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HomeMy WebLinkAbout02D1696• 1 • PROCEDURE/NARRATIVE A FIELD TRAVERSE USING A "LIETZ SET 4" TOTAL STATION, AND "SDR-33" DATA COLLECTOR SUPPLEMENTED WITH FIELD NOTES WAS PERFORMED, ESTABLISHING THE ANGULAR , DISTANCE, AND VERTICAL RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY LINES, AND TOPOGRAPHIC FEATURES AS SHOWN HEREON. "LIETZ B-21 " BENCHMARKS AND CONTROL POINTS. THE RESULTING DATA MEETS OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS S,_-T FORTH IN WAC 332-130-090. DATES OF SURVEYS FIELD SURVEYS BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED DURING SEPTEMBER 1998 ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME AND PRIOR FIELD CONDITIONS ARE NOT DEPICTED UNLESS NOTED OTHERWISE. HORIZONTAL DATUM - BASIS OF BEARINGS THE BEARING OF THE LINE BETWEEN THE FOUND MONUMENTS ALONG THE SOUTH SECTION LINE OF SECTION 5, TOWNSHIP 21 N, RANGE 5 E, W.M. VERICAL DATUM - BASIS OF ELEVATIONS NATIONAL GEODETIC VERICAL DATUM OF 1929 AS ADOPTED BY THE CITY OF AUBURN NGVD 29 PROJECT BENCH MARK FOUND R.R SPIKE IN POWER POLE #11201 Q S.E. CORNER OF S.E. 304TH ST. & 112TH AVE. S.E. CITY OF AUBURN BENCHMARK 32-Q ELEV. = 410.26 FEET SITE BENCHMARKS NORTH RIM SSMH 112TH AVENUE S.E. (SEE DRAWN--) ELEV. = 425.72 FEET TOP OF MON. CASE 114TH WAY S.E. (SEE DRAWING) ELEV. = 451.56 FEET NOTE: UNDERGROUND UTILITIES AND FEATURES DEPICTED HEREON ARE BASED ON FIELD OBSERVATION, MARKINGS, DEVELOPMENT PLANS, AND/OR/ AVAILABLE RECORD DOCUMENTS ONLY. THE TRUE LOCATION, NATURE AND/OR EXISTENCE OF BELOW GROUND FEATURES, DETECTED OR UNDETECTED, SHOULD BE VERIFIED. PARCEL A LOT 3 OF KING COUNTY SHORT PLAT NO. 483049 AS RECORDED UNDER RECORDING NO. 8308080863, RECORDS OF KING COUNTY, WASHINGTON. PARCEL B THE NORTH 165 FEET OF THE WEST 660 FEET OF THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 30 FEET THEREIF FOR 112TH AVENUE SOUTHEAST. PARCEL C THE WEST 792 FEET OF THE FOLLOWING DESCRIBED PROPERTY: THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M. IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 165 FEET OF THE WEST 660 FEET THEREOF; AND EXCEPT THE WEST 30 FEET FOR 112TH AVENUE SOUTHEAST. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. NOTE: FIRST AMERICAN TITLE INSURANCE COMPANY ORDER NO. 380035-5k (EFFECTIVE DATE: MAY 1, 1998) WAS RELIED UPON FOR TITLE INFORMATION AND SUPPORTING DOCUMENTATION. PLEASE REFER TO THAT REPORT FOR FURTHER INFORMATION REGARDING FINACIAL MATTERS BEYOND THE SCOPE OF THIS SURVEY. PROJECT INFORMATION PROJECT SPECIFIC INFORMATION PROJECT NAME: CARRINGTON MEADOWS ZONING: R-4 COMPREHENSIVE PLAN DESIGNATION: URBAN RESIDENTIAL 4-12 DU/AC PROJECT DENSITY: 4 DU/AC PROPOSED USE: 56 LOT SINGLE FAMILY SUBDIVISION SITE ADDRESS: BETWEEN 112TH AVE SE AND 116TH AVE SE AND SE 296TH ST AND SE 300TH PL PARCEL NUMBER: 052105-9151, 052105-9103, 052105-9112 A PORTION OF THE SE 1/4 OF SECTION 5, TOWNSHIP 21N, RANGE 5E, W.M. AS�BUIL TV& STANDARD CONSTRUCTION NOTE: GENERAL 00%'MUCTiON NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'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/APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION' 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 CITY OF AUBURN STANDARD CONSTRUCTION NOTES, 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. PRIOR TO STARING 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. CONSTRUCTION NCE: 1. ATTEND PRE -CONSTRUCTION MEETING. 2. FLAG LIMITS OF S.A.T. AREAS AND INSTALL BRIGHT ORANGE SILT FENCE. 3. FLAG OR FENCE CLEARING LIMITS. 4. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. 5. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 6. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 7. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 8. CONSTRUCT SEDIMENT POND AND ASSOCIATED STORM LINES. 9. GRADE AND STABILIZE CONSTRUCTION ROADS. 10. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 11. INSTALL SANITARY SEWER SYSTEM PER CITY OF AUBURN REQUIREMENTS. 12. INSTALL STORM DRAINAGE SYSTEM PER APPROVED KING COUNTY PLANS. 13. INSTALL WATER SYSTEM PER CITY OF AUBURN REQUIREMENTS. 14. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY AND CITY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 15, RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNTY AND CITY EROSION AND SEDIMENT CONTROL STANDARDS. 16. COVER ALL ,AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 17. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 18. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 19. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. W V on EXISTING TOPOGRAPHIC CONTOUR .......... •.............. ........ 290 .......••..... EXISTING WETLAND I PROPOSED STORM DRAINAGE PROPOSED TYPE-2 CATCH BASIN WATERMAIN FIRE HYDRANT WATERMAIN VALVE N WATER METER 69 PROPOSED SEWER MAIN/MANHOLE INDEX TO SHEET.I'. AS -BUILT WS1 WATER AND SANITARY SEWER COVER PAGE WS2 WATER AND SANITARY SEWER PLAN AND PROFILE SE 299th PL WS3 WATER AND SANITARY SEWER PLAN AND PROFILE 113th WAY SE WS4 WATER AND SANITARY SEWER PLAN AND PROFILE SE 298th PL "A" WS5 WATER AND SANITARY SEWER PLAN AND PROFILE SE 298th PL "B" WS6 WATER AND SANITARY SEWER PLAN AND PROFILE 113th PL SE WS7 WATER AND SANITARY SEWER PLAN AND PROFILE SE 299th CT WS8 WATER AND SANITARY SEWER NOTES AND DETAILS C N ULTA T /UTILITIES,ISERVICES ENGINEERING: TELEPHONE: BARGHAUSEN CONSULTING US WEST COMMUNICATIONS ENGINEERS, INC. 450 110TH AVENUE NE 18215 72ND AVENUE SOUTH PREMIS BUREAU, 4TH FLOOR KENT, WA 98032 BELLEVUE, WA 98003 (206) 251-6222 1-800-526-3557 _ CABLE: WATER/SEWER: AT&T CABLE SERVICES 4020 AUBURN WAY NORTH CITY OF AUBURN P.O. BOX 1048 25 WEST MAIN STREET AUBURN, WA 98002 AUBURN, WA 98001 1-877-824-2288 (253) 931-3010 TRAFFIC: POWER GAS: THE TRANSPO GROUP, INC. PUGET SOUND ENERGY 11730 118TH AVENUE NE, SUITE 600 105 156TH AVENUE NE KIRKLAND, WA 980.4-7120 BELLEVUE, WA 98005 (425) 821-3665 (phone) _ 1-800-321-4321 (425) 825-8434 (fax) WETLANDS: SURVEYING: HABITAT TECHNOLOGIES P.O. BOX 1088 BARGHAUSEN CONSULTING PUYALLUP, WA 98771-1088 ENGINEERS, INC. (253) 845-5119 (phone) 18215 72ND AVENUE SOUTH (253) 841-1942 (fax) KENT, WA 98032 (206) 251-6222 OWNER CLIENT: GEOTECNICAL ENGINEER: HARBOUR HOMES BY GEONERCO INC. EARTH CONSULTANTS, INC. 1010 S. 336TH ST. SUITE 305 1805 136TH PLACE NE, SUITE 201 FEDERAL WAY, WA 98003 BELLEVUE, WA 98005 (253) 838-8305 (phone) (425) 643-3780 (phone) (253) 838-3990 (fax) (425) 746-0860 (fax) FIRE: SCHOOL: DISTRICT N 32316 148TH AVENUE SE AUBURN SCHOOL DISTRICT AUBURN, WA 98092 915 4TH STREET NE (253) 735-0284 AUBURN, WA 98002 (253) 931-4900 Record Drawing Certification X\ F WAGR�B0 These drawings conform to th,a Contractor's construction records. Q �:J By:- ,�� o Date:- ss�o6' sT `��� Title/position C,?- ; ®��- _ NA L E .t', EXPIRES 6-10-01 j Confirmed by City: -Date: cr_ W W o CO ww LL A cr_ W q V z (� 00 cJ v !� w� ' CC) W n o_ Ld � !0 a CD 0 a W Q Q Y 0 (n u) pww T m O c,4 f o z PROJECT REF: FAC# 99-00,35 Eg P�`f •i� � These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By: Date Approved: ' • crj CC f i CO MCO • �.CO DD y, o 941 N C 0 U to m :E zll V r- a� d- _ > r- f", i a col 00 d a =I �co 0 4)m C Y O 3 U P y V) o m Q_ .- 0 0 0 a 0 fV Q) X 7) w 0 0 v)Ld n _ U U � z G✓ o Ji c i J w i.,:� �t x z Lj Z Q Z W N z Q r� CV N o O N 00 CD � 0 r) 00 N r- z > cv o� cD 00 F z N I I w W Q r- r- z �. 5' � � U z o Ln r� w � u-) > E E Y U to 0 0 3 a' i 2 r� 4 00 T z i w 2 a v 8 a co r 00 i CD` o i� 0 z ai o s 9- Vn o rn VJ i a- �! 2 Y(� 0).01`p6 n so \ t \ \ W ?t w o N v a" LL wLL, CC o �a] ftj Cr — (- w Q Q v U � � o' G ' P^ V, h-j 0 0 'w �m o o z O y �j 'j 4 0- CL `0- 1 1�1 Lei 6L z Q W W NO o 0 O r 1, 1 I c\I Ln -,r �' 17 N '- Z Record Drawing Certification These drawings conform to the Contractor's construction records. Date: Title/position a, Confirmed by Cit : Date: PROJECT REF: FAC# 99—OOJ5 i These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By: 5 ° Date Approved: � W ASyl�<9 2 � o�FSS��STE A L •!�- d 1 1 EXPIRES 6-10-01 1 r w: • r • 1 f.. .' CO W I n d 00 n N w ai O c 0 oN ° � Y N In 0 > '- d N I p{I cal of co 1 N p! N Q C 0 O] y p C nvi U a Q M It 00 n N v x` w 0 N _ (D UV) II ::D z or- 0 � zw U' w x ° a �— r-- Q Z zLL- `S Ljj Q N Ih N N z � � O N 00 N 00 i� z- > a o o N N o, co I 00 I LLi z W 00 Q I.n Lc) w z U z o �� W cc Y ¢� 0V 0 00, o� Z - z LU co �. Q) a) M N 0 at41 p�.p `i 16rt I tV n I 0 10 20 40 27 447.21 6" SIDE STUB (TYP) 2 447.15 IE= \ \..> _ 17 .P-�R9sE0 �S�fORM PER SEPAf�ATE PLAINS 4 SSMH# (NP) �\ Z1 ' lb • 1 KYMAP NM 4 q ... A94.LF 4" TO, -EX SEWER LINE bm-BUIL T sSb E641I-- LINE 15'=2. 0' DEEP A T CONNECTION J. SSMH #412-01 TRACT ' I' � _ ..._.._ " ;'- It '-E N=442.81 PARK :>-4q.;%.81 !, IRRIGATION METER .ERORQSE6- 3/4" SINGLE WATER SERVICE PER_......___- COA STD. DETAIL WASM 1 --EX. WATER RN . ...... .. ----------------- ._..- ................. — WATER SERVICE PER ,. _, _- -� -IE - Y^�1� IE�g4�J-9� COA STD. DETAIL WASM-3 (TYP) ? _ 448.13 2 ci-� STA. 4+67.39, 6.14' RT \ 448.59 42 60 3 4" DUA 1-8"x11.25' BEND (MJ) CONC. THRUST BLOCKING OSTA. 5+72.20, 4.44' RT Wit' 1-8"x 1 1.25° BEND (MJ) CONC. THRUST BLOCKING OFIELD LOCATE EX. WATERMAIN, SHUTDOWN, REMOVE EX. PLUG AND CONNECT TO NEW 8" WATERMAIN ttr 1-12"x8" REDUCER (MJ) 4f EXPIRES 6-10-> CIFI N d cc W W ;W o C > J) VJ LL IL \`` O O I' C0 Z \' W W W W I \ c 0 �1 L (I) � Z Z t� a- ca o 7- 0 a a W V) V) ®W W T m - CD M a) (\jLr) -4- KYMAP x 0 0 ,U gE �-� 1 2,9 w 0 11 10 r O Ld V)Ld o 299th PL—_ el Xx p z z LLJ v SE 299th CT WNTS Q O N C) CO N 00 t`- z o CO N I CO I w w w Ln Ln z U z Ln Record Drawing Certification Ln � Ln � W These drawings conform to the N z N N J Contractor's construction records. Y �-u v V) BY: Date: Title/position er r' CSf�� �2 3 z Confirmed b Cit : Date: L �►`- J� 00 C PROJECT REF: FAC# 99-5035 Zf%� 00Ny These plans are approved for conformance with the City of Auburn's 00 Engineering Division requirements. OD 0 Approved By: E z ..., s �° 0 .o IN Date Approved: Qfit 2 0Z 1444 WAT SANITARY SEWER PLA .0 Smom,BUIL� .PR P8SEBID ' 6" SE _ SEWER STUB (TYP) �. _ 50 1 (7):: :Oft 00 6-7 See 438.31 38 �... _ cv SSMM 412-19 38 d. SSMH -2RQP9GEEi- STORM DRAIN r'�s. l #412-50J LINE PER SEPARATE PLANS/ -- -- ''�► 01 �IW WA11=-R FMING DATA: 01 REFER TO (DON SHEET WS2 (D STA. ` +35.42, 7.15' RT 1-8"01.25' BEND (MJ) CONC. THRUST BLOCKING J1, 1 +42.81, 7.42' 1-8"x6" JXFL) 1-FIRES` A INCL 6" V,/E AND 16 L DI , (- THRUST BLOCKIN STA.' +66.59, 7.11' RT (.JT/ttt' 1-8"x8" TEE (ALL FLANGE) 2-8" GATE VALVES 1-8" ADAPTOR (FLxMJ) CONC. THRUST BLOCKING 0 STA.1 +80.78, 6.04' RT 1-8"01.25' BEND (MJ) CONC. THRUST BLOCKING 0 FIELD LOCATE EX. WATERMAIN STUB, SHUT -DOWN, REMOVE EX. PLUG AND BLOW -OFF ASSY., AND CONNECT TO NEW 8" WATERMAIN. 0 REFER TO (DON SHEET WS7 W 4a C W Cf) W LL � w w DOf 11:IL aQ Cr alf O 9591 Ln V) I) "q _>J W W 6; r' 0 (L a- al o- W 0- Q F— QQ o o U Q Q (n V) Lu W A M Np o O et c� Lo N —co Z " LO W 00 I co 0 00 W co X 0 CO f D W 00 CD W 0 0 4— §# w at • • � • f 0 M4. - a ..,� � !�ME Ln Lo C� Ln O Ln N N }z W LJ N Z N N ¢�� —j ry E UL 0 C`Sys n 2 Q I 0- 00 z W i PROJECT REF: FAC 99-0035 '� of WASI� These 8 plans are approved for ¢ co�'� conformance with the City of Auburn's 00 ' —Z Engineering Division requirements. D � _ 00� o FsFG�STEo Approved By: Z o (0i 0 NA L E�� , .� Date Approved: (\ �' LT Qy� 0�. G 1"=20' 0 10 20 40 Eiiii F EXPIRES 6-10-01 W W N� ?N \ I V 1R cV Z LO •• is r. 0 17 ", Cc �. .' ',,... D t 00 LL I I \ V " V 1 ""I I . ZZI - - - - - - - t/ F� These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By: Date Approved:` " 1 0,;LD1616 d CO F- I +, N O O V In t` d' 00 N N O ] U1 n d- 00 �I N LIJ 2 O � c c p Di O jID m i O O U Q O 00 n N w N X O O V O N LLJ I I F- :D Z_ > Z °J O v) Zw 3 V) a W '� N WX Lai z Qr7 N N Z Of O N 00 Z O 00 N I- O� (.0 00 > Z oN N I I Q 's Ld In LO � � U Z w o 00 W N N > :D U V) 0 0 2 o0 LU S' 0� r� 00 .n 00 0 o a- E z' Q 0 �I Cn O V Ct� I i,= .........RIM, 4Z7;0 ......... ......... ......... ......... ......... ......... ......... ........ ...... ......... ......... ......... ......... ....... ..... . ........ ......... ......... ....... ,,. IF- - 8 �, 411.96 ........ ....... ......... i¢" ?5,-" 411.86 ... .................................. ........................................................... ......... ......... ......... .. ........ ......... ......... ......... ...... ......... ....... IE 8" (E)=A4 -t-3- 41.2.1! ,..... ::::........ .. . ;......... :. .... ..... .. ...... ......... ......... . . ......... .. .. . ......... ......... .... .... ......... '.... ......... ......... ......... ... ... ..... ......... .....:::: ......... ......... ...... .. ....... . .::. ............._.... ....... _ ......... ......... ..... ... ,� ... 4? ........ ......... .... ,, ... ..... ......... ,�, . ......... N ,� ... 00 ......... ......... ,� ........ ; ... ,� ... ..... N ,� .. ... to r. Lo . . . . . . 0 . . . N p . . . . . . . . . . . . . . . d c) ; p . 0 . C. . 0 . C) . . N . . . . . . . . . . . . . . . . . !� N N. rn N N. N M. M M. M M. vi M M. N ui C. t!j � . . . . . . . . . . . . . . . . . . . . . . . `� d 14- d . . . . . . ; �h . d . . . . . ........ Cf t1 er . 0+00 1+00 2+00 3+00 4+00 ... ............................... EXPIRE 1 - S 6 0 J)1 PROJECT REF: FAC# 99-0035�� These plans are approved for conformance with the City of Auburn s Engineering Division requirements. Approved By: Date Approved: IL �. 1 t. • s • u 1: �. • .' ,. •, CC CV) t` ,.:. • COO 9 N CO 04 lf) LO .- f y S Q �: d I o c s o 0 0 0 U Q f— Z O z V w � X °- w ¢ �L 0 g Q N r7 N N O t0 I CO I Z LLI w N Ln Ln U Ln N z �� w 00 w N N J L Q) N 7 Q) Z 00 L N IV) O ox0 16U L.� I c- co N 0o N N d- 00 �j IN N! >- 0: N O! _ N m +� I 0 0 00 n N ai N L X a W O V) N W p V) U rn J Ia- T) Z LLJ O > C W z L0 _O E V a� D 0 �00 —1 WATER AND SANITARY! \46fT A PORTION OF THE SE 1/4 OF SEC110N 5, 70WNSHIP A S-BUIL T Abj aX�`4 SE 298TH PL (SEE SHEET WS4 FOR DETAILS) AIR -VAC BLOW -OFF PROPERTY LINE �p L P �R WASy%� Q '1c. WPM WATER RrMNG DATA: STA. 7+09.56, 5.00' RT 1-8" CROSS (ALL FLANGE) 4-8" GATE VALVES (FLxMJ) CONC. THRUST BLOCKING . 8+17.9<FL) 1-8"x6 E 1-FIRE 6" VE ANC. THRU STA. 8+36.56, 5.00' RT 1-8- PLUG W/2" TAP (MJ) 1-TEMP. BLOW -OFF ASSY. PER COA STD DETAIL WABO-2 CONC. THRUST BLOCKING 'a , IFS EXPIRES 6-10-01 w a SE N KEYMAP • 0 0 CO •• s: r � � o •. f Q s Ir- ® o L.L 00 N r W v � + Q N V to O N N II .II (,n z "t 00 N F-- 0ELI o o z�04 o� cc N OI rn 3 m 0 0 � U Q aD r N X S�, ?.98 1 O 10 U LAJ U I - ::D z T-1� �� a C J 19th CT w z Q o W _ NM W N 5 M Record Drawing Certification These drawings conform to the Contractors construction records. Date: !- Title/position Confirmed by City: Date: PROJECT REF: FA C# .99-0035 ® � These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By: s _ Date Approved: e, .. m 0 N Cc Z � z o 00 N a) CD rl- 00 j z o N NUj I Q <- � Un I Ln wW z c� z 00 z- �I �= Ln Ln W o 00 > vV a U I 00 _ LU LU Go i co Ir 00 E.. z ; 0 M � � .a 0 I ' A S-BUIL T w rc/W I CITY OF AUBURN w STANDARD CONSTRUCTION NOTES CITY OF AUBURN WATER MAIN CONSTRUCTION NOTES SANITARY SEWER CONSTRUCTION NOTES 1. PIP F � 0 E OR WATER MAINS SHALL ,3E DUCTILE IRON MEETING ANSI - 1. REFER TO GENERAL CONSTRUCTION NOTES FOR GENERAL REQUIREMENTS. SPECIFICATIONS A-21.51 OF LATEST REVISIONS AND SHALL BE THICKNESS > CLASS 52. PIPE SHALL BE CEMENT -LINED, IN ACCORDANCE WITH ANSI 2. SEWER LINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON THE SPECIFICATION A--21.4 OF LATEST REVISION, DRAWINGS, AND SHALL NOT BE CHANGED WITHOUT CITY APPROVAL. w_ w 2. ALL PUBLIC WATER MAINS SHALL HAVE A MINIMUM COVER OF 42 INCHES. 3. THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE 3. ALL VALVES FOR WATER MAINS SHALL BE RESILIENT WEDGE GATE VALVES PROPERTY BY A PRESSURE TREATED 2 4 CLEAT, FOUR (4) FEET LONG BURIED IN THE FOR 12 INCH AND SMALLER. BUTTERFLY VALVES SHALL BE USED WHEN Q GROUND A DISTANCE OF THREE (3) FEET. THE LOWER END SHALL HAVE A 2 4 CLEAT OVER 12 INCHES. NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE (1) FOOT -A SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL 4 JOINTS, EXCEPT WHERE OTHERWISE REQUIRED OR SHOWN ON THE J bj Uj n BE INDICATED IN BLACK PAINT ON THE 2 4. DRAWINGS, SHALL BE EITHER MECHANICAL -BOLTED TYPE, OR PUSH -ON J 00 4. LOCATION OF SIDE SEWERS SHALL ONLY BE CHANGED AS REQUIRED DURING RUBBER RING GASKET TYPE, CONFORMING TO AMERICAN NATIONAL m v n CONSTRUCTION UPON AUTHORIZATION OF THE CITY. THE CONTRACTOR SHALL NOTIFY STANDARD A-21.11. THE ENGINEER WHEN EXACT LOCATIONS ARE DETERMINED. 5. PIPE FITTINGS SHALL BE DUCTILE IRON AND SHALL HAVE THE SAME KIND OF 5. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM 1 COATING, LINING, AND STRENGTH AS THE PIPE TO WHICH CONNECTED AND � 0 0 THE CITY OF AUBURN, PRIOR TO CONSTRUCTION. SHALL CONFORM TO ANSI SPECIFICATIONS A-21.10 AND A-21.11 OF LATEST T 0- CL REVISION. 6. UNLESS OTHERWISE APPROVED, ALL CONNECTIONS TO EXISTING SEWER MAIN WITH 6. HYDROSTATIC TESTS ON THE NEW PIPE LINE SHALL BE MADE IN ®0v NEW TEES SHALL BE DONE BY THE CITY OF AUBURN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFLL ACCORDANCE WITH THE PROCEDURE FOR WATER -PRESSURE TESTING AND PAVEMENT RESTORATION. WATER MAINS AND THE LATEST PROVISIONS OF AWWA C 600, EXCEPT AS cq U, V, , MODIFIED HEREIN. THE CONTRACTOR SHALL FURNISH ALL EQUIPMENT p w w m 7. ALL MANHOLES IN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL NECESSARY TO MAKE THE TEST, AND THE CONTRACTOR SHALL CONDUCT ACCORDANCE IN WITH CITY OF AUBURN'S ALL TESTS UNDER THE SUPERVISION OF THE ENGINEER, PRESSURE TESTS to� 0 o GRADE AFTER FINAL PAVING IS COMPLETE, STANDARD DETAIL NO. STFG-1. SHALL BE MADE ON ALL PIPING AND APPURTENANCES INSTALLED UNDER x � �.:... .: ,,, . .._, ,�,T,,I THIS CONTRACT, INCLUDING ALL CONNECTIONS TO EXISTING MAINS AT A MINIMUM TEST PRESSURE OF 200 PSI. -� N o 7. DISINFECTION OF THE NEW WATER SYS'_EM SHALL BE REQUIRED PRIOR TO Z .. d CONNECTION TO THE EXISTING WATER MAINS AND SHALL BE IN ACCORDANCE WITH THE LATEST PROVISIONS OF AWWA C 601. 8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO 14' CONSTRUCTION. 0.50' S' PLANTER_ 5° WALK 9. INSTALLATION OF CORPORATE STOPS, WATER SERVICE, LINES, AND METERS SHALL BE PER CITY OF AUBURN STANDARD DETAILS NUMBERS WASM 1, 2, 3, AND 5. SERVICES SHALL BE A MINIMUM 3/4 INCH. THE CITY OF AUBURN - 2% WILL INSTALL THE METERS. 2%_ 1 10. RESTRAINED JOINTS SHALL BE USED AT ALL BENDS. FOR TEES, 90 DEGREE 10 BENDS, AND SPECIAL CIRCUMSTANCES, CONCRETE BLOCKING SHALL ALSO BE USED. SEE STANDARD DETAIL WABL-1. 4" THICK CEMENT 11. ALL WATER MAINS SHALL HAVE: A BLOWOFF ASSEMBLY AT LOW POINT AND ' CONCRETE SIDEWALK AN AIR VACUUM RELIEF VALVE AT HIGH POINT OF MAIN. SEE STANDARD CATCH BASIN AND DETAILS WAAR-1 AND WABO-1. D 3" COMPACTED DEPTH CL. 'B' ASPHALT CONCRETE PAVEMENT %, STORM DRAIN LINES 12. THE FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO STANDARD DETAIL 3" COMPACTED DEPTH CRUSHED ROCK SURFACING TOP COURSE WAFH-1 AND SHALL STAND PLUMB. SET TO FINISHED GRADE WITH THE WATER MAINS SHALL BE LOWEST OUTLET BEING NO LESS THAN 18 INCHES FROM FINISHED GRADE 4 COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE LOCATED A MINIMUM OF AND A CLEAR ZONE AROUND HYDRANT OF NO LESS THAN 36 INCHES. THE 5 FROM PROPERTY LINES PUMPER PORT SHALL FACE STREET OR FIRE ACCESS. GRAVEL BALLAST MAY BE REQUIRED DEPENDING ON SOILS CONDITIONS AND TREES OR 5' FROM '' IIp , _ FLOWLI . OF CURB 13. ALL VALVE BOXES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE aE 299th tJ�11T (3' MIN. FROM OTHER UTILITIES) ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE WITH THE CITY OF AUBURN'S STANDARD DETAIL NO. STFG-1. iE 298th PLACE FRw STA mo TO STA.1+75 : -- 14. BACKFLOW DEVICES REQUIRED WITH =IRE PROTECTION AND IRRIGATION { SYSTEMS, AND TO BE INSTALLED PER THE CITY OF AUBURN's DETAILS. OT TO SCALE Li a CITY OF AUBURN GENERAL NOTES 6" ..,, AL i 2% NOTES: 1. ALL WATER MAIN BENDS SHALL_ USE MEGA LUGS AND BLOCKING PER CITY OF AUBURN STANDARDS. 2" COMPACTED DEPTH CLASS 'B' ASPHALT _.. { '., 2. WHERE THE UNDERGROUND SUPPLY TEES OFF TO SERVE ONLY A FIRE SPRINKLER SYSTEM, ASPHALT THICKEND EDGE CONCRETE " 1-1 2COMPACTED DEPTH CRUSHED ROCK / N f,"` �' ` A SEPARATE DETAILED PLAN MUST BE SUBMITTED AND APPROVED BY THE FIRE MARSHALL .� PRIOR TO INSTALLATION. SURFACING TOP COURSE 2-1/2" COMPACTED DEPTH CRUSHED ROCK 3. FLOOR DRAINS FROM COVERED AREAS POTENTIALLY SUBJECT TO POLLUTANTS SHALL BE SURFACING BASE COURSE °" CONNECTED TO THE SEWER THROUGH AN APPROVED OIL/WATER SEPARATOR AS INDICATED GRAVEL BASE CLASS 'B' MAY BE REQUIRED `. IN SECTION 8.0 OF CITY OF AUBURN DRAINAGE MANUAL. DEPENDING ON SOIL CONDITIONS JOINT USE ®f DRIVEWAY R (SEE SECTIONS 4.02 & 4.03 K.C.R.S.) R NOTES: 1I�E�tl tl A� 0T TO SCALE 1. ALL CATCH BASINS WITHIN THE: DEVELOPMENT MUST BE STENCILED "DUMP NO WASTE F DRAINS TO WETLAND." 2. SIX-INCH EXTRUDED CURB SHALL BE. REQUIRED AROUND ALL ON -SITE PAVED AREAS, WHERE PARKING WILL BE ADJACENT I A STREET. A 6-INCH EXTRUDED CURB IS ALSO REQUIRED BETWEEN ALL ABUTTING PAVEMENT AND LANDSCAPED AREAS. 3. GRASS -LINED SCALE SHALL BE SEEDED WITH SEED MIXTURE APPROVED BY CITY OF AUBURN. 4" THICK CEMENT_/ CONCRETE SIDEWALK CEMENT CONCRETE CURB AND GUTTER. THICKEND EDGE TO FULL DEPTH OF CURB Ax `-CATCH BASIN AND O,. i 3" COMPACTED DEPTH CL. 'B' ASPHALT CONCRETE PAVEMENT STORM DRAIN LINES 3" COMPACTED DEPTH CRUSHED ROCK SURFACING TOP COURSE 4" COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE WATER MAINS SHALL BE LOCATED A MINIMUM OF A- FLOWLINEpq5' FROM PROPERTY LINES SE 299th f LACE - GRAVEL BALLAST MAY BE REQUIRED DEPENDING ON SOILS CONDITIONS Y��iA AND TREES OR 5 FROM113th AY SE OF CURB r (3' MIN. FROM OTHER UTILITIES) 113th PLACE SE SE 298th PLACE FRom sTA.1+75 T® sTA. 5+75 „* NOT TO SCALE N f �4F WAS;?� p 23975 STEQ�G���_ NA L EXPIRES 6-1 J--3 R • • r �. 0. ,. • .. ,. •; •: o v w ci 0 0 N Z Z v, 0 > Q all o' NO C N C p Y O O p D o � U Q o V) 0 U O LLJ z U) w d J z x Q �w w N Z Q r7 O N N N 00 0 ry (0 00 w w N I I w 0 Ln Ln z Record Drawing Certification � "� w Ln Ln These drawings conform to the N z N N J> oa w > Of Contractor's construction records. By: o Date: /�' '�{' e ; N, Say Title/position t ° f z Confirmed b City: Date: W 2 PROJECT REF: FAC# 99-0035 �ib �A� 5 These plans are ipproved for conformance with the City of Auburn's Engineering Division requirements. Approved By: 0 Date Approved: 41 00 O A 1 �r 00 N X C 0 0 n 0 z O 0 r7 0 0 0 o, 3 y 2, 00 h 0 CL 0 Ln _y l.i 412 o). D 1416 1W=50' 0 25 50 100 mumm ....................... m._.-_... fil I MI =1 Q 2 4 L49 I I I Ll L" ;j WAt M 5 ------ I ' 4 ri�x f�1U� o _ Q 3:1 0 B a .... Q co cr (Do — g /WL A-7 O I 7 T 3 10 , S i i EX. tF,^3Es'EE . ENiE .�;. U. ti" RCP �} Z SX�,j%, 31 (MOT NTACT; r A ,\ ttt Y VT /! / �i %i ,S S'`'� w„M. *+,�a,-,.,..wa t� y ++ sx' a oN " "'@`I un. 77 - AYH, a; 0. -• CEh GUTTER. TYPICAL ROAD SECTION WITH STREET LIGHT NTS CK 3AS E LEGEND: MUN LlNrl LUMINAIRE SERVICE CABINET W/PHOTOCELL JUNCTION BOX m EXISTING OVERHEAD POWER AND POLE ASPHALT PAVEMENT ... CONCRETE SIDEWALK STREET LIGHTING DETAILS_ LUMINAIRE SCHEDULE - (CARRINGTON MEADOWS) LUMIN. No. STATION_ TYPE 4 DIST. — WATT CIRCUIT MTG. HGT. "C" BASE PLATE ARM LENGTH FOUNDATION STREET � 29' 4+08.23, -= RT. M—C-111 150 25' 6' ATTACH - TO EX. POLE 112th AVENUE SOUTHEAST (EAST SIDE) - 2D 29' 2+46.59, �=RT. M—C-111 150 25' 6' ATTACH -� TO EX. POLE AVENUE SOUTHEAST --SIDE) - (EAST --SIDE) 0 1 +84.68, 20.94' RT. M—C-111 100 A 30' FIXED 8 PER CITY SOUTHEAST 299th PLACE STD. DETAIL TRSL-2 STD. ® 3+60.08, 21.16' L.T. M—C-111 100 A 30' FIXED 8' 2'x2' SQ. PER CITY SOUTHEAST 299th PLACE STD. DETAIL TRSL-2 0 5+34.5/, 20.77' T. M—C-111 100 A 30' FIXED 8' 2'x2' SQ. PER CITY 113th WAY SOUTHEAST STD. DETAIL TRSL-2 © 7+65.751 21.21' L T. M—C-111 100 A 30 FIXED 8 2'x2' SQ. PER CITY 113th WAY SOUTHEAST STD. DETAIL TRSL-2 O 1 +13.54, 21.18' LT. M—C-111 100 A 30' FIXED , 8 2'x2' SQ. PER CITY 113th PLACE SOUTHEAST STD. DETAIL TRSL-2 ® 1+70.00, 28.20' ' T. M—C-111 100 A 30' FIXED 8' 2'x2' SQ. PER CITY SOUTHEAST 299th COURT STD. DETAIL TRSL-2 O 47./2' LT. 0+00, -4$=tfi- M—C-1 11 100 A 30 FIXED 8 2'x2' SQ. PER CITY SOUTHEAST 298th PLACE STD. DETAIL TRSL-2 10 3+75.06, 21.19' AT M—C-111 100 A 30' FIXED I 8 2'x2' SQ. PER CITY SOUTHEAST 298th PLACE STD. DETAIL TRSL-2 DETAIL REFERENCE LIST: CITY OF AUBURN STANDARD DETAILS: DESCRIPTION TRSL —1 LUMINAIRE AND CONDUIT LAYOUT TRSL —2 LUMINAIRE POLE TRSL —3 ILLUMINATION SYSTEM SERVICE DETAIL TRSL —4 UNIFORM LUMINAIRE WIRING DETAIL TRSL —5 LUMINAIRE ELECTRICAL TRENCH DETAIL WSDOT STANDARD PLANS: J—le LIGHT STANDARD WIRING DETAIL J-3b MODIFIED TYPE "B" SERVICE J-11a JUNCTION BOX DETAIL BREAKER SCHEDULE: SERVICE AND CIRCUITS MAIN BREAKER AMPS BRANCH BREAKER AMPS CONTRACTOR AMPS SERVICE 60 CIRCUIT A (L3-10) 15 30 CIRCUIT B (SPARE) 15 30 CIRCUIT C (SPARE) 30 30 CONDUCTOR SCHEDULE: RUN No. CIRCUIT CONDUCTOR CONDUIT REMARK A PSE 3 No. 2 3" PVC SCHEDULE 40 A A 2 No. 8 2" PVC SCHEDULE 40 A A 2 No. 8 2" RMC SCHEDULE .40 A S-BUIL T X�t4 t