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Home My WebLink About00D1590AUBURN PERSONAL GROWTH CENTER, AUBURN, WA A PORTION OF THE NE/4 OF SEC. 13, TWP 21N, RGE 4E, W.M. SAWIICUT EXISTING PYMT AT ALLEY GRADE NEW PAVEMENT TO MATCH EXISTING 1OFT ALLEY ASPHALT MAKE SMOOTH TRANSITION MATCH TO EX 2" COMPACTED DEPTH CLASS B ASPHALT CONCRETE 4' MIN. COMPACTED DEPTH CRUSHED SURFACING COMPACTED SUBGRADE, NOTE; GRAVEL BASE MAY BE REWIRED, DEPENMG UP% SOU. CiMWE?1TION'S PAVED ALLEY SLOPED TO DRAIN TO C8#1 EXIST SS MH #708-59 RIM 67.23 IE 63.38 COMM 66,50 MATCH BK S/W W/ NEW AC PVMT SAWCUT EXIST PVMT TO SQUARE CS #1 TYPE II Wf TEE w STNI) FRAME do GRATE EDGE ALONG SOUTH SIDE OF ALLEY /M 66.30 MATCH EX PVMT REMOVE EX PVMT RII !I IE 65.15 8" COMM 10' EX SEE DETAIL THIS SHEET ALLEY ROW I 69,1E3 F/fLL 67.30 t 7 LF DI i GftFIACE %'NEw PYIAi /- NEw Po' CL 52 -0.2 ;I 7PA 66.55 F 7 VERIFY CLEA N AT 1 6 NEW P 'I��p NEW PVMT' a n r ? D F k r. "^� !' �•w�•>�. ;ram tY INiW. CAL SECTION v; { O F 6 #LATCH SK S/W 2 OF CURB i �z ''� W1 NEW AC PVMT REMOVE EX S/W TO LrJ 66•76AREST JOINT EACH SIDE ,.. CONNECT TO EX CIS 1 V X Wf NEW 8" SD VERIFY CLEARANCESI Lv X PRIOR TO CONSTRUCTION ul�< IRIM 67.10 IE 65.10 6"W (VERIFY) INSTALL 4" ADS R C ALONG BLDG CON E EXIST CURB EX.BUILDING INSTALL 4" ADS ROOF DRAINS p -.,EX 40FT ROW ALONG BLDG CONNECT TO CB Z 4" C.O. AT JUNCTIONS AND BENDS TRANSITION FROM 4" TO 6" ADS 1 6" ADS TO EXIST CB ' INSTALL 6" C.O. W/ TEE 0 P/L TRANSITION TO 6" PVC SDR 35 IN ROW TO CS 10 LF 6" PVC UNDER SIDEWALK CONNECT TO EXISTING CB W/ NEW 4" ROOF DRAIN FROM BLD REMOVE SIDEWALK TO NEAREST JOINTS NC, AND REPLACE IN KIND R . WAL i 14913P►l7 EXIST SPOT ELEV FINISHEd GRADE PVMT EX WATER METER EX WATER VALVE EX TYPE I CATCH IIII4SIN EX TYPE 11 CATCH BASIN EX SEWER MANHOLE EX STIR UGHT ASSEMOLY EX GAS VALVE EX UTILITY POLE EX TELEPHONE EX SWN AS INDICATO EX WATER LINE EX FENCE EX TELEPHONE LINE EX EDGE OF PAVEMENT EX CURB COMPACTED NTH CLASS "B" ASPHALT CONCRETE PAvIEMENT 4" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE LASS B BANK RUN GRAVEL -THICKNESS VARIES (4" MINIMUM) TYPICAL PAVEMENT SECTION Y TO MAIN ':'LOPED TO DRAIN � 1'" 7" ^ TYPE II-f 9 CB__,j A NEW PAVEMENT EXTRUDED CONCRETE CURB DETAIL REMOVE EX METER BOX AND REPLACE W/ TRAFFIC BEARING BOX EXIST SS MH #708-57 RIM 67.90 IE 67.37 8" COMM END ALLEY PVMT AT EAST P/L «• HOUSE F/L 87.60 Le 68.00 _....__OMP 68.00 68.08 6 R 7,E 1 C#YV 67 67.98 •A ♦ 6 • s y €X. HOUSE EXIST REENCE REMOVE EX TREE TOBECot" TIED £� • 8 � 7 • i, TO PROFESSIONAL ICE _. 67.81 I EX.BUILDING I ..18 68.56. EXISTING CONIC D/W TO REMAIN �p 4wi DECOR INSTALL SIGN W/ 68.07 K WALL "EMPLOYEE PARKING ONLY" 1 6008.13 /'� 04 WOOD MOUNTED ^I a"H 4XTREATED WOOD POST � i 1 5-=0� 6• .... 6846 7.96. 68.06 °` EX ToAPPMItOAC1I SOFT EX ROW TO C/t. a EX i $" SD .... ,. ..-.. .,.�. ...�. ... ---T 67.83 „ EXIST CATCH BASIN E-I R.-6746- _..__ 6 7, 117 _.._. 6 I€-66.10 6-GONG S) BOTTOM-65.10 NEW CS TO BE INSTALLED BY CITY PROJECT EX SD MH RIM 67.83 C9001 OWNER TO COORDINATE WORK W/ IE 63.60 18"COMM CITY OF AUBURN OIER TO CONNECT Cfl ROOF MWEST MAIN STREET MAINS TO NEW SS MANHOLE #708-58~ ~ y (MINOR ARTERIAL) alu=69, MINNOW L., SD MH RIM 69.6e I, IE 113.10 36"N 1 SITE" IMPROVEMENT PLAN � I 66.78 ILW I� p4 s -EX 8"WM-- -o- c T RR CROSSING _,.._. _ ..: 1..._ �i EXISTING FIRE HYDRANT ASSY TO BE REMOVED AND REPLACED BY CITY OF A N PROJECT C9001 �r X w STANDARD FRAME AND GRATE 66.30 SOLID 8" PLUG ON TOP OF TEE LOCATE IN ACCESS OPENING GROUT CASTING TO TOP SLAB rlI Ili le PC CL 52 Di TO EX CB �- AC MH ADAPTOR 180 IE 66.15 8" OUT I C8#1 WATER QUALITY CB SEE COA DETAIL DEV- 3 66.99 .10 .12 67.27 APPLICANT INFORMATION AUBURN PERSONAL GROWTH CENTER ELIZABETH DANIELS GRAY 27030 47TH AVE SOUTH, KENT, WA 98001 SITE INFORMATION PARCEL NO.: 393390-0005 SITE ADDRESS : 731 WEST MAIN ST SITE AREA : 5,700 SO. FT. APPROXIMATE EXISTING ZONING C1 COMMERCIAL BEQUIREMENTS 4 STALLS PROVIDED (1) H/C STALL INCLUSIVE PROJECT VICINITY MAP NOT TO SCALE 3C A TI ON C:=_:) LEGAL DESCRIPTION �---- PARCEL NO. 393390-0005 8"XB" PVC 90' TEE W/ RUBBER GASKET JOINTS Scale 1" = 20' CONTOUR INTERVAL 1 FEET BOUNDARY AND TOPOGRAPHIC SURVEY BY PATHMANN SURVEY, KENT, WA VERTICAL DATUM - CITY OF AUBURN CONTROL BM CITY OF AUBURN BM NO, 28-A, ELEVATION 68.31, TOP CORNER OF POWER VAULT 0 SE "G" ST & WEST MAIN PROJECT CONSTRUCTION SEQUENCE 1. CALL ONE -CALL. LOCATE FOR THE LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN (1-800-424-5555). 2. HOLD PRECONSTRUCTION CONFERENCE NTH 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 STORM DRAINAGE SYSTEM. 7. PAVE ALLEY AND PARKING LOT, SLOPE TO DRAIN TO CS PER PLAN 8. CALL CITY OF AUBURN FOR SITE INSPECTION. LOT 1, TOGETHER WITH THE EASTERLY 27 FEET OF LOT 2 OF KRAUS FIRST ADDITION TO AUBURN. GENERAL CONSTRUCTION NOTES I--- 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. " THE WASHINGTON STATE FORM T THESE DRAWINGS AND THE RULES AND REGULATIONS OF E E 2. ALL WORK SHALL CON O ES WI DEPARTMENT of TRANSPORTATION (w5DOT APWA) STANDARD SPECIFICATIONS FOR ROAD BRiD�„ANflMUNICIPA L CONSTRUCTION LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVEA COPY OF CITY OF AUBURN STANDARD CONSTRUCTION NOTES DE TAILS AND SPECIFICATIONS AVAILABLE AT THE J08 SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. 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 SION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOYN 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 UABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 8. DURING CONSTRUCTION, THE CONTRACTOR SMALL. BE REQUIRED TO CONTROL ON -SITE STORMYWATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION/SILTATION CONTROL PROCEDURES. 9, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. 10. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES (12") OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-1). 11, TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS-0€WAY WILL BE APPLICABLE AND DETERMINED AT THE PRE -CONSTRUCTION MEETING. 12. THE CONTRACTOR SHALL INSTALL., REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON -THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY'S STANDARD DETAIL. NO. TRSP-1. 13. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET (5'). 14. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUSL.IC FACILITIES SHALL BE DOME UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 15. THE CONTRACTOR WILL BE REQUIRED TO WiIA•R THE SITE, AS NECESSARY, TO REDUCE 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. 16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DRAWINGS" REQUIREMENT. 17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH, BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES (14") WITHOUT ADDING NEW SECTIONS. 18. ALL MANHOLES, CATCH BASINS, AND VALVES IN PUSUC RIGHT'S -OF -WAY OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAIL NO. SVG-1. ALL UTILITY CASTINGS OUTSIDE OF PAVED AREAS SHALL BE INSTALLED WITH A CONCRETE COLLAR AROUND THEM. 19. PVC MANHOLE ADAPTERS OR APPROVED EQUAL SHALL BE USED TO.MAKE ALL CONNECTIONS OF SDR 21 OR 35 PVC PIPE TO MANHOLES OR CATCH BASIN'S. 20. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'6" FOR SDR 21 OR 35 PIPE. 21. BEDDING FOR PVC, CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8 INCH MINUS CRUSHED ROCK, SIX INCHES (6") MINIMUM UNDER, TO SIX INCHES (6") MINIMUM OVER THE PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL NO, GEPT-2 22• REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFILL DETAIL NOS.= GEPT-1 AND GE PT-2 FOR CONSTRUCTION PROCEDURES. 23• ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE BANK -RUN GRAVEL, FOR TRENCH BACKFILL PER SECTION 9-03.14. 24. PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT-OF-WAY SHALL BE 5/8 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET, AS PER CITY OF -AUBURN STANDARD DETAIL CEPT--1. 25, CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF AUBURN. SHEET INDEX C-1 I SITE DEVELOPMENT, GEN. MOTES & BUILDING LAYOUT .40�:zwl p� 19FT , �N At. a 0oap TEN,ggiL FAC QO)- RECORD DRAWING CERTIFICATION THESE PLANS ARE "APPROVED" FOR These drawings conform to th' Contractor's construction records. CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION REQUIREMENTS B . Y. / Date: YA46k 4/) l Title/Qos1ti2 APPROVED BY Confirmed by Cit It, ilet Dater It" 84 DATE APPROV11 s ,e PF 0A5 t D� t 00 oelel