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HomeMy WebLinkAbout05D1806A PORTION OF THE SOUTHEAST 1/4, SECTION 24, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. AUBURN, WASHINGTOI' 0- a m X Q w 0 m 00 t-, cii 0 v C L 3 C7 cD i Cl) rn r- m CD 0 r- m w H U Q I n co SYM U z_ w CD m 0 00 ,fl- l- VICINITY PLAN TO INH 16 a ,s7 Ism *AM &e. 15M SUM S.t. o PM T-Ss1 \ \\\\ 1©PNY a� P AURM 4W I WOW PM I i7-06 17-70 11 I 1 17-" I 17-14 I Way NORTH PARKING LOT 7 3 00 17-C I 17_ 17-12 17—, 17-0s rO � o� 0 r ,T-q i Ij` o i 17-13 17-16 ,7-,s o D ,7-0 17 17 °2, l ,7-54 ,7-53 ,7� I Iii I� - ' 17-86 174717-6 rN REVISION BY I APPROVED I DATE I SYM BUILDING 17-220 NORTH PARKING LOT BOEING COMMERCIAL AIRPLANE GROUP REVISION 700 15TH ST. S.W. AUBURN, WASHINGTON 98001 BY I APPROVED I DATE DRAWING INDEX BAC DWG, NO. SHEET TITLE 17—YD—GO GO COVER SHEET CIVIL 17—YD—C4 C4 COMPOSITE SITE PLAN 17—YD—0516-3AR C516-3AR SITE REMOVAL PLAN 17—YD—0516-3A C516-3A SITE LAYOUT / PAVING PLAN 17—YD—0516-3B C516-313 GRADING AND DRAINAGE PLAN 17—YD—0516-3C C516-3C SITE DETAILS AND NOTES 17—YD—0516-3D C516-3D T.E,S,C. PLAN LANDSCAPING CODE SUMMARY PROJECT DESCRIPTION: BUILDING 17-220 NORTH PARKING LOT SITE ADDRESS: 700-15th STREET S,W, AUBURN, WA, 98001 JURISDICTION: CITY OF AUBURN BUILDING CODE: 1994 UBC OCCUPANCY GROUP/ NON -BUILDING (PARKING LOT) CONSTRUCTION TYPE: LAND USE ZONE: M-1 LIGHT INDUSTRIAL DISTRICT PARKING SPACING SUMMARY 17—YD—LS516—IA LS516—IA SITE LANDSCAPE PLAN 17—YD—LS516—IB LS516—IB LANDSCAPE DETAILS NEW LOT: 168 REGULAR 2 HANDICAP 17—YD—LS516—IC LS516—IC SITE IRRIGATION PLAN EXISTING LOT: 255 REGULAR 17—YD—LS516—ID LS516—ID IRRIGATION DETAILS 7 HANDICAP ELECTRICAL 17—YD—E8B—IA E8B—IA SITE ELECTRICAL PLAN 17—YD—E508-1—IB E508-1—IB ELECTRICAL DETAILS Record Drawing Certification These drawings conform to the contractor's construction records. By: Title/position: _ Confirmed by City: Date: Date: + 20288 Cy �+A 13TEg�'� �s`SIDNAL E��1 s� jar a � TOTAL: 432 STALLS PROJECT REF: GRA0022-97 These plans are approved for conformance with the City of Auburn's Engineering Division requirements, LZ�18 SITTS & HILL ENGINEERS, INC. Approved By :;Qrrv►• _�; CIVIL ■ STRUCTURAL ■ SURVEYING Date Approved: .122% cj 8 2901 S 40th ST., TACOMA, WA 98409 (253) 474-9449 DRAWN DATE SUBTITLE ACCEPTABILITY J,M.W. 3 98 COVER SHEET THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED J•L,F, 3 98 ENGINEERTITLE APPROVED BY IDEPT.1 DATE J. F. L. 3 98 BUILDING 17 - 2 2 0 CHECKED SAKAGUCH NORTH PARKING LOT I JOB N0. BUILDING 1 7-220 COL. AUBURN DWG N0. T REVISION ISYMBOL GO 567M 17-YD-GO m N U a CD m x v N W CD co CQ 0 r., c 7 7 3 Cl 3 m U I C11 M co i 0 0 co LL, U 2 Q L- I SYM REVISION x 88� 88.2 U/. 1 —1 — _ — U/.L U/.`t x x x x x x x x 0.1 BY I APPROVED 88.3 x 88.3 SITE REMOVAL PLAN SCALE: 1 "=30' o- wo DATE I SYM I REVISION I BY I APPROVED I DATE Record Drawing Certification These drawings conform to the contractor's construction records. By. Date: Title/position; Confirmed by City: Date: 20289 w4 ISTER�'9' �SSIONAL EXPIRES JULY 23, 1999 LEGEND RMSAW CUT AND REMOVE ASPHALT PAVEMENT GENERAL NOTES 1. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES (12") OUT FROM THE EDGE OF THE EXCAVATION, UNLESS OTHERWISE NOTED. ALL JOINTS BETWEEN THE NEW AND THE ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-1) AND THE FACE OF THE SAW CUT SHALL BE TACK COATED. 88.1 88.1 x x PROJECT REF: GRA0022-97 These plans are approved for conformance with the REMOVAL City of Auburn's Engineering Division requirements. j0$jy k SITTS & HILL ENGINEERS, INC. Approved By: i%h 5�� CIVIL ■ STRUCTURAL ■ SURVEYING 2901 S 40th ST., TACOMA, WA 98409 Ir Date Approved: (cam (253) 474-9449 ACCEPTABILITY P D G DAT3 98 SUBTITLE K./ THIS DESIGN AND/OR CHECKED SITE REMOVAL PLAN CURRENT REVISION I SYMBOL I DATE SPECIFICATION IS APPROVED J.L.F. 3 98 SHEET NE R TITLE APPROVED BY DEPT. DATE J.L.F. 3 98 C516=3AR CHECKED SAKAGUCHL��� ���� BUILDING 17-220 SITE NORTH PARKING LOT JOB NO. COMP NO. 567M AUBURN ID11 No. 17—YD—0516-3AR os'D/80ro I I I ! I I I -I I li �I I I/ I L � j I, I I�(2) 2" FIBER Ducis ICJ CONCRETE ENVELOPE I, I � (9) 4" & (3) 2" FIBER TEL. ` DUCTS IN CONCRETE ENVELOPE C IS N.E. CORNER OF '- FIBEf TEL. DUCTS BLDG. 17-05 IN CONCRETE OlS ENVELOPE I C = = 7 ❑ , O I O V I I � I� D '�. ' I I o0 d X SV51 - 41 SV3-2 F.HYD.128 EC 126 E ��_ _ _ '/ _ f I _ KCESS PAINT MARKING ( �.) PAINT MARKINGS o ; . UATC:H FYISTING SEE LEGEND FOR SIZE + R.= 0 STOP S 0 C B 86.2 .�' ----- I MH I I I I I I I I 00" I I I I I I I i I I I I I 1 I I I I I I I I I I ------ I I I I I I I I I I I I I I I I I C516-3A i'.6_ 3C _ N _ — I I i 1 1 -------I------- --,------- I 1 I 1 � I i ------- ------ , ------ I I i I i . I I -------I--------------1------- 1 I I N -------1--------------a------- I I I I -------I--------------I------- I I I I I I J I I C7 I I I I I i I I --a I I I -------I------- ------ &I I I I I I i IC ] I CN I I I I I L -- -----L -- I -- -- -- -- -----I--- -- -----I---I--- I -- �-- I---f---I---I --T -- I -- �-- I i I T� f I I 1 I I i I I I I I I I I I I I I I I I I I �* I I I I I i I I I I I I I I I I I I I I I I I lr„', .4 8 EDGE OF EXISTING AC PAVING CB ❑86.6 x x ac7 SV31 ❑ SITE LAYOUT SCALE: 1•=30' AND SPACING f AEAV DUTT AJI P C516-3A I C516-3C , I I I I , I I I I I I I I ! I ----- I,I r ,+ I 1 /I I I +XO I I I I I STRIPE PARKING STALLS (TYP.) u'j. R = 5' (TYP.) 0- LIGHT DUTY A.C. PAVEMENT x x x x x x x El (9) 4" & (3) 2" FIBER TEL. DUCTS IN CONCRETE ENVELOPE SIGN "RIGHTJC516 TURN ONLY" EXTRUDED CONC. CURB PER DETAIL EXTRUDED CONC.� TYP. ALL LANDSCAPE ISLANDS C516-3A C516-3C CURB PER DETAIL _ C516-3A C51 - KINGS MH ACCESS RAMP SEE DETAIL C516-3i i4' it ' Lf7 Is 0 '.4-1 L0 II w V) 0 11 V) c� CL JIM C516-3C PROVIDE WSDOT R1-1 "STOP" SIGN 10'1 10 SPACES 0 9' = 90' .10 1� 10 SPACES 0 9' = 90' . 1 11 24' -�- 20' � EDGE OF EXIST. A.C. PAVING Q, x x x x x ZO x x x❑ x x x-XO x X° PAVING PLAN s u REYMN BY m3pwvB DATE REYSIM BY Al"MD DATE — ISSUE FOR CONSTRi1CTION J.L.F. 1 PER CITY OF AUBURN REVIEW COMMENTS J.L.F. 7wm dlaah P awwam to on awkwowes owskuwanowrds. or aft OF Dft J. LEGEND LANDSCAPING - SEE LANDSCAPE PLAN CONCRETE PAINT MARKINGS, YELLOW 4" O 12" SPACING 0 45' ANGLE HPS LUMINARE ON 30' POLE (SEE SHEET E86-IA FOR ELECTRICAL) 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 DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD 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. APRE-CONSTRUCTION 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 SHALL BE RESPONSIBLE TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR SWEEPING OF PUBLIC STREETS WHICH MAY BECOME SOILED AS PART Of CONSTRUCTION OR HAULING ACTIVITIES. 7. EXTENT OF LIGHT DUTY AND HEAVY DUTY SECTION'S ARE AS NOTED. SEE SHEET C516-3C FOR PAVING SECTIONS. 8. MATCH TOP OF NEW A.C. PAVING TO TOP OF EXISTING A.C. PAVING. 9. SAW CUT EXISTING AC PAVING TO PRODUCE A CLEAN NEAT EDGE PRIOR TO INSTALLATION OF NEW PAVING. SEAL JOINT LINE. CONSTRUCTION NOTES 1. ARRANGE AND ATTEND A PRE -CONSTRUCTION MEETING WITH THE CITY OF AUBURN CONSTRUCTION INSPECTORS AND OWNERS REPRESENTATIVE. 2. ESTABLISH THE PROJECT GRID. 3. INSTALL AND MAINTAIN THE SILT FENCING AND EROSION CONTROL FACILITIES PER THE TEMPORARY EROSION AND SEDIMENTATION CONTROL (TESL) PLAN. 4. INSTALL THE RIP -RAP CONSTRUCTION STABILIZATION ENTRANCES. 5. GRADE THE SITE TO CONFORM WITH THE GRADING PLAN. 6. INSTALL STORM DRAINAGE SYSTEM, SITE LIGHTING CONDUIT AND IRRIGATION SYSTEM PER PLANS. PROVIDE CATCH BASIN PROTECTION AT ALL NEW CATCH BASINS. 7. IMPORT FILL MATERIAL & GRADE PER THE SITE GRADING PLAN. 8. COORDINATE WITH THE PROJECT FOCAL FOR PE C SITE REVIEWS AND INSPECTIONS. 9. CLEAN ALL APPURTENANCES OF THE NEW AND EXISTING STORM DRAIN SYSTEMS AFTER ALL FILLING AND GRADING WORK HAS BEEN COMPLETED. 10. REMOVE THE TESC AND EROSION CONTROL FACILITIES ONLY AFTER PAVING HAS BEEN FINISHED, LANDSCAPING INSTALLED AND APPROVALS HAVE BEEN RECEIVED BY THE PROJECT FOCAL AND THE CITY OF AUBURN. 11. CORRECT DEFICIENCIES NOTED BY THE PROJECT FOCAL AND THE CITY OF AUBURN. PROJECT REF: GRA0022-97 12. COORDINATE FOR FINAL INSPECTION. These pkm am oWoved for codormonce with the !h City of Auburn's E ng NvWw reqWrements. /Z Approved By: �� TTr & HILL ENGINEERS,INC, csnl�GM ■ SI AIr MPA. ■__tvllvvn 2901 S 40th ST., TACO MA, WA 98409 Date Approved: (253) 474-9449 DRAWN [AM SU9"%E ACCEPTABILITY P.Q.G. 3 98 THIS DESIGN AND/OR attm SITE LAYOUT/PAVING PLAN J.L.F. 3 98 / 1 so i SITE BUILDING 17-220 NORTH PARKING LOT No. 567M 77 AUBURN DWG ' 17-YD-0516-3A gap I m CV U UD Ckj w 0 m OD rn m m v _o C_ (D 0) 3 0 U m r` CXD 0 r- w U CE Q I BLDG 17-05 86. 86.4 X ri X CB 36"STS SV3-2 F.HYD.128 4 8 1'� ,K EXISTING MH x 6.5 IN CONCRETE ENVELOPE 86.7 + 86.6 " > k G . E. 81 �5 24 , E / 4: V // /' _ /' /4E./L= &"5/4 24- W// • • X. ' C GP Ge8 87.7 87.7 a0 x 1 ', ', ;X � PRO,,��'ECTI BENCHMARK ---- 86. I I I L'XIS7ING 1 C.B. RIM = 86.24 ; 86. I.E. = 82.59±-8„ ; --- - x I.E. = 82.54 - 8'° N _LUGGED _ C 86.4 ' 89.1 88.4 BLDG 17-220 -x----;------- -- - ---- - I Li 1- I ------------- I C ------ I -------;------- I---- - 88.5 I ----x--r-------------B6•' I I 86.3 x -------------r---- _ 86.9 86.8 EXISTING-MN--1 9.4 RIM = 8�_72--1-» ------------�-- Xs-S - [8 .7 E = 82.47 - SW .9 IE = 82.�7 �-1 2 --NE- x---8�5-- ---- - �- � IE = 82A=TE-- x ;----- 00 ----- T.. 4 IE=81.47-R4 E I 36.81 89.3 X. " ' r`- IE �p� pp n I I I I I I I I I k--4 I I IX' X '------- I I I I I I I I I I I I I I I I 1---4t I 18 I§ I I I 1 I I C--jrC I I I4VrI 1 I •, // �-' z 88.4 .4 cn 00 88.4 86.5 I I I I I I 88.4 I ' Ix 1 I I I I I I I I I I I 1 � 5 1 I I I I I I I I I I I I I I I I I I I 86•$ I I I I I 1 I I I I I I I I 7 8 I I I I ix I 0C I I I I I I I I I I I I I 1 I I -- ---LII --!I --I -- III -IIIIIIIL aI1 I I I 8745 I - I I I I 1 1 8fg 7 1 I „'/i /� 251 I I I I I I I I I I X: I I I I I I I I r' I I CB / i/.,� 9 P 8Ir1 U U 1 1 1 xi I i 86134 I I X CB x EDGE OF EXISTING AC 'T AVING x 86.7 x 86.7 STS 86.6/1 /x SV31 87.1 87.2 x x 88.2 88.3 88.3 X 88.2 88.1 X X x x GRADING AND DRAINAGE PLAN SYM REVISION ISSUE FOR CONSTRUCTION 1 PER CITY OF AUBURN REVIEW COMMENTS SCALE: 1 "=30' BY APPROVED J.L.F. J.L.F. DATE I SYM 8"SAN (AIP) s X_ CO M11 .1. , • FIBER • .. 10r .sa r � � psi - � � - .T-•- �� - �. :. • MA I ! : . 1 /U 1 /P(CRETt E/WELqFLg� BLDG 17-72 � III IWN: 87.4 100 LF 12" N-12 ® 0.50% NEW CB #1 _= TYPE 1187.1 RIM = 85.9 I.E. = 8 2.8 3 S. $� � 1. E. = 82.93 N. 45" NEW CB #2 - RIM = 85.9 I.E. = 83.43 S. I.E. = 83.53 N. 1 86.5 I �- _� 87.3 0-A x x x x x CB NEW ASPHALT PAVEMENT A [TO MEET EXISTING CONCRETE 9 4" & 3 2" FIBER TEL. PAVEMENT DUCTS IN CONCRETE ENVELOPE 12"SAN now �. 36"STS x 6.8 X NEW ASPHALT PAVEMENT TO MEET CXnTH7G- PAVEIALN-T 2" GP 87.3 NEW CB#3-TYPE 1 SEE NOTE 2, SHEET C516-3C RIM = 86.2 I.E. = 84.0 S. 7.71 88z 89.0 _ _$$_7 _ GRADE BREAK_(TYP.�_ _ 188.7 �- 30' 88.8 88.8 88.4 i l 86.5 l l l l l l 88.0 F86-31 EXISTING CB ( 86.4 RIM IE = = 86.04 2.8) - 87.5 8" N PL G ) 6.2 IE = 2.8 - 8" S 5.3 FIN SH GRADE 0 81. MATCH EXI EN._00, TIN C TC 7.1 BA IN RIM EL ATI N �'4\ X 86.6 86.7 x 8s.s 86.7 86.5 86.7 X d-71; I F R" f>0 r x FH 87.4 EXISTING CB 87.3 x x RIM = 86.43± NEW ASPHALT PAVEMENT IE = 83.33 - 8" E IE = 83.13 - 8" N TO MEET EXISTING. SEAL 88.2 IE = 82.93 - 8" SW 87.9 JOINT LINE 87.9 x 88.2 x 88.1 x x Record Drawing Certification NThese drawings conform to the contractors construction records. By: Date: Title/position: Confirmed by City. Date: REVISION BY APPROVED DATE rI E"Irmll wpm 86.4 86.7 86x 186.7 X 87.2 x EXISTING CB RIM = 86.5± IE = 83.4± (CB NOT ON LINE)X8.1 LBOE/NG° J. 20289 Cv� �+d' G73T E'D �`ss'IONAL E��1 jwx sk we 87.1 x x' ABANDONED 4"G 86.6 X .7 STS 10"F 86.5 GENERAL MOTES 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AND CITY OF AUBURN REQUIREMENTS & SPECIFICATIONS. 2. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT ALL LINES, PIPES, POLES AND OTHER APPURTENANCES ARE PROPERLY LOCATED. ALL UTILITY RELOCATION WORK SHALL BE AT THE EXPENSE OF THE CONTRACTOR AND MUST BE IN ACCORDANCE WITH STANDARDS PRIOR TO PROJECT ACCEPTANCE. 3. FILL STANDARDS: A. SLOPES SHALL NOT BE STEEPER THAN 1 1/2 HORIZONTAL TO 1 VERTICAL, OR AS RECOMMENDED BY A SOILS ENGINEER. B. THE STRUCTURAL FILL MATERIAL SHALL BE INSTALLED AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY PER ASTM D-1557. C. THE GROUND SURFACE SHALL BE PREPARED BY REMOVING VEGETATION, TOPSOIL AND OTHER UNSUITABLE MATERIALS TO THE GRADE SHOWN ON THE DRAWINGS. THE SUBGRADE SHALL BE PROOFROLLED WITH A HEAVY ROLLER WITH ANY SOFT SPOTS OVER EXCAVATED AND REPLACED WITH APPROVED STRUCTURAL FILL MATERIAL. TOP 6" OF EXISTING SUBGRADE SHALL BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY PER ASTM D-1557. 4. VERTICAL DATUM WAS OBTAINED FROM BOEING DRAWING NO. 17-YD-C86. CITY OF AUBURN BM 31-C ELEVATION 88.28 = 88.22 BOEING DATUM. BM 31-C = BRASS SURFACE MONUMENT AT 41 ST ST. SE. & "A" ST. SE., SW CORNER OF SECTION 30-21-05. 5. CONTRACTOR SHALL ESTABLISH TEMPORARY BENCH MARKS WITHIN AREA OF WORK FOR VERTICAL CONTROL. CONTRACTOR SHALL USE RIM OF EXISTING CATCH BASIN NOTED AS "PROJECT BENCH MARK". RIM ELEVATION = 86.24. CONTRACTOR IS CAUTIONED NOT TO USE REVISED ELEVATION DATUM ESTABLISHED PER A DECEMBER, 1997 AERIAL SURVEY. 6. EROSION CONTROL A. ONSITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE OF THE STORM SYSTEM SHALL BE CORRECTED BY THE CONTRACTOR. B. TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES. THE CONTRACTOR SHALL INSTALL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES AND/OR STORM DRAINAGE SYSTEMS. NO SEDIMENT LADEN STORM WATER SHALL BE ALLOWED TO DISCHARGE INTO CITY OF AUBURN & BOEING STORM WATER DRAINAGE SYSTEM. 7. STORMWATER DRAINAGE FOR THIS PROJECT SITE DRAINS INTO THE ON -SITE TREATMENT / DETENTION SYSTEM LOCATED AT THE SOUTHWEST CORNER OF THE SITE. 8. ELEVATIONS SHOWN AS Fg-o-.5--1 ARE FINISH GRADE ELEVATIONS. 9. ELEVATIONS SHOWN AS 87.4 ARE EXISTING GRADE ELEVATIONS. QUANTITIES - " ", "_ "' CUT = 2280 CU. YD. 87.2 87.4 FILL (PAVING BASE COURSE MAT'L) = 1250 CU. YD. x x RIM = 86.6 E = 84.1 - 8" E 88.1 X8.1 IE=84.05-8"S x IE=84.0-8"N PROJECT REF: GRA0022-97 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. 4=14Vh, (ol2t �G18 SITTS & HILL ENGINEERS, INC. Approved By: �,� .�� Sa CIVIL ■ STRUCTURAL ■ SURVEYING Date Approved: - / ( 122%i8 2901 S 40th ST., TACOMA, WA 98409 (253) 474-9449 ACCEPTABILITY DRAWN PDG DATE 3 98 SUBTITLE GRADING AND DRAINAGE PLAN HE CHECKED THIS DESIGN AND/OR SPECIFICATION IS APPROVED J.L.F. 3 98 TITLE C516=3B APPROVED BY DEPT. DATE J.L.F. 3 98 CHECKED BUILDB. SAKAGU I N G 17-220 � o APPROVED NORTH PARKING LOT J06 NO. 567M aw- APPROVED °wc No. AUBURN 17-YD-0516-3B I P P '3 7-& _• GEN[RAL NOTES I co Cu U co m x N w 0 co m m 0 v v 0 C 3 U i m 00 0 0 r- m w c� Cr Q LL PAVEMENT SECTION THIS CONTRACT SAW CUT SMOOTH VERTICAL JOINT. APPLY TACK COAT TO ALL EXPOSED VERTICAL SURFACES IMMEDIATELY PRIOR TO PAVING. SEAL 12" OVERLAP JOINT LINE WITH HOT OF EXISTING SS-1 EMULSION, -� BASE COURSE EXISTING EXIST. PAVEMENT SECTION IIIIIIilllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll UNDISTURBED EXIST. BASE COURSE PAVEMENT JOINT SECTION � SCALE: 1/2" = 1'-0" r516_3elrF16_3r 2" 10" 2" MIN., 2 1 /2" 4" MAX. . 10" . LOCATION DIMENSION LINE 1 1 /2" RADIUS (TYP) 1 " RADIUS (TYP) 1 " 0 WEEP HOLES AT LOW POINT ASPHALT PAVEMENT BOTTOM OF CUT/ SAWED JOINT EPDXY EXTRUDED CONCRETE CURB SCALE: 1" = 1'-0" w ASPHALT CONCRETE PAVEMENT, CL. "B" 3" COMP. DEPTH (2 LIFTS) 6" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE SUBGRADE - COMPACT TO 95% MAXIMUM DENSITY TOP 6" 9" COMPACTED DEPTH SUB -BASE HEAVY DUTY ASPHALT PAVEMENT SECTION i SCALE: 1/2" =1'-0° C516-3A I C516-3C ASPHALT CONCRETE PAVEMENT, CL. "B" 2" COMP. DEPTH (1 LIFT) 4" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE SUBGRADE - COMPACT TO 95% MAXIMUM DENSITY TOP 6" 6" COMPACTED DEPTH SUB -BASE i'-0° EACH C� TYPICAL C� PAINT SOLID WHITE (TYP.) � C� WIDTH AS R QUIRED - SEE SITE LAYOUT PLAN ACCESS PAINT MARKINGS C516-3A C516-3C SCALE: NONE JVVI\L_ LIIVL CEMENT CONCRETE SIDEWALK AND RAMP G 4 COMP. DEPTH CRUSHED SURFACING TOP COURSE MATCH EXISTING OR PROPOSED SURFACE 6'-0" MIN. /F CEMENT CONCRETE OR AC LANDING PAD c NOTE: TRANSITION RAMP SHALL BE TEXTURED BY IMPRINT OF METAL GRID WITH 1/2" SPACING DETAIL i SCALE: NONE Go CD SYM REVISION BY ISSUE FOR CONSTRUCTION J.L.F. M 1 PER CITY OF AUBURN REVIEW COMMENTS J.L.F. 4 w V i ao APPROVED I DATE I SYM REVISION LIGHT DUTY ASPHALT PAVEMENT SECTION SCALE: 1 /2" =1'-0 SIGN DETAIL C516-3A C516-3C SCALE: 3/8" = 1'-0" C516-3AIC516-3C 2" MULCH ON 6" TOPSOIL SEE SITE LAYOUT PLAN x6-W2.9xW2.9 © MID -DEPTH SHALLOW 'V' GROOVE IF MONOLITHIC. 3 8"x4" JOINT IF SEPARATE CONSTRUCTION 61 ,--ROUND EDGE CONTROL JOINT 1 /2" DEEP AT EVERY EXPANSION JOINT (TYPICAL) -j- 4" COMP. DEPTH-, 0516-3A I C516-3C "IELDED STEEL CAP PAINT) :ENTERLINE OF METAL ;IGN SIGNS: DP -VAN ACCESSIBLE SPACES REQUIRE \DDITIONAL SIGN BELOW THE HANDICAP SYMBOL )F ACCESSIBILITY STATING "VAN -ACCESSIBLE". CRUSHED SURFACING II 18" s� f� TOP COURS E 3 COT FINISH GRADE A.C. PAVING ff�- NOTE: INSTALL FULL DEPTH 3/8" EXPANSION JOINT AT 10' O.C. MIN. IN SIDEWALL PAVING PERPENDICULAR TO DIRECTION OF TRAFFIC. CEMENT CONCRETE COMBINED WALK, CURB SCALE: NONE 3" GALV. STEEL PIPE COLUMN (PAINT WHITE) ;EE SITE PLAN 'OR MATERIAL COMPACTED EARTH AROUND 12" DIA.x2'-O" CONCRETE FOOTING SUBGRADE IMPORTED STRUCTURAL BACKFILL - COMPACT TOP 12" TO 95% IF UNDER PAVEMENT IMPORTED STRUCTURAL BACKFILL COMPACT TO 90% C516-3AIC516-3C PIPE BEDDING MATERIAL CONFORMING TO WSDOT"MIN 9-03.15 FOR RIGID PIPE 9-03.16 FOR FLEXIBLE PIPE PIPE O.D. MIN. 40" MAX. PIPE O.D. + 24 MIN. PIPE BEDDING DETAIL 5 SCALE: 1 /2" = 1'-0" C516-3A C516-3C BY I APPROVED I DATE Record Drawing Certification These drawings conform to the contractor's construction records. By: Date: Title/position: Confirmed by City: Date: Q� BOE/NG' rr- T_ &1/ Wow 20289 +6' GIST �SSIONAL EXPIRES DULY 23, 1999 C516-3A I C516-3C 3" WHITE, iYP.� INTERNATIONAL HANDICAP SYMBOL SCALE: 1/2" = 1'-0" C516-3A C516-3C 1. THE CONTRACTOR SHALL NOTIFY THE PROJECT FOCAL IN THE EVENT OF DISCOVERY OF POOR SOILS, STANDING GROUND WATER OR DISCREPANCIES FROM THE PLANS IN GRADES, LOCATIONS AND CONSTRUCTION OF UTILITIES, STRUCTURES AND OTHER EXISTING CONDITIONS. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF CONNECTION PRIOR TO CONSTRUCTION. 2. DURING THE PROGRESS OF WORK, BARRIERS AND WARNING SIGNS SHALL BE ERECTED AND MAINTAINED AS NECESSARY, OR AS DIRECTED, FOR THE PROTECTION OF THE PUBLIC. THE BARRIERS SHALL BE PROPERLY LIGHTED WHEN NECESSARY. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND WITH ALL NECESSARY PERMITS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A SET OF THESE APPROVED CONSTRUCTION PLANS ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. ANY REVISIONS TO THESE PLANS MUST BE REVIEWED AND REAPPROVED BY THE PROJECT FOCAL PRIOR TO IMPLEMENTATION IN THE FIELD. 6. THE BURIED UTILITIES ON THIS PROJECT ARE SHOWN IN THEIR APPROXIMATE LOCATION WHE RE KNOWN. OTH ER ER EXISTING BURIEDUTILITIES U CITIES MAY NOT 0 BE SHOWN ON THIS PLAN. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AND HAVE THEIR LOCATION MARKED ON THE GROUND PRIOR TO CONSTRUCTION. THE CONTRACTOR WILL PROTECT, OR IMMEDIATELY REPAIR, ANY DAMAGED UTILITIES "DISCOVERED" ON THIS PROJECT. EARTHWORK FOR UTILITIES NOTES 1. BEDDING MATERIAL FOR RIGID PIPE SHALL CONFORM TO SECTION 9-03.15 OF WSDOT STANDARD SPECIFICATIONS. 2. BEDDING MATERIAL FOR FLEXIBLE PIPE SHALL CONFORM TO SECTION 9-03.16 OF WSDOT STANDARD SPECIFICATIONS. 3. PEA GRAVEL SHALL BE UNIFORM, NON -GRADED MATERIAL OF APPROXIMATELY 3/8 INCH TO 1 /2 INCH, CLEAN, WASHED GRAVEL. 4. TRENCH BACKFILL SHALL MEET THE REQUIREMENTS FOR STRUCTURAL FILL MATERIAL. 5. TRENCHES SHALL BE EXCAVATED TO THE LINE AND GRADE DESIGNATED ON THE DRAWINGS AND AS REQUIRED TO MAINTAIN SAFE WORKING CONDITIONS. TRENCH EXCAVATIONS SHALL BE PER THE DETAILS SHOWN. 6. EXCAVATIONS SHALL BE BARRICADED AFTER REGULAR WORKING HOURS AND WARNING LIGHTS SHALL BE POSTED. 7. WHENEVER OVEREXCAVATING OF TRENCHES OCCURS, TRENCHES SHALL BE BACKFILLED WITH BEDDING MATERIAL AND COMPACTED. 8. PIPE BEDDING SHALL BE PLACED ON A PREPARED SUBGRADE AT LEAST FOUR (4) INCHES BELOW THE BARREL OF THE PIPE AND PLACED TO DEPTH OVER THE PIPE AS SHOWN ON THE DETAILS OR AS NOTED IN THE STANDARD SPECIFICATIONS. 9. COMPACTION OF BACKFILL AROUND PIPES AND CONDUITS SHALL BE 90% FOR THE FIRST 12 INCHES OF MATERIAL AND 95% FOR SUCCEEDING MATERIAL LAYERS. BACKFILL AROUND STRUCTURES SHALL BE PERFORMED BY A JUMPING JACK COMPACTOR FOR A DIAMETER OF TEN (10) FEET AROUND THE STRUCTURE OF 95% MAXIMUM DENSITY. 10. DENSITY TESTS SHALL BE PERFORMED AT A MINIMUM OF ONE (1) FIELD DENSITY TEST FOR EVERY 100 LINEAL FEET OF TRENCH. ONE (1) TEST SHALL BE PERFORMED WITHIN THE BACKFILL AREA ADJACENT TO EACH MANHOLE, CLEANOUT, WATER VALVE AND OTHER UTILITY STRUCTURES. STORM DRAINAGE NOTES 1. STORM DRAIN PIPE SHALL BE "N-12" CPEP, HIGH DENSITY POLYETHYLENE WITH SMOOTH INTERIOR MEETING REQUIREMENTS OF TYPE III, CATEGORY 4 OR 5, GRADE P33 OR P34 CLASS C PER ASTM D 1248, WITH MANNINGS "n" FACTOR NOT TO EXCEED 0.012. IN ADDITION, MEET REQUIREMENTS OF AASHTO M 294; ADS "N-12" OR APPROVED EQUAL. 2. CATCH BASINS SHALL BE WSDOT TYPE I, STANDARD PLAN B-1. ASPHALT CONCRETE PAVING NOTES 1. ASPHALT CONCRETE PAVING SHALL CONFORM TO THE REQUIREMENTS OF SECTION 5-04 AND 9-03.8 OF THE WSDOT STANDARD SPECIFICATIONS FOR CLASS "B" ASPHALT CONCRETE PAVING. 2. TACK COAT SHALL CONFORM TO SECTION 9-02.1 OF WSDOT STANDARD SPECIFICATIONS FOR "CSS-1 ". 3. SOIL STERILANT SHALL BE A COMMERCIAL RESIDUAL HERBICIDE REGISTERED WITH THE WASHINGTON STATE DEPARTMENT OF AGRICULTURE AND SHALL BE APPLIED 24 HOURS PRIOR TO INSTALLATION OF ASPHALT PAVING. 4. CRUSHED SURFACING TOP COURSE SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9-03.9(3) "TOP COURSE". 5. CRUSHED SURFACING BASE COURSE SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9-03.9(3) "BASE COURSE". 6. PAVING AND ROCK THICKNESS NOTED IN THE DETAILS ARE COMPACTED IN - PLACE. 7. PAINT MARKINGS SHALL CONFORM TO WSDOT STANDARD SPECIFICATIONS 8-22. PAINT COLOR SHALL BE AS NOTED AND FOUR (4) INCHES WIDE. 8. AT THE HANDICAP PARKING AREAS PROVIDE: PAINTED ACCESSIBILITY SYMBOL AT EACH STALL. PAINTED ACCESS AISLE AS SHOWN. MOUNT, AT THREE (3) TO FIVE (5) FEET ABOVE FINISH GRADE, A SIGN MARKED WITH THE HANDICAP "INTERNATIONAL SYMBOL OF ACCESS" AND THE WORDS "STATE DISABLED PARKING PERMIT REQUIRED". PROJECT REF: GRA0022-97 WATER MAIN NOTES These plans are approved for conformance with the 1. REFER TO IRRIGATION PLAN FOR INSTALLATION AND CONNECTION OF THE City of Auburn's Engineering Division requirements. m IRRIGATION SYSTEM. 4/Z-Lt°18 Approved By: ��� SITTS & HILL ENGINEERS, INC. CIVIL ■ STRUCTURAL ■ SURVEYING 2901 S 40th ST., TACOMA, WA 98409 Date Approved: Z aha (253) 474-9449 DRAWN DATE SUBTITLE ACCEPTABILITY JEM 3 9$ CURRENT REVISION SYMBOL DATE THIS DESIGN AND/OR CHECKED SITE DETAILS AND NOTES SPECIFICATION IS APPROVED J.L.F.3 98 SHEET ENGINEER TITLE APPROVED BY DEPT. DATE J.L.F. 3 98 CHECKED B. SAKAGUGHi'iQ-f BUILDING 17-220 NORTH PARKING LOT JOB NO. COMP NO. 567M AUBURN °wc No. 17-YD-0516-3C EROSION CONTROL NOTES BLDG 17-05 86. 86. ' i 86.4 9XT X i i X 86.3 86.4 MH CB OlSr­1 0 r x O 4" & 3 2" FIBER TEL. 86.5 V'I CB r ,g 7N,�'f E .E�1�G ;1--� - -1. ---- h .I o 12"S N 36"STS rr _ SV51 - 86.8 86.4 i SV3-2 F.HYD.128 SEC 126 _ _ _ _ E '1_ I„---------,� jI,' 8"SAN (AIP) s x- CO BLDG 17-72 86.4 86.5 -4 1 I 1 1 1 �� -1 86.6 -� 4 4x & 2 2" FIBER DUCTS X 'x s x ;,-SIN CONCRETE ENVELOPE 86.7 + 86.6 4" GAS (ABANDONED) °- 86.8 FIBER TEL. DUCTS x x--------- ---- STO OP I CO CRE E EL04 0 GF 4,rG Q x CB 00 GP 87.7 87.7 X � 6. • I I I I I I I I - 8 I I I I 45' I I I IX PROVIDE FILTER FABRIC PROTECTION , 86. 77 AT CATCH BASIN PER CITY OF AUBtW x STANDARD DETAIL "DEV-8" ixic-z- -- i _ Q o$ ----- -�- I °_ :0°0 89.1 88.4 �- 1 � o BLDG 17-220 -----; ------ --- --; ---- - -------I------- I PVP PVa- I �p0 88.5 i I CONSTRUCT AND MAINTAIN STABILIZED -------r-------------r---- - 86.9 CONSTR-UCTION _ENTRAN-CE_PER CIT`_ 9•4 i 1 1 86.5 �- OF AUBURN STANDARD DETAIL "DEV-5" -------- - - - - - - -------� - x - - 86.9 -------1------- x---$�5-1----- - -------;- x I_ ao I I 36.8 I X. I I V I I I I IIII X I ILL _- ,(RI I C-I I I I 'i I 88.4 PROVIDE FILTER FABRIC PROTECTION Q X AT CATCH BASIN PER CITY OF AUBURN 00 `" 88.4 X '4 STANDARD DETAIL "DEV-8" 86.5 Q I I I I I 1 I I I I I I I I I I I I 86.$ I I I I I I I I I I I I I I I I I I I I 1 I I 1 I I I I I I I I I I I 7$ I I I I IX I I c) L-----I---I---� - �--- --L-- ---- j---L --L------- --- ----!---� --L-- -- -! 6.3 I � 6.4 I f I I I I I I I I xi I 1 I I I I I I I I 'i•,' Xi1 i i i Ui i i i i i i i U i i i i i i xi '% .7 I 1 I 1 I I 1 I I `g6.3 CB X 86.7 EDGE OF EXISTING AG AVING x 86.7 X 86.7 STS 86.6 x 86.7 86.6 86.5 X I X - SV31 0 87.1 87.2 87.4 87.3 87.2 x x x PROVIDE FILTER FABRIC PROTECTION x AT CATCH BASIN PER CITY OF AUBURN STANDARD DETAIL "DEV-8" 88.2 88.3 88.3 88.2 87.9 87.9 X 88.2 88.1 88.2 X x X X 88.1 x X X Record Drawing Certification T. E . S . C . P LAN These drawings conform to the contractor's construction records. SCALE: 1 "=30' N gy Date- Title/position: Confirmed by City: Date: SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ISSUE FOR CONSTRUCTION J.L.F. BOE//V� 0 m 00 U Cn 01 86.5 I 87.3 11 ....... x X X X; X X X X X X CB T[NEW ASPHALT PAVEMENT TO MEET EXISTING CONCRETE 9 4" & 3 2" FIBER TEL. PAVEMENT DUCTS IN CONCRETE ENVELOPE S 12"SAN _ ;7� 36"STS ID x X .. 6.8 X dll. NEW ASPHALT PAVEMEP (� I 2" GP_[---J­'--.� 4 2„ PROVIDE PROTECTION FOR INSTALLED CATCH BASINS PER - CITY OF AUBURN STANDARD DETAIL "DEV-7" SILT CONTROL FENCE ALL SIDES OF SITE, PER CITY OF AUBURN STANDARD DETAIL "DEV-6" X -4" GAS (ABANDONED) 4" G ,f 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 INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUN-OFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. 2. THE SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THESE DRAWINGS ARE INTENDED T4 BE THE MINIMUM REQUIREMENTS NEEDED TO MEET ANTMATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING THE PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLEi'ED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. 4. THE CONTRACTOR SHALL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE THE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. EROSION CONTROL CONSTRUCTION SEQUENCE: 1. SET GRADING LIMITS WITH TEMPORARY ORANGE NETTING FENCE ALONG ALL EDGES OF THE SITE. 2. SET TEMPORARY SILT FENCE AS SHOWN. 3. PROVIDE TEMPORARY GRATE PROTECTION FOR ALL CATCH BASINS AS SHOWN. WHERE AREA IS PAVED, PROTECTION SHALL CONFORM WITH DETAILS SHOWN OR NOTED. 4. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN AND DETAILED. 5. COMPLY WITH THE "EROSION CONTROL NOTES" IN THE CONTINUOUS OPERATION AND MAINTENANCE OF ALL EROSION CONTROL FACILITIES. 86 6 86.6 86.7 86.5 X6.4 X x STS x 10"F x x x x x x x x x 87.1 87.2 87.4 X X X PROVIDE FILTER FABRIC PROTECTION AT CATCH BASIN PER CITY OF AUBURN 88.1 881 STANDARD DETAIL "DEV-8" 88 1 x x X PROJECT REF: GRA0022-97 These plans are approved for conformance with the YYI City of Auburn's Engineering Division requirements. �O�zz%9a ■ SITTS & HILL ENGINEERS, INC. Approved By: CIVIL ■ STRUCTURAL ■ SURVEYING I 2901 S 40th ST., TACOMA, WA 98409 J Date Approved: - (e /�5� (253) 474-9449 FDRAWN DATE SUBTITLE CURT ACCEPTABILITY EM 3 98T E S C PLAN THIS DESIGN AND/OR HECKED C. G • g CIFICATION IS APPROVED J.L.F. 3 98 SHE[ ENTUINEER TITLE 20289 �p �� APPROVED BY DEPT. DATE C HEIST 3/98 BUILDING 17 - 2 2 0 APPROVED UCi�,�.r G r7 �'/ NORTH PARKING LOT DOB EXPIRES DULY 23, i999 APPROVED AUBURN DWG • • • .• SCALE: • C 5 16 =3` D NO. 567M I COMP NO. N0. 17-YD-0516-3D OrD/ 906