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HomeMy WebLinkAbout00D1558NE QTR, SECTION 19, T 21N, R 5E A U B U R N K I N G C O U N T Y Vicinity Map 2ND STREET SE 4TH ST. SE AUBURN BLACK DI 18 W W rn Q x Z 9TH ST SE M W m a bi~ 9 W Of I- 12TH STREET SE ti M 17TH STREET SE Building Area w F- 1n 164 GROUND FLOOR LEVEL: 15,000 SF GROSS Lobby 653 SF net Collections 9,344 SF net Tax/Copy 132 SF net Tutorial 40 SF net Tutorial 40 SF net Tutorial 40 SF net Multi -Purpose Room 995 SF net Janitor 26 SF net Men 138 SF net Women 186 SF net Office 150 SF net Data 96 SF net Workroom 1,673 SF net Bookdrop 139 SF net Staff Lounge & Bathroom 352 SF net Electrical 65 SF net Sprinklers 65 SF net ATTIC LEVEL: 920 SF net Mechanical 495 SF net Electrical 425 SF net Legal Description �. is SITE LOCATION N rF� WHITE LAKE Project Team Owner KING COUNTY LIBRARY SYSTEM phone (206) 684-6683 300 8th Avenue North fax: (206) 205-5616 Seattle, WA 98109 Contact: Kay Johnson Architect OLSON/SUNDBERG ARCHITECTS phone (206) 624-5670 108 First Avenue South fax: (206) 624-3730 Seattle, WA 98104 Contact: Matthew Stannard Structural Engineer MONTE CLARK ENGINEERING phone (425) 391-3402 20916 SE 24th Street fax: (425) 837-1456 Issaquah, WA 98029 Contact: Monte Clark Mechanical Engineer THE GREENBUSCH GROUP phone (206) 524-0593 919 NE 71st Street fax: (206) 524-0630 Seattle, WA 98115 Contact: John Greenlow Acoustical Engineer THE GREENBUSCH GROUP phone (206) 524-0593 919 NE 71st Street fax: (206) 524-0630 Seattle, WA 98115 Contact: Julie Wiebusch Cost Estimator THE ROBINSON COMPANY phone (206) 441-8872 101 Stewart, #925 fax: (206) 441-8991 Seattle, WA 98101 Contact: Sharon Kennedy Electrical Engineer SPARLING phone (206) 224-3624 720 Olive Way, #1100 fax: (206) 667-0554 Seattle, WA 98101 Contact: Timothy Moore Civil Engineer SvR DESIGN COMPANY phone (206) 223-0326 1008 Western Avenue, #301 fax: (206) 223-0125 Seattle, WA 98104 Contact: Jennifer Argraves Landscape Architect SWIFT AND COMPANY phone (206) 632-2038 3643 Albion Place North fax: (206) 632-2048 Seattle, WA 98103 Contact: Barbara Swift Traffic Engineer TDA, INC. phone (206) 682-4750 615 Second Avenue fax: (206) 682-4173 Seattle, WA 98104 Contact: David Shelton Interior Design DESIGN PERSPECTIVES phone (206) 447-6963 911 Western Avenue, #420 fax: (206) 442-9128 Seattle, WA 98104 Contact: Pam Lund Lighting Design CANDELA phone (206) 224-3635 720 Olive Way, #1400 fax: (206) 667-0512 Seattle, WA 98101 Contact: Mary Claire Frazier Specification ESKILSSON ARCHITECTURE phone (206) 728-0626 1932 First Avenue, #815 fax: (206) 441-9415 Seattle, WA 98101 Contact: Lottie Eskilsson KING COUNTY DEPARTMENT OF ASSESSMENTS PAT11080-S: A836 REAL PROPERTY LEGAL DESCRIPTION 07/15/97 ACCOUNT NUMBER: 192105-9181-0 PROPERTY ADDRESS: 808 9TH ST SE TAXPAYER NAME: CITY OF AUBURN QTR: NE SECT: 19 TWN: 21 RNG: FOLIO: C22023- - SUBAREA: 460-000 LEGAL DESCRIPTION - PAGE 1 NOTE: READ LEGAL LINES LEFT TO RIGHT ACROSS SCREEN. LOT BLOCK PLAT: BEG AT PT 450 FT W OF NE COR OF NW 1/4 OF NE 1/4 TH S 21-01-48 E 469.19 FT TH S 00-12-35 W 849.69 FT TH N 89-27-27 E 250 FT TH S 00-12-35 W 30 FT TO S LN OF SUBD TH S 89-27-27 W 852.13 FT TH N 00-32-33 W 240 FT N 53-40-48 W 102.05 FT TH N 89-36-55 W 350 FT TH N 00-23-05 E 746.08 FT TH N 89-21-31 E 250 FT TH S 00-23-05 W 5.78 FT TH N 89-30-00 E 184.26 FT TH N 67-30-55 E 257.02 FT TH N 22-42-35 W 78 FT TH N 09-33-30 E 104.89 FT TH N 89-21-31 E 206.86 FT TO BEG LESS ALL FISSIONABLE MATERIALS & C/M RGTS LESS POR NLY OF LN BEG AT PT 330 FT SELY OF NE COR TH S 78-10-35 W 665 FT TH NWLY TO PT 5.78 FT S & 250 FT E OF NW COR LESS BEG NE COR OF SO SUBD TH S 89-21-31 W ALG N LN 450 FT TH S 21-01-48 E 469.19 FT TH S 00-12-35 W 487.69 FT TO TPOS TH S 00-12-35 W 362 FT TH S 89-27-27 W 602.13 FT TH N 00-32-33 W 362 FT TH ELY TO TPOB L L I B R 0 y E Code Information Contract Documents - PROJECT MANUAL ADDRESS: -DRAWING INDEX LES COVE PARK TAX ASSESSOR'S PARCEL #192105-9181-0 1102 Auburn Wy. S. CIVIL: Auburn, WA 98002 C-0.0 COVER SHEET C-1.0 EROSION CONTROL PLAN PROJECT LOCATION WITHIN LES COVE PARK: C-1.1 DEMOLITION PLAN Area of existing tennis courts bordered by the White River Valley Historical Museum to the north, C-1.2 GRADING PLAN the wading pool to the east, Big Daddy's Drive-in to the south, and 40 Rentals to the west. C-1.2A GRADING SECTION PLAN The site will be accessed from Auburn Way via an enlarged driveway on property acquired by the C-1.3 DRAINAGE PLAN City of Auburn that is currently zoned Light Commercial. C-1.4 PAVING, LAYOUT, STRIPING & SIGNAGE PLAN C-2.1 WATER LINE EXTENSION JURISDICTION: &SANITARY SEWER PLAN CITY OF AUBURN C-3.1 NOTES & DETAILS ZONING CODE REQUIREMENTS: C-3.2 DETAILS LAND USE DISTRICT: Les Cove Park = Institutional (1) Newly acquired property = Light Commercial (C1) COMPREHENSIVE PLAN DESIGNATION: Les Gave Park = Public and Quasi -Public Newly acquired property = Light Commercial ENVIRONMENTALLY SENSITIVE * Class I Seismic Area subject to liquefaction AREA DESIGNATIONS: * Volcanic Hazard Area * Aquifer Recharge Area HEIGHT: Allowed: 4 stories, not to exceed 45 feet Proposed: 1 story, +/- 25'-0- FRONT YARD SETBACK: Required: 20 feet Proposed: Greater than 20 feet INTERIOR SIDE SETBACKS: Required: 5 feet Proposed: Greater than 5 feet STREET SIDE SETBACKS: Required: 10 feet Proposed: Greater than 10 feet REAR YARD SETBACK: Required: 25 feet Proposed: Greater than 25 feet LOT COVERAGE: Allowed: up to 35% of Lot Area Proposed: 15,000 SF PARKING SPACES: Required: 118 Existing to be maintained/replaced: 58 New required by library (1 space/250 SF): 60 Proposed: 118 Accessible Spaces: 5 (including 1 for van) Standard: 78 Compact (up to 30% of total allowed): 35 LANDSCAPING: Required: Landscape Plan BUILDING CODE REQUIREMENTS: MIXED OCCUPANCY: Business (B) Assembly, Division 3 (A3) at Multi -Purpose Room * No occupancy separation required between B and A3 occupancies. * 1-Hour Heating Equipment Room Occupancy Separation not required per UBC Section 302.5 Exception 1. CONSTRUCTION TYPE: Type V, Non -rated (V-N) Exterior walls non -rated if greater than 20 ft. from property line per Table 5-A. MAXIMUM ALLOWABLE FLOOR AREA: A-3 Occupancy/Type V-N Construction: 6,000 SF Basic Floor Area per Table 5-8. B Occupancy/Type V-N Construction: 8,000 SF Basic Floor Area per Table 5-B. * Per Section 504.3 Exceptions 1 & 2, major (8) occupancy may by used to determine the allowable area. 100% Area Increase per Section 505.1.3: 8,000 SF x 2 = 16,000 SF allowable Triple area increase per Section 505.3: 16,000 SF x 3 = 48,000 SF allowable FIRE PROTECTION: Sprinklers required per UBC Section 904.2.2 and the City of Auburn. Standpipes not required per Table 9-A. FIRE RESISTANCE: No code requirements for fire resistance. Owner requires 2-hour fire resistant construction at Book Drop. FLAME SPREAD: Flame Spread Rating per UBC Table 8A & 8B = Class III (76-200 Flame Spread Index) OCCUPANT LOAD: Library (Library Reading Room): 14,005 SF/50 occupants/SF = 280 occupants. Multi -Purpose Room (Assembly): 995 SF/7 occupants/SF = 142 occupants. TOTAL: 422 occupants (per UBC Table 10-A). EXITING: Collections Room #101 (Library Reading Room): 9,344 SF/50 occupants/SF = 187 occupants. 2 exits required if more than 50 occupants. Multi -Purpose Room #106 (Assembly): 142 occupants. 2 exits required if more than 50 occupants. Panic hardware not required per Section 1016.4 Exception. Maximum travel distance with sprinklers = 200 ft. per UBC Section 1003.4. Maximum dead-end corridor = 20 ft. per UBC Section 1005.5. PLUMBING FIXTURES: Education Facilities other than Group E: 15,000 SF/50 SF/occupant = 300 occupants. 150 male, 150 female Female w.c. requirement: 1 w.c./25 occupants = 6 w.c. Male w.c. requirement: 1 w.c./40 occupants = 3.75 w.c. or 2 w.c. + 2 urinals Lavatory requirement: 1 lavatory/2 w.c. = 3 female, 2 male Drinking fountain requirement: 1/150 occupants = 2 drinking fountains. ENERGY CODE COMPLIANCE: See Sheet A0.1 for electric lighting & building envelope calculations PERMIT REQUIREMENTS: LOT BOUNDARY ADJUSTMENT: To be done by City of Auburn for newly acquired property at Les Gave Park. SEPA (State Environmental Policy Act) REVIEW REQUIRED: SEPA Application submitted to City of Auburn June 4, 1998 (#SEP0023-98) BUILDING PERMIT: Uniform Building Code with WA State Ammendments, WA State Energy Code GRADING PERMIT: Grading Permit Application submitted to City of Auburn June 4, 1998 (#GRA0013-98) ss/19NAL ENG� �IIBIqq I EXPIRES 5/23/00 1 Record Drawing Certification These drawings conform to the Contractors construction records. Conformed by City: Date: PROJECT REF: BLD0527-98 , FA c o oz 9 - 98 .2//f/f?17 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By: f _r�, �- * Date Approved: 3)ZI15 7 108 First Avenue South Fourth Floor Seattle, WA 98104 206.624.5670 Fax 206.624,3730 0 DESIGN COMPANY 1008 Western Ave., Suite 301 Seattle, WA 98104 Phone: 206.223.0326 FAX: 206.223.0125 Principal Engineer JR Project Manager JLA Job Captain MDD Drawn By KL Checked By JR/JLA Job No. 97035 Date 17 Feb. 99 Revisions: 1 1 26 99 JR No. Date By BID SET CONSTRUCTION DOCUMENTS COVER SHEET I SCALE: AS NOTED Como Q9 /o 00p 1ssg NE QTR, SECTION 19, T 21N, R 5E N LEGEND SILT CONTROL FENCE (TYP.) PER STANDARD DETAIL DEV-6. HMZONIAL DATUM: W-27 _ PROTECTION FENCING DATUM VERTICAL DATUM: BASED ON CITY OF AURBURN BM 10-8 AND SILT CONTROL FENCING (TYP.) 20 0 10 20 40 SCALE: 1 " = 20' 1 \ 9 PROPERTY LINE ® CATCH BASIN TYPE 2 CLEARING/CONSTRUCTION LIMITS • CATCH BASIN TYPE 1 OR 1 L SEE EROSION CONTROL NOTE #9 If PROTECTION FENCE SILT CONTROL FENCE CATCH BASIN PROTECTION EROSION CONTROL NOTES 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES, TO ENSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE 2. TNATURAL WAYS. THE BOUNDARIES OF THECLEARING LIMITS SHOWN ON THIS PLAN SHALL BE %,- CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING) - li/s/�'<%% N PERIOD,NO DISTURBANCE PRIOR TO CONSTRUCTION DURING H BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. r-. 3. THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND %f EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED I TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL CLEARING/CONSTRUCTION DRAINAGE AND EROSION CONTROL FACILITATES MAY BE REQUIRED AS SITUATIONS LIMITS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. STABILIZED CONSTRUCTION ENTRANCE AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE _ - 0I %N PROJECT. 5. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. I 6. DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE TREE PROTECTION FOLLOWING SCHEDULE: (TYP') FROM APRIL 1 TO OCTOBER 31, ALL DENUDED AREAS AT FINAL GRADE AND j - - ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. E J FROM NOVEMBER 1 0 MARCH 31, ALL EXPOSED SOILS AT FINAL GRAD E T SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 7 DAYS - SHALL BE STABILIZED IMMEDIATELY 7. THE STABILIZATION CRITERIA FOR HYDROSEEDING IS AS FOLLOWS: n o m \ SEED MIX FOR EROSION CONTROL AND PERMANENT RESTORATION SHALL CONFORM TO THE FOLLOWING PROPORTIONS BY WEIGHT: GO��o CONSTRUCTION ENTRANCE CALL 48 HOURS BEFORE YOU DIG 1- 800- 424- 5555 �1. R(/N� oFWAS O Q ti f ssy�NAl IEXPRES 5/23/00����5/23/000 45% PERENNIAL RYE GRASS 45% CHEWINGS AND CREEPING RED FESCUE 10% COLONIAL BENTGRASS 8. LAND CLEARING PERMIT MAY BE REQUIRED FOR EXISTING TREE REMOVAL (PER THE CITY OF AUBURN). 9. CONTRACTOR SHALL SECURE SITE ALONG CONSTRUCTION LIMITS AS DIRECTED BY ARCHITECT. CONSTRUCTION SEQUENCE 1. ARRANGE AND ATTEND PRE -CONSTRUCTION CONFERENCE. 2. CONSTRUCT CONSTRUCTION ENTRANCES. \ " 3. CONTRACTOR'S SURVEYOR TO ESTABLISH AND STAKE OUT CONTROL POINTS FOR WORK. STAKE OUT BUILDING LOCATION, CLEARING LIMITS, AND INFILTRATION AREA, FOR CITY APPROVAL PRIOR TO CLEARING & GRADING. 4. INSTALL SILT CONTROL FENCE, CATCH BASIN PROTECTION, STEEL PLATES OVER EXISTING STRUCTURES AT CONSTRUCTION ENTRANCE FOR PROTECTION, AND C PROTECTION FENCING FOR INFILTRATION AREAS. \ 5. ALL WORK MUST COMPLY WITH THE CITY OF AUBURN STANDARD GDESC CONSTRUCTION NOTES IN THE INSTALLATION AND CONTINUOUS OPERATION AND MAINTENANCE OF THESE FACILITIES. Jp v0Y 6. CLEAR AND GRUB SITE. y 7. INSTALL STORM DRAIN SYSTEM, CATCH BASIN PROTECTION, DOWNTURNED ELBOWS IN )�^ CATCH BASINS, AND INFILTRATION SYSTEM. NOTE: AT NO TIME SHALL SEDIMENT BE ALLOWED TO ENTER INFILTRATION SYSTEM. NO TRAFFIC IS ALLOWED TO CROSS o� CONSTRUCTION INFILTRATION SYSTEM. ENTRANCE (TYP.) g ROUGH GRADE PARKING AND SITE PER PLAN. PER STANDARD DETAIL DEV-5. 9. MAINTAIN ESC AND TEMPORARILY SEED AREAS AS SPECIFIED IN ESC NOTES. 10. INSTALL OTHER UTILITIES: SANITARY SEWER, WATER PIPES, ETC. COORDINATE UTILITY WORK WITH APPROPRIATE UTILITIES PURVEYOR. 11. FINAL GRADE AISLES, PATHWAYS, AND PARKING AREA. PAVE PER PLAN. 12. RESTORE REMAINING DISTURBED AREAS. 13. CLEAN STORM DRAIN SYSTEM. DO NOT FLUSH. 14. REMOVE REMAINING TEMPORARY EROSION/SEDIMENTATION CONTROL ONLY AFTER SITE HAS BEEN STABILIZED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. Record Drowing Certification These drawings conform to the Contractor's construction records. By: Date: Title/position: Conformed by City: Date: PROJECT REF: BLD0527-98, F,4c oo ag-98 These plans are approved for conformance with the City of Aubum's Engineering Division requirements. Approved By:-`►�^�'�� Date Approved- 3�z- 108 First Avenue South Fourth Floor Seattle, WA 98104 206.624.5670 Fax 206.624.3730 0 DESIGN COMPANY 1008 Western Ave., Suite 301 Seattle, WA 981G4 Phone: 206.223.0326 FAX: 206.223.0125 Principal Engineer JR Project Manager JLA Job Captain MDD Drawn By KL Checked By JR/JLA Job No. 97035 Date 17 Feb. 99 Revisions: 1 1 26 99 JR No. Date By BID SET CONSTRUCTION DOCUMENTS EROSION CONTROL PLAN SCALE: 1'=20' C 1 so FF o29 2- of !C 00 0 KS? LIMIT OF WORK (TYP) i LEGEND X REMOVE TREE SAVE AND PROTECT TREE, SEE LANDSCAPE SPECIFICATIONS ® REMOVE EX. ASPHALT PVMT. REMOVE EX. CONC. WALK SAWCUT LINE — I � LIMIT OF WORK x x x x x FENCE REMOVAL DEMOLITION NOTES REMOVE EXISTING CATCH BASIN, AND PLUG ALL EXISTING STORM DRAIN LINES. 2 EXISTING MONUMENT TO BE REMOVED BY OTHERS. REMOVE EXISTING CONCRETE CURB, COORDINATE �3 WITH ARCHITECT ON LIMITS OF REMOVAL PRIOR TO CONSTRUCTION. REMOVE EXISTING TENNIS POSTS AND NET. SALVAGE PER PARKS DEPARTMENT. EXISTING BENCH TO BE REMOVED BY OTHERS. REMOVE EXISTING ASPHALT RAMP. 7 REMOVE EXISTING SIGN. COORDINATE WITH ARCHITECT. REMOVE EXISTING FENCE. COORDINATE WITH ARCHITECT ON LIMITS OF REMOVAL PRIOR TO CONSTRUCTION. COORDINATE POWER POLE RELOCATION, SEE ARCHITECTURAL PLANS. 10 CONTRACTOR SHALL IDENTIFY AND EXPOSE ALL ASBESTOS PIPE THAT REQUIRES REMOVAL TO MAKE IMPROVEMENTS AS SHOWN ON PLANS AND SPECIFIED IN PROJECT MANUAL. CONTRACTOR SHALL COORDINATE REMOVAL OF ASBESTOS PIPE WITH THE KING COUNTY LIBRARY SYSTEM. THE KING COUNTY LIBRARY SYSTEM SHALL DEMO AND REMOVE ASBESTOS PIPE. CONTRACTOR SHALL BACKFILL ALL AREAS WHERE PIPE IS REMOVED AS SPECIFIED IN PROJECT MANUAL. CONTRACTOR SHALL FILL ALL PIPE TO REMAIN WITH CDF WITHIN LIMITS OF CONSTRUCTION. ALL WORK UNDER THIS CONTRACT SHALL BE DONE IN STRICT ACCORDANCE WITH ALL APPLICABLE REGULATIONS, STANDARDS AND CODES GOVERNING ASBESTOS ABATEMENT AND IN ACCORDANCE WITH THE "STANDARDS OF THE INDUSTRY". THIS INCLUDES ANY OTHER WORK, INCLUDING TRADE WORK CONDUCTED IN CONJUNCTION WITH THE PROJECT. NOTES O1 SEE LANDSCAPE PLANS FOR DEMOLITION. O SEE ARCHITECTURAL PLANS FOR BUS SHELTER REMOVAL AND RELOCATION. O SEE ELECTRICAL PLANS FOR DEMOLITION. O NOT USED. Q CLEAR AND GRUB EXISTING VEGETATION WITHIN LIMIT OF WORK UNLESS OTHERWISE NOTED. Record Drawing Certification These drawings conform to the Contractors construction records. � Tittle/position: ,wc Conformed by City: CALL 48 HOURS BEFORE YOU DIG 1- 800- 424- 5555 PROJECT REF: BLD0527-98 , F<7C taot 9- 9f? 4`1 91 17 These plans are approved for conformance with the City of Auburn's Engineering Division /'re/q' uirements. Approved By: . ��-r-"� Date Approved- 312-/9S .I 108 First Avenue South Fourth Floor Seattle, WA 98104 206.624.5670 Fax 206.624.3730 0 DESIGN COMPANY 1006 Westem Ave., Suite 301 Seattle, WA 98104 Phone: 206.223.0326 FAX: 2D6.223.0125 Principal Engineer JR Project Manager JLA Job Captain MDD Drawn By KL Checked By JR/JLA Job No. 97035 Date 17 Feb. 99 Revisions: 1 1 26 99 JR 2 2 2 99 JR No. Date By BID SET CONSTRUCTION DOCUMENTS P EAMN LITI ON FF o2 , r,F /n 0 910 0o 0 /SST 100.14- ADJUST LID TO GRADE LEGEND ---100--- x101.50 40 ■ CONTOUR LINE TOP OF ASPHALT ELEVATION CATCH BASIN TYPE 2 CATCH BASIN TYPE 1 OR 1L SURFACE FLOW DIRECTION _ ---��� Q' � FG 101.50 RIM 1� x FINISHED GRADE 1 I _ 99.88 FL 99.50 —100.5E — — --- — — — — — —101— — — , — _ , — x FLOW LINE, BOTTOM OF SWALE / — — RIM 9 g }, )G- — — — — - - - T --FG--TO 7: X_ HIGHESTSEASONAL GROUNDWATER ELEVATION IS LESS THAN ELEV . 3, PER KRAZAN & ASSOCIATES, INC., / 1.2 DATED JAN. 30, 1998. EARTHWORK QUANTITIES I ,2% f TOTAL SITE AREA = 2.4 AC MIN. / EARTHWORK QUANTITIES ARE ESTIMATED UP TO 00 - I THE LEVEL OF THE PROPOSED SUBGRADE. CONTRACTOR SHALL VERIFY ACTUAL QUANTITIES. CUT = 2462 CY t s. I 101.-00 / FIFEt102.00 I ^1 FILL = 2850 CY = Q> I TOTAL = 388 CY — IMPORTED FILL 100.60 x / / _ 00 60 ; FG 101.90 TYPE = ENGINEERED FILL (PER GEOTECH REPORT KRAZAN 1998) REQUIRED COMPACTION: AREAS SUBJECT TO VEHICLE USE = 95% (BASED ON ASTM D1557) x FG 101.90 I _.__._._ OTHER AREAS = 90% z, I MIN. f FO / / FG 102.10 _ _ . CONSTRUCTION NOTE j 101.1 F 101.90 / / / x FG 101.70 I\ �1 O1 GRADE ADJACENT TO BUILDING SHALL SLOPE AWAY FROM BUILDING. _ 102 _ G 1 10 _ - - - -___- SOIL ABUTTING BUILDING SHALL BE AT ELEVATION 101.70. FG b\ z -- - _10_� J 101.1 101.1 N FG 101.74 N Q HARDSCAPEI ABUTTING BUILDING SHALL BE AT IELEVATION101.90. 101.1 FG _., 100.9 \ 101.2 [)A -PAT ING� t N I FG . . _ f�//, MAX. 2% SLOPE IH -- - � -- _ _:,t---10100 '�-RIM ■ - _ 100.45: 100- - �100.31 188-28 Tnn nn �100'60 — -- *. F? � of wAsyy q 9 FvrsrE� ��Q DCPRES 5/23/00 Record [rowing Certification These drowings conform to the Contractors construction records. ' B)r e:--67.(�e MR. Conformed by City. Date: CALL 48 HOURS BEFORE YOU DIG 1- 800- 424- 5555 PROJECT REF: BLD0527-980 AAC ooz 9-9r These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By:-� Date Approved- 108 First Avenue South Fourth Floor Seattle, WA 98104 206.624.5670 Fax 206.624.3730 0 DESIGN COMPANY 1008 Western Ave., Suite 301 Seattle, WA 98104 Phone: 206.223.0326 FAX: 206.223.0125 Principal Engineer JR Project Manager JLA Job Captain MDD Drawn By KL Checked By JR/JLA Job No 97035 Date 17 Feb. 99 Revisions: 1 1 26 99 JR No. Date By BID SET CONSTRUCTION DOCUMENTS GRADING PLAN scaF: r_zo. C1.2 PF n Z" 4 oG In Q q �o 0 o D 1558' 104 TOP OF CURB PROPOSED PAVEMENT (TYP.) TOP OF CURB FINISHED GRADE — — — — EXISTING GRADE PROPOSED SUBGRADE ( A l SECTION A- A C1.2A 1 "=20' H, 1 "=2' V 104 INFILTRATION POND 100C 90 SECTION B- B C1.2A 1 "=20' H, 1 "=2' V 104 to 1 ( C l SECTION C- C Ci 2A 1 "=20' H, 1 "=2' V 42" COVER (TYP ETAW8 (11� SEE C2.1 o FINISHED GRADE o J J m w m o� o FFE 102.0 w o PROPOSED PAVEMENT (TYP.) - - - - - - - - - - - - - - - - - - - - - - - EXISTING GRADE IE 97.4 6"— DIP SS SIDE -SEWER-- SEE C1.3 TOP OF CURB a TOP OF CURB TOP OF CURB R PROPOSED PAVEMENT OF WHEELf0� - - - - - - _ - - - - 1' MINTV� 8" WATER SEE C2.1 FINISHED GRADE PROPOSED EXISTING GRADE SUBGRADE 42" COVER (TYP. 8" WATER SEE C2.1 PROPOSED SUBGRADE TOP OF CURB 0 k, n 9�c 2�SiAE, �Q �`°�S/pNAt ENG�a�. Ig�qq EXMES 5/23/00 LEGEND FINISHED GRADE EXISTING GRADE PROPOSED SUBGRADE ® PROPOSED PAVEMENT Record Drawing Certification These drawings conform to the Contractors conatrL c on records. Conformed by City: Date: CALL 48 HOURS BEFORE YOU DIG 1- 800- 424- 5555 PROJECT REF: BLD0527-98. FAc. 0o24-9P These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By: Date Approved- 108 First Avenue South Fourth Floor Seattle, WA 98104 206.624.5670 Fax 206.624.3730 0 DESIGN COMPANY 1008 Western Ave., Suite 301 Seattle, WA 98104 Phone: 206.223.0326 FAX: 206.223.0125 Principal Engineer JR Project Manager JLA Job Captain MDD Drawn By KL Checked By JR/JLA Job No. 97035 Date 17 Feb. 99 Revisions: 1 1 26 99 JR No. Date By BID SET CONSTRUCTION DOCUMENTS GRADING SECTION AND UTILITY PROFILE PLAN SCALE: AS NOTED C 10 2A PF o29 5 of /o 0 C? to 000 rSSg EE, r , NE _QTR, ;SECT IE 100.50 f1± 99.28 h CO 67LF 6si _ - ;F10RI20NTAL DATUM:iiA)__27 ;VOTIICAL DATUM: aksb DN crry or Auft i..--'..' STORM SEWER 1. THE CONTRACTOR, SHALL THE CITY OF AUBURN, P 2. ALL STORM DRAIFA. WITHI DRAINS TO" EITHE', "STR 3. CONTRACTO}=E#TALC PRO' �COMEETION. COOROINA a - Y �7/����/�/�/�f%� _= µ✓ 60LF 6" PVC. - - - -- ® 1.0% MIN. 1OLF 6" PVC Y C c„ v " (� 1.0% MIN. IE 100 �+ IOCF 6 PVC ®1.0% MIN. . I IE 160.50 +s 20LF 61 PVC .�•IYr. @ 1.0%r MIN. F < 4 MIN. I D ECI 80LF 6 PVC ® 1.0% � F.tf r - I �r :a? �, rL,t asil- Nr,, u=< o - ----- ---- - - - - 1 I ------- cFit ' LL t I FFE t102.00 IE 100.50 k 11 i RnTt , rcur.r-N I CO IE 100.50 -- CO CO I ; i FOOTING DRAIN (TYP.) , 371-F 6" PVC � 1.0% MIN. - r ." SANITARY SEWER P.O.C.-------------------------- I.E.: (SEE MECHANICAL) % --- --- - , a u. = F - I - - -- I -m 4 CO _- - w f3S DS -- CO L. CONTROL PT. 170 LF' & i PVC �� : -e o_ , t ,tra RCS fi ®1 % MIfJ.- ` ' N 112029.22 r, r E 1656993.99 ELEV. 102.18 h -- ---LL-' •_ - 230LF 8 PERF. PIPE r (AD I N P - 82 LF,6 PVC FOR INFILTRATION TRENCH ®,1% MIN. ® 0.5% (BELOW SWALE) 6 2. ,•, ,M I f-C7 r l Iv , FF7, --55tF BIOFILTRATION 73LF BIOFILTRATION n C3,' _- - SWALE ®1 0 "MP.) SWALE ® 1.0% (TYP.) 5' G - AP IN CURB TO OW - 4W' L 'J` 60LF BIOFILTRATION SHEET FLOW INTO SINlLE. 10LF 8" PVC 98.0/ SWALE ® 1.0% (TYP. ARMOR WITH RIP -RA A P (12" THICKNESS TYP.) � @ 1.0% MIN. IE 98.25 IE 98.28 w ® W e o '( • p ` le.. t h,IFE=: W -,:. ,-:. :,: W �,:.. .� WET •:- ._� :. .,.. ---- - - - -- ' W . ..: ter- v , - .. _ -.-.. _�.r,• .s-. F` .. a%., i--iY-.., i J.• 1 r1 -. ..may _._...�.-�.•._ -' -. i .� -- m _`. .....- -' �L. r ! :; RIM-99.46 4 t PVC IE �96-�".lo_:r�yE �1` �,� : c .,:� 1. :..I 2 1e=98.29 ;._: f , --2- o •• � ��.� �.,. ILI 2 INI.E'fi OUTLET -- r _. - 9665 97.39 97.54 15LF 12" PVC / ( ) z r-:_L;-. -- C3. NAIL TYP. 38LF 8" PVC CULVERT -1 0% 20LF 12 PVC E�= III - _ LOW CULVERT ® 1.0% O 3 8ti ���,�.__----- N =GEND > CATCH BASIN TYPE 2 CATCH BASIN TYPE 1 OR 1 L , • , f CLEANOUT (CO) 1 DOWNSPOUT (DS) STRUCTURE SCHEDULE �IJ 9F ec,Q ���oNal ��� �la1°I1 D(PREs 5/23100 SURFACE FLOW DIRECTION DRAINAGE FLOW LINE FOOTING DRAIN RIDGE LINE POINT STRUCTURE/ITEM NORTHING EASTING NOTE O1 NOT USED INFILTRATION TRENCH ACCESS, 111965.98 1656836.37 PER WSDOT OCB TYPE 1, W/ SOLID COVER STD. PLAN RIM: 100.00 B-1, AND I.E.: 96.40 (OUT 8" W) B-2 O NOT USED CB TYPE 2, 54" DIA., 111970.85 1656597.49 PER WSDOT W/ SOLID METAL COVER STD. PLAN RIM: 199.89 100,76 B-1 e, AND OI.E.: 4 94.80 (OUT 8" E TO INFILT. TRENCH) B-2 I.E.: 96.40 (IN 8" E) I.E.: 96.57 (IN 6" N) I.E.: 95.96 (IN 8" W) I.E.: 98.30 (OUT 8" S) 7 W/ OVERFLOW TEE C3. CB TYPE 1, W/ METAL FRAME & GRATE 111971.13 1656580.50 PER WSDOT RIM: 99-08 98.77 STD. PLAN I.E.: 96.30 (OUT 8" E) 96.19 B-1, AND B-2a CB TYPE 1, W/ SOLID METAL COVER 111931.29 1656597.07 PER WSDOT RIM: 199,49 100.31 STD. PLAN O I.E.: 96.84 (IN 8" N) B-1, AND B-2 CB TYPE 1, W/ METAL FRAME & GRATE 112182.69 1656569.55 PER WSDOT O7 RIM: 99 -80 99.53 STD. PLAN I.E.: 98.20 (OUT 8" NE) 7 B-1, AND INSTALL OVERFLOW TEE C3. B-2a CB TYPE 1, W/ METAL FRAME & GRATE 112175.27 1656634.15 PER WSDOT RIM: 101-99- 100.51 STD. PLAN O I.E.: 98.20 (IN 6" E) B-1, AND I.E.: 98.20 (IN 6" W) B-2a I.E.: 98.20 (OUT 6" N) USED ONOT 9 EXISTING CB TO REMAIN. PER WSDOT 10 REPLACE EX. GRATE W/ SOLID METAL STD. PLAN COVER FOR CB. ADJUST RIM TO GRADE B-2 EXISTING CB TO REMAIN. ADJUST RIM TO EL. 100.60 BOTTOM )INATE POINT SCHEDULE POINT NORTHING EASTING ELEVATION 10 112186.21 1656624.78 96.00 2 112202.10 1656639.85 96.00 3 112203.84 1656650.25 96.00 4 112188.72 1656641.62 96.00 5 112200.28 1656722.02 96.00 6 112200.36 1656748.37 96.00 7 112192.81 1656750.06 96.00 8 112192.58 1656738.28 96.00 9 112197.35 1656731.19 96.00 Record Drawing Certification These drawings conform to the Contractors construction records. Title Conformed by City: CALL 48 HOURS BEFORE YOU DIG 1- 800- 424- 5555 PROJECT REF: BLD0527-98. FAC oo z 9-9p '7"�sf All These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By: Lltan: ,...-; Date Approved- 108 First Avenue South Fourth Floor Seattle, WA 98104 206.624.5670 Fax 206.624.3730 0 DESIGN COMPANY 1008 Western Ave., Suite 301 Seattle, WA 981D4 Phone: 206.223.0326 FAX: 206.223.0125 e Principal Engineer JR Project Manager JLA Job Captain MDD Drawn By KL Checked By JR/JLA Job No. 97035 Date 17 Feb. 99 Revisions: 1 1 26 99 JR No. Date By BID SET CONSTRUCTION DOCUMENTS DRAINAGE PLAN SCALE: 1'=20' C1.3 pF o Z9 e, of /o Q 9 ro 00 D /558 PAVEMENT NE QTR, SECTION 19, COORDINATE TABLE RESTORATION T 21N, R 5E STD. DETAIL ru nir ncrini - GEPT-2 POINT #, NORTHING EASTING POINT # NOR # - G # POINT #, NORTHING EASTING POINT #, NORTHING EASTING E,,..,TIKIG POINT NORTHING EASTING POINT NORTHING EASTING - 1 112220.19 1656558.27 ! 14 112047.70 1656782.46 li, 27 112030.53 1656853.83 ! 40 111922.79 1656599.19 ! 53 111962.59 1656609.68 ss 112043.62 1656554.78 O O O O O O I ! O2 112219.95 1656570.26 15 112037.04 1656790.22 28 111954.28 1656901.64 41 111917.98 1656564.91 54 111961.64 1656657.68 67 112041.21 1656578.74 i O ! 112212.95 1656570.13 ! Q6 112018.01 1656791.85 29 111941.88 1656886.95 1 1 42 1 111903.20 j 1656548.69 55 111977.09 1656686.06 68 112019.97 1656759.64 I _ I I O112202.33 j 1656601.92 1 O O 111933.81 1656908.83 j 43 111897.29 1656554.08 56 111975.81 1656750.55 69 111944.17 1656569.14 4 17 112024.44 1656810.02 30 112121.24 1 1656605 32! O 112063 15 1656798.87 111896.04 1656895.92 I 1 111935.72 1656519.05 111961.09 1656685,75O s112096.25 1656604.83 j t9 112171.10 1656781 11 32 111906.51 1 1656893.80 j 45 111952.89 1656503.41 O 111959.83 1656749.74 I O7 112049.58 1656578.90 20 112171,85 1656743 36 33 111917.27 1 1656879.02 1 46 1 111925.72 1656537.78 1 59 1 111975.53 1 1656765.05 1 8Q 112024.22 1656578.40 21 112101.85 1656838.17 1 O II'I 111898.49 1656867.82 1 47 111954.55 j 1656569.41 j 60 111974.64 1656810.04 O9 I! 112024.08 1656585.20 22 112093.19 1656838.17 i i 35 1 111900 44 1656768.84 i 1 O 111946.80 ! 1656599.04 j 61 111958.0311656764.70 I j t0 112053.39 j 1656639.49 !i j 23 112089.82 1 1656854.43 % 36 111900.66 1656757.84 49 111972.08 1656589.09 1 62 111958.11 % 1656836.72 11 112039.62 1656659,52 24 112056.93 1 165682510 37 111902.25 1656676.86 50 111997.74 1 1656602.38 1 653 I 111992.31 1 1656823.84 O ! 1 O 111902.51 1656663.80 51 111978.70 1656604.00 1 64 1 111973.19 1656834.36 12 112022.62 � 1656659.19 25 1112045.75 ! 1656828.23 I 38 i, ' r 13 112031.01, 1656690.40 I 26 112037.69 1656830.81 39 111903 75 1656600.81 52 111977.63 1 1656658.49 65 111949.90 1 1656849.92 ; I' \' 20 19 ,, PAVEMENT RESTORATION LEGEND 4 N STD. QETAIL GEPT-2 24 ASPHALT PAVEMENT 20.. ` _•. _.,- �„/ �;"ice/; /:�;, -/ / / ";;;,/, .• - - - - � 4 - - CONCRETE SIDEWAL _ l K C3. j RCS REBAR AND CAP SET 20 o to 20 40 HT HUB =� 5' t1 CONSTRUCTION NOTES � SCALE: 1'' - 20' MATCH EXISTING - Ot SEE ARCHITECTURAL PLANS FOR SIGNS AND BUS BACK OF CURB SHELTER RELOCATION. 3. EXTRUDED e CONCRETE i VERTICAL CONC. CURB I CURB 2O INSTALL EXTRUDED CONIC. CURB ON EXISTING --- 19' PAVEMENT. ; ' 21 �' MATCH EXISTING O3 SAWCUT LINE SHOWN ON DEMO SHEET C1.0. i % SIDEWALK 4a .. SI f 22 O NEW PAVEMENT SHALL MATCH FLUSH WITH EXISTING PAVEMENT. 3 DED CONC.CURB 3 23 PAVEMENT RESTORATION 12 12 ACCESSIBLE 3 CURB SEE CONSTRUCTION STD. DETAIL GEPT-2 O SEE ARCHITECTURAL PLANS FOR CONCRETE ACCESSIBLE PARKING SIGN TRANSITION 4.5' / 3, PARKING 3' (VAN ACCESSIBLE) " NOTE 2 MATCH EXISTING SCORING PATTERN. e7 CURB RAMP 24' / SIGN (TYP) 7 CURB RAMP 1g BACK OF CURBO4 TYPE 3 / R-2, 10 3. TYPE 3 i ATCH EX.O 5 O6 RIGHT TURN ARROW, STD. DETAIL TRLM-2. 7 / �/, / i R=5' 4�0 ��� PAVEMENT 3 __ _. -'-O7 INSTALL DRIVEWAY APPROACH PER STD. DETAIL - _ - STDW-1.0 5 _ TRANSITION TYP) R-5 _:. •. 1'u� 8 ARROW, STD. DETAIL TRLM-2. 14 25 R 5, 24 3. - CONTROL PT. �,.. CCiR� f2AMR u� TY GX o 9 3• "' • • 6 0 000 00 .-.. ry 15 ® CROSSWALK 66 _ 67 _ o o o CURB RAM RCS O9 INSTALL R4-7 (KEEP RIGHT ARROW), AND TYPICAL 1.4,. 3' STRIPING ao 0 0 11 f `1 ' TYPE 2 N 112029.22 SIGN POST INSTALLATION, 3 P' ) 17 2g ION STD. DETAIL TRSP-1. _ E 1656993.99 (TYP.) o o Qs .p 3 EXTRUDED 13 ' ELEV. 102.18 10 COMPACT SHALL BE PAINTED IN UPPER CASE CONCRETE g g RAISED CROSSWALK e 2 27 f BLOCK LETTERS, USING WHITE PAINT, ON THE CURB , ' 8 12 W% CROSSWALK 3. o B=2 S� _ PAVEMENT WITHIN THE SPACE (TYP.). ` 11 INTERNATIONAL 5 _"�� 16 R=2 8 STRIPING 8 d11 4" WIDE WHITE PAINT STRIPE (TYP.). 3. SYMBOL OF 50 NO) ACCESS (TYP) 10 ACCESSABLE 0 2 VERTICAL 3• AiNT STRIPING EXTRUDED CONIC. 63 �lQ EXTRUDED CONC: MODIFIED 3 3. CONIC. CURB R VERTICAL CONC. TYP. CUB o ' CURB e - VERTICAL CURB CURB 51 1 52 9, 6„ 3. 2 55 56 .. � TYP so . = R=5 � � � �� EL 100 5f . t - R-10' i R�20' o • I 4 CURB RAMP J EL 100f 8 ;18 45 - 47 49 W/kUT WINGS 4.5 59 -- 64 sr - s MATCH s R-2 R-2, �, o � o : , o:� EXISTING 4 R=20 - 53 54 57 I� �o 28 MATCH EX. AC ✓ ov, a,f R � 8 61 62 S' 2" AC 2-#4 REBAR © Dark aa�ner oorcr m.►•er Darr.. r Comm"mNeT '- - 3„ CLR s R=S�' y,�coiwra�oweraa.reermrn�r�MT ofTYP) 3 1 MODIFIED VERTICAL CURB i 69 9 48 3, EXTRUDED CONIC. - 8 } WHEEL STOPS 10 s CURB TRANSITION C1.4 CURBS RAISED CROSSWALK o (TYP.) 3 29 1r'�• 40 W/ CROSSWALK o N G3. 30 STRIPING 1 - 33 3. END OF ;:\" 3. 3 CROSSWA K o (TYP. 11 CURB 42 `o � 1 STIR PING - 34 32 MATCH EXISTING 9 41 �(l Ov PAVEMENTO PAVEMENT F RESTORATION v Rig' PAVEMENT 43 7 - RESTORATION Record Drawing Certificotion These drawings conform to the Contractors construcfion records. By "B Date+w--6 0 Title/position• Conformed by City: Date: STD. DETAIL 39 38 37 36 35 - STD. DETAIL GEPT-1 p _ 31 GEPT-2 270 tF MODIFIED VERTICAL CURB 1 ,_ PROJECT REF: BLD0527-98, FRc oo29-9p 8 END 4F MATCH EXISTING Q4 - C1.4 R �. 07 3. `�� UNp These plans are approved for conformance with the -r CURD SITE BENCH MARK ��� oF'"" tic 9 ` City of Auburn's Engineering Division requirements. _a_ NW CORNER CONC. PATIO 14 �__ AT NW CORNER OF _ - _ 2 BIG DADDY'S DRIVE INN 9'° Q 4 EXTRUDED roved B ELEV=100.47 CALL 48 HOURS �OFss� °1�N�,��`�� tg Iq� _ _ e CONIC. I p`PP Y BEFORE YOU DIG ONAL E �I CURB Date Approved��Z 5� \ \ 1- 800- 424- 5555 ocrFIEs 5/23/00 "IN 108 First Avenue South Fourth Floor Seattle, WA 98104 206.624.5670 Fax 206.624.3730 DESIGN COMPANY 1008 Westem Ave., Suite 301 Seattle. WA 98104 Phone: 206.223.0326 FAX: 206.223.0125 Principal Engineer JR Project Manager JLA Job Captain MDD Drawn By KL Checked By JR/JLA Job No. 97035 Date 17 Feb. 99 Revisions: 1 1 26 99 JR 2 2 2 99 JR No. Date By BID SET CONSTRUCTION DOCUMENTS PAVING, LAYOUT, STRIPING, AND SIGNAGE PLAN SCALE: 1'=20' C 1.4 PF o2'7 7 nL In Q "? to 0 0 D �S,j'8• WATER STRUCTURE NOTES MATCHLINE t r, 3 NE QTR, SECTION 19, T 21N7 R 5E LEGEND SANITARY SEWER LINE Y FIRE HYDRANT (FH) STORM DRAIN LINE N VALVE WATER LINE ► WATER MAIN BLOCKING - - - - - 15' WATER EASEMENT `, P.O:C: POINT OF CONNECTION CENTERED ON WATER LINE _ ��' --=� PROPERTY LINE .,E„- F , CONTRUCTION NOTE 4 ._ <.: y, �✓ CONTRACTOR SHALL"PROVIDE ALL MATERIALS AND WORK NECESSARY 0 '�r'' \ 10 LF 8" DIP �' �R MAKE CONNECTIONS. F �E i ,,,� 2 r EXISTING UTILITIES ARE SHOWN IN APPROXIMATE LOCATION. CONT�CTOR �LL F. ru :u �1 ' \ MATCHLINE _ r i 5 E ° AN L R CONSTRUCTION. UTILITY CROSSING ALL VERIFY LOCATION 'AND ELEVATION 0 EXISTING CONNECTION LOCATI PRIOR TO LL j 15' EASEMENT', L WATERMAINS SHALL HAVE MINIMUM OF tNCHfS 8F COVER T_ I I °(TYPAL a 4 �fif1E FIRE SPRINKLER LINE REQUIRES A SEF`MA 'DET LAN IAND F 8 DIP TE, AILED P I 48 .. �. r rE F ` -70 0 T' r` v 5 I Ic t: CCNIFFE' APPROVAL BY THE E MARSHALL. CONTRATOR! SHALL.PREPARE PLAN CONIFr F,r, in I r ' AND OBTA1I�X` APPROVAL C" c;_r�iEEF rh� THE LOCATIOW OF THE SfbE:1NER SHALL -BE MAR' KE11 ,4T-,THE ENQ- - .... Y - x - n ' � THE LINE INSIDE, PROPERTY BY A='�'RS>1f�E TREATED,-2x4, OUR 1 (4') LONG A,IDIST NCE �F_ (kiIREE FEET. (3')� - T NG BURIEi) IN THE GROUND 3r- - - - - ,..END $HALL_HAVE A 2x4_ GLEAk�._NAILE) T& 1T TO PR FI` ^E 1 - - u - - ' THE COINER � `� WITHDRAWAL"`OF. TF�E STAKE. THE EXPOSED ONE FOOr_(1'��'SHALC BE, - - -- ,f ` - I PAINTED TRAFFI YELLOW AND THE DEPTH TO SIDE SEWER O� 1 f I SHALL BE INDICATED IN BLACK PAINT ON THE x4. A'I 90 }_F 8" DIP - - - - x h i.r H ItDCI I 3 Strctis - F� I X Y •_ e `'� n loll I I _i M1 • r I T'> 1' 40 LF 2" - - -- �E'UUCC� SERVICE LINE I - ,j I - r 6 L CIFI to Q I 40 L " 2" DOMESTIC WATER P.O.C. I I SEE MECHANICAL PLAN AND OO 7 I S 6" FIRE P.O.C., SEE OAND� 1 SEE MECHANICAL PLAN FOR =' T t l CONNECTION AND DDCV ASSEMBLY/ ', 26 ---- _- I� .. 'J`I`+ :Fsl?t: tFl _: na RE" ".0 -- ---------- ' -- --- x I 6"L LF Y FF F e . Cr n , , �= SERVICE E $n OL i c r E VIC LINE x: I) - - 1 21 LF" DIP 2 41 - KY-t aa, „ o 36 Lf 8",,6IP 3 Y5 -ItASEMENTs rFlrP.) STIR. # DESCRIPTION STD. DETAIL NORTHING EASTING WET TAP EXISTING WATER LINE WITH 6" Ot TAPPING TEE. SEE CQANDC. WABL-1 112320.25 1656533.80 O INSTALL 6" RESILIENT WEDGE VALVE, FLxFL 112320.16 1656536.29 O INSTALL 6" x 8" REDUCER, FLxMJ 112320.13 1656539.27 OINSTALL 8"- 90' HORZ. BEND, MJ, WITH WABL-1 112319.76 1656557.71 WATERMAIN BLOCKING Q INSTALL FIRE HYDRANT ASSEMBLY WAFH-1 112170.62 1656553.79 O6 INSTALL 1 %" WATER METER AND SERVICE LINE WASM-2 112084.16 1656585.83 0 INSTALL 8"x8"x6" TEE, MJxMJxFL, WITH WABL-1 112079.61 1656560.55 WATERMAIN BLOCKING O INSTALL 6" P.I.V., FLxMJ 112079.54 1656563.83 OINSTALL 8" -90' HORZ. BEND, MJ, WITH WABL-1 112017.59 1656559.32 WATERMAIN BLOCKING 10 INSTALL FIRE HYDRANT ASSEMBLY WAFH-1 112018.48 1656793.36 OINSTALL 11 8" - 45' HORZ, BEND, MJ, WITH WABL-1 WATERMAIN -BLOCKING 112012.69 1656805.52 12 INSTALL 8"x8"x4" TEE, MJxMJxFL, WITH WABL-1 111989.53 1656827.65 WATERMAIN BLOCKING 13 INSTALL 8" -22.5' HORZ, BEND, MJ, WITH WABL-1 111897.88 1656915.87 WATERMAIN BLOCKING 14 ,INSTALL 8" - 22.5' HORZ., BEND, MJ, WITH `WATERMAIN BLOCKING WABL-1 111858.06 1656994.81 15 INSTALL 8" RESILIENT WEDGE WALVE MJxFL 111858.13 1657005.68 O16 - WET TAP EXISTING WATER LINE WITH 8" TAPPING TEE. SEE RAND Q. WABL-1 111858.06 1657008.85 INSTALL 4"x4"x2" TEE, MJxMJxFL, WITH WABL-1 112031.52 1656871.49 WATERMAIN BLOCKING PROVIDE e CONNECTION TO IRRGATION VAULT. 18 SEE LANDSCAPE PLAN FOR VAULT, METER, AND DDCV ASSEMBLY RELOCATED FROM NE 112034.26 1656874.35 CORNER OF EX. TENNIS COURTS, SEE D. INSTALL NEW METER BOX. INSTALL 11%_ METER 19 RELOCATED FROM NE CORNER OF EXISTING WASM-2 112034.27 1656868.97 TENNIS COURTS, SEE 1Q. 2 INSTALL 2" CAP FOR FUTURE CONNECTION 112036.39 1656866.93 21 INSTALL 8" -RESILIENT WEDGE VALVE, MJxMJ 112074.68 1656560.40 22 INSTALL 8"x8"x4" TEE, MJ, WITH WABL-1 112013.55 165674.55 WATERMAIN BLOCKING 23 NOT USED INSTALL,8"-45' HORZ. BEND, MJ 24 WITH WATERMAIN BLOCKING WABL-1 112222.54 1656554.34 8"-45' HORZ. BEND, MJ _©�JNSTALL 2 WfFF#, WATERMAIN BLOCKING WABL-1 112213.11 1656563.07 ' MS`iALL",4" RESILIENT WEDGE VALVE CONNECT 26 TO IRRIGA't101vf` LINE. SEE LANDSCAPE PLANS WABL-1 112052.50 1656765.29 FOR CONNECTION, SEE01 27 INSTALL 4", RESILIENT WEDGE VALVE FLxMJ 111991.80 1656830.02 oio 107 LF 4 Q DIP - ILI `,�.. I Z o JCYY i Io.. e s ,k... , I I II i 0 7.5 MVICE LINESEE SHEET C3.1 FOR WATERMAIN NOTES. v , � _.c^ - CO��� r _1,11 L.� o` - - - - - - - - L- -17 o J' ® v.w------------- -J OI_,, V _I_ _ _ _ y2 LF 8". W 8 h _b I _ I _ Y' n C... e . 1 _ 9 I \ I / 242 LF 8' c� \\ 4 4" F G -.-__ / 15' EASFfvIEA1T DIP 3 22 11 DIP _ A - X.� LF � . ," S, A 6 / v 7 i o o � i Qq 12 - <- ---- - - ---------- - - - d SS - a; h �, .� 'I , .- a rs.r � _a ,I _,, a r,� r 11„i;,i: .\\ j _ ..._� ,3 '_. G'.�- _: Ar CONT TOR SHA \ ESL XIST G C \ 5' -- SANI RY SMH TYPE 1 48" °109- `1 - - - EASEMENT 1 s $c 3 .STORM R 0' y - RIM: 100.28 VERIFY 1 35 » i 127 L 8" D P _ - -- � - i \ 2 NTH" ( ffG'�-h�tNN a � _ v a $9 LF'•$" DIP , > � : " Ft II _ I - - . _ _ ECTION �.., - - -- M I ftv \ Sb I Y ER A -1 .. , r E, i F SITE BENCH MARK �'� �u k �: a A cir r, :.' \1�E RN CITY r ` \ \ � \, N STAN ,\ ; ATV NW CORNER OF CORNER CONC. PATIO ^''T Record Drawing Certification PROJECT REF. OLD0527-98 ERC oO.Z j-q,y %��f� \ ` RI INN These drawinol'kaMfb�rriF to the Contractors construction �' 60 BIG DADDY'S DRIVE ELEV=100.47 recdrds Pityof laps are En roved for conformance with the w� ty Engine g gwre _ - - - - 14 - - - - s P e PP ,. - -- g - in "n Division, re meets. - ' - rcl U � tx 1 dle tion r Cv To Approved By: (Date Approved LJr Conformed C'dy Dat Il � --� ' � 12 LF 8" Z 20 0 10 20 40 SCALE: 1 " = 20' 9F ��Q F`�7ONAL '� �Id1 D(PMS 5/23/00 CALL 48 HOURS BEFORE YOU DIG 1- 800- 424- 5555 108 First Avenue South Fourth Floor Seattle, WA 98104 206.624, 5670 Fax 206.624.3730 0 DESIGN COMPANY 1008 Western Ave., Suite 301 Seattle, WA 98104 Phone: 206.223.0326 FAX: 206.223.0125 Principal Engineer JR Project Manager JLA Job Captain MDD Drawn By KL Checked By JR/JLA Job No. 97035 Date 17 Feb. 99 Revisions: 1 1 26 99 JR 2 2 2/99 JR 3 2 4 99 JR No. Date By BID SET CONSTRUCTION DOCUMENTS WATERLINE EXTENSION & SANITARY SEWER PLAN SCALE: r_zo. 201 6910 00D15-6-B GENERAL NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. STANDARD PLANS AND SPECIFICATIONS SHALL BE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARDS SPECIFICATIONS AND STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" AND CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF STANDARD CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE-CONTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. 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 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 CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 8. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORM WATER 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 RIGHT-OF-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 PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 15. THE CONTRACTOR WILL BE REQUIRED TO WATER 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 PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAIL NO. STFG-1. ALL UTILITY CASTINGS OUTSIDE OF PAVED AREAS SHALL BE INSTALLED WITH A CONCRETE COLLAR ROUND THEM. 19. ALL CONNECTIONS OF SDR 21 OR 35 PVC PIPE TO MANHOLES SHALL BE MADE BY USING PVC MANHOLE ADAPTERS, OR APPROVED EQUAL. 20. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'-6" FOR SDR 21 OR 35 PIPE. 21. BEDDING FOR PVC PIPE SHALL BE 5/8 INCH MINUS CRUSHED ROCK, FOUR INCHES (4") MINIMUM UNDER, TO SIX INCHES (6") MINIMUM OVER PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL NO. GEPT-3. 22. BEDDING FOR 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. 23, REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFILL DETAIL NO. GEPT-1, GEPT-2, AND GEPT-3 FOR CONSTRUCTION PROCEDURES. 24. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE BANK RUN GRAVEL, FOR TRENCH BACKFILL PER SECTION 9-03.19. 25. 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. 26. 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. SANITARY SEWER NOTES 1. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 2. UNLESS OTHERWISE APPROVED, ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES SHALL BE DONE BY THE CITY OF AUBURN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION. 3. CONTRACTOR SHALL POT HOLE EXISTING SANITARY SEWER AND STORM DRAIN TO VERIFY INVERT ELEVATIONS. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL CONFLICTS WITH PROPOSED SEWER MAIN EXTENSION. WATER MAIN NOTES 1. PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETING ANSI SPECIFICATIONS A-21.51 OF LATEST REVISIONS AND SHALL BE THICKNESS CLASS 52. PIPE SHALL BE CEMENT -LINED, IN ACCORDANCE WITH ANSI SPECIFICATION A-21.4 OF LATEST REVISION. 2. ALL PUBLIC WATER MAINS SHALL HAVE A MINIMUM COVER OF FORTY-TWO INCHES (42"). 3. ALL VALVES FOR WATER MAINS SHALL BE RESILIENT WEDGE GATE VALVES FOR TWELVE (12") AND SMALLER. BUTTERFLY VALVES SHALL BE USED WHEN OVER TWELVE (12"). 4. JOINTS, EXCEPT WHERE -OTHERWISE REQUIRED OR SHOWN ON THE DRAWINGS, SHALL BE EITHER MECHANICAL -BOLTED TYPE, OR PUSH -ON RUBBER RING GASKET TYPE, CONFORMING TO AMERICAN NATIONAL STANDARD A-21.11. 5. PIPE FITTING SHALL BE DUCTILE IRON AND SHALL HAVE THE SAME KIND OF COATING, LINING AND STRENGTH AS THE PIPE TO WHICH CONNECTED AND SHALL CONFORM TO ANSI SPECIFICATIONS A-21.10 AND A-21.11 OF LATEST REVISION. 6. HYDROSTATIC TESTS ON THE NEW PIPE LINE SHALL BE MAKE IN ACCORDANCE WITH THE PROCEDURE FOR WATER -PRESSURE TESTING WATER MAINS AND THE LATEST PROVISIONS OF AWWA C 600, EXCEPT AS MODIFIED HEREIN. ALL EQUIPMENT NECESSARY TO MAKE THE TEST SHALL BE FURNISHED BY THE CONTRACTOR, AND THE CONTRACTOR SHALL CONDUCT ALL TESTS UNDER THE SUPERVISION OF THE ENGINEER. PRESSURE TESTS SHALL BE MAKE ON ALL PIPE AND APPURTENANCES INSTALLED UNDER THIS CONTRACT, INCLUDING ALL CONNECTIONS TO EXISTING MAINS AT A MINIMUM TEES PRESSURE OF 200 PSI. 7. DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR TO CONNECTION TO THE EXISTING WATER MAINS AND SHALL BE IN ACCORDANCE WITH THE LATEST PROVISIONS OF AWWA C 601. 8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. WATER MAIN NOTES (CONT.) 9. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL BE PER CITY OF AUBURN STANDARD DETAILS. SERVICES SHALL BE A MINIMUM 3/4 INCH TYPE K COPPER TUBING. SERVICE LINES OVER 1 INCH (11") MAY BE TYPE K COPPER OR 6Al2&iIZEt} PIPE. THE CITY OF AUBURN WILL INSTALL THE METERS. THE CITY WILL INSTALL SERVICES FROM MAIN LINE TO THE METER WHEN THE EXISTING WATER MAIN IS IN AN EXISTING CITY CITY STREET. 10. MEG-A-LUG TYPE RESTRAINTS SHALL BE USED AT ALL BENDS. FOR TEES, 90' BENDS, AND SPECIAL CIRCUMSTANCES, CONCRETE BLOCKING SHALL BE USED PER CITY STANDARDS. 11. ALL WATER MAINS SHALL HAVE A BLOWOFF ASSEMBLY AT LOW POINT AND AN AIR VACUUM RELIEF VALVE AT HIGH POINT OF MAIN. 12. THE FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO STANDARD DETAIL WAFH-1 AND SHALL STAND PLUMB. SEE TO FINISHED GRADE WITH LOWEST OUTLET BEING NO LESS THAN 18 INCHES (18") FROM FINISHED GRADE, AND A CLEAR ZONE AROUND HYDRANT OF NO LESS THAN 36 INCHES (36"). THE PUMPER PORT SHALL FACE STREET OF FIRE ACCESS. 13. ALL VALVE BOXES IN PUBLIC RIGHTS -OF WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE WITH THE CITY OF AUBURN'S STANDARD DETAIL NO. STFG-1. 14. BACKFLOW DEVICES REQUIRED WITH FIRE PROTECTION AND IRRIGATION SYSTEMS, AND TO BE INSTALLED PER THE CITY OF AUBURN'S DETAILS. 15. THE UNDERGROUND FIRE SPRINKLER SYSTEM SHALL BE APPROVED BY THE FIRE MARSHAL AND INSTALLED BY A STATE LICENSED FIRE SPRINKLER CONTRACTOR. 16. STREET OR PARKING LOT CURBS SHALL BE PAINTED WITH FORMULA WID-Y1 (YELLOW) 15 FEET (15') EACH SIDE OF ALL FIRE HYDRANTS, AS DIRECTED BY THE CITY. C 1 2" `fl a- „ w 2" RAISED LETTERS 1 3. 1/8" RAISED 1/2" WIDE BORDER 10" 8 3/4" Ln CAST IRON FRAME AND COVER WYE OR 1/8 BEND CLEANOUT DETAIL 5D 1 4 1 2 w SQ SQ COVER PATTERN DETAIL 2'-0" SQUARE 0 _I CONC CL 5 (3/4 12"0 D.I.P. FIBER JOIN PACKING VARIES SEE PLAN VARIFS AC CLASS B CSTC "REMOVE & RECOMPACT SUBGRADE SEE SPECIFICATIONS COMPACTED SUBGRADE ASPHALT PAVEMENT 12" PVC CULVERT- 0 1 % (AT CONC. WALKS ONLY - NOT SHOWN) 1' 4 3/4" AC PAVEMENT' CSTC/CSBC 12" TOPSOIL (TYP.) 20 MIL PVC WATERPROOF MEMBRANE 8" PERFORATED PVC ® 0.5%- S BEND GRAVEL/ROCK INFILTRATION TRENCH PLUG SHALL BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS NOTE: USE ONLY FOR SIDE SEWER AND SERVICE DRAINS ruuv ....... ELEVATION INLET/OUTLET DETAIL NTS WHEEL STOP NTS TOP SOIL, FILTER - STRIP AND PLANTING AREA (SEE LANDSCAPE PLAN) ENCASE GRAVEL IN FILTER - FABRIC. 12" OVERLAP (TYP.) RANGE FROM 2:1 TO 6:1 o� �o s o , o" 3 " 0 ' co jw 0 0 24" VERTICAL CONC. CURB 3. WIDTH AND SLOPE VARIES, SEE PLAN 4" CONCRETE 12" REMOVE & RECOMPACT SUBGRADE SEE SPECIFICATIONS ACTED SUBGRADE NOTE: PROVIDE CONTRACTION JOINTS (3�8" X 1-1/2") AT 12' INTERVALS. SCORE WALK INTO 4 SQUARES WITH "V" GROOVE 1 /4" DEEP. CONCRETE SIDEWALK NTS TOP OF AC PAVEMENT EL. 99.80 (TYP.) 8" 12" VA WHEEL STOP 3 C3. 8"I MIN. UNDISTURBED SUBGRADE (TYP.) RIP -RAP AT PIPE 2 INLET AND OUTLET C3. BIOFILTRATION SWALE/INFILTRATION TRENCH DETAIL NTS 8"0 CAP MINIMUM WITH RUBBER GASKET 8"x8"X8" PVC TEE RUBBER GASKET JOINTS (REMOVABLE) SEE SHEET C1.3 FOR I.E. PVC MANHOLE ADAPTER WATER TIGHT CONNECTION OVERFLOW TEE NTS V�• 0 EXPWS 5/23/00 n s Record Drawing Certif'Fca6w These drawings conform to the Contractor's constnxUon records. Conformed by City: Date: octio CALL 48 HOURS BEFORE YOU DIG 1- 800- 424- 5555 PROJECT REF: BLD0527-98, FAreoz9-qg '/14141 Al These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By: �--� -S�g Date Approved /Z115g 00 ID issg 108 First Avenue South Fourth Floor Seattle, WA 98104 206.624.5670 Fax 206,624,3730 DESIGN COMPANY 1008 Western Ave., Suite 301 Seattle, WA 98104 Phone: 206.223.0326 FAX: 206.223.0125 Principal Engineer JR Project Manager JLA Job Captain MDD Drawn By KL Checked By JR/JLA Job No. 97035 Date 17 Feb. 99 Revisions: 1 1 26 99 JR 2 2 2 99 JR No. Date By BID SET CONSTRUCTION DOCUMENTS NOTES AND DETAILS SCALE: AS NOTED C& 1 r ....1 rut, 11 1..11. �' RAISED CROSSWALK NTS SAWCUT WHERE NEEDED THROUGH JOINT ALL AROUND WHERE PAVED LIMITS OF TEXTURE & PAINTED YELLOW/ SURFACES 2" n CURB -A SCORE LINE (TYP. * 12:1 MAX. SLOPE BUT NOT LESS THAN 3'-0 CONIC. WALK APPLY TACK COAT TO ASPHALT 1 "R _\ f� 6 w /-- 1 /2"R r,RanF PAVEMENT VERTICAL CONCRETE CURB NTS B INSTALL WITH NEW PAVEMENT 41 CURB MONOLITHIC WITH RAMP o NEW PAVEMENT BLOCKED OUT N FULL DEPTH. 04 A A 3. END OF CURB NL ° Nl ° <m SAWCUT (TYP.) THROUGH JOINT (TYP.) ° 8 —0 * 12:1 MAX. SLOPE 00 BUT NOT LESS THAN S-0" NOTES: SECTION A —A 1. LAYOUT ADJUSTED TO FIT RADIUS, SLOPES SHALL MEET PLAN REQUIREMENTS. 2. FIELD VERIFY 12:1 SIDE SLOPES IF NO LANDING. 3. TEXTURE PATTERN NOT TO EXCEED 1/2" WIDTH OR RISE. CURB RAMP 9 )CROSSWALK STRIPING R 91 NTS TRANSITION TO MATCH 4 EXTRUDED CURB TO 3 EXTRUDED CURB VERTICAL CURB 2 8" VERTICAL CURB 3' OR EX. VERTICAL CURB SEE PLAN CEMENT CONCRETE CURB TRANSITION NTS EXTRUDED CONCRETE CURB SECTION NTS \•.\ \�\j\\\/�\\// FLUSH.. eVERTICAL� ° <° W/ PAVEMENT.......CONC. CURB ° 12:1 MAX. SLOPE a a 6' CONIC. SCORE LINE TYP. WALK RAISED CROSSWALK FLUSH •'. .. °° /\\�/\\�/\� W/ PAVEMENT SECTION B—B 6 CURB RAMP TYPE 2 7 CURB RAMP TYPE 3 8 END- S. NTS 3. NTS 3• NTS PER 'PLAN ACCESSABLE PAINT STRIPING NTS THERMO PAINTED INTERNATIONAL SYMBOL OF ACCESS NTS PARKING SIGN — MUTCD STD. R7-8 "VAN ACCESSIBLE" SIGN FOR VAN ACCESSIBLE STALLS ONLY 2" SCHEDULE 40 GALV. PIPE THREADED ONE END 2" THREADED COUPLING SET FLUSH WITH FINISH GRADE f1/16" CURB FACE COMPACTED BACKFILL 4" WELDING STUDS WELDED TO EXTENSION NOTE: SIGN SHALL BE ATTACHED WITH TOP EDGE OF SIGN FLUSH WITH TOP OF POST. 5/16" X 3/4" GALVANIZED OR PLATED LAG SCREW & 3/8" I.D. — 1" O.D. NYLON WASHER. (2 PER SIGN, TYP.) z xQ io I I N PAVED SURFACE C I i N 2'-2" SCHEDULE 40 GALV. PIPE (EXTENSION) THREADED ON ONE END. 121 ACCESSABLE PARKING SIGN NTS -CURB 'o qF zssi �Q �q �`�/ANAL E�'�� •v� tg _' 1 EXT-FES 5/23/00 PROJECT REF: BLD0527-98 , FAG 0o2 9- 9f a111199 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By: Date Approved - Record Drawing Certification These drawings conform to the Contractors construction records. Title/position; Conformed by City: Date: 108 First Avenue South Fourth Floor Seattle, WA 98104 206.624.5670 Fax 206.624.3730 0 DESIGN COYPA N Y 1008 Western Ave., Suite 301 Seattle, WA 98104 Phone: 206.223.0326 FAX: 2D6.223.0125 Principal Engineer JR Project Manager JLA Job Captain MDD Drawn By KL Checked By JR/JLA Job No. 97035 Date 17 Feb. 9 9 Revisions: 1 1 26 99 JR No. Date By BID SET CONSTRUCT10" DOCUMENTS DETAILS SCALE: AS NOTED C302 N c'-i /o c'je /0