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HomeMy WebLinkAbout02D1636LOCATED IN THE S.W. 1 /4 OF SECTION 31, T22N, R5E, W.M. AUBURN, WASHINGTON x v \ X. CYCLONE x �Z __NCE r 5 .x " n X- SITE 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 A FOOT CANDLES AT THE PROPERTY LINES. 4, POST BUILDING ADDRESS W/ 18" HIGH LETTERS ON FACE OF BUILDING ASAF 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 EXISTING IDENTIFIED ON -SITE THROUGH PAINTING THE WORD "COMPACT" IN UPPER CASE BLOCK DRIVE-IN ��� LETTER USING WHITE PAINT ON THE PAVEMENT WITHIN THE INDIVIDUAL PARKING SPACE. c 0 �° p P.I.V. S PUMPER MECHANICAL - EX, ASPAHLT DRIVE-- SUPPLY 1�1i�i . lJr�► 4 � ER t --CONIC... " ! • I .� 3 w EE c S, 277TH ST. 37TH ST. NE. VICINITY MAP N.T.S. SITE NORTHEAST 6 PROPOSED Y �' EX. V'100D 4, SHED TO BE BUILDING 10' Z� a r o� EX. 12" ,'--- REMOVED, ' F.F. = 53.60, 7,666 SF SITE DATA " f A = 3610 05" IE (6 SS) LOT 2 AREA .......... .........................0.79 AC (f) 34 574.2 S.F. NEW 5 CONC. � ,u`� a �� �� � �' i 1 = 48.72 WALK TYP. R = 336.00 , I \T5'1 L = 211.51' ZONING ............. _ ............ .. ............C-3 84, 10'� �0' TYPE OF CONST .. ..5N OCCUPANCY ................. .... ......... ... B (OFFICE) - 9 / ......... ............ ..........YE y �I 1 �i REQUIRED SETBACKS: S 20' FRONT .................... ........ . SIDE STREET...................................15' ,...............................................0 ry t r REAR..............................................0 ALLOW. BUILDING AREA: ......................8,000 S.F. 4 I ` ' SURVEYOR: ACTUAL BALDING AREA....................7,66s S.F. PROPOSED z \ S - SITE COVERAGE...............................21Z TJC SURVEYING F 6"� P � � PARKING REQUIRED.... . ...................... . .7,666 S.F./300 = 25.6 1189 McKINLEY STREET ............ _ _30 SPACES (2 H/C) SDR-35 SIDE �°c � ' / PARKING PROVIDED .. .... �p �f ENUMCLAW, WA, 98022 IMPERVIOUS SURFACE: SEWER 01.5 a��� ' PH: 360 802-0652 5,491.01 SF PAVING ( ) EXIST .............................................. . Y \ ......9 200 SF BLDG & SIDEWALK NEW ....................................... , + 6,9% SF PAVING = 16,072 SF 8 i DATUM: BUILDING HEIGHT.............................22.17 \ S EX.. F.N ,-' CITY OF AUBURN BM 29-1 NAVD 1988 SURFACE BRASS MONUMENT AT P.C. OF V STREET SOUTH OF PARCEL NUMBER _----_=---7 EX. r� �0�� d 49TH STREET NE o z -i`` o o ° _ \ \ \ \?,v�� \ 6 RAMP i;TYP.)/ l PLAPJTERS �` / C ELEVATION = 50.66 FEET 1.,E 936060-0254 __ J ./ 0 4 ° oo o ° o o ° o° k -_ �.� �(� < / T '�_° °--0- % A = 36'04'05" � EX. N/� ��k I�I X � �' R - 20 00 f EX. SHADED TRESS ARE EX7JPER (EX. GRASS FIELD) TREES TO BE RETAINE"TREE NOTES" THIS S (6) PLACES SHARED EX. TRASH CONTAINER ENCLOSURE EXPAND AS SHOWN, PROVIDE LOT 1 SITE OBSCURING FENCE EX SHED REMO -X -X---X X�-X- 427_05 ^� ... _ _ N $9'15'S0" 51.'S� _X . _ I/ th1AI _.,W- J' \ \. FDC 749�3 . EX. . - �-W-- 8 W- ASPHALT DWYSD-- - -& PARK NG T"j P. �. - -- - - - -C,p- \' EX. TREE- ---- -- --- 4 \ ' EX. F.H. C C C C C C C 127LF 8" Q.I. LA REMOVE ---�� , EX. CURB _ 24' 1 7 ,fir EX. MECH EX. ASPAHLT EX 4J" WIDE -.\ \ � PARKING PAINT D STRIPES EQUIP. H/ /i\ �'�' \•\ � \ �f'` (TYP, � r (ONE STORY) �_ EXISTING ❑ ❑ ❑ � EX. MECH' 2ND STOGY _\ H/C'o m �- - i 12 EQUIP, ' �� I i ; EXISTING BUILCING -� -- EX H `C 5.0 \ N 89'15'S0" W \ EA. TY�ICAL-� EXISTING J `.� ; ; 7,79.`� SF) `+ CRAMP (TYP.} \4.95' \ PARKING - ONE STORY r -- EX. 12" '*LL BUILDING ; S 54'40'05" W \ I (3,007 SF) ' 20.13 \ �- ,yG C:) 17'- 124' 17' 6' SITE BECHMARF MAG NAIL N ASPHALT t86LF 8" D.I. fLEVATION = 52.47 FT 3 \ \ EXIST I CONC. CURB NAW 1988 DATUM o �i" 4�" \\,9� F.H y� 5�I EXISTING _ _ _-� _ -- T5~ PUBLIC --� .- \ \ ONE "TORY WATER � M 2" COMPACTED "- J` \ \� ' ►� CEPTF' CLASS 6 �1 ' BUILDING EASEMENT A.C. ' AVING " " b I' i =i k \`(,? \\ss�s `�' \ (1,672 SF) EXISTING EX. E./,POSED N . \� ,\ s� EX. ASPA LT SLOPE co ONE STORY AGGREGATE <2 �DN b Ir :\� ` / o BL LDING CONC. SIDEWALK PARKING - - -- -_ ---_ - -- _ �. �\ \. SO %� ,� o X (3,007 S7) ; TYP.),; E H/ iiiiii�C i �-�_i �-Liiiiii�-�- \� EX. CURB GUTTER " . & SIDEWALK \ �� I PA TED SUB BASE \ \ TREE NOTES: (5) SIGNIFICANT TREES ARE PROPOSED TO BE REMOVED DUE B"G & PARKING LOT PLACEMENT TOTALLING APPROXIMATELY 3 DIAMETER FEET. (1) TREES ARE TO BE RETAINED AS NOTED ON THE � PLAN. SILT FENCING PER C.O.A. STANDARD DETAIL NO. DEV-6 SHALL BE INSTALLED OUTSIDE THE DRIP LINE OF TREES TO BE RETAINED TO PROVIDE PROTECTION FROM GRMING ACTIVITIES. EX. 3' HIGH FENCE AROUND, 1 RETENTION BASIN TL = 6.51,E 7 �' MEDIAIJ LEGAL DESCRIPTION ' L = 12.59 J; , GENERAL PLAN NOTES LOT' 2 OF THE CITY OF AUBURN LOT LINE ADJUSTMENT LLA-0037-89 4 - r4 MINJS COM C - \ .�\ \ \ \ LL f SAWMCUT, REMOVE & REPLACE CRUSHED ROCK PER SOILS REPORT �> ( )'' / 3 �--- EX. CONC. � k � CURB TYP. - EX: AC PAVEMENT & SIDEWALK, 1. ALL WORKMANSHIP -AND MATERIALS. SHALL CONFORM TO THE CITY OF \ �, �❑ E�` ASPHALT DW'> . �35'19'S5" E ,' �� CURB & GUTTER PER C.Q.A. AUBURN'S REQUIREMENTS AND SPECIFICATIONS. OWNER INFORMATION & PARKING (TYP.) \ 10.00' i' �� yZP ' 1 '' SAS 2. STANDARD PLANS AND SPEC�ATIONS SHALL BE "WASHINGTON STATE MR. KEN SCHOENFELD CURBC PAVING SECTION \ /X' \ , O�i " : 01I` DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS RIVERBEND OFFICE BUILDING `ei , 5 i EX. SSVIH 209-26A " \ �,5 , ,�p� - 7 AND STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION 4508 AUBURN WAY N., SUITE A-105 EX. SIGNAGE EX. 1 SD - -, � RIM 52.0. AND CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT AUBURN, WA 98002 \ i S . 5b IE (8" � = 46.87 1O FIELD LOCATE EXIST. MAIN < INSTALL: INSTALL: 1-6" 90' BEND (MJXMJ) 1-12"X8" TAPPING SLEEVE 1-CONC. BLOCKING & 8" GATE VALVE 1-CONC. BLOCKING O INSTALL: RISER AND DOCV ASSY PER CITY 3 INSTALL: OF AUBURN STANDARDS AND 1-8" 45' BEND (MJXMJ) SEPARATE SPRINKLER DRAWINGS 1-COVC. BLOCKING O INSTALL: INSTALL: *1-1W SUPPLY, NEW METER BOX 1-8"X6"X8" TEE (MJXFL) AND 1W DOMESTIC METER PER 1-6" GATE VALVE (FLXMJ) C.O.A. STD DETAIL WASM-2 1-CONC. BLOCKING INSTALL: < REMOVE EXISTING CAP/FLANGE * DEDUCT IRRIGATION METER WITH INSTALL: DCVA PER C.O.A. STD DETAIL WADM-1 8" D.I. MAIN PER PLANS (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 SUPPLY LINE SHALL BE VERIFIED BY OWNER/ DEVELOPER. SPRINKLER SUPPLY LINE SHALL BE DESIGNED BY SPRINKLER DESIGNER. VERIFY SIZE OF TEE & LINES W/DESIGNER PRIM TO INSTALLATION. UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTiLITII S 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 ENGIWERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING MATH CONSTRUCTION. EX. SIC-N GE HNC h/C (1Y 1. .A Sh ) \\ \ V1ALLI i �� SPECIFICATIONS. (253) 854-9899 �„ EX. SSM-i 209-39 / X. 1 N 8915'50" Wy -\\ 7.42' \ S 3915'55" E ----' 33.46' EX STORM WATER DETENTION BASIN k WATER FEATURE FOR RIVERBED AFTS. ACROSS 45TH ST. N.E. ���� ' IE = 47.03 IE (6") = 47.13 (NEW) S�, „ �> EX. 8 32LF 8" Q.I. \ \ N E.X. CURE, 61 ,�,, o = 90ro0'Do" so '�� �// R = 35.00' \/ 4. x EX. 5 9$ MEDIAN SITESEWER & WATER PLAN 1, 30' \ �,• \ wirlr LEGEND DESCRIPTION NEW EXISTING \ SANITARY SEWER -SD- - SS - - - \ T y STORM - - Sc__SC -- - - CONSTRUCTION SEQUENCE 1. ATTEND PRECONSTRUCTION MEETING WITH THE CITY OF AUBURN. 2. INSTALL SILT FENCE FENCING PER PLANS 3. 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. 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. WATER !X ---W---- FIRE HYDRANT 0 WATER METER isED AC PAVING' h CONC. SIDEWALK LANDSCAPING~7 EXTRUDED CURB PARKING O c) SHEET NO. C1 C2 C3 Al A2 A3 S1 S2 S3 L-1 IR-1 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 RESIP011611IMLITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED COS 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 AID ALL METHODS AND EQUIPM£NT 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. SHEET INDEX TITLE SITE, SEWER & WATER PLAN STORM DRAINAGE & GRADING/TESC PLAN DETAILS & NOTES FLOOR PLAN EXTERIOR ELEVATIONS REFLECTED CIELING PLAN FOUNDATION PLAN ROOF FRAMING PLAN STRUCTURAL NOTES LANDSCAPE PLAN IRRIGATION PLAN WATER NOTES: k,�_ 00 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 CITYS 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 ENGINEER PRIM 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 ROBING AND BLOCKING. VERIIFtCATION 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 HOSE BIBS *PERIMETER OF BUILDING PER OWNER REQUKMENT'S. 6. A FIRE SPRINKLER LINE REQUIRES A SEPARATE DETAILED PLAN AND APPROVAL BY THE FIRE MARCHAL. CONTACT FIRE DEPARTMENT FOR REQUIREMENTS. 7. UNDERGROUND SPRINKLER LINES ARE TO BE INSTALLED BY A LEVEL "U" CONTRACTOR. A 9 cD C) 00 • Z�N J W CD w � ev 00 ma4 0 �� _< I , LA. L-ui Lij Q � J W � L4j N V LAJ i-- V7 �'c'Z6/off REV. DATE BY DESCRIPTION ---- DATE 1 09/05/01 G.MO REVISED PER C.O.A. COMMENTS AUGJsT 2001 2 09/25/01 G.MO REVISED PER C.O.A. COMMENTS DRAWN BY G.MO 3 DESIGN BY A.F.P. RECORD DRAWNG CERTIFICATION PROJECT REF: FAC 01-0034 °��o� JOB N0. a THESE DRAWINGS CONFORM TO THE CONTRACTORS THESE PLANS ARE "APPROVED" FOR CONFORMANCE 05 CONSTRUCTION RECORDS. WTH THE CITY OF AUBURN ENGNEERING DIVISION'S SHEET NO. REQUIREMENTS BY DATE:M,4t iY •mot LA ��TITLEf 1 POSITION -f'E'cZ?�c&J APPROVED BY:c I CONFIRMED BY CITY DATE: DATE APPROVED:____.' 02D 1636 Q o LOCATED IN THE S.W. 1 /4 OF SECTION 31, T22N, R5E, W.M. AUBURN, WASHINGTON fx\\ . 12" PVC _. x SDR-35 O,A'�' 0, 27� INSTALL: .E)". CB TYPE 16 _ GAVEL FILTER WINDOW W7 ELF -OW E UU-I_ET EX,ISTIN(3 - _ PER DETAIL 1/C2 CB 3, TYPE q-54"9t W/ = -OW O \ (_.><. GLASS FIELD) EX. CYCLONE -- x MATCH EX. DRIVE-IN CONTROL STRUCTURE W/ SOLID RI '12"'i = 47.6D EX. CF \` GRADES �� CB 2, TYPE II-48"� LOCKING LID PER DTL 4/C3 OIL/WATER CONTROL MH RIM = .�1 J /53.7.5 \\ °� CONNECT DOWNSPOUTS R (�') INSTALL SILT FENCE ~ PER DETAIL 3/C3 IE (12") = 4' IE/Z''/N='19 97 TO ROOF DRAIN PER AS AUBURN PER C.O.A. �` RIM = 01,99 SZAZ Z'r 121, ovr=50-a3 SHARED EX. TRASH DETAIL 2/C3 " Gi a 6" PVC SDR-35 ROOF IE (12") _�f1Gso.�z r�2 CONTAINER ENCLOSURE D AINS 0 0.5% MIN. DEV-6 (TYP.) , 5U•�y 12 PVC Ex. ' HIGH (f8"") SDR-35 O,Fl,B FENCE AROUND EX. CB cTYPE I EXPAND AS SFIOWNPROVIDE LQT LOT 2 .� ''6 �, _ \ RIM - 0.72 SITE OBSCURING FENCE ELEV. 49.52 RETENTION BASIN IE 12 E = 48.28 °, '� �� ' 4�^-�" o �- ( ) EX. CB TYPE I h EX SHED ° / IE. (12 S) = 48.24 -- _ IE (12" W) = 48.17 RIM = 51.87 REMOVED F--c-I ECHA 1CAL IE _ h1 _ 427.05 IE (12") = 48.916:1 » _ REX. ASPAHLT DR' /E 50.Q0 \\ \ \-�k'_T� _ ;�X--,-X X -X-. in y J` .Y . i- - . - - t� 7i l \ -- 51 12-- -, j �____ _ �ti' ,� �ti -W- 5 53 ;T 50.5/' �- ----- / ----- -� EX. 12" SD \------- W=. - EX. 3D" \ �t'T\ \� j �G )-{ _W- _`- - --- ;-yd---------- -1N-------------gW- - J f \ \` �,� \ 43.52 - - ;D �= - - - - - - - - -- - -- -�, -FX. ASPHALT DV11. ;; -c0- CP SD \:� \ �s\ \ \, jam. }�- 4 -- -, ------SD- ------ - � , '/ & PARKING�TYF- I �° 52.70 CONC. WALK EX. TREE -- E''. 12" SD -- \gyp. ' \ k x .�' = I -- j ~ EX. F H.� 53.44 do GATE u_ ,,. 53.50 \� �'�\ �`� C C C C C C CL�320 C C: ( C C C _ C C C C C � �� �ti. -` so- � �,� ;' : �" ✓ � �1 4- , r-r ; j� �\ nPROPOSEDy53.so� i \ iy EX.�_13 TYPE I �� __ - - -- _ �`pyE - EX. W00 71LF 8" D.1. EX. 12" �, I - SHED TO BE I �NG ti1111 \ RIM - 49.55 c _ EX. CLM REMOVE© B U LD ® a / �r ' \ xfE (12" - 47.E 1 i - 6' 1,' 24 '-17 = �3.50 / - EX. 8" ) ( (. F.F. 53.60, O•S2 0 / 5' TYP / CATCH BASIN (ZI►jk 1 �. 53.60 / CB TYP" I!-`�4 _ �� EX, ASPAHLT 7,666 SF ' / / » NOT FOUND ZE = 4clAlo - _ I„ _ EX. MECH PARKING' �' - CO�JTRCL STRUCTURE �- EX. � WIDE ---. � ;' " �. ` � G' i � � , � EI i 8 RD D.I.P.a.1.P. � a � L1 � 36'04 05 � � 48.88 o.� . RIM = 53.18 1 (4 PAIN D ,TRIPES \ ECI P, i I / 0 0.6X (MIN.) r / R 336.00' +.�• 3.5' , , , CONTRACTOR TO FIND CB & YP_ II ;�� \` IE (12"' 47.,,8 _�-`�TYP. (OrJE STORY) EXIS-ING ❑ ❑ ❑ �, -,� ' ' 5 .60 S3.1Q {yr k / - VERIFY IE W/ ENGINEER E X. CB T I ; = \.\, \ OVERFLOW = 51 04 ' 2ND STORY ` H/C o � (� � r i - - E X. MECHi \ �; 53.24 r'� �� o PRIOR TO CONSTRUCTION RIM = 52.74 ` y� \ /"' .' ORIFACF = 3, 25'4 � IE (12") NE = 47.18 `" _ �U1R' �'� _ 12 SD PER C 0 EXISTING BI.ILDIN IE (30 N) = 46.22 _ (, ' 7,795 SF ti \RAMP (TYP.) i 3< Y ; %k £s i • 30" S = 46.42 \, N 89'15'50" W EX. 12 ` D I EA. TYPICAL-' YPICAL EXISTING ❑ , ( �) P , 2. �r ,r yt �" ��"i A' BUILTS 0 0.25% DETENTION/WATER QUALITY POND IE ( ) _ I , N ONE STORY i - +' `` s t ' / \4.95 \ PAR I G ❑ �` S b4 40 05 V�r� ' - EX. 12 STbL'_ BUILDING EX.. 12" PVC SD - ` ,� �`�0`, � i � �' � � � Cy � i ` / TOP ELEV. = 53.00 \ - BOTTOM EX:. 30" ---- I o, (3,007 SF) 2 �0 \�., EXIST. ! B ELEV. = 47.00 1 / \\CP SD \\ --- o � {�� `� �,�° `' -EX. 6" PVC SDo��' i �(� ' '' h� DEAD/LIVE STORAGE ELEV. = 50.0C \ C - / \/ r INSTALL: SIDE SLOPES 2:1� \-f!' -S �,� �; �c-?;- Lf» 6 -8 RIP -RAP I� '4' 17' 6' _ - 7 h I i 12 11U�. QUARRY SPALLS DETENTION VOLUME READ = 387 CF �,gSSUt�-T E'y;. CB. TYPE_ I °1 ^6 �� / p 33° _ - _ / DETENTION VOLUME PROVIDED = 1750 CF SITE BENCHMARK RIM - 51.54 • A, MAG NAIL IN ASPHALT IE (12") = 49. 4 ELEVATION = 52.47 FT ti 6 NAVD 1988 DATUM') / F.H. I --__ EXISTING �� ------ _:. 12' P 52. / / �\i' i ./ CB1, TYPE I TOP OF BERM q� 1 ?� ONE STORY I� � ( { g\ � \ / �! RIM =;r�E�SZ"SI DIVIDING POND g INTO TWO CELLS BUILDING - - I ;� , IE = 50.51 (1,672 LF) XISTING EX. EXPOSED-- �� �h I �) ; / /` EL = 49.E X �ti. L, EX. ASPA LT EX. F.H. / ��► \ S,'' �� �/ \ / ONE STORY AGGREGATE \ � PARKING � � h "� c 3UILCING COfJC. SIDEWALK a� Vp p \ \� ;' SEX. H C - (3,007 SF) (TYP,) ,�, - �bk- ,�� / u�,\\ / � / 000 � owl p p \ i `9v' ( \� TRAMP (TY'P.) PLANTE / j��,g� O �� 1 p �} p c�OQ� o J EX. CB 2 Ob 0 C 1 36'04 05 EX. 8" / E ` CI) TYRE- / -- R 00 e' \ RIM = 50.91 0 (� p _ RIM 52.13 EX. CURB --'\� EX. 12" ` j / �, /' IE (121 = 49.12 GUTTEF' \�\ SD -� ��� �/C. SIDEWALK �. \ � qXSIGNORE . A SH WN) MECIAN 2,,. EL 47 �, n i ' TL =' 6.51' �� j / IE (1 ) = 48.30 = 50 O p p d' L = 12.59' 7 / _ , �° ea �, \ BOTTOM OF ' EX. CCNC.--, �. 5 MINIMUM CURB TYP -'' �� LA. �,O rrt i \ \�� �n / / ^� f ° RIM jPUAL' DW.Y. `G9'55" /���� P� - IE (12") = 49:74 . EX, CB; TYPE & PACKING (TYP.)��� 10.00' � / i NEW (12") = 49.74 \ \ \ RIM = 52.01 / / \\`? \ c;� ,fib t EX. SSMH 2O9-26A X \IE (12) - 49.9�' / \ / RIM 5�.07 EX. CB, TYPE II \�\ 47.36 j_- EX. SIGNAGE EX. 12 SD -------__ /'\5 �-t °� IE (B") = 46.87 SECTION Y-Y RIM = 5:,.02 - "�-- �_� _ WALL IF = 47. 8 `•, ` --\..--, �_ ! �- E = 47.36 �h��` 9\ ; EX. S S M H 209-39_ EX. 15" SD - t �\ -` EX. 15 / !; �� �- EY,. 12" �� E". 12' - �' / y .\ RIM = 53,04 SD, ` SD (TO 8E , '/ / / ' \ \ IE = 47.03 N $915 50" W PLUGGED / ��� i / \'�'� IE (6") = 47.13 (NEW) 5' MINIMUM EX.. Cr, TYPE II V ` �. / � 7.42 '� / ) \ �Y W CDF /� '' , i / ,`�� L EX. 8" \� 52.9b 18" THICKNESS 1Vi"-4" WASHED _ ` %' ROCK CORE \ / RIM - 52.57 -�-- \. IE = / } _.. / / 7 IE (15") _ `'7.12 ` �"\, }��` \ %<� 47.36 �/ _ j �� ,� / / / / 2 iIE (30\ /� EX. CURES �,U / 2 0 0 0 �'�,� %� & SI W� , -/, / 6U I LT PLAN S S 39'15 55 E E_X. 12' 05 - o q - 2002 ' \ QUARRY SPALLS 33.46' / \ \ \�� SD LAYER i CELL POND _ _ CELL POND EX STORM WATER - 0 = 90'00'00" ` STORM DRAINAGE & GRADING PLAN s / �� BOTTOM _III-`� �--1 I l=) I I=I 11= I I=i � �-� i �-I 11= III=1 I I=1 11= I I=1 � �` BOTTOM DETENTION BASI`4 & R = 35.00' � / - WATER FEATURE = 54.9$' 1 EX. , �, / �� MED AN - 3O P01� BOTTOM NOTE: "KEY" NOT REQUIRED POND BOTTOM -OR RIVERBEND / - EX CB TYPE I �;rbF.IN fiP&AINAC� SyTEM gUJL.`� A.PTS ACROSS // �--=-' -- EL = 47.00 EL = 47.00 45TH ST. I,.E. RIM = 51.70 SU 13ST N I l-4E-l--y A -60K 1&1 TD ILA �S \ IE (12") = 47.59 �XG�P - AS RIOT-t� f+�R DPI PAVING, CURB GUTTER AWCUT, REMOVE EX. /- \ (,PLUG 12" SD NW) QsJo9/Zvp2 , GRAVEL FILTER WINDOW DETAIL(X- &P\ ��SIDEWALK AS \ lGfl / \\ % EX. 18" SD FROM -rjc- C2 N.T.S. NECESSARY, REPLACE IVERBEND APTS. PER C.O.A. STDS. INSTALL: Lwowv La D " SD �E X. 30 CP CB SIB, TYPE 1 L - t�q sr52" 1& C IIST. E TOD TO = (MATCH EXIST.) IE 18" = 47.50t MAT FLOW N.W. • bt 9(D J 52 Z r) co LAJ z: C4 2 C. 8 w J Q ui ck: W v) 00 J d- m M m Q L AJ C-) U. � LA. .» L.i M....�, cn c~ra W ce a_ LLJ < d � V) 1 11 ' 144-IS 10mkTC.ir6'6ritfSrT, . IE 656 1? �r'►{�'3! IE (30") = 47.20 (MATCH EXIST.) �" ,� A° 0,6X > 12>�' REV. DATE BY DESCRIPTION IE (12") = 47.20 }�VG Mir[rK .-s DATE -� '� » 1 09/05/01 G.MO REVISED PER C.O.A. COMMENTS AUGUST 2041 A sPf��Gi� PIS s:�NEW S lt/DT FDl1�t/D -N BY F. r DR ..... .L alp:: • � - TIGHTLINE THROUGH CB AS 2 09/25/01 G.MO REVISED PER C.O.A.0 0 A COMMENTS WN, FLOW TO 6 3 Os/ly/o 4, eno A it l- �- SHO DIRECTED S.W. TO "A" 2 G MO DESIGN BY A.F.P. UTILITY CONFLICT NOTE: 1 RECORD DRAWING CERTIFICATION PROJECT REF: FAC 01-0034 io/s/�� �• JOB NO. -"� CAUTION: <�3i� NEW TYPE 1 L CO I>'s 99 - Q05 �� �w THESE DRAWINGS CONFORM TO THE CONTRACTOR'S THESE PLANS ARE "APPROVED" FOR CONFORMANCE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN 4N THESE PLANS OR NOT BY POTHOLING THE UTILITIES WITH THE CITY OF AUBURN ENGINEERING DIVISION'S SHEET No. CONSTRUCTION RECORDS. REQUIREMENTS 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 CUT EXIST. \ / BY: I{✓% DATE:M�y /�!•? eel - THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY 18" SD • �' WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS NEW CB TITLE/PO ITIONSEc /T�c� APPROVED BY:C2 ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION, IF CONFLICTS SHOULD OCCUR, THE CONFIRMED BY CITY CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO DATE: DATE APPROVED:, /a S O/ PROCEEDING WITH CONSTRUCTION. r- 1 1104-1 o f;!5' 49 201 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 RE MENTS. 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: 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. STABUZA11ON MALL 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: URI31m APPLICATM % GERtMATKIN KENTUCKY BLUEGRASS 30% 85 80 (_A FII jL BARON OR EA KIN CREEPING RED FESCUE 40% 98 90 PERENNIAL RYE 30% 95 90 (U&Y OR EONALI) APPROXIMATE FILL/CUT TYPE SPFCIOCAIMS FOR STR&TIR AL OLL OE REQUIRED) FILL MATERIAL TO BE CLEAN, WELL GRADED COMPACTIBLE MATERIAL (CLASS B MINIMUM) WITHOUT WASTE AS DEFINED IN WAC 173-304-100 P p ATIONS FOR MOM ALL AREAS TO BE GRADED SHALL BE CLEARED OF VEGETATION, BRUSH, AND ANY OBVIOUS EXISTING DEBRIS, AND STRIPPED OF ANY TOPS(AL AND UNDERLYING SOTS 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. EATH WORK QUANTITIES CUT 10 C.Y. FILL 75 C.Y. DUST CONTROL NOTES 1. CONTRACTOR SHALL MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE OF TEmr'ORARY GROUND COVER AND OTHER TEMPORARY STABUZATION PRACTICES SUCH AS SEEDING AND MULCHING, AND EROSION BLANKETS. FROM 2. DURIm CONSTRUCTION AND DRY WEATHER, SPRINKLE THE SITE WITH WATER >� POND UNTIL SURFACE AREA IS WET. REPEAT THE PROCESS AS NEEDED DURING THE DAY, 3. ALL TRUCK TRAFFIC MUST USE THE CONSTRUCTION ENTRANCE (IF ANY) AS DESIGNED AND SHOWN ON THE T.E.S.C. PLANS TO PREVENT CARRYING MUD INTO STREET. 4. ALL OPEN BODIED TRUCKS TRANSPORTING FINE MATERIAL TO THE SITE MUST BE COVERED TO PREVENT DUST FROM BLOWING FROM THE TRUCKS. 5. DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC STREETS ADJACENT 24"0 ACCESS TO PROJECT WHICH WILL BE USED BY CONSTRUCTION TRAFFIC SHALL BE KEPT LID CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION. 6• MINIMUM OF ONE WATER TRUCK SHALL BE AVAILABLE ON -SITE AT ALL TIMES DURING CONSTRUCTION, LADDER RUNG 6" MIN. D a o ITi D 00 4- 4" MIN. DIAMETER o- PERFORATED PIPE I r WRAPPED IN DRAINAGE FABRIC a• ff T-11. 2" MIN./ 12" MIN. 4" MAX. 2" MIN. LEGEND SURFACE SEAL; NATIVE SOIL OR OTHER LOW PERMEABILITY MATERIAL FINE AGGREGATE FOR PORTLAND CEMENT CONCRETE; SECTION 9-03.1 (2) OF a THE WlSDOT SPECIFICATIONS. O 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 MtRAFI 140 FILTER FABRIC OR EQUIVALENT. TYPICAL FOOTING SUBDRAIN DETAIL C3 / N.T.S. CB #3 PLAN VIEW 1 "=2' RISER W/ DRILLED ORIFICE HOLES PER ELEV AND RISER DETAIL y TO 45TH STREET NOTE1 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) CLIMBDOWIN 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 I.D. LESS Y4" 6. CONFORM TO CITY OF AUBURN STDS. UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. P'" 4 04"7 3 of 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 MAIN PER PLAN, -- 45' MAX BEND IN 5 LF, PROVIDE CLEAN -OUTS • ENDS OF COLLECTOR PPE RUNS DOWNSPOUT N.T.S. BUILDING III � j L _ I 1.5 LF 6" PVC 6" ELBOW AS REQ'D F DRAIN DETAIL OVER " FRAME AMD) LADDER BOLTS, OR STEPS OFFSET SEE L PLAN VIEW ABOVE.�- TOP OF RISER PIPE OFFSET TOP 12" CAP, RUBBER SLAB •" GASKET STANDARD GALVANIZED "XO.90 CAGE STAINLESS STEEL STEEL LADDER/STEPS 7" 14 SUPPORT BRACKET W/ TtRaIC tLE 0 12" O/C a te, ANCHORED TO CONCRETE WALL 100YR WS EL 2Y400 ORIFICE (MAX 2' SPACING). MIN ONE 51.93 EL _ �� .40 - SUPPORT. 10YR W5 EL Me"0 ORI . 1 • EL = 51.00 t-31.E A.C. OR PVC VICT Vim 0 MANHOLE ADAPTOR 2YR W5 EL ---� WATER TIGHT 50.85 CONNECTION�"Q" PER TABLE 12" INLET 0 LEFT IE ''ti 12" OUTLET =_50�12XI12X12 PVC TEE, RUBBER RATES •, GASKET JOINTS RELEASE DESIGN STORM Q (CFS) ACTUAL 6" MIN, (REMOVABLE) 2 YR 0.19 0.19 10 YR 0.33 0.33 ' 100 YR 0.50 0.50 • EL 48.00 12" RUBBER GASKET PLUG W/ 2V4" ORNFICE y4q .57416 1 =z ADJUSTMENT BRICK (4" MINIMUM, I �I 16" MAXIMUM) - it STANDARD GALVANIZED -) STEEL LADDER/STEPS 0 12" O/C 12"0 � .. INLET FROM CB/1 METAL FRAME AND CB CASTING, RIM =:/ ' SZ 4, 2 N OUTLET TO POND =50A'L _/ " � _ �,1� 00 1 ' r 12"0 D.I. OUTLET PIPE y / 50. t ' c0 1 r- s• 48" TYPE 11-C CATCH BASIN OIL WATER CONTROL STRUCTURE 3 OIL WATER CONTROL MANHO C3 J N.T.S. S£ 'Pb m D VW &.f . - MANHOLE ADAPTOR/ SEAL -- 12" PVC 90' ELBOW RUBBER GASKET JOINTS, SIZE PER PLAN -- OPEN BOTTOM le- m Ars-s7- CB #2) 5' EARTH 5' EARTH BERM 12' VARIESF %3 T t 2' BERM 32' MAX. EXTRUDED CURB & - PAVING PER DTL 1 /C1 j 1.07' EX. GRADE FREEBOARD 53.00 Ii1=1Ii��III= 25YR WS ELEV. = 51.93 I i i l 1-- .� - i r• BOTTOM LIVE STG. - 50.00 `v TOP DEAD STG. = 50.00 PROVE 6" BLANIKET OF IMPERVIOUS j 49.00 MATERIAL (HIGH SILT/CLAY CONTENT) VGRAVEL FILTER AT POND BOTTOM TO PREVENT/MINIMIZE WINDOW PER INFILTRATION DTL 1 /C2 I BOTTOM = 47.00 - ESi01ATED HIGH WIN TE -� i- I I- 4, 5, 41 WATER TABLRE 0 EL 46.00 5 DETENTION �3 SCALE: 1 "=10' HORZ. 1"=2' VERT GN • w •FW4 C � uj U- U) w Ln 00 00 W .0- re) �jKidw Lai LA_ Cal Li. O LAJ m ...-. Lo LAJ m "t >0 oid 0~ d C) :z Q L.LJ m 9� 7,4f®l REV, DATE BY DESCRIPTION DATE AUGUST 2041 1 09/05/01 G.MO REVISED PER C.O.A. COMMENTS DRAWN BY 2 09/25/01 G.MO REVISED PER C.O.A. COMMENTS G.MO 3 10/03/01 G.MO REVISED PER C.O.A. COMMENTS DESIGN BY A.F.P. 4 W11WO2. 6.mo *50VI T- RECORD DRAWING CERTIFICATION PROJECT REF: FAC 01- 0014 !%%u/ JOB N0. 99-405 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S THESE PLANS ARE WITH THE CITY OF "APPROVED" FOR CONFORMANCE AUBURN ENGINEERING DIVISION'S SHEET NO. CONSTRUCTION RECORDS. REQUIREMENTS TLE/`P 1� / 1T OS.SE c APPROVED B �.J CONFIRMED BY CITY DATE: DATE APPROVED: 'r o'l i CONC. CURB .5D D„ JV" 2" COMPACTED DEPTH CUSS "B" A.C. PAVING SLOPE D D DN D G O V 0 O p o 0 80 — 0 0 o - 4"-0" MINUS COMPACTED SUB -BASE CRUSHED ROCK PER SOILS REPORT x EX. CYCLONE — x FENCE x LEGEND DESCRIPTION NEW EXISTING STORM SEWER —ST— FIRE HYDRANT. CONC. SIDEWALK EXTRUDED CURB EXISTING DRI`/E-IN PARKING T1 r S. 277TH ST. 37TH ST. NE. TYPICAL CURB & PAVING SECTION NOT TO SCALE .—EX. 3' HIGH FENCE AROUMD LOT RETENTION BASIN (EX. GRASS FIELD) — EX STORM WATER EY, SHED TO �u _ ., Lx X------'�— BIOFILTRATION VICINITY MAP / DE:TENTION BASIN � REMOVED (� � SW N.T.S. -- 1— -- — -- -- --- — -- N69'15_50"W —2.81 5 -- — -- — \ — — -- — .------9 \ \ X—X --X- -X-- ;z:---X--X —;-K X-� 427.05' LAWN LAWN LAWN LAWN 53 AWN SHARED EX. TRASH C r CONTAINER ENCLOSURE �• "ao 30 47 EX, ASPHALT DW . 'v 6 9 /� 1 CONC. WALK LA !/ �/ �� EX. TREE & PARKING (TYP.)�� 8' `� EXPAND AS SHOWN, PROVIDE GATE 24' S5 19 SITE OBSCURING FENCE 5 24' T — \Ld CC C I C t � C C C (C „ _ C C C I C � EXIST.O'*• _ _ CURB - PROPOSED lbo 6' 1724' , 7' BUILDING 4) EX w (7,666 SF OFFICE) .. - - EX. MECH \ �—� RAMP (TYP.) LAWN (4 PAINTED S--RIPES 5' r, \ S 3519'55" E `�- '�T'�F. i -�— (ONE STORY) EXISTING ❑ ❑ ❑ `�� 3.5' S� SSW 14 121.80' \ EV ME("H, 2`JD S-ORY -'� r z 11 1 ' N 8915'50" W t \ EX. CURB CUTTER & SIDEWALk- File Name ( ) ❑ EQUIP. EXISTING BUILDING \ -- EX. T" PICAL---PARKING ONE STORYrj . EXISTIEXISTING�� i (7,705 SF) `, __j — ❑ i -- ❑ r STALL BUILDING —�- (3,007 SF) EXISTING 17' 17' 6' \ '� -- - � WATERFEATURE N 8915 50" W 7.42' S 3915 55" E 33.46' LANDSCAPE PLAN PFr17 047 4 of 6' EXISTING ONE STOR" BU LDING (1,672 SF) \, N/ ) SEX. H/C -- / RAMP (TYF'.) �&' EXISTING EX. EXPOSED-� ONE STORY AGGREGATE BUILDING CON'. SIDEWALK (3,007 SF) (TYP,) i t� s i WALK N�� PLANTERS O&P EX, SIGNAGF SITE NORTHEAST Z a 3 oZc a PLANT LIST Symbol Quantity Scientific Name Common Name Size Spacinjr 0 38 Rhod. 'Purple Splendor' Purple Splendor Rhod. 2-Gal 5' O.C. � 82 Prunus Lour. 'Otto Luyken' Otto Luyken Laurel 2-Gal 4' O.C. 6 Acer platonoides 'Emerald Queen' Emerald Queen Maple 1.5"--Ca 30' O.C. 30 Euonymus alata Winged euonymus 5-Gal 5 O.C.4 14 Liquidambar styrocifluo American sweetgum 1.5"-Ca As Shown 7 Pinus nigra Austrian pine 6' HT. As Shown Pseudotsuga menziesii Douglas fir 6' HT. 30' O.C. 35 Viburnum burkwoodii David viburnum 2-Gal 4' C.C. (TYP. AS SHOWN) S 3519'55" E EX. CONC.-, / , 10.00' �� No Symbai As Req d Cotoneaster dameri Beorberry Cotoneaster 4" Pot 1$ O.C. PE ��, / All Beds CURB (TY k1N b tom" ME SMft6S t(,�`wTTNJ6 N) �N MLMOO �A[Mu.7r Ft,l�[� 3-Poor I�.► A� w�►� A0 Grr (ocE rg.SO.obo(N�(�f� �� �,�� � /� O�'Y~�� / CAS IQ•�1F�D SA�tINb SU�R.g�'S GR ��� oR. �.�tl' UST C/1LJ•,• ottt ///,>--, \ , I ( --, ­qj-1 �`—EX ASPHALT DWY. & PARKING (TYP ) - EX. SIGN AGE / i WALL —EX. CURB / GUTTER & SIDEWALK / EX STORN WATER---, `• i `� DETENTION BASIN AND \.\ WATER FEATURE ,! LANDSCAPE PLAN /� 1 =30 EX. MEDIAN R = 35.00' L = 54.0 DECIDUOUS TREE #11 CHAINLOCK, LOCK do STAPLE TO STAKE STAKES DRIVEN TORREFUSAL SET PLUMB do INLINE 2" LAYER BARK MULCH 2" DISHED EDGE PULL BACK BURLAP AND REMOVE HARE BASKET 50/50 TOPSOIL/ NATIVE SOIL MIX PLANT PIT TWICE DIAM. OF ROOTBALL TREE STAKING DETAIL N.T.S. ,.r PLANT PIT TWICE ROOTBALL DIAM. V {IAA !o 2" LAYER BARK 2" DISHED EDGE FOLD BACK TOP THIRD OF BURLAP 50/50 TOPSOIL/ NATIVE SOIL MIX SHRUB PLANTING DETAIL N.T.S. RIVERBEND OFFICE BUILDING #2 AUBURN WAY NORTH AND 45TH STREET NORTHEAST ,ANT PIT TWICE )OTBALL DIAM. ) NIFEROUS TREE :2 FIR TREE STAKE CHAINLOCK, LOCK STAPLE TO STAKE BARK MULCH ' DISHED EDGE VFOLD TOP THIRD r BURLAP & REMOVE IRE BASKET _ D/50 TOPSOIL/ NATIVE SOIL MIX CONIFEROUS TREE STAKING N.T.S. Date: 7-24-01 Scale: 1" = 30' Drawn By: D.B.L. Approved By: Revised: INSTALL 4" 3 WAY TOPSOIL IN ALL PLANT AND LAWN BEDS. ID - i6 .01 PROVIDE ONE YEAR WRITTEN WARRANTY FOR ALL PLANTS AND SOD. ALL LAWN TO BE SOD. INSTALL AUTOMATIC IRRIGATION IN ALL LAWN AND PLANT BEDS PER PLAN. NO SUBSTITUTIONS WITHOUT WRITTEN CONSENT OF CITY OF AUBURN PLANNING DEPT. PROVIDE 3" BARK MULCH IN ALL PLANT BEDS. PROVIDE ALL NECESSARY PERMITS AND INSPECTIONS. RECORD DRAWING CERTIFICATION PROJECT REF: FAC01-0034 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S THESE PLANS ARE "APPROVED" FOR CONFORMANCE CONSTRUCTION RECORDS. WITH THE CITY OF AUBURN PLANNING DEPARTMENT MINIMUM LANDSCAPE REQUIREMENTS BY: DATE: TITLE POSITION APPROVED BY: a(A5 Mn!P) CONFIRMED BY CITY DATE: DATE APPROVED: ID-05-01 Sheet EAGLE DESIGN 1i -- 26007 NE 27th DR. REDMOND, WASHINGTON 98053 ��--� TEL. (425) 898-8833 FAX (425) 868-264 0a Q File Name CONC. CURB 2" COMPACTED DEPTH CLASS "B" A.C. PAVING b ° /gy '�►=1�1-� SLOp E e ` tp b DN ° — b Q 0 0 c o 0 0,,. 0 0 0 ,0 0 0 0 0 0 O' I— o 60 � 0 0 o ° 0 h i III=� I �-III-III III I � �-111-III^ 1 I- 4"-0" MINUS COMPACTED SUB -BASE CRUSHED ROCK PER SOILS REPORT TYPICAL CURB & PAVING SECTION NOT TO SCALE X -EX. 3' HIGH FENCE AROUMD LOT LOT 2 RETENTION BASIN (EX. GRASS FIELD) x / -EX STORM WATER EX SHED TO \ DETENTION BASIN BE REMOVED 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 CONFUCTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE Q CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO EX. CYCLONE x PROCEEDING WITH CONSTRUCTION. FENCE LEGEND DESCRIPTION NEW EXISTING S. 277TH ST. SITE STORM SEWER ST ST 3 FlRE HYDRANT } S� NORTHEAST CONC. SIDEWALK EXTRUDED CURB r- > I z EXISTING DRIVE-IN \ PARKING O Cx 37TH ST. NE. Q BIORLTRATION VICINITY MAP --- ')WALL N.T.S. - - - - - - - - - - - - - - - - - - - - - - _ N 89'15'50" W 832.81' .�- 1 1 4L__ 1, / " '1 1 L4" X—X—X X X—X—X—X—X--7 07 05' - -� - - - - - - - - - - - - - - - - - - - - -1- 1 -7� j�� - — Co 5' �-1 �/ " �% i /j; i SHARED EX. TRASH - - - C - —� I �_ --� /; %y - EX. ASPHALT DWY. CONTAINER ENCLOSURE \�' z/' f/ EX. TREE &PARKING (TYP.) `�' EXPAND AS SHOWN, PROVIDE 64 30 --�- 47 SITE OBSCURING FENCE 1 24 c c c c c c c c c c C c C REMOVE 2O EXIST. CURB N 6' 4' 1 i 24 17 A EX. MECH `_'� -_-� I .41 �\ RAMP/ (TYP. o L; EX. 4" WIDE —7� � " �I PAINTED S RIPES\`. EQUI . S 35'19 55 E 121.80' N 89'15 50" W \,4.95' EX. CURB GUTTER - & SIDEWALK TTYP ) EX. T" PICAL---,, PARKING STALL � 17' 1 24' 1 17' 1 6' EXISTING ONE STORY BUILDING (3,007 SF) 3.5' + U-) (ONE STORY) ;�� r EXISTING ❑ ❑ El EX MECH 2hJD STORY �� _ 11 — "j EXIST 1 F.H. I EXISTING ONE STOR" BUrLDING (1,672 SF) r2 \ i c EX. H/ C - ����\ c 6 RAMP (TYP.) C >\ jH/C N 8915'50" W \7.42' S 3915'55" E 33.46' RRIGATION PLAN QUIP. it BUILDING ❑ (7,795 SF). ❑ -�-`- S 54'40'05" W 20.13' 7 - EXISTING EX. EXPOSED ONE STORY AGGREGATE BUILDING CONC. SIDEWALK (TYP ) PROPOSED H/C - 1 EXIST BUILDING BUILDING ► I 1 i �, STORM 30 (7,666 SF OMCE) 11.) \ 2 M �\ 2 Or / .� 33 �60 Q % LEGEND IRRIGATION DEDUCT METER BY UTILITIES CONTRACTOR 1 1/2 SIZE p ` EX H/C �� 1 1 /2" CRANE GATE VALVE IN 10" PIT RAMP (TYP.) oo 7-1 1 1 /2" FEBCO 805Y DOUBLE CHECK VALVE IN JUMBO BOX RAINBIRD 33 LRC QUICK COUPLER ON GALV. TRIPLE SWING JOINT. \-t- \ _� �i RAINBIRD 150 PEB AUTOMATIC CONTROL VALVE IN STD. BOX (3,007 SF) EX. I EX. �' MEDIAN PLANTERS R = 20.00' EX. SIGNAGE L = 12.59' ' O (TYP. AS SHOWN) `� S 3519'55" E # EX. CONC. � 10.00' � l\ CURB (TYP. '---EX ASPHALT DWY. & PARKING (TYP.) F,yXP IRRIGATION PLAN EX. SIGNAGE , WALL = 3O EX. CURB GUTTER / SIDEWALK j \ EX STORM WATER - - \`� / c PC7� & \ DETENTION BASIN AND � .\\ WATER FEATURE VAr vE A55EI / � NM�� ' FX �/ \ 0 = 90'00'00" R = 35.00 L = 54.98' r 5�0 �L-L 504600 PVC NFL., 4" MN pi Q ARMK,r ffla OR IMAM LLWDER MOCK 50M40 PVC 90 ELL, o ° 6 C.P. GRAVEL 5L" I7OLME CHECK VANE A55E MP3 Y MTN_ N.T.5. 50140 90 ELL 50180 NK, 51 V",O'C'" VALVC MR w7F*NV4&V&11'1 WARIQ'ROOP we 5PLICER5 15`M. rvt MICE ApAr" LP-14/ 1 WW 5PLICE ONLY N DChC. Vft TO LN17 R919P OP VAN a 5' O.C. A] LGW 24" LOOP OP UAM IN VAL'✓E M'W AUTOOMATIC CONTiZOI_ VALVE M rAI N.T.5. POP-W OR ROTOR 5F°I 1ZR A5 91ECIMV ON PLAN yy��,�� w// ��yyL5 447 MN&Ex 5M. ML At PAM OF 5 J FM 9NIJG X 161, LONG A� *446 W 1N < 5) WeFX 5 ftFT ML5 MD 12" 5 80 PVC NIF'1. . aA55 200 PVC LAlfRAL LINE AhV 50140 7EE OR ELL TME 5WtN6 JOINT P15ER A55EWLY I2ETAL N.T,5, RIVERBEND OFFICE BUILDING #2 AUBURN WAY NORTH AND 45TH STREET NORTHEAST WEATFCRAMIIC 90r61. r7RAN VALVE MNd�R 5ET PLUS% W/ PIN94 GRAm- aA55 2W PVC W/ arr: F'LAW12 dkt. M A55 MMLK MAN VANE, 50190 NPL5 MIN 3" LONG, 50180 PVC 90 ELL. 501190 PVC NPL MNV, 3" LONG 2 C.P. GRAVEL 5UVP MN. MANUAL, I7f2AIN VALVE A55EMMY MEAL N.T.5. Date: 7-24-01 Scale: 1" = 30' Drawn By: D. B. L. Approved By: Revised: © RAINBIRD ESP-8LX+ CONTROLLER WALL MOUNT POWER AND CONDUIT BY ELECTRICIAN. - - - - CLASS 200 PVC LATERAL 12" DEEP MIN. UNMARKED PIPE IS 3/4". CLASS 200 PVC MAINLINE 18" DEEP MIN. 2" SIZE. NOTES ALL PIPE UNDER PAVING SHALL BE IN SLEEVE TWICE DIAM. OF INSERT PIPE. PROVIDE ACCURATE "AS BUILT PLAN" AT TIME OF FINAL WALK THRU. PROVIDE ONE YEAR WRITTEN WARRANTY. PROVIDE ONE START UP AND ONE WINTERIZATION. PROVIDE 33K AND SH-0 AT FINAL WALK THRU. USE ALL OF 14-1 WIRE. PROVIDE ALL REQ'D PERMITS AND INSPECTIONS. INSTALL AUTO DRAINS (1 /2" kING) AT LOW POINTS OF LATERALS. PROVIDE MANUAL DRAINS AT LOW POINTS OF MAIN. NO SUBSTITUTTONSA EAGLE DESIGN 26007 TEL. N (425)h898-8 33DM0 FAX A( 25) TON 53 68-2164 REGI FLED LANDS a�cRTEC1• CPAII F3. L CERTIFlCATE N0. 3 7 Sheet IR-1 of 1 1636 00101