50.040 (B) 0 16 THUJA PYRAMIDALIS ARBORVITAE 5'-6' 3' O.C. ® * 96 PRUNUS LAUROCERASUS 'OTTO LUYKEN' OTTO LUYKEN LAUREL 2 GAL. 3' O.C. ACC 18.50.060 (H)(4) CD AS COTONEASTER DAMERI REQ'D BEARBERRY COTONEASTER 4" POT 18" O.C. • -->> �- PLANTED. IN-ALL.PLANT BEDS. *REQUIRED SPACING SHALL GOVERN OVER SPECIFIED PLANT QUANTITIES NOTES INSTALL 4" TOPSOIL IN ALL LAWN & PLANT BEDS. INSTALL 3" BARK IN ALL PLANT BEDS. PROVIDE ONE YEAR WARRANTY FOR ALL PLANTS. ALL LAWN WILL BE SOD AND WILL BE IRRIGATED IN LIEU OF SHRUBS AND GROUND COVERS IN ALL AREAS INDICATED. INSTALL IRRIGATION AS PER IRRIGATION PLAN. OBTAIN ALL PERMITS AS REQUIRED. PROTECT ALL UTILITIES AND TREES TO REMAIN THROUGHOUT CONSTRUCTION PERIOD. PLANT PIT Iva N001BAL SIML /I CNAINLCM LOCK STAPLE TO STAKE caMPOWUN Im DIIIv�N To RMS�A. Sid /R WU STAR SET PLUMB • j ___r LATIN SIASK MULCH • (, A R001SALL DIM. STAPLE To STAKE PILL BACK RIIILAPAND uTDI BARK MOVE vRRc an 74BASKET r ISM WK � *1010 so T L W �'r��r a pogo" IX WXBACK NARY[ SIX PLANT PIT TOM ��pp,,//pppp / NA'IIrF SOL Mk �p►�p�/ MR=K Sa. Mk DIAL OF ROOTSALL TREE STAKING DETAIL SHRUB PLANTMG DETAIL CONIFEROUS TREE STAKING KLS. ILLS. KT.34 I LANDSCAPE PLAN EAGLE DESIGN 28007 NE 27th DR. REDYOND, 11MUG1'ON 99069 TEL (425) 898-889,9 FAX (425) 868-2164 f�_ i T /. _ o �a � t G O, O LOT 13 SITE DATA SITE AREA .... ................ ................ ........___ ._......83,168 SF, 1.91 AC (AFTER DEDICATION) ZONING.......................... ..................... ........ ..._....... M1 PERCENT SITE COVERAGE .................. 43.8% (TOTAL) FARKING REQUIRED: OFFICE(15%).......................................51467 SF/300 MANUFACTURING (25T) 9 112 SF/1 000 - - - - - T21 N R4E, W.M. LOCATED IN N.W. 1/4 OF SECTION 13, , EX. CHAIN EX. CHAIN AUBURN, WASHINGTON LOT 15 LINK FENCE LOT 14 NEW STORM LINE TO WEST CHAIN LINK FENCE EX. BARB PER GRA 0036-99 1 2' (+) WIRE FENCE 1 6' SITE OBSCURING CHAINLINK FENCE W 'I II WHSE/STORAGE (60%) ... ..21,868 SF/2,500 i I ® C _; ; II TOTAL ..36 STALLS PARKING PROVIDED ........ ....... _....... .... .... 38 STALLS (2 H/C) I r- — — —-- — — — —I— -gyp-- -- —OLI I I ' 10' X DUMPSTER/ I' --- C 3 O _ I --------------------------------------- I� RECY00% SITE/ �— � 1 CLE LEGAL DESCRIPTION 111 OBSCURING II II i �r LOTS 4 do 5, BLOCK D, LUNN'S GARDEN TRACTS TO AUBURN WA., FENCE I Il f i ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 I OF PLATS, PAGE 33, RECORDS OF KING COUNTY, WASHINGTON. EX EDGE ' t� SITUATE IN SECTION 13, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., OF ASPH. I I III ---------------------------------------- CITY OF AUBURN, KING COUNTY, WASHINGTON. 1 ' EXCEPT THE EAST 10 FEET IN WIDTH THEREOF CONVEYED TO THE I ' CITY OF AUBURN FOR STREET PURPOSES, ACCORDING WITH THOSE I ( 3 CERTAIN DEEDS FILED UNDER RECORDING NUMBERS 7109100527 AND 8107230682, RECORDS OF SAID COUNTY. i ( _ _. (2,788 SF) to I EX. CHAIN LINK FENCE I 5I1 00 0 Q1 I , I I EX EDGE I �- III O I ------------------------------------ - I OF ASPH. » >, , _ _1 NEW BUILDING B I LEGEND � - 7.33' ( 17,309 SF, SPRINKLERED o , !! f� � I DESCRIPTION NEW EIS I t x TING o _ NEW BUILDING A I `14 I N 19,138 SF, SPRINKLERED I STORM SEWER - - - - S D - - - - C14 , 19' � 19' 1 � SANITARY SEWER 551 I. I----------------- --------- --- ----------- r------------- WATER � 32.6644.42------- IQo FIRE HYDRANT �'=° LOT 5 �" I CONC. SIDEWALK LOT 6 100 LOT 4 I LOT 3 PARKIN X� 1 i i �°' + I , i EXTRUDED CURB WALL ROCK'_7RY/KEYSTONE + 2 ' 9' r EXISTING i i i i I EXISTING Cam' RET. WALL BUILDING 36, BUILDING DECIDUOUS TREE CONIFER TREE UTILITY CONFLICT NOTE: I 18' ' I THE CONTRACTOR SHALL BE RES 044E FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH I ' � I OF ALL EXISTING UTUTIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHO X THE UTILITIES ' 1I• I'� — -�f�a��- ' _ _ — 1 • �1 1 AND SURVEYING THE HORIZONTAL AI'0 VERTICAL LOCATION PRIOR TO EX EDGE — I _ THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1—ODO-424-5555 AND THEN POTWNG ALL OF OF ASPH. I' �" THE EXISTING UTILITIES AT LOCATK�IS OF NEW UTILITY CROSSINGS TO PH' .Y VERIFY 5' _ 'EXISTING WHETHER OR NOT CONFLICTS EXIST'. LOCATIONS OF SAID UTUM AS SHOWN ON THESE PLANS I I BUILDING ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE I I CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRTO ' 8 KM PROCEEDING WITH CONSTRUCTIION. I I I I ! LOT 16 OWNER INFORMATION CLAY STREET ASSOCIATES L.L.C. ATTN: MR. GEORGE HUMPHREY 899 W. MAIN STREET AUBURN, WA. 98002 (206) 715-1446 5' I 8'------------- II I I I I i I „ O— (2) 26 EX. CEDAR ----- -- ----------+--- ---- --- -- L------------------------ TO REMAIN -- - - - r------------------------------- ------------- ------ ------------------------------------------------------- - EX.FH All SITE u VICINITY MAP NTS LEGEND SCH 40 PVC SLEEVES AT 24' DEPTH ---- CL200 PVC LATERALS AT 12' DEPTH UNMARKED 15 3/4, --- 1 1/2' CL200 PVC MAIN AT 18' DEPTH I' DEDUCT METER PER CITY REQ'T. I' RED 4 WHITE GATE VALVE IN 10' PIT N 1' FEBCO 805Y DOUBLE CHECK VALVE IN JUMBO BOX Q RAIN51RD 33LVC QUICK COUPLER, 33K, 4 SH-0 GALV. TRIPLE 5WING JOINT RAIN51RD 100PE5 AUTO. VALVE IN STD. BOX U HUNTER PGP-ADJ ROTOR ON FLEX. SWING JOINT. c RAINBIRD IWO SERIES POP-UP ON SWING PIPE RISER. RAINBIRD ESP-12C CONTROLLER, WALL MOUNT, POWER BY ELECTRICIAN. — — — — — — — — — — — — — — — — , / b — — - — — — — — — — — EX. 20" 0 N W06 04 E FUTURE C C. CURB 2.5 R.O.W. DEDICATION DECIDUOUS �I EX. 10 o 300 00 0 A GUTTER TO REMAIN DECIDUOUS it N --------- -------W----�------- W------ -----__ �� EX. E.O.P.---------- W------------;-„--------W----------- ------1-------- __ _fir - - N -"04--------------_ CLAY STREET N� 11. EX. E.O.P. � � N EX. 36 - ----------------------------- ---- - -- -G------ \---- o��r--- i o v� i ' H - OHE------------------------------ OHE--------------------------- OHE-------------------------------------OHE----� -----� NOTES INSTALL KING AUTO DRAINS ALL LOW POINTS OF LATERALS. MAINS 18' DEEP, LATERALS 12' DEEP. PROVIDE 'AS BUILT' PLANS. ALL PIPE IS CLA55 200 PVC EXCEPT SLEEVES AS SCH 40 PVC SLEEVES TWICE DIAM. OF INSERT PIPE. 5 440 90 !`•LL 5CH90 NIFL. rf U5Ff NMN f`p�� Qt'N7E. -- � �l7hl'i1E01. V/'l.V1G N.V/�iNC4 Y � c/ { SQL 5it' A5 tJCV WAi!°R�'Rl70F Wlt 5CHe0 PVC NK. GLeUA-- rvr tiw a A®rre elacK aR,r�A,lro LLIMD!`.R vl.ax o° 0 p 6gG F�GiPAd�4 SLAP t -ro YID SPY- Q o � ° o o° ° t N-LOW 2� " OFWHIM 40 w CxJK VOLME CH�CK VALVE A5%M3LY MTAIL hKOMA11C COWOL VALVE MfAJL N.T,5, N.T.5. ror-Il' OR WrGR "A"A9 5FeCPtV ON PLM1 �p�� y ,C1�1}5� a 9M. M.L Af MW Or AIV (1 IT' S 801�JrVC ti n AUX SQI Er FLI s CLA55 200 PVC LAMM LK MMJ 50140 try OR ELL MIX 5WNCA JOW 05FT A55EMMY MfAJL N,T5, V '"Mrw- ronl?_ 906E pRMd Yl1 V!` M Tf FLU5H W/ FWH am, CLA55 200 rVc W/ ox a mmw Va. MCA% MIMW. GRM V/y W 5CHW WIPL5 MIN 5" LONG. "80 PVC 40 Cd.l.. 5CHW PVC NI'L MR V' LOWG 2 C.F, ae NU 5LW MIDI, MANUAL P"N VAAE A5%WLY MfAiX, N.T.5, ----- OHE ------ f-------------------- OHE -- -------------r O E------------------ ----- - --- - - ® 1 ° i - - - - - - i SSMH 707-06 —� o EX. PP i i RIM=63.79' ------ -- -- -- -- -- - --- -- - -- - - - - �-- - ----------- - - ---- - - --_ -- - - - � - - - - - - METER - _ � LE.=56.67' 36" (N.,S.,E.) EX WATER ------ ---- ® T----W-- --- i i EX. FH , , O,` A/ ; �-----FM--f ----- \r ' U` \ �- � 0�� ;� PRIVATE LOT 5 ,i' LOT 4 C ROAD I LOT 3 I � 1 BLD XXXX _000 IRRIGATION B E AD .�?B�t���, GM 0036 9 FAC XXXX-00 Date: 3-3-00 lbat l� l 1Rle lie V 0 1'1�1�T - P4�A5� I I sue' r' zm' IR- T CLAY 5TRE DEEL. P Dmvn Bt: 0.51. EAGLE DESIGN Approved By: MW NE 27t.h DR. REDMOND, WASHINGTON 96053 I Reviesd:2-s-ml TEL 423 898-8= FAX (425) 868-2164 Q0707 C7 16gC OF " _LOCATED IN N.W. 1 /4 OF SECTION 13, T21 N, R4E, W.M. INSTALL: 64 EX. CHAIN AUBURN, WASHINGTON SILT FENCE AS SHOWN PER C.O.A. EX. CHAIN LINK FENCEr�63 LOT 15 DEV-6 (TYP). DUST CONTROL NOTES �/ LINK FENCE LOT 14 ---NEW 15" STORM NEW 7.5' STORM EASEMENT LOT 16 LOT 13 6� ----- - `- LINE TO SEE SHT.GST 2 300.00' FROM TOWER HOLDINGS TO FENCE LINK 1. CONTRACTOR SHALL MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE r, N EX. BARB * 3- G3 3 75 » WESTERN AVE. STORM SYSTEM OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION WIRE FENCE -� N 00'06 04 E `B-WIREco v p M cni PRACTICES SUCH AS SEEDING AND MULCHING, AND EROSION BLANKETS. FENCE oZo 2. DURING CONSTRUCTION AND DRY WEATHER SPRINKLE THE SITE WITH WATER -' - - - - - - -' - - - - - - - - 62 62 63 63 UNTIL SURFACE AREA IS WET. REPEAT THE PROCESS AS NEEDED DURING 4.73' 73.79 I I THE DAY. (N 00'06'04" E) I I I - - - - -� 65_ SD $p ,•,� N /_ N,� ( 2 3. ALL TRUCK TRAFFIC MUST USE THE WASH PAD AS DESIGNED AND SHOWN I I I I "' G4 ON THE T.E.S.C. PLANS TO PREVENT CARRYING MUD INTO STREET. `'` I • L..................... l..... ..i I - 61.44 "'� Ki1 / EX. BARB 4. ALL OPEN BODIED TRUCKS TRANSPORTING FINE MATERIAL TO THE SITE MUST I �'�.` I I x �`� WIRE FENCE CO I. _� BE COVERED TO PREVENT DUST FROM BLOWING FROM THE TRUCKS. :. - T -4 N 5. DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC STREETS ADJACENT I I TO PROJECT WHICH WILL BE USED BY CONSTRUCTION TRAFFIC SHALL BE KEPT a' I I I ( I OVERFLOW (N 00'06'04" E) I MATCH F GRADES CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION. �, "' I /CB TYPE II-54 I I SOUTH WIRE EXIST -'-# I RIM = 66.0 (� - - I J l i PER UDTL 3 G3 �-4.4 I BARB WIRE FENCE 6. MINIMUM OF ONE WATER TRUCK SHALL BE AVAILABLE ON -SITE AT ALL TIMES 108' I IE 12"E) = 61.44/ + DURING CONSTRUCTION. (N 89'S3'56" W) ,�, IE �15"W) = 61.44 I ( I INSTALL: EX EDGE �` EX. DIRT/ I + � 60 LF OF TEMP. 15"% \ I + SILT FENCE AS SHOWN OF' ASPH. i GRAVEL DRIVE I ry - - l PVC SD 0.50Y I „ GRAVEL FILTER ! PER C.O.A. DEV-6 (TYP). N ) I � J I h INSTALL 6 -8 QUARR�PALLS WINDOW PER 4/G4 I ! NOTE \ ;� (TYPICAL) (•.. - w I•. 1' DEEP FROM INLET TO TTOM + EXISTING STRUCTURES ONSITE NOTED WITH A (*) ARE TO BE REMOVED I I I - I I OF POND I I 1 PRELOAD TO ELEV. 1ca �ci �• G3 68.50 TO 4' BEYOND I \�c, PROPOSED BUILDING �° - - �� s- ---'.. I EX. CHAIN FOOTPRINT PER h `-------- ( , 31 LINK FENCE / I I PROJECT SOILS REPORT I ( INSTALL: I + TESC/SETTLING TEMP. "V" DITCH ® \ I 108, DET. VOL. PROVIDED = ..............5,668 C.F. rn I 0.5% MIN W/ ROCK I a „ � o00 EX EDGE » 1� ( CHECK DAMS PER �'� (N 89'53.56 W) o z I WET POND VOL. PROVIDED ......3,078 C.F. OF ASPH. PR POSED BUILDING PAD A I C.O.A. DEV-9 (TYP). I I : TOP ELEV. _....................... 65A0 _ = w b ! BOT. ELEV. (LIVE STORAGE)=....61.44 F.F. 65.5©, TOP OF PRELOAD 68.50 I i PROPOSED BUILDING PAD "B" ADJUST PAD ACCORDINGLY r; I I I IE = 69 9 I I I 100YR W.S. ELEV= ..................64.00 m:, F.F.--`065.50, TOP OF PRELOAD = 68.50 I 1:1 I TOP DEAD STORAGE ELEV. _...... 61.44 co o ;EX. CONC. I -�- - - I ADJUST PAD ACCORDINLY a, I BOT. DEAD STORAGE ELEV. _.....58.44 _ I tip' _ _ I I WET POND BERM ELEV.= ........... 60.44 `V N ry ► ' 1 >k * THIS POND WILL FUNCTION AS THE _ _ MATCH EX. GRADES 184.19 " I I - - - - 65.5 - L - - - - - pN _ _ _ _ I �"" PERMANANT DETENTION / (2) CELL E. TYPICAL U.N.O. (N 871916 W) I I 68.5 ; - - ` - - - J WET POND Nam' I---- -- r--- I - - r EXISTING * I I I z ;:»5::I I I LOT BUILDING I II \ 44.42 " ' 110 C I I 32.66 IN N 00'06 04 E LOT 6 2' N-(N oe-0s-04" E}��T� i �( 76') LO 4 + LOT 3 ry ty 1 r _ ( ry (N 89'S3 56 W) I co �cI I *EX PRELOAD TO ELEV. ICN co CONC� I 68.50 TO 4' BEYOND ( Q, I I I (TYP). PROPOSED BUILDING to EX. DIRT/ 5 GRAVEL DRIVE: EXISTING* I LO FOOTPRINT PER G3 EXISTING ti (TYPICAL) BUILDING �`� ' PROJECT S IlS REPORT BUILDING I I � ` I EXISTING I I I I BUILDING TO B EX. CHAIN I 36 ' REMOVED I LINK FENCE N 8953'S6" W I M I I N () c-) � \ r_D 116' I-) (N 00'06'04" E) I I I I I I N 00'06'04" E I INSTALL I I :� I I ) I SILT FENCE AS 1 I I I I I N I �/ SHOWN PER C.O.A. DEV-6 (TYP). -�-I- -:-------r.--fl--._-T,- - ------I-�`- I N .......,., - _....,,,,,T.._., .. . -.. ... - car Q AUBURN VICINITY MAP NTS SITE DATA SITE AREA...............................83,168 SF, 1.91 AC (AFTER DEDICATION) ZONING................................... M1 OWNER INFORMATION CLAY STREET ASSOCIATES L.L.C. ATTN: MR. GEORGE HUMPHREY 899 W. MAIN ST. AUBURN, WA. 98002 (206) 715-1446 PROJECT SURVEYOR KENNETH ANDERSON & ASSOCIATES, INC. 1720 SO. 341ST PLACE FEDERAL WAY, WA. 98023 PH # (253) 838-1199 FX # (253) 838-8164 LEGAL DESCRIPTION LOTS 4 & 5, BLOCK D, LUNN'S GARDEN TRACTS TO AUBURN, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 33, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN SECTION 13, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., CITY OF AUBURN, KING COUNTY WASHINGTON EXCEPT AT THE EAST 10 FEET IN WIDTH THEREOF CONVEYED TO THE CITY OF AUBURN FOR STREET PURPOSES, ACCORDING WITH THOSE CERTAIN DEEDS FILED UNDER RECORDING NUMBERS 7109100527 AND 8107230682, RECORDS OF SAID COUNTY PARCEL NUMBERS 446340-0280, -0290, -0291 DATUM (NGVD 29 VERT) CITY OF AUBURN BENCHMARK 27-X, MONUMENT AT THE CENTERLINE OF WEST MAIN STREET, 150' M/L WEST OF MILWAUKEE RALROAD TRACKS. ELEVATION = 69.47 EX EDGE - 65.5 6--�- - -- I --- - -- 65.5 - �__ LEGEND OF ASPyi. I ................n. . INSTALL: TEMP 1 EXISTING DESCRIPTION NEW EXISTING ry CONSTRUCTION INSTALL: I BUILDING I INSTALL: I r INSTALL: IN :M ENTRANCE PER TEMP. "V" DITCH ® , I `� +I STORM SEWER SD - - -SD_ - TEMP. "V" Dfi7CH CO I 130 LF OF 8" TEMP I CN C.O.A. DEV-5 / 0.5� MIN W/ ROCK / _ 0.5� MIN W ROCK I / CHECK DAMS PER L. I EX. BARB SANITARY SEWER - - -SS - - I / �.I. SD 0 1.0% I : / � C.O.A. DEV-9 (TYP). ( � � WIRE FENCE � WATER - -W - - I CHECK DAMS PER "' FIRE HYDRANT �- ^ C.O.A. DEV-9 (TYP). -------------------N"TM- N a IE = 63.5 CATCH BASIN ■ IE = 63.5L� _ _ _ _ _ _ - - - L _ J�� vl _ _ _ JL111 SILT FENCING PER C.O.A. STAINDARD = 62.7 I (N I I DETAIL NO. DEV-6 SHALL BE 0 b � SS MANHOLE Ex. CB' ,,,��,,, ... loopI :° - _ ��_ I INSTALLED OUTSIDE THE DRIP LINE SD MANHOLE O I RIM = 64.13 N ""r I `�� OF TREES TO BE RETAINED TO WATER VALVE D4 N 6� CONC. LE.=62.05 7 0 63 � i 64 _ (2) 26" TEL MANHOLE 0 S 6 CONIC. I.E.=61.98 _ PROVIDE PROTECTION FROM GRADING o IE = 63.0 1 EX. CEDAR ACTIVITIES (TYPICAL) TEL RISER TO REMAIN -0- EX. TE 53'' N ry n „ o %j . I t\ F"" \\: M - EX. FH �� POWER POLE � EX. �0 M - N (X)'06 E \ \ / STREET LIGHT �- / \6 ?� \ - - / DECIDUOUS � rye^ TO - _ EXTRUDED CURB • �� • � REMAIN EX. 36" � I /-� .. \.�•.'-' '•`° � �----..,_.-....� .,•✓..........g...........���- � SPOT ELEVATION 62.0 ---- --- - --- -_-_ _- _-_----W--------------W-------- ---- W--- W_ - ��-�---- _�.-.--- ,��� '� EX. E.O.P. M �, �, 0 \ ry -W---iN�-°-=>-----W--B 4>---m--_ �-17 ----W-- �B �; W SILT g L GE - - - - - - - --SS-- -' \p--�- - SS-- _- --- I ----- - -} -S-----_- ----_ ---_-- --_-- _ _ _ _ M - - - ----- � -- ----- - ---- - -- �-------------------�-.'_ "V" DITCH W/ _.._._....• -- - ti9 - EX. E.O.P. CLAY STREET N W N i0ro6'04 E _ _ _ _ _ _ I \ i N •m ROCK CHECK DAM ko - - - `-------------G---�� - -�-------�------ - - --.� CONTOURS 62 --6L-- 63 cy)-GHE----------------OHE--- ----- - OHE - ------ OHE-------OHE--------------- OHE--------------OHE------ ----- ----- - HE-I--i --� � � _�-� ��, ..� � T - - � � - - - ROCK QUARRY SPACES o EX. PP h sa �--_ N EX. 10 / SSMH 707-06 4 I' DECIDUOUS �9 / I EX. WATER r �, RIM=63.79' PROPOSED BUILDING - -W-- METER TO BE REMOVED - - - - - - ( ) •.. - - - I.E.=56.67' 36" N ,S.,E, FOOTPRINT EX. FH _ ■� - SSMH 707-07 I L \--FM-I--- � o c/RRIVATE RIM=64.60'' LOT 5 LOT 4 C // ROAD I I.E.=57.20 36 (N. S.) - <` / LOT 3 NOTE: 443.52' SOUTH OF SSMH 707-06 GRADE & FILL PLAN ill= 20' I 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 CRAGS 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 SEE PROJECT SITE PLAN FOR EXACT LOCATION OF PROPOSED BUILDINGS RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION CONFIRMED BY CITY DATE: GRA 99-0036 THESE PLANS ARE "APPROVED" FOR 7 CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS APPROVED BY: -S� DATE APPROVED: SHEET INDEX G1 GRADE &FILL PLAN G2 OFFSITE STORM PLAN G3 SECTIONS, NOTES &DETAILS G4 DETAILS � w v v CD L cu CD N 00 w_CDt CN CD �U_u) M �o0 300 -, m ro REV. DATE BY DESCRIPTION 1 12/21/99 G.MO UPDATE PER SOILS REPORT/OFFSITE STORM 2 07/26/00 J.R.P. REVISED PER NEW SITE PLAN 3 10/10/00 G.MO REVISED PER C.O.A. COMMENTS 4 10/17/00 GAO REVISED PER C.O.A. COMMENTS 7c, // 4 /6", DATE NOV 1999 DRAWN BY G.MO DESIGN BY A.F.P. JOB NO. 98-039 SHEET NO. G1oFa r- w w Ln c� a N 0o7v7 o;L D.) 6 ?-!C EX. CHAIN EX. POWER POLE EX. WATER VLV �a MATCH EXISTING GRADES t / I I SAWCUT & REMOVE EXISTING W/ TRANSFORMER PER CITY RECORDS 6ti' o / LINK FENCE 1� s23! " I?lay PAVING AS REQUIRED (MIN 6' WIDE), 9' N. OF C.B. / o EXISTING SHED J. �g N0(DISTURBANCERODD 4��2%RTH� 66P�` EX. B-WIRE I (N 89'S3'S6" W) I 6�/ r REPLACE IN -KIND PER CITY OF I 6 35' E. OF C.B. o -' FENCE 5 , I 6ti 4�.. URN STANDARDS I 'f -- ----` - -'ii EX. LIMITS OF AUB I I , I EX. WM EX. BUILDING `��� -_= -� 16 EX. 12" STUB wI 6� 6 6- �'' /66 VARIOUS DIRT PILES 6 66 65.5 CB TYPE I SINGLE FAMILY RESIDENCE ' `2° r- l 65 _ _ \ _ e o6 30000 j _ - - - I I PRELOAD TO ELEV. \ IE (12 E) 60.43 I I � 1 I i RIM = 62.25 t R NCH -fi3 =64 _ _ _� 66�1 �6 N 00'06'04" E 6 . 60 LF OF TEMP. 15" 1.49 16,.2° I PROPOSED TO 4' BEYOND 2 5 ®0.50� 5 � 11 g/-- . 6ti I � � 3a �� I INSTALL: TEMP EX. DRAIN TRENCH f f� -65 _ I I 616 ,\ I CONSTRUCTION 6� �, IE = 60.151 61. r �/ 1 PVC SD 0 0.5% D� i-- 44.42 FOOTPRINT PER 52 TO BE ABANDONED/ 1 6 ' o D REMOVED 6� • 6�� 626 I I 6 01 �15 * INSTALL LF 15" �� 6 / / 64 _ 63 J N I l o cK I (N 00'06'04" E) PROJECT SOILS REPORT I ENTRANCE PER 6 I 1 �� �' �° J 6°' o PVC SDR-35 ®;;M o �_ 50 / 5 � -- I N 1 U C.O.A. DEV 6z EX. CB P23 - o 6 1- �62 EX. AREA OF LAN6S`CA�E ��� o.4`i� 625 ro -�"�_ �/� _ �c N I .ol 6� 6a I �, ��� 6� a� a4 / - 62 I- - RIM-61.73 i C € - - _ 277.65 �� 6� I as a s2 \ I IE 62.7 - I.E.=59.86' 12 DI N `' _�- - - - Do 61� 19 2:......76' a0 2`° LE.=59.83' 12" DI �S� rho �� $�,_ --G- - - _ 4 1 �` 4 _ -. _ - ` -----=�'_�G5-�--= `.. _ -� ---' - � '' .. . ; i � I (N 89'S3 56 W� . . . �.. .62 5 �..,..,-.. EX. 40 LF 12" I 64 = -= = - -► - - - --�� - - - -- -- -� -f------� ...f.� n) Lo ADS N-12 C� 0.42% I �9 I �; EX. EDGE OF 5� EX. FENCE A� - - - - w I EX. 28 WATER ti. `1 PAVEMENT EX. GAS EX. CONC. - _ / 68.5 6 III EX. GV EX. GAS ,,, 65.5 & STORM ESMNT. I I �; N » SERVICE CURB I -••` 99 ...�,�„�... s?22� - - Z O I wl r 38 LF (t) 12 PVC METER SILT FENCING PER NEW 7.5 PRIVATE STORM c - - - °�.�.... .2.•- ._--- ---�_• i00 TO THE CITY OF I / $ I 09 f,2.2 2• AUBURN I �, I I.I EIS SDR-35 0.75% C.O.A. DEV-6 EASEMENT REQUIRED, s I I g9 62 r , W M �6100 g D W I - - - EX. GATE 62 _ ,�,9$ _ _ I Iti� 6� EX. BUILDING 18SD _ 116 CONTRACTOR TO CONNECT NEW FIN FLR=73.29' I I I;I M EX. EP I I ; `� EX. EDGE OF 12" SD TO EX, CB. IE = 59.86 VERIFY EXIST. INVERT AND / *CONTRACTOR TO COORDINATE WITH PARCEL "A" o �� PAVEMENT REPORT ANY DISCREPANCY ONOTHIS ER PRIOR TO ANY DISTURBANCE EX. 18 I I �, I ; i I TO POE ENGINEERING, INC. PRIOR TO CONSTRUCTION �----2 W-- I 6�9 II I II EX. CB P22 I I I I I€ I RIM=61.98' I I 1 11 I.E.=59.83' 12" DI (N) I I I { I.E.=59.83' 12" DI (S) o coI I EXIST. 7' • II EX. SAN SEWER CHAIN LINK FENCE, TYP. »A» LOCATION PER € I I I I CITY OF AUBURN I I I ';I PARCEL GEOGRAPHIC I DATA CENTER EX. 8" II 1998 SEWER MAP EXIST. I I I I;I PAVING I 1 LAJ I i EXIST. I I I D/W LLJ o Z I I I > EX. EX. 12 f44 i 12"- 1 i I EXIST. Z i III GATE I F- I W II I EX. SSMH RIM = 63.21 IE (N, S) = 8" PVC I ` = 56.46 p ^ EX. CB RIM = 62.76 IE (12" S) = 60.40 IE (12" STUB E) 60.58 i IE (12" N) = 60.50 j i i I ( EXIS . D/W I 0 I EX. STUB OUT & CAP 12", 1' PAST CENTER LINE IE (12" E) = 60.94 NOTE: ALL PAVEMENT PATCHES SHALL BE A MINIMUM OF 6' WIDE. PARCEL "B" `---EXIST. PAVING 0 RESTORE EXISTING IN -KIND ( l �' EX. CONC. �, �',,.,� C4 PER EASEMENT RESTRIC11ONS f _ I W C'4 6� 9� " I Q2.................. . . I (TYP). I .....63pz. .. ... 9 � � ©•.Ni do CB TYPE II-54 41 g6 EX. CONC. i j.3..........ez, gg '. Z � g6 RIM -66.0 �b�__---------b2�9 ---- --- 62 65.5 LaJ IE �12*E)"= 61.4------- -- 62, 68.5 _� �, - - ... oe - - - INSTALL: =# �C �•- `�.. C IE 15 W) 61.44 �0 INSTAL: `V M I r - - - 1 30 LF OF 8" TEMP / 4 Ck�r N r.I \' : 61 94 / TEMP. "V" DITCH ® I 76' , I D.I. SD ®1.Ox ( U = o EX. CH iN I 62 0.5X MN W/ ROCK ( (N 89'53 56 W) i - 1 LINK FE CE ' � \ I � CHECK DAMS PER I � EXISTING I �' � cn � �I C.O.A. DEV-9 (TYP). TSTING BUILDINGIE = 63.0 j rT1 MI ILDING I r 1 I 3�; °O rob, 9 - - - - I �1 62 I0 6 6 In I �1 Oa 62 I J d` m 2° I I 5 � ' r--1 II a e- tf) 1 - - - - - - - 65.5 cc I 16z?a L----- --j' ez � M � CN 63 �3 L 62 62• Li •� ---------- - - - - - - - - - ------- -1 ° 2 - - - _ _ 21 I ... �'" J 6 6 EX. CHAIN ez63 I - �, w o I - - LINK FENCE � I I 32.66 ( - 108 (N 00`06'04" E) (N 89'53'56" W) 2z 9 I .t�?,�.... as iI ..... ,<< EX. DIRT e3 9 LOT 14 I / I° � •� ........ GRAVELDRIVE 62.:42..................................................s?:....................................................s?r............................ ....................6?:... W I NSTAl: WIRE FENCE I (TYPICAL) EXDIRT/ I TEMP. "V" DITCH f. ( 6258 . PRELOAD TO ELEV. GRAVEL DRIVE I 0.5X MIN W/ ROCK I I 68.50 TO 4' BEYOND LOT 5 (TYPICAL) I °a CHECK DAMS PER C- �s PROPOSED BUILDING C.O.A. DEV-9 (TYP). Cl p FOOTPRINT PER I REPORT 116 W w I PROJECT SOILS R �? 53 6� (N 00'06'04" E) 1 �` ...........5?:56................................................62:........................ ?....................................................62 b W EX. CHAIN LINK FENCE I Lj ........... . 184.19' I N EX. CHAIN I (N $7'19'16" W) F - LINK FENCE 62 - ___ - I I IE = 63.5 v = / - s2 W Q... / _ N 8T19'S5" W 62�a 143.99' 63 6�.35 62 s 62 oa e -63 ---- sill �-•' 2 EX EDGE / 6a, \\ e4 �, \6 3.96 'd OF ASPH. �64'-, �- f ; _..J LOT 13 6 64- 64 64.5 � o �_ - w 6a 15 64.61 w ¢ 64 9 I EX. CHAIN 4a 64�g w LINK FENCE OFFSITE STORM PLAN 1 )t =20' *PARCEL "A" INFORMATION: -,Nl km TOWER HOLDINGS, LTD C/O MR. THOMAS DURKIN P.O. BOX 655 KIRKLAND, WA 98083-0655 PH # �425) 425) 881-2359 PH # 869-5869 LEGAL DESGMMON: LOT 14, OF BLOCK D OF LUNN'S GARDEN TRACTS TO AUBURN, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 10 OF PLATS, PAGE 33, RECORDS OF KING COUNTY, WASHINGTON. K.C. PARCEL NO. 446340-0365 UTILITY CONFLICT NOTE: RECORD DRAWING CERTIFICATION CAUTION: THESE DRAWINGS CONFORM TO THE 'S THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH CONTRACTOR OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES CONSTRUCTION RECORDS. AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING AL OF BY: DATE: 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 TITLE/POSITION ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONFIRMED BY CITY DATE: CONTRACTOR MALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. EX EDGE ----a LOT 6 OF ASPH. SEE SHEET G1 FOR ON -SITE INFORMATION GRA 99-0036 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS APPROVED BY: DATE APPROVED: ��?,�vo a. 6���a'164 72 1 EXISTING BUILDING 115 I Z I I J ' CL I I I .L 164 � 2 LEGEND DESCRIPTION NEW EXISTING STORM SEWER SD - - -SD- - SANITARY SEWER - - _SS-_ WATER - - -W- - - GAS ---G--- F1RE HYDRANT CATCH BASIN SS MANHOLE O SO MANHOLE 5 GAS VALVE 0 WATER VALVE D9 TEL MANHOLE TEL RISER ° POWER POLE STREET LIGHT EXTRUDED CURB-� SPOT ELEVATION ,- 2_0 SILT FENCE • "V" DITCH W/ -•- 00 ---+■- ROCK CHECK DAM CONTOURS 62 - - 62 - - ROCK QUARRY SPALLS PROPOSED BUILDING - - - - - - FOOTPRINT REV. DATE BY DESCRIPTION 1 12/21 /99 G.MO UPDATE PER SOILS REPORT/OFFSITE STORM 2 07/26/00 J.R.P. REVISED PER NEW SITE PLAN 3 10/10/00 G.MO REVISED PER C.O.A. COMMENTS C) I~ V) W Li.. W 0 z m la//r / cc> DATE DEC 1999 DRAWN BY GAO DESIGN BY A.F.P. JOB N0. 98-039 SHEET NO. G20F 4 02D 14 9'S GENERAL PLAN NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. STANDARD PLANS AND SPECIFICATIONS SHALL BE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS AND STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" AND CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF STANDARD CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCA11ONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR U11LIlIES 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). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALT. BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. GRADING NOTES 1. THE CONTRACTOR SHALL GRADE THE SITE TO THE GRADES SHOWN PER THE DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE REQUIREMENTS OF THESE DOCUMENTS REGARDING ALL PAVING SECTIONS, CONSTRUCTION METHODS, AND OTHER SOIL RELATED REQUIREMENTS. 2. THE CONTRACTOR SHALL SUBMIT FILL SOURCE, SPECIFICATION, AND A HAUL ROUTE PLAN TO THE CITY OF AUBURN FOR REVIEW AMD APPROVAL PRIOR TO PROCEEDING WITH ON -SITE WORK. 3. FINISHED GRADES SHOWN ON SHEET 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 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 PROPORTIONS BY WEIGHT % PURITY % GERMINATION KENTUCKY BLUEGRASS 30% 85 80 (ADELPHL BARON OR FYLKING CREEPING RED FESCUE 40% 98 90 (PENNI.AWN) PERENNIAL RYE 30% 95 90 (DERBY OR PENNAN APPROXIMATE FILL/CUT TYPE SPECIFICATIONS FOR STRUCTURAL FILL 3 FILL MATERIAL TO BE CLEAN, WELL GRADED COMPACTIBLE MATERIAL PER THE S PROJECT SOILS REPORT (CLASS "A" RECOMENDED, CLASS "B" W/ OWNERS AUTHORIZATION) WITHOUT WASTE AS DEFINED IN WAC 173-304-100. SEE PROJECTS SOILS REPORT BY EARTH CONSULTANTS FOR FURTHER SPECIFICATION/ INFORMATION EARTH WORK VOLUMES: EST. CUT = 1,800 CY (INCLUDING STRIPPING) EST. FILL = 5,600 CY + 4,200 CY PRELOAD * 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. SD CONSTRUCTION SEQUENCE 1. ATTEND PRECCNTRUCTION MEETING WITH CITY OF AUBURN. 2. ESTABLISH CLEARING AND GRADING LIMITS. 3, CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. 4. REMOVE/ABANDON EX. SEPTIC SYSTEM AND/OR WELLS PER CITY OF AUBURN, STATE & FEDERAL GUIDELINES/REQUIREMENTS AS REQUIRED. 5. CONSTRUCT OFF -SITE STORM SYSTEM PER SHEET G2, DITCHES, FILTER FABRIC FENCES AND OTHER EROSION CONTROL DEVICES AS SHOWN. CONSTRUCT TEMP. POND W/ TEMP OUTLET CONTROL STRUCTURE PER SHEET G1. 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 # E-8025 BY EARTH CONSULTANT DURING ALL ASPECTS OF PROJECT GRADING, FILLING, BUILDING SUB -GRADE PREPORATION & PRELOADING. 70 -- 65 60 ............... SOUTH �' .................. EXISTING - CHAINLINK FENCE SILT FENCE PER SILT FENCE C.O.A. DEV-6 PER C.O.A. DEV-6 » » TOP OF 3' PRELOAD TOP OF 3' PRELOAD NORTH FL PROPOSED BUILDING PAD A ® ELEV. = 68.50 ® ELEV. = 68.00 PROPOSED BUILDING PAD "B"40 ..................................................................................................................................................................................................................................................................................................... .............................. 40 F.F. ELEV. = 65.50 F.F. ELEV. = 65.50 EXISTING BARB 1 1 \ WIRE FENCE 1 I �1 I (. - - - - , r - - - - - - I'I...................................-:!.l -1 11= 1 i=� -� i ........................................ . ..... .... . . ... ... . (FILL) FILL PROPOSED GRADE EXISTINGGRADE �J/f.................................................................................................................. 5 . G3 TEMP "V" DITCH 0 MATCH EX. GRADES SILT FENCE PER C.O.A. DEV-6 0.5% MIN. W/ ROCK SOUTH SIDE OF EXIST CHECK DAMS PER BARB WIRE FENCE C.O.A. DEV-9 (TYP.) -.................................................................................................................................................................................................................... SITE SECTION G3 SCALE: 1"=20' HORZ 1 "=5' VERT. 30' CLAY EAST R. STREET N.W. 77� /. .. .......................................WEST............................................................................... MATCH EX. PROPOSED GRADE GRADES 0 EXISTING I Q, TYPICAL CHAINLINK FENCE3 - .......................... ............................................................... ..................................................................... ... .....-.��=. _ .......... - - - - - - - - - - - _ =I= _ 1 -I I- Ll i i l 1 i 1 1 �-ITT-i I I -I I I -I I I-' 1=1 � 1=1 � 1=1 \ 1=1 � 1=1 11=1 11=1\� ; ,III -1 � 1- ---- _..�, .........FILL ... ... ____- I III �' ,�. --,. I I I =1 I I=1 I I-1 11-1 I I-1 11=111=1 11=1►1=1 I I- �) � --- EXISTING GRADE ....................................................................................................................:..........................................................................................................................................................................,...................................... ............................. EXIST. BARB WIRE FENCE 55................................................................................................................................................................................... 2 SITE SECTION G3 SCALE: 1 "=20' HORZ. 1 "=5' VERT. TOP OF POND 48" CMP STANDPIPE EL. 64.00 (MIN) OPEN TOP, CLOSED BOTTOM 15" RISER PIPE INCASED IN CONCRETE 63.50 OVERFLOW -0 EL=63.00 3 �1 2 0 2 - ° oo 1 1 ii" WASHED ROCK WATER TIGHT , , C GRAVEL CONE SEAL ,00 o o a 2 LF 15" PVC , C 0 0.8% ,O.o WRAP STAND INV. ELEV. PIPE W/ SILT 61.70 o C Q FENCE 0 s ORIFICE ELEV = 59.70 -- DRILL A 3%" DIA HOLE IN A 12 GA METAL PLATE WELDED TO THE BOTTOM OF THE RISER PIPE 'l P EL 57.70 7"-N T.E.S.C. PO G3 J N.T.S. 1.3' SETTLING ZONE 3.26' SEDIMENT STORAGE AREA �--1" DIA. TYP., 40 HOLES MIN. 0 10" O.C. PERFORATIONS SHALL BE LOCATED WITHIN THE LIMITS OF THE GRAVEL CONE 6" CONC. BASE SLAB ON COMPACTED GRAVEL BASE VERFLOW STRUCTUR TOP OF POND 64.00 MIN. /EE10ARD BOTTOM EL= 58.44 F.F. J EXIST. J GRADE W, STRUCTURAL FILL FOR FOOTINGS 4 FOOT MAX. FILL AT PROPERTY LINE N.T.S. TEMP. 8" D.I. EX. W STORM DRAIN \ EX. SS 0' MAX, SEE /G3 SIMILAR OVER 4.0' SETTLEMENT MARKER 70 65 60 55 ..... 70 55 ECOLOGY BLOCKS NORTH It _ -' ' i =1 11=1 I 1=_ F.F. tI�l _ EXIST. J GRADE BUILDING PAD FILL APPROX. ZONE OF STRUCTURAL FILL FOR FOOTINGS 3' SURCHARGE FILL 4 FOOT TO 6.5 FOOT MAX. Fit N.T.S. UTILITY CONFLICT NOTE: GRA 99-0036 RECORD DRAWING CERTIFICATION CAUTION: THESE PLANS ARE "APPROVED" FOR / THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH CONFORMANCE WITH THE CITY OF AUBURN THESE DRAWINGS CONFORM TO THE CONTRACTOR'S OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES ENGINEERING DIVISION'S REQUIREMENTS CONSTRUCTION RECORDS. 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 BY: DATE: THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY APPROVED BY:s *- TITLE POSITION WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE ARE NOT GUARANTEED AND ARE CONFIRMED BY CITY DATE: CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO DATE APPROVED: to//7100 PROCEEDING WITH CONSTRUCTION. PROPERTY LIN 5 10/17/00 G.MO REVISED PER C.O.A. COMMENTS REV. DATE BY DESCRIPTION 1 12/21 /99 G.MO UPDATE PER SOILS REPORT/OFFSITE STORM 2 07/26/00 J.R.P. REVISED PER NEW SITE PLAN 3 10/10/00 G.MO REVISED PER C.O.A. COMMENTS 4 10/11 /00 J.R.P. PLAN CHECK REVISION Q 070i • �J J Z � W CD \ Z d M co ■ r.j z a `M Qv 04 ro uj W\ __j �WZc� w LO W M J8o0e co C 0ck: m JnW4 U PO�C LO � F- m m W C) W W W � W = W u^) �- w w V) �'- J U N Ljj F-- O z -C W Z 0 O U z� EXPIRES 3/8/2001 DATE DEC 1999 DRAWN BY G.MO DESIGN BY A.F.P. JOB NO. 98-039 SHEET NO. G3OF4 02 0 1695 NORTH PROPERTY LINE 66....................... 113.50, 18, 13, * 65.00 TYP., 68.50 AT I ELEV. 65.00 1•U r LLDVAINU I 111 TOP OF PRELOAD -4 WEST PROPERTY WEST SIDE OF BLDG "B" @ ELEV = 68.50 + (10') EACH END, 100 LF 100YR W.S. ELEV. = 64.00 I �I I _I LINE 6' PERIMETER I , 64 CHAIN LINK FENCE (TYP.), .......................70 64.... ...... 111= 70....................................................................... _ WHERE OCCURS 68.50 � SILT FENCE - `�' I I I � �- CB TYPE 11-54"0 PER C.O.A. I RETAINING GRAVEL PER 3/G4 LANDSCAPING PER f- 3' SURCHARGE DEV_6 WALL PER ACCESS LANDSCAPE PLANS 1.0' FREEBOARD FILL ! DETAIL 5/G4 ROAD ••.•• ••••66 EXISTING BARB _ 100YR W.S. ELEV. = 64.00 FF=65.50' I 66............... ............................... ....... WIRE FENCE BOTTOM LIVE STORAGE 61. ELEV. 65.00 -I 11=1 11=1 11=1 I =I TOP DEAD STORAGE GE 61.44 -I � I � � MATCH EXIST. 62.5�-- GRADE _ =1 (FILL) PROPERTY LINE ! -\ ELEV. = 61.44 - RETAINING WALL * EXISTING ELEV. = 60.44 ELEV. = 60.44 ,=1 �'� DETENTION POND I I GRADE 60...... I I =111= PER DETAIL 6/G4 62 _ ! BOTTOM LIVE STORAGE = 61.44 - 62............................................... - - - FUTURE BLDG +(10') MATCH EX GRADES �;; w _ �--- - TOP DEAD STORAGE 61.44 = _ EACH END, 100 LF 0 SOUTH SIDE OF III I - _I r RETAINING I I '- 3 WET PONp 1 I I -I I I EXIST BARB WIRE I _ BOTTOM ELEV..,= 58.44 I WALL PER�- I EXISTING FENCE i III -I i ' III=1 I i-III ;III =� _� 4 b`'-' ' DETAIL 5 G4 =1 137.50 ..._ gp�pM GRADE I 58 58.......................... g 16 _ 58.......................................................................... I (- III_ ELEV. 58.44 LL - 4' 5' 4' 4' 5' 4' I 10.0' 8.Y 8.T 4.0' SEASONAL HIGH GROUND WATER ELEV. PER SOILS REPORT (EL = 58.00) �-- 067' SEASONAL HIGH GROUND WATER ELEV. 0.67 'J PER SOILS REPORT (EL = 58.00) DETENTION/WET POND _SECTION (LOOKING NORTH SCALE: 1 "=4' HORZ. 1 "=4' VERT ROUND SOLID COVER FRAME AND LADDER MARKED "DRAIN" OR STEPS OFFSET SEE WITH LOCKING BOLTS, PLAN VIEW ABOVE. RIM 66.0 (t) RISER W/ DRILLED ORIFICE 4 _ HOLES PER ELEV TOP OF RISER PIPE AND 2/C4 OFFSET TOP 15" CAP, RUBBER f SLAB GASKET DEVELOPED 2' MIN 3"XO.90 CAGE STAINLESS STEEL STANDARD GALVANIZED 100YR WS EL SUPPORT BRACKET W/ TURNBUCKLE STEEL LADDER/STEPS 64.00 ANCHORED TO CONCRETE WALL G� 12 0/C (MAX 2' SPACING). MIN ONE SUPPORT. ° 24"0 ACCESS 1�A LID A A.C. OR PVC • MANHOLE ADAPTOR LADDER RUNG " " -WATER �- Q OUT COON 15 INLET CB #9 15" OUTLET IE 61.44 IE 61.44 PLAN VIEWNOTE 15X15X15 PVC THIS CB WILL BE MODIFIED TO A CONTROL 1"=2' TEE, RUBBER STRUCTURE DURING THE CONSTRUCTION OF GASKET JOINTS THE PERMANANT STORM DRAINAGE FACILITIES (REMOVABLE) 6" µIN, PER FUTURE CIVIL PLANS PREPARED BY NOTES: °. POE ENGINEERING INC. 1. PIPE SIZES & SLOPES: SEE PLANS. 2. OUTLET CAPACITY NOT LESS THAN COMBINED INLETS a, EL. 59.44 3. METAL PARTS: A) CORROSION RESISTANT OR GALVANIZED OR ALUMINIZED TYPE 11 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 LESS V4 TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE 3 C B TYPE 11- 5 4" FUTURE CONTROL STRUCTURE) 6. CONFORM TO CITY OF AUBURN SIDS. G4 SCALE: 1" = 2' T.W.=68.50 SEE POND SECTION 1 /G4 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-BW-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 Y# H CONSTRUCTION. WALL SECTION OCCURS WEST OF BUILDING "B" + (10') EACH END, 100 LF 64.00 MAX. --5 -- EL. 61.44 3 \ #5 X 3'-8" 15" 0/C� 5 �U v� / ° ou °1 #5 0 14" VERT., O ®12" HORIZ. 18" MIN, 1"(+) WASHED ROCK BACKFILL lh"° CLR o0 00 "O° 00 ° O `000 O #5 ® 14" X Im ;�, VERT., ALT. °ooa0000"BENDS ° ° 6"0 PERF DRAIN b,0O00 ° ° TO DAYLIGHT TO °no ° NORTH • 0 59.00 (4) 14 CONT -,-i-_ =III 1'-6" 8" 2'-0" COMPACT SUBGRADE 4'-2" TO 90% DENSITY & UNYIELDING, EXCAVATE & RECOMPACT PER 6 POND RETAINING WALL SOILS REPORT G4 N.T.S. nFUNTION /WFT POND SECTION (LOOKING EAST SCALE: 1"=20' HORZ. 1"=2' VERT. TOP OF BERM DIVIDING POND X INTO TWO CELLS EL = 60.44 O O oOV�r OU'S O 0 00 0 1 O� O O c�O �1 2 O 0o O O OO (�,` O 2 TOP OF WETPOND o 0 0 o EL = 58.94 BOTTOM OF 5' MINIMUM POND EL 58.44 X SECTION Y-Y (SEE POND ON SHEET C3) 18" THICKNESS 5' MINIMUM 1W-4" WASHED ROCK CORE 2 2 0 o 1 O o o �1 . v. QUARRY SPALLS LAYER O v CELL POND - - .i.' ., CELL POND BOTTOM _III-"'-111=III=1 I I=1 11-i-� i-I 11=1 11=1 1=1 11=1 11=1 I- BOTTOM I �� "'`---- NOTE: "KEY" NOT REQUIRED POND BOTTOMPOND BOTTOM EL = 58.44 EL = 58.44 n rRAVFI FILTER WINDOW DETAIL (X-X) N.T.S. T.W.=65.00 SEE POND SECTION 3/C4 �IFIN GRADE `V 62.50 "00 i (V #4 ® 12" HORIZ. 6' CHAIN LINK FENCE, MAKE PROVISIONS IN TOP OF CONC. WALL FOR SUPPORT •I I• --64.00 MAX. 11 10 #4 X ® 15" L1V'- O/C VERT., CENTER, ALT BENDS 7- (3) #4 CONT • • I EL 61.44 59.00 0 - �• ot COMPACT SUBGRADE TO 1'-2" 8" 90% DENSITY & UNYIELDING, „ EXCAVATE & RECOMPACT 2'- 10 PER SOILS REPORT 5 POND RETAINING WALL G4 N.T.S. MATERIAL REQUIREMENTS: SOIL: 1,500 PSF BEARING CAPACITY CONCRETE: fc' = 2,500 PSI (MIN) REBAR: Fy .= 60 KSI (MIN) V h . r..j z ^ll c=n W c-') tv 00 0 N 0o rn J WZC.), lea°. W�l jZEV W 60 [>C tEE� qr w V) 0 V) FZ Z 00 .06 00 SMaoN PW4 C5 , Z m W O I LAJ 0 LLJLJ F- Q W = W 0- � w ui J � V o c14 DATE MAY 2000 DRAWN BY G.MO DESIGN BY GRA 99-0036 D.E.B. RECORD DRAWING CERTIFICATION PROJECT REF: 10117100 JOB NO. 98-039 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S THESE PLANS WITH THE CITY ARE "APPROVED" FOR CONFORMANCE OF AUBURN ENGINEERING DIVISION'S REV. DATE BY DESCRIPTION SHEET NO. CONSTRUCTION RECORDS. REQUIREMENTS 1 07/26/00 J.R.P. REVISED PER NEW SITE PLAN BY: DATE: S 2 10/10/00 G.MO REVISED PER C.O.A. COMMENTS G4 TITLE OSlTION APPROVED BY: 3 10/11 /00 J.R.P. PLAN CHECK REVISION OF 4 CONFIRMED BY CITY DATE: DATE APPROVED: -7 4 10/17/00 G.MO REVISED PER C.O.A. COMMENTS Q o i a 7 o a. �►► S