Loading...
HomeMy WebLinkAbout02D1697M l cn EX. STORM MH TYPE II 1cn R I N St. "8 7 i I I I 12" IE (S) 47.75, I I 1 8" IE (Sr) 48.15 V I� I I 28.30 EX SSMH 409-26 R M = 53.06 S - { 8 E= 46.91 I I 6LF 12' D.I.P. I �� EX D/W I cu 141j If I ( IE=48.* b _ .;, T w = 52° 1 85I_F BIO-SWALE I 4�9•,3 @ 1.05% PER DETAIL 2/C4 58LF 57"X38" ARCH I i PIPE CAI 0,25% SEE I DETAIL 1/C4 w 2 I 1 TW= 525IE 1 EX. CB TYPE II I 1(l? BMW = 4914 49. RIM 52.80L Ss__ 12 IE (W) 48.31 `' 1 12 IE (N) 48.1z- EX. STORM MF TYPE II I \ I I I RIM 53.01 30IE (S) 48.34 12" IE E,, 4,8.35 8" IE (W, 48.84 i 3, Rlw EX. CB TYPE I tn RIN 52.86 I v I 1 8'' IE (E) 49.39 �,)o v EXIST ELECTRIC VAUL TO BE RELOCATED I i BY OTHERS I w X EX. SSMH 409-5.3 RIM 53.74 � I EV - CNTR CHAN 47.88 1 I I /" I 8 IE �N, OUT �0* 8" IE SE) IN EX. STORM MH TYPE I RIM 53.61 30" IE (N-S) 48.59 INSTALL 24' COMMERCIAL D/W PER C.O.A. STD I i DTL STDW-1 I i V) I I o I I s 1 <6 UTILITY CONFLICT NOTE: CAUTION: EX.. WHEELCHAIR RAMP EX. CB PER GRA 00-0006 RIM =n-Oe*' W IE 482�� IE-- 118•'v 12��LS /6- q,7 01,Z"WC A ;' LF 12" PVC SDR-35 4.10 5� f 100 lR EMERGENCY OVERFLOW THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DI}PENSION, 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 WHIETHER OR NOT CONFLICTS EXIST, LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION, IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. LOCATED IN SW 1 /4 & SE 1 /4, SECTION 6, T21 N, R5E, W.M. AUBURN, WASHINGTON 83.08', HOLD @ N.W. BUILDING CORNER 117LF 57"X38" ARCH PIPE @ 0.25% SEE DETAIL 1 /C4 PARR, PLACE - AUBI�RN 36" ACCESS RISER VOL 104, PGS14-17 W/ SOLID LID PER DETAIL 2/C3 15 61lm '4.6p 71' 5 -r- Af, 419.22 N 84'51'52" (4 �13 I I 38' ! 14 I - //D 44tLf 12" PVC SDR-35 i-8W -" 53.67 300.40'_- , 4- 54.s5 130.17 54.45 .� ,.-, 55.00 ' PVC ROOF DRAIN / 0.5% MIN. CONNECT DOWNSPOUTS TO 55.00� !� ROOF DRAIN PER DETAIL 3 C3 TYPICAL -SS-,TIE INTO SDMH3 -) °O / I `n W a / `n Si'CO I / - EXIST. SIDE `EWER cn SS4.7�+"'G TO BE REMOVED. i I 54.70 /. � CAP/PLUG AT NEW BUILDING I 55.°0 48LF 12' PVC PROPERTY LINE ! i SDR-35 @ C 56�', , "r" i„, I FF = 55.00 . CENTER FULL LENGTH j SECTION OF PIPE ON CROSSING Wj SEVPER C�j a 55.00 S/ o 512" PVC 55.0- SDR-35 @ -T-&l.- 54.0 EXIST. LOT • N Sr1'46' E LINE TO BE •/, �4.90 299.62' REMOVED 55.00 RIDG .75 �. 54tO 00 ,?r_/®i �"f�1 I 54.50 LINE 315.85 -- /-"�- N 87'11'46" E 102LF 8" PVC / MATCH GRADES @ SDR-35 @ $7§ '� "�� ��`` /� PROPERTY LINE TYPICA CIVIL PLAN NOTES: 1, FLOOR DRAINS NOT TO BE INSTALLED AT THIS TIME. IF INSTALLED LATER THEY SHALL BE DIRECTED TO THE SANITARY SEWER VIA AN APPROVED OIL/WATER SEPARATOR. 2. OUTDOOR LIGHTING FIXTURES SHALL BE SHIELDED AND DIRECTED TO AVOID LIGHT SPILLAGE ONTO ADJACENT PROPERTIES AND AVIOD GLARE FOR MOTORISTS TRAVELING ON ADJACENT STREETS. 3. POST BUILDING ADDRESS W/ 18" HIGH LETTERS ON FACE OF BUILDING AS/IF REQUIRED BY THE CITY OF AUBURN. 4. CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONE & GAS SERVICE W/ UTILITY PROVIDER. CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONE & GAS SERVICE LOCATIONS W1 ARCHITECT/BUILDING OWNER. CATCH BASIN TABLE (1 CB#1 TYPE I SDMH #3 TYPE II-48"0 RIM = -53:56- 535'0 RIM = IE (8") = �&Er6•r IE (12" E) = 4 �9'{3 IE 24" W) = 4-9-44 4� ?50 �2 C .,B#2 TYPE I " = 4F IE (8 RD) 4"3:44/f9 ,� RIM s&* �3 IE 1 CB7TYPE 1 ( " = Ai RIM = r,3:59 `. " �3 CB#3 TYPE I IE (12 NW) = 5&.* 5jj, RIM ="63-* 61-Lz IE (8" S) = 58-33 • y9da IEc(�)I=���i1653�g CB#8 TYPE I 40 SDMH #1 TYPE II-54"0 RIM = W/SOLID LOCKING LID IE (8") = �� PER DTL 4/C3 /E 0 �= 50-9� fs RIM = °54:35t 3� CB#9 TYPE I IE (12" S) = 4+e&412� RIM = fE (12" W) = 49:96' #� /$ 01, IE (8") = 5 ,-* 1E (24" N) = 49-% 10 CB#10 TYPE I 50 SDMH #2 TYPE II-54"0 RIM = -53.75- 5Y`7f9 W/SOLID LOCKING LID IE (12") = 50.75-- 5//Z- PER DTL 5/C3 RIM = �9 56 �: 2, IE (12" NW) _ °4gfl4 IE(24"S)=491.5,4 eF IE (24" E) = 49-�-5 y 9 % -_ , 30TH ST NW z SITE d AUBURN MUNICIPAL Q z AIRPORT 23RD ST NE w 167 N z '- EMERALD m w � DOWNS � x � 15TH ST. N.W. � r 15TH ST. N.E. VICINITY MAP NTS SITE DATA: A SITE AREAS: NORTH PARCEL ..................................... .................. 47,595.3 SF (1.09 ACRES) SOUTH PARCEL ................... ......... .... ....... ... 15,616.6 SF (0.36 ACRES) ZONING.......... ......... .. .. ... . ... ............... - R 4 (MULTI RESIDENTUAL) OWNER INFORMATION: SURVEYOR INFORMATION: 28TH ST NE 26TH ST NE 24TH ST NE � r7 CD c1li • , w LLJ D tf) y■,, 11 CD 0 00 Li r w <D Q z �-- z r- ,~,_,i, cv Lj = u� � � bo I � �3 F-- z OC) oca � VALLEY CITIES COUNSELING PATHMANN SURVEYING ►f � N C/O THE KEIMIG ASSOCIATES 6625 S. 190TH ST, B-101 216 A STREET N.W. KENT, WA 98032 AUBURN, WA 98001 PH: (425) 656-5977 PH: (253) 939-3232 FX: (425) 656-5978 FX: (253) 735-1309 DA'UM: t� VERTICAL DATUM - CITY OF AUBURN AUBURN CONTROL BM - 15 C, ELEVATION 53.62, RR PIKE IN P.POLE 0° ¢ LOCATED AT THE SE CORNER OF THE INTERSECTION OF AUBURN WAY NORTH WITH 28TH STREET NE NGVD 29 VERT SITE BENCHMARK:\ SITE BM - 1, ELEVATION 53.01, TOP OF NORTH RIM OF CASE MON ON �; C,.) � CENTERLINE OF 1 31. NE OPPOSITE HE NORTHWEST CORNER OF THE Q PROPERTY SHOWN HEREON. SITE BM - 2, ELEVATION 53.87, TOP OF NORTH RIM OF CASE MON ON CENTERLINE OF "1" ST. NE OPPOSITE THE � --= L., j .- SOUTHWEST CORNER OF THE MAIN PROPERTY SHOWN HEREON. : LEGAL DESCRIPTION: Lei THAT PORTION OF WILLIAM H. BRANNAN DONATION LAND CLAIM NO. 37 IN SECTION 6, �"" "M �•- z T 21 N, R 5 E, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: (yJ �- COMMENCING AT THE NORTHWEST CORNER OF SAID BRANNAN DONATION LAND CLAIM; _,_._I w THENCE S 00'59'00" E, ALONG THE WEST LINE THEREOF 1339.0 FT; THENCE N 89'19'00" E 594 FT; THENCE N 81'33'00" E 293.45 FT; THENCE N 09'01'00" W 190.0 FT; THENCE S 84'55'00" W 309 FT, MORE OR LESS, TO THE EASTERLY MARGIN OF "'I" STREET NE AS � ;�► � CONVEYED TO THE CITY OF AUBURN BY DEED RECORDED UNDER RECORDING NO. 7102040370 o AND THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE N 84`55'00" E 300 FT; �' o N THENCE NORTHERLY PARALLEL WITH SAID EASTERLY MARGIN OF "I" STREET NE 165 FT; THENCE S 84'55'00" W 300 FT TO 'SAID EASTERLY MARGIN; THENCE SOUTHERLY ALONG SAID EASTERLY MARGIN 165 FT TO THE TRUE POINT OF BEGINING. TOGETHER WITH THE NORTH 50.00 FEET OF LOT 1 OF THE CITY OF AUBURN SHORT PLAT NO. SPL 0010--97 AS RECORDED UNDER RECORDING NUMBER 9711190806 RECORDS OF KING COUNTY WASHINGTON. SUBJECT TO AND OR TOGETHER WITH THE FOLLOvMNG RECORDED EASEMENTS: REC. NO. 9008310297 / Lu z _PARCEL NUMBERS 062105-9085 (NORTH), 062105-9068 (SOUTH) Cl LEGEND DESCRIPTION NEW EXISTING Z ROOF DRAIN RD - - -RD - - STORM SEWER SD - _. - SD - SANITARY SEWER SS -- - ___SS___ WATER W W - - - GAS LINE --G - -- Cri FIRE HYDRANT 0. THE 54.00 CONTOUR REPRESENTS W THE 100 YEAR PONDING ELEVATION WATER VALVE ( L) ON THE ASPHALT PAWATER METER EE VEMENT (TYPICAL) W CATCH BASIN ■ E m 51.65' STORM MANHOLE AUBURN i.PL0010-9 % 120.56 , SEWER MANHOLE 101,70' r _--� y2 ` 5Y2 V2 EXTRUDED CURB i I 0 42 ' S4-----'� • \\, � 2" A.C. PAVING �•;�-'` KEYSTONE WALL P F WAS I TT Y SLOPE I I-1 11= AC PAVING DN _ -- __ CONC. CURB CONCRETE STORM DRAINAGE & GRADING PLAN. °° o q o o � o ° Oo C7 ° ° » f ° o + o O 0 e ° NOTE: CONSULT SOILS SPOT ELEVATION 54.00,\ 1 =20 ° .� . 0 o © _ __ __ _ ENGINEER/TESTING I I=1, -) -) I I= I I=III-I I LAB FOR PAVING CONTOUR ---54-- � RECOMMENDATIONS � POWER POLE 95LF 8" PVC ' 1RC 7 as coo r 0°" 0 @ HEAVY TRAFFIC/ NOTE: SEE ARCHITECTURAL SITE PLAN BY THE KEIMIG ASSOCIATES FOR SITE * 4"--%" MINUS COMPACTED SUB -BASE TRUCK AREAS (IF ANY) STREET LIGHT - LAYOUT/DIMENSIONING. VERIFY ANY DISCREPENCIES W/ THIS PLAN W/ CRUSHED ROCK PER SOILS REPORT/ BASED ON SITE SPECIFIC POE ENGINEERING INC. 'PRIOR TO CONSTRUCTION. TESTING LAB CONDITIONS, ELECTRIC VAULT EV CURB & PAVING SECTION GRA 00-0006 (UNDERGROUND) SURFACE WATER N.T.S. NOTES: 1. SEE ARCHITECTURAL SITE PLAN BY THE KEIMIG ASSOCIATES FOR SITE LAYOUT/DIMENSIONING. VERIFY ANY DISCREPENCIES W/ THIS PLAN W/ POE ENGINEERING PRIOR TO CONSTRUCTION. SEE DETAIL 1/C1 & PROJECT SOILS REPORT FOR CURB & PAVING SECTION. 2. CONTRACTOR IS TO INSTALL FOOTING DRAINS AS/IF REQUIRED BY THE PROJECT SOILS REPORT. SEE DETAIL 1 /C3. CUP 0003-99 SEP 0016-99 �-- FLOW PATH �,.. RECORD DRAWING CERTIFICATION PROJECT REF: FAC 00-0025 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 08/28/00 G.MO PER C.O.A. PLAN (:HECK COMMENTS BY: �'r'�" .�.�- � � DATE: 4¢113/o0 TITLE/POSITION ?: a OF A APPROVED BY: „ - -� 2 09/08/00 G.MO PER C.O.A. FINAL PLAN CHECK COMMENT CONFIRMED BY CITY �� DINE: /o UAIL APPROVED: 27060 b w� s/ONA L EXPIRES 3/8/2001 DATE MAY 2000 DRAWN BY G.MO DESIGN BY D.E.B. JOB NO. 99-017 SHEET NO. � �. t� O c b Q 7 •r i w LOCATED IN SW 1 /4 & SE 1 /4, SECTION 6, T21 N, R5E, W.M. AUBURN, WASHINGTON EX. STORM MH TYPE II RIM 52.68 12" IE (S) 47.75 I 8" IE (SE) 48.15 SS STA. 0+0r- EX SSMH 409-25 RIM = 53.06 8" IE = 46.91 INSTALL 6" C.O. AND CONNECT TO EXIST. SS CONTRACTOR SHALL FIELD LOCATEI AND VERIFY iNVERT ELEVATION TO BE 48.17 OR I LESS. CONTACT ENGINEER IF INVERT IS GREATER THAN 48.17 EX. STORM MH TYPE II RIM 53.01 30" IE (S) 48.34 12" If E) 48.35 8" IE (W) 48.84 ` w EX. CB TYPE I RIM 52.86 8" IE (E) 49.39 1 EX. CB TYPE II I RIM 52.80 12" IE (W) 48.31 12" IE (N) 48.1L EXISTING FIRENYDRANT I _--'W------- SS STA. 1+70 EX. SSMH 409-53 RIM 53.74 CNTR CHAN 47.88 8" IE (N) CUT 8" IE (SE) IN EX. STORM MH TYPE I I RIM 53.61 30" IE (N-S) 48.59 SAWCUT EXISTING / PAVEMENT. REPLACE IN-KIINID PER C.O.A. STANDARDS I I I i I N I i C.O. -Ss- 18 I I I I 16 I I 7 I I I IW IIZI� If CC I v o v � ^ _ II_W-1_ I^ X W � I � I I CV Ilk r UO - - PAR,; PLACE - AUB.IRN 13 VOL 104, PGS14-17 { EX, WHEELCHAIR ► 14 RAMP O I ( _a-- 300.40' ----- - so / / / / a J/ ° co EXIST. SIDE SEWER SS TO BE REMOVED CAP/PLUG AT I NEW BUILDING PROPERTY LINE 4- P/rI FF - 55.00 L O �;,%'� ' C.O. �l= j� SPRINKLER 68LF 6 PVC EXIST. LOT LINE SUPPLY LINE SDR-35 @ 3.64%, TO BE REMOVED (VERIFY SIZE) CNTR FULL LENGTH 3: • J� SECTION OF PIPE N 84 51 52 E ON CROSSING W/ " /r N 8 E I % r 9.10' • �� STORM 99.62' �, / '/.// <G °J--°. yam' J /✓ y/ i/�, , J / J a. / J/ ;. `! J�• /� //i/ is ;. / / , Z / 315.85 U1ILITY CROSSING 15' WATER y N� 87`fi'46" E TOP 8" W = 49.33 EASEMENT IE 8" SD = 51.00 TO C.O.A. UTILITY CROSSING TOP 8* W = 48.67 AUBURN SPLOO10-97 IE 12" SD = 49.67 WATER &SEWER PLAN 1 "_ 20' UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE 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. Ao - A?o,;lo- Argo F. CARr RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. +R 4,s. BY: DATE: _L- ! LASS N TITLE/POSITION P , *t CONFIRMED BY CITY -,PW DATE: o s 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 METERS. THE CITY MAY, AT THE CITY'S OPTION, INSTALL SERVICES FROM MAIN LINE TO THE W,--TER 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 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. PROVIDE A MINIMUM OF 42" COVER OVER WATERLINE 6. A FIRE SPRINKLER LINE REQUIRES A SEPARATE DETAILED PLAN AND APPROVAL BY THE FIRE MARSHAL. CONTACT FIRE DEPARTMENT FOR REQUIREMENTS. 7. UNDERGROUND SPRINKLER LINES ARE TO BE INSTALLED BY A LEVEL "U" CONTRACTOR. DESCRIPTION NEW EXISTING ROOF DRAIN RD - - - RD - --- STORM SEWER SD - -SD- - SANITARY SEWER SS - - _SS_ - - WATER W - - W - - - GAS LINE ---G--- FIRE HYDRANT A WATER VALVE Z g WATER METER Q! 83 CATCH BASIN d STORM MANHOLE SEINER MANHOLE 0 SEWER CLEAN -OUT • EXTRUDED CURB KEYSTONE WALL AC PAVING CONCRETE CONTOUR POWER POLE STREET LIGHT -� ELECTRIC VAULT (UNDERGROUND) COMPACT PARKING (� CI STALL WATER DATA TABLE 1 STA 0+00 INSTALL - 4O90 INSTALL: INSTALL: ' BEND (MJ X MJ) 1-12"X8" TAPPING SLEEVE 1-CONCRETE BLOCKING & 8" GATE VALVE 1-CONC. BLOCKING O5 INSTALL: * RISER AND DDCV ASSY 2 STA 2+45 PER CITY OF AUBURN STANDARDS INSTALL: AND SEPARATE SPRINKLER DRAWINGS 1-8MX6" TEE (MJ X FL) 1-6 G.V. (FL X MJ) 6 REUSE EXISTING DOMESITC O 1-GONG. BLOCKING METER &BOX AS SHOWN INSTALL: AS/IF REQ'D O3 STA 2+97 1-11X1" SERVICE, NEW METER BOX INSTALL: AND 114" DOMESTIC METER PER 1-8" CROSS (MJ) C.O.A. STD DETAIL WASM-.2 1-8"X6" REDUCER 1-6" GATE VALVE (FL X MJ) 7 INSTALL:O 15 LF 6" DIP 1" DEDUCT IRRIGATION METER 1-FIRE HYDRANT ASSY *WITH DCVA PER C.O.A. PER C.O.A. STD STD DETAIL WADM-1 DTL WAFH-1 & 2 (SEE LANDSCAPE PLANS) 2-8" PLUG 2-CONCRETE BLOCKING 8O ABANDON EXISTING METER PER C.O.A. STDS. 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 SUPPLY 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. GRA 00-0006 CUP 0003-99 SEP 0016-99 PROJECT REF: FAC 00-0025 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS /gym APPROVED BY: .� DATE APPROVED: - ;LiD REV. DATE BY DESCRIPTION 1 08/28/00 G.MO PER C.O.A. PLAN CHECK COMMENTS 2 09/08/00 G.MO PER C.O.A. FINAL PLAN CHECK COMMENTS 41 • ri CD z f-- re) zo 00 t-- ■� W�w-�Ln PO zV)o� W J O Z W Ckf w z u) F- w= O otf N :z 00 -' mU-) R cn LLJ V) Z O (D V Z Cn w LLJ -.� �- w J � cry w-- F m q o h N w w Vl t 1►� F. p EXPIRES 3/8/2001 -7 DATE MAY 2000 DRAWN BY DESIGN BY D.E.S. JOB NO. 99-017 SHEET NO. C2 of tax 016 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 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 SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY -OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. GRADING _NOTES 1. THE CONTRACTOR SHALL GRAD 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 Cl. REQUIREMENTS FOR EXPOSED SOIL STABILIZATION DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE, AS REQUIRED BY THE BUILDING OFFICIAL: FROM APRIL 1 TO OCTOBER 31 ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED 1. AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. FROM NOVEMBER 1 TO MARCH 31 ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED 2. IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. STABILIZATION SHALL CONSIST OF MULCHING OR HYDROSEEDING IF SHOWN ON THE PLANS. MULCHING SHALL BE HAY OR STRAW APPLIED AT A RATE OF 100 BALES PER ACRE (APPROX. 2" THICKNESS). APPLY FIXTURE BELOW TO PREPARED SEEDBED AT A RATE OF 120 LB/ACRE: Llf"_ APPLICATION PROP-ORTOS BY WEIGHT Z PURITY % GERMINATION KENTUCKY BLUEGRASS 30% 85 80 (,I, BARON OR FYLKI I CREEPING RED FESCUE 4079 98 90 (PENNLAWIV) PERENNIAL RYE 30% 95 90 (DERBY OR PENI`WT CONSTRUCTION SEQUENCE 1. ATTEND PRECONSTRUCTION MEETING WITH THE CITY OF AUBURN. 2. ENSURE TEMPORARY EROSION CONTROL MEASURES PER GRA 00-0006 ARE CONSTRUCTED AND FUNCTIONING PER PLAN. 3. WORK WITHIN R/W SHALL BE LIMITED TO 15 CONSECUTIVE DAYS. CONTRACTOR SHALL COORDINATE WITH CITY OF AUBURN REGARDING TIMING. 5 BUILDING CONSTRUCTION MAY BEGIN. CONTRACTOR SHALL WATER THE SITE AS NECESSARY TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY DURING DRY PERIODS. 6. CONSTRUCT UTILITIES & PERMANENT STORM CONVEYANCE FACILITIES. 7. COMPLY WITH THE GRADING, DRAINAGE & EROSION CONTROL NOTES IN THE CONTINUOUS OPERATION AND MAINTENANCE OF THESE FACILITIES. 8. PAVE SITE, CLEAN ENTIRE STORM SYSTEM, SWEEP STREETS AS DIRECTED BY THE CITY OF AUBURN INSPECTOR. APPROXIMATE FILL f CUT TYPE SPECIFICATIONS FOR STRUCTURAL FILL (IF REQUIRED) FILL MATERIAL TO BE CLEAN, WELL GRADED COMPACTIBLE MATERIAL (CLASS B MINIMUM) WITHOUT WASTE AS DEFINED IN WAC 173-304-100 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. BIOSWALE SEED MIX (MODIFIED BRIARGREEN, INC. HYDROSEEDING GUIDE WETLANDS SEED MIX) % WEIGHT 7 PURITY GERMINATION TALL OR MEADOW FESCUE 68 98 90 FTS11C,4 4hZ0W,4arW OR FES171a4 ZZ,410? SEASIDE/CREEPING BENTGRASS 10 98 85 ,40OS17S Rk6(SlR✓S MEADOW FOXTAIL 10 90 80 4WR04WS AF,41£NS/S ALSIKE CLOVER 6 98 90 1mral 1i' /Haw" REDTOP 6 92 85 ARQ?0S17S &94 THIS MIX IS RECOMMENDED FOR BIOSWALES AND OTHER INTERMITTENLY WET AREAS. SOD SHALL GENERALLY NOT BE USED FOR BIQSWALES BECAUSE THE SEED MIX IS INAPPROPRIATE FOR THIS APPLICATION. SOD CAN BE USED FOR LINING DITCHES TO PREVENT ON, BUT WILL PROVIDE LITTLE WATER QUALITY BENEFIT DURING THE WET SEASON. 6" MIN. D o 00 4" MIN. DIAMETER - a e ° • I-1I I I_ PERFORATED PIPE WRAPPED IN DRAINAGE FABRIC o : o: 11-ITi- 2" MIN. 2" MIN ./ 12" MIN. _ 4" MAX. LEGEN SURFACE SEAL; NATIVE SOIL OR OTHER LOW PERMEABILITY MATERIAL LFINE AGGREGATE FOR PORTLAND CEMENT CONCRETE; SECTION 9-03.1 (2) OF a THE WSDOT SPECIFICATIONS. DRAIN PIPE; PERFORATED OR SLOTTED RIGID PVC PIPE LAID WITH PERFORATIONS OR SLOTS FACING DOWN; TIGHT JOINTED; WITH A POSITIVE GRADIENT. DO NOT USE FLEXIBLE CORRUGATED PLASTIC PIPE. DO NOT TIE BUILDING DOWNSPOUT DRAINS INTO FOOTING LINES. WRAP WITH MIRAFI 140 FILTER FABRIC OR EQUIVALENT. TYPICAL FOOTING SUBDRAIN DETAIL N.T.S. 42"0 C.M.P. RIM ELEV. PER PLAN A.C. PAVEMENT PER FORM (54.65 MIN.) PROJECT SOILS REPORT & DETAIL 1 /C1 J 4Y4"-i J I I I a a- d a d a �=oo I 95% COMPACTED I , 4�. �MIr1.> a SUBGRADE PER - - • ,• 1 36" RISER PROJECT SOILS 00 - A ° • REPORT 12" 53.28 RISER WELDED OR FUSED TO TANK II 57"X38" ARCH PIPE 3"Xt" 14 GAUGE CMP ASPHALT TREATED DETENTION TANK PER CONTECH CONSTIRUC11ON PRODUCTS INC SPECIFICATIONS 24"0 CMP TO SDMH2 24"0 ACCESS RISER W/ °° LID DRILLED ORIFICE HOLES PER DETAIL 4 ' LADDER RUNG 4/C3 P e Q TO BIO-SCALE _ e A 12"0 PVC 2' MIN 12"0 PVC FROM CO #3 LOCKING C.B. FRAME & COVER W/ GRATE UNLESS STD. TYPE II CB CONC. TOP SLAB SHOWN OTHERWISE ,�- a INSTALL CEMENT TOP SLAB. RING d. d a a _ • a 111- (fc'=4.%* (4) #4 1 ° ° I 1 GR60 W/ 111" COVER) EL. 52.43 2" MIN. COMPACTED STRUCTURAL FILL (95% MIN) 1 FLEXIBLE PACKING WATER STOPS EL. 49.27 III �Ii 36" ACCESS RISER DETAIL C3 N.T.S. D.S. FASTNER PER CONTRACTOR TYPICAL 4" PVC DOWNSPOUT 6" MIN CONTRACTOR SHALL EITHER PROVIDE DIRECT TIGHTLINE TO ROOF DRAIN CONNECTION OR PROVIDE SLEEVE AS SHOWN WHICH ALLOWS FOR SETTLEMENT. CONTRACTOR SHALL COORDINATE W/ OWNER REGARDING CONNECTION TYPE. PVC DRAIN PER PLAN, - 45' MAX BEND IN 5 LF, PROVIDE CLEAN -OUTS @ ENDS OF COLLECTOR PIPE RUNS DOWNSPOUT N.T.S. BUILDING I I' =1111 1.5LF6"PVC L--1 I 6" ELBOW AS REQ'D ROOF DRAIN DETAIL ROUND SOLID COVER FRAME AND LADDER MARKED "DRAIN" ~ OR STEPS OFFSET SEE WITH LOCKING BOLTS, bx PLAN VIEW ABOVE RIM=54:75-(} SS: 30 100YR WS EL �'� am • z TOP OF RISER PIPE iV CC,, ELEV. _ �5 • d OFFSET TOP 1 Q✓ ij 0 SLAB 12" CAP, RUBBER 0 1 GASKET ELEV. = 52.40, 1 Yi"0 ORIFICE 10YR WS EL °D • 2.97 3"X0.90 CAGE STAINLESS STEEL © STANDARD GALVANIZED YR WS EL • P" 4 U N N SUPPORT BRACKET W/ TURNBUCKLE .a STEEL LADDER/STEPS 52.28 Z .,. ANCHORED TO CONCRETE WALL ® 12" O/C w (MAX 2' SPACING). MIN ONE ui SUPPORT y ° A.C. OR PVC �_-- w MANHOLE ADAPTOR <x CD "Q" WATER TIGHT CONNECTION to I PER TABLE 24" INLET to 0 RIGHT y9/3 IE=49 66- a o~o = 00 12" OUTLET IE=4 60 <,/9 /� .� M m 12X12X12 PVC U TEE, RUBBER GASKET JOINTS RELEASE RATES (REMOVABLE) 6" MIN. ° DESIGN STORM 0 (CFS) ACTUAL Y2 2 YR 0.12 0.12 °• • 10 YR 0.46 0.18 3 N6.39 EL. � '° °• � z 12" RUBBER_ a. ° m GASKET PLUG J W/ 1%6* ORIFICE BOTTOM ELEV = 45.00 SDMHil - TYPE II 54 S� CONTROL STRUCTURE C)C=o 4 U C3 SCALE: 1"=2' V) LAJ ~` m ui WLLJ r- w J cn ROUND SOLID COVER - FRAME AND LADDER MARKED "DRAIN" F o OR STEPS OFFSET SEE WITH LOCKING BOLTS, CN PLAN VIEW ABOVE RIM=56.8-(t 56.2 -OFFSET TOP_ - TOP OF RISER PIPE SLAB 100YR WS EL 04e It55• f/ STANDARD GALVANIZED 54.00 STEEL LADDER/STEPS 12" CAP, RUDER 0 12" O/C 25YR WS EL GASKET � -, _1leo ORIFICE 53.47 ELEV. = 53.10 0 0 ° EL. = 53.60 = 1 "0 ORIFICE 0 v 10YR WS EL MIN. ELEV. = 52.40, 52.97 3"XO.90 CAGE STAINLESS STEEL 4" CNTR 1-3"0 & SUPPORT BRACKET W/ TURNBUCKLE CLEARANCE 1-2WO PER - 2YR WS EL ANCHORED TO CONCRETE WALL DTL 2/C4 52.28 (MAX 2' SPACING). MIN ONE SUPPORT. ° A.C. OR PVC MANHOLE ADAPTOR WATER "0" PER TABLE CONNECTION 24" INLET RIGHT ® �� BZ IE=4�:�t`T 12" CUTLET IE= 12X12X12 PVC TEE, RUBBER GASKET JOINTS . RELEASE RATES (REMOVABLE) 6" MIN. o DESIGN STORM 0 (CFS) ACTUAL 10 YR 0.46 0.28 - 25 YR 0.59 0.39 ,yg• a �_ 0 100 YR 0.73 0.50 EL. 4iL?8 12" CAP, RUBBER' • ° ° �' d GASKET PLUG ---BOTTOM ELEV = 45.00 SDMH #2, TYPE II-54990 CONTROL STRUCTURE SCALE: 1 "=2' SDMH #1 PLAN VIEW 1 "=2' NXTES 1. PIPE SIZES & SLOPES: SEE PLANS. 2. OUTLET CAPACITY NOT LESS THAN COMBINED INLETS 3. METAL PARTS: A) CORROSION RESISTANT OR GALVANIZED OR ALUMINIZED TYPE II B) IF GALVANIZED STEEL 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. RISER W/ DRILLED ORIFICE HOLES PER DTL 2' MIN 5,'�-3 AND 6/C3 �1✓r ° a 12"0 pvc. 24"0 ACCESS a •I LID 24"0 CMP TO SDMH #1 PLAN VIEW 1 "=2' 24"0 CMP TO SDMH #3 LADDER RUNG NOTES: 1. PIPE SIZES & SUES: SEE PLANS. 2. OUTLET CAPACITY NOT LESS THAN COMBINED INLETS 3. METAL PARTS: A) CORROSION RESISTANT OR GALVANIZED OR ALUMINIZED TYPE II B) IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT 1 4. FRAME & LADDER OR STEPS OFFSET SO - A) CLEANOUT GATE IS VISIBLE FROM TOP B) CLN8DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C) FRAME IS CLEAR OF CURB 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS W 6. CONFORM TO CITY OF AUBURN STDS. Vo ORIFICE PLAN VIEW 6 SDMH #2 RISER DETAIL C3 N.T.S. DATE MAY 2000 DRAWN BY G.MO/J.R.P. GRA 00-0006 `-'--"` SEP 0016-99 DESIGN BY D.E.B. RECORD DRAWING CERTIFICATION PROJECT REF: FAC 00-0025 JOB NO. f. Gq 99-017 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISIONS REV. DATE BY DESCRIPTION SHEET NO. CONSTRUCTION RECORDS. REQUIREMENTS 1 08/28/00 G.MO PER C.O.A. PLAN CHECK COMMENTS BY: % tom. w..�ie....Q DATE: `�'�� ssR��fs �r APPROVED BY: °O oNALLAN1oy TITLE/POSITION o• C 3 EXPIRES: 9/30/0A CONFIRMED BY CITY DATE: d �. �►!��'p DATE APPROVED: _Y4"0 ORIFICE W O Z 86 i) J F-- 0 Q�o1, 409 0;L0 )617 i 56 .......................... . 54 ..—...—.......-- - 52 ........................... 50 .......... I ............... . 48 .......................... . 46 ........................... UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH • OF ALL EXISTING UTIU11ES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VER11CAL 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. p1" I,- ozz A of °W 2"0 D.I.P. 100YR HAL. — — — 2"0 D.I.P. - 57"X38" ARCH PIPE 3"X1" 14 GAUGE ASPHALT TREATED CMP DETENTION TANK IIIIIIIIItIIIIIIIIIIIillllllllll S = E1(wft lllllllllllllllllllllllllllllllll 24"0 CMP RESTRICTOR S = 0.0025% PROVIDE A 12" MIN. DEPTH OF PEA GRAVEL BEDDING. (TO SPRING -LINE OF PIPE) SDMH #1 TYPE II-54"0 W/ SOLID LOCKING LID PER 0TL 4/C3 RIM = S4-� 05:30 IE (12" S) = ft" q?z3 IE (12" W) = " 41 t3 IE (24" N) = 49,00 4.5' 58' 24"0 CMP RESTRICTOR S = 0.0025% SDMH #2 TYPE II-54"0 W/ SOLID LOCKING LID PER DTL 5/C3 RIM = " 5-/,. ZZ IE (12" NW) - 49-.684Vtf0 IE(24"S)=0154'9// IE (24" E) = 497f5 y9 %3 4.5' 2"0 D.I.P. 2J 2' 24"0 CMP RESTRICTOR S = 0,0025% I LOCKING CB FRAME AND COVER RIM = 54.65 36"0 ACCESS RISER PER DETAIL 1 /C3 57"X38" ARCH PIPE 3"X1" 14 GAUGE ASPHALT TREATED CMP DETENTION TANK IIIIIIIIIIIIIIilllllllllllllllll S = 0.0025% IIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIII q PROVIDE A 12" MIN. DEPTH OF PEA GRAVEL BEDDING. (TO SPRING -LINE OF PIPE) tl 1 DETENTION TANK PROFILE C4 SCALE: 1"=10' HORZ. 1"=2' VERT. 30' R.O.W. ------------------------- r- T KEYSTONE RET. WALL PER MANUFACTURES SPECIFICATIONS BIO—SWALE CROSS SECT SCALE: 1 "=5' HORZ. 1"=2' VERT. Foe /4A 00 /t # SEED BtO-FILTRATION SWALE PER SEED MIX DESIGN SHEET C3. 56 EXISTING GRADE — — — — — ........................ 54 �27O�P­7�� 24"0 CMP RESTRICTOR S = 0.0025% SDMH #3 TYPE II-48"0 W/ SOLID LOCKING LID IL RIM = -5WW 6'3. d3 IE (12 E) = 44.44 IE W) = 49-44IE �24" 8" RD) = 49-4* 4{94/3 6T 4' 2r J WATER QUALITY STORM (64% OF DEV 2YR, 24HR) = 0.23 CFS 48.7 ............. I ................ 52 50 so ............................... 46 • h j A QJLo 7 Lo 7 00 •� f� 04 C" w V) O W cn r1 N zroro) co Jd-mho• U � Q CN 3 Z a J ¢ W V) O CD C.) Z L L J W -- m c� LAi J LLJ uj _I cn W PJ ` 2 >- ... F q cD r- N GR A 00- 0006 SEP 0016-99 CUP 0003-99 RECORD DRAWING CERTIFICATION PROJECT REF: FAC 00-0025 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 08/28/00 G.MO PER C.O.A. PLAN CHECK COMMENTS BY: 21ofze&/ _ �' DATE: ���'��© TITLE/POSITION ar APPROVED BY: CONFIRMED BY CITY DATE: /o DATE APPROVED: 86 V) N Z �1 C) Q E-- W (10 o w W W filr-&to�w DATE MAY 2000 DRAWN BY G.MO/J.R.P. DESIGN BY D.E.B. JOB NO. 99-017 SHEET NO: C4 30TH ST NW I ' I EX. STORM MH TYPE II RIM 52.68 12" IE (S) 47.75 8" IE (SE) 48.15 REMOVE EXISTING 8" SD LINE AND INSTALL NEW ��' 12" PVC AT IE = 47.75 EX SSMH 409.2E I RIM = 53.06 8" IE = 46.91 CONTRACTOR IS TO REPAIR AND REPLACE ALL DISTURBED AREAS BACK TO ORIGINAL CONDITIONS PER C.O.A. STDS INSTALL 25LF 12" PVC SD 0 1.0% (TO REMAIN AS PART OF THE PERMANANT STORM DRAINAGE SYSTEM) I INSTALL TEMP CB PROTECTION ON ALL CB'S WITHIN 20OLF OF TEMPORARY CONSTRUCTION I ENTRANCE PER C.O.A. DEV-8 (TYP-) EX. CB TYPE II RIM -32.80 12" IE (W), 48.31 I 12" IE (N) 48.14, EX. STORM MH TYPE II RIM 53.01 30" 1-- (S) 48.34 12" IE E) 48.35 8" IE (W) 48.84 EX. CB TYPE I RIN 52.86 8" IE (E) 49.39 INSTALL TESC CONTROL --� STRUCTURE PER DETAIL 3/G2. I EX. SSMH 409.53 RIM 53.74 CNTR CH CHAN 47.88 8" IE (N; CUT I K IE (SE) IN EX. STORM MH TYPE I RIM 53.61 30" IE (N-S) 48.59 \ I ��1 INSTALL TEMP. CONSTRUCTION ENTRANCE PER C.O.A. DEV-5 ki^"rrc►. im LOCATED IN SW 1 /4 & SE 1 /4, SECTION 6, T21 N, R5E, W.M. LEGEND AUBURN, WASHINGTON DESCRIPTION NEW EXISTING STORM SEWER SD - - -SD - - SANITARY SEWER - - _Ss- - WATER ---W -- FIRE HYDRANT ,:, CATCH BASIN 0 ❑ PROPERTY CORNER 9 TSS MANHOLE O h SD MANHOLE O I I WATER VALVE pq V I - TEL MANHOLE U I I PARR FLACE - AUBURN I I VOL 104, PGS14-17 14 � 13 I POWER POLE �- 1 I 1 g �^ WHEELCHAIR PARKING LIGHT POLE RAMP '_ I 15 I SURCHARGE TO ELEV. 57.00 PER PROJECT ti• 83:O�I , HOLD 0 N.W. EXTRUDED CURB INSTALL BLDG CORNER 2 INSTALL TEMP "V" DITCH SOILS REPORT &FOLLOW-UP LETTER 54 21 CB TYPE I G2 ® 0.5% MIN. WITH ROCK I (JU'NE 3, 1999) BY EARTH CONSULTANTS ( SPOT ELEVATION { I I RIM = .00, EX. CB TYPE I I CHECK DAMS PER C.O.A. I �� - IE = 48.00 ---- I I PROVIDE 12" RIM 52.88 DEV-9 (TYP.) 300,40' ��' I I KNOCK OUT 8" IE (NW) 48.C6 { " _� ___ l _ _ - x 54.14 " SILT FENCE TO EAST / 8" IE (E) 48.29 I �_--_- -- - - �_ / / °, N 84 5152E r V" DITCH W �-� -.- _ s- _ - ------ _ - - _- IE = 53.10 6' IE (.) 48.79 �^� _ I ROCK CHECK DAM - .....:- ' �-I ---I,I CONTOURS 5454 ---- ---- -- ROCK QUARRY SPALLS _XLSUPDORT COL-J II =0R OVERHEAD \S� ..,.......-.......". +`� TO BE ( IE 52.10 _ROOF (TYP.! .......--- \• �' - - ° I ! .-+----�I" w I F�� - I�TEMP. CB PROTECTION REMOVED ( -- ��_ -�� / EX. Cb TYPE 1 EX. CB TYPE I --I, t1 IRIM 5 .49 I RIM .,3.34 - I TESL CONTROL STRUCTURE , ` _--- �(��-�---_----- I 18" IE Wd I, 6„ IE 50.74 - °-- I I 1 I ) 50. 4 I 6" IE S I EX D/° I I ti - ---- - �---- �� __ -- -SG - _ i -��W) ) 50.80 1 CUT - or-: ` , ,I - �o� -I- L _ I I > 16 lE E) 50. _ _ I - -SD- - - - ''ii _ - I - ti INSTALL SILT I � { "' � �, � � - - - � �- 57ui FENCE AS /�7 I ° I I -= 3V. t! SHOWN PER 1 � EX. CCVREDV o EX.B TYPE5 (TY-�P-.) C.O.A. DEV-6. 1 2:1 I 1I1I if I I , --- -- "I' I r (TYP:) �� r, CONC. PLAY I 2:1 1 _ - , - - RIM 53.35 I I `-1-54--I-- --'c- �,�� Y I I D\ �i AREA fi" I W 1.0� I �� I I i I I �• I � II I w I 4 °1. 1�� y 1 °` +I I EX. 0.55' WI Ill �I , �° ; - - h). / 3 I / I - I WALL �� _--- ----�- � +1p - -VIEW BUILDING PAD �,� IE = 53.501 -� - - - -SS - .rI --_- �- - - - SS- - -O_ �- - -SS-%- - = �` {�� ANTICIP TED F.F. = 55.00, �S- j I - EX. R00 , } SS - - 1- 54 ` _-/ 1 �, 1 0 I I o TOILE TEMP. 8" J OVERHAI �� / SURCHARGE ACCORDINGLY I k� IE = 53.50 I - -- o PVC ®1.48% ( �° ,n TAP EX. B_ UII ING i _�� h _ r y. ) F. ELEV. 54.1 I C / I -, �h cn `� _ _ - - r`� - _I `� -- I _ o w EXIST. SIDE SEWER 1 c"�i i I I u'4i _L_1_- __-- 11 7 EX. CB TYPE I - - - TO BE REMOVED I fi - - - - ,�, I /,T- - - �, o - CAP/PLUG AT I I ; I I �; I RIM 53.54 ' I 1 `6,. IE N) 51.20 PROPERTY LINE 6„ IE �SW) 51.40 _I I - _�__-- I I I OVERFLOW PER r. - � �� � `' - - - - - - „- - - - II �� - - DETAIL 4 G2 "' I ��`" ARMOR V" DITCH SIDE SLOPES WITH G2 I / b s P 8" DEPTH OF 2"-4" QUARRY SPALLS I11 T 3:1 (TYP.) �' 3:1 6 F.F. ELEV: 54.75 I ----► .- 7 - - - o v' EX. ELECT BERM I I 5 n 5,715.4 SQ.FT. PROPOSED METER -- �- �� . s6 �� BUILDING N 8711'46" E- - b I r_� FOOTPRINT _---- --- --T-- --- ' 299.62 � I , SILT ° �_!------- �.---,°✓" �. - 9.10 ILAJ ` FENCE - ` - ------ �GC�G h+{�e�---- /� - - ^� h�� --�� I IE `- - - - - -- _^� w it,� ,SI s 51.55 (N 87'11'46" E) `_" - -�- ;^� tK Ed o - - __„� 54 g T L RISER ° ° _ - - - EX. CB TYP_ I EXIST. LOT LINE I � ® ° o� -------°---- -, -- - i� " RIM 53.94 TO REMOVED 01 a 12 _ _ Y - - INSTALL TEMP V" DITCH " o I � &s'°O --X- -- / 6 IE (NE) 52.95 � po EX. BARB V�RE & / 0 0.5% MIN. WITH ROCK ° WOOD FENCE (TYP) CHECK DAMS PER C.O.A. 000 ° DEV-9 (TYP.) � r ....f...--... j 45LF TEMP. 12" D.I. I Z?5 I I 1�0 a I �I 1. REMOVE/ABANDON ALL EXIST. ON -SITE STRUCTURES/WELL PER ALL LOCAL, STATE & FEDERAL GUIDELINES UNLESS OTHERWISE NOTED ON PLANS. CONTRACTOR IS TO OBTAIN PROPER PERMITS FROM THE CITY OF AUBURN. UTILITY CONFLICT NOTE: CAUTION: L EX. L' CL FENCE rTYP) 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 U11LIlIES 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. 91.O76 �?_------ N 8711'46" E / -4I 315.85 - -- / � 1 AUBURN SPL0010-97 TEMPORARY DETEN11ON POND \� 10'X22.5' ® BOTTOM, ELEV = 49.00 40'X53.5' @ TOP/BERM ELEV = 54.00 DETENTION PROVIDED 0 ELEV 53.50 = 4,080 G.F. 25YR W.S. ELEV = 52.6E 54 GRADING & T.E,SC., PLAN. 1 20' NOTE: SEE ARCHITECTURAL SITE PLAN BY THE KEIMIG ASSOCIATES FOR SITE LAYOUT/DIMENSIONING. VERIFY ANY DISCREPENCIES W/ THIS PLAN W/ POE ENGINEERING INC. PRIOR TO CONSTRUCTION. SEE PROJECT SOILS REPORT FOR SUBGRADE PREPORATION & BUILDING SURCHARGE. INSTALL SILT FENCE AS SHOWN PER C.O.A. DEV-6. (TYP.) RECMD DRAWNG CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTIO ECO DS. BY. ATE: J*6 °Y TITLE/POSI ON CONFIRMED BY CITY DATE: GRA 00-0006 SEP 0016-99 CUP 0003-99 SITES AUBURN MUNICIPAL o z AIRPORT ca 23RD ST NE t167 EMERALD 00 DOWNS 15TH ST. II N.W. VICINITY MAP NTS 15TH ST. N.E. SITE DATA: SITE AREA: (NORTH PARCEL)....... ................................... .................. 47,595.3 SF (1.09 ACRES) (SOUTH PARCEL).......................................................... 16. (0.36 ACRES) 1.45 ACRES TOTAL ZONING ........... ........... ......... .................. ....... ..... .........:. R-4 W/ C.U.P. OWNER INFpRMATION: VALLEY CITIES COUNSELING & CONSULTATION C/O THE KEIMIG ASSOCIATES 216 A STREET N.W. AUBURN, WA 98001 PH: (253) 939-3232 FX: (253)1 735-1309 PROJECT SURVEYOR: PATHMANN SURVEYING 6625 S. 1190TH ST., B-101 KENT, WA 98032 PH: (425) 656-5977 FX: (425): 656-5978 n ATI I►I. w v �i 24TH ST NE' w w btz 9 cn C, ■, � Z I= x M Lo o tV CDco ■ rl w ' o n btco W�0)Q d _J I j Z `N W Z co co J m U NO 0-4 VERTICAL DATUM - CITY OF AUBURN AUBURN CONTROL BM - .15 C, ELEVATION 53.62, RR PIKE IN P. POLE LOCATED AT THE SE CORNER OF THE INTERSECTION OF AUBURN WAY N. WITH 28th ST. NE ;I SITE BENCHMARK: SITE BM - 1, ELEVATION 53.01, TOP OF NORTH RIM OF CASE MON ON CENTERLINE OF "I" ST. NE OPPOSITE THE NORTHWEST CORNER OF THE PROPERTY SHOWN HEREON. SITE BM - 2, ELEVATION 53.87, TOP OF NORTH RIM OF CASE MIN ON CENTERLINE OF "I" ST. NE OPPOSITE THE SOUTHWEST CORNER OF THE MAIN PROPERTY SHOWN HEREON. LEGAL DESCRIPTION: THAT PORTION OF WILLIAM H. BRANNAN DONATION LAND CLAIM NO. 37 IN SECTION 6, T 21 N, R 5 E, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID BRANNAN DONATION LAND CLAIM; (:D THENCE S 00'59'00' E, ALONG THE WEST LINE THEREOF 1339.0 FT; THENCE N 8919'00" E 594 FT, THENCE N 81'33'00" E 293.45 FT, THENCE N 09'01'00" W 190.0 FT, THENCE S 84'55'00" W 309 FT, MORE OR LESS, TO THE EASTERLY MARGIN OF "I" STREET NE AS CONVEYED TO THE CITY OF AUBURN BY DEED RECORDED UNDER RECORDING NO. 7102040370 AND THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE N 84'55'00' E 300 FT; THENCE NORTHERLY PARALLEL WITH SAID EASTERLY MARGIN OF "1" STREET NE 165 FT; THENCE S 84'55'00" W 300 FT TO SAID EASTERLY MARGIN; THENCE SOUTHERLY ALONG SAID EASTERLY MARGIN 165 FT TO THE TRUE POINT OF BEONING. TOGETHER WITH THE NORTH 50.00 FEET OF LOT 1 OF THE CITY OF AUBURN SHORT PLAT NO. SPL 0010-97 AS RECORDED UNDER RECORDING NUMBER 9711190806 RECORDS OF KING COUNTY WASHINGTON. SUBJECT TO AND OR TOGETHER WITH THE FOLLOWING RECORDED EASEMENTS: REC. NO. 9008310297 PARCEL NUMBERS:. 062105-9098 (NORTH), 062105-9086 (SOUTH) SHEET INDEX Gt GRADE & FILL PLAN G2 SECTIONS, NOTES & DETAILS PROJECT REF: GRA 00-0006 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS covy\ APPROVED BY: fD DATE APPROVED: REV. DATE BY DESCRPTION 1 08/28/00 G.MO PER C.O.A. PLAN CHECK COMMENTS 2 09/08/00 G.MO PER C.O.A. FINAL PLAN CHECK COMMENTS C.r) Z J LjLj in Z 0 CD _W � ~' m W J Q uj w LLj w R5 a r- N DATE MARCH 2O00 DRAWN BY G.MO DESIGN BY D.E.B. 0 SHEET NO. 99-017 !�I �F oZ3 S of °I 0 01, yaq ®a- )i6R7 k ..................................................... ......................... .................... ............................ . ...................... .................. ::::::::: :::- :::::: PRELOAD ELEVATION = 57.00 :::: ' :::-�-..:. INTERIOR PROPERLY::: Lj Z.. . LINE TU BE REMOVED.. . 1 . ............... �. ......... .........:. :......... . ..... :: ... ::::::: :::. 1 ::::::::: ::::::::: , :. NEW BUILDING PAD. , :: :::: 56 ........................................................................... ................. ...... 56 ::::::::: ` .ANTICIPATED F.F. = 55.00, .......:.... '� N .... .::. :.::::: o . . ......... ....... N I SURCHARGE ACCORDINGLY ::::) . :: o z 1. ....... �,, SILT FENCE ........ i_--------- -------_-.-� PER C.O.A. :.... '. T: :.:� _: _ 54........... _._-_ ............ ....... ' ..�... 54 EX. GRADE ....... . .... .. 52:..................... _............. ....................... ........................ 52 ........ ... . .. . ......: : ::::::::: INSTALL: :: ::.. . .........:..... TEMP: "V".DITCH ...... ...;.:....... ......... ......... ........ :................. PER C.O.A;DEV-9 :::: :::: ...........: ... ..................... ::::: 50 .............. ' ....: ....................... ...................... ...................... ...................... ....................... 50 TE­SECTION2 S 1 .. .. ......................... ........ G2 SCALE::1„=20' HORZ. :::. .. ......... ......... 48 ..........................................................................�........................................................................................................................................................................................................................................... 48 48" CMP STANDPIPE OPEN TOP, CLOSED BOTTOM INCASED IN CONCRETE TOP OF BERM EL. 54.0 OVERFLOW 53.50 EL. = 53.60 0.10' 0.84' 25YR W.S. PROVIDE SILT ° ELEV. 52.66 FENCE AROUND d:�a. ° ° ° Ada = CONTROL STRUCTURE WATER TIGHT ado' 0 0• ��' 0 0 o d A SEAL ®per CA °� .0° 1112 WASHED ROCK ;°° ° ° E,° A GRAVEL CONE ro _ 8" PVC SDR 35 0� ° ° INV. ELEV. WRAP STAND °0°�odo Q = 0.24 CFS 0 ° ° ° ° PIPE W/ SILT Odj°. °0• D�° . 0.5' DEAD 49.50 2YR, 24HR FENCE 0'® OdoP•0°o STORAGE .0°0 °°'p°d� 0"e� POND BOT. �b � d;°• 0�� Oda o. 0 �= 49.00 8"X8"X8" PVC TEE � RUBBER GASKET JOINTS Z 1" DIA. TYP., 40 HOLES MIN. ®10" O.C. PERFORATIONS `SHALL BE LOCATED 8" RUBBER GASKET PLUG WITHIN THE LIMITS OF THE GRAVEL CONE WITH 2Y116"O ORIFICE ELEV = 49.00 6" CONC. BASE SLAB ON COMPACTED GRAVEL BASE MAX. ESTIMATED HIGH GROUND WATER ELEVATION 43.0 (-) NOTES: 1. PROVIDE A RIP -RAP LINED SPILLWAY, 6" MIN. ABOVE STANDPIPE OPEN TOP. 2. A MULTIPLE PHASE POND SEPARATED BY PERVIOUS GRAVEL WINDOW MAY BE REQUIRED TO CONTROL AND TRAP SEDIMENT, AND TO REDUCE DISCHARGE ENERGY. 3. POND CHARACTORISTICS SUCH AS DESIGN VOLUME, INFLOW, OUTFLOW, AND MAX. HEAD SHALL BE SHOWN ON PLANS. 4, THE OUTLET PIPE SHALL BE A MIN. OF 8" IN DIAMETER AND OVERSIZED ONLY WHEN APPROVED, 5. INDICATE HIGH GROUND WATER ELEVATION. T.E.S.C. POND OUTLET CONTROL STRUCTURE 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 @ 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. 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 'F 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 (ADELPHI, BARON OR FYLKING) CREEPING RED FESCUE 40% 98 90 (PENNLAWN) PERENNIAL RYE 30% 95 90 (DERBY OR P NE NANT) CONSTRUCTION SEQUENCE 1. ATTEND PRECONSTRUCTION MEETING WITH THE CITY OF AUBURN. 2. ESTABLISH CLEARING AND GRADING LIMITS. 3. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. 4. REMOVE/ABANDON EX. ON -SITE STRUCTURES/WELL (AS/IF REQ'D.) PER ALL LOCAL, STATE & FEDERAL GUIDELINES, OBTAIN PROPER PERMITS FROM THE CITY OF AUBURN. 5. REMOVE/ABANDON EX. SIDE SEWERS. 6. CONSTRUCT PERIMETER DITCHES, FILTER FABRIC FENCES AND OTHER EROSION CONTROL DEVICES AS SHOWN. 7. CONSTRUCT TEMPORARY POND WITH OUTFALL & CONTROL STRUCTURE PER SHEET G1. 8. ALL DITCHES AND SWALES AS SHOWN SHALL BE INSTALLED TO DIRECT ALL SURFACE WATER TO THE TEMPORARY POND AS CLEARING AND GRADING PROGRESSES. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO LEAVE THE SITE AT ANY TIME DURING THE GRADING OPERATIONS. 9. GRUBBING & MASS GRADING MAY BEGIN. 10. OBSERVE REQUIREMENTS OF PROJECT GEOTECHNICAL REPORT DURING PROJECT GRADING, FILLING & SURCHARGE (EARTH CONSULTANTS, INC. REPORT #E-8404 DATED MARCH 2, 1999 AND FOLLOW-UP LETTER DATED JUNE 3, 1999). 54.00 6' BOTTOM WIDTH 54.00 .?N,- -1 53.50 00 °0 6" MIN. DEPTH 2"-8" ROCK QUARRY SPALLS 4 EMERGENCY OVERFLOW SPILLWAY G2 N.T.S. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY:Z6DATE: b Q( TITLE/POSITION S' CONFIRMED BY CITY DATE: Z 6 GRA 00-0006 SEP 0016-99 CUP 0003-99 PROJECT REF: GRA 00-0006 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 �...� DEPARAIENT 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. • z 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, ^^ ll W zo C) LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR I UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE W '�✓ \ OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR z o 00 SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). • P'4 w � o LO Z - p CV 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE cn 00 NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR z x w DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL w Z U- POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION Z O -,, AS REQUIRED BY LAW AND REGULATION. W = w Z N 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING C.)� ccn C) PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE 3:: 1 CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT r'') TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR 00 � 0000 SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE 5 m ,r CONNECTED W1TH THEY. DUST CONTROL NOTES < 1. CONTRACTOR SHALL MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION PRACTICES SUCH AS SEEDING AND MULCHING, AND EROSION BLANKETS. Z o' 2. DURING CONSTRUCTION AND DRY WEATHER, SPRINKLE THE SITE WITH WATER z ZD m UNTIL SURFACE AREA IS WET. REPEAT THE PROCESS AS NEEDED DURING J a THE DAY. W � 3. ALL TRUCK TRAFFIC MUST USE THE WASH PAD AS DESIGNED AND SHOWN Z ON THE T.E.S.C. PLANS TO PREVENT CARRYING MUD INTO STREET. 4. ALL OPEN BODIED TRUCKS TRANSPORT114G FINE MATERIAL TO THE SITE MUST C BE COVERED TO PREVENT DUST FROM BLOWING FROM THE TRUCKS. V z 5. DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC STREETS ADJACENT J TO PROJECT WHICH WILL BE USED BY CONSTRUCTION TRAFFIC SHALL BE KEPT W CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION. F-- - m 6. MINIMUM OF ONE WATER TRUCK SHALL BE AVAILABLE ON -SITE AT ALL TIMES V DURING CONSTRUCTION. GRADING NOTES w J � 1. THE CONTRACTOR SHALL GRADE THE SITE TO THE GRADES SHOWN PER -Ct cn THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE ui FOR FOLLOWING THE REQUIREMENTS OF THESE DOCUMENTS REGARDING o ALL PAVING SECTIONS, CONSTRUCTION METHODS, AND OTHER SOIL m� r' N 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 IN WITH ON -SITE WORK. 3. FINISHED GRADES SHOWN ON SHEET G1. THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS ;. �1�3 faa APPROVED BY: DATE APPROVED: �13/00 APPROXIMATE FILL/CUT TYPE SPECIFICATIONS FOR STRUCTURAL FILL W FILL MATERIAL TO BE CLEAN, WELL GRADED COMPACTIBLE MATERIAL; "A" "B" F--- CLASS RECOMMENDED, CLASS MINIMUM W/ OWNERS AUTHORIZATION; O J WITHOUT WASTE AS DEFINED IN WAC 173-304-100. SEE PROJECT SOILS z REPORT FOR FURTHER SPECIFICATIONS. Q EARTH WORK VOLUMES: N F- W EST. CUT = 1066 CY z Q EST. FILL = 1832 CY 0 EST. STRIPPING = 881 CY* (ASSUMED 6" DEPTH) F- * CONTRACTOR TO VERIFY U W SPECIFICATIONS FOR GRUBBING cri 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; F= HOWEVER, STRIPPING SHALL TAKE PLACE TO WHATEVER DEPTH IS W 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. p F LPN k920 EXPIRES 3/8/2001 c �21�,� DATE MARCH 2O00 DRAWN BY G.MO DESIGN BY A. F.P. JOB NO. 99-017 REV. DATE BY DESCRIPTION SHEET NO. 1 08/28/00 1 G.MO PER C.O.A. PLAN CHECK COMMENTS GN 2 Pf �02.3 60T_1 0301, liOq o:IL 0 1617 REVISIONS ranges per Citu Engineerin Div NE. UST OF BBREVIATIONS CONSULT P T DATA E �IYIL 4 STRUCTURAL ENGINEER: PROJECT LOCATION: iENNANT SPACE A CWG AFF. -ABOVE FIN15H FLOOR MAT. -MATERIAL Valley cities Counseling and Consultation POE Engineering, Inc. 2104 1 Street Northeast Auburn, WA W002 AREA = 13,334 s,F, lower floor 11,518 s.F. upper Floor REQUI OFFICE (1/300) &3 spaces total -CENTERLINE MAX. -MAXIMUN 2104 1 Street Northeast 1314 Sth Street NE, 5uite 102 24,1N2 a.F. TOTAL (24,546/300) = 83 CAJ5. -CABINET MIN. -MINIMUM Auburn, WA 98002 Auburn, WA 98002 APPLICABLE CODES: Accessible = 4 (1 van accessible) CANT. -CANTILEVER N.T.S. -NOT TO SCALE (253) 833-1444 (253) 833-4052 1991 U.B.C. AND 5TANDARD5 WITH CONSTRUCTION TYPE: III-N Compact = 25 maximum CONC. -CONCRETE O.C. -ON CENTER Fax (253) 833-4053 WASH. STATE-WIDE AMENDMENTS OCCUPANCY: S-OFFICE (83 x 30%) = 24.9 CONT. -CONTINUOU'S PLWD -PLYWOOD ARCHITECT: LANDSCAPE ARCHITECT: CPT. -CARPET P.T. -PRE55URE TREATED The Keimig Associates Lauchlin R. Bethune Associates ASSESSOR PARCEL NUMBERS: �AQNT LOADS PROVIDED D = spaces 12 DIA, -DIAMETER RAD. W. -RADIUS 216 A Street N.W. 6625 South 190th Street, Suite 5-108 000100-0085 ' IAXIMUM OCCUPANCY = 250 Standard = Accessible = 4 (1 van accessible) D.F. EO. -DOUGLAS FIR -EQUAL SF. -ROOM -SQUARE FEET Auburn, WA 98001 Kent, WA 98032 000100-0065 Occupant Load Factor = 100 s.F./occupant Compact = 9 EXIST. -EXSTING 50, -SQUARE (253) 939 -3232 Fax: (253)135-1309 (425) 251-0455 Fax (425) 251-0416 SITE AREA: 63,211.9 s.f. IMPERVIOUS AREA: = 8387� TOTAL 51TE e 63211.9 s.f. Zt°ro W. F:D. -EXTERIOR -FLOOR DRAIN 54v TEMP. -STAIN AND vARN15H -TEMPERED MECHANICAL < ELECTRICAL ENGINEER: PROGRAM CONSULTAi`� Existing = 41,5135.3 s.f. (1.09 acres) Addition = 15kl(o.6 s.F. (0.36 acres) LANDSCAPED AREA = 10,942.0 61. GALV. -GALV ZED TYP. -TYPICAL Abossein Engineering Sound ventures, Inc. (63,211.9 0.-10,942 5S.) = 52,269.9 a.F. GWB -GYP"-WALL BOARD UB.C. -UNIFORM BUILDING CODE 1844 114th Avenue NE 320 106th Avenue N.E., Suite 100 Z2(E: R-4 Multi-Famil Residential y (52,269.9 s.F163211.9 s.FJ = 83.0io GALV. -GALVANIZED Y Y.B. -VAPOR BARRIER Bellevue, WA 98004 Bellevue, WA 98004 (Conditional Use) REQUIRED LAND FILL H.F. -HEM FIR VCT -VINYL COMPOSITION TILES (425) 462-9441 (20(o) 223-9500 5ETBACK5: HR. -}.OUR VSG -VINYL SHEET GOODS Fax (253) 462-9451 Fax: (206) 452-8422 FRONT = 20' 21 ft3= yd INSUL. -INSULATION W.C. -WATER CL05ET 51DE = 5' 51TE (o3,2113 OAR = 63,2113 Ft REAR = 25' 63,211.9 Ft3/21 Ft'-- 2,341 yd3 NLARG CENTERED BETWEEN ED PARTIAL S1 EN 3iIL_Us{as 3' AND 5' ASOYT /__11_011 't PARKING SURFACE, AT THE HEAD OF THE PARKING SPACE. RESERVED PARKING = 1NTERdATIONAL SYMBOL OF ACCESS SHALL SE WHITE '16BLUE BAGK UND. VAN ACC �1 METAL SIGN, PANTED BLUE LETTERING ON WHITE BACKGROUND (SEE WASH. STATE AMENDS. 1106.16.4 FOR CHARACTER PROPORTION AND HEIGHT). 4x4 PRESOURE TREATED POST COTE SIDEWALK I I 1----� I I I I s i �— I I I I 6' SQUARE FOOTING 4--_�'L J DETAIL. - a`—' SCALE- 3/4' w t'-0' LEGAL DESCRIPTION THAT PORTION OF WILLIAM H. BRENNAN DONATION LAND CLAIM NO. 37 IN SECTION 6, T 21 N, R 5 E, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID BRENNAN DONATION LAND CLAIM; THENCE S 00.59'00" E, ALONG THE WEST LINE THEREOF 1339.0 FT; T14ENCE N BT19'00" E 594 FT; THENCE N 81°33'00" E 293.45 FT; THENCE IN 09'01'00" W 190.0 FT; THENCE S 84'55'00" W 309 FT, MORE OR LESS, TO THE EASTERLY MARGIN OF "I" STREET NE AS CONVEYED TO THE CITY OF AUBURN BY DEED RECORDED UNDER RECORDING NO. 7102040370 AND THE TRUE POINT 'OF BEGINNING OF THIS DESCRIPTION; THE CE N 84'55'DO" E 300 FT; THENCE NORTHERLY PARALLEL WITH SAID EASTERLY MARGIN OF "I" STREET KE 165 FT; THENCE S 84'55'00" W 300 FT TO SAID EASTERLY MARGIN; THENCE SOUTHERLY ALONG SAID EASTERLY MARGIN 165 FT TO THE TRUE POINT OF BEGINNING. TOGETHER WITH THE NORTH 50.00 FEET OF LOT 1 OF THE CITY OF AUBURN SHOT PLAT NO. SPL 0010-97 AS RECORDED UNDER RECORDING NUMBER 971119080,5 RECORDS OF KING COUNTY WASHINGTON. SUBJECT TO AND OR TOGETHER WITH THE FOLLOWING RECORDED EASMENTS: REC. NO. 9008310297 I III ( I I I I '�MR I I I I � 51GN AS PER PLAT* I I AND CITY SPECIFKATIONS. I „ I 1 42' HIGH FENCE AROUND PERMAMENTLY BOND I PERIMETER OF REQ'D REFLECTORIZED i 510-5WALE MATERIAL TO ALUM. 1 BACK. 3 07' � I m701 51 I cs rn TREATED 4x4 POST. I l _I I SET IN GROUND, FILL L? AND COMPACT HOLE. I I Z CL AR ,y X i oI ~ , U\ i ivj � 6i I x W ❑ . -.,. DETAIL I I WM I I` g I f 3'-6� NIGN SCALE" 3/0 • I-W { D CHAIN LINKED i N-- - FENCING CONT, 1 --- n Pi PROVIDE LOCKED% `t3 ----AC,�55 GATE. 1> -+ Irtl I TAPERED , SPUN ALUMINUM I I N FLAGPOLE I n OVERALL LENGTH, 1 -- ° � � 1 - _ 24' - I FLA5H COLLAR - SLOPE TOF' j STOP SIGN OF CONCRETE I CONCRETE I EX15T E.Y. �, S'x6' MOUNT 2 - FOOTING I Ev READER SI TAMPED FINISH GRADE BY OTHER: DRY SAND SLOPE FROM BASE I I � `� - PAINT POLE I I EXIST TEL RISER SURFACE BELOW I ,� NEW 24' WIDE CURB CUT GRADE WITH - O®'-3 314 " ASPHALTUM MATERIAL ..; 3/4' DIA X 18' , 01 GALVANIZED 21 STEEL GROUNDING I I _ I STEEL SLEEVE MINIMUM SPIKE FLAG POLE BYOTHERS.E V�4 f 3 .02' INDEX TO DRAWINGS - ARCHITECTURAL STRUCTURAL: MECHAIMCAL: forDUCURITY: A-1 Site Plan 4 Vicinity Map 5-1 Foundation Plan M-1 General Notes, Schedules FA-01 Main Floor A-2 Main Plan 1@ '!a' / Details 5-2 2nd Floor, Low Roof Fram. Plan M-2 Main Floor- Fire Alarm A-3 Upper Plan a i'/a' / Details 5-3 Roof Framing Plan Underground Plumbing F4-02 Upper Floor 4-4 Partial Main Plan e 114' 6-4 Structural Details M-3 Main Floor- Fire Alarm A-5 Partial Main Plan 6 1/4' 5-5 5tructuraI Notes Above Ground Plumbing 5EC-01 Main Floor A-6 Partial Upper Plan S 1/4' M-4 Upper Floor Plumbing Security A 1 Partial Upper Plan 114' SITE ENGINEERING: M-5 Main HVAC 6EC-02 Upper Floor A-8 Exterior Elevations D-I Storm M-6 Upper HVAC Security 4-9 Exterior Elevation, Building G-i Water 4 &ewer Plan M-1 Roof Plan HVAC Sections, Stair Sections, Details 6-2 Details 4 Notes M-8 Details A-10 Building Sections, Stair Section CIY(L; )=LECTRICAL: A-il A-12 Door Elevations 8 Details Door Schedule C-I Storm E-01 General Notes, Schedules A-13 Window Schedule 4 Elevations C-2 Water 4 5ewer Plan E-02 Site Electrical Plan 4-14 Finish Floor Plans 4 Schedule C-3 Details 4 Notes E-03 Ist Lighting Plan A-15 Finish Schedule C-4 Details 4 Sections E-04 Ist Power/Communications Plan A-16 Cabinet Elevations Material LANDSCAPE: E-05 2nd Lighting Plan Schedule L1.1 Landscape Plan E-06 2nd Power/Communications Plan A-11 Cabinet Elevations L2.1 Irrigation Plan E-01 Power Control, Fire 4 A-I8 Toilet Elevations Tele Rise Diaggrams A-19 Wall Details E-06 Panel 5chedufe I I I I I 1 I 1 I I i I I tH OF ADJACENT PROPERTY 30Q.40 mom* 4'-0' HIGH CHAIN LINK FENCE, CONTINUOUS AT SOUTH PROPERTY LINE F 31th Street N.W. ty z IS I TE, \ � ti5th5treet 23rd Street N.E. >6L a 15th Street N.E VICINITY�NOT TMAP O SUES - ACCESSIBLE PARKING Accessible parking spaces shall conform to WAC 51-20 in dimension and construction. "Standard" accessible spaces shall have the following minimum dimensions: 96" wide, 60" wide aisle. "Van Accessible" spaces shall have the following dimensions: 96" wide, 96" wide access aisle. Maximum slope of accessible areas shall be 1" to 48". I ----------- I I I I I I I I I I X X rn rtt O € o 0 440 C3) O ID n OM z -a A 9.10' 2' O D Q0 Pit O fti U � - un n O o cr w C.7 LLI awc U Zo �W 0 M Ln W . U. f.i.1 M O Z Z N M I M Oh M LA Ln N O + � 0 2 3 S■ LLJ U Z OC m Q W a N 1 1 1 1 i 1 1 1 1 1 I JOB NUMBER" 96-4I DATE 1-10-2000 SHEET A�1_ OF 19 Pr " 0a -7 of °) Gj309 1 q of o;.� 161'7 i� SCAI.�. �ti _ ��rM�s • 1 ►-,n)` � r. �� t'�t��� �L�f`_ _ n ��. ' Ott. ��� � -;��, u � � t►+�es b+f' � 17 �O . r1 �t't~� _ N �� 7 ��' T d. ihG►1. . �KoM t°.�1..1- G#�.at.�u "+'•1'•t-EMEr� i Mt.�.G'r-t Tim � ;, ° �' , ; r� -- - ....�... _ ��, �1+�- FIN; �--'r'I iri�.�•G'f? ww ,� `[� � � � I .1 t ® N .�. '_ • 7 G - � � S ��p� S� ry1 '�{� W -{ '� r N i�r ,_ � r��i _ _ -.�'l� t .� � I '`_ iU �I �4 �y� L1 I';� ���� .. i��c ID.'" � w'� — ..��r"�t� � C� �A ��__._ -- � ,� � ct�I�rr1-c r,�x �,e T11M�• CANlE1':..� �.IGr :,^j'1,,t�Eta7 � G{'" iL�, '✓r-�l..L, C6P�tPk• '(z7 •�O'o 1)ECII)U()U;� PLAN"I'1NG D�TAaI., NQ}2TH rt.Pt�u�.�,s CriSiGFc eTM tz�'f\ � 4y• \' � I'�"i�'3�•'� I ICI �b,4�.i- �✓�,,'�.� ,./� Ito' f 1 �� G�u`r �fDGt��o �t;e tom+ Yi rwrtL'P rix,G /— GdvrT'.oN F'�T OLcwV 2 AezN� pINISN Gr'� r� 2" rtt�L.G}! lAYSiZ t� n �. j—far.�F'�#t C-tr�.G6 -, r f►¢7 c �—�'�''''�`'� �Gi+ � r%ti•.e I J�a.'. 7 r I I GMr �11W`P Ff�A r Hacaw�o .�-� - , �� �1��= �� .� Ott.,.. T�+'f wr•�FA �v� 21`z P r� Cr1�-1N, 4r e6Rt- Gam+-16'(dR- � �"'� (LX Flr-S'j' `rE�1� i�L rr �PrF.� IF�(�LI-. CQNI��EIt PLANTING DI�;'TAIL .. s ,. *� ' �' ^.. %% ! r���111,�� � � ��l �IPi'! cNll ����i���.. ��� ���� � � - ._ •� r• :` • 11 �) . • � . 1 ._ �, . . s � ..� ! SI-II�UI3 PLANTING DI✓TALL I� O 0 �l�Ai �+1' I��Ar{,`,R1AL L�,C ENI) \/\�,,.�� r�------. _ .... - _.. --- ttv. Cr »� umt Ilr►ronicu! « me � Irtrr: },�,, ' AF'C Atnarnvgowa Flowering Cherry 1'runusserululu "Arnunrr�,+tn►�u" �o'�` Ir�'`}''+�I'�%� � ����1�1� � ��~�� ,AP Austrian Pinc /'inusrrigru r�l ��+ ', ,��°�" � i II / CPP Capital Flowering 1'car I'}vus cnllcrt�rrnu "Crrpitrtl" �,� I+ L/at,/ �� I I '�J �� CKNM1t C:rirnson Fang Nor•hay M19aplc Acerplutnnoides "Crimson A'irr��" �� tt L/�'+�,,,j� �' � II CO � !17t-� °��'� EGA P,merald Crccn Arbo►-vitac Thujrr nccidenlullis ",F.'meruld (irten" .%�� � ��� �' � � I� 't IIC Ilogao Cedar Cc�rlrr,s plicatrr "Fu�7igiulu" c'% t .� � "� � �i sh ru b.c: A'I,PS Azalcu Purple Splendor .Sun,e IS"x1S".lcont. I)EUON Owart Euonyntus/Burning slush F,uunprrrru• uluto "Cnrnluu�trr" 1R" hgt./coat. t;fiA F;xhury Azalea .Srrr►re.� 18" ttgt./cont. 11'I'-1' 111cditcrrancan Ilcathcr Erin, curneu-Purp/e l galJcont. tit 3G" oc 11'I'-W M1lcditcrranean Ilcathcr 1:'ricu cunreu-lVhirt� I gal./coat. at 36" oc MF' Mugo Pinc /'inus rnul,+o "r1/rr�+bus" 1H" hgt../coat. (.)LL Otto Luyken 1,aurcl f'rur►us luurocern.rrs "OIhr 1.rr,l'ken" 21-24"/B&Il I'L Norhrgcse Laurel J'runus lusilunicu 2�J" hgt./c(anl. 5AR Sar•cococca Surcucoccu ruscijulrtr ltl" hgt./coat. SIIV ''�"�` Spring tlouquet Viburnum-^-•�--d-"� Vihurnunr onus ".S1vrirtb► bouquet" 18" hgt.Jcont. �� �� ..�--.,.ti p�- � � �l +"�-11�t-�� t,..I ,�,,..�,..�--�i I� +� ri'1r�1 I�-�� VI � �,...�.-�^-�,,...,.I �" i tv!'' /�� rt''i , srvnhul.c%rorend curers: �^- `- '"'"^`� 1)LY �� 1)ay Lilly !/emerucullis ".Slel/n rle Orra" 1 gal.lcont. aE 1�" uC lll'P 1, ,t - � Ilyper'icunt Ilt'l�eric►urr crr(pcin«nr �1" puts at Its" tx ���. . .. � La+vn Sod from Country Crccn `l'rinity Suprentc 1 riftO .111(1 17G3 EX�STiNG P1�tiNT R1A`I'I�,Itlf�t, Lt�,t:l<:NI� �• )uu►r►il�� Ahrry ('ur»mun Nurne _ •tirtc � >r/RH() Ithod(Hlcndron "Unique" .'F ".lran M1larie" 5tl-6t}" 'G . ( C„� }- E,ltA�ft iiws�rf Khr►tl�ulx:ndrun "fi;rrrralru" 1�" 7 `✓ F;/NAIV Nstndina 611" lw�i. I!t ,..•- - �. ..,� �, .. _�_....u...,,� ... _._..._ lJtiII�E R.C��.c:x1ND �P�-ll.lkt.Jti.ti~ L►t�JES ?O �=}E (t.1STALI�.0 k'>1' L��l._ "l.}�� Cc:titT��c:.:f OR.. . ..: �.... r .._.. _. _ . ,...-�.... _ . _.-�^� .. _... _ _.. _ _..n _ ... LANUS�~A�"I-CO�S`h.RUC'i`IUN NC1`I'IJS _ w�ww �. ....._— — l. Clean subgrade by removing all undesirable vegetation including grasses, weeds, blackberries, scotch br(wm and poplar seedlings including rams. Leave subgradc in landscape areas minimum G" below paving. Remove all debris from site. 2. Provide minimum 8" depth 60-40 mix from Puget Sound Topsoil (253) ti33-0374 (NU EXCEPTIONS) in all shrub beds. Scarify subgradc by rutotilling and add topsoil on surface, mix topsoil an(1 subgradc thoroughly. Add additional topsoil as needed to contour shnrb beds including required berms for plantings. 3. Provide minimum 4" depth 6t)-AO mix from Puget Sound Topsoil (253) 833-(1374 (NO EXCEP'TIOfVS) in ail lawn beds. Scarify subgrade by rototilling and add topsoil on surface, mix topsoil and subgrade thoroughly. Add additional topsoil as needed to contour and Ievcl lawns. 4. Provide minimum 2" depth fine blend been -Cie mulch to all planting beds. Mulch from Pacific ibpsoils, Kent, Washington. Pill all planting hods and lawn areas to within 1" of top of all curbs and walks. Slope all planting beds and lawn areas to drain. 5. Provide one (1) year rvarranly for all plant materials and workmanship. ti. Locate, protect and avoid disruption of all above and below grade tits►sties and site features prior to eonsinaction. Contractor is responsible for any resvltirtg damages during curtstruction. Call Itrcate before you dig at 18U0 42a-5555. 7. All rr•ork performed shall conform to the King County and City of Auburn landscape and irrigation rcyuiremcnts, codes and specifications. 8. Verify all quantities shown on the plant list and plans. If discrepancies exist bchrcrn the graphic represcnlatictn and (lac numeric totals, the graphic representation shall Hale. 9. All plant materials to be slaecimen quality rr•it r�s � /nctr'c I tt ar �, rl�jglia�c, un4cs` otlQisc noted. Nfr sulr,rtifuliuns of materials or plant rnatrrials without written permission fr(rm Landscape Arrltitcc�c �.� v'j"' '�'•1i��f" � ��'.---'-�, IO. Laarn - Sotl 'Trinity Supreme front Countr•j � ,recn. row (� §tiff'- rrepar• I►er nose ltJ. I L Insure prol►cr drairzagc of all planting! holes prior Io in.rtallint; plant nrateristx, If planting hotel du not IIr11In ter 4f litil\'}' t'IAy spil.r aYl` e�'IdCllt C011tal't laft(lscalrC architect. 12. Caardinatc drainage, irrigation and lig;htin►; rM•ilh Itdamtin)~ plan. �-:--� �- NWT' G6}� �' }� c�{�AG.I N 6 �' l�Y �Ca � �-'°''N %— P S� rKJ 6lN�L Pjr} � r� M I N I �}- j G�� � i�I�ICFz. i✓© �-��ai►�I r�u�. 2" MUD (� PAR <�-���. � �l � ��� �� �-KF1 u-- �.�I �.- MIX. (M1X pE�. ��i s"� NF✓ � GROUND COWE�t PLANTING •DETAIL �,__ `�- �x�s7•ING s�cN►r�CnN�r•rtt�Fs°r0 r3� �t>1�,>ti��vvir�;f� �� Common Nume 13olunica! Name .Site �_i.__ _L )uurrrrl ' • European liorr►bearn Carpinus hcnu/u 12" caliper 7 European Birch br.�tuln Jrendu/rr 2 stem-l2 & K" caliper I Red M1laple Ater nrhrunr 8" caliper 3 Flowering Cherry I'runus species !" caliper 2 ' Shore Pinc Pious contorts 28' hgt./lt" caliper 3 Western Red Cedar 1'huja plirutu 40' hgt/12" caliper I TM>tl ttrtlp to be removed 17 RCPLACI�NIGN'r CALCULA''Ci01V'� Ft)12 SICNII�ICANT TREES —,, Significant Trees to be Kemoved 17 trees Code Requirement for Repiacement upsize three proposed deciduous trees to 2.5" caliper or conifer trees to 8' height for each significant tree r•cntor•e(1. Specific Required Rcplacemertt 17 trees to be removed x 3 proposed trees = � I trees to ire upsized to 2.5" caliper deciduous or 8' height conifer trees. Proposed Replacement 33 deciduous trees to be upsizcd to 2.5" caliper l8 conifer trees to he upsired to tl' height. PROJECT REF: These plans are approved for conformance with the City of Auburn's Planning Department requirements. Approved B}•: % WwM t�lAl� .��t6rtS Date Approved �C.� IJ•dD Record Drawing Certification These drawings conform to the ont r°s c struct' n r yds. !t � - 'Pitlt/pcssitivn CenfitYncd b5' City: Bate: 0.309, 40q 010�69'1 . �;- � O� � of= � Ml ----------------- -- + ...................... LANDSCAPE IRRIGATION PLAN 0 10 20 40 80 CD NORTH SC ALE: .1" = 1'2; 0'- 0" 44 I Pr 10 043 01 M; A14 00 (-A01 4� I POINT OF CONNECTION DETAIL, HTJ ,0. A 6 '_ ,^,i A raL M BACK I FLOW VIREVENTION DETAIL ING JOINT, A,H pi4 6, Ig IRRIGATION LEGEND IRRIGATION NOTES It Sur. P,51 Radius GPM Location 1. Irrigation design and layout assumes minimum 50 lbs. static water, pressure 50 GPM at point of connection. Verify PSI and GPM, if discrepancy exists report to Landscape Architect and owner before proceeding. 0 Rain Bird 1804 w/ ISF-LA MPR Plastic nozzle 30 15, 3.70 lawn 2. The Land"pe Contractor shall inspect the site and verify existing conditions and dimensions prior to bidding . . , Rain Bird 1804 w/ 15H-LA MPR Plastic nozzle 30 15, 1.85 lawn and construction. I Rain Bird 1804 w/ 15Q-LA MPR Plastic nozzle 30 15, 0.93 lawn 3. Irrigation plan is diagrammatic. Adjust pipe, valves and irrigation heads according to field conditions and plant locations. Report any discrepancies to Landscape Architect. Rain Bird 1804 w/ 12F MPR Plastic nozzle 30 12, 2.60 lawn 4. Coordinate irrigation points of connection and location of automatic controller with General Contractor. 1.5" V111 IL r Rain Bird 1804 w/ 12H MPR Plastic nozzle 30 12' 1.30 lawn Water Meter by General Contractor. Coordinate all work with other trades involved. Rain Bird 1804 w/ 12Q MPR Plastic nozzle 30 12' 0.65 lawn 5. All valves will be placed in valve boxes in a manner which facilitates access for maintenance. Locate s valves in shrub and ground cover beds unless approved by Landscape Architect. No Valve boxes in lawn area.. 0 Rain Bird 1804 w/ 9SST PR Plastic nozzle 30 9'xl8' 1.73 lawn 6. All components of irrigation system shall be installed and adjusted to provide adequate coverage and no over CD Rain Bird 1804 w/ 15SST MPR Plastic nozzle 30 4'x30' 1.21 lawn spray onto buildings, windows, or paved areas. Contractor is responsible for providing a complete working WIN Rain Bird 1804 w/ 15EST MPR Plastic nozzle 30 4'x 15' 0.61 lawn irrigation system. 7. Contractor is responsible for any damages to building and infrastructure during landscape construction. Rain Bird 1806 w/ 15F NOR Plastic nozzle 30 15, 3.70 shrub 8. Bury control wires below mainline and tape to mainline every 10' o.c. nozzles Test entire system before Rain Bird 1806 w/ 1511 MPR Plastic nozzle 30 15, 1.85 shrub 9. Flush mainline before installing valves. Flush zone lines before installing A Rain Bird 1806 w/ ISQ MPR Plastic nozzle 30 15, 0.93 shrub backfilling trenches. in below grade valve boxes and installed in shrub 10. Electric Valves and Backnow prevention assembly to be placed Rain Bird 1806 w/ 12F MPR Plastic nozzle 30 12' 2.60 shrub beds. Verify that valve boxes are not placed where plant materials are to be installed. Provide sleeving under all Rain Bird 1806 w/ 12H MPR Plastic nozzle 30 12' 1.30 shrub paved surfaces. Rain Bird 1806 w/ 12Q MPR Plastic nozzle 30 12" 0.65 shrub 11. Provide full coverage to all lawn and shrub, beds. Install additional irrigation heads as necessary to achieve full STATIE OF coverage and water to all plantings. VABIUNGTON Rain Bird 1806 w/ 9SST MPR Plastic nozzle 30 9'x 18' 1.73 shrub 12. 120 AC Electrical power source at controller locati6n shall be provided by others. The Landscape Contractor Rain Bird 1806 w/ 15SST MPR Plastic nozzle 30 4'x30' 1.21 shrub shall make the final connection from the electrical source to the controller. Rain Bird 1806 w/ 15EST MPR Plastic nozzle 30 4'x 15' 0.61 shrub 13. All irrigation heads to be installed perpendicular to finish grade unless otherwise specified. 14. Winterizing the system: The irrigation contractor shall install a manual drain valve assembly. Draining the Rain Bird PEB Series Automatic Control Valve, size per plan and provide Amtex control box and min. 2 cu. ft. mainline shall be accomplished by introducing compressed air into the system through the quick coupler valve at ATE M 402 pea gravel. the point of connection. 15. Demonstrate working system to building maintenance manager upon completion and acceptance. Moeller Brass Isolation Valve, size per point of connection detail, install in round 6" Annex control box. 16. Locate all utilities before digging. Call 1-(800) 424-5555. 17. Install irrigation system in accordance with all city or Auburn applicable codes and ordinances. Febco Double Check Valve, size per point of connection detail, install in large Arotex control box per detail. 18. Mount Rain Sensor near top of building. Place in approved location with Architect. ke) 19. From controller install one spare yellow wire to each valve box. q Rain Bird Quick Cfmpkr Valve .4 4 RC, assume I" unless otherwise meted on plan. Provide hose swivel. Install per 20. Contractor to provide reproducible molar As -built drawings to Landscape Architect prior to close-out of job. < spliced in control boxes only. detail. 21. Electrical control wires to be sl V) k/) <1 Rain Bird ESP-LX 8 - 8 Station Automatic Controller, Install in Mechanical Room per Owner. Power by others. Lr) Conoect to power source 4) Glen Hilton MC Mini Click II Rain sensIor. Install on building W owner. /* Ll Schedule 40 PVC Main Line, size per plan, install at minimum 18" depth below finish grade. Class 200 PVC Lateral Line, size Iwr plan, install at minimum 12" depth below finish grade. -X Clam 200 PVC Sleevief, size per plan, install at minimum 18" below finish grade. +_4 VALVE KEY Valve Number Valve Gallons per minute Valve Size 4) Valve Operating Pressure OP -UP HI -� � •fir � 40* ;-1,0 LAO oH 10ry Ito ELECTRIC VALVE DETAIL M aAte'r- ax-iV4* riwoo,vi- Gf� 04V't'} cllf7� -IT- Ili-Ilf-11 �a V v A rp ZZ A0 17T SIN I He 4711i-� v QUICK COUPLING VALVE DETAIL r- t ,Hl� W;0--ry spy Z Z to r®; b.. J 13 C-1 0 OWN L2*1