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HomeMy WebLinkAbout90D1189 10' SAN"SEWER EASEMT. - EX CB "EE' 15' WATERLINE EX CB 'FF' NEW EASEMENT - -- - to TO BE INCREASED \ -- --- EX CP "I -EASEMENT EX RIM 50.5 EX. FU, EX RIM 60.76 /4J8.93' N 89' 06' 06" It EX RIM 60,80 ;a•^ s 's}a"... �s "'�'*T s < .._.._ ,-.,. -.- .- y -,- -.. --Y-�R� - _ - - - - -- - - _ - - - R _.. - - - EX7 x It. 5484 - - -EX30' IM \ - EX TEEXJO' STM � _ _ _ _ EY IMMH "C lZi6C ._ _ A PROJEt, T UAIA. °,; p 1--L-1 L-J- ! I---I - \- EX RIM 6 78 -"XX' _ _ X -.N - - - -- _ 'E' 1E 55.36 I C-12 pp pp� E��S -- - IMbl. d - - - - - _ - - -EXRMGGI.6(' -- 1 .. _-E -FH, -I1 ti 1 - _ - _ I - - - _( .1.- 1_ L ._r - I- -ryry_ _ _ \_ \ J E54.881 Ll5' WATFR LINE I I_ q 0+15S V lE 54.38 C -- -- - - 1 E 5 .69 # U EASMT. - - FliEx. ,\ I W J W W R%NORTH SIDE �' \\ \REMOVE EX GATE 6'WIOE PAINTED I I OWNER: PAY'n SAVF DRUG STORES, I NCORPORAT ED Q OF DRIVEWAY - 3 W 3 \ FENCx ETO Ij LINE 948'o.c, 4045 DELRIDGE WAY S.W. n w REMOVE EX CURB 6 LANDSCAPING w w y '~- I - `43 6 INSTALL A.C.PAVING TO \ Q44.5' YELLOWJ\ I �y//.. 8 P.O.BOX C-47255 a n MATCH EXIST MATCH EXISTING ADJACENT PAVEMENT I -X--- a, _ ,( - - �Z- SEATTLE, WASHING"FON 98146-7255 O i PAVEMENT �'X I _ o NEW TRANSFORMER EX CB fS" \ EXCB ¢ A7 _ O+8OS TAX ASSESSOR'S No: 1 22 1 04-90 1 7-09 LOCATION EX RIM 161.M� \ z I \} - - - - - JO'x90' UO N - /E 58.9)T. \ \ ¢ I - ELECT. ESMT. LEGAL DESCRIPTION: Parcel "A" (PAY'n SAVE SITE) d m\ ' I EX. F.T11 Q Z \ q J' O• E\ \ n I I ALL OF LOT I OF CITY OF AUBURN SHORT PLAT NO. Q 3 7 fC LEAD\ � I 8-79 AS RECORDED UNDER A,F. NO. 7904190888, l:J J = 1�7ACY(S \ \ I i EX CB �N" RECORDS OF KIN ' COUNTY, WASHINGTON. TOGETHER 5 -e I \ WITH THAT PORTION OF LOT I OF CITY OF AUBURN a I EX RIM 59.77 O[= O SHORT PLAT N0. 4-77 AS RECORDED UNDER A. F. NO, 7703250520, RECORDS OF KING COUNTY, �/� N \ y \ I TEL. EASMT. WASHINGTON DESCRIBED AS FOLLOWS: (If 2 EXISTING BUILDING \ \ SNOT ETC-S EUH CONSIRUCRIN✓ COMMENCING AT THE SOUTHWEST CORNER OF LOT I Z t 278,427 S.F. \ I NOTES SEE SHEET C 14 FOR CURB OF SHORT PLAT NO. 4-77; THENCE NORTH 01 ' Z z AND PANNG SECRONS 27' 58" EAST ALONG THE WEST LINE OF SAID LOT W „ FIN, FLR. EL. = 66.00 \ \ I I , A DISTANCE OF 240.00 FEET TO THE TRUE t I \ \ I I POINT OF BEGINNING; THENCE CONTINUING NORTH REMUtt �X S L SC�I G I I 01 ' 27 ' 58' EA`.'T ALONG SAID WEST LINE, A L:J F o II 4 INSTAL C. VING 0 I I DISTANCE OF F24.49 FEET TO TIT NORTHWEST n J IL NOTE: NO FLOOR DRAINS INDICATED IN zI 94TCH EXIST (G ACA PA N I I CORNER OF SAID LOT I ; THENCE SOUTH 86' 10' 1-1 � „ �I _ 53" EAST ALONG THE NORTH LINE OF SAID LOT I , 3 ziBUILDINGS. IF REQUIRED LATTER, AN 7I �1 \\ \\ I I _ @ I }, A DISTANCE OF 1 ,444.41 FEET TO THE NORTHEAST Q Z OIL/WATER SEPARATOR IS REQUIRED j wl 40 I i t I �I� CORNER OF SAID LOT I ; THENCE SOUTH 00' 53' �U tO 55" WEST ALONG THE EAST LINE OF SAID LOT I , A AND MUST BE CONNECTED TO THE SANITARY -- I�- - w W DISTANCE OF 415, 16 FEET; THENCE NORTH 86' SEWER SYSTEM. AN APPROVED PLAN NEW �\ I J Q - 09' 44" WEST, A DISTANCE OF 1 ,318.55 FEET; > 15' SEN£R I z z IS REQUIRED. I EASMT' EX CB 'R 4 4 I I A B U I R x h THENCE SOUTH 01' 27' 58" WEST, A DISTANCE �i }` > _ __L o a _ OF 210,00 FEE THENCE NORTH 86- 09' 44" I 1E 5785 EX RIM 56 85 F R i I • I' WEST, A DISTANCE OF 130.00 FEET TO THE TRUE I \ 0 : II POINT" OF BEGINNING. CX SS MY '0' \ EY CB 1' h °, I I . , - - IV 6L62 I EX RI 62.4/ ti " I ¢ \ b i I AUSVAN PARCEL "B" TI E 56.11 -y I ti \I I 6v 2 . i 1 I, _ (SOU TTH PARCEL) } a �-�� 3 E,YSTM MH "UU" U 1 I II AwTF4ATL I I L ) -�=4 RIM 61.56 IIA J I IA'T PORTION OF L07 I OF CITY OF AUBURN SHORT (3S b T� h') EX STM .01 " ' o I W LE 14'S 5596 • PLAT IJD. M1-77 AS RECORDED UNDER A.F. N0, IwJ I ;i EX RIM 60.5 ' z I �" I E57.49 FT. Z• a II.E. l2'NW. 5456 ISTH I I M 7703Z50520, RECORDS OF KING COUNTY, Q �p SITE PLAT!$NT.C•S $ITE PLAN SNT. CMS I II g -� I LE 30"N. 55.96 _ Sr - NO I = WASPI I NG TUN DESCRIBED AS FOLLOWS: O FX " " y7 I BEGINNING AT THE SDNrNW'ESF CORNER OF SAID LOT 6 r T - - 30'I EX Rl 2.63 I i I THENCE NORTH 01 ' 27' 58" EAST ALONG THE Q - - _ - - - I I- CNL PLAN 8N7.C.p 1 " I =' 1 . r _ _--_- -__ --------- WESI LINE OF S� 1.01 1 , A DISFATCE OF 240.00 Q oo I 5 4 I FEET; THENCE SOUTH 86' 09' 44" EAST, A d I CIPI PLAN I-- -- - - -- - - -- - ----J '- r - I DISTANCE OF 130.00 FEET; THENCE NORTH 01 ' 27' 58' EAST, A DISTANCE OF 210.00 FEET; ; - VICINITY MAP C-J2J ----- ---- TtIENCE SOUTH 86' 09' 44" EAST, A DISTANCE N. T,S. -- OF 1 ,318.55 FEET TO THE EAST L I IJE OF SAID LOT 4+005 I ; THENCE SOUTH 00' 93' 55" WEST ALONG SAID F EAST LINE, A DISTANCE OF 450.21 FEET TO THE _ I al CD "D m . Q e I SOUTHEAST CORNER OF SAID LOT I ; THENCE NORTH I wl RIM 59 85 �- ' -x 10• DATER L E 86' 09 ' 44" WEST ALONG THE SOUTH L I NE OF o I III . wl 57,85 W Q '" i i EASE SAID LOT I , A DISTANCE OF 1 ,453.01 FEET TO I I k I I THE TRUE POINT OF BEGINNING. EX CB "H" CIVL PLAN 62. 16 SHT,M I P SITE ADDRESS: 201 "C" STREET, N.W. AUBURN, WASHINGTON ---- -- - v Z �- --r -- }-I >< - I ZONING: M - I O w - I 3 COMPREHENSIVE DESIGNATION: LIGHT INDUSTRIAL Z cif Clu PLAN.Mr.C•T I CWL no p1T,oe I I I i � SITE AREA: PARCEL "A" - 27 ,6 ACRES Q Q EX% SETBACKS: NORTH - 60' NEW ADDITION a SOUTH - 165' L--- --- _i_- -- -- - . ------ - -.-- - - - . _ -----------J I I I P �' EAST - N/A FOR NEW ADDITION J SITE PLAN SNT.c4 MTg PUN aNT. Ce I. I 12 I wEsr - 1 zs' W c' FY CB 'N' I I I � I � BUILDING AREA: EXISTING BUILDING = 278,4275E �- LLJ ( Q� LX RIM 59.77 s0'-0' I I - x o ;•- 58.27 4 '~' OFFICE 2,4255E [-- MY I NEW WAREHOUSE = 332,917SF N 1' = 260, o, I `�" (TYPE OF BUILDING, REFER TO ARCHITECT'S DWGS) <I I Iw OFFICE L i I I PARKING REQUIRED: EXISTING BUILDING = 192 SPACES W OFFICE (2,425SF/250) = 10 SPACES w --- DOWNSPOUT TYP. 5� 5' r5' I NEW WAREHOUSE F EXIST. SLAB ( a 09' I D (33Z,917SF/3,000) = 107 SPACES N 'n i '+ "-' '�� � �-} - - TOTAL PARKING REQUIRED = 309 SPACES w - --- - --- -- c-IJ PARKING PROVIDED: WEST SIDE (STANDARD) = 84 SPACES n p O k, 4" r _ Ly:.. ..,... „ .., . . " � > «��;: .•,-.:. , . `ti - I I/ NORTH SIDE STANDARD) 27 SPACES l I 10 ® 9 EA - 90'-0' 10 ® 9 EA 90 -0 I /-- / - 27 IS'R I - L SWlNGW4 SOUTH SIDE STANDARD I68 SPACES e J -----/---------- I ��_ � _ � I // 1 � sarBER coN�ols I I ti TiT �' I(1 n SOUTH SIDE (28.2%COMPACT)= 68 SPACES C C C C C C C C C C C TOTAL PARKING PROVIDED = 309 SPACES F) N N R c c c c c c c c c c c c c c c c c c c c 1 h / / u I � 18�' DRAINAGE: TEMPORARY EROSION CONTROL PLANS PREVIOUSLY O Z Z APPROVED FOR SURCHARGE FILL ON SITE, FILTER O 2'R REMOTE EX D/W; I z <<, ( '��� ��� �� ' �� ��' 1 FABRIC FENCE TO BE MAINTAINED FOR THE REMOVAL �) U) RECONSTRUCT S/$, l() ` / I IS'�7 J G TE 7ES OF SURCHARGE FILL MATERIAL AND THE FINAL } nw L / - I� 7' % 9' EA = 9�'-0' 7' 27, I EX.FN I = Ill 8 'o- o hi - P. 11 a2J. GRADING OPERATIONS. EXCESS SURCHARGE MATERIAL i W IS ASSUMED TO BE DISPOSED OF OFFSITE, IF _G § iT EXCESS SURCHARGE FILL MATERIAL IS TO BE L I SOUTH PARCEL) , APAM . V V WILL BE SUBMITTED FOR �x X LB " " I 40 D C TY S APPROVAL a = Ill N1 4 SITE LAN PLACED ON PARCEL B RIM SEPARATE TESC PLAN a.. - EASMT. Tls I r� I I ACCESS GATES: PROVIDE AND INSTALL KNOX KEY DEVICE FOR FIRE Z Z Z ~ z3s'I E DATUM. DEPARTMENT. CONTRACTOR SHALL CONTACT CITY OF < < - -- AUBURN FIRE DEPARTMENT, MR KEN PARTRIDGE, 1 J 1 « I I I `" ( C-1J G u Y OF AUBURN ASST. FIRE MARSHAL AT .(206) 931-3060 FOR �- SS 7+805 DETAILS PRIOR TO ORDERING OF MATERIAL. h GUARD d I BENCH MARK- # '71 HOUSE NEW Up/T(To I I h "_ I BRASS SURFACE MONUMENT FAC 0072-90 DATE _ T - - - -11111111LI h 111 1 y, P �a '�+�'' .m -II - ' I INTX, 6 . ST. N.W. 6 "C" ST. N.W. ELEV, 68. 17 DRAWN I 45' lJ/8.55 S 86' 09' 14 £ \ EX DRIVEWAY AM/HL To J I I TO REM41N FOR NOTE A P P R C V E G CHECKED r- - I I SOUTH PARCEL Ge voRf« AL THESE PLANS ARE AS BUILT AND THE -- ' C \ FUTURE USE C', Y or nUSUR 1 INFORMATION SHOWN WITHIN THE CLOUDS J08 N0. I _-d� I I � /7^ ACCURATELY REFLECTS EXISTING FIELD EINGINEERIer flEPARSbtEM7 8S11-235 I REMOVE EXIST. �\ I I (v�je/y CONDITIONS AS OF THIS DAY :- I / 3 / 91 -u_ .p 'b ASPHALT i I I I I �•7� , , -A f SHEET N0. I \ I APPROVED K / r 4 I / lam /9V Q6G& Soh, I189 1 of 22- VACATED 'H ST. A7V. I S 0' 20' I I IJ5' Z 40' UTIL EASEMT. d 15• INGRESS AND EGRESS 15' WA FERL IA E 15' WAIERLINS 15' IVA rERL INE EX CB EE° ` ESMT. t F. EASEMENT 1438 9J p j{r tASEMENI NEW N 8.9 06, 06. W , ., ,. ,. EAS PENT -- `_.. d ZI ANP E 0 /- I IZ 8 � .w...s.- s;»�, EX IZ` WiI TER .s .t ,m..,y ,�,,,,, .....-iww, , wm,,, »�.a,...',,.g.,,n ... M,2 WA TER FX-60 $�(, _ _ _ -- _ _ t� L _ _. .. _ - -.. SEE SHEET C-4 FOR KEY ARP. - C-{2 I I EN - _. __ - - _ _ - V 6d OF25S - - Eh'8' SA17 - _- - Ex JD' sTM 1 _ _ EX 8" SAN _ SEE SHEET C l4 FOR Cl/RB dEA _ e � AND PA lNG SECTIONS m 10 Sib EASM7. � -_ - M a l4B' 50 565 '.., , -. NEW TRANSFORMER C!'J Z 1Z I ✓ WATER LINES CONSTRUCTION NOTES LOCATION MATCH EXIST //gytpp a 3 13 PAVEMENT CJ E A, Fire Hydrants was Iti I / /, Fire hydrant feed lines shall be installed at right I . All rn's requirements and materials shalt conform to the City of � a' Standard Specifications and all bei1981As. G� U � IW _ I angles to the supply main in conformance with the 5 I/4" \ x rf I MVO Hydrant Set ling DetalI (City Standard Detail). 2. Standard Speci(icotlons shall be 1981 :V'WA as modified by the O� N o o City of Auburn. R g y I I 2. Hydrants shall stand plumb, set to finish grade with W ._ 3. A copy of these approved plans shall be on-site during n the lowest outlet being no less than /8 inches from W _ ni7n 2 I finish grade, and a clear area around the hydrant of no construction. I��I Z 5 hz ? 4. Prior to starling connlrtetion, the Contractor shall call a gI I less than J6 inches. c - o J. Purger part shall face street or lire access and be ONE- ;ALL (I-800-424-5555) for utility locations (water, Z r sanitary sewer, storm sewer, gns, power, Telephone, and W readily accessible to any fire vehicle for firefighting es rut wWtelevision). 0 ex and pumping opera t ions. 4. Leads from the service main to the hydrant shall be 5. During construction, contractor shale 6e required to control Z i no less than 6 inches in diameter and any leads over 50 on-site storm water runoff by using temporary F r I I m erosion/siltation control procedures. No sediment laden w feet shall be not less than 8 inches. d--� 7 p /$w r storm wafer shall be allowed to di^charge into the City of �7 N I I 5. Fire hydrants shall be inslof ed on 8 inches diameter CJ 3 I M I I I Auburn s storm drainage system or onto adjacent properties. Z or larger distribution supply morns. �fi. All connections of SUIT 35 S an es s e ma 35 PVC pipe to manholes be Q n _ 6. Fire hydrants shall 6e taste/led of a minimum spacing U of 600 feet along streets In single family zones and JOG by using A.C. or GPK manhole adaptors, or approved equal . I 1410E lief in all other zones (on-si fe hydrants shall be a 7. The maximum laying lengths shall not exceed 12 feet 6 inches )% for SOFT35 pipe. A ROAI _ maximum of 150 teal /ran furthest point on building). P P I I ` _ I RAUP -� � 7. Eusemnn/s shall be a minimum 7.Sfeet each side of any 8. Bedding far PVC pipe shall be 5/8 inch minus crushed rock 4 q hydran 1. Inches under to 6 inches minimum over pipe. 11 - I 9. Bedding for concrete and ductile iron pipe shall be 5/8 inch B. Water pipe shall pipe, C to the following: m I minus crushed rock, 6 inches under to 6 inches minimum over � I I /. Ductile Iron pipe, Class 52, cement mortar lined, oG? with mechanical joints. he pipe' EXISTING BUILDING z 2, Waterlines shall have 42 inch mini.awm cover. 10. All pipe trench backfill material shall Be Class "A° Bank Run C. Water valves Gravel , modified by the City of Auburn. 278,427 S.F. 1. Res/lien/ wedge gate valves shelf be used on al/ II . Pipe french Btekllll Malarial within the righ l-.a f-way shall I be 5/8 inch minus crushed rock. FIN. FLR. £L. = 66.00 gag b I I I waterlines 4 Inches through 11 i,.ches in thane to VA 2. 80terfly valves shall be used on all waterlines l4 2. During construction all City serials adjacent es this project Q = shall be kept clean of all material deposlis resulting from 5 inches and larger. /� a on-site construction, as directed 6y the City. Q t9 SAN/TARY SEWERS 13, Locations of existing utilities are opproxime,te. It shall be 6 'may the Contractor's responsibility to delenmine the true w I. Ductile iron pipe shall be Class 52, cement mortar lined, ` sa j elevations and locations so as to avoid damage or disturbance 0000 with mechanical joints, and connections to manholes and Q catch basins shall be by mortar joints. Ductile iron during construction. d p pipe shall be used where pipe cover is less than 2 feet. 14. Six-Inch extruded cola or parking bumpers shall be required y2. PVC pipe shall be SDR J5, with approved rubber gasket around all on-site paving areas, where parking will be adjacent to a street. A six--inch extruded curb is required 92) joints, and connections to catch basins and manholes I I shall be by an AC or GPK manhole adaptor, PVC pipe shot between all abutting pavement and landscaped areas. 80' Q i h b t t t all d htli Tig ne a downspouts o catch asns be used where pipe cover exceeds 2 feet. The maximum 15. w EX 8° with 6 diameter PVC S = .005 RV. U.N.O. ON. Fi-A -I - laying lengths for PVC, SOR J5, pipe shall not exceed /2 N feet 6 Inches. I6. EXISTING PAVEMENT SURFACES SHALL BE SAWCUT FULL DEPTH WITH straight, uniform edges. All joints between The new and ce ce CLL _Y s original pavement stroll be painted with asphalt emulsion l2 I I PAYn SAVE (CSS-1). 17. Street curbs shalt be painted with formula WID-YI (yellow), 5 44005 I r• o ,;- u I NEW ADDITION feet from each side of all driveways and 15 feet from each G 'v I, - side of all fire hydrants. C-iJ I I I5 WA it 6E' - h c, J23,J63 S.F. 18. All rnqulred landscaping shall conform with City of Auburn O 15' GATE EASY m Zoning Ordinance, Section No. 18.50 II i W w I a FIN. FLR. £L. = 66.00 19. The Contractor shot ; Install, replace, or relocate all signs, v as shown on the plans or as affected by construction, per the City's Standard Detail , Z G-l3 a - I 50' 50' 20, Electric and telephone lines shall of in a }retch with e Q _ _ minimum horizontal separation from other utilities (sewer, J 74,605 r• + W W I ( 3 I I W :_I_ �' water, storm) of five feet. r• ¢ I Iry a' I 21. All construction surveying for extensions of City Utilities MAX, § IL I m shall be done under the direction or a licensed land surveyor J r• W xJ:l r I m �, or a licensed professional Civil Engineer. m 'v m �' I W -SLOPE, TYP. v I v �' , 22. PVC pipe She I be SUR 35 with 24 inches rni nlaw cover. w � Q23, Sawcuf paving 12 inches beyond excavation rI where curb is LLJ removed. Dackfill 100% with 5/8" crushed rock. Replace m m paving to match existing. (n 8+455 'v r• W W 's ` ? �¢ sy W �, N /Q 24. Corregafed Metal Pipe (CUP) shall be galvanized with Asphalt w 56'-4" Treatment No. I or aluminum and shall be 16 gage for 24-Inch o r• W r�� ti Iti 3 ti , � W- di ometer and smaller pipe and 14 gage for 30 inch di ants ter I, o s W ti 6' CHA/NClM( and larger pipes, with re-corregated ends. Joint couplings shall be �+ FENCE AROUND o r� o a _ I Type "D" with Neoprene gaskets and connections to manholes and - N W ca I /.74.6 � r• POND � � s�, � - - - - catch basins shall be mortar joints. CMP pipe shall only be F used on private property for the purpose of oversizing pipe for w r• o W a 'v f underground storage where pipe cover exceeds I fool. ti �25. For MIT d CO rim adjustment, maximum adjustment with brick of rims and castings shall be 14° without adding new sections, m c W W DOWN SPOUT TYP Contractor to supply and install or reprove necessary CB or MIT sections v° vL c' u as required to meet City's Standards. A, W - ,. _ >1 p - W - � 4 II m \ - m s a 6+25S m o m . y W ^ W °VW/° F, / JS RECEIVING SPACES (GONG. IABJ l f-� i V. y h -� - o �- - - 554- - - - - - - - - -' - t - - - - SITE PLAN h I = 40 '-0 m c, - / I I � l Ti ru: S 87' OJ' J6' � I l a III i- I� �I DATUM• W W W \ I J 1 CITY OF AUBURN I L TOO, 0 lIL W J - - - -- -- BENCH MARK * 27-T W w -_ BRASS SURFACE MONUMENT K oV/ I 471 T /T 5 WA IE17 IINE --- - - - L E fv. sahLiT. 11 N.W. d "C" S7. N.W. I.E. 36°. GIXJG ( IF H. l TE L E - -- - - ._ EAS%/T. €. N II I I TV GATE E SN . _ .p 0 54.l6 w• PAINTSTRIPES, I -� 'z I FAC 1 0012-90 DATE hE 11 G � B W� r• A, TYPICAL E ova TRAILS S G/ fA ( St J R ,�Q o lJ MATCH M ATD.00' -- -�_ -- � �+' 7A P P R O V E D DRAWN AM/HL 7+805 ` dEfT 4 dU.9_IO WORKS i 1JI8.55 S 86' 09' H' f -� : - CITY OF AUBURN CHECKED HL _ s'' '''..- 0WGIL1EERf.ND DE,PASS6IEM �..:,; ; _ [HOEEIT 0. 86 D 44° f 89 I-235 52 B 9' EA. = 468' u� IJ/8.55 - 4_ NO. IIPPROVE� C - 5 qo D It89 Z of Z,- CO ---l -t- - -'- I RIM = 57.38' I f IE = 57.38 S" (N- BE) so CO I I h � �y✓ 1 I I zipi f R I M = 61 .58 1 20' WAT£IJ LINE 4' _ I ys , I, • I I EASEMT. TE EXISTING BUILDING - - -__ ____ TE X J'�WA WATER NE ,�: ABANDON IN co c. uquL w I r CONNECT TO FENCE TO BE J' BA�KFLOW,fR NR T. I J 178,417 S.F. _I_ _ / WAILR SERVICE RELOCATED m FIN. FLR. EL. = 66.00 Ex J" WA TER SERVICEi I p F OlFICE 5' -- 5' ky ' o NOTE SEX STM MH "r y'1,_ I 1 2 ,t EX RI 6220 CHANGE N $ - I 299' 299' EX STM MH NTO IE 56.�2 (EX E24NS)� D 1 I ' ILE s .r NO EXI I Q 3 _ " HANDI STALL _ L I I _ EX. FH 10 BE by. _� - _ - �s - - - ti 5 - - EX CB MM" -- - I RELOCATED TO I , 1 3 I . o EX R/M , 17 LF NEW pp U y ADJUST RIM TO y 0RI SWAY tiyI I 8"GI y EX 8•D( VM 7.5' WlD£ r� \ - 80' " _- 9/ I SHE l0 ) 0P- - LK ® Vf/ E y y 6y FINISHED GRADE t 65.5 6y' - 1/ 11 l0 BO'-0" 8' f0 @ 8' - 6y 7 6y 7 `� 7 (EX IS"E I 1 _ _ SWING ARM I ' I w I 10 6 9' EA - 90'-0 10 9 9' EA I L / ( �1fU GATES 6 CONIROi S - -- 7' 15'R EX. FH A' 1DL sx 10 BE REAfOVEO I W LIMI PARKING4=9 r TS OF nd LOGql��l �HV � a e� LOT PONDI G E( = 6J 48 ,F ID 9' EA Lb' IIYr C C C C C C C C C C C C C O C T -- - II _, yy -I 7 1 � � d F s c c c c G c c c c c c C. c c c - h M - EX 8' S/M L- - j I I W y z a� I �' o �" x c= U �\45 63.43 ' L� RIM •9.89 ti yk9 1 w tl w 1 CB # 17� t63.43 C B �Y 15 k i AD UST R T TO ^ I 10 RIM = 62.87 j '� ` FINISHED GRAVE t 6 6 .6 6*8'� (EdSW) RIM =,62.89 i '� / ) / 1 � s,7 s I I I J a 63.51 63.26 I E = 58.73 8" (E) t 63 ' ` 3.64 '1 IE 57,64 (EX11T)1 .� l5'R I I NEW EASEMENT 63.147j i-63:` CB # HS I t 29 I I I I X, FH 63.51 RIM= 62.95 ,( 7' 7 15' WIDE q\ 19' A = 90'-0' I 27'-0 I �3/j �3 I E = 59.78 8"(W) 1- - - - - - -' -I�- - - - - -1­ - HYD - - - - - - 63.34-63.49 +'t 63.55 63.37 T +63.37 63.4+/T�t 63.42 / / 15'I WIDE I ER Y CUR n i LIGHT � � � 1 HV NEW I TO BE EMOVE 6� I I a - - EASEMENT °C• ��. V; rm as 1 I ® I Q NUJ -6.}.,45 53 - - - - -- +63.54 =+ +63.67 - - -h - -- - -F t - -t '� 6 I I I I� - -+ - - _ 63.74 _ - 63.50 63.50 63.60 - - - - - 63.61_ _ -. - _ I m C C69 6L6I 61.65 + - - - + .- _ - - - - + _ -+ 61.65 Ix 'Om I (S' o : 61.65 16I TO 61.64/,/ e _ -= - Irk- 49 LIMBS EX. PONDING kX CB 2' Q o ♦ I �ko I + ti x RIM sJ. 0 l Q C] ® � 15' SAN. - - I I n 3 100 I I SEWER EASEMENT I I 1 8' wI 6 EX, PARKING LOT \ 2J5' 1 ti0 I 1 I CB# II RIM = 61.12 CB # 12 61.50 LIGHTS TO BE - y 17 R a I E = 58.12 12 RIM -= 60.98'(E) RELOCATED Cl? II I I " I I I /IE. = 58.21 I��' (NE) I E = 58.25 12° (W) I I CO _- = I I I I I V IE = 58.1212 (W) I I W 1 I I RIM = 62.97, 1 .tI I E = 60.74. 6 'cam:===:�.._. �-- = 1:= EX LT A" 1 \ I I I 1 ( SUARD -� 1//0 LF 1 / 4' PVC WATER I 35 EX Rik 59.9J I I ® I LIDE EASEMENT 0001 / I I EX B" STY7 _ GI.58 I I - l ADJUST RIM T6 0 r i 1'4R 61.59 FINISHED GRADE 63, 11 I 64.40 1 6A 1 z Z w ---- --- J96' - +61,_57� I _ '.691 � om® / I 1 I Q --- _`61.49 ---61.61 I i \5 a1 ' -- ------- t _ 1 lE 57 6J (EX 8"E) 1 1 1 3 I 400 SF MAX .J iiiiiiizz: ---- - - + I - 1- \ 1 1 FLOWS OFFSI TE a, LLI 1318.55' --�--- '�-� _�---_ - I I \ I I I I - 1 ACROSS DRIVEWAY w (n r I S 86' 09' 44' E -.---.-.�---�'-----Y REMOVE EXIST \\ \\ 1 __ __J I ® - J - - - I- 0'5 DATUM: I SSM'H - - k� N Of CI TY OF AUBURN I TYPE 111 -4_q T , I J m Ld i pK ya m,yy RIM = 62.16 BENCH MARK 1' = 20' 1 I E = 58.33 8"(N S) 4- 1 I REMO EX. D/W - BRASS SURFACE MONUMENT I I R£CO STRUCT S/W, Q a INTX. 6Ih ST. N.W. 8 "C" ST. N.W. I I I 1 CURB dGU'TTER �, () 5 I I I SEE 40TES 11, J ELEV. 68. 17 16 d 21 r NOTE :- y Bd 43'f THESE PLANS ARE AS BUILT AND THE INFORMATION SHOWN WITHIN THE CLOUDS 99 t e rn � rn ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DAY 1 / 3 /91 `r mi 99 n v> THIS DRAWING TO BE READ IN CONJUNCTION 66 ALL IBITERIW/N TO BE DI LASS 52 WITH ORIGINAL PROPOSED DETAIL DRAWING. PIER CI TY'S STAWARD FINISH GRADE 64 64 1 - ��y/• z 20' LENGTH D. f. WATER21 IIIrFNTFPFn 0 ss 02 PACK 6' MIN. CAP Y Y Y 81 1 i z W/SAND w w w 1 45" BEND W/ CONC. BLKG. 60 I 1/4- W/ CONC. BC KG. N M (FLANGED FITTINGS) 1 I I FAC 0011-90/2" S DATE DEC 1989 lE 58.69 58 I \/ D{ IE 59.0 45' BEND CONNECT TO EX. - - 58 DRAWN AM/hL IE 59.0 G EX, 8" DEE't �owl[9 CHECKED HL \ NEW 8' SS crr � �u.,tz� `IE 56.96 ABANDON 8' ENGINEtNINk, 1)'"RwEN1 JOB NO. 891 1-235 FOR PROFILE) TO EX. FH OAT `SEt �- n - SHEET NO, 56 12 LF SCALE HORIZ. 1" 20' J05 LF 8° Ol IY.M, fl [� 128 LF B" WM IJ4 CF 8" DI NM VfRT 1"= 2' APPROVED U8' 90 D 1189 3 0r 22- s - I yt i r ' ' I LIMITS OF PARKING LOT _ _ I _ ♦^ I _ _ _ _ - - - - t - - - - -- - + - - _ - - - - t - _ - - _ _ -# - - - - - - t - - - - - + - - - - - t - - - - - _ - - --- a, PONOING ELEV, = 6L 5 61.5E 61.57 61.55 61 .57 61.66 61.54 60.92 60.8 . . p - + - - + .t EA. 80 LJ 61.51 8" = '-0" I l7 m 1 I - g c c c c c c 6 V Q 3 CB N0.8 - 1 � 2B'R C C C C C C C ��pp RIM = 60.91' .. C!J J E I I IE = 56.99 12' M) I I \ 9 U � - 61 .55 61. 42 I E = 58 .46 8' (N) � � I 2'R ` \ 5 6153 61.49 ) O� In I CB CB CB * 5 I CB # 6 I RIM*61.09' I " � T I 1 W 6Ix RIM = 61.00 RIM = 60.96, RIM = 61.00 = „ IE = 56.93 12" (E) II / - -- !� HYDI ! Z RIM 61.06 pnn IE = 56.22 18" (EB NE) I IE = 56.55 (E8W) I IE 56.7612" (E) I - I IE = 56. 68 (12 (LN', I I E = 56.93 12°(W) 61.51 ���_ I I l��l K IE = 56.88 8� (NW) IE = 56.70 12NW) 1L - -. IE = 57_09 8�� (NW) _ _ Z z° Wv - - - - - - - - - - - - - I- - - - - - - - - - - - - - - - / - - - - 61.az _ c c� wv - - - - r 61.66 I NEW + - _ 61.65 1 �15' EASEMENT N - } - _ 61 . 63 LIMITS EX. PONDING 0 3 61.66 _ - + - _ _ _ 61.60 61,56 1 -- -- - - } _ 61.47 � 24' !_ --- .- .- + - 1.4761.48 1 15 WA LINE - _ ---___ - - -- RIM 9 --__ _-_ __6_� � RIM 60.77' �� RIM# 161.04' 1 EA ML I E = 57 60 12 (E) , \\ IE = 57.56 12" (LN) IE = 57.8912" (E) n[LJJ NEV IE = 57.83 12��(W) I 15� WIDE EASE ENT \ ` i 1 I TRAIL R STA LNG AR ](CO C, SL BJ I I / \\ w am / x,, 61.50 _Qoco - - -------------- �j61.53 ij _ 11% + 1 mod-- P CM 08.55' 1 468' S 88' 09' 444 E 52 @ 9' EA. = 468' w ll C Z JI 1 DATUM: V I CITY OF AUBURN BENCH MARK: CIVIL SITE PLAN I BRASS SURFACE M NbWNT /NTX. 6/h ST. N.W. 6 'C' ST. N.W. I ELEV. 68,17 / " = 20 N Z V..ILL J i4 0- w - -- 50 ® L i FINISHED GRADE I 62 J m W ---- --- -- ¢ I > U) Q I a Q PACK W/ 6" MIN. SAND ® A 58 58 _ 1 - _ - 12" STORM IE 57.4 58 Q 8" TEE - -- 56.21 h SB 1E 56.96 1 54 N o (n N o 54 1 ® 273 LF 8" M4 I 359 LF 8" WM - - 246 LF 8' (1M w �1 ALL WATERMAlN TO BE DI CLASS 52 U Q PER CITY'S STANDARD � 'y I SCALE' HOWZ 1'= 20' FAC j 0012-90 DATE DEC 1989 I'Rr. r'= z' ;� P P R O V E O DRAWN AM/HL NOTE :- ORrc51 THESE PLANS ARE AS BUILT AND THE ' x , . ..UBURN CHECKED HL INFORMATION SHOWN WITHIN THE CLOUDS ACCURATELY REFLECTS EXISTING FIELD r DEPAASMEIitJOBN0. 8911-235 CONDITIONS AS OF THIS DAY :- I / 3 / 91 tL;'MNGIW �FiuU 5-2 - O THIS DRAWING TO BE READ IN CONJUNCTION SHEET NO, VED WITH ORIGINAL PROPOSED DETAIL DRAWING. C -7 I /� /-71 90'D1189 4 dF 2z / E EX. SIM. M.H. VEX RIM 57.5 z may" -) J - - - - --- -AD.nfsT RIM-TO-€€€� �a 51 A = 7 EX l6" WATER - _.- - _- --__ _- X l6" WATER REPLACE FRAME6 CUTER FOR M.H. = y. E i• TO SEI�Vf AS OVERT OR -- R CITY OF AUBURN SIDS U y WEST P W _-- - -- -. --- -- - A -- , LUW'S 7UCTUk 778,68' N 01 ' 27' 58" E -- EX. 22 j ' SA . 4 STORYE Sh,- IE #53.2 (J6'N,S) al - - - - - - - - - - - - - - -- - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - cPu vR OAO )� - � - - - - ~ lay ar Fao � � ' A R � J W W W W W y .1. .y .y W y -y -- m6 _ - - --_ -- - - - - I _ -- - � o w w �r 36�� i- �--.�--�- �='s � �a--� -� - �-a-- -��=y�r-- - - --�- rrol� �7' F SIM. h1.H. WETLAND AREA °C" DO NOT DISTURB z EX 36" STM I \ , , - -I ? - I 1/ EX 3 CON . ST41 �Y W W W W y Q y W W W W s . 4 _ o _: - 6 .59 + oo N aTUM: -Lz � W - - - y v mil/ - � v �L v mil/ w I - £� D„ N _ I _ �U 3 \ �-- ..-. -.ice W- W y _.--�' HV HYD Q Y OF AUBURN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---,--� - - - - - -- - r - � - _ � - - 5 IL I a :NCH MARK: ' ' I I SS SURFACE MONUMENT s,o 6 1 � ,\� H ��� I \� / I 1 - I I SD MH oo O X. 67h ST. N.W. 4 "C" ST. N.W 1407 L.F. 4'f XOCAC6RY RIM = 3.72 I }� N V. 68. 17 PER DETAIL I .� I I E = 53.72 24�� (E) �" o HV I II U z r G 61.59 61.53 - 61.54 - C-13 t- - - - - - t - - - - -t - _ _ _61.49 - WV 61.45 = = 61.50 61.52 -- 61.50 _+ - -+61.47 - CB MH # I I � , lU T EM= 54.18224" (W 8E) nd�pp U ; I / / NEW EASEMENT 15' WIDE F T - - - - - - -- Z 61.25 r✓J s LIMITS EX. PONDING i I 61.20 - - - - - -i U x I s?o +61.41 / / 61.41 61.41 61.49 RIM 60.69 I CB $ 20 I CB* 21 I RIUI IE 55.99 18" (SE) I CB / 19 RIM = 60.57' - - RIM - 60.02' I E 58.27 8" (E) RPM. = 60.69 1 E = 55.05 18 (N-S) I I E - 55.11 12" (NT I� 2E IE 55.69 I8"(N) I IE = 55.48 18�� (S) I E = 55.92 8" (E) I E = 55.01 24" (W) (� WI I / PE = 56.898° lNE) I IE � 55.07 8° (S) / I IE = 55.4418"(N) IE = 56.25 8 " (E) -+61.5 6 I I d m p h +/6-5 4- \ 61.60 61-.65 - - - - - - - - - - - +6-1.63- - - - 61.63 61.49 - +61.61 92 I (�'I- + - 4. ° P - - - - - - - - - - s�o PAINT STRIPES ON PAVING !nl o _ 61.83 \' i YD HV I 161.60 si9� L f WV I 61.54 CIVIL SITE PLAN NOTE J - I MATCH LINE C-7 THESE PLANS ARE AS BUILT AND THE Z �. 20 ' lL��a'µY �+ INFORMATION SHOWN WITHIN THE CLOUDS ACCURATELY REFLECTS EXISTING FIELD Q W J CONDITIONS AS OF THIS DAY :- I / 3 /91 J >> CL i THIS DRAWING TO BE READ IN CONJUNCTION LL.I U H WITH ORIGINAL PROPOSED DETAIL DRAWING. � I 1 �� /9T � J C5 __- 64 - 64 - - _ - J2.8' w - _ J m Ld 70 FINISHED GRADE MIN. 5' > (n Q - -- 62 w UQ �S 62 z w W h 2:1 60 60 2n 2 O $ m \N i g EX. GRAVEL ROAD I � I 58 22N' VERTICAL BEND ® (MJxMJ) W171E BACK THRUST BLOCK (SEE C-9) ® 56 if 57.00 /E 56. 7 8" DI FLANGE END 0 HUI. ti 90' BEND MIN. SANDPACK W/ (LENGTH TO FIT) w s s s 45' BEND 45' BEND (MJxMJ) 45' VERT. BEND (FxF) (MJxMJ) IE 56. 7 fb W W W x IE 56.9 54 EX. 36" STORM Z e z 54 IE 53.2-- EX. 18" W.M. a i 4 IE 52.8t 246 IF 24 LF 8" W.M. l77 LF 8° DI W.M. 69 IF 8'" W.M. WA 104 L.F. 8" D. I. W.M. _ -- 52 51 8" W.M. # 71,25 LF 8" DI W.M. FAC # 0012 090 DATE 3-16-90 ;4PPROVED DRAWN AM/HL F� MF '�='BL'C WORKS CHECKED HL EX 10" SS-y [,i i Y CF AUBURN ALL WATERMAIN TD BE DI CLASS 52 ENGINEERIN-G DEPARLMENA JOB NO. 8911-275 wPta _za- PER CITY'S STANDARD. SCALE: HORIZ 1'= 20' APPROYED SHEET N0. VERT. 1 2' C - El) yo D 11541 5 of Z: I VERTICAL BLOCKING of J FOR II 1/.•-22 1/2'-30. OVIDS Z O � a� o C7s I e n PIPE • . GALVAIIZED RODS-i SIZE V D CU FT A 0 L n� V II 1/40 0 2.0' 3/4" 1 .51 22 1 2' 11 • 1' 2.0' - J VERT. m OUT o ' 0" 11 14• 10 2 7/4" 2.0' O:•:• 22 112 T 3.61 11" II 1/4' 2 2' /4" T 0' - Q• • 16" 11 1141 O 4. P /0" .O' . • z Q 3 22 1/2 I 5. ' 1 I/ " I.0 !0; . V •�. �.\ _ O --I a \o 20" I I I 1 I �' Bn 0' . . .'. (%: ..'•. :.'V EX. DITCH a 0 Wo . 1 3/U" 1.5' �-A EX, ST MH "X" I.E, 52.26 2 " II I/ 1 I" •' - I CB{/ 24 NEW EASEMENT � VERTICAL BLOCKING RIM 57,J2 EX, 36" CDNC, - Iv 22 12 I o ' • o RIM = 60.62' Wa:AL I ./D, FOR II/ , 22h 8130 BENDS I.E. 24" SE. 52.87 IE = 56.80 18"(SE) 60.29 z --I- - - - - - t 60.73 GALVANIZED RODS I.E. 36" S. 52. 12 \ -� CB # 25 / z VERTICAL OLOCKIIIC FOR 45' BENDS I.E. 36' N. 52.27 \ L HYDI RIM = 59.93 11 � W I\ I E = 58.00 a 4" 45' 0 .J' 3/4" 2.0' _. , 60 4. 1' ®® - - IHV WV/ EX 12° z 12 ' 0' . 5. li"201. T 2 6. 1' I I/ 2.0 U, 4� x x-- \ \ U71 8 24" 020 Y, __ I R MH 60.65 I z •p. •• RIM = 61.94 " I IS' IE = 52.94 2a (SE) WIDE NEW EASEMENT •0 EX I = 52.73 24" (NW) I L WATER VAULT - < D �o e 53 52 J8"-(NE) NOTE ' p o F C IZ x I-I2' BV I E = I V FIRELINE TEE COIICRCTE BLOCKING BASED 0.1 •.. 0 ' •.O n O+25S ' / HYDTSDC On 200 PSI PRESSURE MID a•.,U.� , u s 61.y0 61.54 61.61 61.66 6175 � H 11 - HOSE - - - CO O - - � 8500 P51 CO:ICREIC. '.O. r . . . . . • • , . a - CONNECTOR FIR RIM= 61.81 N� VERTICAL BLOCKING I I SHUTOFF FOR 450 BENDS x I6\ 0 TIE BACK THRUST BLOCKp,ETAIL 61.62 1 � W -+61.70 2c d P III � (� 0180S +61.51 I 61.46 61.77 U I - CB ,i 28 CB # 23 +- RIM 60.92' Q " RIM _ 60.94' = 34 12" (S) o PLACE 1ENSAR SS-1 CEOGRID OR APPROVED I = 56. I EQUIVALENT, 5'-0' WDTH,® 18" VERT., W I I 1 I E = 56.49 12".(NE) PLACE ROCKERY & FILL AT SAME 77ME LAP FABRICK W/ROCKS CURB OR CDNC BARRIER W/FENCE PER ARCH. OWGS. I o 44 1 wa I az I x +61.47- - - - - 6f - - 6tB -- - 61.31- - - - - 6+55 Q W FREE-DRAINING BACKRLL I c=Qn IL Ld I(MAX 5X FINES); MIN. 8" I - 6 WIDE LAYER OF Z" 4' ' QUARRY SPALLS ADJACENT N I LIMITS OF L,J x TO ROCKERY I I x II EXISTING I I-- W '< PONDING - J g COMPACTED FILL (95X) I : I DATUM: -j m LJ MIN, 4" DIA. PERF. PIPE, z I MIN. 1% CON77N Q000S SLOPE I I x CITY OF AUBURN _ HEIGHT TO OUTLET PIPE AND/OR - 61.15 c) Q 3 '� 4 w - - 61.43 N z FACE LINED W N FILTER I 61.56 + {MIN.) fi FABRIC (MIRAFT PR EQUIV.) o w CB # 29 1 CB # 22 I r� h RIM = 60.99' I RIM = 60.80' r FIRM UNDISTURBED 1" (OR LESS) DIA. WASHED M I I ~ ? IE = 58.05 BI' (E) I E = 55.76 12° (S) I BENCH MARK.' J27-I w g2 IE = 55.88 8" (E) i SOIL GRAVEL; MIN. 6" COVER OVER " a I IE = 5y ,80 12°(N) PIPE, MIN. 2" GRAVEL UNDER PIPE I I I ` I E = 56.19 8" (W) I BRASS SURFACE MONUMENT GENERAL NOTES INTX, 6th ST. N.W. A "C" ST. N.W. b �' 1. ROCK SHALL BE SOUND AND NAVE AMIN/MUM DENSITY OF I I I ELEV. 68. 17 160 POUNDS PER CUBIC FOOT _ DE 2. THE LONG DIMENSION OF ALL ROCKS SHALL BE PLACED PER- 115' I " t PENDICULAR TO THE WALL. EACH ROCK SHALL BEAR ON TWO qRA R OlfI'-'7' _ ROCK IN THE 77ER BELOW. A ROCKERY DETAIL I I I 61 59 - - - - - +61.2561.25` - 61.448- - - - - 64.49 MATCH LINE C•8 C 9 N.TS. N NOTE : w " " " THESE PLANS ARE AS BUILT AND THE INFORMATION SHOWN WITHIN THE CLOUDS ACCURATELY REFLECTS EXISTING FIELD c�.i v chi CONDITIONS AS OF THIS DAY :- 1 / 3 / 91 THIS DRAWING TO BE READ IN CONJUNCTION ¢ ¢ Q -� WITH ORIGINAL PROPOSED DETAIL DRAWING. 4 a a CIVIL SITE PLANe ® ® FAC j 0012-90 DATE 3-16-90 DRAWN AM/HL DEHF. CHECKED HL Q;i - r ,IICURM1 IENGINt �� , . ?e P".RTMEN9 JOB NO. 89I I-235 DATE>t 5.`25�40 � -_'�'�'•'�� SHEET N0. APPROVED 8'a C - 9 90 D 1189 6 of 22- TAPPING ILE 6'001 rE VALVE' 10'-6' D. 1. F.H. ASSY. I CONC. BLKG. V ye 15' BOLLARDS LIMITS EX . PONDING Z- TAPER NEIV CURB — (£X SYSTQIJ y NEW EASEMENT r 6Y CS "EE' 15' WATERLINE 15' WATERLINE INE l5' WATERLINE INE rU MEET EX. CURB 6i� o 60-73- 60.59 60.55 60.6.2 / p`$9' 06' 06' W EASEMENT EX, FH. PK 1438.9J' !ESWSfMEMrEASEMENT p p _ 0 _ _x 9 : -�_ i i - x - 0.58 - _--:`� _3 I ____ r _ __.. x- 0.38 _x - x _-_ -. max_ - EX RIM 60.76 x x EASEME V 6 8 h— — —� 7` — — — — --- —4EX76 60 \ - ��� CB 26 , X, .�' .yYQI0 — OO ��� 6 CB 27 _F 438 93'/9RIM=6014T, _ — — — — - j RIM-60.18' —TER TEE 12 BV 12 \ IE = 58.80 8 lg/ HV EX 12' WATER !Z \ IE= 56.56 B" !°/ \ 0� Q� I t EX l2" BV � n EX, 60' STM. \ / — _ - - __ _ - - - - - _. .— _ 60.75 _ _ _ _ - LX STM MH "Y` JO" STM_ EX ST_U MH "YY" —. _ — _S- -. — _ -- EX SSMH�2 — _ - - - - - - - -. __ — - _ _— _. , RIp46/ 39 - - - - - - - - — EX 8" SAE✓ — — — _ . — -- - EA - - - --.- - -E-I " SrV _� - - --__ , 6L28 fY R!M_ EX 8" AN EX _ -- L SJ�7 - - - e -EX RNd 6737— - - - 13 - _ - .fie EK RIM 6Y.St .� lE 54 38 m — ^^-- — — — — — — — — - - — —o - — l E_52:49t=--- -- �- - �` — — — -- -- — — — — - — — — — — — C Q i �r FIRELINE :t� '� "�' 19 IF 6" 0 IR FIRELINE TEE F; h PVC SOR35 6 OS TYP. 61.83 I a' p�HOSE CONNECTOR —`� - — — — — "' • — — — — — — — — _ oo �- - 70 BE INCREASED IU IS' EXIST to C.O. RIM=6I.BI 15' S65'-J" w w W /E /p' (RELINE CONNECTION ',� z FIRELINE CNTN, o PAVEMENT 56.7J TO WAREHOUSE 250 LF 12' PVC lE 12" W 57.7J J00 MLF a" PVC SOR35 3 TO WAREHOUSE Q `" Z I - SURJ5 9 0.49 NEW EASEMENT 15' WIDE !E 8' E 57,90 @ 0.48 3 if 8" ' REMOVE EX CURB d LANDSCAPING U o 59. 10 d INSTALL A,C.PAVING TO � W r MATCH EXISTING ADJACANr PAVEMENT (� a ABOVE GROUND DOUBLE DETECTOR a(�I F CHECK VALVF SYSTEM FOR EACH o� J NEW TRANSFORMER SPR/NKLERING SYSTEM TO BE LocArloN o } PROVIDED INSIDE NEW BUILDING NEW A DDI T ION (4 PLACES) EXISTING BUILDING 278,427 S.F 323,363 S.F. 09 FIN, FLR. EL. = 66. 00 FIN. FLR. EL. = 66. 00 I � Q �LLLO am D- EX 12' WATER EX/// I2x12XIO TEE / W/BLIND FLANGE EX I r WATER / EX 12x l2x 10 TEE EX 12' WATER W/BL INO FLANGE WET TAPPING LENGTH ~ J 8' TAPPING VALVE ZT �- CAPB CONC BLKG LENGTH10x8 REDUCER (FxF) To ITT8" GV(FxF)GJ 8" 45' BEND (FxMJ) /U CV(FLxMJ) 77E RODS BETWEEN BENDSIOxB REDUCER (Y"rF) 8" 45' BEND (IIJAN) ENO IF REQUIRED 8' 45-&NO (MAM l) ^ 3 WITHIN 5' 'o w CONC. BLI(C. Z FROM RLOC !,Q CAP END ^� 3 FOR SPRINKLER m 3 CAP OVD !-QV IWTHIN 5' J w WITHIN 5' FROM BLDG VQ FOR SPRINKLER �Q LLJ FROM BLDG JQ QGJ w co FOR TRlNh1ER W cn J m LjJ - - J Q FIRE LINE (2 PLACES) FIRE LINE DETAIL (1 PLACE) F FIRE LINE DETAIL (1 PLACE) 0 CIVIL SITE PLAN DATUM: _ 1 u = 20 ' CITY OF AUBURN N e . y H BENCH� MARK. r� �L N N BRASS SURFACE MONUMENT INTX. 61h ST. N.W. d "C" ST,N.W. ELEV. 68. 17 w w x x ZU ZU 6 Q J J !L d 1 /* f91 � ® FAC $ 0012-090 DATE DEC 1989 NOTE :- DRAWN THESE PLANS ARE AS BUILT AND THE 1 0 E D "M/HL INFORMATION SHOWN WITHIN THE CLOUDS �` ACCURATELY REFLECTS EXISTING FIELD DEP% :e_ WORKS CHECKED HL CONDITIONS AS OF THIS DAY :- 1 / 3 /91 CI ry �,, RUSURN BpiOINEERING DEPARTMEBL7 JOB NO- THIS DRAWING TO BE READ IN CONJUNCTION 891-235 WITH ORIGINAL PROPOSED DETAIL DRAWING. ImI 5-z•5-40 SHEET N0. APPROVED C - 10 90 D T 1 89 -7 of 22 CB#24 CB#25 CB# 26 CB# 27 n 3049.9033 f 376LO734 14J8.9T N 89.05 06 W n SH9A361 • 3]]iA727 Y � s +` n 509001H • 519A9999 i. n 4990.0000 • ISl0.3aa2 n 9100A000 • 3000.0000 CB# 28 CB#23 n 300Q M ' 49UA002 n 4990.0000 f 39332304 n 4090A000 • 390323H CB/MH# NORTI I I NCB FASTING " 4490.0°°° ' 39S3ES0` 1 4729.8925 3823,4456 D 2 4404,8926 3873.4456 3 4341.7503 4009.6254 a Z CB#29 CB#2 " 'BC3A001 • 3903zS°4 4 4341.7503 4112.1254 a a 5 4341,7503 4214.6253 • n /0230001 ' 39332sa 6 4341,7503 4317.1253 uo N 7 4341,7503 4419.6252 I 8 4341.7503 4522.1252 z " 9 4281,8933 4522,1252 10 4276.7643 4621.9935 w = 11 4271.6353 4721.8619 C� TR PAY-N-SAVE EXISTING BUILDING 12 4266.5063 4821.7302 BMH#1#1 CB#21 DISTRIBUTION CENTER 178,I27 S.F. 14 4338,7503 4757,5001 z FIN. FLR. FL. = 66.00 u o • ((ADDITION 313,36J S.F.) 1 5 4338.7503 48 . 1 U FIN. FLR. FL. = 66.00 4338 7503 4958.7500 ; n 46N4201 • 37722M I c n 4630.9966 • 37963973 19 4539.8926 31173,4456 20 4639.8925 3873.4456 CB#20 2141 4729.8925 3873.4456 3 22 4839.8832 3873.4366 23 4938.6424 3873.4456 24 5047,5274 3896.0772 W WETLAND ARE 'C' 25Q 5042.3692 3946,0282 D❑ NOT DIST RB 26 [/s�� 5042,3692 4143.5281 ~ 27 5042.3692 4341.0280 ui ED 2! CB#19 Q U Z • Cn W n 44067302 f 39232304 n 4466.7302 . 5000A D I O W n 4466.7902 • 9030.0000 N �- .� ' � n 41KJ302 a 39932304 n 4460.7902 ♦ 311450W //-Q� m O sI n 442L7302 f 39232304 n 442L7302 • NlB9W2 n 4426.7902 • 3000.0000 n 44647302 f 3167.4999 < 2 n 44ZL73M f 39332904 n 4421.7902 f 30060000 n H 7302 • 3167A999 CB#2 t m • n 437L7363 • 393323W n 4420.]302 a 3/60.4999 �mm n IH7.790t • 133LSW[ n 44M7902 • 3000.0000 O G n HLL]902 • n 4 430 A9 f 91ll.9000 n 437L73W n 437L]303 • 39se2s6s C TROL HLL]Soe • n HLL79az • S167A999 " 42742230 ' 37946H8 CB# 3 CB#4 CB# 5 CB#6 CB#7 C 8 B#14 �B# 15 � M7 16 O • 44IL7567 • 317a9u6 A 1 _ . . . . . n 4n3.mw . Isau99e n 43217703 • 4 • q • 1 n 43EL7503 f 4343.3002 n 43946000 • 9170A121 n 430SAM • 39MG73 CB#9 CB#1 0 ^ 1f 4792.W01 VI .. CB#11 CB#1 2 n 4W97903 f 5167.49" n 426M6797 f 396Lll37 q 747 • 3760A690 n 4239-'*M • H73.1402 n 426467" . 30814= -- - W W � Q g N ry N n 4197A420 • 5200AH0 s s n 420L6192 • 4430.9511 w w i n 42416719 f 4420.499S v e>� �E HORIZONTAL CONTROL n 4UL3054 • 373L2373 n 49946377 • 36.L"" COORDINATES PLAN I I I' = so' � a gI NOTE, HORIZONTAL CONTROL COORDINATES g ARE BASED ON EAST BUILDING LINE p OF EXISTING BUILDING WHICH DOES AR PERTY NE BEARING. P LINEHAVE THE SAME DATUM THE o� I E n 302L3174 • 3740A490 Og0 DATE FAG # CAOIZ- N GEG�6I SUf�.tt v C�rOYRnL_ 7JOT WN 4M H,L (LEVI ED 6Y LIT`f of O(Z7J. CHECKED l AT307' n 3746A429 . 3199,%97 y'C' 'S JOB NO B 9//-235 SHEET NO. m z Z m 801> / IS9 8 of 22 \1 0 N �• • �� WEST /G. �EA5T /7-,. T'KK�cra G NRitp GD �x�sT, c!"-°-t�� I •� o I 60 I _ MA'ir.1-I G 6L�ND m SLOPE NOT STEEPER INTO Imor g THAN 2H: IV5 T'fBAt\ Fi�.VEMeNT o — -- - u F1ALL4M10Tu-I Fj(. "S/o• ST Q _._ LLj N 3 NOTE- EXIT w x �o MATEKto"L SEIA ci 15'��, L o SECT/ ON A - A -60 `/EP ANO ��pult�0 ToPeNI APPRoVEP a z a RoA.v LCe n. �10G AIL-MA TIES '5.01 mac uK u ; g 9GI49 / - CPO WOR/Z. J 5 ' YERT. NpTE i: 0= N t�LLILQl�Ilal vSLATRIJGTIJRihL FtL �T1i1CK�E�6 °�j i TO F1N *HER 6RR.t�J2E -- AWM-EiZ -W Af1GHltEGTLlfrf`L LJ wo -�1-= ac�rtT 10 TE = AL- MEmo2ES CE�K y IOEY, 6ACaPP46, Fa4-11T To IZEr-LNk In: R NI-E_ IF a o WEST �. Cor.Ip�T7o�JS �++nIJ4c A NEW EQOglorl CDNTko� PL^&l U _ �Wt� 6E SJP7MITTCD To Tr1E c-IT`(�F AU6uK� EA9T �. � � FaIL RPI°RoVs•.I_ 80 (3+JILbl1--I6 ,obL�ITIaN — - - �: 76 75 - - - - W R.R.RoNt 16 41 W �xlsnJ6 <3uILbIrJ6 Z 3 2 Ks o-vw W uj z 70 �_ 70 SURCHAR6iE Q U U) Z 7 � ' �I-rGV• G6 I O_ N Trl9ce.�-. � G5 m 0 I I 4KIARE Ws GI. I tHW \sURCHARGe � (V U) GO -- --- -- - - -- - GO 0 Sl ppP- No? STEgpER m g Q 6 sHALa.oN/ - o IDuo SECT/ ON 3 - 8 SCALE. /"- GO' moR/Z. Z Z /"• 5 VERT' O Z Q (n O 0 = J FW— Q fasr. rG. U) Z L �.ullpll-J6 AkblTl ol-I - so - - - -- - 60 - 75 � - - - 7-5B N cr - - -, — - - - - - — V-R. 9.o../ •9' - F�CISTInl6 �UILKII-16 REMOVE Z 0 SIIRCHARGI C 70 70 _ O T W GONG 15ARR1 6 CHAIN uNIC o g Ic /FE MPE.K w � � FINI6HED N kk`d vRAVFi 4RMc � tt� plrol'o�� �a� I y. V ROAD I d L 40 `000 Ar 7 L - - - - - - - - - -- - - � 1 HrAH OCIGE•R'f PER DETAIL Ik'I WET ND NoT To gE P15TUKDZO ' S41AE.I�V.t SITU-I WETI-AN0 A+RGA Q 55 DATE I�� T� bE blST KiaEi� -- _ - - _ - - - 5 FAG # ool2-O�l o r�Ec•fZ3°1- -- _-- - ---- - - - - -- - - --_ - --- - - - - M _ _ DRAWN no ECKED S IE C T/ O N C C ( DEP' , n D9 CHECKED G Q7Y .:� ••IJBUIV JOB NO R SCALE / '. 60' NOR/Z. ENGINEEPIN(', DFPARSMEN.7 n /" ' S' VERT pAjA 'S'Z$/-{,Ti7 SHEET NO. v z 'APPROVED BV��"A - / - /L ' m 901) IIaq 9 of ZZ r fZ.Q_ WE5T 1 l . s Rpr( a �t�v. 4� 9utr�H.o.lzc� 75 --- - -- r __ - - - - - - - 75' — � �\ CxISTIr-I Ea Sul Wll�r. 70 GoNG. u JJ - 70 j r 6144114 o LINK 7 1 F i C�-I I4 K . TRIVLILS APIrw W4 GI.ZZ z — r OO y d 41�w■ � �W .� p�FLoo� � ac.' GTY r) I o w L /� m`° - -- f 4 H14H ROc1<6it'f PER DTL /G9/ WBTI.ANDS NOT To bE OISTUR,6LP o ' z ; I WETL µp ® a I Pw NoTbiOTUcl:°s.Ass 55 G o 0 o > SECr / Ow D — o At3 o SCALE.* / '= 60' A/4RYZ. /� • 3' VERT. a POIZ PAVEMENT �fLUGTLIR� TF{IGK-NEf3� 3 PSUILIDINfI tLA6 JRLUGTLlIChL PILL THIGILNEB=, Tn Pm 1 H 1 S i M0 CMA%C )M , REPSIL TO A.W4H ITEGTIUIZ.A L W DWGt4 ,� L'a'J1L. IZP�FbRT I- Z W U z Z w O F- Z U 75 75 I m = Q REMOVE eURCOI F- 70 _ _ 70 Q z ESTiC. -- - - - - ---- -- - - - -- -------- _— __ __ -- -- - ir GONG• e5#,F?,p Z & A EL�v lamAKCH 6 � ROUtdD Or=r Ix CHAIN LINK FENCE PEP, - - H14IFHF POINT V - - - I 0 65 #4' HIdtH RGY.KERY �T } � �' 1sv, ,.'�zl PINbH 4FEAVE / �-GL 6S W 6TL/�N D NO r TD- U' D¢. 121 TUPoo _ RbEo —1 Z Z I Q � Q W2'M1�ubAKEa l- 6:5 U � W CD 55 Is' K o V J W Z Q SECT/ ON E - E � - SCALE: //- GO ' 110R/Z. P, • 5' VERT• w F F w w I ,cL1 N LL I O N NP N �_�TI✓Il T I o ICI h=o til a Q .�. I NtAX xo� I GIAIN LII.Wk F90CM- NL 111 WEST /!d. fapo c-it�uJLiN,C Fias1r-.e / I.-EAST A. AKooNo Po loQ ((( �uzrHepa� kk� 0k p� a riG. I Z o G5 W dieLMH �'rr F=11 65 ' �' J _ �G F1 _- ¢ 8 L + cuT *+ISHED 611ZADE (� [^ L ►Ic�NI c,fTf R�L �-- I 4 �V Goo -- t'.. �tll„ !I hw'Iw 11 w 5T. OOLL oC AmA NToIU N� ExlSr c>�G I E KuT� US�T wIaTI s�rla 5Jr -- po Na ICI Rg 55 A4C 4d 00/2-o?o DATE rjEG.� �'1 DRAWN SEC T/ON F-F' SECT/ O /V G - Vol S� C T/0/1,� -- T E V CHECKED uL SCALE+ ('�� b0 ' HOR/Z. �j7 7. 70, M777 �_ L i Y Q4 AUBURN JOB NO /�= 5 ✓6R7. /"' S. ' VERT. l� SCAL6 /^ GD�Hd!/Z. s�;wFER1AtB �QEPAR'CMEti7 S9II- Z.35 / = 5 VERT. SHEET NO u z m - 1.3 go Dl189 /o of 22 l 3 3" A.C. PAVING EXTRUDED CONC. CURB z c 9" A.C. PAVING RIM 62.98 EXTRUDED CONC. CURB TOP OF 25 YR. TOP OF POND p S RIM 61 .03 Yz" Yz" 4 POND ELEV. ELEV. 63.48 5'�`" Vz" AY2 �" 61 .53 4" A.C. PAVING 3" A.C. PAVING o*: _ ° o° o e . • °o.o�z o SE. LOPE io rr_-r.r1i1—L-� SPE ; //�. o "o°po - . b•O• " de.• o ° ll Q - ROW•C.O. ADJUSTMENT DN - 1- )�I��� ) -TIC DN .° ' III=111-Nr II-I11�1 -�Illfl,,, If f U1- 1E w • �t----- _ Soo �•e I RtlN•C.B. ADJUSTMENT �• I�-III �j 11- BRICK MIN. T'I� BRICK MIN. 6"-95,"MINUS _ -' - -` gee •g o.e • e, ' • v@e' �� CRUSHEU ROCK 6 e o .0 e.o • e • .IOe. / 6"- MINUS a m io 0 • e •• a o •e 0 e ' o' . .. • o . •o CRUSHED ROCK o TOP COVER W/21"x 27" 8^ _ 5 TOP COVER W/21"z 27" o e o °•• I-_ O , • o e ;. e o °• 6"-4'e" MINUS /8' MINUS • QO ' p . • • o O CRUSHED ROCK 77 HOLE (8" THICK) CRUSHED ROCK HOLE (8" THICK) - i OVER COMPACTED OVER COMPACTED i i tI I i it I I i i i I I II i T I I II i I I ITT it I i i-I - TT; I I ITitI I I I II i I I I i II I I z e 6' 10" CAP RUBBER GASKETQ 6" 8" CAP RUBBER GASKET d Z SUB-BASE SUB-BASE COMPACTED SUB-BASE Q a MIN. SHORT NIPPLE (LUBE MIN' SHORT NIPPLE (LUBE coMPAciEo SUB-BASE -i 54.5 � � BOTH ENDS) 590 BOTH ENDS) CURB & PAVING SECTION CURB & PAVING SECTION 6 E A.C. OR G.P.K. '�+ \ < 0" PVC A.C. O�, G.P.K. tt f� L oo s MANHOLE ADAPTER MANHOLE ADAPTER ( 11�Vl,K I RAFF I C AI\LA > ( PARK I I�G AREA � ; W N W :Q. = 1 .475 - qe= 0. 16 CFS N.T.S. N.T.S. Z z i DO 24" CMP 10' PVC- SDR35 © 8" PVC W a L z LOCATED IN NARROW SIDE °O OF C,B, s J - z ® F Q � ' 10"z 10"z 70" PVC TEE Qi B"z 8"x 8" PVC TEE - 9 Z RUBBER GASKET JOINTS - RUBBER GASKET JOINTS I - -- -- ------- - --- - _ - � O 3 U 1 30"DIAM.C.Mi', 9T RUBBER GASKET PLUG `8" RUBBER GASKET PLUG Bnn m TYPE II-48 C.B. LJ W/ 4v2" DIA. ORIFICE TYPE 11-48 C.B. W/ 145" DIA. ORIFICE $4'bIAP/1.CONC. Z4"DIAM.CONC. _ PIPE CONTROL CB # 1 CONTROL CB # 14 24 SUOE GATE _ I ` � Fw `� � N.T.S. N.T.S. I (�yAT€FM4N MODEL �� \ 1 I --. __ (SEE SHT. C-8) (SEE SHL C-6) I c-z, ox egU?.L� r—_ * - - — t -I-��— -- - - /�//Q/�� D- 33IC2 MANHOLE -. _ I ( VO � @� x o ti d 3la-° p1AM. CMF \-a. s- - .I 4c c"i• \J,y/ 3 r EX 8"PVC I - -J ---- 262 LF 8" SAN. W .49 -- - RAM rn 8e LOWCREO -_- - - --- --- - --- -- - - ---- --- ----- - ---- � i- 1 - -- --- �y ro eLev. Gies � D ^ i o ro o �^ �' .c'� o °• V " N/AY A' [J/ E N S/ a � Lil x o v, rn SI I m m ;� �, 332 D1AM�MANHOLE �Q H✓ 1 K7�� o a .i.� m ^ °' my N FRAME MANHOLE srx7-font W �n ADJUSTMENT `-REIM70 N — M ! GABT IN COVER 1='-I- - -I. - - REINFORCING TOP SLA'3 W LL e / A �= 1 a v v a N — '1 I" SGH DETAILTHIS SHT. (f O / 1-0' ✓ q H ti D SLA K N GATE S _ p = REPLACED PSC OVERFIAW C6MZIF / a °• I ^+ `� ° ELEV Sq OVERFLOW �D BE Re °s yN < DOWN WELD EYE BOLT TO 4 IA.H. FRAME. TO SUPPORT t CHAIN; 1 GUT OVEtZPLOW PIPE TO 6LEV 59, 33 --- -- I I G I ° STEEL W isil& Wel.c -- - - -- - ------ - _ -�� to ,': � _. � 8Y2 ALLA Olt N4V F'ROYI E OVERFLOW H-- w h I g' 6'{ IN5TAL .INC4 CI!,*Zi To OUTLET FIFE SAFETY _ z /i v y I ' i I ^ LADDER, p( '7' CIA. G.MAP Z Q RUNGS � � 20."DIAM. LLJ Q Iq 24'-1>IAM:CON C, MIN• CONC. PIPE � c - g PARTIAL SANITARY SEWER PLAN -� (SEE SHT. C-6 FOR LOCA770N) 1"= 20' ® © z4 sLl� GgTE s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ki . . . . . . . . . . . . . . . . EL.53.16 . >; . . �. . . . . . . . . . . . . 64 O silo' NON-SHRINK GROUT e S �'• q, 64 ALL AROU/JQ ' ry N AF"COVER AROUNa . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NOWMANHOLE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - &" R No OPENING . . . . . . . . . . . . o; . . . . . . . . . . . . . . . . _ BE ELEO EDGE ALL d N ' q AILOUND. 62 I Z . . . . . ' 43 EX. 15° Sr, . . N - - tl6:: :. �—ALIT.EARROUIOJD ''<i ' _.: . . . . . . y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .ASSUMED LOCATION . . . . . . .•'. ;••.:' . : 7 NEW /16" WA 1ER NEW 8" WATER •! 3/4"D AM•50'a V4'•RESTRICTION PLATE . . . . . .FIELD VERIFY . . . . . E'2-�4'-NUTS N h 60 . . . . . . . . . . . . . . . . . . .�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60 - z > - o ELEVATION 1 yo. w . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PACK WITH SAND . . . . . . . . . . . . . . . . . . . . . . . . . . . . . scALe: 5/b. a Y = x w_ V . . .• • . . . .26Z C4"-8' SS B D.4X PVL• SOR35, .UNp . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U _EX. 8" 58 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 58 z < x __. MODIFICATIONS TO EXIST. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . I . . . . . . . . . . . . 20LF.DI . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . STORM DRAIN MANHOLE #Z 4 . . . . . . . . . . . . . . - CENTERED " IXJDER INM . . .8• 0 0;4X• _ . . (SEE SHT. C-9) N.T.S. FAC 1 0012-90 DATE DEC. 1989 56 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PVC SORJS DRAWN A.M. Af" � � 0vED NEW SANITARAY SEWER PROFILE [)FP. < .d_ WORKS CHECKED H.L./JDB C:iv U: AUSURN e9GIMEERVv.O DEPARTNEM71 JOB NO. SCALE: I.OR1Z. 1 20' 891I-235 T 1•= 2' mna 5 25-Ro APPROVED /L SHEET NO. 9�w✓ C 14 qo 'D 118`I 11 of 27- ^ ^ J uj Wf¢T w m tL hI0 O ►� Io � !a b H N EAST ^ ID �9 m a V _ . � SUR CHARGE NE nWF F Nl p70 EFVG(, U X• BLb4 . TA V bt Fm Do D U U &4EV. 74 a U�J o;� N 65 - I N 66 Q a HE/4HT � - - 6D10'S. of us G3.48 — LOG GO FIAIISHED _— - . ro0 � 5 EY. GROUND „ IooLF 8 ' w = G' 5&FORE O 100 L.F 8 / c7 a. SuAcHAR6G / o S / ✓c SPR36 a 55 „ N /aOLF 18�� /GOLF /8 IooLF f8'r ooLF 1b ff �.,W �YG sDR 35 P a.15Y. Q - Q 55 a z 2 a,25% ivo. 25 % CO o ts•G @ c.250% @ o.Z!F _ - — D �O cMY6/7GE16 GNPGAG�/G CMP6A6f14 (=14P& E14 CMl6AI _ 4 m 0 �l 007 U �- cngP GA6E lb p .-. a1 m kn O Cl N m W h Vl �Q 3 r '" h n n w w w In h W q In In u, W A W R W d 0 3 V .r y, 5URCHAR6E ? 0 �¢ m K ELEV. 74 ' W FL � � ^7 CA ~ WesT l9 KM m a M p 0 O W Z ? � c0 h 0 V V N � W3 70 (k V 0 L 70 _ O �D J 70 Q U z _ - _ --- - _ ti W ak 0 S I SLDG -- m F F F F {O Su2CHARGE C Sr, lU hI z 615 - - r 65 65 t� W.S. (2 /.53 mcK � Z:y 6R W D Ws. 61.53 m N Ber-ot SURCHARGE `GRADE — J ^ GO _ 60 GO (10_ )c RouMD 6'SfF� e Tas BGFORE SURCHARGE1'VG SDQ�S Ioo LF 12 "¢ Ioo LF l2"¢ m ( (Q- a a59: @ o.4Y.z/ o a CMPGAC-r- It, g'K/ p/c S DR 35 h p✓c9PRISTa © � LLJ ^ I-o"L Nl� iv O d J_ tn h h tn N s)! 0 uvl N W w W 4 W tWri10 " 0 u1 h © W AL CL W W Of W 4J ^I)ORTH „ .� � � .� N b IW �9 � ti V ^� m >, in 3k m u m C) �o NEW ° 8 LDG o ° ✓Z �;� v � 'o O — v - -- C/) FGF1/. G6 ro F m F a F F F s F SuQCHRRGE w U (lily � N u tj � ce �Emvcc op IOhJD GRADES 60 E!.G.206FND 60 _ NOTE: ALL PIPE TO BE CMP GAGE 16 � �{ SEE CONSTRUCTION NOTE „q„ v tl USE GAGE 14 FOR PIPE COVER : _ 6 LESS THAN 3 z `o_ 5 ---- -- - --- ---- - - - - 55 -- -- - ALL PIPE lZ" ID OR LESS TO BE 'N^ loot F /Z"d 0 llo ELF /200 .h .N • 90 LF /8 f n, 100 LF 18'¢ h /35 o.28i. ¢ � 0.4 A4 u�i O 0 4 X ti �a,22 'k 0.2 �,G ° PVC SOR 35 OR 5Dk 2/ PER PLAN EX.72� W "YVcsp23s w '7vc5DK31 h GNYGAEE1� cMpGaSEfC h CHP6,466IC O WHEN COVER LESS THAN2 " USE � LLB rlou Q Q VI z W W i h 0. I. CLASS 52 PIPE W w W - --- ® � W b OL oL of E _ FAG $ 00/2- 090 DATE AEG , 81I DRAWN HL_ iA IJ p e7 O "1 CHECKED �L �)=PY CIF W RK9 .:i fY OF AUGUR,� JOB NO eGulEERING oEaARXME?a 89// 235 I7><ip GJ-z.5 io WSHFFT NO. O z _ C 15 AVPROVED " 90 D 1189 /2 of 22. ' � ,TC M.H. CXNC.� 1 -„ \b❑' �= ��o° - `-- 0- -� `, ybZ ❑� IV 89" oB� 06" ��� y99 �p REB R & CAP .. A � v, W �,s `ti e.P.s.&E. 52.26 60 ( Found Typical ] �c .•" �a� NO CDRNE�? - \a7 bP ,�' WA TER • �, C.B. EE' A �0 \ GB. TF' b ✓k EDGE of ASPLOL T yc _ 6 b YAL Y�'S • ,. �. STM. M.H. 'GG' A FOUND OR " �' + r M.H. •z• �� s ru. a.m. •zz• r — - g D• - 6� WA TER � - -- - SET r Typ 1 9 r--r�.�l � � 5rA4. M.H. •Y• t^r �01,28 - � - - D S y �T C.B. F" A _ +r - �--`. .5TM. H, "G' � 5� DA TUM: $ 251� x 7 �, ;f-4-,�1WC P,ac s.s_ H. -�- 1 ^ 5 f A CITY OF A UB URN I� I � T`r'P- �.r f�r��� -- BENCH MARK. BRASS SURFACE MONUMENT I '.� A hq9 � IN TX. 61h .5 T. N.W. 8 "C" S T. N.W. ; j _ �-- i ELEVATION: '1 -:l , � � �. �• ``� 1 • _ f-- - ,sT�� ,68.1 I f ` � STfS D � b�.pSPHpLT � � '. . �.; � I r-- � �� b• I [e/IIF-1. CpNS�'RIIGTIDH SE UENGE �,+ �� �[1, a 1s, r r N r T11 T Q 1. Construct temporary construction entrance. C.B. a! r _ 2. r f r P�4 C Erect t filter fabric. f ence��i/{f'cncc- f w CI 3. Construct erosion control ponds us sh•.v�. { c. _ JJJ II I Q C]4. Regrade site to surcharge designated areas per Cr `° ° °` l �'Y approved plan.Sfrija vl/v ,�M eerlw/NYC cfl�tfiawrrar P/.vcrme- 7'1 �V t Y l� j lnJ Cr 3 y9. boo t J2 _ - �. --. J 5. Stabilize exposed areas. yet t. 4 0 1 0 �� 6. Monitor settlement gauges during surcharge, I Z7. Remove surcharge and place f ill Where noted. I � 4 � I � J a z H 0,9 ` ���h 8. .,Construct site improvements. -' ,� �. l o w z r 1 v I �A� h� �6�IA 0,2��6 ' z' f 5T~ I'f Z Ul f` , V r t{ 31fl ST NVi ++poin+, 5 nQn ❑ PAY - N - SAVE _1 r".vr�a �j u 2 3 `; s` DISTRIBUTION CENTER B. R- "' W S� z f St + _jmiqiJ Y T J `3 5 � RIN 3 W 5� rtvJ isr , r S r M.H. W. a a LL =f�i G SW C. ( ❑ - , @ VICINITY L ea �T�Z 6` 1 s rMi N. P• ' c8. V .s. f •v � �.�r. 7 6 % Wt-TL�-I a MERIDIAN PER ah 9 , , Icl r f��1� I' ! RECORD OF SURVEY 6° �'x 40` x KING COUNTY REC. �3a wf "M1H�I5 1 '4 6 �h° FINISHED FLOOR ELEV: �• No. 8505109001 � �> � a 66.19 1s t FLOOR �, ! 2nd FLOOR = $3.54 V LOADING DOCK = 66.04 _ W I �Q mil- Irv. .o � 14EcnL �a�:sCRrr�riON f t 5 �} �0Xe 7p �o G r_.e. W" i � Y 1 I �2 t Lot 1 - Auburn Short Flat SP8-79, as recorded, LLl W �e ? P' AFf! 7904190888, Records of lain Count Z CENTER 5e� Washington, and g Y < H SEC. 12-21-4 *&e U7 w l �+ F Lot 1 - Auburn Short Plat SP4-77, as recorded, 0 ' V :] �,t ' I 1 At'# 7703250520; Records of King County, • f I �1 6 Washington. [/y C-8. W, U U r = + o.2�% !1y I.1❑- = GD r-4�r ICU C T 1 G r-1 r: f I ` , � � frv � � � W �.�M- of-�r+AL r_ � �--�2 f 1D. m } 44 _ � � 6 � - _.B. its 1L3 �,.`Q Q v �r�'- _ !► m ' NOT To � u 4 1 h 6a m N ;�b W G-j r _ram +-i T �oN ti�� Iq ,? •9 r - 6 h ti -T Tj ------------- n Li tpj ]Iq j,� j x� - 13 = � u LEGEND of c� I,F 5{L I� U 1 v TO -W T —5T 5 Ft]"1 5G FR �5 � `� ��1 ill C - • ' , W i5 Ili 'S1-QI' •t �-1_ �� ` r O•_ 5A NITARY EWER_ --55 55 [a 15x b g 6� — _ b 6� S o' �p T PEAS W Q ' x I�r-1 k rEr.l lo►� h�� 60? 0 � "A Fly 1i�'OrZANT p Is s6._4 f C511 �, 5�r.S .5 er E{-� ' � L+-I I�^+� k L= �„pF..,1�y � � M.H. � r h k vaI_u r•f l✓ }� 'f� 8a8ao c u.rT f+a !`.C---1.17Pr F ti� _ �` ��z� .a. A G F.f.� Nrt I 1 tY , . `�f1 `� val. L 1r- fIE✓ I-l�avl �c}-� j 3 cu FT^ sHT, A CONC.. 510Z.W. %LK� f aF tv) ee- ry! C`'I ii l�r u�ala Fvur� I I u g +* Q b lb( �� b' rc 1❑ of�LC�-E ❑ L h� TIRE N?O DIET 4nH t� f i � , ��'' � � �^ �`� �� ' -. b�,d►, ,.1 i..ifJ E j cl, � a!dal = }'} al ur+L Tr � � bogLn t► c �. ❑ �h W 0 ■ S.REE r L IGH r ' bo ,b' & LIGHTING j Z CAUL r ; r YP- II gal � �� ` � � �■�°,� 9 � � N 010 27' 58" E ',� b°- - e'' �� 453.31 �� y ❑� 9'L fp o b° h 91 ' o�Aw►v � 130.55 - �k�h o h�,- �. _ - - h fib• X t , b❑' 6'P.V.C. y d S. 114 CORNER - - - -- -..- - -- - - - "Flows ovlh 6o m l /.E. 36" CONC. - e' b! J e u ~�` 'CHAIN �❑' SEC. 12-21-4 IN S. W 54.16 h N Be o9' �� ���ti �� � CHECKED 44 W -- — f ENCE- g r..a. �aD• 0 L JAB NO p 7 _ ---- _ so At VESh N 86 D9'44 NI T SHEE NO 2658.91 _ FrRE HYD.- `r - RECEIVED �P��1d334 ". �Os �mm(� • J NEULY GRADED OR ,J U.F. 11 IJI,a� Z /DISTURHID SIDE SLOPE AUBURN li,6. DEPT 6" CONSTRUCTION NOTES FILTER FAEAIC MATERIAL �]" i 4" DDUGIAS \J P>A 1.) All workmanship and materials shall conform to the City / of Auburn's requirements and specifications. �C m 2.) Standard Specifications shall be 1981 APWA as modified by the City of Auburn. EA / 7.) A copy of these approved plane shell be on-site during p STAPLES DR QAE h(,E construction. RINGS (TYPICAL) o TOP OP SU.fCNARGIn T 1- 5 4.) Prior to starting construction, the Contractor shall call m SLo/6 Ta/t7IR0 I I H SOP ONE-CALL (1-800-424-5555 for utilitylocations (water, BE ` S{✓.aL6 /U jOP OF F/�.(. FMIPAFI IILTER fD I83DIH 0R EQUIVALENT l'IRE1TAHRIC OR EQUAL 14 CA. B" U 401` sanitary newer, storm sewer, gas, power, telephone, and ; /Q ALO.V6 �g• television). 0 0 water run 90 5.) During construction, e shall be required to �I 51. TYPICAL CROSS SECTION Ajf control on-site storm water runoff by using temporary I II erosion/siltation control procedures. No sediment laden o CUT PA✓EME/✓T TO storm water shall be allowed to discharge into the City $TRA/GHT EDGE II Q I , of Auburn's atomdrainage system or .onto adjacent properties. DC� Ex. PVMT n f, 0 6.) All connections of SDR 35 PVC pipe to manholes shall be O w y L I i r in 6" MINIMUM made by using A.C. or CPK manhole adaptors, or approved 777E 101 F/LTER F.46Ale II h K NnJ BV equal. SU.fCHAitGE FENCE 7.) The maximum laying lengths shall not exceed 12 feet 6 I _J inches for SDR 35 pipe. SWALE - jl —_—--—r ---- — II 0.) Bedding for PVC pipe shall be 5/8 inch minus crushed rock iV VDIIdT dl COARSE AGGR➢GATE, g P P OR 4" MINUS QUARRY SPALLS 4 inches under to 6 inches minimum over pipe. J m, 9.) Bedding for concrete and ductile iron pipe shall be 5/8 is ,Y' : 4•' aoucLAs FIR AT 4• D.C. suxx aormM or rntta FABRIC ' h(171 inch minus crushed rock, 6 Inches under- to 6 inches ? NO I CRUDE OR EQUAL MATERIAL ON 8" x s" TRENCH Zd minimum over the pipe. m ELEVATION �.� 10.) All pipe trench backfill material shall be Class "A" Bank A / Run Gravel, modified by the City of Auburn. 3 11.) Pipe Trench Backfill Material within the right-of-way shall be 5/8 inch minus crushed rock. ❑ SURCHARGE a EDGE OF PAVEMENT FILTER FABRIC FENCE / SILT FENCE GRAVEL _ CONSTRUCTION ENTRANCE 12.> During construction all Cary streets adjacent to Chia project shall be kept clean of all material deposits resulting from on-site construction, as directed by the City. Q 3 W f-- W W 3 Q OE- (n z w cr r > l Z Q I 1 r r0�0 s MAX WATER LEVEL a F— GRADE IM 10" - _ III- MIN — _ V) 'V' DITCH DETAIL �? 1 N.T.S. 05 O J Z QO H U) O U w ro - to ' mom 1 0 0 W - U m n � fl � W Ill W E Q dl DATE JA J /b�l O DRAWN 71_S CHECKED N L APPROVED DEPT. OF PUBLIC WORKS JOB NO CITY OF AUBURN � Oi -�OAj ENG"1-cRING DE PARTM ENL SHEET NO Dol- APPROVED 9 C) D ) 189 l4 OF 22 RECEIVED Q�j y3�yc rWEST /�. EAST fit. IOL 1 I 159 c ��� G5 I - _ . - -- - - - - - -- - - - - r - --- -- - AUBUIIN BIN. DEPT D o }' � J n g / FEF1cE Vv a o coo SECT/ ON A - A z a 5GLE /' • 60' NOR/Z 5 ' VERr c o w = nnnQ U w o z z a 5 = z a C EA9T iL. O � �3 • � o 80 - 80 oIIc.E�'(eb - I a F'KO 12. I S - si,Ic�N�K6E 757-5 w - \ 1 LU Lv z LU Fpp z cc 1 J U FU 70 V _ Q _ 9 p a �G s �� W �(/ U) Z y A cl: ' _ cE I FuT✓JC� Fi�.J. F�OoF v/ 00 c Q S ECriOA1 6 - 5CALL /' • co' //OR/Z. UZU U _ � W U � west /t. Estsr. �. (n F..I� Grc ESUILpi -I C—G Atx�l'rl ol� ao76 - - - --- 76 _ - - (A r v I � / 70 ED r �-- � / — �KoFo�-!� ��•-ICE - -- I � 9 60� v �5 I` I.loT"r0 6E Y� `�' TTJ�BtU - SS pgAWNPrJ �S T.Or PL SECTION C - C IR CHECKED APPROVED uL ' DEPT. OE PUBLIC WORKS JOB NO SCA LE / "_ GO' NO2/Z. CITY OF �UBU . 9o/-006 ENGINEERING OEPA'-'MENT. SHEET NO DATES A13189 3 `z APPROVED BY15L/ ^L'7.t//YrzG_ or z D 1189 /5 of 22 1- t� gat �3! RECEIVED r - KIEsr — FurucE= , _olu� 4t�oirlo 1 EAsr. 2 JUL 1 I *89 b° o ym I r-k?O�(JSG.� CXlsi. 6C�AL7� AUBURN 8tD6. DEPT lL 11I O m a g M,V1 61EN. GIi � Q 3 / a o PKo Pos�L7 61CAPE DO U o ,✓r�G � - I �JV w N FENCE - 1\^JC coo 70 am z T Z � c 55 bo Jcr 171s�u�ES 55 C 0 O U w S F T / 0 - 0 /�J\�y C I / O / _ �\I _ D SCALE - /"= 60' !/OR/Z. �1 /' 5 ' VERr. LLI 3 Z W W 3 Q U z (nZw I O � � 75 7-5 Z - m = F 70 70 Z EST iL. m c co Is PC ro / ' — _ �o /W1l 55 bo h407 01 55 W U SECT'/ ON ,E • E U5 0 <n o SCALE.: /" = r10 NOR/L. V) /" - 5 ' VERT H a � 0 WEST It. �'zAr 6r A. G5 s✓EsT It - - — ' �� - - - 65 > roo coo / VEGM Go.Z �k�ST wEr�oNr� or�e I a: I *Ldrr- !T-fr.) Q f11 pa NCf blSrlJF9 � B I1T1Uh-I f�Nb � W�TEpNbA� � 55 Rz-cbMEP) EE CGHdToWruICD I�ETENTIo 1 Y�A1�(2,5bE�P) 55 DATE j•,,, 8� PONb Der. `Gl.E9✓ 5;-1.0 DRAWN ' l+4 r,o./F-, sECTioN F-F s E CriOw 09 - G SECT/ON !-1- H APPROVED JOB SCALE: / "_ !e0 " i/OR/Z. SCALE : /"• &o, !/OQ/Z. DEP CIT`� OF�AU URN WORKS SCALES /'� GD�Hdl2. ENGINEER NG OE?A.R'-MENS JOB NO / = 5 • ✓ERT /"° 5 ' VEa7. 890/-008 / = S VERT r SHEET NO )ATE, 8"�J� 1 i APPROVE a -11xI2X6 TEE (Fr) _ �e� . ,,,�32`6% h r. W/ 6" GATE VAL IF (FLxAO) ••°N • 'y4A eatt FIRE HMRAN7 ASSY. z i-5 z AND CONC. BLKG. 15' WATERLINE EASEMENT IZ" RESILIENT SEATED 10' SAN SEWER EASEMT. o SEE DETAIL ti EX CB "EE' NEW 11" RESIC TENT SEATED Q EX CR 'FF" ti A h GATE VALVE 4 TO BE INCREASED EX RIM 60.76 GALE VALVE (AYJxMJ) EX RIM 60.5 " � -IS' WATERLINE --- --xx---- x -- --._ x- - - -------x — x4JR N 06' 06' W TO l� 2c= ..- --- ----�_ EASEMENT 93 8g• _ _ _ Q - - -- 714 LT IZ` UI CL 2- -ER S1%lBj 'GG"- - 0-1F-77`O7 Z15Z - t -- -- -- ¢ -__ -r_._ EX rZ VYATER --. -___- - — _- - --.- _ - -_ EX RIM 61.29 EX 12' BV 4 _ _- - \EX l2" WATER -- - -- I�J�I I - - - - - - - - -- - - -- - - - ._ . - - -- - - _.. --- --- -� --- - -- _. -- -4 - --- - - - - -- - - -- — - - — T EX JO" STM EX JO' SIM W/C�! BLKG N o _ _ p. _. _ _ M. J I e — EX 8' SAN Ex 5'SMI/ IIY,1' fXFN, X SSUR 'E' Q-- ---- - --H-FX RIM 6/�.67 -- - - -- - z ---�—s 78 r -}- 1 r IT- NEW EX R/M 6/. lE SJ:�I- I- -- I — I-- I - - I-- - - £X: FH:- -L_ _I-. —I- —I —I — \ = = _ -- — — -\ IlX RI 88 5 I IIIIII IIII I I IT P \ O o 3 RELOCAIF fff ID STATION R SE� I V) 0 0 OF DN SITEEVA o Q NEW DOUBLE DETECTOR \ W '= OF ORIIEMAY CRECK VALVE A55EMI Y o I W Z WITHIN NEW VAULT ti I IC)pFIC BEARING W 3 \ \ If W z 6 � s �_- ---- - - — --- ___-- ------- EXISTING BUILDING - - J > d 278,427 S.F. - -' ---- -- --- ------ ------- _ x a' rM � N 3 FIN. MLR. EL. = 66.00 EX1° � 0 N PLAN VIEW_ EX RIM 6I.41 IE 58,9J HIS DRAWING REPLACES WATER LINE CONSTRUCTION NOTES 1 I SCALE 1"=2U' NOTE: INFTO M IAV ON PREVIOUSL WATERLINE SHEET C4. MA w I. REFER TO GENERAL CONSTRUCTION NOTES FOR GENERAL REQUIREMENTS. 11. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND t/ 8. CONTRACTOR TO FIELD VERIFY \ L D m Z. PIPE FOR WATER M411S SHALL BE DUCTILE IRON MEETING ANSI MEIEAS SHALL RE PER CITY Of' AUBURN STAUANU DETAILS, LOCATION AND ELEVATION. /I L20' [$AIr' �jJ SPECIFICATIONS A-21.51 OF LATEST REVISIONS AND SHALL BE SERVICES SHALL BE A MINIMUM 3/4' TYPE K GOITER TUBING OR 12"Xl2"X12' TEE (I/.) _ _ _ FOR EAD p9p��p THICKNESS CLASS 52. PIPE SHALL BE CEMENT-LINED, IN GALVANIZED PIPE. THE CITY OF AUBURN WILL INSTALL TIME W112" RESIT IFNT SEATED _ - - / MA ACCORDANCE WITH ANSI SPECIFICATIONS A-21-4 OF LATEST METERS THE CITY WILL INSTALL SERVICES FROM MAIN LINE TO � --(2) 45' 12" ELBCIIS � / I IRA $ INljl O p r� REVISION. THE METER WHEN THE EXISTING WATER LIME IS IN AI EXISINIG GATE !AI VE ANC 45' IZ" EL1701V WjCONC, RLAG. (WxAl) \ \ I I 9 Ll 3. ALL PUBLIC WATER WINS SHALL HAVE A MINIMUM COVER OF FORTY- CITY STREET. IFI ONC, RLAG. •, TWO INCHES (W). / 12. BLOCKING OR VLIiI IGAL ND IBNIZOIIAL HEWS SHALL BE FOR CITY - \ / ` I Q im 4. BEDDING FOR DUCTILE IRON PIPE SHALL BE 5 8' MINDS CRUSHED OF AUBURN STANDARD DETAILS. --- --- ..-.- _ -- __ _____ I` ROCK SIX INCHES (B') UNDER TO SIX INCHES (6') MINI" OVER 13, OMIRACIOR SHALL OBTAIN ANY NECESSARY WARR SERVICE ---- - -x X �X 45' 6' ELBOW W/CONC. BLKG. \ O g THE PIPE, UNLESS OTHERWISE APPROVED BY THE CITY. CQAECT104 FERMI IS IBM THE CITY 01 AUBURN PRIOR 10 !Z°x IZ".r6" (MEGALUG JOINTS) (TYP. ACES) g LJ S. ALL PIPE TRENCH BACKFILL MATERIAL SHALL BE CLASS "A' BAN( COl SIRIDI IOU. - -- _ - - - - - --� - - EX. PAVING IRE HYDRANT LINE -__ - ..___ _. _ _. _- If.F FL W f" ROB GRAVEL, MODIFIED BY THE CITY Of AUBURN. I/, FIRE IRE NWIT \ _ I ) VAC VE BOX 6. ALL VALVES FOR WATER LINES SHALL BE RESILIENT WEDGE GATE A. FIRE IIinRAIIT ASSEMBLIES SHALL CINA UNe 10 THE CITY OF AUBURN! -_ _ _ � / ___ _-_ -_ ._ - GAIf. VAT. F (/LXMJ) (r J s VALVES FOR 12- (12') AND SMALLER. BUTTERFLY VALVES SIATIRANU DETAILS. \, .(\ FIRE HIVRANr ASS)'. 62 ' ' ' ' ' ' ' ' ' ' - - _4_' ' 62 Q uo SR4.L BE USED WEN OVER TWELVE INPUTS (12-). B. FIRE INURNII FEED LINES SHALL BE INSTALLED AT RIGHT ---- 7. JOINTS, EXCEPT WERE OTHERWISE REQUIRED CR GROW ON THE. ANGLES TO IIIE. SUPPLY MAIN IN COIFU ANICE WI IH TIME 5 1/4' ��� AND CONC, BLKG. I IDS ,fy�j DRAWINGS, SHALL BE EITHER MECHANICAL BOLTED TYFE, OR PUSH DII WVO INDICANT SETTING DETAIL (CITf STANDARD DEIAII.). - - - - --_ - ---- - -- _ 60 - ' ' 'I'I' ' ' ' ' - ' ' - - - - - ' ' ' ' 60 P RUBBER RING GASKET TYPE, CONFORMING TO AMERICAN NATIONAL C. IIYURA14TS SHALL STAR) PLUMB, SET 10 FINISH GRADE WI III ----- -- ---- STANDARD A-21.I1. TILE LOWEST DUILET BEING 140 LESS IIIAN EIGHTEEN INCHES 8. PIPE FITTINGS SHALL BE DUCTILE IRO! AID SHALL HAVE THE SAME (IB') THUM IRE F114IS11 GRADE, AND A CLEAR AREA AROUW THE INDHANI OF NO LESS IRAN IIIIRTY-SIX INCHES 36' _-_ 58 . . . . STORM. . . . . . . . . - 58 - Z . _ KIND OF COATING, LINING AND STRENGTH AS THE PIPE TO WHICH I ) � � � � � � � � CONNECTED AND SHALL CONFORM TO ANSI SPECIFICATIONS A-21.10 D. PUMPER PONT SHALT. IACE STREET OR TIRE ACCESS AND HE _ CID AND M21,11 OF LATEST REVISION. READILY ACCESSIRLE 10 AIN FIRE VEHICLE IOR FIRE W, -- -- --- -- - "Ni- -- - 9. HYDROSTATIC TESTS ON THE NEW PIPE LINE SHALL BE MADE IN FIGIIIING AND PUMPING OPERATIONS. t E,1 30" $]. _-- ------ -- -- U -- - - -� 56 PIMIPE71 STATION LINE 56 o a ACCORDANCE WITH ilE 'PROCEDURE fUR WATER�RESSURE TESTING 1-. LEADS IBM TEE SERVICE WIN TO NE HiDRAOT SHALL RE NO WATER LINES' AND THE LATEST PROVISIONS OF AWNAC 600, EXCEPT LESS THAN SIX TOTES IS-) IN DIAMETER ND AIN LEADS AID PARALLEL TO F.N. LINE AS MODIFIED HEREIN. ALL EQUIPMENT NECESSARY TO MAKE 711E OVER FIFTY FEET (SO') SHALL BE WI LESS THAN EIGHT --- - -- - --- - -- ~"' — -- -- - - - -- -'- -A 54 ' ' ' ' ' - 54 TEST SHALL BE FURNISHED BY THE CONTRACTOR, AND THE INCHES (8-)• ABANDON EYLST. "EX. TH. IZ' MIN. CLR. CONTRACTOR SHALL CONDUCT ALL TESTS UNDER THE SUPERVISION OF F. FIRE HYDRANTS SHALL BE INSTALLED ON FIGHT INCHES (8') I LINF � \ o PACK W/SAND N THE ENGINEER. PRESSURE TESTS SELL BE CO OIAAEIER OR LARGER DISTRIBUTION SUPPLY LILIES. NE ON ALL PIPING —_ 51 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SZ AND APPURTENANCES INSTALLED UNDER THIS CONTRACT, INCLUDING G. FIRE IIYURANIS SHALL BE INSTALLED Al A MINIMUM SPACING ALL CONNECTION TO EXISTING MAINS AT A MINIMM TEST PRESSURE OF 600 fEEI ALONG STREETS IN SINGLE-FAMILY ZONES AND OF 200 P51. 300 FEET IN ALL OTHER ZONES (ON-SIIE HYDRANTS SHALL BE 10, DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR A MAXIM OF 150 IEET FROM FURTHEST POINT 0I BUILDING). -- - -- - - -- -- - ---- - -- \- - 50 - ' ' ' ' ' ' ' ' - - - - - - - - - 50 w TO CONNECTION TO THE EXISTING WATER LINES AND SHALL BE IN IF EAW..HIS SHALL BE A MINIMAL 7 1/2 FEET EACH SIDE OF ACCORDANCE WITH THE LATEST PROVISIONS OF AWWA C 601. AIN HYDRANT, I \ DETAIL A (PROFILE) A - NEW PUMPER HORZ, I" 4' - _ LL_ DETAIL A (PLAN) 0 STATION RISER VERT. I'= 4' W O SCALE 1"=10' J 86 64 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 64 w Z w Q Q J h w 62 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 62 N -FX. GRADE e � � � 7 60 ztz. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60 p g EX. 8" ST g Ix 8" ST p 50 . . . . 2' MIN CLEARANCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '� . . . . . . . . . . . . . . . . . . .. MIN'CLEARANCE . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50 12 PACK WITH SAND PACK' WITH SAAD a 9 0 0 NEW 12' Ill WATER EX 56 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .-. .: .-Dl warER .— . . . . . . . . . . . . . . . . . . . . . 56 — — 2' m IOU Mo K FY Y J U Ul EX. JO' S70RU J -- ------ - Z Q 54 . . . . . . . . . . . . . . . . _ 54 62 61 .�. . . Ex. 6" ss d FA 0012-90 DATE SEPT . 1990 2 . . . 52 DRAWN A.M. M. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CHECKED S.S.W. THESE PUNS ARE "APPROVED" FOR zW CONFORMANCE WITH THE CITY OF AUBURN 10B N0. 9008-1 91 PROFILE ENGINEERING DIVISION-e REQUIREMENTS HORZ. 1�= 2D' Approved BY: SHEET NO, VER7 1"= 2' Date Approved: _ID- l - e1 0 1 OF 2 /-7 0r Zz _._ ______..__ .^ � •wry � , " •.• Yi�ia U o � • >r Y� �.e4fY 2 n hw 6' rAPPIAC TEE 6' GATE VALVE o q rc�J -- 10'-6' D. /. o o < g � ! F.H. ASSY. � D � CM. BLKG. /11 " U 617LLAROS (2) 45' l2" FLBOVV 1�J0 D i 12" IAI'PINC IEE, PULL SADDLE , IS' ___ . ! -c -= W/GONG. BLKG. (AIJxMJ) �' N CB 25 CONC. BLKG. CB /26 (71TE l-C) +` m 15' WI[ERE INE IS WATERLINE 15' WATERLINE CB j27 (TYPE !�') oo N RIM 60. D /4J8.93' RIM 60.00 `f 64SEA/FNT NE1V -EA.SEIIENT RIM 60.00 "' ti EASEMENT p o lE /E 56. 8"S 2" RESILIENT SEA1fU CAIE VALVE ( ) lE IE 56.5 (8"S) EX, FH, N 69' 06, OF" W z R" h _ _ lE lE 56.5 S I438 93 + % _= z::.. ==a -,.. s--= y `-=x= -.y-- _-_ - ---x -..-- x-- _-._—. -. -- _._.. _._._ -- - - -,-9- -_ -- --.._ - _ -- - -- -- ---- 4 s h h, in � • x x z ---x- 57'° x x-:_ ° L x x- --x- - --z �-�'•- - __- --. --_ ..___ - 6\;� __ - __ _ -_. _-- 6f , ___._ "^. - 61' - )- '" _ __ ""_ :. . _ ," _....Its - 0._• 6� 6� J E lX EX 6'FEE B�' l2" BV IX IO"rEE F'' IX / I$ � l EA /2" WATER " l.c I,R * , " FY l2" WATER lyl EX. 0" STM. _ . _ _ In 0 Fh'. !O EA'. f0° TEE O EX 30" STM EX STM MH "ZZ" 15' WATER LI EASEMENT - - - - - - -__ - - --- - - - - 1 - - - EX RIM 6/, L I �, 17 CF 12" DI C'L52 _. . - - - -- - - -- -- - -- -_. - - - - --' - - - 'J9 - - - - _ - - _.- -- - -- - -- - - -- - - .- --- --- - - ---` _. - _ -- �. ' - _EX STM MN 'Y �+ Z EX STM MH "Y Y" lE 53. lrL-IZ `" .- - Eh' SSMIf /2 .__ + SSW--- - „ EX R/M 6/ EX SSW J3 EX RLM 61 28 RFMOVf ni O 900 2" ELBOW (J+ EX 8" SA _ EX 8" SFJ✓ 2 I c+ EX 8 SA - -- ---- if 33.P .._ ---- --- --- - ----- --..... .--- - 6 ___.._ - ..._._..- - - -- 5 tf-OF =- - IV/GONG. BLKG. Z z -E re f.X RAM 61.6i - lE 54.38 W "� o � ---IE SI. Ilt __ _ . - _- _. _ _._ .. . . ._ ..__ - -_ _ __ _ _ _ _ _ IE-57:49t - -- - - __- -__ _ _.__ -_ _- EX_ !2_"_H. - ,n_ - _ (MJxMJ) 90' 12" ELBOW - - - - __71=.. RITG jMJxML) „� I2x1Zy8 TEE (W) '" �i , � � Z^ 198 LF 12' Dl CLo7ha, 120 LI l� O! CL52(MJxMJ) IV CONC. 6I 83 _BLCKG. D,S. I2x12.r8 TEE (MJ) 4, 1)T ; -D.S Tp'. 449MSPOUT, TYI' Dl l0BSAN EASMT.l37 L.F. l2 60 CF l2" DI G'L5261.8J_(J - - TO E INC'REASED TO l5'W 0W. BLKG.NEW 8' NEW 8" 565'-J' `\ - 0 JO LF 6' 0! Nf.N' 8" U / WATER SERVICE WRIER ,SERGI(,I -,500 LF 8" PVC SORJS WA7ER SETiVECL l2x12x8 TEE (MJ) NEW 8' -- 12xl2x8 TEE ('MJ) CL52 -250 LF !Z" Ptt7 � DI CL52 DI CL52 \ @ 0.4,t pl f.C57 W/GONG. BLKG. WRIER SERVICE W/Cy7ryC. 6LKG. IL 8" 5UR35 @ 0.4,3 NEW PMER D. 1. CL52 If_ !2" N 57.7a 59. 10 _ STATION RISER NEW DOUBLE DETECTOR !E 8" E 57.90 CHECK VALVE ASSEMBLY NEW. ADDITION I[I lJl WITHIN NEW VAULT 323,363 S.F. -` --- -- ---- --- - -- - I� LID)(IRIN IG aFnaudG NOTES: A: 7'HIS DRAWING REPLACES WATERLINE INFORMATION C1 LID) FIN. FLlt'. EL. = 66.00 0 ON PREVIOUSLY APPROVED SHEET C-10 B. CONTRACTOR TO FIELD VERIFY I(N,'ATION AND ELEVATIONS 9 PLAN VIEW ----- ----- -- - � � --- _ - - 62 VALVE BOX. . . . . . . G7 SCALE I = cR E2 EX. PA ING II - r. . . . 62 . . . . . ' 60 - - Li l`l (15K . . . . . . . 60 80 . . . J21 LI Dl .W 50 . . . . . . . . G0 d 58 j - 45' l 11P'll (Tl ,1 Mk G,II.L'�J NUN . HIAG. P 53 58 . . . . . . . . . . . . . . . . . . . . EXIST: .70 58 EAlsl. Fo" - � � S7ORM 56 56 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . 56 m r � L',' 1; f1804' (AffC41Ur RESTIO INII' ;01NIS) o 54 . . . . . ,�� . . . . @/ GONG SLAG. (OF 7PLACESJ . . . . . . . . . . . . . 54 54 �ln2CK IV SANOF.L- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 54 12" MIN. CLR. O PACK W/.SAND - EX. 8° _ 52 SAN. .SAN. 07l7 . . . . . . . . . . . . . 52 E.Y. 8" 52 SAN.' SAN. 'SEYIrR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 52 50 50 50 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 DEIAJL 6 @SIR , 1O144 W -- -- ---- - ---- -- UEIAIL C @ STA. 5100 � 45' 12° fLBO{i' W/ GONG. BLKG. HORz. l"- 4' - -- � VER7'. l"= 4' WRZ. I°= 4 ' (MEGALUG JOINTS) (TYP. J PLACES) - VERI. 1°= 4 ' W O 64 d . . . . . . . . . . . . . .�. . . . . . . . . . . . .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 64 __ + + �. o 0 EX. 57 , MH 'Y" Q Q Q U GRADE � ti ti � i 39 ti . . . .. . . . . . . . . . . . . 62 SEE DE T IL B s W 60 @. STA I +44 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . z . . . . . . . . . . . . . . . . . — — . . . . . . . . . . . . . . . . . . SEE DETAIL C 60 N @ STA 5+00 oe 58 � . . . . . . . . . . . . . O _ � / � � 58 / -- NEW 12 " D. I . WAIN � 0 1 56 � I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. . . . . . . . . . . . . . . _ . . .�. . . . : . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . - . . . . . . - - . . . . . . . . . . . . . . . . . . . . . 1 . . I56 . . . . . . . . . . �. = 020 EX. 60 " STORM -- - EX. JO SI"017M --- N - N . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - . . . - 4 U 10 I ZZ Sp J _� _ _ -_ _�= -- — . . . . . . . . . . . . . . . . . _ - - - _ . . . . . . . . . 2 � Q � a EX 8" SS I5 — FAC 00/-90 DATE SEPT. 1990 _ PROFILE _ DRAWN VERT. I'- Z THESE PUNS ARE "APPROVED" FOR CHECKED S . S,W, CONFORMANCE WITH THE CITY OF AUBURN ENGINEEFNNG_DIVISIOhrA REQUIREMENTS JOB NO. 9008- 191 Approved BY. SHEET NO. Date Approved: 10-1 -40 ^ L OF 2 g o D I I S9 18 or- ZZ �. - r:E. 36" CnNC. � TO M.15 X" p. N g$° �� 0B" NI -'�� tih9 'hb ` h9 4EBAR & CAP B.P.S.&E. �? 6p. �� - �� �438 8.� b°� Found Typical ]\` s�� A b. NO CORNEA lrl y, 6 �.- �- a" c s. ' - ro• a °" 't• FOUND OR ' T AIN 'z- _ - srM A�IiC xz• 6 VAL VEs ' . o !` a r� WA TER g / SET Typ. J _ _ �4 h-'f�.{,q I 5ru. M.H. •Y- 9 h't �1.28 ��- .• SrAf M.H. •GG- A -Ed GE OF 4SPHAL T a r-- 1 F'I eo 1,3-J Kam- X x x X ' -- - - - STM. N. •G" O i d DA T UM. at S. •U' ❑❑ �� - -- - 7 a CONC PAC S.S. H. 'El `n B Mf 2'I x- �� Zcx, LF A C1 T Y OF A USURN I TYP 1�'z Z rk sI i-T F�Nc-� BENCH MARK: �°` GRASS SURFACE MONUMENT' I � hob gg . , i ` ���b b�9 f 1N . 61h S T. N.W. & 'C" S T. N.W. 1 I / 6k nsrr'aLr WKSTRUCTIDH SF� nm 11r� I t5 ! CA N 1,# Construct temporary Construction entrance. Q _ 2. Brett filter f abrle. f ence�arilt f� c_ a C.9. IN l PR a EGT o 3. f:onatruet erasion control ponds .ss ah■.ems. Regrade aitt to surcharge designated areas per b�Q ��' approved plan.Sfrr./Inr ,.;..► i�-�IYE7cry75�.�rrraf' L�dP>✓RC�MCrJt.yA�V t f . r _ t 5. Stabilise exposed areas. P5 + `' 0 0 a J o• N� b. Monitor settlement gauges during surcharge. f �" � L r 1 N U 5� ky ��, 7. Remove surcharge and place fill-where noted. I p a f[ 15 S., Construct site improvements. Vi T a -vT�rsrtrrr 1A g� S It 0,2 5% f S ` ?r!i gT� N SF �" to Vl f [ x 0 2 ` 3+'0 5T NY� rrr* $ w 0 . I �+ zh .� r ` ' ° -PAY IV r u N irro ,, ,w n z'�� f I [ - sr ►� •w- g 3 -�k DISTRIBUTION CANTER �.8. �- f J >�ra,�, 3 sr = y 1,5�, s►s NW; 5 1 ICe l C.B. '1" S3 u� r slat y r W � Ch i T n s- ►+ .o, k ' ,,� rsr 5{ T{, sw C V m { 1 �s-F-tT�r z f 1,1 ! -- r 4 �'f 4 5 rH. A H. P' y _ VICINi r MA P 3 •V• MER►DIAW PER f g 1�6 rcl r �A� �°'� rg'° r c a y N r.s ❑ RECORD OF SURVEY I • /`' �°• � b g'x 40'>< { ' = � I ° r , , \ . i ►4 0 KING COUNTY REC. , . r ��' Qum iH A� ,1`� FINISHED FLOOR ELEV: �. f No. 8505109001 I o 0� 5 ' [Z� a /� �' ao � lot FLOOR � 66.19 2nd FLOOR 83.54CL8j 3 1 I:. t OAD►NG DOCK . BB. To HIV. _p b,,. 7 . ,g8� Ari�X yr �.a"�L� I:ECAL DESCRIPTION � � G,-rAr• Z f �' ' fb h ab , I.ot 1 - Auburn Short Plat SP8-79, as recorded, W Ld CENTER I �- f b� .'1 � �*� �P AFp 7904190888, Records of King County, SEC. 12-��-4 Washington, and W R [///+q} LLI V ! W ',� � � IL '' `. Z I.ot 1 - Auburn Short Plat SP4-77, as recorded, � � I Z A14 7703250520- Records -of King County, Washington. U1 Q 1 �� ex.f Q A F. •T, EJ�" MALT 1� 11,E {_ � . _ L v b _ � �8. emu' lt3 !D CI �``` �,� _.1 - •�+ � � G� � . I W Gy���T z > t- r�r-�; tea• by c. ti u sc r r ■ /h fb �.I Fes{ 6 y' — _ '�� INh�L.l�'j 1AL C.tV _� b .% z T T G,-- o ¢yet' �� W �_ r w gum \ . k • I 11 I' f Rr �ir6�0 r.9. LE G EN D �`F SILT F�+-4 cam -'F---,F I�� 2: -�`ria I o 1 9 Z1 Co H I�H G}-�F4 U H IC 1 ? DE5CRJ F-rIO ! N F-W �{I�a i �1• I �� W 1 W 11� d . . . 4`� a 5ra RM 5E�Y FJ� ---ST —�T r � W I 9 t , �' S NITAt7 `.x"waf:k —55 --55 ' f� Ili 18' �o lad 15= 1a /bp 9 ( R r ` I A \ , f0\ 2� r> f IVAT� tv —1v U {� , , � r�' I � � a GP,Tc�l �.i51 u ❑ ❑ � IS3.Cos" I � fad' 5 �. I p {� r►_vo f �� I �- - _ I�+I I ►�• TsIz ' ''� I . bl. bp' �` b�. bk. 1: � � !'I� I{rows.r�r ' + 20 W I $ 3�►r..O '� k"'� Sr �!I-GF-�[ �r 1 AR.N. •� 1�. r.B. �f`� E"71r>&I•!G� i 1 A r- PA1.V I N 'I ��Iac I� 9 va�I.ar--lam �1�I� �� ��.I. -- - -- 6� cam S�vG �I.It w ASPH f. 2 T`rl 6 `� �►• t.AND aGAPI�.fC; �t7�JI��GT otiira � H I� J ry I�r I�r , . a s 6uTL&1.4T A I I _ Z , ,bl 6`f' �`' a +� a 111 /`ti � ,� �! fro 1 6 1a Pp r 5LzVaynaNS r�' *+• I � � .,` ` ` i \ , � f ` •� . .�• .. :bQ E�h b�9 '�? b a 6 p� �'� To 5L� �,� �� f� FARE*yn. UTILi7-r ` ./�� rboID9 14 f g ,• �.\ �'� . f b A c U V o° g ,) I d �u'� 1 I � I�bl Cif E 6 ' 6�h lord- ` b��` �' I C�1 N�EaG Z 1L 1 bd bl'a STREET LIGHT A: LIGHTING VAULT r TYR L1] N 01'27'58"E 453.31 6 bp• fl A �� b0 '� 6 qL sp by. ti /b ►4 \r b 1 A b� 62 A' , - DATE �^ 1'�0"�8 r �k6�k � �'` �,•� lr� 4 ��� • •b4 fr�� {04� � 11 �• , 'J � •� ...fr��-'• ���I 60 h b- V.C. +j w b'I DRAWN S_ . 1/4 CORNER �� ' ' � �� . . �;�-Fro» bo• � , � 1 J.E.S. CONC..16hb� N 8a- oap 44'W w illilljllllllllllllllIIIIIIIIIIIIIIIIIIIIIIillilI , + ;' �� 4LA ' CHECKED SEG: 12-,Z1-4 IN 5. = 54.16 1 4 r FENt'E - f�9 C.S. Qo• 4-f �. d�a1 ,oi `�-- --�-----� z 1 JOB NO N 88° - rra TER _ a�,44' w - ~� --�` -- � ° - VA VES SHEET NO = — 4-1- IN A * Rd b l 89 9 ?2_ i n ✓� • Z • � Z NISTI GRADED OR /DISTURSID SIDE SLOPE B^ o CONSTRUCTION NOTES FILTER FABRIC MATERIAL - TI" : 4" DDMUS 1.) All workmanship and materials shall Condom to the City V Fn / of Auburn's requirements and specifications. m 2.) Standard Specifications shall be 1981 APNA as modified , C� by the City of Auburn. a 3.) A copy of these approved plane _shall be on-site during s STAPIZS OR KIRE _ t•GE construction. m RINGS (IYPICAL) I;o 5 4.) Prior to starting construction, the Contractor shall call m SLO/6 Ta/tu,rLa TOP Of SURCF/ARG(, w I I H Y-0� ONE (I-B00-424-5555) for utility locations (water, Old SA✓.KB FILTER FABRIC MATERIAL z s z z I4 u. Imam 8" U 4�0y1` sanitary sewer, storm sewer, gee, ,power, telephone, and r IZA'AGOA/Fs TOP OF F/LL` MIRAFI ]<0: BIDIM oA EQUNALENr MIRE FABRIC OR EQUALtelevision). Q 2 �6 s0• , 5 ) During construction, contractor shall be required [o J TYPICAL GROSS SECTION Af control on-site storm water runoff by using temporary 0 Q .9 erosion/siltation control procedures. No sediment laden > o II •'P! of water shall be allowed to discharge into the City L� v CUT PA✓EMEIVT TO of Auburn's storm drainage system or ontoadjacent properties, DO s _ STRA/G/!T EDGE EX, oVMT• II LL I •° All - TI 6 ) madecby usingnA.Cf orR 35 PVC GPK manholee to adap Lora, es shall be orapproved z ,~ - 6" MINIMUM w — — - - L ,I VD116T Ol COARSE AGGREGATE, NS l� equal. n,,n TUE Q' F/LTER FgBR/C II r 8 OR Ii' MINUS QUARRY SPACES / n 7 ) incheeafarmSDRy15g lung the shall not exceed 12 feet 6 II I_I I_I II � z° 45 0 _ suAfCHARGE FENCE _ �- --- pips. - - SN/ALE I - JJ.a----- II" a 11------ - II � 8.) Bedding for PVC pipe shall be 5/8 inch minus crushed rock z r 4 inches under to 6 inches minimum over pipe. m U J 9.) Bedding for conece[e aid ductile iron Pipe shall be 5/8 m inch minus crushed rock, 6 inches under to 6 inches , : 4" DOUGLAS FIR AT 4' D.C. BURY BDITnH OF IILSER FABRIC !')I� 0 z I" NO 1 CEASE OR EQUAL MATERIAL ON 6" s 6" TRENCR - �'B minimum over the pipe. m E�EvnnoN - - 10.) All pipe crunch backfill material shall be Class "A" Bank A� Run Gravel, modified by the City of Auburn. i - 11.) Pipe Trench ➢ackfill Material within the right-of-way ; shall be 5/8 inch minus crushed rock. 0, 12 SURCHARGE a EDGE OF PAVEMENT FILTER FABRIC FENCE / SILT FENCE GRAVEL CONSTRUCTION ENTRANCE .> During C shall kn all City streets adjacent to this be pra]ect shall be kept clean of all material deposits resulting from on-site construction, as directed by the City. Q NN 3 LW Z W W 3 QUF W Z w I 0 cr cr o[=+FICE; �Np � � I in = a=r. JJ r—Ny O 1� POI-ice �L... G2.O Q I.L N g��AaJG 4cEM WL I O- r' sk hT'v 8lplt�E 1 MAX WATER LEVEL GRADE ♦_^ *T NNEGT_ e9m -NTO IOZ.O I F��c•� .'��P' I v' E:x IsrlNc M.H. W_r�ie µl (02. ri I. \ 0 Lr 3 7 -lA•T�� -1 I -I 11- I �I —I _ — �— o a 10" MIN II — rl FmL a l % - ♦1e _i_ ` 5�,0o I s6.5 y ����. cK-2� E !IV DITCH DETAIL 05 0 I.�. N.T.S. Z J Z DETENTION POND DRAIN DETAIL la— �- W U O 13 N S3 DN' . 1.1 I Y N Z O N � w v n L Y E Q DATE �ah1 DRAWN pL`� =APPROVEDORKS CHECKED rIL NTMENT JOB NOMDIewe, SHEET NO �o D 1189 20 of 2Z GJr i 0 6oI ---- -- - - - -- -- - - - -- - -- - - - - 6o a 00 S E C T/ ON A - A z 5CALE /"= 60' NORIZ. = a' 5 ' VERT• Q � b ❑�ram _ N Z Z O Z Z - c x EAST 3 80 FuTU�� FI�bi�6 ao�iTloJ — BO p 14 0 ,�i IGEG p 75 pefH�� �xisr � � > 6 0� 75 � W � VI 70 � W 70 Q U w (n Z m — � Z F— U) (00 / J --- - — - - - - 60 i m 55 ° a 55 s E c riow SCALE /" 60' t/oR/z. (n w Z UzU U) _ � tLtL. Co U) F�� k3Ult_K�ii-IG AFx ITIOH (n 80 60- - - - 75 J � ELEd "�4� 1r- S�IeGF-kf'.Ir_bE �� STI ti16 �p.bE I N �5 � g - r— - -- -- -- - I - �1W_6 � - = \70 - - - -- — -- 70 111a -rTH - - -- z _- - - -- - - �� a 0 60 I 4� 55 � - - - - - - - -- DATE -I,,H /8=I DRAWN SECT/ O " C - C r•0, i� APPROVED p R O:PA E 0 CHECKED SCALE / Go, NOR/L. �TY OF AUAUBURN !J•L • VERT ERING DTMENT. J08 NO 890/-008 z _ g SHEET NO 1��^"� ��"A' ��- 3 of 4 90 D 1189 21 0� 2Z W� WE5r (=UTUfcE—:: EAST. Ot _Q SHpzr,F=- IL I��T p,Te q 70 I i 1 HPTH t z 1 70 O \ D m E Gv °� 3 r N - z I / 2 60 I W _o l: Z ; l I 55 - - - - - 55 c c SECT / ON D - D g 3 SCALE. : /"= 60' ,voa/z. /� • 5 ' VERT. Q LLEI I Ld W Z Q U F U) Z w I O IU) r 75 75 Z = - - a 70 �1 70 Q z Esr t. -- - - - - -- — 0 n- ' m W 'a 60 �o LU _ O Q 55 I I 55 U � z2 - - - - - - U - - - L —OB _ (n SECT/ Ow E - E � � J SCALE: /'- G0 ' s/o.qz17-. O /" • 5' VERT i N WEST �. x r EA5T � z -2o 6.5 a N > F9�T F=uN - ----_..roo — _ . . . - Coo �1 55 I 55 DAfE -- _- DRAWN S�'C T/ON F-F SECT / OM - G �/ CHECKED SECT/ON N— r7 APPROVED cECKeDuL SCALE / "= le0 ' HDR/Z. SCAL.E /"- (v0' No.Q/Z. �3 qEPI. OF P.V UC JOB NO / S ' ✓ERT. $CAGE / GO'HOK2. OIT`( OE AUBURN 090�_0OB i $ VERT. ENGINEERlNO DEPARTMENS uVAT Z 4 lO eq, SHEET NO PP 4 APPROVED �'-� OF Q 608 90b /I89 zz of zz