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HomeMy WebLinkAbout05D1794U)(A L.jUj aW X SEC 18 T1NP 21 N ROE 6E 1A1� CONSTRUCTION NOTES: 1. THIS DEVELOPMENT PROJECT SHALL CONFORM T0 THE CITY OF REQUIREMENTS THE CHURCH OF JESUS CHRIST AND BE IN ACCORDANCE WITH THE APPROVED PLANS ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. OF LATTER DAY SAINTS 2_ ALL WORKM.".NSHIP AND MATERIALS SHALL CONFORM TO THE '*WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGF, AUBURN 1 8 WARDS PARKING LOT AND MUNICIPAL CONSTRUCTION" (2000/tATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITYS PROJECT SPECIFICATIONS MANUAL, AND THE CITYS STANDARD AUBURN,WA STAKE 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 LOCA TTONS OF ALL UNDERGROUND U71LITIES 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 x 19.122 REVISED CODE OF WASHINGTON (RCIN). PRIOR TO STARTING CONSTRUCTION, THE N _ CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, I . SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 3 x 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 RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT�A7i PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FG`� 7P.IFFIC CONTROL v� 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 CONTRACTOR'S 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 _ x LICENSED PROFESSIONAL CIVIL ENGINEER. - 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITYS - "RECORD CONSTRUCTION DOCUMENT" HANDOUT. x CONSTRUrTION SEQUENCE x� 1. CONDUCT PRE -CONSTRUCTION MEETING ON SITE. 2. FLAG CLEARING LIMITS WITH LATH AND RED SURVEY TAPE. ABBREVIATIONS: 3. INSTALL SILT FENCE. ® AT 4. REMOVE ITEMS NOTED ON DEMOLITION ION PLAN. AC ASPHALT CONCRETE CSBC CRUSHED SURFACING BASE COURSE 5. STRIP TOPSOIL. CSTC CRUSHED SURFACING TOP COURSE E EAST 6. GRADE PARKING AREA TO SUBGRADE ELEVATIONS. ELEV ELEVATION FF FINISHED FLOOR Z INSTALL UNDERGROUND UTILITIES INCLUDING ELECTRICAL CONDUIT FL FLOW LINE AND IRRI GA T ION LINES. GAL V GAL VANI ZED MAX MAXIMUM 8. INSTALL, GRADE, AND COMPACT BASE ROCK FOR PARKING AREA. MIN MINIMUM MP MIDPOINT 9. INSTALL CEMENT CONCRETE CURB. N NORTH OC ON CENTER 10_ CONSTRUCT INFILTRATION POND. FILTER STRIP, AND GRAVEL PCC PORTLAND CEMENT CONCRETE SPREADER, INCLUDING TOPSOIL AND RESTORATION MATERIAL. PT POINT OF TANGENCY PVC POL YWN YL CHLORIDE 11. PAVE PARKING AREA. R RADIUS 12. INSTALL LIGHT STANDARDS AND STRIPE PARKING LOT. S SOUTH TYP TYPICAL 13. INSTALL LANDSCAPING MATERIALS. W WEST WSDOT WASHINGTON STATE DEPARTMENT OF 14. REMOVE SILT FENCE. TRANSPORTATION LEGAL I DFSMP ON: THAT PORTION OF THE FOLLOWING DESCRIBED TRACT LYING WESTERLY OF THE HARVEY ROAD: BEGINNING AT A CONCRETE RAMANG INDEX: MONUMENT MARKING THE NORTHEAST CORNER OF GOVERNMENT p LOT 10, SECTION 18, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., IN SHEET NO, SHEET TITHE KING COUNTY, WASHINGTON; THENCE SOUTH 8954'08" WEST ALONG THE NORTH LINE OF SAID GOVERNMENT LOT 10, A C-1 COVER SHEET DISTANCE OF 512.03 FEET TO THE MEANDER CORNER OF THE OLD C-2 SITEDEMCONSTRUCTION PLAN CHANNEL OF THE WHITE RIVER; THENCE SOUTH 16' WEST 272.42 C-3 SITE CONSIRUC110N AND GRADING FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUE SOUTH PLAN 16' WEST 315.73 FEET TO THE NORTH LINE OF THE SOUTH 100 C-4 DRIVEWAY RELOCATION, DEMOLITION FEET (AS MEASURED ALONG THE EAST LINE) OF THE NORTH HALF AND RECONSTRUCTION PLAN C-5 STRIPING AND ELECTRICAL PLAN OF SAID GOVERNMENT LOT 10; THENCE NORTH 89'3629" EAST PARALLEL TO THE SOUTH LINE OF THE NORTH HALF OF SAID C-6 DETAILS GOVERNMENT LOT 10, A DISTANCE OF 639.27 FEET TO THE EAST L-1 LANDSCAPE PLAN LINE OF SAID GOVERNMENT LOT 10, THENCE NORTH 3'33'09" EAST L-2 LANDSCAPE PLAN ALONG SAID EAST LINE 303.62 FEET, THENCE SOUTH 89'3629" WEST 571.05 FEET TO THE TRUE POINT OF BEGINNING. L-3 IRRIGATION PLAN L-4 IRRIGATION PLAN PARCEL NUMBER: 182105- 9261 CALL TWO WORKING DAYS BEFORE YOU DIG QD 1-800-424-5555 UTILITIES UNDERGROUND LOCATION CENTER S so= IN V V(; iRRICA110R _ IMF, TW - aV.sr N 8"'29' E SITE PLAN SCALE: 1" = 50' LEQDQL DESCRIPTION CHAIN LINK FENCE SIL T FENCE PROPERTY LINE/RIGHT-OF-WAY EDGE OF GRAVEL STRUCTURE PCC CURB PCC CURB AND GUTTER IRRI GA TION STORM DRAIN POWER IRRIGATION DEDUCT METER IRRIGATION VALVE BOX IRRIGATION SPRINKLER HEAD POWER VAULT UTILITY POLE GUY WIRE SIGN LIGHT STD W/LUMINAIRE JUNCTION BOX CONIFER SECIIUN ANU Ut 1 AR ULZdU- A 1 TUN: LETTER DESIGNATION SHOWN INDICATES SHEET X WHERE SECTION IS 1 XX PROPOSED SECTION OR DETAIL SCALE EXISTING NUMBER DESIGNATION INDICATES SHEET XX WHERE DETAIL IS SHOWN LETTER (SECTION) OR X NUMBER (DETAIL) DESIGNATION ��IIJill 1'Jill ��l���l���l�� Nelp rareM Forest Fi - . __ - � � M " M 1 i VICINITY MAP SURVEYOR & ENGINEER PARAMETRIX, INC. Ul PO BOX 460 SUMNER, WA 98390 PHONE: (253) 863-5128 CONTACT: BOB FRANKLIN OWNER CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS, CD A UTAH CORPORATION SOLE. PO BOX 2328 ISSAQUAH, WA 98027-0105 PHONE: (425) 392-1260 FAX: (425) 392-3637 CONTACT: TOM EVANS APPUCANT CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS, A UTAH CORPORATION SOLE. PO BOX 2328 ISSAQUAH, WA 98027-0105 PHONE: (425) 392-1260 CD FAX: (425) 392-3637 CONTACT: TOM EVANS SITE ADDRESS 625 M STREET NE AUBURiv, WA CITY BENCHMARK REFERENCE RAILROAD SPIKE IN POWER POLE #X1833 AT THE NORTHEAST CORNER OF 6TH STREET NE AND M STREET NE ELEV = 72.78 DATUM (NGVD 29) Record Drawing Certification These drawings conform to the Contractor's construction records By. Date: Title/Position: Confirmed by City. Date: PROJECT REF: GRA01-0025 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By. ' S "LL Date Approved: _ jzz DATE I REVISE Parsrnrtrix. Inc. • 1231 Friar Ammo Sur vw. MIA 98390 Ph: 863--5128 Fox R"NRI, 863—OW M*//W=*W6w@WK" w w11 IG'low OREMner lond Branertan Kirkland 0 �' r EITM TWO INCHES AT FULL SCALE IF NOT SCALE ACCORDINGLY SCALE NO SCALE SAW 19703301 DESKPIED B. FRANKLIN DRAW PMX _ STAMP 4te4,/ �r -W*WWWW 3 -ZL-o wIREs: 7-Z I -o Z PROJECT FOR THE CHURCH OF JESUS CHRIST OF LATTER^DAY SAIN17S PROJECT NAME AUBURN PARKING EXPANSION PROJECT ADDRESS 625 M STREET NE AUBURN, WASMINGTON SHEET TITLE COVER SHEET PROJECT DESIGNATION XXXXX PROPERTY NUMBER SHEET NO. XXXXX DEVELOPMENT NUMBER C _ 1 XXXXX DATE 5/2002 SHEET 1 OFI O C)S D 1794/ V) 0 0'- � aw �X 0 M 0 04 0 0 w F- a 0 UENERAL CONSTRUCTION NOTES• SEC 18 TWP 21 N RQE 5E WM 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 THE CHURCH OF JESUS CHRIST PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON OF LATTER G ON STATE DAY SAINTS DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR AUBURN 1 6 WARDS PARKINGMODIFIED BY THE CITY'S PROJECT SPECIFICATIONS MANUAL, AND THE CITY'S STANDARD !LOT CONSTRUCTION DETAILS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AUBURN.AT THE JOB SITE DURING CONSTRUCTION. WA S T A K E 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. PROJECT NO 502-7322-81 LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS� x CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT FIFT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND Fly LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED X I BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING, AND RESPONSIBILITY - - FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER t 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION THE N CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS' (WATER, i SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 3 x 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 41,1115 BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, 0) HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. x� PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL 6. THE CONTRACTOR SHALL RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. RECAP WLY DUiF1ELD FENC3 b7.05 Inc AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. - X CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTOR'S OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. E. E% 12"9:.0 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. x 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. x CONRTR CTION SEQUENCE: 1. CONDUCT PRE -CONSTRUCTION MEETING ON SITE. 2. FLAG CLEARING LIMITS WITH LATH AND RED SURVEY TAPE. 3. INSTALL SILT FENCE. ABBREVIATIONS: AT 4. REMOVE ITEMS NOTED ON DEMOLITION PLAN. AC ASPHALT CONCRETE CSBC CRUSHED SURFACING BASE COURSE 5. STRIP TOPSOIL. CSTC CRUSHED SURFACING TOP COURSE 6. GRADE PARKING AREA TO SUBGRADE ELEVATIONS. E EAST ELEV ELEVA TION 7. INSTALL UNDERGROUND UTILITIES INCLUDING ELECTRICAL CONDUIT FF FINISHED FLOOR FL AND IRRIGATION LINES. FLOW LINE GAL V GAL VANIZED 8. INSTALL, GRADE, AND COMPACT BASE ROCK FOR PARKING AREA. MAX MAXIMUM MIN MINIMUM 9. INSTALL CEMENT CONCRETE CURB. MP MIDPOINT N NORTH 10. CONSTRUCT INFILTRATION POND, FILTER STRIP, AND GRAVEL OC ON CENTER SPREADER, INCLUDING TOPSOIL AND RESTORATION MATERIAL. PCC PORTLAND CEMENT CONCRETE PT POINT OF TANGENCY 11. PAVE PARKING AREA. PVC POLYVINYL CHLORIDE R RADIUS 12. INSTALL LIGHT STANDARDS AND STRIPE PARKING LOT. S SOUTH TYP TYPICAL f3. INSTALL LANDSCAPING MATERIALS. W WEST WSDOT WASHINGTON STATE DEPARTMENT OF 4. REMOVE SILT FENCE. TRANSPOR TA TION LEGAL DESCRI PTION: THAT PORTION OF THE FOLLOWING DESCRIBED TRACT LYING WESTERLY OF THE HARVEY ROAD: BEGINNING AT A CONCRETE MONUMENT MARKING THE NORTHEAST CORNER OF GOVERNMENT DRAWING INDEX: LOT 10, SECTION 18, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; THENCE SOUTH 8954'08" WEST SHEET N0. SHEET TITLE ALONG THE NORTH LINE OF SAID GOVERNMENT LOT 10, A C-1 COVER SHEET DISTANCE OF 512.03 FEET TO THE MEANDER CORNER OF THE OLD C-2 DEMOLI TION/TESC PLAN CHANNEL OF THE WHITE RIVER; THENCE SOUTH 16' WEST 272.42 C-3 SITE CONSTRUCTION AND GRADING FEET TO THE TRUE POINT OF BEGINNING, THENCE CONTINUE SOUTH PLAN 16' WEST 315.73 FEET TO THE NORTH LINE OF THE SOUTH 100 C-4 DRIVEWAY RELOCATION, DEMOLITION FEET (AS MEASURED ALONG THE EAST LINE) OF THE NORTH HALF AND RECONSTRUCTION PLAN OF SAID GOVERNMENT LOT 10; THENCE NORTH 893629" EAST C-5 STRIPING AND ELECTRICAL PLAN PARALLEL TO THE SOUTH LINE OF THE NORTH HALF OF SAID C-6 DETAILS GOVERNMENT LOT 10, A DISTANCE OF 639.27 FEET TO THE EAST LINE OF SAID GOVERNMENT LOT 10; THENCE NORTH 3'33'09" EAST L-1 LANDSCAPE PLAN ALONG SAID EAST LINE 303.62 FEET, THENCE SOUTH 893629" L-2 LANDSCAPE PLAN WEST 571.05 FEET TO THE TRUE POINT OF BEGINNING. L-3 IRRIGATION PLAN PARCEL NUMBER: 182105-9261 L-4 IRRIGATION PLAN CALL TWO WORKING DAYS BEFORE YOU DIG 1-800-424-5555 UTILITIES UNDERGROUND LOCATION CENTER -I- __ k ­ - - - -..aPiGA-10I: 'AL VE 90, PCP -UP SPRINKLER HEAD. TYP PVC IRRIGATION / L/NJ f. TYP J- W NEAR NE BLDG21<02- 571.05' S 89 36'29' W ..._.:fir SITE PLAN N M'38�29' E SCALE: 1" = 50' DESCRIPTION CHAIN LINK FENCE SILT FENCE PROPERTY LINE/RIGHT-OF-WAY EDGE OF GRA VEL STRUCTURE PCC CURB PCC CURB AND GUTTER IRRIGA TION STORM DRAIN POWER IRRIGATION DEDUCT METER IRRIGATION VALVE BOX IRRIGATION SPRINKLER HEAD POWER VAULT UTILITY POLE GUY WIRE SIGN LIGHT STD W/LUMINAIRE JUNCTION BOX CONIFER SECTION AND DETAI DESIGNATION: LETTER DESIGNATION PROPOSED 1 = 1 7�0 DEDUCT METER W z EXISTING � -NUMBER SHOWN DESIGNATION INDICATES SHEET X X WHERE SECTION IS INDICATES SHEET XX XX WHERE DETAIL IS SHOWN SECTION OR DETAIL LETTER (SECTION) OR X NUMBER (DETAIL) SCALE DESI GNA TION .• •� &� _ USE a I 3EPCIiVICINITY MAP SURVEYOR & ENGINEER PARAMETRIX, INC. PO BOX 460 SUMNER, WA 98390 PHONE: (253) 863-5128 CONTACT: BOB FRANKLIN OWNER CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS, A UTAH CORPORATION SOLE. PO BOX 2328 ISSAQUAH, WA 98027-0105 PHONE: (425) 392-1260 FAX: (425) 392-3637 CD CONTACT: TOM EVANS APPLICANT CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS, A UTAH CORPORATION SOLE. PO BOX 2328 ISSAQUAH, WA 98027-0105 PHONE: (425) 392-1260 CD FAX: (425) 392-3637 CONTACT: TOM EVANS SITE ADDRESS 625 M STREET NE AUBURN, WA CITY BENCHMARK REFERENCE RAILROAD SPIKE IN POWER POLE #X1833 AT THE NORTHEAST CORNER OF 6TH STREET NE AND M STREET NE ELEV = 72.78 DATUM (NGVD 29) Record Drawing Certification These drawings conform to the Contractor's construction records BY: Date: Title/Position: Confirmed by City. Date: PROJECT REF: GRA 01- 0025 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. s Approved By - Dote Approved: MARK I DATE I REVISION Parametrix, Inc. "Quality Service Through Employee Ownership' •1231 Fryor Avenue Sumner, WA 98390 Ph: M3 863-5128 Fax:3 863-0946 http: //www.porometrix.com WASHINGTON OREGON Sumner Portland Bremerton Kirkland 0 2" TWO INCHES AT FULL SCALE IF NOT SCALE ACCORDINGLY SCALE NO SCALE FILENAME 19703301 DESIGNED B. FRANKLIN DRAWN PMX STAMP OF WW I Ww,Wlw-w� 3 -26.-0 KPIRES: 7- 2 1- 0 Z PROJECT FOR THE CHURCH OF TESUS CHRHST OF LATTER-DAY SAINTS PROJECT NAME AUBURN PARKING EXPANSION PROJECT ADDRESS 625 M STREET NE AUBURN, WASHINGTON SHEET TITLE COVER SHEET PROJECT DESIGNATION XXXXX PROPERTY NUMBER SHEET NO. XXXXX DEVELOPMENT NUMBER C _ q XXXXX I DATE 5/2002 SHEET 1 OF1 O 0SD1794/ M 0 w 0 M 0 r- 0) Q m 0 W V) LLJ ci '1 Q W �X 0 0 rn w Q z W J ti CV 0 M 0 w F- Q 0 lop, X67.05 iL: EX 12" 910 X66.59 X66.39 { X65.88 X66.55 '6t.13 e di # X� X X66.49 X66.75 44y2 )(66.44 64 F X65.94 JC 62,84 r tdi �65.56 gg.xa 2.643 X65. ' 6.16 X66.85 X66.81 X65.76 XO'53 3' 6) t¢ )K86,54 X67.33 `i xe7.,9 _ DEMOLITION NOTES. MARK DATE ElSAWCUT AND REMOVE PCC VERTICAL CURB BETWEEN LIMITS SHOWN. CURB MAY CONTAIN REBAR. El REMOVE 6' HIGH CHAIN LINK FENCE INCLUDING POSTS AND FOUNDATIONS. F REMOVE 10' HIGH CHAIN LINK FENCE INCLUDING POSTS, GATES, AND FOUNDATIONS. F41 REMOVE 15' HIGH CHAIN LINK FENCE INCLUDING POSTS, GATES, AND FOUNDATIONS _ E] REMOVE 4" THICK PCC SLAB AND BENCH. F6] REMOVE PCC WHEELCHAIR RAMP. J El SAWCUT AND REMOVE AC PAVEMENT. DEPTH 4"f. X6913 1-81 INSTALL SILT FENCE. CITY OF AUBURN STANDARD DEV-6. RETAIN EXISTING PCC VERTICAL CURB. 10 REMOVE EXISTING HANDICAP PARKING SIGNS, POSTS, AND FOUNDATIONS. Xfi915 BACKFILL WITH NATIVE MATERIAL AND RESTORE LANDSCAPING. -EXISTING 11 REMOVE PCC SIDEWALK WITH INTEGRAL CURB, INCLUDING PEDESTRIAN RAMP, DRAINAGE BETWEEN CONSTRUCTION JOINTS. INTEGRAL CURB MAY CONTAIN REBAR. RETAIN VERTICAL CURB ALONG BACK OF SIDEWALK. 54' + X69" F1 REMOVE PCC PAD. RAIN 10 11 F13 CLEAR AND GRUB AREA. 89.86 i n� X 70 C7 X 70.00 X71. X71.92 X70.10 `* X_* _ X70 23 fi 4 4 X 70. 45 11.2, X70,9 X 71.06 X71,07 70.86 Xv70.60 EXISTING X702, DRAINAGE � 6 X 69.66 _ CLEARIN AND GRUBBING LIMITS gigi gg X69_i+. 'M 091�6 Nd _ x 3 X69.61 a i - ]0, �=�, X70.36 X70. 38 X69.74 95 X68.347.54 X67.64 X67.50 ,5 X68 79 X69X67.53 ,..., X 77X67.66 X"' X66.0X68.14 ?2- x '8X-A :65 X68.92 X2 X69.25 .X. 69 '1�1 6-6�i52 48-95 Xsa.4, Xsas9 X66.8X .,..- 7 10 .a.� - 697012 X7031 X70.53 . -! ,� 5 12 GRADING AND EROSION CONTROL NOTES PLAN 8 CLEARING AND s GRUBBING LIMITS 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES SCALE: 1 " = 20' FROM APRIL TO SEPTEMBER 30, AREAS AT FINAL GRADE AND INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING THOSE THAT ARE SCHEDULED TO REMAIN UN WORKED FOR MORE AND/OR OTHER CONSTRUCTION ACTIVITIES. THESE FACILITIES SHALL BE MAINTAINED, AND 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND THE DETENTION THAN THIRTY DAYS SHALL BE STABILIZED WITHIN TEN DAYS. UPGRADED IF NECESSARY, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL FINAL SITE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE CONSTRUCTION IS COMPLETED. AFTER CITY APPROVAL, THE CONTRACTOR WILL BE RESPONSIBLE FOR FROM OCTOBER 1 TO TO MARCH 31, EARTHWORK ACTIVITIES SHALL EXISTING CITY STORM DRAINAGE SYSTEM. REMOVING ALL TEMPORARY FACILITIES. BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET 2. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY THE CITY. 5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), SEDIMENTATION AND EROSION NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCITON ACTIVITY. THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM STABILIZED IMMEDIATELY. REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION 6. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS NOTES. CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE ON ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM IMPLEMENTATION, MAINTENANCE, REPLACEMENT, AND ADDITIONS TO THESE CONTROL SYSTEMS MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: 1. SEE IRRIGATION PLAN FOR REMOVAL OF EXISTING SHALL BE THE RESPONSIBILITY OF THE PERMI TTEE. IRRIGATION LINES AND SPRINKLER HEADS. REVISION Parametrix, Inc. "Quality Service Through Employee Ownership" • 1231 Fryar Avenue Sumner, WA 98390 Ph: 253 863-5128 Fax: 253 863-0946 http://www.parometrix.com WASHINGTON OREGON Sumner Portland Bremerton Kirkland 0 " 2" TWO INCHES AT FULL SCALE IF NOT SCALE ACCORDINGLY SCALE 1 of = 20' FILENAME 19703304 DESIGNED B. FRANKLIN DRAWN PMX CHECKED STAMP JA �. 7-Z 1-O Z- g PROJECT FOR THE CHURCH OF JESUS C HRIST OF LA TTIEI- DAY SAItJTS PROJECT NAME Record Drawing Certification These drawings conform to the Contractor's construction records By: Date: - Title/Position: Confirmed by City: PROJECT REF: Date: GRA 01- 0025 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Gt Approved By: � Ate►--- -:7JL Date Approved: V Z_ SJO C_ AUBURN PARKING EXPANSION 625 M STREET NE AUBURN, WASHINGTON SHEET TITLE DEMOLITION/TESC PLAN PROJECT DESIGNATION XXXXX PROPERTY NUMBER SHEET NO. XXXXX DEVELOPMENT NUMBER C-2 XXXXX DATE 5/2002 SHEET 2 OF 10 osDi79y V)V) wL' �w Q X 15' , 6', 15' MATCH EXISTING GRADE X66-30 �07'�ddyp 68 ]5 X67.32 x67 59 X66.55 N ,�68.59 X66,39 X66,61 67.04 ,j86.37 i' s s'`.T66.37 X66.83 X66.94 Js X66.70 X66.33 A X66 61 )(66.39 X65.W x66 S5 X6689 X 7.19 Xc7°5 MATCH EXISTING GRADE --\ r'! XNA" y Xe 1", 93.0 X65.94 628`4}}t 65.56 a 5, X65. ,8 X65.76 X .53 �86.54 X67.33 i� j �r X67.9a M X66.85 X86.49 X66.75 X67.03 X117.20 X66.81 X66.76 X67.51 X67.19 X6Z47 X67,09 X67.52 -rr.0 X67.50 X67,53 X67.66 x57.H4 MATCH EXISTING GRADE-J SITE CONSTRUCTION NOTES: OINSTALL, CEMENT CONCRETE VERTICAL CURB. SEE DETAIL 1 C-6 0MATCH EXISTING ASPHALT CONCRETE PAVEMENT. OMATCH TO EXISTING CURB. G NOT USED 0 00NSTRUCT ASPHALT CONCRETE PAVEMENT. SEE DETAIL C_ 6 6 NOT USED 7 CONSTRUCT GRASS FILTER STRIP. SEE DETAIL C56 O CONSTRUCT INFILTRATION POND. SEE DETAIL 5 C-6 X 6 7 X6% 18 7.5: 1 28' 56' 9' 45' 12' CO �:: �o 2' TO C QUm -; BUMPER CURB �' ={ _ w 10' 66.84 67.40 AC x zw� �- 68.88 '��(v/n^,) LL 69.00 POINT 77 p \/68.80 X68.96 ,.,..-I--.,..�.,.,,,�w ••'!f"'.' 69. 4 7� O O #1V I v 68.6fl X ..__., X . X X66,3 X6fl2fl x684fi8.43 XN.65 69.50 69 7 03 LU Z BASELINE B X68.69 W X69.6, _._ CE OF EX CURB Q cn I N SEE NOTE 5 BELOW 0 1 69.50 P 45 I GRADE N N R� 69.18 ems' I BREAK X69. I a 68.43 PT _ 69.29 PT 923 I LINE l'8.98 ' �- 68.60 PT 2.0% I 68.49 MP 25' 20 1 10' 5 I 92 271 X67.73 TYP 6,.99 68.56 PT66.21 TYP xb .95 PT T YP5 6 3i 20 f N 69.43 I 67.94 PT 1.80% 6 7.89 MP Q� �`�' 68.6 i MP �� x 6 2 69.30 I x69_q 6 7. 94 PT 68.25 1 69. 42 69.55 i "t I X69 SEE 12 TYP 1 58 X69.36 - - TBh 68.56 P T ;n 1 - - - U) ELE X67.97 -o 3 2 I 6 X66.,6 69.11x6RT 5 66.52 30 I_ _ 1 ` X69.73 70,41 I A 89 5$- 0 X73.0 W0 N 11 c00 EDGE OF A/C k'6972 I I V PAVEMENT fi7,38 X 67.40 ACfl:gz: X6] 8 0 N W 17' I_ 17' o �'- - - - TYP TYP 69.11 PT 1 ~ 0 68.56 PT m 66.84 67.94 PT 69.06 MP , I ��I b �� 6 7. 89 MP 68. 61 MP � 0 2.0% 1 O CIL 68. 4 X 68 54 67.94 PT 68.25 8.56 PT 69.42 'n 69.11 P N x6 7.5: 1 I C-11 I X67,70 7. 5; 23 EXISTING SPOT ELEV, TYP xt 6, 7 X69.68 X69.66 X69.94 .... - ..:: a_ _ X 5 1 8I2 '><68.59 X68.63 X7003V 1 CD J X69.43 11 0 C ,_ X6a75 i I 1.80% 1.80% X 70.86 I 13 -< 1 ........ ... _.. .... X58. 21 O X68.57 X69.14 1 .79 X88-71 X6I174 X69.64 Q P 2 X7060 69.11 PT ( I 68.25 1 68.56 PT 6907 67.94 PT �� 1 ��� 69.06 MP �� 110 55 6 7.89 MP 68.61 MP I 69.42 X69, I 6 co � X7o.z, 68.56 PT 2• 70q 6413 69.35 67.94 PT 1.80% x68.64 x66 fl6 6 9.14 P T 68.8,E X 6.77 69.60 I 56' 9' 45' �- - „ i LO 2.0% 68.49 MP 68.60 PT 69.80 MP I' BREAK N 169.86 68.43 PT 2.52% 6� ,6 I� xLINE - I - �II X691,9. 80 } O IIIIII X 9.„ X69.fii 1 �• O 1 2' X Y69 0 35 X69.74 S,fi9 5 C) X66 5G O ,X68. X68.79 69.74 X66o 1.80 co 7� N Xn6,2 % N rD X68.n6 X68.74 61§,*68,65 X68.92 7 t X69 5 k `7A i8. Nk4 E'3 k) X68 41 X6. 9 x• X68.86 7 . 66.84 68.43 x _ x69.10 x �. X2 .,.X X70.53 xt; d - ...,.. 'a ....,.X66: X68'77".. ,. _.. X68.60 XfiB .. .. � 69.69 39 ... e 68.88 1 68.88A 0 3 NOTES: 67.40 AC PLAN U 1. ALL MEASUREMENTS ARE TO FACE B Q (PARKING LOT SIDE) OF CURB. SCALE: 1 = 20 C-6 ONOT USED GNOT USED GCONSTRUCT 8' WIDE, 4" THICK CEMENT CONCRETE PAD BETWEEN CURBS, FLUSH WITH TOP OF CURBS. 12 INSTALL PRECAST CEMENT CONCRETE BUMPER CURB. PIN TO ASPHALT WITH REBAR. SEE CITY OF AUBURN STANDARD DETAIL TRAFFIC 01. 2. ALL ELEVATIONS ARE FLOW LINE UNLESS SHOWN OTHERWISE. GCONSTRUCT CEMENT CONCRETE SIDEWALK AND DROP PEDESTRIAN RAMP. SEE DETAIL 2 3. GROUNDWATER ELEVATION ON C-6 FEBRUARY 18, 2000 = 59.5f. GINSTALL CEMENT CONCRETE VERTICAL CURB. 4. SLOPE PERCENTAGES SHOWN ON MATCH TO EXISTING. PLANS ARE APPROXIMATE. USE SPOT ELEVATIONS FOR GRADING. APPROXIMATE GRADING QUANTITIES 5. LOCATE NEW FACILITIES PARALLEL TOTAL EXCAVATION = 1100 CY AND PERPENDICULAR TO BASE LINE TOTAL FILL = 50 CY A. MEASURE NORTH -SOUTH DISTANCES FROM POINT #1 ON BASE TOTAL TO BE EXPORTED OFFSITE = 1050 CY LINE B , PARALLEL TO BASE LINE A. MARK DATE REVISION X69.43 X88.99 IDP X69.57 X89.54 ,4 Parametrix, Inc. "Quality Service Through Employee Ownership" • 1231 Fryar Avenue Sumner, WA 98390 Ph: 253 863-5128 Fax: 253 863-0946 http://www.parametrix.com WASHINGTON OREGON Sumner Portland Bremerton Kirkland 0 2„ TWO INCHES AT FULL SCALE IF NOT SCALE ACCORDINGLY SCALE 1 „ = 20' FILENAME 19703305 DESIGNED B. FRANKLIN DRAWN PMX STAMP -Z(.-©-4 PROJECT FOR )c =E CHURCH OF JESUS CHRIST OF LATTER-DAY SjUi4 S PROJECT NAME Record Drawing Certification These drawings conform to the Contractor's construction records By: Date: Title/Position: Confirmed by City: Date: PROJECT REF: GRA01-0025 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. a 441 Approved ByO.J�32214 Date Approved:?��OZ AUBURN PARKING EXPANSION PROJECT ADDRESS 625 M STREET NE AUBURN, WASHINGTON SHEET TITLE SITE CONSTRUCTION AND GRADING PLAN PROJECT DESIGNATION XXXXX PROPERTY NUMBER SHEET NO. XXXXX DEVELOPMENT NUMBER C-3 XXXXX DATE 5/2002 SHEET 3 OF 10 PA O IS" 3 or- I u OS D 1794/ -a M M O 0 0 W 0 0 M n 0 rn (f)V) W. Q :EX K) 0 w Q Z w .J L, N 0 N N 0 w Q 0 3' PC 68.84 PT 69.00 GH POINT 69.20 PC 68.98 PT m 69.50 PT LEGEND RECONSTRUCTION CEMENT CONCRETE PLAN DRIVEWAY OR SIDEWALK 1" = 20' ASPHALT CONCRETE PA VEMEN T CONSTRUCTION NOTES DRIVEWAY APPROACH RELOCATION OREGRADE AS NECESSARY AND CONSTRUCT ASPHALT CONCRETE PAVEMENT SECTION. SEE DETAIL 1 C-6 O2 INSTALL CEMENT CONCRETE VERTICAL CURB. SEE DETAIL 1 C-6 3 MATCH TO EXISTING CURB ELEVATION. 4 INSTALL CURB AND CEMENT CONCRETE COMMERCIAL APPROACH. SEE CITY OF AUBURN STANDARD DETAIL STDW-1C. MATCH EXISTING SIDEWALK WIDTH. INSTALL CURB IN SAME LOCATION AS EXISTING CURB. MAINTAIN EXISTING FLOWLINE ELEVATIONS AT FACE OF CURB. OINSTALL VERTICAL CURB AND CEMENT CONCRETE SIDEWALK, PER CITY OF AUBURN STANDARD DETAIL STSW-2. INSTALL CURB IN SAME LOCATION AS EXISTING CURB. MAINTAIN EXISTING FLOWLINE ELEVATIONS AT FACE OF CURB. MATCH EXISTING SIDEWALK WIDTH. 19 6 INSTALL CURB PARALLEL TO FACE OF CURB/SIDEWALK ADJACENT TO BUILDING. 7 SEE LANDSCAPING PLAN FOR RESTORATION. 8 BEVEL END OF CURB. CONSTRUCT ASPHALT CONCRETE PAVEMENT SECTION. MATCH EXISTING SECTION REMOVED FOR INSTALLATION OF CURB. MAINTAIN EXISTING FLOWLINE AT FACE OF CURB. 811 INSTALL NEW CURB PARALLEL TO FACE OF CURB AT SOUTH SIDE OF PARKING LOT. ADJUST EXISTING GAS VALVE BOX TO NEW GRADE. 813 INSTALL CEMENT CONCRETE SIDEWALK, 4" CEMENT CONCRETE OVER 4" CRUSHED SURFACING TOP COURSE. REMOVE AND REPLACE CEMENT CONCRETE WHEEL STOP IN SAME LOCATION AS EXISTING. JOIN T CURB JOINT IN CURB 0-41 A AIM C`IMr'1A/A I 1/ REM 0 VE PARALLEL TO FACE OF CURBI SIDEWALK C n d- N LEGEND REMOVE CEMENT CONCRETE REMOVE ASPHALT CONCRETE PAVEMENT EXISTING DRI VEWA Y EXI STII` CHURC DRI VEV PROPO` CHURCf DRI VEW W W f� V) PROPOSED CHURCH DRI VEWAY- DEMOLITION PLAN 1 " = 20' EXISTING CHURCH DRI VEWA Y EXISTING DRI VEWA Y XISTING RI VEWA Y MARK I DATE I REVISION Parametrix, Inc. 'Quality Service Through Employee Ownership" • 1231 Fryar Avenue Sumner, WA 98390 Ph: 253 863-5128 Fax: (253) 863-0946 http: //www.porometrix.com WASHINGTON OREGON Sumner Portland Bremerton Kirkland EXISTING DRI VEWA Y 0 2„ TWO INCHES AT FULL SCALE IF NOT SCALE ACCORDINGLY SCALE 1 „ = 20' FILENAME 19703313 DESIGNED B. FRANKLIN DRAWN D. DOCHOW CHECKED i APPROVED f STAMP P. Fj�a 7� vi EXISTING A 3 —24-0 DRI VEWA Y .-a z PROJECT FOR °IL'IE-3IIE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS PROJECT NAME AUBURN PARKING EXPANSION PROJECT ADDRESS , REMOVE LANDSCAPING, SAWCUT �y W SOD AND TOPSOIL 625 M STREET NE DRIVEWAY RELOCATION AUBURN, WASHINGTON REMOVE CURB PLAN DEMOLITION NOTES DRIVEWAY APPROACH RELOCATION: FilSAWCUT ASPHALT CONCRETE PA VEMEN T. aREMOVE ASPHALT CONCRETE PAVEMENT. F31REMOVE CEMENT CONCRETE CURB. CURB CONTAINS REBAR. D4 REMOVE CEMENT CONCRETE CURB, SIDEWALK, AND DRIVEWAY. F51REMOVE CEMENT CONCRETE SIDEWALK. F61REMOVE SOD AND TOPSOIL. SEE LANDSCAPE PLANS. F71 REMOVE 2-16" TREES COMPLETE WITH ROOT SYSTEM. BACKFILL HOLE WITH CRUSHED SURFACING TOP COURSE TO BOTTOM OF TOPSOIL. RECONSTRUCTION NOTES: 1. ELEVATIONS SHOWN ON THE PLANS ARE FLOWLINE AT FACE OF NEW CURB. ADD 0.5' FOR TOP OF CURB ELEVA TION. 1 " = 40' Record Drawing Certification These drawings conform to the Contractor's construction records Bv. Date: — Title/Position: Confirmed by City: PROJECT REF: Date: GRA01-0025 These plans are approved for conformance with the City of Auburn Engineering Division requirements. ii at Approved By: - ----,,- Date Approved: 3�Zf�%OZ SHEET TITLE DRIVEWAY RELOCATION, DEMOLITION AND RECONSTRUCTION PLAN PROJECT DESIGNATION XXXXX PROPERTY NUMBER SHEET NO. XXXXX DEVELOPMENT NUMBER C-4 XXXXX DATE 5/2002 SHEET 4 OF 0 FA * 15- � 'DI 10 OTD 179q (f)� w� CDw Q ;�X rS I— O N 6 STALLS @ 9' = 54' 1 1 5 STALLS @9' = 45' I 6 STALLS © 9' = 54' N4800 t- 6 x k STRIPING AND SIGNING CONSTRUCTION NOTES: 5 STALLS ® 9' = 45' I I MAI O N Q INSTALL PAINTED HANDICAP SYMBOL. SCALE: 1 " = 20' F21 INSTALL 2" GALVANIZED STEEL PIPE WITH HANDICAP ELECTRICAL CONSTRUCTION NOTES: SYMBOL SIGN R7-801 AT BACK OF SIDEWALK CENTERED ON HANDICAP STALL. INSTALL AT A MOUNTING HEIGHT 0 RETAIN EXISTING POLE AND LUMINAIRE. OF 4' TO THE BOTTOM OF THE SIGN. 02 CONSTRUCT FOUNDATION PER DETAIL 3 F3] INSTALL 4" WIDE WHITE PAINT STRIPES 2' ON CENTER AT FURNISH AND INSTALL POLE AND C-6 45 DEGREE ANGLE. SINGLE LUMINAIRE. CENTER IN LANDSCAPED ISLAND DINSTALL 4" WIDE WHITE PAINT STRIPE. 0 UNCOVER AND LOCATE EXISTING CONDUIT BETWEEN BUILDING AND F SEAL COAT ONLY AS NECESSARY TO REMOVE EXISTING PLANTER STRIP. EXACT LOCATION IS UNKNOWN. FURNISH AND PAVEMENT MARKINGS. RESTRIPE AS SHOWN. INSTALL WSDOT TYPE 1 JUNCTION BOX AND EXTEND EXISTING CONDUIT INTO BOX. REMOVE EXISTING WIRE BETWEEN JUNCTION 61 INSTALL "VAN ACCESSIBLE" SIGN R7-801A BENEATH BOX AND ELECTRICAL PANEL IN BUILDING. REPLACE WITH #8 WIRE. R7-801 SIGN. d4 REMOVE DIRECT BURY CABLE AND FURNISH AND INSTALL NEW PVC �7 LABEL EACH PARKING STALL "COMPACT" IN UPPER CASE CONDUIT OF THE SAME SIZE AS IS INSTALLED INTO THE EXISTING BLOCK LETTERS. POLE FOUNDATIONS. FURNISH AND INSTALL #8 WIRE. 1 51 13 STALLS @ 8.9' = 115.7' 10VdV400 10Vdr4O3 l3VdV400 13VdV400 13VdA COMPACT COMPACT Isla 4 TYP I- 00 COMPACT COMPACT COMPACT COMPAi 8.5' , 8' , 8.5' , 8.5' , 5' NOTES: �5 CONNECT NEW CONDUIT TO EXISTING CONDUIT OUT OF POLE FOUNDATION. 1. LIGHT POLES ARE 18' HIGH SQUARE ALUMINUM. LUMINAIRES ARE 150 WATT HPS IN "SHOEBOX" OFURNISH AND INSTALL 1-1 /2" PVC CONDUIT TYPE FIXTURE. SEE SPECIAL PROVISIONS FOR AND #8 WIRE. SPECIFIC REQUIREMENTS. OFURNISH AND INSTALL WSDOT TYPE 1 JUNCTION BOX. OCONSTRUCT FOUNDATION PER DETAIL 3 C-6 FURNISH AND INSTALL POLE AND TWIN LUMINAIRES. CENTER IN LANDSCAPED ISLAND. 3 OCONSTRUCT FOUNDATION PER DETAIL C-6 FURNISH AND INSTALL POLE AND LUMINAIRE. ALIGN WITH EXISTING POLES IN PLANTER STRIP. Record Drawing Certification These drawings conform to the Contractor's construction records Bv. Date: Title/Position: Confirmed by City. Date: PROJECT REF: GRA01-0025 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. 3 at .�4 Approved By. Date Approved: 31Z?�L MARK DATE REVISION Parametrix, Inc. 'Quality Service Through Employee Ownership' •1231 Fryor Avenue Sumner, WA 98390 Ph: 253 863-5128 Fax: 253 863-0946 http: //www.porometrix.com WASHINGTON OREGON Sumner Portlond Bremerton Kirkland 0 1" 2" TWO INCHES AT FULL SCALE IF NOT SCALE ACCORDINGLY SCALE 1 „ = 20' FILENAME 19703306 DESIGNED B. FRANKLIN DRAWN PMX CHECKED STAMP �---��7". - — Z L—a PROJECT FOR THE CHURCH IIF O YIESUS CHRHST OF LATTER-DAY SAHNTS PROJECT NAME AUBURN PARKING EXPANSION PROJECT ADDRESS 625 M STREET NE AUBURN, WASHINGTON SHEET TITLE STRIPING & ELECTRICAL PLAN PROJECT DESIGNATION XXXXX PROPERTY NUMBER SHEET NO. XXXXX DEVELOPMENT NUMBER C-5 XXXXX DATE 5/2002 ISHEET5 OF 10 OrDI79q O h M O w 2 z W J U_ N 0 N N 0 LJ Q 0 W to W C�7 tii ,_U 4 BAR t� W CONTINUOUS Q O4 Q<c N) 3" AC, CLASS 2" CSTC 4" CSBC 74 g-�^ { RADIUS CEMENT CONCRETE CURB i s *� s IiZ �i -.M. tfi • , iii DESIGN WA TER SL ELEVA TION 65.80 68 APPROX EXISTING GROUND 66 C13 0 72 c� 21W Z): z Ui 69.38 aWz v� u. -_j 68.80 70 PARKING AREA SEE PLANS SEE PLANS I NFI L TRA TION POND 28' 3/8" EXPANSION JOINT PEDESTRIAN RAMP DETAIL NO SCALE HORIZ. 1" = 20' C — 3 VERT. 1 " = 2' 288' APPROX PARKING LOT SURFACE SECTION HORIZ: 1" = 20' C— 3 VER T. 1 " = 2' GRASS FILTER STRIP V 2" COMPOST TILLED INTO 6 " NA TI VE SOIL 7.40 SEE NOTE 2.00% I X\\ �\\/�\/� / 40 MIL TEXTURED HDPE GEOMEMBRANE COMPACTED SUBGRADE OR STRUCTURAL FILL DETAIL 5 NO SCALE NOTE: GRASS SEED MIX (PERCENTAGE BY WEIGH T) 401wo TURF —TYPE RYE 40% FESCUE 10% K "I TE DUTCH CLOVER 10 COLONIAL BENTGRASS COVER FILTER STRIP WITH EROSION CONTROL BLANKET UNTIL GRASS IS ESTABLISHED 15' PCC CURB AT BACK OF RAMP. SEE PLANS. RAMP TEXTURE TYP SEE WSDOT STANDARD DETAL F— 3 ExisnNc PARKING 4" TOPSOIL. SEE SPECIAL PROVISIONS i— °w CL U cc . z o:W z11 � INFIL TRA 77ON POND BOTTOM POLE, SEE SPECIAL PROVISIONS M EXPOSED CONCRETE WITH RUBBED FINISH I FINISH GRADE I I I I - UNDISTURBED EARTH CONDUIT SIZE PER PLANS, BURY 24"/\\//\ I //\\//\ i #2 TIES 0 12 OC \\/// 4 #4 REBAR j\\—f-------� 20" DIA POLE FOUNDATION DETAIL NO SCALE 15' ANCHOR BASE COVER MARK DATE REVISION ANCHOR BOL TS LEVELER NUT KITH NON —SHRINK GROUT 3/4" CHAMFER N to Parametrix, Inc. "Ouality Service fto* &*,w o,wwsO" 1231 Fr}or Avenue Sumner, WA 9839E Ph: �253� 863-5128 Fax253863-0946 http: //www4wa vm*trf oam WASHINGTON OREGON Sumner Pvrttand Bremerton Kirkland 0 1" 2" TWO INCHES AT FULL SCALE IF NOT SCALE ACCORDINGLY SCALE AS NOTED FILENAME 19703309 DESIGNED B. FRANKLIN DRAWN PMX STAMP FINISHED RESTORATION PROJECT FOR GRADE SEE LANDSCAPING OR THE CHURCH OF DETAIL 1 JESUS CHRIST P OF LATTER-DAY SAIbM _I PROJECT NAME N WARNING TAPE WITH P Z METALLIC CORE N SEE SPECIAL PROVISIONS AUBURN PARKING EXPANSION SECTION 02315 FOR BA CKFI LL REQUIREMENTS ELECTRICAL CONDUIT PROJECT ADDRESS ELECTRICAL TRENCH DETAIL 625 M STREET NE NO SCALE AUBURN, WASHINGTON MA TCH EXISTING GROUND Record Drawing Certification These drawings conform to the Contractor's construction records By. Dote: Title/Position: Confirmed by City. Date: PROJECT REF: GRA01-0025 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By. Date Approved: 3�21�0 Z SHEET TITLE DETAILS PROJECT DESIGNATION XXXXX PROPERTY NUMBER SHEET NO. XXXXX DEVELOPMENT NUMBER — 6 XXXXX DATE 5/2002 SHEET 6 OF {'A'�Is 6 a� 10 oSD 179A/ INFIL TRA 77ON POND GRA VEL LEVEL SASPREADER CL -1151.1 tLom EM-1111,1111 a ;�mIo 11"1711111,111� *a 401. , -fib" W.-A MINI NMME�. D P , Y A T I (D CL L-L, LLJ 0C CJ Q) Ljr� oNr &4j" Lj 37 O-C, ,'*W-441CI ZONED HEAVY COMMERCIAL C-3 EXISTING ASPHALT CONCRETE PARKING REVISED HANDICAP PARKING EXISTING BUILDING FF= 72.0 AL -& EXISTING ASPHALT CONCRETE PARKING REVISED HANDICAP PARKING MARK I DATE I REVISION P,arametrix, Inc. . Ow#y SerVILV Pfft* b*fo)W Al"Iffablo *1231 Fryor Avenue Sumner, WA 98390 Ph: (253) 863-5128 Fax: (253) 863-0946 http://www4wometrix.corn WASHINGTON OREGO14 Sumner Portland Bremerton Kirkland 0 2* 1 me= TWO INCHES AT FULL SCALE IF NOT SCALE ACCORDINGLY SCALE I it 1 0 1 FILENAME ---I-..-- r -r DRA04 STAMP PROJECT FOR THE CHUPCH OF JESUS CHKST OF LAMP. -DAY SAD-M PROJECT NAME PROJECT ADDRESS PROJECT REF. GRA01-0025 PROJECT DESIGNATION THIS PLAN SHEET REFLECTS THE Cl TY OF PROPERTY NUMBER SHEET NO. AUBURN'S PLANNING DEPARTMENT MINIMUM LANDSCAPING REQUIREMENTS. DEVELOPMENT ,IJUMBER T Approved By. NUMBER DATE Dote Approved: )01 6/2001 SHEET T OF PA 4- oSD/79y - -_ PA 11 Is �3 or- lb Isq i 7' EVI-r;1r 1 Nej HiE�k0-n? of-( Z-OPE **S 7b e-L-H*14, (E*e!VT"'ej Z04C S <�3t-tea z-vl.-IF- '* 4 ) INFIL TRA TION POND Nle��I"c.}t H(3 --- ------ -- OR ZONED INSTITUTIONAL &-�4C4Z, zoNFE Z_ STATE F I ' �:` STE ", A i"t- K-1 HILIF ° 940, CERTIFICATE No. I96 60E;,M OP®'L-I�f ZONED DUPLEX _ RESIDENTIAL R-3 Wel 0 1- 1j 4 Q 1.1E --� ZONED HEAVY COMMERCIAL C-3 P` -T--LZ mac.IG. v,&L j NOP—uP HEAD, 7 YD I Il e i� 571.05' --- _. 2 " P VC Q EXISTING ASPHALT CONCRETE PARKING REVISED HANDICAP PARKING / W T *---- L I ,CELEGEND � I I D I 1,4, C•� _ u 3 � � I � � I Z � ��`� v-ro h vf~ f l Y'� `To !C► a.►, efv�_, i Z-, M0VIEt- -- - ,� GIB-�►.'rbl-I� ��iOMA-rIC„_ • = 1 ("eZ—r — 5r-#+E D , L-A ►e - A LI �-I C - sl zC Ac, S44�3c,� 1 9-;wC 4ciA-1-10" H FAp 'l' 1-�0�•.�fz-e..1fs�ATIP-4 W EAO l�.Al Ca b l I � en lam v� P"' I `i I: ' � � �/�I-1 I�►-I i...t.. 'P-��I DTI I•I �� L� _ c Z. I I-r �►e.a.°� I O I Icyni-I 44►� Z IZ�vuAL AL .r rtT I �I T I 1. Vial. V E5 ( I le.► U� 1 1�`rlol.t `� I 'A I� IE OF4 I! I OLJ � �" TL �14�u►—t la r 7 j REVISED HANDICAP EXISTING ASPHALT ALT CONCRETE PARKING PARKING � Z AblelTlc�l-I�,L z.E,t-!'C:^"� D1� F-1 A - (415 2-'' E s Cp L wll ''r t�IFW V,,&Lx/v r�/ I f�i i-I �L.J Zo 41E. ScEt��. 3 , N 89 36'29„ E I �-1 I�I�.I.lr-r ► I role- ZONED RESIDENTIAL OFFI � t,�� / CE RO PLAN SCALE: 1 " = 20' MARK DATE I REVISION Parametrix, Inc. "Quality Service Through Employee Ownership" 0 1231 Fryar Avenue Sumner, WA 98390 Ph: (253) 863-5128 Fax: (253) 863-0946 http://Www.porometrix.com WASHINGTON OREGON Sumner Portland Bremerton Kirkland 0 1" 2" TWO INCHES AT FULL SCALE IF NOT SCALE ACCORDINGLY SCALE if Z�1 FILENAME DESIGNED DRAWN 4, M STAMP PROJECT FOR THE CHURCH 01F TESUS CH.R[ST OjF LATTER-DAY SAINTS PROJECT NAME AUBURN PARKING EXPANSION PROJECT ADDRESS 625 M STREET NE AUBURN, WASHINGTON SHEET TITLE IRRIGATION PLAN PROJECT REF: GRA01-0025 PROJECT DESIGNATION THIS PLAN SHEET REFLECTS THE CITY OF PROPERTY NUMBER SHEET NO. AUBURN'S PLANNING DEPARTMENT MINIMUM LANDSCAPING REQUIREMENTS. DEVELOPMENT Approved By NUMBER , Date Approved: DATE 6/2001 SHEET OF L OSID#79.q -1�-Tv 0ul�r 104 4%j 1001_1 Ir z."D I PLAN I" = 20' z ,it�... 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"Quality Service Through Employee Ownership" • 1231 Fryar Avenue Sumner, WA 98390 Ph: 253 863-5128 Fax: 253 863-0946 http://www.parametrix.com WASHINGTON OREGON Sumner Portland Bremerton Kirkland 0 2" TWO INCHES AT FULL SCALE IF NOT SCALE ACCORDINGLY SCALE FILENAME DESIGNED CHECKED APPROVED STAMP Y- R zo IA� 0" 10" V*L.YLr howle U10 PROJECT FOR 7H E CHURCH OF Je JESUS CHR�ST OF LAT I<'IER-DAY WNTS r—ILOIL-1114— r9s'54c- PROJECT NAME c pvc P1 M �4o 1,/ G by — �,, ' � I�-a► i � AUBURN PARKING 'IC,bIL. A-wz wle-E EXPANSION Gok ail CSr✓1`Q PROJECT ADDRESS _Ia✓c. I"y 625 M STREET NE AUBURN, WASHINGTON SHEET TITLE 1-FEOF `GERALD "ERTL CERTIFICATE No. 196 IRRIGATION PLAN PROJECT REF: GRA01-0025 PROJECT DESIGNATION THIS PLAN SHEET REFLECTS THE CITY OF PROPERTY NUMBER SHEET NO. AUBURN'S PLANNING DEPARTMENT MINIMUM LANDSCAPING REQUIREMENTS. DEVELOPMENT NUMBER Approved By: Date Approved: DATE 5/2002 SHEET 1-0 OF P � �- Q f0 OTD1791 Io,> a