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HomeMy WebLinkAbout02D1701•T a •y SE 1/4 SECTION 13, TOWNSHIP 21 N. RANGE 4 E W.M. I 115 LF NEW CURB & GUTTER PER COA SRD DTL STSW-2 -� I , 1 , ' I I ------------ ----------- ROW CL ' -------------------------------------------- I I ---------------- ------------------------ 178 LF NEW 7' SIDEWALK ---------------- '- ,---_ rCURB& GUTTER PER COA STD DTL STSW-2, INCLUDING DRIVEWAY NEW 27' DRIVEWAY,COA 4 , EXG ELEV. VAULT STD STD DTL O 42' 27' sroW-1c MAIN STREET WEST Y 0!► Vo ; ; _ _ EXG ELEV. VAULT a I I —a — � ja i0i A* • 6 � SIGN � , .4�. . , •.; ... � 187.83 __ �-- -------- I ----- i • 1 1 ---- I04---j' I •: �� 17' X 30' PSE L__-k'.\(1] 1 _ 1 20` . i {�.: : • EASEMENT , i , 1 ' E F TYP ?� a2 •.<• '.• .,• �.. ' ---- -`-_ I • • i — I I I 33 co 1 i 1 1 1 I ; 16' i • 14. 23'- 1" - - ---------T---- -- ROW CL I W 32 °° '! a v+ 4 1 I . ,�( OLLING " . K , .. CANO ATE 1 I ' W -7 20' 30 44'-11" 16' 6i �I b�. I ILy • • FF= 73.5 I W I I + I I I I I I I 1C' a ''.I °• 1•�� . ID I I 1 • .. • I + I I I 26 LF NEW 6' SIDEWALK PER w •' . 29 ^ •. �a +• 'I! ' COA STD DTL STSW-1 i 1 Y � 28 � � 34 :, : : • •° : �. .:. •r . •: � � (6' CHAIN i i U I V LINK FENC I i I • , L' V 91ro ROLLING GAT •, • � ( ; I + r I I CL 27 30 LF NEW CURB , • ( I , r I GUTTER PER COA i i 26 0o D 35 . r •;-. STD DTL STSW-1 T Z . • • [� c i : - - - - - - - -------I--r K r I I I Z I I 25 7 • (. • i ; 0 CD EXG ELEC. N 8 • .• . ..1..•� EXISTING VAULT •.(EASONAI,.. + STORE W 24 TO REMAIN LDS I I I �C ¢ 23 a' 0 1 Z I , ..I • • ' . • , ^co w :e CONCRETE ' x xuj L0, uj N 11 ; I • • a a WALK, DTL 2/C4 ' i i (~/Aa `. .� I I ' �. I i i uj 00 21 c0 �.. 12 4 ••: .. • a.. , j V j , + W � 1, a • I I1 I � I v .i •. , � � 1 I L— + — --- --- -- Qa. I7 + * + Ir I N i i 19 14 40 I` I p ' -- --- - K • 'CAS J 18 • I I I 1 , I � K• 2 I I, I .� w 15 + I I ' EXG UTILITY I rn K NEW I i I POLE I N �i 16 I BUILDING ROW' CL ' I a I C + NEW ASPHALT I I ' a K HAIN LINKED FENCE I i ; n M 12 I � it ' ROLLING GATES o K Z f EXG 35' D/W 1 1 a 1-------- 10 Fr--+ — I ' Q NEW ASPHALT 6' WROUGHT I I; BARK PAVING & CURB IRON FENCE ' 1 J BINS TYP DTL 1/C4 I i I ' W ¢ z 10' X 20' CONC. w z WASHDOWN SLAB, / I ' I ° 23' SLIDING CHAIN 10' X 12' CHAINLINK SEE SHT C4 FOR w o LINK GATE SLATTED GARBAGE 0 W SEPARATOR I ; ENCLOSURE 12 •�. 48 LS, TYP 5' TYPE 3 I 1 iItz• SIGN+ 300 C3 i Q a. . n ' S89' 16'08"E + 5 F OT PLANTING ---------------- ----- A32" fv-U'WALL--WTH— •-' t _ EXG 8" WATER.. 3 4 WOOD SCREEN FENCE. NEW WHEELCH RAMP P R COA T STSW-4A1(ITHI I _ 1 ST S EET S.W. TYND I E E.)`I --i—f--- - - - - _ _ `t � _ BE DONE T E CITY OF A BURN' CO TR - E G STl ' NEW WHEELCHAIR RAMP PER My -� NEW 35' DRIVEWAY, ' � COA STD DTL STSW-4A COA STD DTL ROWTCL 3 AL TH 1 STDW-lC 4" REEN FENCE. r ---------------------------------------------------------------------------------- -- ----- -;-`------� I `180 LF NEW 5' SIDEWALK / ®CURB& GUTT�-­PEf2- COA STD L STSW- 2, / ll C U G DRIVEWAY & ---------------------------------- ---�.. LCHAIR RAMPS -- -- - SITE PLAN ,ask, ' 20NORTH NOTE: COORDINATE WITH CITY OF AUBURN STREET IMPROVEMENT PROJECT LINE TABLE NO. BEARING DISTANCE L1 S 0' 43' 52" W 1.94' L2 N 89' 14' 08" E 2.00' L3 S 1' 08' 24" W 1.30' L4 S 0' 43' 52" W 10.02 IONL1 NJ WILL ET PROJECT LOCATION 308 WEST MAIN STREET AUBURN, WA 98001 APPLICABLE CODES: OCCUPANCY: M (RETAIL) = 9,706.1 S.F. S-3 (SHOP) = 3,820.0 S.F. S-1 (WAREHOUSE) = 4,329.6 S.F. B (OFFICE) = 1,650.2 S.F. OCCUPANCY LOADS OWNER AUBURN LAWN & EQUIPMENT, INC. 308 WEST MAIN STREET AUBURN, WA 98001 (253) 833-0870 ARCHITECT 1997 U.B.C. AND STANDARDS WITH MAXIMUM OCCUPANCY = 387 THE KEIMIG ASSOCIATES WASH. STATE-WIDE AMENDMENTS OCC.LOAD. (RETAIL) = 9,706.1/ 30 = 323.5 216 "A" ST NW ZONE OCC.LOAD. (SHOP) = 3,820.0/ 100 = 38.2 AUBURN, WA 98001 • C-3 HEAVY COMMERCIAL OCC.LOAD. (WAREHOUSE) = 4,329.6/ 500 = 8.7 (253) 939-3232 SETBACKS: FRONT: 20 FEET OCC.LOAD. (OFFICE) = 1,650.2/ 140 = 16.5 DATUM BUILDING (2 S R TOY ) SIDE, INTERIOR: NONE REQUIRED SIDE, STREET: 15 FEET TOTAL AREA = 19,505.9 S.F. CITY 4F AUBURN BENCHMARK 12-E REAR: NONE REQUIRED MAIN FLOOR AREA = 15,624.3 S.F. MONUMENT AT THE CENTERLINE OF 1ST SITE INFORMATION UPPER OFFICE AREA = 239.7 S.F. STREET SW AND "A" STREET SW. ELEVATION 79.97 FEET UPPER STORAGE = 1,113.2 S.F. TOTAL SITE AREA = 53, 194.4 S.F. (1,22 AC.) MEZZANINE = 2,528.7 S.F. IMPERVIOUS AREA 47,837.1 S.F. PERCENT IMPERVIOUS ASSESSOR PARCEL NO. . 47 8371 F 53194 4 Sf - 89 9 i (, S../ �- 554730-0075 PARKING GENERAL PLAN NOTES CONSTRUCTION TYPE: Y N FULLY SPRINKLED 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," 199$ OR LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE 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. IDENTIFICATIONS, 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 THE CONTRACTOR'S OPERATIONS OR NEGLIGENCE CONNECTED NTH THEM. LEGAL DESCRIPTION A THAT PORTION OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF SECTION 13, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE EAST MARGIN OF "D" STREET SOUTHWEST WITH THE SOUTH MARGIN OF MAIN STREET WEST, SAID POINT ALSO KNOWN AS THE NORTHWEST CORNER OF THAT PORTION OF SAID "D" STREET SOUTHWEST VACATED BY THE CITY OF AUBURN APRIL 19, 1911; THENCE SOUTH 89'16'08" EAST, ALONG THE SOUTH MARGIN OF SAID MAIN STREET WEST, A DISTANCE OF 187.83 FEET; THENCE SOUTH 0'43'52" WEST, 1.94 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT THE CENTER OF WHICH BEARS SOUTH 20'43'06" WEST; THENCE EASTERLY AND SOUTHERLY ALONG SAID CURVE HAVING A RADIUS OF 26.50 FEET THROUGH A CENTRAL ANGLE OF 68'31'02" AN ARC DISTANCE OF 31.69 FEET; THENCE NORTH 89' 14'08" EAST 2.00 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT THE CENTER OF WHICH BEARS SOUTH 89'15'13" WEST; THENCE SOUTHERLY AND WESTERLY ALONG SAID CURVE HAVING A RADIUS OF 1070.50 FEET THROUGH A CENTRAL ANGLE OF 11'20'56" AN ARC DISTANCE OF 212.04 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE RIGHT THE CENTER OF WHICH BEARS NORTH 79'26'44" WEST; THENCE SOUTHERLY AND WESTERLY ALONG SAID CURVE HAVING A RADIUS OF 14.00 FEET THROUGH A CENTRAL ANGLE OF 80'34'57" AN ARC DISTANCE OF 19.69 FEET; THENCE SOUTH 1'08'24" WEST, 1.30 FEET TO THE NORTH MARGIN OF 1ST STREET SOUTHWEST AS ESTABLISHED BY CITY OF AUBURN BY ORDINANCE NUMBER 196, JULY 3, 1912; THENCE SOUTH 0'43'52" WEST, 10,02 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT THE CENTER OF WHICH BEARS NORTH 29'38'36" WEST; THENCE SOUTHERLY AND WESTERLY ALONG SAID CURVE HAVING A RADIUS OF 29.00 FEET THROUGH A CENTRAL ANGLE OF 30'22'00" AN ARC DISTANCE OF 15,37 FEET TO A POINT 16 FEET NORTH, AS MEASURED PERPENDICULAR TO THE CENTERLINE OF 1ST STREET SOUTHWEST; THENCE PARALLEL TO AND 16 FEET NORTH AS SAID 1ST STREET SOUTHWEST NORTH 89'16'08" WEST, 142.19 FEET TO THE BEGINNING Of A TANGENT CURVE TO THE RIGHT THE CENTER OF WHICH BEARS NORTH 0'43'53" EAST; THENCE WESTERLY AND NORTHERLY ALONG SAID CURVE HAVING A RADIUS OF 21.00 FEET THROUGH A CENTRAL ANGLE OF 39'59'52" AN ARC DISTANCE OF 14,66 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE RIGHT THE CENTER OF WHICH BEARS NORTH 40'43'45" EAST; THENCE WESTERLY AND NORTHERLY ALONG SAID CURVE HAVING A RADIUS OF 12.12 FEET THROUGH A CENTRAL ANGLE OF 49'04'13" AN ARC DISTANCE OF 10.38 FEET TO THE SOUTHWEST CORNER OF THAT PORTION OF SAID 1ST STREET SOUTHWEST VACATED BY THE CITY OF AUBURN BY ORDINANCE NUMBER 196, JULY 3, 1912; THENCE NORTH 0'00'00"EAST, ALONG THE EAST MARGIN OF SAID "D" STREET SOUTHWEST, A DISTANCE OF 250.17 FEET TO THE POINT OF INTERSECTION OF THE EAST MARGIN OF "D" STREET SOUTHWEST WITH THE SOUTH MARGIN OF MAIN STREET WEST, SAID POINT ALSO KNOWN AS THE NORTHWEST CORNER OF THAT PORTION OF SAID "D" STREET SOUTHWEST VACATED BY THE CITY OF AUBURN APRIL 19, 1911. AND POINT OF BEGINNING; SITUATE IN THE CITY OF AUBURN, COUNTY OF KING, STATE OF WASHINGTON. CURVE TABLE NO. RADIUS ANGLE ARC DIST. Cl 26.50' 68' 31' 02" 31.69' C2 1070.50' 11' 20' 56" 212.04' C3 14,00' 80' 34' 57" 19.69' C4 29.00' 30' 22' 00" 15.37' C5 21.00' 39' 59' 52" 14.66' C6 12.12' 49' 04' 13" 10.38' UTILITY CONFLICT NOTE: 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 THE HORIZONTAL AND VERTICAL LOCATION' PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIEF AT LOCATIONS BY. OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS T1TL SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, cot THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. VICINITY MAPNTS NORTH 34 REQUIRED REQUIRED = EXISTING + (1 SPACE/500 ADDITIONAL S.F.) EXISTING PARKING SPACES = 27 AREA ADDED = (+ 9,030.7 S.F.) AREA REMOVED = (- 5,800.9 S.F.) AREA NET = (3,229.8 S.F.) REQUIRED = 27 + (3,229.8/500)= 34 PROPOSED = 34 SPACES TOTAL ACCESSIBLE REQUIRED = 2 ACCESSIBLE PROVIDED = 2 MAXIMUM COMPACT = 34 X (30%)= 10 MAX COMPACT PROVIDED = 7 LEGEND SHEET INDEX Cl SITE PLAN C2 TESC/DEMO PLAN C3 STORM & GRADING PLAN C4 WATER & SEWER PLAN, SECTIONS & DETAILS A-1 ARCH. SITE PLAN (INFORMATION ONLY) L-1 LANDSCAPE PLAN IR-1 IRRIGATION PLAN DESCRIPTION NEW DMING EX_ 12__ST STORM STORM SEWER D EX_ SANITARY SEWER S -SEWER_ WATER W EX__ 2" WATER AC PAVING CONCRETE PAVING; GRAVEL 0 LANDSCAPING SPOT ELEVATIONS xx.xx +xx.xX CONTOURS SO PARKING U5 STORM MANHOLE STORM CATCHBASIN ■ ❑ SANITARY SEWER MANHOLE p WATER VALVE H ca FIRE HYDRANT TELEPHONE MANHOLE TO POWER VAULT STREET LIGHT �-- �-- UTILITY POLE -* -�- WATER METER 1B ABBREVIATIONS BLC - BUILDING CORNER C - COMPACT CB - CATCH BASIN CL - CLASS CO - CLEAN OUT D - STORM DRAIN DDCV - DOUBLE DETECTOR CHECK VALVE DI - DUCTILE IRON DS - DOWNSPOUT D/W - DRIVEWAY EL - ELEVATION ESMT - EASEMENT EXG - EXISTING FD - FOUNDATION DRAIN FDC - FIRE DEPT. CONNECTION FF - FINISH FLOOR FH - FIRE HYDRANT FL - FLANGE JOINT HC - HANDICAP IE - INVERT ELEVATION LF - LINEAR FEET LS - LANDSCAPING RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. DATE: 7 2 3 16 L Tat:/ h. F . ( S s.p1, BY CITY: DATE: MH - MANHOLE MJ - MECHANICAL JOINT OH - OVERHEAD PL - PROPERTY LINE R - RADIUS RW - RIGHT-OF-WAY SS - SANITARY SEWER SO FT - SQUARE FEET S/W - SIDEWALK TC - TOP OF CURB TP - TEST PIT UNO - UNLESS NOTED OTHERWISE S - SOUTH W - WEST E - EAST N - NORTH NW - NORTHWEST SW - SOUTHWEST NE - NORTHEAST SE - SOUTHEAST W J AA PROJECT REF: F MI-0023 THESE PLANS ARE •AP PRMW FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEVI NG DIVISION'S REQUIREMENTS LP $'3 Approved By.� �- Date Approved: 8A Z2 1_ • � Z q Q f— js � W c0 W cy Q LiJ 0 0 o z vi V) s a ` � � v25 t- m 11PAP R� Y D' 9q aE WAs ' 18536 ,� I STE A L E DATE 5 /2/0 1 DRAWN CHECKED JD8 JOB N0. 99078,02 SHEET NO, c S:\99\99078.02\C1-078.dwg 1 Drafter Name: M. CORDICE I Plot Date: JUL 22 2002 13:28:36 1 Last Modified Date: JUL 22 2002 13:26:14 1 Submittal: REVISION 6 Q qo q 0101701 ILE-- -- -- __ 17 EXG SSMH 708-54 i EXG SDMH ' 4 RIM=71.98 �; RI�71.36 rV =7. E IE=s7.58 (N) 8" PVC R IE=69.04 (NE) ������ IE=71.4 (S) O01 EXG SSMH 708-5 + I� C� C91 IE-68.34 (E) REMOVE 2 TREES RETAIN 3 TREES " 1 ; A 68.44 �S " AIM= 4.37 1 EX 2 STORM --.may- ----------_.----------.------------- .-------------- } �-I EX 12 ROW CL DO NOT DAMAGE 1 ' iE 6 N 1 - - - - - ,� _ _ CIE-- � S) , X SDMH �l 71 A 1 71.Q8 SAW . & REMOVE 4 71, 72.84 - - - --+-- 74.4 i 741-.4`:� RIM=7 I EXG Ct 15 LFt 73.12 73.61 1 1 1 C4 j, - - j 74.1W IE=7119 -( �„� , 4.3 7 1 �.24 ® �i , MAIN STREET WEST o EXG CBI r- 1 RIM=71.36 IE=69.56 (W) 37L52 �r r-/ IE=68.96 (N) 2" CONL'I12./ / / /1. / / / /�1(�/ ?13 Er' I I F/ F F F F �- 4 71, , ..(?2'- 70 ;1 �7,, ' --- - 7' 17 :.9 =7 I ' 71.i6 i r MO EX DE LK EXG SSMH 72,1 ? 2 VEW LF 2.7 , % I v); F T I, °t_ 1 M, , E NG SP T P KIN LOT 71.` II 3 1 ROW CL w W I i1 N f I w W /IA. r - - -- - - - - - J Ii iLj �-' /-� -7-7-7 T T T T /- 77/7 I REMOVE EAG i // DRIVEWAY 71% ; w I /-1_� // /R&O // / / I ,E���///////////////// / I SAWCUT & REMOVE EXG CURB & GUTTER 27 LFt za� REMOVE EXG PAVING----' , FOR INSTALLATION .R ' 72., 73 - 7 . 6 I AEM AL /4.01 OF NEW STORM P �.67 DRAIN LINES t.79 r� I EXISTING ' 1 W 73.36 73.2Z 7 3,� STORE 72 Id 72.81 REMOVE EXG 3 =7 . ' 77_.:_ )77_.42 UTILITIES I 7� TO REMAIN V-DITCH DTL 1/C2 ' :zi I.�yI x 72.r' FILTER FENCE 0 0.3% ' <t i ' a PER COA STD DTL DEV-6 I a � m j Ix W I W t x �-V-DITCH PER DTL 1/C2 @ 0.5% i , -�- -___-- + EMOVE EXG ' FENCES w + N89' 16'08"W 3 46 t - - - - - - 1 (n i 77` 1; , 72.15111 W 2.64 tT4 �9 - 1 __ _ _ XISTING LOT LINES REMO D VTL ITCC2BY 1 ' i 7.29 -O 7 . " 72.13 LOT LINE ADJV,,5,TVENT ' ' 72.36 i 7L, 30 LF 8" Of V-DITCH I 0.5% DTL 1/C2 ; � ;2 � 1 I @ 1.57% 50'o0000o CONSTRUCT °°°ONT , 3.0,^ I C4 1 1 'X ' !'° COA ST DT ' I 3EXG DRIVEWAY - I ; 7,3.120TO IJ-A REMAIN ' � 722� N89� 6pO _x _x E=7Q�,1°0000" .20 X_ h.. I EXG CB I `rf IE 7 .6 ' XISOv G H PAI IRIM= 73.10 i 72.84 j IE=68.52 12" 1 c, 8 85 8" E 4.(Ji5 I I''LL-' I 1:';.977i.�1.3 a ' L-_J L --------n I il4 1 I I / 1.,1� i XG 8"I (VE NO ! )1 I ... / ,- // 1 I I I R 1 7� 16 I / I LEXG {8 TORM 1 '4.;,1 { I R I { iC / Iv' I I x I I ' / R I i,., I �N�Y ONLY I I/ W 14.48. Iu , r�/4/v I Y� I I I I I � 1 �J % / / / ] I I I '4.81 I 74. 9 I %4 .' �T4.4 5 I 1 I 7'6 36 I 11 I I Q ' { I 1 I I 1 I 11 1 1 1' V �I I CIO U.16 c� 1 p , in 2 4� 17 I 1 I 74. 81 73, , �p 75 Cct L J..6 I , 2 I 7 .c2 ,/ 47di'i 3 'i N4.04 1 I I I I -6 . E. (N W) 1 I I IE=71.5 ' W SEDIMENT TRAP DTL 2/C2 0 ' TOP 73.5 0' N BOTTOM 70.0 '" ; EXG SSMH 808-16 , � o 9 RIM=72.37 + t k I IE=68.46 , ' W REMOVE EXG SIDEWALKS 73.75 3.89 I , %2487 & DRIVEWAYS I I I F F + 7r I ► - F - F - F - F - F - F ----+'-.ti. _ F F � TT ? %ITT 7, % 77 72.72' �.0 7' i ;'1 O R L 7 �'�� �: ITT 72 1 , 3 , 73.56 I i S89'1 08"E / - -- 1 �� -- - - - _-L I cy 7 r - d - R 1 1� 8 tI 7:0 : ' , .3 0 11.@% . EXG 8" WATER7-,,-7,109 - 4.0f. (TEMP. PIPE) _ _ 1ST STREET S.W. (TYNDA E --T-- _--7___ 72.77 � �� - - 1' SAWCUT & REMOVE J L4 4 T_ 77,31 3 ; 74 EXG CURB 180 LFf C4 ROWICL EXG CB � _ - - - EXG 24" STORM RIM=72.44 �.; - - --------------------------a----------- -- --------- -------�.; IE=68.42 12" S.& N. REMOVE EXG WHEELCHAIR RAMP L EXG 24" __ __ __ STORM - - - - - - - l--'- - I TESUDEM0 PLAN - 'I 20' NORTH ROWI CL +,3 '3 I I �' I:•!6 71E,3 EX CB 7 .715 74...11 � 74._,6 RI =73.33 I " I r ; I EXG 8" SS I IE 71.83 (NW) 6 PVC I I 1 + EXG SSM 808-50 RIM 74. ?,r4 I I ,x ' IE' 0.6 (S) I � I t I �4.49 74,05 I iT.t: n 39 I I t 74 3 I I I 3 x 4 75.0±��5.�174.r8 I r ------------------�-� --1- 1 FILTER FEN& _ _ 2 COA STD ( ',F' TL DEV-6 I�.6�. 1r � _ _T _ 90 1{ I 1 X DEWALK, CURB I 1 TER TO REMAIN------� ' 74.64 4.91 - I , I 1 74.94 I , 7., 7 1.9 1 { 76.86 CONSTRUCTION SEQUENCE 1. SUBMIT A HAUL ROUTE TO THE CITY OF AUBURN FOR EARTHWORK ACTIVITIES. PROVIDE THE CITY WITH THE LOCATION OF DISPOSAL SITE FOR DEMOLITION MATERIAL. 2. SCHEDULE AND ATTEND A PRE -CONSTRUCTION MEETING WITH THE CITY OF AUBURN OFFICIALS. 3. ESTABLISH THE CLEARING AND GRADING LIMITS. 4. CONSTRUCT THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, FILTER FABRIC FENCE, SEDIMENT TRAP AND V-DITCH. 5. BEGIN DEMOLITION AND REMOVAL OF EXISTING STRUCTURES AND PAVEMENT. 6. BEGIN GRADING AND CONSTRUCTION OF BUILDINGS, UTILITIES AND PAVING. 7. REVEGETATE ALL SLOPES AND DISTURBED AREAS AS SPECIFIED BY THE "REQUIREMENTS FOR EXPOSED SOIL STABILIZATION". 8. PROTECT ALL NEW CATCH BASIN INLETS PER AUBURN STD. DTL. DEV-7 AS STORM DRAINAGE INSTALLATION PROGRESSES. 9. CONTRACTOR SHALL WATER THE SITE TO REDUCE DUST EMISSIONS, AND SWEEP PUBLIC STREETS THAT BECOME SOILED DURING CONSTRUCTION. 10. REMOVE ALL TESL MEASURES, ONLY AS APPROVED BY THE CITY OF AUBURN AND THE ARCHITECT UPON SUBSTANTIAL COMPLETION OF SOIL STABILIZATION, INCLUDING BUT NOT LIMITED TO, MULCHING OF LANDSCAPE AREAS, AND CONSTRUCTION OF BUILDINGS, PAVING, AND WALKS. 11. WORK WITHIN RIGHT OF WAY SHALL BE LIMITED TO 30 DAYS. NOTES: 1. PROVIDE 8" DI CULVERT AT ANY V-DITCH CROSSING. 2Q 2. THIS PIPE IS TO BE INSTALLED BY THE CITY OF AUBURN'S CONTRACTOR. ( 10 LF 8" D.I., IE 71.50 AT WEST END). IF THIS PROJECT PROCEEDS PRIOR TO THE CITIES "C" STREET PROJECT THEN RETAIN EXISTING DRAINAGE PATHS UNTIL THE PIPE IS INSTALLED. DITCH LOCATION & SLOPE PER PLAN 1 � w 2 MAX. SLOPE V-DITCH \IIC2 N.T.S. TOP DIMENSION PER PLAN = 23' MIN, OVERFL TtZU C REQUIREMENTS FOR EXPOSED SOIL STABILIZATION 1. SEASONAL REQUIREMENTS: DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE OR EXCEPTED IN THE FIELD WHEN IN THE JUDGEMENT OF THE BUILDING OFFICIAL OR THE OFFICIAL'S REPRESENTATIVE, SUCH SCHEDULE IS NOT WARRANTED: FROM APRIL 2 TO SEPTEMBER 30 , 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. FROM OCTOBER 1 TO APRIL 1, ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED 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. 2. STABILIZATION METHOD: HYDROSEEDING & MULCHING A. TIME OF PLANTING - DURING THE TIME PERIOD BETWEEN APRIL 1 THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31. (NOTE: IF PLANTING BETWEEN JULY 1 AND AUGUST 31, IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN NOVEMBER 1 AND MARCH 31, MULCHING WILL BE REQUIRED IMMEDIATELY AFTER PLANTING.) B. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT NOT COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING SURFACE ROUGHENING. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT ANGLES TO THE SLOPE AND PREFERABLE "CAT WALKED" UP SLOPE. C. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST USE NON -PHOSPHOROUS FERTILIZER. D. SEEDING - APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED BED AT A RATE OF 120 LBS/ACRE: PROPORTIONS PERCENT PERCENT NAME BY WEIGHT PURITY GERMINATION REDTOP(AGROSTIS ALBA) 10% 92 90 ANNUAL RYE (LOLIUM MULTIFLOR UM) 40% 98 90 CHEWWNGS FESQUE 40% 97 80 (RESTUCA RUBRA COMMUTATA) (JAMESTOWN,BANNER,SHADOW OR KOKET) WHITE DUTCH CLOVER 10% 96 90 (TRIFOLIUM REPENS) E. "HYDROSEEDING" APPLICATIONS WITH APPROVED SEED -MULCH - FERTILIZER MIXTURES MAY ALSO BE USED. F. MAINTENANCE - SEEDING SHOULD BE SUPPLIED WITH ADEQUATE MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. INADEQUATE AMOUNTS OF WATR MAY BE MORE HARMFUL THAN NO WATER. 4' MINIMUM E� -EL 72.5 NOTE: 1 1 r-1 ' " , - ,1 i�i , i 1, . TRAP MAY BE FORMED BY BERM OR BY -� !I 3/4" - 1 1/2" WASHED E0' PARTIAL OR COMPLETE EXCAVATION, �; GRAVEL 0 OVERFLOW ONLY EL 70.0' 2a SEDIMENT TRAP CROSS-SECTION C2 J N.T.S. UTILITY CONFLICT NOTE: 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 THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL 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 RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 2" - 4" ROCK 0 OVERFLOW ONLY 6' MINIMUM r-I 1' MINIMUM DEPTH OVERFLOW SPILLWAY MIN. 1' DEPTH NATIVE SOIL, OR , , I,I< 2" - 4" ROCK COMPACTED BACKFILL - ITT q GEOTEXTILE 111 1-T T_-�� MIN. 1' DEPTH 3/4" - 1 1 /2" WASHED GRAVEL 2b OVERFLOW CROSS SECTION 8" DI IE= 70.5 C2 N.T.S. & Q RECORD DRAWING CERTIFlCATION PROJECT REF: FAC01-0023 THESE DRAWINGS CONFORM TO THE THESE PLANS ARE "APPROVED" FOR CONTRACTOR'S CONSTRUCTION RE /1131 CONFIRMED DAM CONFORMANCE NTH THE CITY OF rwoumd ENGINEERING DIVA 1'S REQUIREMENTS CP 8.3. Approved BX iZ2 w - - S-A Date Approved 0 Q r n oci J " a CV 1 W Un W luul W br` V) Ln z 0 z Q ' F W m 86 LIJ V) w J � 00 -5 M Ljj 0 �t U Q... V) W F- � cC-4L~S h h i s t 4 t WAS DATE 5/2/01 DRAWN M.C. CHECKED J.D.B. JOB NO. 99078.02 SHEET NO. C2 S:\99\99078.02\C2-078.dwag I Drafter Name: M. CORDICE I Plot Date: JUL 24 2001 10:52:55 1 Last Modified Date: JUL 24 2001 10:48:06 1 Submittal: REVISION 3 ?F " 06-7 2 or 7 ©X D170 f I � I � - - -ROW CL ------------ I'kj --------------------- ---------- -I 4. 5 4 49 ,.RA 74,60 4' 74.3.' ca MAIN STREET WEST -� i W 71 21 1,52 1°., i i1.7 _ t_ < r {.1.)'.?.? n �3.1i'i l•`1i�.(i6 ';I.ii'4:. I� ; 81'< 71.�16'��9 -� 73.0 ,� '- -j - I ,, .:,. Nr 2.�8 ; JI) 7 .40 7 83 f ; F, r i3 1 ' „ G Ca ♦ 1. ...+ { 1. h. "X�� 1 12 1 7 J90 TYPE 1 CB )2 TYPE 1 CB g14 ' r,(� i i�-' i ;7z,97�x a1�' a 1 A y I I >? 71 % I RIM= 73.17 t� RIM = 73.80 '------_ -� - i I I 73.6 EXG CB 71.74 I , E F TYP 52 IE= 71.17 IE = 71.58 ' %' �`'=' 7 I I i.';.a 7 .00 33;l.as ' I ' RIM = 13 0 ?4. 2 j 1' IE= 71.4 8" Edo W I II G t.86 CONNECT EXG DOWNSPOUTS • ' , 3 I 1 - -p� ROW CL I 1 TYPE 1 CB 9 AND ROOF DRAINS FROM ,4 7G T" _t - 11 � I 2 74 %; . , , RIM= 72.57 EXG BLDG TO CB'S �' , STU E NO Fr 1 I IE= 7 .97 >4 75 ;.. #:.Z II 10,11 and 1�12 WITH 3,, 4,. --a�H -�� 2-E -�--- --- ,<, II I 31 6 %' '' �. 6" DI 0 1.0 % MIN I I I5 73.40 oQ 13.50 I J ' ' 30 3.07 6 72.90 I 73.11 TYPE -1 CB 13 i I --� 431. RIM 730 I 1 8" D 10 0. ;�, EXG CB I ( = (PROVIDE D I I FIEL 1VERIfN L NGTH RIM = 7 .46 I 29 �(PROVIDE DOWN-TIIRNF" ' .,,a i I I 1 " 1 J.%20 I IE= 71.7 8 W RIDGE ELBOW ON OUTLE PiPE).ON�Y I �J I ONLY I i icy i I 4 i� 28 6 0u '7 . b4 73.40 ' W I ' ' I XG CB �s3 1 1 1 7 o TYPE 1 CB 11 I I w E= 71.71 12" N do S 1 1 1 R RIM= 73.25 6 PVC 1 O° IE= 76.95 Q6 SDR21 I 1 0-- 31 L (10 1.0%T 1 x.! 73 0I I I ----------�- 7 �, ,44 73.0 25 7U.38 73,7e -• 74B D.S. 74 ;..y I i d.11 I ' o �V O y _ , 144 I� r Ln �73.40 i I '.3r; l icL ,_;0 72.901 1M,;,�,,EXISTING I I ,I I t4 7 .36 73,25 7.: ,(:15 1 I I i= ' STORE I o ct I 73."" cr_,jl N , i I y h 1 2 4 I (1 cv i r... TO REMAIN ,' „ I RIDGE N _ �„ I I �'i;.;11 EXG CB FFE=73.5 I Q I i 10 3.'4 x I i I V) i 1M = 73 7 Z i 1 PE--T-CB 8 co i w I I , I IE= 71.9 12 N '` i l RIM= 16 oA TYPE 1 CB 10 �' i 1 I I w 1 ' IE- 7066 11 g o o I RIM= 73.16A6 I m I 5 LF- 8" DI "' ®' I IE=70.91 CONNECT DOWNSPOUTS TO I j 73. 21 1- 12 --o CB'S W/ 6" DI 0 1.0 X, TYP N I ' ------ TYPE 1 CB A� •7 .-• 73. 0 1 _ SOLID LID 13 I D.S. C.O. D. II ' Ia t 1 j�74' I 70 6 7 .90 f z .40 � 73.40 D.S. 41 4 3.�,1 ;.5) 1 I + .1 -- t. 14 ./'� 73.5 73.5 r 3 74.1f.47, y r �' 1 Ii3.9 7 `1� 73.5 I 1 - J ' , - 3 R\a�E 73.5 D.S. ..._ .. 2 I I ,0 72.90 \ , 7 SURKICE PONDING :�.7 , ! „�1;' 7 72i29 ' - - - LIMITSLEV. 72.41, TYP NEW ,1' t. (---- I I ly I o 12. u2 (14 YR. DES, STORM) -BUILDING 5 ROW CL ' I I a , u I /� h .., 1 ' 1j C. I OVERFLOW !dl" ��, TYPE 1 GB I 'iM= 72.19 6 FFE= 73.5 r -'7 LOCATION I 72.49) -tom- ® R A N N IE..\9.94 (MATCH EXG) 73.5 I r� I , N < z 7 /6 7A,6(1 I ,,;} ;t6 � �I� 73.1 2 i:i I 72.2 `' CO. I I I I CB ' , °� " RIDGE / TYPE 1 CB 6 RIM= 73.10 ' 1 79.84 1 IE=68.52 12" S. 1 7 .58 I RIDGE � 6 � 72.60 `� TYPE 1 CB 4 1 l ! , i I N 73.50 31ii `� RIM= 2.55 1 1 n I SOLID LID Q`� ( I70.30` 1 '}` IE=68.85 8 E. (NEW) I I TYPE 1 CB 15 `'' I I IE= Q 0 72.60 RIM= 73.42 c, I 1 1 ' IE= 69.8 RIM= 73.33Q L_ J I I I 1 7 .50 TYPE'`1 C�2 6 , I f IE= 71.57 72.5 1 - - - - - - - RIM= 7�:15 73.50 CONNECT TO OWS � o yF I I ' I IE= 69.55 RIDGE 5 LF 8" 6 LF 8" 0 13.5 PER SHT. C4I.'., a 1 6QPVC SDR3 18 LF 8" ___;._ .. __-._. __ .._ _ ! ,. ? r 72.8 I PVC SDR35 , 0-0.40% 0 5.6% J PVC SDR21 D.S. .� 72.50 6 0 0.45% D.S. -� 6:, \ 74 6 Z. 7.7 7 .50 i i �,�sp if 8 73' . 73.5 - 71 ' I - N 74.2 3 / ' 0p + J. J. f 3.ua. i. 1. I. �.7..:J • r r� .' �JfC ._.. S,. 3 t cy rf1�� , DE I TR(?L 6 f LF 8" PVC 2 75.63 -W ¢ 00.27 7:�.613. >3 STRUCTURE�74.02 74. 6,6 4 UP , DTL 1 /C3 S89' 1 08"E 6 ..,. 3.3 SOLD 1LID6 5.21 -- -- ---- ------------------ -- -------------- - ---------- -- -- ---- - -------- -- -- --1- t4. M= -73.�8 I .I. , �'C _, Q... 4 IE- 69.93® �, t4 .,,' 6 WATE PTOUALIR 73.42 �, t' 1 , ` � � 3.03 ;TOR PTOR 6 � A 1 ST STREET S.W. (TYNDA E E. .n. I 28 LF 8" PVC Z�'E I CB1 ROW. CL 7 1.h4 11.n TY ,. Txi _1 I� SDR35®0.619: ; SOLID LID ' 1 I ' R1M 72.44 7 EXG CB `;-----------------------------------®tEM=-69-. 5- $"-N )--------------- -a------„ I -----� IE=68.42 12" S,& N. ,� IE = 69.10 �8" W) I 7`1(34 91 I -- -- -- -- -- -- -- -- --•-� - -- -- -- -- -- 1 74.9% a 76,86 NOTE: COORDINATE WITH ca I I 1 , CITY OF AUBURN STREET IMPROVEMENT PROJECT STORM & GRADING PLAN 1 = 20 NORTH S:\99\99078.02\C3-078.dwg 1 Drafter Nome: M. CORDICE I Plot Date: JUL 23 2002 10:22:02 1 Last Modified Dote: JUL 23 2002 10:06:54 1 Submittal: REVISION 6 25 YR, -� WSE= 72.40 100 YR WSE=72.41 2 YR. WSE=72.38 RELEASE RATES DESIGN STORM Q (CFS) 50% OF 2 YR. 0.04 10 YR. 0.14 25 YR. 0.16 100 YR. 0.19 10 YR. WSE= 72.39 8n Z� EL. 72.32 0 CENTER OF 3.63" 0 ORIFICE STANDARD GALVANIZED STEEL LADDER/STEPS 1 MULT C3 6" EARTH WORK QUANTITIES FILL = 20 CY CUT = 30 CY QUANTITIES ARE ESTIMATES ONLY AND SHOULD NOT BE USED FOR BIDDING PURPOSES ROUND SOLID COVER MARKED "DRAIN" `ADJUSTMENT BRICK (4 MIN, 12" MAX) /- OFFSET TOP SLAB / 8" CAP, RUBBER GASKET SEf �ttf�PQRTS 8" OUTLET \_IE 69.44A A.C. OR G.P.K. MANHOLE ADAPTER 8" PVC TEE RUBBER GASKET JOINTS (REMOVABLE) RUBBER GASKET PLUG W/ ORIFICE HOLE 0.50"0 ELEV. 68.80 UCTURE STORMCEPTOR COVER AND GRATE �--- 32 0 GRADE ADJUSTERS TO SUIT FINISHED GRADE 1 as 8.. 71 eo L 72"0 VARIES - - - STORMCEPTOR INSERT Q 8" PVC 69.67 INLET WEIR 69.07 6"0 <2 2p ..•I- ORIFICE PLATE IE=69.12 �'11 L DROP TEE INLET PIPE 9.1' MIN A 8" a $„ a c 0 CTION T '0 GROUNDWATER HGL IS f 20' BELOW EXISTING GRADE NOTES: 1. STRUCTURE SHALL BE TYPE II-48"0 MIN. 2. OUTLET CAPACITY: MAXIMUM DEVELOPED DESIGN FLOW. 3. PROVIDE AT LEAST ONE 3"x.090 GAGE STAINLESS STEEL SUPPORT BRACKET WITH TURNBUCKLE ANCHORED TO CONCRETE WALL (MAX 3'-0" VERTICAL SPACING). 4, ROTATE OFFSET LID OVER ORIFICE TEE WHEN LESS THAN 3' OF COVER. INCREASE MH SIZE OR CASTING OPENING AS NECESSARY. 5. PIPE SIZES AND CONFIGURATION MAY REQUIRE A LARGER SIZE STRUCTURE. 6. THE OUTLET PIPE SHALL BE A MIN OF 8" I nnnrp DI1tir_ RIM= 73Q.97 2 5" 6"0 VENT PIPE 7" 18" 16" IE=69.02 24"0 DROP OUTLET PIPE 8" PVC OUTLET n d. a,a a a. a NOTE: 1. THE USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED AT THE INLET AND OUTLET WHERE APPLICABLE. 2. THE COVER SHOULD BE POSITIONED OVER THE OUTLET DROP PIPE AND THE VENT PIPE. 3. THIS IS A GENERAL ARRANGEMENT DRAWING CONSULT LOCAL REPRESENTATIVE FOR SPECIAL CONDITIONS. 2 STORMCEP TOR(STC1800 C3 NTS UTILITY CONFLICT NOTE: 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 THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL 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 RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. a A a RECORD DRAWN CERTIfOTION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRMItNI RECORDS. BY, DINE: OV/ TITLE/ tT P, E I f> s3 4, CONFIRMED BY CITY: DATE: T PLAN VIEW SEE NO'i E # 1 I I L a VARIABI E -MA. a RUBBER GASKET PER ASTM C 443 OUTLET CONNECTION DETAIL 4" TO 6" (- OVERLAP ENLARGED INLET TEE DROP PIPE O V 4 o � U a � F- 0 = 0 d Z d Q CAP Q -� � Ill N 0 Iuu1 Z z° >. W 3 h FZ--. g oao' (0°� N TOP OF RISER DETAIL z 3 y �rMv N.T.S. !ACCESS U rn -0 ¢ Z $" OUTLET U m --� 'Q w 8" INLET _..� W Z m Or z 86 ..,,�� I- (/ Lai 3.1 00 O o V Z Q Q 8 L d I" w COO w N 0 0 EVIRES 5/09/20c PROJECT REF: DATE 5/2/01 THESE RIM ARE "APPROVED" FOR DRAWN M.C. CIM MMIX WITH THE = OF AUMN DIGNE OIViSfON'S MQUSiEMM CP..e-3-o1' ' CHECKED J.B.D. c� Ap ftW Oy, n_0.._v-L .J JOB NO. 99078.02 Dote Approvo& ld SHEET NO. rr C3 4 490S Of i7-Nt I v EXG SSMH 708-54 i RIM= 71.98 ' IE=67.58 (N) 8" PVC ' 0Oi t_ EXG 9SMH 708-5 :-= = 4.37 -------------------X=6 �_I I I I I I I t MAIN STREET WEST I LIM I I I I � -� ❑ II � � I I I'r I I I - -- - 187.83 r- - --,- • � x x �•• n1 i I 11` j IA EXG SSMH Ln I n I, ---_- --- x, I EXG FHI `�'I i E F TYP2 CROSSING J I 1 , ao' 33 v 5 IE STORM = 71.5 I 2 I , w��_ g I I TOP WATER = 70.0 NEW I I 1 1 I I_ I 3 II o x ; Q FDC I o� ?-----{� G o I I I II � , 1 32 ( i7l..-_._.__:,,I PIPE TO FDC I I t 14 ;` BY FIRE SPRINKLER I I i EXG;8" - U_ 0--a--- ,--- ' 1 ( DESIGNER 31 � I I I �, I I b 5 11 w x' r I I I ' Q 30 L 0 CAN PY ! I I I j ,6 NEW SPRINKLER RISER x W/DDCVA I I I I 1 J I ': �~ I W 29 w �' I! Imo' I I >< I to I W 28 34 j ; CONTRACTOR SHALL LOCATE I EXG SS SERVICE TO EXG RfSTROOMS. DISCONNECT PLUMBING FROM EXG ' I 4 LFj 6 'IRELINE I I , , 27 `� ; ' RESTROOMS. CONNECT NEW PLUMBING i f,, I FOR NEW RESTROOMS TO EXG SS 26 V `v 35 x ' SERVICE. �-----------�- x j ` I I ' i t 25 7 0 IC I �.__...... _....._.------- ' . EXISTING I ' ;I', SEASONAL STORE � _ I 24 'x SALJES TO REMAIN I� I I 1 x Z i i 23 ; 10 i i I I V Wit. Z i I I Q i 22 x r'' ' I 5 CROSSING i iod I m ' i I 11 ;' IE STORM = 71.6 I I If I 68, f I K TOP WATER = 70.2 MAX .. ,k- , 12 T (LOWER WATER LINE AS REQUIRED ' V) ' _ i _JEX_ 6" C. I ~ ; I TO AVOID CONFLICT W/ OTHER .0 20 x UTILITIES) I 13 ' 14 x 0 _ EXG EXG 1" WATER MET R. RE -USE FOR IRRIGATION METER , I -`i-I CROSSING 1 RIM= 72.37 IE=68.46 1 t n I I I 1 OUTLET IE 71 I I I o--fix x x x c: 12 LF 6" PV TY I RII I ....... _...._ ._. _.!.__ ___.____i�____..._..__.. ; = " 0 j�, SDR 21 @ 1.0 IE •°E1 I 1 `SO,p s41 PF _.. IE 70.82 r 6 '`G V <I C.0 ' 4. C J I x — - � S89' 16'08"E --- 1 C I 1; r EXG 8" WATER 1ST STREET S.W. (TYNDA 1� r' EXG _ _ 24" STORM ---- ----------------------------------- a------- I—EXG 24" STORM t CROSSING SCHEDULE CROSSING NO. UPPER PIPE LOWER PIPE 1 IE STORM 70.43 TOP SANITARY 69.93 (SEE DTL 5/C4) 2A WATER & SEWER PLAN �a� 20' NORTH LL COORDIjJATE NEW FIRE NE VNED AND, MAINTAIN LOWER I SSARY 1 GRADE 1" DOWN EXTRUDED CONC. CURB FROM TOP OF I CURB. 3" CLASS "B" 1/2" 1/�- 1 _ A.C. PAVING II - -III-III-III-III-III: SLOPE �N - -III III Itl ROVIDE 1'-0" LEVEL �- 6 AREA WHERE GRADE °---------- SLOPES DOWNWARD OUTSIDE pe.OF PAVING Old 4 -- h MINU5 CRUSHED ROCK 6" CLASS "A" FILL (ALTERNATE: 3" ATB) SUB -BASE, SEE NOTE SUB -BASE tPACT11ON PROCEDINE 1. EXCAVATE TO THE ELEVATION OF THE BOTTOM OF THE CRUSHED ROCK. 2. COMPACT EXISTING SOIL TO 95% MIN. 3. PROOF -ROLL THE EXISTING SOIL TO VERIFY A MINIMUM CBR OF 10. 4, ANY SOFT SPOTS ENCOUNTERED SHALL BE OVER -EXCAVATED AT LEAST 12 INCHES. FILL THE EXCAVATION WITH CLASS 'A' GRAVEL (LESS THAN 5% FINES), COMPACT THE FILL TO 95% MINIMUM. 5. PROOF -ROLL THE FILLED SOFT SPOTS TO VERIFY A MINIMUM CBR OF 10. NEW 8" STORM ETHA FOAM 220 NEW 6" SANITARY SIDE SEWER koL C4 I NTS 1 ST. ST. Cl 76 r- A I I ND PAV UTILITY CONFLICT NOTE: 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 THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL 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 RUPERT ENGINEERING, INC. TC RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. A.C. PAVING — WHERE OCCURS 1 +00 3 SECTION C4 1"=20'H 1"= 2'V 1+00 4 SECTION C4 1" = 20' H 1" = 2' V 5V2" CONC WALKWAY - EXPANSION JOINT (20' o.c.) EXP JOINT MATERIAL DUMMY JOINT (10' o.c.) WHERE WALL OCCURS V4" CHAMFER Y4 : 12 SLOPE Ir VARIES a ° a ° 4 C Q G � a° (2) i}`4 CONT. 12" MIN. CLASS "A" FILL 6" COMPACT TO 95% - - CONCRETE SHALL HAVE 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI AND 5% AIR ENTRAINMENT - REINFORCING SHALL BE PER ASTM A-615, GRADE 60 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. I ,. 2 CONCRETE WALKWAY C4 NTS 76 STREET 74 72 70 •: A 0 PROJECT REF: FACO1-� THESE PUNS ARE 'APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERMIG DIVISION'S REQUIREMENTS C.P 8-3-01 Applvm By.040v�__� Lza' Dote AMvied ed VJJO 0 Q o � U cr► � N oc� 0 b Z Q U I � w �1 Z Z o W ; t Z 00 z C N O LLJ 6 Z) Z) m Z Q F— LAJ M :D Z (r < ctd W J 00 5� to O F_ 1171000 W C�d V) cn 8d Z O Of ~ L jJ w F J Q L.LJ w V) N I O O O O G704 � n �.c" D. q DATE 5/2/01 DRAWN M.C. CHECKED ,1DB JOB NO. 99078.02 SHEET NO. S:\99\99078.02\C4-078.dwg Drafter Name: M. CORDICE I Plot Date: JUL 22 2002 15:16:36 1 Lost Modified Dote: JUL 22 2002 15:09:05 1 Submittal: REVISION 6 @ 1999 All rights reserved. No part of this document may he reproduced, in any form or by any means, without permission in writting from The Keimig Associates. LIST OF ABBREVIATIONS CONSULTANTS INDEX TO DRAWINGS PROJECT DATA Ot,U�IER / TENANT- ARCHITECTt1RAL PROJECT LOCATION: AF.F. ABOVE FINISH FLOOR MAT. MATERIAL A-1 SITE PLAN 4 308 West Main Street CENTERLINE MAX. MAXIMUN Auburn Lawn 4 Garden VICINITY MAP Auburn, WA 90,001 CAB. CABINET MIN. MINIMUM Jack Jones (Penny Pride Investments) A-2 DEMOLITION PLAN CANT. CANTILEVER N.T.S. NOT TO SCALE 308 West Main Street A-3 MAIN FLOOR PLAN APPLICABLE CODES: GONG CONCRETE o.c. ON CENTER Auburn, WA 98001 A-4 UPPER FLOOR PLAN 4 I1391 U.B.G. AND STANDARDS WITH CONT. CONTINUOUS PLWD PLYWOOD (253) 833-0810 BUILDING SECTIONS WASH, STATE-WIDE AMENDMENTS CPT, CARPET P.T. PRESSURE TREATED A-5 ELEVATIONS DIA. DIAMETER RAE). RADIUS ARCHITECT: A-6 BUILDING 4 WALL SECTIONS ZONE: C-3 HEAVY COMMERCIAL DF. DOUGLAS FIR RM. ROOM The Keimig Associates A-1 REFLECTIVE CEILING PLAN, SETBACKS: EQ. EQUAL S.F. SQUARE FEET 216 A Street N.W. DOOR SCHEDULE, QUARTER FRONT: 20 FEET EXIST, EXISTING SQ. SQUARE Auburn, WA 98001 PLAN 4 TOILET ELEVATION SIDE, INTERIOR: NONE REQUIRED EXT. EXTERIOR 54V STAIN AND vARNISH (253) 9A-8 ELECTRICAL LAYOUT PLAN 39-3232 SIDE, STREET: 15 FEET F.D. FLOOR DRAIN TEMP. TEMPERED Fax: (253) 135-1309 STRUCTURAL REAR: NONE REQUIRED GALV. GALVANIZED TYP. TYPICAL CIVIL AND STRUCTURAL ENGINEER: s-1 FOUNDATION PLAN 4 GWB GYPSUM WALL BOARD U.B.G. UNIFORM BUILDING CODE SITE INFORMATION: GALv. GALVANIZED VB. VAPOR BARRIER Rupert Engineeing, Inc. UPPER FRAMING PLAN TOTAL SITE AREA = 53,153.4 e.f. (1.22 ac.) H.F. HEM FIR VCT VINYL COMPOSITION TILES 1519 West valley Highway North, Suite 101 5-2 ROOF FRAMING PLAN 4 DETAILS HR. HOUR VSG VINYL SHEET GOODS Auburn, WA 98011 CIVIL IMPERVIOUS AREA=48,655.2 5T. INSUL. INSULATION W.G. WATER CLOSET (253) 833-1116 PERCENT IMPERVIOUS = LANDSCAPE ARCHITECT C-2 TESL DEMO PLAN (41,013.9 sS. / 53,153.4 sT.) = 91.5% Eagle Design C-3 STORM 4 GRADING PLAN ASSESSOR PARCEL NUMBER: 26001 NE 21th Drive C-4 WATER 4 SEWER PLAN 554130-0015 Redmond, WA 98053 SECTIONS 4 DETAILS - (425) 898-8833 LANDSCAPE L-I LANDSCAPE PLAN IR-I IRRIGATION PLAN OCCUPANCY: �1ILDINC: (EXISTING) (NEW) M (Retail) = 9,65.8 s.F. TOTAL AREA = 19,131 s F. 19,131 B.F. 5-3 (Shop) = 1,636.4 s.f. Retail = 9,246 s.f. 8,839 s.F. S-1 (Warehouse) = 2,265.5 s.f. Office = 2,321 s.f. 2,864 s.f. B (Office) = 2,640.4 s.F. Parts = 960 s.F. 833 6.F. Write Up = 144 s.f. 298 s.f. OCCt1PANT LOADS Shop = 3,040 s.F, Dry Storage = 3,420 s.f. 1,636 s.f. 1,560 ST, MAXIMUM OCCUPANCY = 354 Exterior Seasonal Display = 12210 s.F. 6,468.2 s.f. Occ. Load (Retail) = 9,65.8/30 = 3062 Drop OFF Yard = 4,900 s.F. 5,216 s.f. Occ. Load (Shop) = 1,636.4/100 = 16.4 Parking = 13,200 s.F. 14,034 s.f. Occ. Load (Warehouse) = 2,265.5/500 = 4.5 Occ. Load (OFFice) = 2,640.4/100 = 264 ZINC = 34 Required REQUIRED = Existing + ll space/500 additional 5.0 BUILDING: (2 STORY) Existing Parking Area = 13,200 s.f. TOTAL AREA = 16,269,4 s.f. Existing Parking Spaces = 21 Main Floor Area = 14,641.9 s.f. Area Added = (+ 9,030.1 s.f.) Upper Floor Area = 1,011.8 s.f. Area Removed = (- 5,800.9 s.F.) Upper Storage = 235.6 s.f. Area Net = 3,229.8 s.F. Exterior Seasonal = 6,468.2 s.f. Required = 21 + (3,229.8/500) = 34 Display PROPOSED = 35 STALLS TOTAL CONSTRt1CTION TYPE: 7-N Accessible required = 2 FULLY SPRINKLED Accessible provided = 2 Maximum Compact = 35 x (30%)= 10 max Compact Provided = 1 LEGAL DESCRIPTION THAT PORTION OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF SECTION 13, TOWNSHIP 21 NORTH, RANGE 4 onana NIY J�rnuup \0,0 - EAST, W.M., KING COUNTY, WASHINGTON, DESCRIBED N FOLLOWS: F 4 A BEGINNING AT THE POINT OF INTERSECTION OF THE EAST MARGIN OF "D" STREET SOUTHWEST WITH THE SOUTH MARGIN OF MAIN STREET WEST, SAID POINT ALSO KNOWN AS THE NORTHWEST CORNER OF THAT PORTION OF SAID "D" STREET ~� SOUTHWEST VACATED BY THE CITY OF AUBURN APRIL 19, 191 1; THENCE SOUTH 89' 16'08" EAST, ALONG THE SOUTH MARGIN OF SAID MAIN STREET WEST, A DISTANCE OF 187.83 FEET; THENCE SOUTH 0'43'52" WEST, 1.94 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT THE CENTER�� OF WHICH BEARS SOUTH 20'43'06" WEST; THENCE EASTERLY AND SOUTHERLY ALONG SAID CURVE HAVING A RADIUS OF 26.50 FEET THROUGH A CENTRAL ANGLE -t-- OF 68'31'02" AN ARC DISTANCE OF 31.69 FEET; THENCE NORTH 89'14'08" EAST 200 FEET TO THE BEGINNING OF ANON -TANGENT CURVE TO THE RIGHT THE CENTER OF WHICH BEARS SOUTH 89'15'13" WEST; 1 HYDRATE THENCE SOUTHERLY AND WESTERLY ALONG SAID CURVE HAVING A RADIUS OF 1070.50 FEET THROUGH A CENTRAL (� - ANGLE OF 11'20'56" AN ARC DISTANCE OF 212.04 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE RIGHT THE C� CENTER OF WHICH BEARS NORTH 79'26'44" WEST; THENCE SOUTHERLY AND WESTERLY ALONG SAID CURVE HAVING A RADIUS OF 14.00 FEET THROUGH A CENTRAL ANGLE G©iJ OF 80'34'57" AN ARC DISTANCE OF 19.69 FEET;" r `�. THENCE SOUTH 1'08'24" WEST, 1.30 FEET TO THE NORTH MARGIN OF 1ST STREET SOUTHWEST AS ESTABLISHED BY /,rt CITY OF AUBURN BY ORDINANCE NUMBER 196, JULY 3, 1912; LITE THENCE SOUTH 0'43'52" WEST, 10.02 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT THE CENTER OF WHICH BEARS NORTH 29'38'36" WEST; ` �rZ t �'�Lv THENCE SOUTHERLY AND WESTERLY ALONG SAID CURVE HAVING A RADIUS OF 29.00 FEET THROUGH A CENTRAL ANGLE -V OF 30'22'00" AN ARC DISTANCE OF 15.37 FEET TO A POINT 15 FEET NORTH, AS MEASURED PERPENDICULAR TO THE (V� CENTERLINE OF 1ST STREET SOUTHWEST; SIDEWALK REPLACE EXISTING - THENCE PARALLEL TO AND 16 FEET NORTH OF SAID 1ST STREET SOUTHWEST NORTH 89'16'08" WEST, 142,19 FEET TO -V ; BEGINNINGTHE F TANGENT THENCEWESTERLYANDNORTHERLY CURVE TO RIGHT CURVEH HAVING CENTER A RADIUS WHICH OF 211.00 FORT THROUGH AECENTRAL ANGLE xCvC �' r I \ 1 1 � OF 39'59'52" AN ARC DISTANCE OF 14.66 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE RIGHT THE CENTER _ OF WHICH BEARS NORTH 40'43'45" EAST;_ - THENCE WESTERLY AND NORTHERLY ALONG SAID CURVE HAVING A RADIUS OF 12.12 FEET THROUGH A CENTRAL ANGLE -iU OF 49'04'13" AN ARC DISTANCE OF 10.38 FEET TO THE SOUTHWEST CORNER OF THAT PORTION OF SAID 1ST STREET --- - I O 0 UTILITY POLE - r� �� to SOUTHWEST VACATED BY THE CITY OF AUBURN BY ORDINANCE NUMBER 196, JULY 3, 1912; THENCE NORTH 0'00'00" EAST, ALONG THE EAST MARGIN OF SAID "D" STREET SOUTHWEST, A DISTANCE OF 250.17 (� FEET TO THE POINT OF INTERSECTION OF THE EAST MARGIN OF "D" STREET SOUTHWEST WITH THE SOUTH MARGIN OF LU MAIN STREET WEST, SAID POINT ALSO KNOWN AS THE NORTHWEST CORNER OF THAT PORTION OF SAID "D" STREET �/ t{ I III SOUTHWEST VACATED BY THE CITY OF AUBURN APRIL 19, 1911, AND POINT OF BEGINNING; (� Z D SITUATE IN THE CITY OF AUBURN, COUNTY OF KING, STATE OF WASHINGTON. GTr t fD U t 0 r i z WATER VALVE w� 0 O d V �- )c,� l.0 IJA _T WATER METE _I A CENTERED UTILITY POLE BETWEEN - 3' AND 5' ABOVE I, 0 PARKING SURFACE, "- ---- AT THE NERD OF THE ORAL NOTES C`' 09 a PARKING SPACE. -- RESERVED All materials and workmanship shall conform to the drawings and these specifications. ' PARKING '. _ -- -- - - 1 E- - - During the construction period the contractor shall be responsible Z ` for the safety of the building. The contractor shall provide INTERNATIONAL SYMBOL - Y g� P _- _ _ _-. ____._.__�`".Y .�-•'..4./__.__ _. OF ACCESS SHALL BE q g> g> guys i.� Wig® PHaq WHITE ON BLUE be national, a state, r nd local safety ordinances. Any deviation must adequate uate shorn bracing, d u s m accordance with all BACKGROUND. __ PP P by proper authorities. All erection procedures shall conform to OSHA standards. r' ` METAL SIGN, PAINTED Any deviations must be approved by OSHA prior to erection. BLUE LETTERING ON The contractor shall be solely responsible for all excavation WHITE BACKGROUND procedures including lagging, shoring,and protection of (SEE WASH. STATE AMENDS. P g gg g' adjacent P 1106.16.4 FOR CHARACTER property, sutrucutres, streets, and utilities in accordance with all t PROPORTION AND HEIGHT). national, state, and local safety ordinances. E The contracotr shall be responsible for coordinating the work of < 4x4 PRESSURE all trades and shall check all dimensions. All descrepances shall p TREATED POST be called to the attention of the Architect, and be resolved before proceeding with the work. COMMERCIAL GENERAL NOTES C CONCRETE SIDEWALK Drawings indicate general and typical details of construction. GENERAL NOTES Where conditions are not specifically indicated but are of similar character to details shown, similar details of construction shall 1. All work shall meet and be in compliance with be used, subject to review by the Architect. all Local, State and Federal Codes which apply Provide openings and supports, as required, for heaters, mechanical to the Work. I I equipment, vents, ducts, piping, etc., using qualified personnel and 2. Check and verify all dimensions before proceeding acceptable methods to support installations. with this Work. Job verify work before starting. I I Notify Owner's Agent immediately of all REPLACE EXISTING 6' SQUARE FOOTING I- -I discrepancies before proceeding. SIDEWALK NONOTE3. All materials and construction installations shall meet and be in compliance with the current State DETAILEnergy Code, as adopted. •. SCALE- 19 r-w COORDINATE WITH CITY OF AUBURN 5 4. All areas required to be accessible to the general public and as otherwise noted shall meet the re- REMOVE AND REPLACE 5TREET IMPROVEMENT PROJECT, quirements of the State rules and regulations for EXISTING DAMAGED SIDEWALKS ACCESSIBLE PARKING use by the disabled. AS PER CIVIL. Accessible parking spaces shall conform to WAC 5. All work shall be performed in a good, workman- 51-20 in dimension and construction. "Standard" DEFERRED PERMITS like manner. accessible spaces shall have the following minimum 6. Obtain all necessary permits and approvals. NNOTE� dimensions: 96" wide, 60" wide aisle. "Van Accessible" spaces shall have the following dimensions: 96" wide, 1. PLUMBING 7. All work shall be performed to meet the minimum FENCE NOT TO EXCEED 12' 96" wide access aisle. Maximum slope of accessible requirements of the Uniform Building Code, latest FROM FINISH GRADE. areas shall he 1" to 48". 2. HVAC MECHANICAL_ adopted edition, or as otherwise noted, whichever 3. FIRE 5PRINKL E R is the more stringent. c-rlu WALL WITH 3'-4' WOOD FENCE. PSE EASEMENT LOT 1, BLOCK 2, MAP OF MILNER, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 3 OF PLATS, PAGE 39, RECORDS OF KING COUNTY, WASHINGTON; AND THAT PORTION OF "C" STREET SOUTHWEST (THOMPSON STREET) VACATED BY ORDINANCE NO.192, IN KING COUNTY, WASHINGTON; LESS ALL ROADS OF RECORD. BEING THE WEST 20 FEET OF THE EAST 49 FEET OF THE NORTH 20 FEET OF THE PROPERTY. 15T 5TREET 5W (TYNC)ALE AVE.; SITE PLAN SCALE. r•za-o• 3'-4' WOOD FENCE. �w W MAIN ST E MAIN ST lu SITE ..T N nSR18 VICINITY MAP MM i I r--J- + N I I I 22'-10" I I ROLLI NOPY GATE r I x w o\ 15EA50NA1! ° CN �-- iii � 6' CHAIN LINK n I FENCE U I � I I U I V U__� 4 � I OL LILI QZ O , i O r i�I >I-u U� r � r �� Qz c`► Q � r O � r � r r r r6 v � � 6'-0' WROUGHT IRON FENCE i r r t \ 20 10 0 n ON[ 20 40 Q 48og REVISIONS RIPTION TO MATCH C-1 CIVIL PLAN 0 0 M Ln M M Ln N N M N rn 1 Ott M 4M en LA N JOB NUMBER- 96 -31 DATE 1-6-2001 SHEET A-1 j_M�E OF Ox 0 i-?o1 IMF" 06-7 5 0� -/ fSDEALK UTILITY POLE WATER VALVE WATER UTILITY POLE REPLACE EXIS SIDEWALK L-Flu WALL WITH 3'-4' WOOD FENCE, 15T STREET 5.UJ. <TYNDALE AVE.) - " mih 3'-4' WOOD FENCE, LANDSCAPE PLAN WROUGHT IRON FENCE now A" 0 0, 0 Cr.) PLANT LIST Quantity' Scientific Name Common Name Size Spacl 86 F'yracantla 'Crimson Pygmy' Crimson PygN Firm 2 -Gaa i 4' O.G. 10 Pseudotsuga menziesii Douglas Fir 51 to (o 13 Licquidambar styraciflua American sweetgum 2'-Cal 30' Or,, 31 Prunus laurocerasus 'Otto Luyken' Otto Lugken Laurel 2-Gal 4' O.G. 129 Viburnum davidi David Viburnum 2-Gal 4' O.C. AS REQ'D Cotoneaster da+eri Bearbe ry Gotoneaster 4' Pots 18' O.C. FILL ALL PLANT BEDS UATH COTONEASTER AT NOTED SPACING. NOTES INSTALL 6' CEDAR GROVE TOPSOIL IN ALL PLANT BEDS. INSTALL 3' BARK MILCHI IN ALL PLANT BEDS. PROVIDE ONE YEAR WARRANTY FOR ALL SOD AND PLANTS. INSTALL AUTOMATIC IRRI[GAT►ON PER PLAN. # Coon RE©uncEoi..�. Vic. (1 Sim 6.50 TREE STAKING DETAIL N.T.S. DECIDUOUS TREE Of CHAINLOCK LOCK 4 STAPLE TO STAKE (2) 2x2 FIR STAKES DRIVEN TO REFUSAL SET PLUMB 4 INL lts E 2" LAYER BARK MULCH 2" DISHED EDGE PULL BACK BURLAP AND REMOVE WIRE BASKET 50/50 TOPSOIL/ NATIVE SOIL MIX PLANT PIT TWICE DIAM. OF ROOTBALL PLANT PIT TWICE ROOTBALL DIAM. 2" LAYER BARK 2" DISHED EDGE FOLD BACK TOP THIS OF BURLAP 30I50 TOPWIL/ NATIVE SOIL MIX SHRUB PLANTING DETAIL N.T.S. Record Drawing Certification These drawings conform to the Contractors Construction Records. BY: DATE: Title/position- Confirmed by City DATE: TRIAWA LAIR SPACING .111 fill CONIEEROU5 TREE N.T.S. 5.0, Lill dspLo God t � 'LANT PIT TWICE ZOOTBALL DIAM. :ONIFEROUS TREE x2 FIR TREE STAKE CHAINLOCK, LC STAPLE TO ST, " BARK MULCH " DIED EDGE NFOLD TOP THII rF BURLAP 4 RE ORE BASKET .®/50 7e-=SOIL/ NATIVE SOIL MIX 5TAKING PROJECT REFERENCE: FAC 01-0023 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AU5URN'5 PLANNING DEPARTMENTS MINIMUM REQUIREMENTS APPROVED BY: aA DATE APPROVED: 06•0'5'0I Bate:-6-01 Sheet Ffle e CHANGED 2-GAL. PiaOtINA TO 5' TO 6' DOLIGLAS FIR CHANGED CATS ON SUJEETGd,�'1 AND DOUGLAS FIR /� � I /� � i Scale: #� _ �` . CHANGED PLANT ISLANDS TO MATCH A -I SITE PLAN AUBURN LALLN AND �i D GARDEN 2 Drawn � i3.3�.. of CHt 1A AL 1t"3 ' TERiAL ADSHOUN DED �1A. 38001 LOCATION S.W. ccle To hIATCN A-1 SITE PLAN 3P�8 W. MAIN STREET EAGLE DESIGN Approved By: „,,. 2007 NE 27th DR. REDMOND,1IrASIilGTON 98053 Revised: TEL. (425) 898-8833 FAX (425) —2164 IRRIGATION LEGEND U REPLACE EX15TI SIDEWALK � Q � W z ►-- Z Q UTILITY POLE fY O :9W � DATER Q VALVE Q � o W fL 1 � I� L--� UTILITY POLE IRRIGATION POINT OF CONNECTION I' METER 0 So -" u-iu "ALL WITH 3'-4' WOOD FENCE. A 15T STREET S.W. ITYNDALE AVE.) 3'-4' WOOD FENCE. 1 an "R 11 ol 1 4 =MAN 3560MATAR 0", L %"A -- Wo• amm Ann b` 011� wo� , � ' WROUGHT ,NFU"RMATION ONLY Fr,j RAINBIRp ESP-12X CONTROLLER LOCATE A7 DIRECTION OF OUTER POWER TO CONTROLLER BY ELECTRICIAN. PROVIDE CONDUIT FROM BOX TO PLANTING BED- O 05 RAIN51i;;4D IWO SERFS POP-UP ON SWIG PIPE RISER 4' IN Lam, 61 IN SHRUBS N I' FEBGO 8PJ5Y DOUBLE CHECK VALVE ASSEMBLY PER CITY CODE, 9 1' IRRIGATION DEDUCT METER PER CITY REQ'TS. ••-• 1' RED 4 WHITE GATE VALVE IN 10' PIT RAINBIRD 100PE5 CONTROL VALVE IN STD, BOX. (*- RAINI31RD 33LVC QUICK COUPLER, 33K KEY, 6H-0 NOSE SWIVEL ON GALV. TRIPPLE SWING JOINT 1 1/4' CL200 PVC MAINLINE 18' DEEP MIN. - - - - - - CL200 PVC LATERAL 18' DEEP MIN. UNMARKED PIPE 15 3/4' CAiZ'r.�ON JLItd�U VALVE SOX 5ET' PLLl5H1 VVI'M P�� GROPE. • s G ' R • r1 r ELL 5CH30 PVC NIM. IpVC 6 C.F. CRAWL 5LW POUMr CH- CK VALVF, A55�-MMY MfAL N,f,5, 50440 90 ELL 5CH8o NIPL ACME 51 CC WA55 '41KOMASIC Co"WOL VALVE A5 CrWI CM50N 59tVAt V VA W 130X FLL15H W/ FINI5N WAS"OOE WW SI'LICFP5 3M,. rVC Mkf ,+V*ITR LY--14/ 1 MW 5mu OILY 14 ", iAI'TE fo L t OE MAIN a 5' o.C. ALLOW 24" LOOP OF VOW IN VA ,\rt 00K Al gOMA11C CON W01- VALVE M fAIL N f-5, %"p L5 MD MI FX 51R. ELi- AT OME Of . i�" LC�iG 5V" JOW VAIH (5) MAdJ. X 5TWEE f ELL5 NV ( 1) 12" 5CH 80 PVC NFL. CLA55 200 PVC LATERAL LM Al V 5CH 40 IVE OR ELL 1V1pL� 5WING JOINT K15f-V A55F—WLY MTA I- N f.5. NOTES VWATIfRMA11C906L MAIN VALVE MAM? 5Et rLL15H W/ F"5H GRADE. CLA55 200 PVC W/ CUr & r-LA1TV PR'A55 MAPILIAL PRAIN VALW 5CH80 NN'L5 MIN 3" LONG. 5CH 80 PVC 90 ELL. 5CHBO PVC N"- MIN. 3" LONG 2 C.F. GRAVEL 5LIW MIN INSTALL KING AUTODRAINS AT LOW POINTS OF ALL LATERALS. INSTALL ALL PIPE UNDER PAVING IN SC440 PVC SLEEVES WHICH ARE TWICE THE SIZE OF THE INSERT PIPE. WIRE WHICH IS NOT BURIED WITH MAIN WILL BE IN CONDUIT. WALL MOUNT CONTROLLER ALL ABOVE GROUND WIRE WILL BE IN CONDUIT. CONTROLLER LOCATION TO BE FIELD LOCATED BY OWNER/CONTRACTOR. DEDUCT METER INSTALLED BY UTILITIES CONTRACTOR - POWER TO CONTROLLER AND CONDUIT FROM CONTROLLER TO OUTSIDE PLANTING BED BY ELECTRICAL CONTRACTOR. Date: 1-6-0I She et File Name CHANGED IRRIGATION LAYOUT ON D ST, TO REFLECT I;EVISIONS ON A -I SITE PLAN I I %� Scale: CHANGED IRRIGATION LAYOUT ON let ST. TO REFLECT REVISIONS ON A -I SITE PLAN AU5URN LAWN �'""tND EQUIPMENT CHANGED IRRIGATION LAYOUT ON C ST. To REFLECT REVISIONS ON A -I 51TE PLAN Drawn By: D$L. EAGLE DESIGIN of MOVED CONTROL VALVES OUT of DRIVEWAYS RK4IT-OF-WAYS 08 W. MAIN AUBURN, WA. SW01 Approved By: 26007 NE 27th DR. REDMOND, WASHING TON 98053 MOVED IRRIGATION OUT of RIGHT -OF -MAYS cHANGED C� ON S.W. CORNER To MATCH THE A -I PLAN Revised: 4-1-01 '�— `- TEL (425) 898--8833 FAX (425) iI68-2164 i? 401 D 1101 U Auto — P F" 06-7 7 o p 1