Loading...
HomeMy WebLinkAbout05D1763U z 0 Fr U' z H LL, w z Z w CILJ Y 0 0 cv m Q C] CID cli 3 Cl) cn Cn m Q c L n Q cn 0 L U 0 L �I w L 0 3 c� w Q REMOVE EXISTING A.C. PAVEMENT INSTALL NEW CEMENT CONCRETE SIDEWALK AROUND LIMITS OF PROJECT REMOVE AND REPLACE ALL BROKEN CONC. S/W TO NEAREST JOINT 6" PVC SDR TIGHT LINE FROM ROOF DRAINS MIN SLOPE 1.00% LIGHT STANDARD FOR THIS LOCATION IS IN STORAGE AT CITY SHOPS_ 01� COORDINATE W/ CITY TO INSTALL FIA_URE PRIOR TO COMPLE, NG SIDEWALK 5 �5 LIMI IS 01 UMC-STUEWA _K - )gNS1,LLATION MATCH TO EXIST R, 4PVE ALL A.C. PAV �h� 05 1.22 EX BLD lb�OVERHANG 1.26' _ N89 I 1" DOMESTIC WATER METER ASSY PER CITY OF AUBURN STND WASM-1 LOCATE IN SIDEWALK BEHIND CURB NOTE: INSTALL DSHS APPROVED 1" DCVA AT METER ASSY CONNECT TO EXISTING 8" WATER MAIN STUBOUT EXTENDED TO PROPERTY FIELD VERIFY LOCATION EXTEND TO BUILDING INSTALL WALL MOUNTED POST INDICATOR VALVE CS AND WALL MOUNTED FIRE DEPARTMENT CONNECTION z COORDINATE W/ CITY OF AUBURN FIRE DEPARTMENT o j EXTEND 8" DI WM CL 52 3FT UNDER m FLOOR SLAB TO RISER IN FIRE ROOM z VERIFY CLEARANCE W/ FOUNDATION 6" C.O. FOR ROOF DRAt' 6" PVC SDR 21 TIGHT LINE TYPICAL ALL BEN FROM ROOF DRAINS MIN SLOPE 1.00% CONNECT TO EXISTING 10" SS W/ NEW 6" SIDE SEWER NORTH VERIFY IE AND CLEARANCE PRIOR TO CONSTRUCTION INSTALL 6" SS C.O. PER CITY STND DETAILS 5FT FROM BLDG 0.47 EX40W 20.00 -- SS ­4 EXIST SPOT ELEV 66.78 FINISHED GRADE PVMT 50 T\ EX WATER METER 03 EX WATER VALVE M EX TYPE I CATCH BASIN EX TYPE 11 CATCH BASIN EX SEWER MANHOLE O EX STREET LIGHT ASSEMBLY { EX GAS VALVE EX UTILITY POLE -0- EX TELEPHONE RISER 0 EX SIGN AS INDICATED EX WATER LINE -----W- EX FENCE EX TELEPHONE LINE T EX EDGE OF PAVEMENT - - EX CURB E` DAVID ALLEN Bl!ILDING, AUBURN, WA a PORTION OF THE SE/4 OF SEC. 13, TWP 21N, RGE 4E, W.M. EXISTING SIGNAL '\O i`!i 03 t W qF-M.-R17777TV P ENTRY ,® I I I I i PROPOSED BUILDING I FF 79.50 I I NEW 4/W t9'W o FROM EEC CURB TO�l BLDP WALLCO W ENCH ARIA 19.33 F _o PLAN R AR A o 1 331F I I I I ,�C L 6 6 CONU E� F1 1 • ' J'b �r' Q) s I .a ! QQ) ;;EXIST J-BOX N 89 03'55" W ' 60. �0' (R)FI RISERICI 10� M P/L I.J. d ...'.•�M,AWN�NG.� ;a �.� iT ONCIN UTILITY POLE W1 LIGHT O.H. LINES WEST EXISTING PAVED AL IEY TO BE REPAVED AND REST09ED TO EXISTING CONDITIONS AFTER CONSTRUCTION ROUTE SD OVER SS AT CROSSING IE SD 76.30 6" SD TOP SS 74.50 �CALC) VERIFY CLEARANCE AT Wy X'NG CONNECT 6" ROOF DRAINS TO EXISTING CB PATCH EXISTING 7 PAVEMENT IN ALLEY IN KIND EXIST CB TYPE lI RIM=79.21 1.E.=74.71 12" PVC (E) 1E 76.00 NEW 6" PVC NW SITE IMPROVEMENT PLAN NOTE: A FIRE SPRINKLER LINE REQUIRES A SEPARATE DETAILED PLAN AND APPROVAL BY THE FIRE MARSHALL. CONTACT THE FIRE DEPARTMENT OF REQUIREMENTS. Gv �9, L EGA L DESCRIPTION THAT PORTION OF LOT 1, BLOCK 3, TOWN OF SLAUGHTER, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 56, RECORDS OF KING COUNTY, WASHINGTON, BEING DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 1; THENCE ALONG THE NORTH LINE OF SAID LOT 1, NORTH 89'03'55" WEST, A DISTANCE OF 59.99 FEET TO THE WEST LINE OF SAID LOT 1, THENCE ALONG SAID LINE SOUTH 00°55'34" WEST, A DISTANCE OF 120.04 FEET TO THE SOUTH LINE OF SAID LOT 1; THENCE ALONG SAID LINE SOUTH 89'03'55' EAST, A DISTANCE OF 59.72 FEET TO THE EAST LINE OF SAID LOT 1; THENCE ALONG SAID LINE NORTH 01"03'16" EAST, A DISTANCE OF 120.05 FEET TO THE POINT OF BEGINNING SITUATE IN THE COUNTY OF OF KING, STATE OF WASHINGTON Decorative Pedestrian Luminaires S„ M= Pathway luminaires shall be one piece molded with refractor globe. Reflectors RIM= 78.33 Y p' LE=72.55 12" PVC (N) shall be provided and the lamp position selected such that the luminaire LE.=72.50 12" PVC (S) produces an IES-ANS III distribution when operated with a 100 watt high pressure sodium lamp, ED-17. N The luminaire housing shall contain the ballast. The ballast shall be multi tap ±10 percent and be of the mag-regulator design. A banner arm shall be provided and mounted opposite the luminaire. The luminaire and banner arm shall be pole top mounted to the concrete lighting standards. The luminaire manufacturer shall coordinate this detail with the pole manufacturer to ensure t 65a CENTERLINE MONUMENT 1\(A 16+40.68= a proper fit. The ballast shall be suitable for operating a 100 watt high 't�'� W MAIN 10+00 pressure sodium lamp, ANSI ED-17. The luminaire shall be Architectural Area 1 FND. REBUILT CASE Lighting #SL SHW30, Sterner Custom Icon Series #JE 906 or prior approved 0 SWING TIE PK NAILS equal. 10L 1,6 MON. NOT REINSTALLED AT The color of the finish coat on the luminaire, when dry, shall match RAL -RIME OF SURVEY 6004, in accordance with the RAIL Institute standard color chart. I v �g6 All luminaires shall be provided with markers for positive identification of light source and wattage per Section 9-29.10 (Luminaires) of the Standard Specifications. *° i' West Main Stree t FIRE SPRINKLER NOTE 'N `"/'-� RIM= 78.36 SPRINKLER SYSTEMS SHALL MEET THE FOLLOWING REQUIREMENTS: 1. E = 67. 98 48" CONC. (N) � 1. E. = 67.49 48" CONC. (S) A. FIRE LINE TO BE SIZED BY FIRE PROTECTION ENGINEER. l.E.=74.36 12" PVC (E) I.E.=71.28 12" PVC (W) B. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES. ' C. A SEPARATE DETAILED PLAN OF THE UNDERGROUND FIRE SPRINKLER vi LINE SHALL BE APPROVED BY THE FIRE MARSHALL AND INSTALLED BY A WASHINGTON STATE CERTIFIED LEVEL "U" CONTRACTOR IN ACCORDANCE I WITH WAC 212-80.:010. A POST INDICATOR VALVE WILL BE INSTALLED ON '+ THE SPRINKLER LINE TO ISOLATE THE SYSTEM FROM THE CITY'S WATER SYSTEM WHEN REQUIRED FOR REPAIR. id.::.. i i; EXIST CB TYPE/ RIM=77.99 E. = 71.79 12" PVC (NE) I i CONNECT 6" ROOF DRAINS TO EXISTING CB PATCH EXISTING ' PAVEMENT IN ALLEY IN KIND 6 C.O. FOR ROOF DRAINS TYPICAL ALL BENDS STA 15+77 END OF MAIN STREET SPECIAL PATTERNED SIDWALK .a; BEGIN CEMENT CONC SIDEWALK PER COA DETAIL STSW-48 W/ TYPICAL SCORING PATTERN SIMILAR N.1 TO WALK ON EAST SIDE OF A ST SW 5 FT SQUARE CUT OUT IN CONC SIDEWALK FOR TREE GRATE INSTALL 7 T 1 - CAST IRON GRATE AND STREET TREE •1 TO MATCH EXISTING CITY DETAILS SITE INFORMATION PARCEL NO.: 781570014501 SITE ADDRESS : 102 WEST MAIN ST SITE AREA : 7,200 SQ. FT. APPROXIMATE EXISTING ZONING C2 DOWNTOWN .I EXISTING 8" DI WM STUBOUT G � I� 0 25 50 i EDE,B'IRIA LIGHTI ANDARD IV t4'. , PER NOT THIS T C/1%!Scale 1" = 20' SSMH 10 U R INTERVAL 1 FEET RIM= 78.93 O CH MA RK 1.E.=73.66 12 PVC N '4f LE.=7349 12" CONC (S) Ole 1. E. = 73. 71 8" CONC (E) " y CI TY OF AUBURN VER77'CAI PA 7Z)M (N IAGD 29) -•0 ! BENCHMARK KNOWN AS ✓ 1. E. = 73 60 10" CONC (W) MONUMENT A T THE CENTERLINE OF MAIN STREET AND DI WSION STREET. LIMITS OF CONC SIDEWALK ELEVA110N=81.07 INSTALLATION MATCH TO EXISTING REMOVE ALL A.C. PAVEMENT PROJECT CONSTRUCTION SEQUENCE 1. CALL ONE -CALL LOCATE FOR THE LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN (1-800-424-5555). SHEET INDEX l.w ACT LOCATION PROJECT VICINITY MAP GENERAL NOTES (NOT TO SCALE) �51" 1. This development project shall conform to the City of Auburn's requirements and be in accordance with the approved plans. Any changes from the approved plan will require approval from the owner, engineer and the City. 2. All workmanship and materials shall conform to the "Washington State Department of Transportation (WSDOT) Standard Specifications for Road, Bridge, and Municipal Construction" (2000/latest edition), except where supplemented or modified by the City's Project Specifications manual, and the City's Standard Construction Details manual. Copies of the above documents shall be available at the job site during construction. 3. A pre -construction meeting shall be required prior to the start of all construction. Contact the Public Works Department at 253-931-3010 to schedule a meeting. 4. Locations shown for existing utilities are approximate. The contractor is cautioned that overhead utility lines may not be shown on the drawings. It shall be the contractor's responsibility to determine the true elevations and locations of all underground utilities and the extent of any hazard created by overhead utility lines. 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). 5. Prior to the start of construction a proposed route and schedule for hauling material to the site shall be submitted to the City for approval. If the City believes that the proposed haul route will adversely impact the street network, hauling may be limited to appropriate off-peak hours or alternate routes. 6. The contractor shall be responsible for public safety on and around this project. Prior to the start of work, all methods and equipment used for traffic control and street maintenance shall be submitted to the City for approval. Contractors and their surety shall be liable for injuries and damages to persons and property suffered because of contractors operations or negligence connected with them. 7. All construction surveying for extensions of public facilities shall be done under the direction of a Washington licensed land surveyor or a Washington licensed professional civil engineer. 8. Certified drawings are required prior to project acceptance. Refer to the City's "Record Construction Document" handout. UTILITY CONSTRUCTION 1. Power, gas, cable and telephone line trenches shall be separated a minimum horizontal distance of five feet (5') from water mains, sanitary sewers, and storm drains. 2. All trench excavations shall meet or exceed State and Federal Safety requirements and conform to the following requirements: A. Follow City of Auburn Standard Details; GEPT -1, GEPT -2 or GEPT -3. B. All water, sanitary sewer, and storm drainage pipes shall be bedded with 5/8 inch minus crushed rock. Bedding shall extend a minimum of six inches (6") under and over the pipe. C. Imported pipe trench backfill material shall be gravel borrow per WSDOT Standard Specification 9-03.14. In cases where the trench is perpendicular to the City Streets, 518 inch minus crushed rock shall be used for the full trench depth. D. For utility trenches within the City right-of-way, backfill shall be compacted to a minimum of ninety-five percent (95%) of the modified proctor maximum dry density (ASTM 1557). 3. An approved firm shall conduct density tests on the fill material, as the trench is being backfilled. These tests shall be performed with enough frequency to ensure that compaction requirements are being met. All test results shall be supplied to the City. 4. The maximum laying length shall not exceed twelve feet six inches (12' 6") for SDR 35 PVC pipe. 5. All pipes connected to manholes and catch basins shall be trimmed flush with the inside wall. 6. Maximum rim adjustment for manholes and catch basins shall be fourteen inches (14") without adding new sections. 7. All manholes, catch basins, and valves in public rights -of -way or easements shall be adjusted after asphalt paving, and conform to the City's Standard Adjustment Detail No. STFG-1. 8. All utility castings outside of paved areas shall be installed with a concrete collar around them and placed such that they are not located in a drainage basin. 9. New manholes shall have stenciled on the casting the following "Confined Space, Permit Required". C-1 SITE DEVELOPMENT, GEN. NOTES, & BUILDING LAYOUT C-2 SITE GRADING AND ESC PLAN 2. HOLD r-r% STRUCTION CONFERENCE WITH THE CITY OF AUBURN. 3. INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AS REQUIRED 4. CONTRACTOR AND DEVELOPER WILL BE RESPONSIBLE FOR ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY. 5. REMOVE EXISTING PVMT AND GRADE ALLEY AND LOT TO PLAN GRADES. 6. INSTALL SIDE SEWER, STORM DRAINAGE DOWNSPOUTS, AND WATER SYSTEM CONNECTI 7. REPAVE ALLEY AND INSTALL CONCRETE SIDEWALKS ALONG FRONTAGE. 8. CALL CITY OF AUBURN FOR SITE INSPECTION. EXPIRES 6/4/2003 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFIRMED BY CIT : , DATE: N N r7 r+7 N Q O O p y y V U U U w W W = T = U U U Z Z Z Q Q Q JJ-I a_ CL CL I- U U U O w Lv w (O n a_ LL 000 www Lj CO cn U) www N 0- o > a� I o� p N c x o 00 c LO o •U, I >� �L0 o C- 0 GL U CN •c a �OC) �n Y cu cn c Q, cu c w `z c � � O 000 � O h--� O C or) Ln W� zN X rrT�, m [�] W ::) (� ^ Q�N Q LJ 0-) W ~ LW LO Q N F....+ LLJ DESIGNED BY THESE PLANS ARE APPROVED FOR 4 01 01 CONFORMANCE WITH THE CITY OF AUBURN'S DATE ENGINEERING DIVISION REQUIREMENTS. CP 5--Z3-0Z 01-115 PROJECT N0. APPROVED SHEET DATE APPROVED SZsfOZ OF 2 AS —BUILT SURVEY OF DAVID BUILDING, AUBURN, A PORTION OF THE SEI/4 REMOVE EXISTING A.C. PAVEMENT I RIM=78.33 I.E.=72.55 12" PVC (N) INSTALL NEW CEMENT CONCRETE SIDEWALK I.E.=72.50 12" PVC (S) AROUND LIMITS OF PROJECT I }, REMOVE AND REPLACE ALL BROKEN CONC. S/W TO NEAREST JOINT 6" PVC SDR TIGHT LINE FROM ROOF DRAINS A``}s �;, ��,• '1 I MIN SLOPE 1.00% LIGHT STANDARD FOR THIS LOCATION IS',CONIC CENTERLINE MONUMENT IN STORAGE AT CITY SHOPS ^,} �y� _--- i��`A 16+40.68 -.°•.,COORDIN-ATE W/ CITY TO INSTALL EXISTING SIGNAL i C W MAIN 10+00 FlxtRE PRIOR TO COMPLETJPG SIDEWALK W/ SWING TIE PK NAILS Ex ; ZN. NOT REINSTALLED AT LIMITS OF CONC STDEW —K- __ ` �. : TIME- OF aRVEY-- - - SLATION MATCH TO EXISTI{� r I z i` REMOVE ALL A.C. PAV T� P.: o E I --- ---------- 7 �D — -- a a } , rC? U , ;, I- SD - - -- —r r j l — - - SD - 4, _._ T. _STD.- 1.22in EX BLD West Main 1`;rOVERHANG _ -------- , Jam' J; 11 " :ram � I �i 4 ��-� '�� 'I { RIM=78.36 /, _ 1 1�, DOMESTIC WATER METER ASSY {„�~' %' I I.E.-67.98 48" CONIC. (N) I.E.=67.49 48 CONC. S PER CITY OF AUBURN STND WASM-1 ( ) LOCATE IN SIDEWALK BEHIND CURB % r" F >�,� ��t LE,=74.36 12 PVC (E) NOTE: INSTALL DSHS APPROVED t - , LE.=71.28 12 PVC (W) 1" DCVA AT METER ASSY EXISTING BUILDING;` ,. FF 79.50� ''� "` J� = NGVD 1929 Street CONNECT TO EXISTING 8" WATER MAIN i I �Ll STUBOUT EXTENDED TO PROPERTY t1 FIELD VERIFY LOCATION EXTEND TO BUILDING NEW S/W t8'W X INSTALL WALL MOUNTED POST INDICATOR VALVE " FROM EX CURB TCl ° ` AND WALL MOUNTED FIRE DEPARTMENT CONNECTION BLDG WALL COORDINATE W/ CITY OF AUBURN FIRE DEPARTMENT ENCH AREA EXTEND 8" DI WM CL 52 3FT UNDER �, 19.33 SF, ! I �: PLAN R AREA I FLOOR SLAB TO RISER IN FIRE ROOM / kl T CB TYP I VERIFY CLEARANCE W/ FOUNDATION " - 1 3F j -I-' ;'y;' , RIM=77 99 I.E.=71.79 12" PVC (NE) 6" C.O. FOR ROOF DR: TYPICAL ALL B1i`; CONNECT 6" ROOF DRAINS TO 6" PVC SDR 21 TIGHT LINE EXISTING GB PATCH EXISTING FROM ROOF DRAINS"EXIST ---' I` PAVEMENT IN ALLEY IN KIND MIN SLOPE 1.00% 6 " -BOX i C.O. FOR ROOF DRAINS TYPICAL ALL BENDS CONNECT TO EXISTING 10" SS STA 15+77 END OF MAIN STREET r 3 W/ NEW 6" SIDE SEWER NORTH SPECIAL PATTERNED SIDWALK VERIFY IE AND CLEARANCE PRIORGV I ' BEGIN CEMENT CONC SIDEWALK TO CONSTRUCTION INSTALL 6" SS C.O. FIRE __- _____ - _--- ' Y ; PER COA DETAIL STSW-413 W/ PER CITY STND DETAILS 5FT FROM BLDG RISER 10 F M P/L x , TYPICAL SCORING PATTERN SIMILAR TO WALK ON EAST SIDE OF A ST SW - -- ---- 0.47in r FT SQUARE CUT OUT IN CONC _ r A 5 EX 4" W INIC LEYSIDEWALQ K FOR TREE GRATE INSTALL T IRON GRATE AND STREET TREE :, � � • F,1�-C;�b, M` •� TO MATCH EXISTING CITY DETAILS -- -' UTILITY PQ F W/ IIC T O.H. LINES WEST i Li 2 N �;, EXISTING 8" DI WM STUBOUT TO BUILDING EXISTING PAVED ALLY TO I j I, �C I BE REPAVED AND RESTORED TO E �, PEDESTRIAN LIGHTING STANDARD EXISTING CONDITIONS AFTER CONSTRUCTION PER NOTES THIS SHEET ROUTE SD OVER SS AT CROSSINGSSUH IE SD 76.30 16" SID ; R10=78.93 TOP SS 74.50 �i)CALC) I.E.=73.66 12" PVC (N) VERIFY CLEARANCE Al WM X NG I.E.=73.49 12 CONC (S) I� I.E.=73.71 8 CONIC (E) CONNECT 6" ROOF DRAINS TO I E -73 60 10" C0#C W EXISTING CB PATCH EXISTING PAVEMENT IN ALLEY IN KIND EXIST SPOT ELEV FINISHED GRADE PVMT EX WATER METER EX WATER VALVE p� EX TYPE I CATCH BASIN EX TYPE II CATCH BASIN EX SEWER MAN+40LE EX STREET LIGHT ASSEMBLY EX GAS VALVE I4 EX UTILITY POLE EX TELEPHONE RISER EX SIGN AS INDICATED EX WATER LINE----� -- EX FENCE FENCE EX TELEPHONE LINE EX EDGE OF PAVEMENT EX CURB RIM=79.21 I.E.=74.71 12" PVC (E) IE 76.00 NEW 6" PVC NW SITE IMPROVEMENT PLAN NOTE: A FIRE SPRINKLER LINE REQUIRES A SEPARATE DETAILED PLAN AND APPROVAL BY THE FIRE MARSHALL. CONTACT THE FIRE DEPARTMENT OF REQUIREMENTS. LIMITS OF CONIC SIDEWALK INSTALLATION MATCH TO EXISTING REMOVE ALL A.C. PAVEMENT LEGAL DESCRIPTION THAT PORTION OF LOT 1, BLOCK 3, TOWN OF SLAUGHTER, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 56, RECORDS OF KING COUNTY, WASHINGTON, BEING DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 1; THENCE ALONG THE NORTH LINE OF SAID LOT 1, NORTH 89'03'55" WEST, A DISTANCE OF 59.99 FEET TO THE WEST LINE OF SAID LOT 1, THENCE ALONG SAID LINE SOUTH 00'55'34" WEST, A DISTANCE OF 120.04 FEET TO THE SOUTH LINE OF SAID LOT 1; THENCE ALONG SAID LINE SOUTH 89'03'55' EAST, A DISTANCE OF 59.72 FEET TO THE EAST LINE OF SAID LOT 1; THENCE ALONG SAID LINE NORTH 01'03'16" EAST, A DISTANCE OF 120.05 FEET TO THE POINT OF BEGINNING SITUATE IN THE COUNTY OF OF KING, STATE OF WASHINGTON PROJECT VICINITY MAP (NOT TO SCALE) FN . REQUILT CASE WW/ SWNG TIE PK NAILS AT M{�I. NOT REINSTALLED TIME OF SURVEY West Main Street BUILDING CORNER IS 0.12 A N89'03'59"W 60.00' EAST & 0.05' SOUTH OF maa omommmmmmm. LOT CORNER I a a Co a BUILDING CORNER IS 0.25' EAST OF LOT CORNER SITE INFORMATION PARCEL NO.: 781570014501 SITE ADDRESS : 102 WEST MAIN ST SITE AREA : 7,200 SQ. FT. APPROXIMATE EXISTING ZONING C2 DOWNTOWN Scale 1" = 20' CONTOUR INTERVAL 1 FEET El I I v`1 I I Y OF AE_1 , E s[ A I U NI ' N V -' V N V N__ AT 'IHE C L' _IL1':E- `I= MA:N '<ML F I I I I _`;1RFT- z:LF-:'v 0N=6L0',7 HNUJLU I UUNb INUL; IIUN Z:)ttlUt.N1_t 1. CALL ONE -CALL LOCATE FOR THE LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN (1-800-424-5555)- SHEET INDEX � x15T►N� Bu�Ln�NC� FF-r 7 9• 50 Al %VD 110 Co I°-, 4_1 � r U): �R4 CONCRETE IS °0.13' r--EAST OF LOT: LINE S89'03'55"E 60.00' C-1 SITE DELENT, GEN. NOTES, & BUILDING LAYQUT C-2 SITE GRADING AND ESC PLAN 2. HOLD PRECQNSTRUCTION CONFERENCE WITH THE CITY OF AUBURN. 3. INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL J. Rye MEASURES AS REQUIRED 4. CONTRACTOR AND DEVELOPER WILL BE RESPONSIBLE FOR ••,� • ���: ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY. 5. REMOVE EXISTING PVMT AND GRADE ALLEY AND LOT TO PLAN GRADES. ° 6. INSTALL SIDE SEWER, STORM DRAINAGE DOWNSPOUTS, AND WATER SYSTEM CONNECTIONS. �o° I 7. REPAVE ALLEY AND INSTALL CONCRETE SIDEWALKS ALONG FRONTAGE. �`F•�isT�;'��;°�� 8. CALL CITY OF AUBURN FOR SITE INSPECTION. ss�DNAI �� EXPIRES 674 2003 "f RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S C NS,,T//RUC ION RECORDS. BY: �!, DATE: TITLE/POSITION: Micro t Ot. Ofwelr CONFIRMED BY CITY: DATE: to PROJECT REF: BLD01-U22b THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY DATE APPROVED N N f O O p f N,) rM N < O O .- U U U W W W U U U Z Z Z a_ CL U U U W W W — oo©` W W W 0 V) V) ta_ WWW ry r� . r.J CA-) j C` C7 O H C 0oo � Ln < I M-y®� Ln �J (f)m :D X Q N Ozr� Q I) � � rLi-iy 0) m �• W Y < Ln N Q N CL m 01-115 PROJECT NO. SHEET c OF o 51) i7&3 U z n 0 m LD Z H w w Z H m z w LO J LL, Fr Fr cu 0 0 Cll 6; Cu LJ T 3 3 Cn w / m a / c L a / cn U a� 0 L d N a� i� u 0 L 0-I CD w / L 0 3 LD LU m a / U DAVID ALLEN BUILDING, AUBURN, WA A PORTION OF THE SE/4 OF SEC. 13, TWP 21N, INSTALL GRADING/EROSION __.. _ ...._._.., DISCHARGE CONTROL STRUCTURE ER CITY DETAIL DEV-4 MIN TOP ELEV 78.0 IE 75.00 8" OUT W/ 1" ORIFICE OVERFLOW ELEV 77.00 / 84 I:-- 7( WSj 77.0 - 3H:1V SLOES ESC POND i 76 TEMP 8" PVC TO EXIST CSC 74 1 T DEAD I STORAGE i IE 8" ESC OUTLET 75.00 PROFILE SCALE: 1 "=2 FT VERTICAL 72 i 1 "=10 FT HORIZONTAL SECTION C-C TEMPORARY ESC POND - i��. 4p' ca`ra 1.22 EX BLD OVERHANG _ - 1.26' 2 ERECT FILTER FABRIC FENCING AROUND LIMITS OF BUILDING EXCAVATION AS REQUIRED TO CONTROL RUNOFF PER DETAIL DEV-5 L � N z .W INSTALL SILTATION POND m ALONG SOUTHEAST CORNER OF Z FILL SLOPE SWALES TO DRAIN o TO POND BTM ELEV 75.00 MIN TOP ELEV 78.0 STAKE STRAW BALES ACROSS BOTTOM OF POND, WRAP BALES IN FILTER FABRIC GRAVEL CONE RISER ASSY IN SEDIMENTATION POND PER DETAIL THIS PLAN SHEET 0.47 20.00 --- sx --- LEGEND EXIST SPOT ELEV FINISHED GRADE PVMT WT,\ EX WATER METER 03 EX WATER VALVE EX TYPE I CATCH BASIN EX TYPE II CATCH BASIN EX SEWER MANHOLE O EX STREET LIGHT ASSEMBLY EX GAS VALVE EX UTILITY POLE -0- EX TELEPHONE RISER ❑ EX SIGN AS INDICATED _n.. EX WATER LINE _____W_ EX FENCE EX TELEPHONE LINE T EX EDGE OF PAVEMENT EX CURB IE 75.0 MIN TOP ELEV 78.0 TOP OF CMP ELEV 77.5 TOP STNDPIPE 77.00 1-11 LI o 3 0 0 0 8" OUT 0 0 0 - - 707io 0 a 0 8" SD TO EX CB -� 8X8X8 PVC TEE W/ RUBBER _X�./ GASKET JOINTS 36" DIA CMP STANDPIPE W/ OPEN TOP CLOSED BOTTOM ENCASED IN CONCRETE 1" DIA TYP, 40 HOLES MIN 10" O.C. PERFORATIONS SHALL BE LOCATED WITHIN THE LIMITS OF THE GRAVEL CONE MAX WS 77.00 1-1/2" WASHED ROCK FOR GRAVEL CONE 6" CONCRETE BASE SET BASE ON COMPACTED CONCRETE BASE BTM DEAD T=1T1=1TT�TT - STORAGE 74.00 RUBBER GASKET PLUG W/ 1" DIA ORIFICE J GRADING ESC DISCHARGE STRUCTURE SSMH RIM= 78.33 I.E.=72.55 12" PVC (N) LE.=72,50 12 PVC (S) CB CONTROL STRUCTURE , RIM= 77.36 LE.=71.67 12" PVC (E) IE.=74.46 TOP OF OUT FLOW PIPE LE.=71.67 12" PVC (W) 7,.w_--.�_-._._.�_ ,r(. h COE1 CENTERLINE MONUMENT ;A 16+40.68= W MAIN 10+00 j FND. REBUILT CASE B rrl .W� SWING FIE PK NAILS _ i -` I ,.1 ,? ON. NOT REINSTALLED AT p fib I t `I ,rJ _. _: STD.) 1 k • .V �Y 1"­', r C1 BOXa J-BOX �f1 _ __. - __-__ .:If West Main Street N8 03'S "W 5 .99' 60.0 .' R 4V CANC ETE ;.� VAULT I~ ... f ��S Olo� . •' ,9 g7ti I . ... /••�4N�� } I 60FT LIMITJF�' .•fin A OF GRADING3 EXCAVATE AND I a! REGRADE AREA LINDER N.• FUTURE BUILDIN� PAD GRADE LEVEL T ELEVATION 79.5Q APPROX QUANITY I I 135 CY S o I� l� I TO q 9i C r F- <<F`�-BOX 12 ITS OF ,I I GRADI .�A. I Aj 1 i13'S,5 W 59 2 W I . r, ' •: a .n ry i. y. . SEE C-1 FOR NOTES RELATING TO REPAVING OF ALLEY UTILITY POLE W LIGHT I iA\ O.H. LINES INSVALL 20 LF 8' DI SD FROM EXIST CB TO ESC POND SL= 0.75% TYPE RIM= 79.21 I ROUTE SD OVER SS AT CROSSING I.E.=74.71 12" VC (E)-�tic3', I atk�c� IE SD 76.30 6" SD IE 76.00 NEW 8 SO N TOP SS 74.50 (CALC) j VERIFY CLEARANCE AT WM A'NG INSTALL FILTER FABRIC PROTECTION FOR EXISTING CB PER DETAIL THIS SHEET I;;,•1: Q RIM= 78.36 I.E.=6798 48" CONC. (N) I.E.=6749 48" CONC. (S) I.E-=74.36 12" PVC (E) I.E.=71.28 12" PVC (W) CB TYPE I RIM= 77. 9 LE.=71. 12" PVC (NE) INSTALL FILTER FABRIC PROTECTION FOR EXISTING CB PER DETAIL THIS SHEET EXIST BLDG INSTA _L NEW CEMENT CONCRETE SIDEWALK AROU D LIMITS OF PROJECT REMOVE EXISTING A.C. PAVEMENT EXI TING 8" DI WM STILIBOUT TO BUILDING RIM 78.93 I. E. 73.66 12" PVC (N) I. E. 73.49 12" CONC (S) I. E. 73.71 8" CONC (E) 1. E. - 73.60 10" CONC (W) SITE GRADING AND EROSION SEDIMENTATION CONTROL PLAN WRAP FILTER FABRIC UNDER LIP OF CASTING FILTER FABRIC /- CB GRATE EXISTING CATCH BASIN -II IN STREET 4 I CATCH BASIN PROTECTION NOTE: ONLY TO BE USED WHERE PONDING OR WATER ABOVE THE CATCH BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES RGE 4E, W.M. GRADING AND EROSION CONTROL NOTES 1. Within the City of Auburn, all required sedimentation and erosion control facilities indicated on the plans must be constructed and in operation, prior to land clearing and/or other construction activities. These facilities shall be maintained, and upgraded if necessary, to insure that sediment -laden water and storm drainage runoff does not impact the adjacent properties, natural drainage ways, or the existing City storm drainage system. 2. The sources for all material imported to the site shall be approved by the City. 3. The detention (retention if infiltration system is used), sedimentation and erosion control facilities depicted on the approved drawings are intended to be minimum requirements to meet anticipated site conditions. Additional drainage and erosion control facilities may be required as situations warrant during construction. The implementation, maintenance, replacement and additions to these control systems shall be the responsibility of the permittee. 4. The temporary erosion control facilities, including all perimeter controls and the detention (retention if infiltration system is used) control ponds, shall remain in place until final site construction is completed and approval for their removal has been received from the City. 5. The contractor will be required to water the site, as necessary, to reduce dust emissions as a result of construction activity. The contractor shall also sweep all affected public roads, as necessary, to remove mud deposited as a result of project construction activity. 6. All areas of active earthwork which have the potential for erosion and sedimentation impacts on adjacent properties, natural drainage ways, or the existing City storm drainage system must be stabilized according to the following schedule: From April 1 to September 30, areas at final grade and those that are scheduled to remain unworked for more than thirty days shall be stabilized within ten days. From October 1 to March 31, earthwork activities shall be conducted in stages in order to minimize soil exposure. Exposed soils with an area greater than 5,000 square feet that are scheduled to remain unworked for more than 24 hours and exposed areas of less than 5,000 square feet that will remain unworked for more than seven days shall be stabilized immediately. CONSTRUCTION SEQUENCE FOR ESC CONTROLS 1. SCHEDULE AND ATTEND PRECONSTRUCTION MEETING WITH CITY OFFICIALS. 2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE 3. INSTALL FILTER FABRIC FENCING AROUND SITE AS SHOWN ON PLANS. 4. STAKE CLEARING LIMITS AND EXCAVATE ESC POND PER PLAN AND SECTIONS. 5. CONSTRUCT SHALLOW INTERCEPTOR SWALES WITH RIPRAP CHECK DAMS GRADED TO DRAIN TO POND. 6. GRADE AND LEVEL SITE TO ELEVATIONS SHOWN, TAKE CARE TO DIRECT ALL RUNOFF TOWARDS ESC POND. 7. INSTALL SITE UTILITIES, INCLUDING WATER, SEWER AND STORM DRAINAGE IMPROVMENTS PER THE APPROVED PLANS. 8. MAINTAIN ALL ESC CONTROLS THROUGHOUT SITE GRADING, INSTALL FILTER FABRIC IN NEW CB'S AND ADDITIONAL ESC CONTROL MEASURES AS MAY BE REQUIRED DURING CONSTRUCTION. 9. COMPLETE CONSTRUCTION OF BUILDING AND SITE WORKSTABILIZE EXPOSED SURFACES AS REQUIRED INCLUDING PARKING LOT PAVING AND LANDSCAPING. 10. HYRDROSEED OR OTHERWISE STABILIZE ALL EXPOSED SURFACES. 11. REMOVE TESC MEASURES UPON FINAL SITE STABILIZATION AND CITY APPROVAL. 12. WORK WITHIN THE RIGHT OF WAY SHALL BE LIMITED TO 15 WORKING DAYS. 1. HYDROSEED MIXTURE FOR SITE STABILIZATION SHALL BE: EROSION CONTROL SEEDING: % BY WEIGHT NAME 10% REDTOP 40% ANNUAL RYE 40% CHEWINGS FESQUE 10% WHITE DUTCH CLOVER 2. APPLY SEED AT 120 LBS/AC (MINIMUM). 1. IT IS PLANNED TO REGRADE APPROX 700 CY'S ON SITE TO THE CONTOURS AS SHOWN. IF THE ONSITE STOCKPILED MATERIAL IS ACCEPTABLE, IT CAN BE USED AS STRUCTURAL FILL UNDER THE PAVEMENT AND BUILDING SLABS. 2. STRUCTURAL FILL (UNDER ROADWAY AND BUILDINGS) SHALL BE PLACED IN 6" LIFTS AND COMPACTED TO 95% MAXIMUM DRY DENSITY. SITE SHALL BE WATERED EAST WALL OF AS REQUIRED TO OBTAIN DENSITIES. PROVIDE COMPACTION NEW BLDG AT PROPERTY LINE TEST RESULTS TO CITY FROM APPROVED TESTING LAB. EXTEND NEW S/W TO BLDG WEST WALL ADJACENT SOUTH WALL OF BLDG TO EAST WALL OF AT SOUTH PROPERTY LINE EXISTING BLDG -- - _ _. - -- - - --- -- - EXI_ -ST&C S/W TO, _QE_ __ _ - FUTURE FINISHED FLOOR 79.50 REPLACED W/ d' WIDE FUTURE FROSW FLOOR 79.50 �CONC S/W SEE C-1 0 1 25 50 LELM Scale 1" = 20' CONTOUR INTERVAL 1 FEET BENCH MA RK BENCHMARK KNOWN AS J" MONUMENT AT THE CENTERLINE OF MAIN STREET AND DIVISION STREET. ELEVA 170N=81.07 74 EXPIRES 6/4/2003 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFIRMED BY CITY: DATE: NORTH`WALL OF BLDG AT NORTH PROPERTY LIN EXIST AC S/W TO PROJECT REF: BLD01-0228 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. CP 5-23-o2 APPROVED BY /y ? Ate_,✓�` �.s:: DATE APPROVED �� O � O O Y Y Y U U U LLJ W L,J _ = _ U U U Z Z Z J Q Q D_ D_ a` f- � f- U U U D' GE cl� (/) w w w Z a_ D_ a_ O ) 000 j w w w w cn LO u) > > 5 w w w C 00 W rn U E z Q)co > I oLr) N -a x c o oo o � O �L0 c co � I �- > C �L0 CV a � (Z O- 1 1 1 `-' CD �c o 00 L L-1 L ERE Lr-> 7 I c cu � Y LI.J (LD L� a� cn C ^ > C LJ J c > __J w L_LJ _ 00 �_ CZ O C 00 000 � O n W Q o Cn LO W I9Ln 1 _ / U�C0� � Q Q N F---i 0 N �4 U) Q I � 0-) �►' �QN Q W N d. i1.u. I\ I r\LLJ ..� �. DESIGNED BY 6 01 01 DA E 01-115 PROJECT NO. SHEET C-2 Ln OF F.d O