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HomeMy WebLinkAbout88D1029THE CA RD ENS APARTMENT COMPLEX GENERAL NOTES 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND STRUCTURAL NOTES. 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDINGS. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, AND GUYS IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES. ANY ➢EVIATION MUST BE APPROVED PRIOR TO ERECTION. 3. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. ANY DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION. 4. THE CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS, AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS, ALL DISCREPANCIES SHALL BE BE CALLED TO THE ATTENTION OF THE ENGINEER AND BE RESOLVED BEFORE PROCEEDING WITH THE WORK. 6. SHOP DRAWINGS REQUIRED BY THE STRUCTURAL NOTES SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF THE CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ENGINEER. 8. SEE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS REQUIRED FOR DUCTS, PIPES AND ALL PIPE SLEEVES, ELECTRICAL CONDUIT. AND OTHER ITEMS TO BE EMBEDDED IN CONCRETE OR OTHERWISE INCORPORATED IN STRUCTURAL WORK. 9. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS THEY SHALL BE REPORTED TO THE ENGINEER SO THAT PROPER REVISIONS MAY BE MADE. MODIFICATIONS OF DETAILS OF CONSTRUCTION SHALL NOT BE MADE WITHOUT THE APPROVAL OF THE ENGINEER. a i 7T Bf° ST w BTH T SE T ITN ST S �I 9 Y 9T ST SE r----- iR grn STS II � rucruu"or n T,1 441E. 'IIW-IM' RES. W Vow ITH 9 ds Iw ^-T-- t oke, J H I Tn. S SE OWNER a, H T " R. I„ AUB N ISrn TSEI—_--__ 6 `� I PROJECT C a 16T" ST SEi ` H a NEW PACIFIC DEVELOPMENT Tn T SE mH s SE W _ATE zo � < h n I GTH SE w I j P.O. BOX 98040 i Is AS J sE „ y' wcKEEvroor +�R" I N RG N o n DES MOINES, WA. 98180 z 2Hs sE z J REs. N B OR y{ w 22H0 T ORE$ I ° Z Phone 878-0300 I " ---- ° a Dnu D ST SEA 23RD ST SE 1a Contact: Jerry Person RDSTSE d TH NTH r o _ NST SE,c . _ OCR `Tw —31 In RDrZ6TN STZ TSE . 1 H ET SESTU C arH ST SE1},TpaW L Z97H 1 $T $E FORES~ Z c _ t F j N VICINTY MAP o 0 LEGAL DESCRIPTION INDEX OF DRAWINGS - - - 3 THE FAST 511' OF THE BELOW DESCRIBED PROPERTY: 1 TITLE SHEET LOT 2, CITY OF AUBURN SHORT PLAT NO. SP-21-79 AS RECORDED UNDER RECORDING 2 SITE PLAN \ NO. 8001150343, RECORDS OF KING COUNTY, WASHINGTON, TOGETHER WITH ALL THAT riz PORTION OF THE SOUTHEAST QUARTER OF SECTIO 19, TOWNSHIP 21 NORTH, RANCB 5 3 STORM DETENTION & GRADING PLAN (� EAST, W.M., IN KING COUNTY, WASHINGTON, LYING NORTHERLY OF SR 164 (P.S.H. 5) Q J m AS CONVEYED TO THE STATE OF WASHINGTON BY DEEDS RECORDED UNDER RECORDING 4 SITE DETAILS & NOTES l Q NUMBERS 3204731 AND 3206081, AND NORTHERLY OF A LINE DESCRIBED AS FOLLOWS: 5 LANDSCAPE PLAN COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 19; THENCE S 00 04'14" W A DISTANCE OF 283.40 FEET ALONG THE EAST LINE OF SAID 6 FLOOR PLANS - BLDG. TYPE "A" (KEY PLANS, DOOR SCHEDULE, BATH & KITCHEN ELEV'S.) Lw SECTION 19; THENCE S 89 38'35" W A DISTANCE OF 60.00 FEET TO THE TRUE POINT 7 FLOOR PLANS - BLDG. TYPE "B": H/C (DOOR SCHEDULE BATH & KITCHEN ELEV.'S) OF BEGINNING OF SAID LINE DESCRIPTION; THENCE CONTINUING ! 89 38-35" W A ' O l:l DISTANCE OF 668.56 FEET TO THE NORTHEASTERLY MARGIN OF SR 164 (P.S.H. 5) AND 8 ELECTRICAL PLANS THE TERMINUS OF SAID LINE DESCRIPTION. y EXCEPT THE EAST 60 FEET THEREOF LYING WITHIN "R" STREET S.E. AS CONVEYED 9 ELEVATIONS - BLDG. TYPE "A" \\11 TO THE CITY OF AUBURN BY DEEDS RECORDED UNDER RECORDING NUMBERS 6526354 'C AND 71091DO521. - 10 ELEVATIONS - BLDG. TYPE "B" Q �. EXCEPT THE NORTH 30 FEET THEREOF. 11 FOUNDATION PLANS -'BLDG. TYPE "A" EXCEPT THAT PORTION OF 17111 STREET S.E. AS CONVEYED TO THE CITY OF AUBURN BY DEED RECORDED UNDER RECORDING NO. 6632302. 12 FOUNDATION PLANS - BLDG. TYPE "B" SUBJECT TO EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED RECORDED UNDER N " " TYPEA AllDITORS FILE N0. 3188607, RECORDS OF KINC COUNTY. 13 FLOOR & ROOF FRAMING PLANS — BLDG.. a LQ SUBJECT TO AN EASEMENT FOR UTILITIES RECORDED UNDER KING COUNTY RECORDING 14 FLOOR &ROOF FRAMING PLANS - BLDG. TYPE "BI' m '` NO. 8005220600. O 1� SITUATE IN THE CITY OF AUBURN, COUNTY OF KING, STATE OF WASHINGTON. 15 SECTIONS 16 SECTIONS 17 STAIR SECTIONS & PLANS C O D E N O T E S 1B STAIR SECTIONS &PLANS • 1 19 STAIR SECTIONS & PLANS Type of Construction---------- ----------- T a VN (unsprinklered)' 20 STAIR SECTIONS & PLANS W Occupancy -_--_-------- -__-____-________g-1 1 21 RECREATION BUILDING - FLOOR PLAN (DOOR SCHEDULE, BATH & KITCHEN ELEV'S) T Zoning__—_---_—__-- -------- — -------- C-3 22 RECREATION BUILDING - ELEVATIONS & ELECTRICAL PLAN N Total Lot S.F. 23 RECREATION BUILDING — FOUNDATION & ROOF FRAMING PLANS Area-------------------------129, 248 Foot Print: 24,767 24 RECREATION BUILDING - SECTIONS Total Building Area--------TotalS.F.: 67,923 25 STRUCTURAL DETAILS &NOTES Percent of Site Coverage ------ ------------ 19Y 26 STRUCTURAL DETAILS L Building Areas By Use ---------- Apartments: 64,734 S.F. IR- (78 Units) 27 CARPORT — SECTIONS, PLANS Rec. Bldg.: 3,189 S.F. L Parking Provided -------------- Covered: 47 Spaces W 1� (including4 H/C) _ Uncovered: 73 Spaces Total: 120 Spaces r m Parking Required------------78 X 1.5: 117 Spaces R.V. Parking Provided/Required------------8 spaces/8 spaces R n .An C,a,:,. DATE 5_ 4-88 f; Y NG HAS BEEN 0 C AN.:=ORM TO :7 FIELD IkIFO tMATION AVAfLARLE � 12/17/86 \ p 1 8 r/T DRAWN A. M. A P P =` CHECKED _ 1-- J. D. B. JOB NO 8503-040 y t 3 - 2-Ce _ 9-7 _ _ SHEET NO AP✓�Gia.aGl OF 27 88DIO29 / 0f 5 • JQ�a I3,,y r ® TAP BY LITY OF AUBURN CONTRACTOR TO PREPARE\ © { Q NOTE OWNER TD S/G/J ,5'TREET OELAY 2 DATUM." z PIPE FOR TAPP/NG ANO co,C CHANNEL/zAT/oN W/TH/N 0 - REPLACE PAVIVG PER ry� /7/F ST Se. C/TT 7 AUBURN I 1NC'/ NARK 2PvT �m CONSTRUCT/ON NOTES � N SIT /NTCRSECT/ON OF R' ST• G /i 3T. 5E. ' t EX. ST. LIGH7 ON POWER MLE, 6LCt! /2/ 09 O O 400- WATT FIXTURE 70 BE IN.?TA"XP by rive- C/7Y of Au6URNQ O O ©.30' COMME /AL ♦ 1. 4 5T S/W. 5 -E 0 /^ ` a A 0' B" TAPP/NG TEE NO NO. 17 57 } 5. E. I`I N (cGJ�R1 o e t' K' ti C W/ FULL SAD/OLE EXIST. CONC. v EX Sr L/GNT aN h ti ti 40 NOTE CURB G GUTrER COC CQ• T PALE, ILt�C7' ®10 N h AIBL Ic se W4-r O N _ WATT F/XTuRE To O � B" VALVE 3 p 6E /N-4TALLEP 6Y D r ; /2 '/0 EX. '3.5. © C/TY OF AUBURN G Q E 72' MAIN j 5=.00G® EX/STA`' 1 5 006 MN 2' Af A w © Ai H 5TA 6� 5 I �' a j 95 r I / .> Yf EXIST G' As l4! EX. 6" U 1 t o vi A V h N 'Q V W FN yl C/7Y OF AIIJI/RN • N 59' 3b' 35'� ®. ZE. /09.74 a� © Z © / ® ®®SE. //0. 34 NEW/J}HETER ON/�Y6 -- CO .•• _ t" O � (� EX 3T L/GHT o ll - - - _ __.. _ 9 0� iYEN//!"METEX ONLY - 1,,✓E{V Ile AfETER &YLY� " „ .ze. N/./e -NEW 7.5' SIDEW LK 5%O'LF N{ a �h a '6Y C/TY AUPi. ._ ZBY C%TY AU6.(7YR) e' NEW /''4 Mear. - Q POWER POLE 7 .. - — i © ,, _.. - V rM q A I. v 0r A eu 1a �° Q `a on ,q = a N ® h hQ.O. SEE SECT 5//T4 '� CO. V L = 51. 57 y a W Mh \ Ca ': A a a u g ' 101, H , 27' r.'s, N /5' �o(o' 15' S' 25' /O' l24' /5' /24' 20' `I aF u O�� 6r/2B IBr/IB br/IB 2Br/ b I 25r/I5 IBr/18 2Br/IB 2Br/ IH 2»r/IB+B 1Br/iF3 br/Ifs 3 �p Br/IB - IBr/Ib N X 9 / IBr I - 3 h o BLDG/TYPE r -BLDG, TYPE o I W 7,11DCY E 6 _ BLDG. PE b" rW � h v A 'A L m Cg (REVER E) (REVS E) Q Q N STA/RWAY 9 -rY ► ff WA T LaNsr E THE6e WA[tsl,W OzPW7' covEA'� 9CA srY s a NANO/ r GiE ENCLOSED ONLY© A'A1NP 7YR N L/GHT 3 j 6 rrrt a N. a c sr. E `J p_ V THESE wvs Q SE V E 6Y SHAGL Nor RAM/ M' z co 7"CrOR 7YR ti W D 4 r /E /O CQ 1 °NAN ICAO CY 5/6N r — — N EX 6T R TYP. I fY 1 E5 ¢ ? sTU SrA. /4 s 97 Qs i 9 G P GE 7 P c> i j r PA E CONC CURB L rrP — — — — — L — — — — — L — — — — — — 25' G GUTTER V CO SEE JA'T. 27 r — — I µ lox A TEE W/ ra, + JI IS' WAT6re LINE EASEMENT TYT, BX6XG TEE 4dI W I 8X 6X 6'Frex6L6'VALVE L — — — — — — — - — — — — — — — — — l(�CONG ELOCfC- ti L 14 I U� �OCK L 1 \�'� 7/� 6'O /P CL 32 EaA� B'O LtL P. CL 52 I V1 Q Ir m I N I G' VALVE Q p t ., 9OEL 60 Nty 4 p `l IZI Z . - . I I I 5 5 G 5 /o' ® New //£' ® — — — — — — -- ➢ WA� Q1 (Nv k `V -- NEW EN N MErErt "Al Y8Y 7 5 P C_ S 7 S A C S NEW E!L m 8 b \ '9 PER NOTE �/ C/7Y Of AU RN PER NOrE 5' I N I Y m NQ. / Z Q I 3 t N i alCO. '0 0-4O d IIR. r— -- a e 5v N V — F/CEWAIL I W N N A �— P/EGO VER/FY 7YT 2 N � 40' 4' ' s' W 24' N' 9' 8e' . 11" 5' 4' b 0 REC. CENTER G'CEDAR I.-OV 5/TE 065CURING FENCE PER LAA/45UPE PLAN (-711/5 �( •'� I I 52 PR0PER7Y LINE- oNLY) cd L — — — l�I 36 in 6 P c E v` O 4' /9, 5' �1 Z V0 I I�I p i EX. R7WER Z I � I di Ll N P'OGE J M� a I I CL T G' 6M.. IC I O3 c ss ru — I I I 10' �1aAM LINK F'ENEE W AV14Y L — � h /57 J'/ OCR CL 6Z — — •A a 1 _ G GFJ�AR FENCE � '_ V PLfN AaOUN RV 2-10' _ 0 B"TAPP/NG TEE N PArZtWNq cm ATE5 I_ 90'EL P,,OW _ _ _ _ _ — _ _ \ PCONC IF7,Ph � W/F!!LL SADDLE .- N `15' WATER LiNE`�w 2-4 lE Q W etwe 6LOCK EASEMENT, TYP I ti 6' VALVE w N � H RV PA KI G Q n 8 sf C= 5P E U s A ES Id m �\\�\ 20` C� 10' 80'DU ZPo rS-fE 7 ® 9' = G3' 7' Q 9' = 90 p 0 9' 90' UMPS 9'= Cc9' 22' ©b EX. ss MH 5Q o a G T 20' T STA /G+$O a m m m n N EiM 11.4.05 9` �, h 5/O, 00 N 89` 38' 35' E .•• a u W 0 v Q W 1 EXISTING BUILDING SITE ZONE Z a T G3 Q a C /� PLAN CHECK NOTESEX. ST L/GHT W • nNl`�0. h ' ESS F.QOMTf/E55TREET PFRONLT/NG T6HLE 9U/L/7/NG g AND /6LE *3Y m C DATE - -J a 2. 5416M/T TRU55 1.7E5/GNS TO THE CITY OF A//61/RN i W .9U/LO✓NG OEPT. 6EF0RE SETT/N6 TRUSSES THIS DPA W FNIG HAS BEEN $ °}. /ROY/OE CROSS- CONNECT/ON CvNTROL FOR i 3/TEE FLAN NOTE: s£E SHT 4 FOR REu®O°��`TRM TO Q ALL HOSE 6/665. ' CONSTRUCTION NOTES, _20' N DETAILS, LEGEND, ETC:. BEST FIELD INFORMATION ./•, ESTA6L/5N PROPERTY CORNERS FOR INSPECTOR AVAILl18LE DATE 12 / 17 /86 rO VERIFY zONING SET mck!s. - 6. ALL APARTMENT ENTRY AREAS CSrA/R WELL5) SHALL DRAWN HAVE FIN/5H MATER7AL5 W/TH CLASS � FLAME A.M. / TP 5PAEAO RAT/NGS. A P P R (; Y K' [S CHECKED J DB G. ALL TYPE "6'6LIILXAN45 SHALL 6e EOV1eRf0 WIT/! AN APPROVEO F/RE ALARM SYSTEM C CLA55 II TYPE A) YY L` [ N - JOB NO Ems. "�.8503-040 q PER Vac LZOL h ,QNO UFC APPEND/X f'-C, /111`65 SHEET NO. Eolrl"5, 7?V-- E4.&cre1cA1_ CONTRACTOR SHALL 5116M/7' o A PLAN OF 7N/5 5Y6reW To THE 541140IAI4 OEPT., F/RE : OEPT. ANO I&e EN4/NEER /PAW APPROVAL PRKrT TO '.a?r� OF 27 INSTALLATION. 88D1029 2 of S / /4' TENNIS (SEE DTL COURT SHT. 4) yl At T/IESE 54--WION. /NO/GATE F/N/SH rre S • EX"97,1E F 7YP. SEE NOTE ® DATL/M• c/TY a' AL/G!/RN W41CAI 1444K 11-T AT /NTERSQCT/QV Of ir'Y B /v AV Sl .RR fY/1/ PP/AI © E5T/MArEO f/LL QUANTITY /500 CY.. 5(/BM/T SGV/RCL: AWO HAUL ROUTE TO C/TY Of AO6419N PRAO,Q TO PLACEMENT. 67-0/eM IDETENT/ON SITE GRAD//VG NOrf /. 5EE SUEET 4 FOR CA SCNED, NOTES, LEGEND, ME44/15, ETC. 2. SPOT ELEYAT/ON9 8WOWN AT R/E fRONTB Of bZ X5. S//ALL BE USED. SPOT ELEMMAU 5110WN AT AM BACKS RrCLLY.5. ARE MAY/NUM ANO 1V4rAC LOWERED AS REQU/RED TO BALANCE Tf/E STE. AOM YARD ORA/NS /A/ LOW AREAS A5 REQU/RED; T/GNTL/NE ROW OR A15 TO CATC/J BASINS ON S/rE PER CONSTRUCTION NOTE B. ®*e. ME rMAWAT/OW PLAN fOR fOUNOATION f1EVAT/ON 4 W465 W/tH/N A GIVEN APARTMENT UNIT. E.a3EIfBMf ,queues/ 30' 5TA. /5�05 aY'm�,1`r--DATE TFi4$ C4�TM;uNS{�ta HAS SECH To �b'4'Ft'�M TO CEOFIELD IP4FCsRMATION AVAILABLE_ -, ,c o,J9i..;. w. ...s ` Z _O Z W W 0 0 Z cl cr O N 12 /17/86 A.M. / T. P CHECKED J.UCV AP. JOB NO 8503- 040 88DIO29 3 o SHEET NO 3 OF 27 I -ATRU DL- 0 GONG. CU RIy K. IJ.ND4CAPe SIDEWALK WHORE OCCUR& eLOPe ON- - 4° pie MINUS ' - ..' I .. ✓ CKU6HE.D HOCK (:OM PhCTE 5Ub-bA5B TYPICAL CUR/3 DETAIL /VT5. -.� GATE O CI BACKC(XIRT 3" C(I-�;NLL� ROCK (518"MIN'JS) SUBBASE o FOS T Fp4E CUA, 7- ti b 5,4r_KCCxJR7- O 10"y. CWA/N 41NIC FEIVCE /VOr� DIMENSIONS GIVEN TD OUT570E 04' LINES EXGEP7'CEA17-ER G/N_<. (./n/1 _9 -2"WIDC EXCEPT 6ASEG.INE MAY BE 4" W/LSE TENNIS COURT PLAN IV T5. © SECT/OAl A -A Al T. 5, MAX. Co"DEPTH OF CITY ENGI I -ROW G.B. STD. TYPE Ito W�EXTENSTIOh1 SECZ-(DNS AS REgUI(iEC?-- N it. //3.0 6°PVC 5DP 35 5 � .005 i� TOP OF /O )'.C. POND EL. //B.4 l2"A.C. PAY/N4 �oP COVER W� 7log 27"H01-E (G"THIGin A;ar'= B" GAP,Rues6ER GASKET 6HoICT NIPPLE (LUBRICATE BOTH ENS Si N A.G. OR G.P. K, tl °- MANHOLE ADAPT0IL e"PVC-SDR-3s 9'M IN. ro" ' .; LOC-ATED IN NARROW SIC�EOFCH 6=.0052 q=, 6624 6°K 6"x B°PVC TEE IS• RUt!`ESER GASKET �a JOINTS. ' B'Rut�eiCGAsKE.T ° - FLU(, W13 %2° '+ ORIFICE © TrI'E 16 CATC9 5A51 cI N. T. . 'LAN LEGEND DE5GR1 PTION NEW WoKM 5C.WER -5T- 5ANITARY 5EWM -55- WATEP- -W - CATCH 5A5IN ❑ FIKt HYDRANT AC PAVING( CONO. 510EaVALK KETr_w,noN Po ND LA N D SGAPI WC., 5Poi ELEVATIONS r=x EXIST. CONTOURS M I5T -5T- -55- -W - A CB SCHEDULE CB# TYPE RIM INV 1 16 (CONTROL) 118.3 113.63 2 1-C 118.3 113.91 3 1-C 117.9 114.20 4 1-C 117.9 114.59 5 1-C 117.9 114.90 6 1-C 117.9 115.21 7 1-C 118.4 115.42 8 1-C 117.9 115.72 9 1-C 117.9 115.47 10 1-C 117.9 115.07 11 1-C 118.3 114.84 12 1-C 117.9 115.12 13 1-C 117.9 114.57 14 1-C 117.9 114.22 AUBURN 50. APART. 17TH 6 R 57. AUBURN WASHINGTON JOB NO: 8503-040 CALC. BY: AFP DATE: 11/19/86 STORM WATER RETENTION DESIGN RUNOFF FACTORS ( C) : EXISTING SITE (Ce) = .15 IMPROVED SITE (Ci) = .8 IMPROVED AREA (A) IMPROVED AREA (A) = 129794.00 sf / 43560 = 2.9796 Acres INTENSITY (I> MAXIMUM DISTANCE TO CATCH BASIN (D) = 400.00 ft. TIME OF CONCENTRATION (T) = 10 + D / 1.5 x 60 = 14.44 min. RAINFALL INTENSITY (I) = 1.51 (TACCMA 10 YR. STORM CURVE) ALLOWABLE DISCHARGE ( Oa ) ON = Ce = Ce x I x A = 0.67489 cis - 0.9(1.51)(400 sf/ 43,569) - 0.66241 efs REOUI RED STORAGE ( Vt ) © Do = Oa / A x CS=CX2779 cfs/Ac PEAK STORAGE TIME (T) _ -25 + (1675 / Oo)1.5 = 57.14min. Vs = 3000 x T / T + 25 - 40 X Do If T = 1451.77 cf/Ac Vt = Vs x Ci x A = 3893.12 Cf REOU IRED ORIFICE AREA (A) = Oa / C x (2 x G x 4.77 ft.)T.5 = 0.06115 sf DIA. (D) = (4 x A / PI)1.5 = 3.348 in did. USE A 3-3/8" DIA ORIFICE C(INSTRUCTUIN NIMESS 1. All worRannmdp and materials snail confirm to the City of Auwrv's re,.lnmanto and epee i l iru t tons. 2. Standard Specifications shall be 1981 APNA as modified by the City of Auburn. ). A copy of thane eppruved Dless .bell be oe-nit. during can.[sate.. 4. P, for to sterling construction, the C... �.cto[ shall call ONE -CALL (1-800-414-5555) far utility locations (water, ns ar.ly ..at, storm aawr, gun, power, telephone and talevlaion). 5. During construction, contractor shell be required to control on -site storm water run off by using taporary erosion/siltation control Procedure.. No sediment laden at.. water shall be allowed te.dls- charge let. the City of Auburs's .tots drainage ever.. 6. Locations of existing still ties are apples imat.. .It shall be the Ccollector's responsibility to determine the the elevation. and loc- ations so as to avoid damage or disturbance during construction. 7. Six-inch extruded curb or parking bumpers shall be required around all Msite paving areas, where parking will be adjacent to a street_ A -inch extruded curb is required between all abutting Pavement ardi landscaped area.. QS. Tightlime all downspouts and floor drains to catch basins N/ 41b Pvc adw 35 5..Oa9 ttP. 9. All connections of SDR 35 PVC pipe to manholes shall he made by using A.C. manhole adaptors,or approved equal. 10. All connections of SDR 21 PVC pipe to manholes and catch basins .hall be Wade by using CL 150 AC cosplin, with via, Cite x ITS transition Baskets. or approved equal. 11. The maximum laying lengths shall nut exceed 20 feet for SDR 21 pipe and 12 feet 6 inch.. tang far SDR 35 also. 12. pudding for PVC pipe shell be 5/8 inch minus crushed rock, 4 inches under to 6 inches over the pipe. 13. Bedding for concrete and ductile iron pipe shall be 5/8 inch minus crushed rock, 6 inches under to 6 inches over the pipe. 14. All pipe trench backfill material shall be class "A" Bank Run Cravel. 15. Pipe Trench Backfill Material vi thin the right-of-vay shall be 518 inch .I.. crushed rock. 16. Existing pavement surfaces shall be newest full depth with straight, uniform edge.. All joints between the new and original pavement shall be painted with asphalt emulsion (CSS-1). U. Street curbs shall be painted with formula NID-YI (yellow), 5 feet from each side of all driveways and 15 feet each aide of all fire hydrant.. Q18. All required landscaping shall conform with City of Auburn Easing Ordinance, Section No. 18.56. 6 18.56.040 FOR REQUIRED OFF-STREET PAKKMIy. 19. The Contractor shall install, replace, or relocate all sign., as .how n the plans or as affected by construction, per the City's Standard Detail. 20. Electric and telephone lines shall be I. a ,each with a minimum horizontal separation from other utilities (sever, water.storm) of five feet. 21. All construction surveying for extensions of City Utilities shall be done under the direction of a licensed land surveyor or a licensed professional Civil Engineer. 22. PVC pipe shall he SIR 21 with 18 inches minimum cover or .hall h. 609 35 W//A 36" Inches minimum cover. 23. Basest paving 12 inches beyond excavation or where curb Is removed. Backfill 1002 with 5/8" crushed rock. Replace paving to match existing. Bve(yn Cii- DATE34-189 Tl-a1S DRAWING HAS BEEN I-r=`t jSC: 7 10 CONFORM TO Dar' T FIELD Iw- 064MATION AVAILABLE A P P R O v c DErT OF ENG,N,.' DATE.3-27�J8�7 FV' oO y Irt1Yl[I�1^Y��1 jII� W J W 2 ZZ H O Z 0 O U i I 2 J Z) RI W h t O n1 M J sense LQ 1"" W � N W W �- f- OF sense w ♦A N v' Z -" 12 /17/86 DRAWN A.M / T P CHECKED J.D. B. JOB NO 8503-040 4 OF 27 (58DI029 4 of 5 A 1 � � �. 1 �t _�iil�lrl: L'o'Fp.NI• �.�Ti �T' •`• •. .. � �-•r �- , �. -- _Ir4,y �• i•� - �,:, />, l'�1'-'1- IA 1L •II I•.'i4 ..�."•i '� •\1?-v: IA -'ii. 1." r I�� � it �. 4.e_4� lr If �/L 1.. '/F - \,'I11P '••A1 V 1' .r' I �, �•, l � . 1� , 1.1 i:AGL.j'11--11 )` [�,R_�1-I�L'1". 1-/:: .11. -.IAI .ti 1'�'iPA/nll•.�L_ I i•".-' II•-1'_A '. (.+� �.� 4ll111 �00 111•1_ l•`C/♦ t-i �. LI)L j#At 11 I'. 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