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HomeMy WebLinkAbout05D1852CALL BEFORE YOU DIGS 1-800-424-5555 GENERAL PLAN NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF ALIBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," 1998 OR LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE STANDARD CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. LEGEND: EXISTING GAS_ _ __.._ ..._... G _.......... _I ........... ............. .._- STORM DRAINAGE - - - - _ SD- WATER _..________W W ________._, W_ SS SANITARY SEWER - OVERHEAD POWER . P/0- )-�•-•••••••••••••••••- .t UNDERGROUND POWER ....... ..... ASPHALT PAVEMENT CONCRETE SIDEWALK GROUND SPOT ELEVATION * t CONTOURS JUNCTION BOX LUMINAIRE UTILITY CONFLICT NOTE: CAUTION: PROPOSED THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. �32.7 / ( -' 5 P(OH) 10(ur.) MR ' f ` 4V EMERALD CORPORATE PARK A PORTION OF THE S.W. 1/4, SEC. 31, TWP. 22 N., RGE. 5 E., AND THE N.W.1/4 OF SEC. 61 TwP. 21 N., RGE. 5E., W.M. i I_I--- - I COf4MUCTION SEOUENCE: 1. SCHEDULE AND ATTEND PRE-CONSTRUC ON MEETING WITH CITY OF AUBURN OFFICIALS. 2. FLAG ALL CLEARING AND GRADING LIMITS FOR PROJECT AS SHOWN ON THE PLANS. 3. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE WITH TIRE WASH PAN AS SHOWN. 4. INSTALL TEMPORARY FILTER FABRIC FENCE AS SHOWN ON PLANS. 5. CONSTRUCT INTERCEPTOR DITCHES WHERE SHOWN. 6. INSTALL TEMPORARY STORM DRAINAGE PIPES. PROVIDE RIP RAP AT OUTLET AND INLET WITH SEDIMENTATION PROTECTION. 7. INSTALL HAYBALES AND FILTER FABRIC AS SHOWN ON PLANS. 8. TIME LIMIT APPLIES TO ANY WORK PERFORMED IN THE CITY OF AUBURN ROW. CONTRACTOR TO NOTE COORDINATE WITH CITY OFFICIAL FOR TIMING OF ANY CONSTRUCTION WITHIN ROW. 9. PROTECT ALL PROPERTIES ADJACENT TO THE PROJECT FROM SEDIMENT DEP )SITION. FOR PLACEMENT AND COMPACTION 10. NO RUNOFF IS TO LEAVE SITE WITHOUT TREATMENT. OF FILL MATERIAL REFER TO 11. CLEAR AND GRADE SITE AMEND E.S.C. FACILITIES AS REQUIRED. GEOTECHNICAL REPORT DATED 12. WHEREVER CONSTRUCTION VEHICLES ACCESS ROUTE CROSSES PAVED ROADS, CARE MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) ONTO THE PAVED ROAD. IF SEDIMENT 6/26/98 BY TERRA ASSOCIATES IS TRANSPORTED ONTO PAVED SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE INCORPORATE THIS REPORT END OF EACH DAY. 13. WITH EACH LAYER OF FILL MATERIAL, INTERCEPTOR DITCHES AND T.E.S.C. FACILITIES MUST BE INTO THE PROJECT. GRADED AND MAINTAINED TO PROVIDE POSITIVE SLOPE FOR DRAINAGE TO POND. 14. ALL WATER DISCHARGE DEVICES USED DURING CONSTRUCTION SHALL DISCHARGE INTO THE SEDIMENT POND. 15. ALL DISTURBED AREAS AND EXISTING DITCHES WHICH HAVE BEEN EFFECTED BY GRADING OPERATION SHALL BE HYDROSEEDED UPON COMPLETION OF GRADING ACTIVITIES AND IN ACCORDANCE WITH GRADING AND TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES. EARTHWORK_ 16. CONTINUOUS MAINTENANCE AND UPGRADE OF T.E.S.C. MEASURES, INCLUDING DUST CONTROL, SHALL BE PROVIDED AFTER FILL OPERATIONS ARE COMPLETED. FILL = 50,000 CY 17. INSTALL UTILITIES PER APPROVED PLANS. 18. PROVIDE CATCH BASIN PROTECTION ON ALL NEW INSTALLED CATCH BASINS. EXCAVATION = 0 CY 19. REMOVE TEMPORARY EROSION CONTROL MEASURES. 20. FINE GRADE SITE AND PREPARE FOR PAVEMENT. 21. COORDINATE BUILDING CONSTRUCTION WITH SITE WORK CONTRACTOR. 22. FINALIZE UTILITY AND PAVING CONSTRUCTION AND CLEAN ALL UTILITIES AS REQUIRED. 23. INSTALL LANDSCAPE AND LIGHTING FIXTURE FOR THE SITE. 24. MAINTAIN E.S.C. FACILITIES UNTIL ALL RISK OF EROSION/SEDAENTATION DRAINAGE HAS PASSED AND PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT -LADEN WATER INTO STORM DRAINAGE SYSTEM. TEMPORARY EROSION & SEDIMENTATION CONTROL FACILITIES CAN REMOVED ONLY UPON FINAL SITE STABILIZATION AND APPROVAL FROM CITY OFFICIAL. 25. COMPLETE INSPECTION/ PUNCHLIST 67 4 p� 55 PROJECT c i LOCA nON Uj j 40TH ST URE w 37TH ST 37TH ST NE NE o W z w z Z �_- O mz W U Q 0 z zo AUBURN MUNICIPAL z AIRPORT J a' m VICINITY MAP DEVELOPER/OWNER: Auburn Industrial Associates 1560 - 140th Avenue NE, #100 Bellevue, WA 98005 (206) 747-1726 ZONING: EXISTING ZONING: M-1 PROPOSED ZONING: M-1 DATUM: CITY OF AUBURN B.M.: TOP OF MON. IN CASE AT INT'X OF "C" ST. N.E. & 37TH ST. N.E. LEGAL DESCRIPTION: A PARCEL OF LAND LYING WITHIN THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 31, TOWNSHIP 22 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN, AND ALSO LYING WITHIN THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 21 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN, BOTH IN THE CITY OF AUBURN, KING COUNTY, WASHINGTON, COMPRISING LOTS 4 THROUGH 6 OF THE PLAT OF EMERALD CORPORATE PARK, AS RECORDED IN VOLUME 187 OF PLATS AT PAGES 45 THROUGH 51, RECORDS OF KING COUNTY, WASHINGTON, THE BOUNDARIES OF WHICH ARE MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF LOT 4 OF THE ABOVE -REFERENCED PLAT; THENCE NORTH 89' 05' 50" EAST ALONG THE NORTH LINE THEREOF 343.15 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHWEST WHOSE RADIUS IS 25.00 FEET; THENCE EASTERLY AND SOUTHERLY ALONG THE NORTHEASTERLY LINE OF LOT 4 ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90' 07' 38" A DISTANCE OF 39.33 FEET; THENCE SOUTH 00' 46' 32" EAST ALONG THE EASTERLY LINES OF ABOVE -REFERENCED LOTS 4 THROUGH 6, 708.54 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE EAST WHOSE RADIUS IS 499.02 FEET; THENCE SOUTHERLY ALONG THE ARC OF THE CURVE, WHICH IS ALSO THE EAST LINE OF LOT 6, THROUGH A CENTRAL ANGLE OF 13' 32' 51 " A DISTANCE OF 117.99 FEET; THENCE CONTINUING ALONG THE EAST LINE OF LOT 6, SOUTH 14' 19' 23" EAST, 198.35 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE WEST WHOSE RADIUS IS 420.00 FEET; THENCE SOUTHERLY ALONG THE ARC OF THE CURVE, WHICH IS ALSO THE EAST LINE OF LOT 6, THROUGH A CENTRAL ANGLE OF 13' 34' 45" A DISTANCE OF 99.54 FEET; THENCE CONTINUING ALONG THE EAST LINE OF LOT 6, SOUTH 00' 44' 38" EAST, 1.93 FEET TO THE SOUTHEAST CORNER OF LOT 6; THENCE SOUTH 89' 15' 59" WEST, 440.95 FEET TO THE SOUTHWEST CORNER OF LOT 6, SAID POINT ALSO BEING ON THE WEST LINE OF THE ABOVE -REFERENCED NORTHWEST QUARTER OF THE NORTHWEST QUARTER; THENCE NORTH 00' 49' 29" WEST ALONG THE WEST LINE OF THE ABOVE -REFERENCED LOTS 5 AND 6, 715.43 FEET TO AN ANGLE POINT IN THE WEST LINE OF LOT 5, SAID ANGLE POINT BEING THE NORTHWEST CORNER OF THE SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER; THENCE NORTH 00' 35' 53" WEST ALONG THE WEST LINES OF LOTS 4 AND 5, ALSO BEING THE WEST LINE OF THE ABOVE -REFERENCED SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER, 427.29 FEET TO THE POINT OF BEGINNING. INDEX TO SHEETS: C1 OF 5 COVER SHEET C2 OF 5 GRADING AND STORM DRAINAGE PLAN-BLDG D C3 OF 5 WATER AND SANITARY SEWER PLAN-BLDG D C4 OF 5 DETAILS, NOTES AND CROSS STIONS C5 OF 5 OVERALL UTILITY HORIZONTAL CONTROL PLAN w _w c E E � .y Qrf o✓ > AL z z of i 1 D_' ICY_■�■ m m _ QQ W oW 0 0 _ _ C= Z C. w 0o J W LJ CL o�ol L Q Q Lai U W _= m N .- 6 z SEP 0063-97 SEP 0084-90 �� Y. B Record Drawing Certification PROJECT REF: FAC10014-97 F�/6/Q9 WA / These drawings conform to the Contractors construction records. These plans are approved for conformance with the City of Auburn s Engineering Division requirements. ?� N By Date , Title/Position PP y QA_0U_11M00__-� � ...� Approved B :< i S Ss/G� DNAL EN Confirmed by Clty. Date Date Approved. ZZA��� S O 00 0) � � Z W r Z Z a:W = CO 0 0) !Q d Lo Cq � Q 0 Z r r MWM sL O U_ 0 O N C IN U Q (0 N II N z _ > rn v c rn .D N1 N o a U Q 0 V) Ld Zry O z� cwn LLJ o_ X Q o;5 Zw z Ld Li g Qr-) N cal C:)c l 00 Z O af ��� ww �I Q Z ,-"� C.Dz w L0 T 00 LLJ ry � U (V) L n I= z -0 W Ln Fife: P:\SDSKPRQI�61.22\ENGINEERING\6122201.DWG Date/Time: 07/14/1999 1 1:22 Scale: 1=200 jason Xrefs: Z6122S,Z61222B, OCID /49ITi4k V 1 0 RIP RAP PAD FIELD ADJUST INVERT ` TO THE LOW POINT �8, 3 E 50.7 50.2 r I \' r "] 49 " 62 LF 12 ;5 t > CPEP SD @ 4.8% t. f { I I I'd 8 5 55 :H i v � r. � � f r CB#1 �1 <7 1^ 1 Ya I �r I C yi V, M r 7777-, 86 LF , 3 CPEP SD @ 0.25% S.D.C.O. 8 ' PVC SD 0 @ .0% MIN, L 50.5 82 LF 18 � CPEP SD @ 0.25% 7 A C4 50.0 50. D 78 LF 18`,,' CPEP SD @ 0,25% 'U 79 LF 18- CPEP SD @ 0.25% 50.5 D.S. ! 8" PVC ROOF DRAIN TIGHTLINE SYSTEM @ ,-S.D.C.O. 1.0% MIN. (TYP.) d D.S. -8" PVC SD @ 1.0% MIN. k 1 ff 8 PVC SD ff 52.0 @ 1.0% MIN. I� 0. 50.3 , 50.7 58 LF 18 CPEP ` A SD @ 20 l 0.25% _ z - A 46 j. ` EX 18" 0AP- 4 IE=42- 7 EX I. 2� ';; EX"., 18 STUB-WEST"- _,� _ �. A= 5'58'48" A= 738'24"' r R = 480.00' R = 480.00' 64.01' L CATCH BASIN DATA: CB#1, TYPE 2-48" ►-�3 RIM=50.2 CB#6, TYPE 1 RIM=46.9 -1-S3 CB#11, TYPE 2-48" RIM=50.0 - L$ 3'19 IE=41.09 (IN,OUT) IE=43.98 (IN,OUT) IE=43.13 (IN,OUT) CB#2, TYPE 2-48" CB#7, TYPE 1 CB#12, TYPE 2-48" L.53�`1'.;0 RIM=50.5 RIM=46.9 LS-j44 RIM=49.4 4_SW IE=41.69 (IN,OUT) IE=44.40 IE=43.35 (IN,OUT) CB#3, TYPE 2-48" CB#8A, TYPE 2-48" CB#13, TYPE 1 t-S '!H 0 4 IEM42.029 (IN,OUT) EIM42.37 (IN,MM EIM43.85 (tN,DUT) CB#4, TYPE 1 CB#8B, TY2- " CB#14, TYPE 1 Lc,3�{I RIM=46.9 RIM=50.0- �iV RIM=46.9 '_S354 IE=43.12 (IN,OUT) IE=42.52 (IN,OUT) IE=44.06 (IN,OUT) CB#5, TYPE 1 CB#9, TYPE 2-48" CB#15, TYPE 1 RIM=46.9 IE=43.55 (IN,OUT) RIM=50.0 - L` ... ;y IE=42.72 (IN,01UT) RIM=46.9 5 W 3 IE=44.27 (IN,OUT) CB#10, TYPE 2-48" CB#16, TYPE 1 RIM=50.0 -LC. 6 RIM=46.9 _i_s35y IE=4: (IN,O't IE=44.48 "' GRADING AND STORM DRAINAGE PLAN PORTION OF SW 1/4 SEC. 31, TWP. 22 N., RGE. 5 E., AND NW 1/4 SEC. 5, TWP. 21 N., RGE. 5 E., W.M. ' 4� _ �I II �'' �� III �� ;�' • �S-'� jvj( .. .:..... .; 1 u { Y f. t.: 4 J I ? �v �i Y Y 2 l "F {i H N ; A y a I r I r h o3 s. b f'. Y { r } IzJ S. 1.2 r ' K Y a U Y„ ` 52.0 : 1 1 D.S. D.S. D.S. D.S. D.S. S.D.C.O. 8" PVC SD @ 1.0% MIN. 8" PVC ROOF DRAIN TIGHTLINE SYSTEM @ 1.0% MIN. (TYP.) PROPOSED BUILDING 'D' 8" PVC ROOF DRAIN- TIGHTLINE SYSTEM @ 1.0% MIN. (TYP.) S.D.C.O. D. IS 12" PVC SD----_,52.0 ® 1.0% MIN FF=52.0 , \............. fix. 2l s s ........... 7 �,.--- , __..�.-• _max _ , EX CB 16 240.74' e. RIM;�48.41 j 0 1 3036" IE=45.41 C STR = '� R = 439.02' f L = 103.54' KEYNOTES: O WARP ASPHALT 1' VERTICALLY O MAINTAIN 2% MAX. SLOPE IN BARRIER FREE (HANDICAP) ACCESS AREAS. 03 ALL SIDE SLOPES ADJACENT TO PROPERTY LINE VARIES. CONTRACTOR TO GRADE FROM EDGE OF PAVEMENT TO PROPERTY LINE AT A UNIFORM SLOPE @ 2:1 MAX. 0 30' COMMERCIAL DRIVEWAY TYPE "C" PER C.O. AUBURN STD, DTL. STDW-1 C AND STDW-3 O 32' COMMERCIAL DRIVEWAY TYPE "C" PER C.O. AUBURN STD. DTL. STDW-1C AND STDW-3 ©WARP ASPHALT 6 INCHES VERTICALLY O7 NEW FORMED IN -PLACE CONC. CURBING ALONG ENTIRE SOUTH PROPERTY LINE FOR STORM CONVEYANCE. SEE DETAIL SHEET C4. ® CONTRACTOR TO GRADE TO EXISTING ADJACENT SITE ELEVATIONS AND PREVENT LOW SPOTS BETWEEN SITES 8" PVC SD - @ 1.0% MIN. �I II r� ' !I - t II% rrlk f I .D.C.O. 52.0 12" PVC SD 52. ,.,Q 1.0% MIN. A.. k E _ 468.31....... 1 X: Co 10 RIM=49:10 L40tmw KEN IE=46.10 ��`� i STANDARD DETAILS: 1. ALL STORM AND SEWER CLEANOUTS SHALL BE IN ACCORDANCE WITH CITY OF AUBURN STANDARD DETAIL SSCO-1. 5 EX. rEX. 8" PVC ROOF DRAIN----' TIGHTLINE SYSTEM @ 1.0% MIN. (TYP.) D.S li �t 50.8' 51. p.S. `2 n c D.S. ,°` 51.2 ODIp e �_ _15"'ISTU K. 12" D.L W EX. CB 7 TO BE REPLACED BY TYPE 2-48" RIM=49,96 IE=40.60 (15" STUB WEST) 0= 89'52'12" R = 25.00' L = 39.21' I I II I w I III Z m I � I W35,S"3" 1033.06' O 4 CL I \ \ w 1 \ \ \ • I I , I I \ I ` \\ in I f A I I � I I 1 � I IOa , B 0 m 0 I g ! I >a i \ (n z . .�, I; I E +I � I -�-• �'� �- .~_ - '."'".gym, 1 ;o E- STORM DRAINAGE TRA Y p _ , ; I 3 CELL WET/DETENTION POND; ' SEE STREET IMPROVEMENT PLANS FOR DETENTION POND ENLARGEMENT d , SECTIONS DETAILS AND CALCULATIONS 1..........:.............................._.......................t._. - - i I I ............. � • ....................... - - - _......... ..- _ 4.....,..a ._.._ _.. I I I I fl d f � 1 I I t I WEST 3 I r'' z I II ;1 I j� II 1 f W ,le�I W 3 t III BUILDINGH 00 I t�l I p j � Z I .r aa� I N i SEP#0063-97 SEP#0084-90 Record Drawing Certification PROJECT REF: FACIO 014-97 71le-Ij9� y These plans are approved for conformance with the C"'y of These drawings conform to the Contractor's construction records. Auburn's Engineering Division requirements. By Date Title/Position Approved By. Confirmed by Clty. Dote Date Approved: �11G1 9 S In O q:T CV O W W z W -oa a� 0 Z)(dJ Q z z W j Z) Q LLI MI- ILD O = > W J 4- O J O W IM O U_ 6 Q o ° Q L0 II z C �° O > zlm ) o L_ 0. 0 U 4 V) = c� U zre o gN w x �� z Q �w LLJ C, L` z Q n C'1I N (z) N 00 � � 0 CID N I- Z > p� co 00 E z I I ww 3 un Ln Z w T) L0 Yu�s U00 LLJ (V) 4'pb'S a�v> 2 L� z w c'Jv pptJ I` N -0 z 0 W tr 327 2 .5 P:4 J\6122 tP 14 1999 1 1:23 Scale: 1= 0 joson Xrefs: Z6122-S,Z612228, N • W, h :1 WATER ANC SANITARY SEWER PLAN PO"ON OF SW 1/4 SEC. 31, TWIIP. 22 N., RGE. 5 E., AND NW 1/4 SEC. 5, TiWP. 21 N., RGE. 5 E., W.M. I - EX. 15' WIDE WATER ESMT. , RECORDING No. 8308111034 ' I' „ EX. 12 W I EXISTING 12" WATER MAIN SHOWN IS I `I APPROXIMATE. CONTRACTOR MUST FIELD r ' ' INSTALL: --. INSTALL: E VERIFY HORIZONTAL AND VERTICAL LOCATION I I ! ) ,f , r ` INSTALL: 1-12 GAT VALVE MJxFL I �1' -12 x6...._TEE .MJxF ._�� , , OF EXISTING WATER MAIN AND PROVIDE 1 : ! r ` 1-12 x6 TEE MJxFL `- 1-12 x�'7 TEE (FLxMJxFL) I ` �r _ - - ' 1-6" GATE VALVE FLxMJ ( t t I E ! ' NECESSARY FITTINGS TO CONNECT NEW 12 WATER MAIN. THE CONNECTION MUST � ff % i f ! „ 1-6 GATE VALVE (FLxMJ) INSTALL 1--&�-SATE VALVE (FLxMJ) 10 LF 6" DI EXTENSION ~ I �-S 10 LF 6" DI EXTENSION FIRE HYDRANT ASS'Y o.. ' E BE IN LINE BENDS WILL NOT BE ALLOWED. +a 1 j t' ! r { {.fry': l fit 10 LF 6" DI EXTENSION 1-FIRE HYDRANT ASS Y ..-- BEND - 1-FIRE HYDRANT ASSY ,R„y I r}�, C6 THRUST BLOCKING `; ;.`t NOTIFY ENGINEER OF ANY DISCREPANCIES. i:,: a i , r'f CONC. THRUST BLOCKING CONC BLOCKING -- CONC. THRUST BLOCKING I S OG'� 25 E 715.43 _ 40 �� LFf 12 D.I. W/ , I' ............... ,. . mi i .............. .a I 123 F 1T I. W -- 361 LF 12 DJ W?i `-- '�I. W 339J LF 12 D.I. W 1 .I° W — T• INSTALL: �� 15 WATER EASEMENT 1-12 VALVES FLxMJxFL _. f i ILGATE 1-12" ATE VALVE MJxFL) rL_ In.. y I I �`x� .,,. ' CONC. THRUST BLOCKING I I a w� T O E J to O 00 N f z — W 15' WATER I' EASEMENT j I I �m 1 tr 1 f `} INSTALL � f � ' 7 WATER/STORM , r TOP=43.91 18 IE-45.75 (12" I ( Itr $r EX. 12" S.S...�...', EX. SSMH#309-48 RIM=49.31 IE=40.39 8" IE=40.39 12,:' IE=40.29 -1'2" S� 0 = 5'58'4 R = 480.00' L = 50.13' 1-12 x6 TEE MJxFL 1-6" GATE VALVE (FLxMJ) 10 LF 6" DI EXTENSION 1-FIRE HYDRANT ASS'Y CONC. THRUST BLOCKING INSTAL: IE=44.0 1-11j' BEND (MJ) WATER CONC. THRUST BLOCKING EASEMENT ` EA F 1 54t L 2 _ D.I. W— - ....... EX. 12" S.S............ W _. ._ _........ >. SSCO _ ..,- ................. ............. LA. L" B RIM=51.9 7 EX. 12" D.I. W IE-43 5 -- - - ___... woo- 5 ­6 AY-15S �Y -��� " '' 240.74'. 1i 5 ® 04: .,... EX. SSMH RIM=49.54 - 309 49 ) {E=41.36 �12: N)IE=41.26 A = 13'30'36" 12S r - \ R = 439.02' FIELD VERIFY HORIZONTAL AND f L = 103.54' VERTICAL LOCATION OF EX. 12" SEWERj FIELD VERIFY HORIZONTAL AND MAIN; CONNECT EX. 12" SEWER MAIN' TO VERTICAL LOCATION OF EX. SEWER PROPOSED 6" S.S. WITH A 12"x6" TEE; - FIELD VERIFY HORIZONTAL AND STUB; CONNECT EX. SEWER STUB TO NOTIFY ENGINEER OF ANY DISCREPANCIES VERTICAL LOCATIow-6_F EX. WATER PROPOSED 6 S.S.; NOTIFY ENGINEER STUB; REMOVE, tX. BLOW -OFF OF ANY DISCREPANCIES ASS IY.-AND"CONC. THRUST BLOCKING AND"CONNECT NEW 12" D.I. W A = T38'24" R = 480.00' L = 64.01' STANDARD DETAILS: 1. ALL STORM AND SEWER CLEANOUTS SHALL BE IN ACCORDANCE WITH CITY OF AUBURN STANDARD DETAIL SSCO-1. 2. ALL CONC. THRUST BLOCKING SHALL BE IN ACCORDANCE WITH CITY OF AUBURN STANDARD DETAIL WABL-1. 3. ALL FIRE HYDRANTS SHALL BE IN ACCORDANCE WITH CITY OF AUBURN STANDARD DETAIL WAFH-1. 4. DOMESTICE WATER METER AND SERVICE LINE SHALL BE IN ACCORDANCE WITH CITY OF AUBURN STANDARD DETAIL WASM-2. PROPOSED BUILDING 'D' FF=52.0 INSTALL: 1-2 DOMESTIC WATER SERVICE W/1 z" WATER METER BY CITY PER C.O.A. STD. DETAIL WASM-2) -10" FIRELINE * _......... C STR EX. SSMH#209-48 RIM=49.69 E• IE=42.41 (12 N) R IE=42.31 12 S IE IE © i Vi d l i Ir 1209-49 SSCOf 8 RIM=51.9 t (12" N) IE=44.0 r 12" S ' 45 LF 6" S.S. ® 2% MIN. r �•-.-.- ry • n" n n ET.E.FIELD VERIFY HORIZONTAL AND NVERTICAL LOCATION OF EX. SSMH#209-49; WET TAP EX. 12" D.I. WATER CONNECT PROPOSED 6" S.S. TO EX. MAIN USING: SSMH#209-49; NOTIFY ENGINEER OF DISCREPANCIES �. 1-12 x10' TAPPING TEE xFL ` 1-10" TAPPING GATE VALVE` FLxMJ) CONC. THRUST BLOCKING; CONTRACTOR TO FIELD VERIFY VERTICAL i AND HORIZONTAL LOCATION OF EX. 12"`''-•_ ' D.I. WATER MAIN r NOTE: 1. A FIRE SPRINKLER LINE REQUIRES A SEPERATE DETAILED PLAN AND APPROVAL BY THE FIRE MARSHALL. CONTACT FIRE DEPARTMENT FOR REQUIREMENTS. �............... ................ b.'.. A= 89'52'12" R = 25.00' L = 39.21' I , E I ' E I' I MlSTALL- I I ' 6QI�IC. THRI --- - S W N:% I I � LOCKING 1033.06' r a TAPPF\ ` . TAPPING GATE V ��\\T\\\\T RETE THRUST aG; I CA VEfi�Y VERTK:AL kAND, R-._M-ITT- -^ rA OAF EX. 12 ' i + i.............,.......,.................................................................... aI ............ _....................... —. . . I I f .. EE ''I t i . ;• a.._.. — ._.. _........... _ .,.. — ..... _a„ice, r,•e;,.;.. - ^•`''.9.�- _.. 510 ...... W ............... _ E SEP 0063-97 SEP 0084-90 Record Drawing Certification PRC"T REF- FAC 0014-97 %11GIJO These plans are approved for conformance with the City of These drawings conform to the Contrcctor's construction records. Auburn s Engineering Division requirements. By Date Title/Position Aporoved By—�"riw-', Confirmed by Clty. Date Date Approved.• K. E W r� w_ w_ C .y of o- > a� z z Of o CL U C7 w W hio �j ail of W m m a ao CL Q Q Y U W 2 = F P- Co rn (0 `D 0 � N C 3 N •- Z 0 o ui o o 2 Q N II Z `o > Q o rnl N N C Y O 3 U 0 0 ( k c° V) z> zIr zW V) g u' x o� Z Q z w w N g z Q rr N N C) N 00 c.a Q Z_ — � CD 00 W Z N I I ww <C .— Z :Lr) L0 CD z ('-I N z — �,.. r . w N J > 00 LJ d` ONE Sa 2 z ua 2 t> GQ KS2 671 0/SENA L F �� E N .. 3 0(- $ File: P:\SDSKPROJ\6122 NGINEERING\61222WS1.DWG Date/Time: 05 21/1999 13:56 Scale: 1=50 jason X 61 22-S,Z61222B, wA.M.011k •A'Am DETAILS, CROSS SECTIONS AND NOTES I - Wr- ofOf *> 0 zaW ZDZD of IY mm a a w w 00 i>-- i>-- U U W W w w o_ 0- 0 0 L Lo E� � W W MR L. Y Y a 0 p a a rn rnrn a) � ., c2 v ........... , ........... . ........... . ........... :........... . ........... ............:...........:...........:...........:........... . GENERAL CONI!!G'71111�10t� ' WATER MAIN CONSTRUCTION NOTES N ; . . . . . . . . . . , j . . . . . . ... . . . : . . . . . . . . . . . : . . . . . . . . . ; . . . . . . . . . . . . . . .. . . . . . ; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ; . . . . . . . . . . . . . . . . . . . : ! . . . . . . . . . . ! . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . " ' " ' " " " " " " " ` .. ' .......... ' " " ' " ' " " " ' " " " " ' SHALL CONFORM TO THE CITY OF AUBURN'S CT ACCEPTANCE REFER TO THE `V z° : . ,OSED B 1. ALL WORKMANSHIP AND MATERIALS 16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJE 1. PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETING ANSI SPECIFICATIONS A-21.51 ..... ; ...... ............ : ........... : .. . ..... ....: . ........ :.... ....... .............:..............................:..............................:. .....:..........................................................:.. �................:............................ �> 5 . I POSE=D . • • _ . . _ _ ... :. • . , , . , , , ... , ..."55 REQUIREMENTS AND SPECIFICATIONS. CITY S RECORD CONSTRUCTION DRAWINGS REQUIREMENT. OF LATEST REVISIONS AND SHALL BE THICKNESS CLASS 52. PIPE SHALL BE CEMENT -LINED, GRADE _0 . • � • • • ; • • • ...... • :...... IN ACCORDANCE WITH ANSI SPECIE : • . • • • • ......... U ... ... .. '. SPECIFICATION A-21.4 OF LATEST REVISION. ........... ; ........... : ::::SE'CT►ON ... :..... ... o ........... S OF WITH BRICK ; ....... I ... ; ..... ... ; ........... • ........... : ........... ... ; ..... :.: ........... 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATION 17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT MAXIMUM ADJUSTMENT : ........... : .....�.... ........... ; ....... .I.I..; . BLDG. FF=52.0..... ; ........... .... ....... ...I...I... : w, . • , ..... • ; , , , , , , , ; ; ,,, ; , , THE 'WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT/APWA) STANDARD OF RIMS AND CASTINGS SHALL BE 14 INCHES WITHOUT ADDING NEW SECTIONS. 2. ALL PUBLIC WATER MAINS SHALL HAVE A MINIMUM COVER OF 42 INCHES. . 0, .. ............: ................. ::::: . ...... C STREET N:E. ,� : . . , .. IONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION LATEST EDITION, ... :..i R01�'SED .:............ .......... :........ ..:...........:...... .. RIGHTS -OF -WAY .............................................PROPOSED ..................... EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS 18. ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS OF WAY OR EASEMENTS 3. ALL VALVES FOR WATER MAINS SHALL BE RESILIENT WEDGE GATE VALVES FOR 12 INCH ............................:. .......... ASPHALT ......... ... O ..... ..... • • • • • • TF ........ 1 . ...........:...:::..:.. ......GRADE AND DEVELOPMENT PROJECT SPECIFICATIONS. SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CITY'S STANDARD AND SMALLER. BUTTERFLY VALVES SHALL BE USED WHEN OVER 12 INCHES. PAVEMENT.: ; : ; ::SEG17QN :: qp,1 ..... • , . ADJUSTMENT DETAIL N0. STFG-1. ALL UTILITY CASTINGS OUTSIDE OF PAVED AREAS . : ........... : .. SLOf?E.... ; , ......... PROPOSED.... ; ; !' a ' .... I � � : : W�IES' ' ' ' ' ' ROADWAY PER' 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF AUBURN STANDARD SHALL BE INSTALLED WITH A CONCRETE COLLAR AROUND THEM. 4. JOINTS, EXCEPT WHERE OTHERWISE REQUIRED OR SHOWN ON THE DRAWINGS, SHALL BE ']�..' - - - - - : ' :-: -' ' -' ( CONSTRUCTION NOTES, DETAILS, AND SPECIFICATIONS AVAILABLE AT THE JOB SITE EITHER MECHANICAL -BOLTED TYPE, OR PUSH -ON RUBBER RING GASKET TYPE CONFORMING ,......... ..I ....... ........... ......... 20AD.IMPROVEMENT ...:...........:..................: ........... :........... ! ... PROPOM I Y F H APPROVEDPMENT PLANS. 1 P APT R R P., . SLOPE VARIES ........: .... . . . .... : . ...... . .. : ........ . • , : , , , .. _ .. , _ _ PLAN SET ALONG WITH A COP 0 THE DEVELO 9 VC MANHOLE ADAPTERS S 0 APPROVED EQUAL SHALL BE USED TO MAKE ALL TO AMERICAN NATIONAL STANDARD A-21.11 APPRO�(IMAE •••••• ,PER__,GRADING•.. • •• CONNECTIONS OF SDR 21 OR 35 PVC PIPE TO MANHOLES OR CATCH BASINS. WALK 45`... EX: GROUND ::::::::::......... : ..... LAN SHEET - C3 .....:...........:...........:......... , .:........... APPROXIMATE .... `/ 5 : , " .. • ' . ' .. • • • • • .. " ' " . > . • ' E XIM 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL 5. PIPE FITTINGS SHALL BE DUCTILE IRON AND SHALL HAVE THE SAME KIND OF COATING, ... Sl1REACE .C� ........... ! ....... ! ........... :..... X, GROUND', ND...:. ; PUBL cn . .. ........... ........... ........... ........... .. SECTION ? ' ' ' ' ' ' ' ' ' ' ' ' ' ` ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' SURFACE ® IC FACILITY EXTENSION PROJECTS. 20. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12 FEET 6 INCHES FOR SDR 21 OR 35 LINING, AND STRENGTH AS THE PIPE TO WHICH CONNECTED AND SHALL CONFORM TO ANSI . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ! . . . . . . . . . . . ! . . . . . . . . . . . '{ . . . . . . , . . . ; ! ... : °' , . , . , , , , , , . „ SECTION :... _ _ . , ; PIPE. SPECIFICATIONS 1-21.10 AND A-21.11 OF LATEST REVISION. 1.. . :......................: _ .......:...........;...........:...........:................................. ...... . 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, :...........:...........: 0 ........ ........... ........... ........... ........... ..... .. .1......... • • • . ; • • • • • • • • • . • • • • • • • • • • • • • • • • • • • . • • • • . • . • • . • • : . . . • • . . . • • : • • . • . • • . • : • . • • • • LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS 21. BEDDING FOR PVC, CONCRETE, AND DUCTILE IRON PIPE SHALL BE 5/8 INCH MINUS CRUSHED 6. HYDROSTATIC TESTS ON THE NEW PIPE LINE SHALL BE MADE IN ACCORDANCE WITH THE ........:..............................:. ....................:..............................:..............................:.....................................................................................................................................................:..............................�Q �Q ........... .... I .......... ........... ........... ......g. ... ......... .. GOVERNED T PR VI I PT 1 .122 REVISED CODE OF WASHINGTON. IMUM UNDER TO 6 INCHES MINIMUM OVER THE PIPE AS PER TH CITY - BY HE 0 SONS OF CHA ER 9 ROCK 6 INCHES MIN E PROCEDURE FOR WAT R PR NG INS LATEST 04 ........... ........... ..:...................;,..........;........... ........... ........... ........... - ... ........... - - - - - . , , .. _ .. _ , , , , ,; , ,, , , , , , , , . , , , . , . • , , ; .. , . , : , , . , . ; .. , ... • . , . , ........... ION, THE CONTRACTOR SHALL CALL ONE CALL (1 800 424 OF AUBURN STANDARD DETAIL NO. GEPT 2. OF AWWA C 600, EXCEPT AS MOD FIEDSHIERE N. THEACON RADCTORESHALL FURNISHI ALL : ........... : ........... : ........... : ........... ........... : ........ ; .......... PRIOR TO TARING CONSTRUCT EQUIPMENT NECESSARY TO S ! ' ' ' X ' : ' . ' ' ' ' . , ! 5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, RY MAKE THE TEST, AND THE CONTRACTOR SHALL CONDUCT ALL ; • • • • • • ! • • • E _ ': ......�. , " TELEPHONE, AND TELEVISION). 22. REFER TO CITY OF AUBURN STANDARD TRENCH EXCAVATION AND BACKFILL DETAIL NOS. TESTS UNDER THE SUPERVISION OF THE ENGINEER. PRESSURE TESTS SHALL BE MADE ON .......1... ...I ....... : ...........:........... :.....I----- ; ........... ; .....I..... . • • • • • • • • • • • GEPT-1 AND GEPT-2 FOR CONSTRUCTION PROCEDURES. ALL PIPING AND APPURTENANCES INSTALLED UNDER THIS CONTRACT, INCLUDING ALL : e SEC ION VIEW ::.....:..::::::::::...........:::::::::... : .......:: _ :..... _ ::: ; ............ . ..............................:..............:...............:....................................................................................................................... ON CONNECTIONS TO EXISTING MAINS AT A MINIMUM TEST PRESSURE OF 200 PSI C2 6 H CONTRACTOR S CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN .......... ........... .......... .SCALE .:1'=50':HORIZONTAL::::::::: .....:....: ........... .....:::::I ::::...:::: :::::::::::; THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF 23. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE BANK RUN GRAVEL, FOR • • • • • • • • • • • ; .... • • .. • . • ; ... , ..... I . ........... 1 "=5' VERTICAL: • .. ; ....... I .. • ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL TRENCH BACKFILL PER SECTION 9-03.14. 7. DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR TO CONNECTION :. . . . . . . . . . . . : . . . . . . . . . . . : . . . . . . . . . . . : . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . : . . . . . . . . . . . : . . . . . . . . . . . : . . . . . . . . . . . : . . . . . . . . . . . : ! ••.......•• ! •.......••• ! ......••••• ! •.........• ! . •. •. .... E .1....�.... ! ••.. ...... ! •.••..•••.• ! ••........ •••••• ••• ! ••••••••••• ! FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION S AND SHALL BE IN ACCORDANCE WITH THE LATEST TO THE EXISTING WATE R ER MAIN - • • • • • • • • • • • • • . • • 24. PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT-OF-WAY SHALL BE 5/8 PROVISIONS OF AWWA C 601. .. . :...........:........ :....:......:........... .........ROPOS BUILDIN ........... .... ::.... : .. ............ .... .. - - . I CONTROL A STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON INCH I D ROCK WHENCONNECTION ..................W... .:...........:........... :PERPENDICULAR TO THE CITY STREET, 55 , .. , , , , , , . , : , , .. Z. , a .:...... . . . . . : . . . . .. • ......I'll ..... 3 V THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL AS PER CITY OF AUBURN STANDARD DETAIL GEPT-1. 8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS ... .... - ... .... :..........'. ;. �' ::::: ; ; ; : ; : OF FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION ; • • • • • • • • • • • ; • • • • w : ...........: • • • • • . • . • • • • • • • • • • • I • ; ........... ; • - . . . • ... ® o AUBURN. AND ANDTHEIRWILL S HALL BETLIABLEP ORINJURIES OEAND 25. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED ........... : .... � . 0 . , ......... ........... ......... , .......... BLDG: FF=52.0 :. ........... ..... ... � .....�, : . ••.•• DAMAGES TO PERSONS AND PROPERTY OFFERED BECAUSE OF CONTRACTORS PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL F T OL:o E S N CHA Q AL FROM HE 9. INSTALLATION OF CORPORATE STOPS, WATER SERVICE, LINES, AND METERS SHALL BE PER " " .... • ..... 0 . OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM ....... ........... ......... .... I .. .. .... ... .... ......... ER, ENGINEER, AND THE CITY OF AUBURN. ALL WORKMANSHIP AND MATERIALS CITY OF AUBURN STANDARD DETAILS NUMBERS WASM 1, 2, 3, AND 5. SERVICES SHALL �. .... OWN a PROPOSE PROPOSED- SHALL CONFORM TO THE CITY OF AUBURN S REQUIREMENTS AND SPECIFICATIONS BE A MINIMUM 4 INCH THE CITY OF A I »,...:.....�.. :..............................ASPHALT..............:.............................;..............................:..............................:..................G D.E . ...... .._.... ...... - ...... AUBURN WILL INSTALL THE METERS. 50:.........:. ; . .... :........... . ..... .... ..:....... RA . C� $ 5f� 8 DURING CONSTRUCT / . ROPOSED PAVEMENT ; SECTION- .7• ;1_ .&. ION, THE REQUIRED TO CONTROL ON -SITE ; .....,.....:................................................ P SLOPE STORMWATER RUNOFF BY USING TEMPORARY OR SHALL DRAINAGE 10. RESTRAINED JOINTS SHALL BE USED AT ALL BENDS. FOR TEES, 90 DEGREE BENDS, AND r-.. - ; .. ..... ... : ........... : ........... ; .... . • •i -�� EROSION/SILTATION CON L PROCEDURES SPECIAL CIRCUMSTANCE CONCRETE BLOCKING SHALL ALSO BE USED SEE STANDARD ... :DIES .... . IMPROVEMENT CONTROL ........ ROADWAY (PER :........... . ... ...�. _` - . ,- .-. -. Y- . -. -: r: :� :�: -: �. . -. ...DETAIL WABL 1 p ..1........:........... :...PROPOSED ..... . )OI. ': ; ; APPROXIMATE _ ..: aLOP:E. VARIES : N STORM SEWER CONSTRUCTION NOTES - . EX: GROUND (PER GRADING . ; 7�__PROPOStb ....:...........:...........:........ • ..:. • ILK..... ; ... , APPROXIMATE...... ' 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS ......... .......................... ......................................................�.........................I.. .............. ..............I c 451, ......RF4CE ® "PLIfiI�, SHEET ;C3.j:.. ; GI?ADi ® , , . . . , , .. , ..... • :...........":"......:EX._ GROUND. • • • • • .--4 AND LOCATIONS OF ALL UNDERGROUND UTILITIES. 1. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE CONNECTION PERMITS FROM 11. ALL WATER MAINS SHALL HAVE A BLOWOFF ASSEMBLY AT LOW POINT AND AN AIR SECTION _ . SECTION .......: ........... ........... : ........... : ........... : • • • • • � SURFACE ®' THE CITY OF AUBURN PRIOR TO CONSTRUCTION. VACUUM RELIEF VALVE AT HIGH POINT OF MAIN. SEE STANDARD DETAILS WAAR-1 AND . . ; . . . . . . . ........... ; I I : .......:::: : .:::: SECTION ::::...... . EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, 10 WABO-1. ' ........... . .......... : ........... . ....... ..... ........... ; FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN 2. ALL STORM DRAINS WITHIN THE DEVELOPMENT SHALL HAVE STENCILED "DUMP NO WASTE" - . . ! ! . . . . . . . . . . . . . . LU ! ' ' ' ' . . ` • ' ' THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION SS DRAINS TO "EITHER" STREAM "WETLANDS," OR "GROUNDWATER" AS APPLICABLE : . . . . . . . . . . . : . . . _ . . . . . . . . . . . . . :. . . : . . . . . . ...•. . .1 ; . . . . . . : : . . . . . . . . . . . . . . . . ( - ) ! - 1. :...........:............:........... ........... ........... ... SS N :• ' ' 12 THE FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO STANDARD DETAIL WAFH 1 AND SHALL STAND PLUMB SET TO FINISHED R IT .............................:..........................:....:..............................:..............................:..............................:..............................:.............................................. GRADE WITH THE LOWEST OUTL ET BEING NO LE .. : _ _ .....::.. .....:..... .... ...........::::...... ; . ; ...... . .....:...:. :.. . ..:: :.......... ... Ix 11. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS OF WAY WILL BE APPLICABLE AND SANITARY SEWER CONSTRUCTION NOTES THAN 18 INCHES FROM FINISHED GRADE AND A CLEAR ZONE AROUND HYDRANT OF NO • • • • � � . ; DETERMINED AT THE PRE -CONSTRUCTION MEETING. LESS THAN 36 INCHES. THE PUMPER PORT SHALL FACE STREET OR FIRE ACCESS. ; ........... q ........... : ........... ........... l ..-....... ; ........... ; ........... , ........... ; ........... ; ........... I ........... INSIDE ! . . . . . . . . . . . ! . . . . . . . . . . 1 . . . . . . . . . . . ! . . . . . . . . . . . : : . . . . . . . . . . ! . . . . . . . . . . . ! . . . . . . . . . . . ! . . . . . . . . . . . ! . . . . . . . . . . . . . . . . . . . . . ... . . . . . .......... . . .. . ..... . . ... . . . . . .. . : .. . .. . . . . . . . . . . . . . .. . . ALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE 13. ALL VALVE BOXES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED TO 1. THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF H LINE 12 THE CONTRACTOR SHALL INSTALL, .... " .. " - ' .. " " ' • • .. ' ' • • .. ' " . ' ` • • • .. ' • PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY'S STANDARD DETAIL NO TRSP 1 COMPLETE IN ACCORDANCE WITH THE CITY OF SECTION VIEW N - PROPERTY BY A PRESSURED TREATED 2 X 4 4 FEET LONG BURIED IN THE GROUND A FINAL GRADE AFTER FINAL PAVING IS .. I".. • .. , .• C AUBURN'S S :...........................................................:.....................:................... STANDARD DETAIL N0. STFG-1. :........... : ............................... : C2 SCALE .:1:'50': HORIZONTAL ::::::: ::::::::::: : ::::::::::: ; :::::::::.. ; E DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT : ....................... : .... ...... : ........ I .. ; YELLOWPREVENT AND TH WIT HDRAWAL H AK THEEXPOSED 1 FOOT SHALL BE PAINTED TRAFFIC :...........:...........:...........:....... 1»T5�.VERTICAL .... ........... : ...... I .... ; ........... ; ........... ; ........... ! ........... ; ....::..... ; ........... ........... ; ............. ; .. I ........ POWER, CABLE, AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM ON THE 2 X 4. 14. BACKFLOW DEVICES REQUIRED WITH FIRE PROTECTION AND IRRIGATION SYSTEMS, AND TO • • " .... ' " " " " " ' ` " " " ' " " ' " " ' " " " " " " " ' " " ' ' " ' ' " " " ' HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF 5 FEET BE INSTALLED E L PER THE CITY OF AUBURN'S D ........... ........... ........... ... ........... S R, R, M EYRIES. ...........................:...........:..................I....:....,...... • ......... .••I.••••• ...........:......• ;•.. .••••..; •.•.. ...•.; ;•••...••••• ••....... �;......••••• OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE ONE...........:......................:. . . . ....... ...........: ........... :...........:......................:...........:...........: ED BY THE FIRE MARSHAL CONTRACTOR S 14 ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BED TO CONSTRUCTION. 15 THE UNDERGROUND FIRE SPRINKLER SYSTEM SHALL BE APPROVED : ... ........................... :........... ......... ....... ...:..... ....................... ..: ....... ................ ........ .... ..........................:.......:....................:..............................:..............................:..............................:... .:....... ............. CITY OF AUBURN PRIOR •. UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON AND INSTALLED BY A STATE LICENSED FIRE SPRINKLER CONTRACTO LICENSED PROFESSIONAL CIVIL ENGINEER. 2 1/2" COMPACTED DEPTH CLASS 'B' A.C. PAVEMENT 12" COMPACTED DEPTH CEMENT TREATED BASE PER GEOTECH RECOMMENDATIONS o `� o a oho p o �� 0 0 op O 0Q � a ' p0 K,910) O OO O° - 0 °o 080 0 o � cc 0 o 0o 0 . . ,-_ . - G7 . . _ r I r . . . SUBGRADE COMPACTED TO 95% - PER GEOTECH RECOMMENDATIONS BUILDING 'D' - TYPICAL PAVING SECTION (ALTERNATIVE: 3" ATB W/2" CLASS 'B' A.C. PAVEMENT) NOT TO SCALE n" R" ►I I AI EXTRUDED CONCRETE CURB DETAIL NOT TO SCALE PIS "3z7 S File: P:\SDSKPROJ\6122\ENGINEERING\61222GM2.DWG Date/Time: 07/14/1999 11:24 Scale: 1=50 joson Xrefs: Z61222B, 15. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY; TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 3. UNLESS OTHERWISE APPROVED, THE CITY OF AUBURN SHALL DO ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION. POURED CONC. CURB WrrH 1 1/2' RADIUS ON CORNERS i A...". LANDSCAPE OR SIDEWALK ISO ,�', 1111111 bk. -2-#4 BAR CONT. FILL ASPHALT PAVING FORMED IN -PLACE CONCRETE CURB (ALONG ENTIRE SOUTH PROPERTY LINE) NOT TO SCALE 16. STREET OR PARKING LOT CURBS SHALL BE PAINTED WITH FORMULA WID-Y1 (YELLOW) 15 FEET EACH SIDE OF ALL FIRE HYDRANTS, AS DIRECTED BY THE CITY OF AUBURN. 17. A SEPARATE DETAILED PLAN OF THE UNDERGROUND FIRE SPRINKLER SYSTEM SHALL BE APPROVED BY THE FIRE MARSHALL AND INSTALLED BY A LICENSED FIRE SPRINKLER CONTRACTOR. SEP�0063-97 SE/P 0084-90 Record Drawing Certification PROJECT REF. FAC#0014-97 '%! 1dl4i These plans are approved for conformance with the City of These drawings conform to the Contractor's construction records. Auburn's Engineering Division requirements. C By Date %�� Title/Position Approved By: I �a"r""� �E,o Confirmed by Clty: Date Date Approved: ? /2��5 2 v I- O v N C: o N V o 0 II '- V It) 'C _ II > r Cary cn `,c O 11-71 Q �t T _0 N 0) p, ) C o to 3 a U N � y ca E C) a 0 = 0 Ld & C) �_ =) zy zry 0 gV) w J a x Q z z w Li w gz :�9.dw1 t'V CD o O N 00 Z af a 00 N 0) co r- 00 Cr z N h I � I w �`' LC) Ln C4 V7 � 0 Z w -1- . L0L) L 00 LLJ �� Y U(V) ,0 .,S J� �t� I 1 z = z 0 2 b 5J e t.voo o 2 672 �� a) N FI FC / S T E�� \�`` n SIONA L E�� z NCD EXPIRES o I A N E N E OVERALL UTILITY HORIZONTAL CONTROL PLAN PORTION OF SW 1/4 SEC. 31, TWP. 22 N., RGE. 5 E., AND NW 1/4 SEC. 5, TWP. 21 N., RGE. 5 E., W.M. SEP 0063-97 SEP 0084-90 Record Drawing Certification PROJECT REF.- FAC#0014-97 These plans are approved for conformance with the City These drawings conform to the Contractor's construction records. Auburn s Engineering Division requirements. By Date ,. Ti'tle/Position Approved By. - J Confirmed by Clty: Date Date Approved. File: P:\ KPROJ\6122 ENGINEERING\61222H1.DWG Date/Time: 07 14 1999 11:25 Scale: 1=50 Jason Xrefs: Z6122—S,Z61222 , � � v N d- N 6 Z K. 4 w S Q- f 2 672 FS F6'1STER� S101VA L EXPIRES N � W OD F- 4) W O 3:: W 0 H Z Z 0 � c Z z < .-. W > Q N 1.L ,. > O N W J r J O W O m N L 0 U- v 0 0 Q N II Z ( fl Y m c > .. a v Q V) Z > O zg N W J Q z X Q Z w W N LL- g Z Qro N N U � O N 00 (0 00 w z Q I I w Z Lo U-) CD Z Ln Lf� Of YOU c>Ln