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HomeMy WebLinkAbout03D1731TRACT 'A' / ♦ `\ REC. SPACE //♦ 9+ koo • 9+00 8+00 7+00 r 5+00 4+00 3+00 r L� LLE TRACT 'T' , r ALLEY - `TRACT 'I' - / 15' PUBLIC SEWER / STREET TREES Loc1®ox 78 / EASEMENT / O 40' $PACING zx-eWc MAIL -o �,� 17 / 18 / // 16 98 97 96 95 94 93 92 91 90 89 88 87 \86 85 ?� \ 19 S E E T 2 ` s� 83 - - -- EASEMD ,T Cx15 ° 20 am eff STA: 7+4 .50 82 /� Zr PAVING IM 8+ 1 8+1 0 I _ /6+00 RQA_ 5+ 20+64.42 +0� + 3+00 ' / I �•� r�oum wne// '. cm .r . •� 00 7 8-8= MAIL I / T I// o= wT# TYP. / PT= 9�� 48 58 59 A° /13 / to / I N 44 45 46 " 47IL 11-BO M L a - STA 1+ 12 49 I.LI - - y - - I 57 60 / 4 Lu LEGAL DESCRIPTION PARCEL NUMBERS: 042105 9010, 042105-9019 AND 042105-9075 $ 1 V I , ��`� 5+81 92 - A PARCEL OF LAND WITHIN THE SOUTHEAST QUARTER OF SECTION 4 -- -- ` � 4 -- ---- -- - ----- ---- -- __ / TOWNSHIP 21 NORTH, RANGE 5 EAST W. , IN KING COUNTY MORE + / � I N M. - - -�66 - &1- � 22 �+' I / /� - - //10 PARTICULARLY DESCRIBED AS FOLLOWS: R, / BEGINNING AT THE SOUTHWEST CORNER OF THE NORTHEAST QUARTER / I / 42 23 �� ' .•XcA OF THE SOUTHEAST QUARTER OF SAID SECTION 4; THENCE ALONG THE / I'' // h ,/ SOUTH LINE OF SAID NORTHEAST QUARTER SOUTH 89'55'00" EAST 51 / 55 62�ti / , , 660.72 FEET TO THE NORTHWEST CORNER OF LOT 3 OF SHORT PLAT lot 9 NO. 686029, RECORDING NO. 8710230942 RECORDS OF KING COUNTY, #„ WASHINGTON; THENCE ALONG THE WEST LINE OF SAID LOT 3 SOUTH 24 / / 00.16'02" EAST 640.46 FEET TO THE SOUTHWEST CORNER OF SAID 41 LOT 3; THENCE ALONG THE SOUTH LINE OF SAID LOT 3 SOUTH / L -P- - - - - - - ^�" / °r / 89'55'00" EAST 256.04 FEET TO A POINT OPPOSITE HIGHWAY 5 6 / / 8 ENGINEERS STATION (HEREINAFTER REFERRED TO AS HES) D 207 + /T o,Q 56.35 ON THE D LINE SURVEY OF SR 18, SOUTHEAST 304TH STREET / 54 :/ ?,S / i• /' 25 INTERCHANGE VICINITY AND 496 FEET, MORE OR LESS / SOUTHWESTERLY THEREFROM; THENCE NORTH 00'18'41" WEST / 40 / ,- 7 / 318.96 FEET TO A POINT OPPOSITE HES D 209 + 94.60 ON SAID D / / i� %MAIL / LINE SURVEY AND 424.98 FEET SOUTHWESTERLY THEREFROM; THENCE / 64 / /^ / -SEE DTAIL / NORTH 00'16'48" WEST 262.78 FEET TO A POINT OPPOSITE HES D / S 6 212 + 00 ON SAID D LINE SURVEY AND 405 FEET WESTERLY 26 /// ♦ // THEREFROM; THENCE SOUTH 89'17'33" WEST 206.00 FEET TO A POINT OPPOSITE HES D 212 + 00 ON SAID D LINE SURVEY AND 611 I- - X I F- - H I I I I I I FEET WESTERLY THEREFROM; THENCE NORTH 00'13'40" WEST 53 65 / // 39 /// 5 / _ i i rL _ i i i . v PARALLEL WITH SAID D LINE SURVEY 355.01 FEET TO A POINT OPPOSITE HES D 215 + 50 THENCE NORTH 89'46'20" EAST, / / ♦ / 580.93 FEET TO THE WESTERLY MARGIN OF 132ND AVENUE SE; A / / ♦ / THENCE ALONG SAID WESTERLY MARGIN NORTH 00'13'40" WEST G/ ♦ / 125.00 FEET; THENCE ALONG A CURVE TO THE RIGHT SAID CURVE 27 00 / HAVING A TANGENT BEARING SOUTH 00'13'40" EAST, A RADIUS OF ° AIf, /PHA 2♦ t fi 9 68 i STA 14+62.24 g' of 28 o "�cr` y / / / 3 cp / 29 35 30 0+00 cook 34 \ P 70 31 69 D D 32/ / 33 ..� 71 77 � N / � / / 72 / /•... 11-OW MAIL -sEE , _6,rpM r w 76,. / r' �/ I - oo / / �/�/ TRACT 'N' / 3 ,q 2 REC. SPACE A:-3+11.23 , 23 Fm a2+77.85 , -SEE MTML ♦ //' TRACT 'K' ♦ 6,S / NGPE 75 OPEN SPACE 74 ♦ SF ,'TjC1 �SO ----- BSEL T50" FIR, 124' TALL __-\ v W/RED TAIL HAW]$��- Ci z� NEST J TRACT 'B' -` VETENTION/REC. SPACE 25.00 FEET AND A DELTA ANGLE OF 90 00 00 ALONG AN ARC DISTANCE OF 39.27 FEET; THENCE SOUTH 89'46'20" WEST 436.03 FEET TO A POINT OF CURVATURE; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 431.07 FEET AND A DELTA ANGLE OF 33'48'44" ALONG AN ARC DISTANCE OF 254.39 FEET; THENCE NORTH 39.58'34" EAST 68.34 FEET; THENCE NORTH 40'27'23" EAST 129.62 FEET; THENCE NORTH 34'27'45" EAST 115.99 FEET; THENCE NORTH 48'09'32" EAST, 53.32 FEET; THENCE SOUTH 44'01'19" EAST 62.49 FEET; THENCE NORTH 45'58'41" EAST 586.26 FEET TO THE WESTERLY MARGIN OF 132ND AVENUE SE; THENCE ALONG SAID WESTERLY MARGIN NORTH 00'13'40" WEST 200.00 FEET TO THE NORTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 4; THENCE ALONG SAID NORTH LINE NORTH 89'49'56" WEST 1293.26 FEET TO THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 4; THENCE ALONG THE WEST LINE OF SAID NORTHEAST QUARTER SOUTH 00'18'23" EAST 1313.32 FEET TO THE TRUE POINT OF BEGINNING. 0 10 20 40 sp TOGETHER WITH SCALE 1" = 60' THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M., IN KING COUNTY, WASHINGTON. EXCEPT THE WEST 30 FEET FOR COUNTY ROAD. SANITARY SEWER NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATION. 2. STANDARD SPECIFICATIONS SHALL BE 1994 APWA AS MODIFIED OP BY THE CITY OF AUBURN INCLUDING AUBURN'S STANDARD DETAILS, SPECIFICATIONS AND REQUIREMENTS. 3. A COPY OF THESE APPROVED PLANS SHALL BE ON SITE DURING CONSTRUCTION. 4. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 5. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS SO AS TO AVOID DAMAGE OR DISTURBANCE DURING CONSTRUCTION. 6. EXISTING PAVEMENT SURFACES SHALL BE SAWCUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SURFACES SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-1). 7. ELECTRIC AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF 5 FEET, 8. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 9. DURING CONSTRUCTION, ALL PUBLIC STREETS ADJACENT TO THIS PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION, AS DIRECTED BY THE CITY. 10. SEWER LINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON THE DRAWINGS. 11. SIDE SEWER SHALL BE INSTALLED FROM THE CITY SEWER MAIN A MINIMUM 6" IN DIAMETER WITH A 2% MINIMUM SLOPE. SANITARY SEWER CONSTRUCTION VKOM MAP OWNER VINTAGE HILLS, LLC. 7947 159TH PL. NE. STE. 100 REDMOND 98052 (425) 869-1300 DATUM AND BENCHMARK 1. DATUM: K.C.A.S. 2. KING COUNTY BENCHMARK: WEST RIM OF MONUMENT CASE AT S.E. 304TH ST & 132ND AVE S.E. ELEVATION-496.95 3. CITY OF AUBURN BENCHMARK: (NGVD 29 VERT.) RAILROAD SPIKE IN POWER POLE #31017 AT WEST SIDE OF 124TH, FIRST POLE SOUTH OF 310TH. ELEVATION=434.85. B.M.# 5-1 CONSTRUCTION SEQUENCE 1. SCHEDULE PRECONSTRUCTION MEETING WITH THE CITY OF AUBURN. 2. PUBLIC STREETS AROUND PROJECT TO BE KEPT CLEAN AT ALL TIMES DURING CONSTRUCTION. 3. CONSTRUCT SANITARY SEWER PER THESE APPROVED PLANS. 4. AFTER CONSTRUCTION, CLEAN SEWER LINES AS REQUIRED PER THE CITY OF AUBURN. 5. CONSTRUCT AND MAINTAIN TEMPORARY EROSION CONTROL AS NEEDED AND PER THE APPROVED KING COUNTY PLANS. 12. SIDE SEWERS SHALL BE INSTALLED, WHERE REQUIRED BY THE ENGINEER, USING COMMERCIALLY MANUFACTURED TEES AND SHALL BE PLUGGED WITH WATERTIGHT PLUG. ALL JOINTS SHALL BE APPROVED RUBBER GASKETED JOINTS. (THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2X4, FOUR FEET LONG BURIED IN THE GROUND A DISTANCE OF 3 FEET. THE LOWER END SHALL HAVE A 2X4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED 1 FOOT SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT ON THE 2X4). IN ADDITION, THE LETTER "S", 2 INCHES HIGH, SHALL BE NEATLY IMPRINTED IN THE TOP OF THE CURB BEFORE THE CONCRETE HARDENS TO DESIGNATE THE SIDE SEWER LOCATION . 13. LOCATION OF SIDE SEWERS SHOWN ARE APPROXIMATE ONLY AND MAY BE CHANGED AS REQUIRED DURING CONSTRUCTION UPON AUTHORIZATION OF CITY. CONTRACTOR SHALL NOTIFY ENGINEER WHEN EXACT LOCATIONS ARE DETERMINED.. 14. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 15. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT NO CONFLICTS OCCUR BETWEEN SANITARY SEWER LINES AND PROPOSED OR EXISTING STORM LINES PRIOR TO CONSTRUCTION. 16. ALL CONNECTIONS OF SDR 35 PVC PIPE TO MANHOLES SHALL BE MADE BY USING A.C. OR GPK MANHOLE ADAPTORS, OR APPROVED EQUAL. 17. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12 FEET 6 INCHES FOR SDR 35 PIPE. 18. BEDDING FOR PVC PIPE SHALL BE 5/8 INCH MINUS CRUSHED ROCK, 4 INCHES UNDER 6 INCHES MINIMUM OVER THE PIPE. 19. ALL PIPE TRENCH BACKFILL MATERIAL SHALL BE CLASS "A" BANK RUN GRAVEL MODIFIED BY THE CITY OF AUBURN. 1. THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2x4, FOUR FEET (4') LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3'). THE LOWER END SHALL HAVE A 2x4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1') SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER 0 TEE SHALL BE INDICATED IN BLOCK PAINT ON THE 2x4. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. GENERAL CONSTRUCTION NOTES 1. ALL WORKMANSHIP AND MATERIALS 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 THE 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 ONSITE 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 STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, 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 TRAFFIC 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 APPROVAL BY 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 r'nKl AIC!`TC'n WITH TI-1FAA 7 i o0 RECORD DRAWING CERTIFICATION PROJECT REF: FAC 00-0005 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION BY: 44. --------------- REQUIREMENTS DATE: -- o /----- , ----- APPROVED BY: TITLE/POSITION: _ _E_t-4_cLLt6sA-------------- CONFIRMED BY CITY: --------- DATE: __ DATE APPROVED: hr� A� W E 0 06 m E O 0 W -0 n A r� 1n oe� _ ~I U 3Ll Li- O L O4 z 0 0- 3: 0� Ui Ui `" W (4 �W A H U a � w m a 1n CK } W 0 z N I a Ld O z` o W m 04 0 � z x � U] m' z W � A W C7 z W fxl = E- A 3 W 1E~ z 0 0 A W cu Oa W W X d U Jc A J ItA I � -' W = W = CD L L d 4' W � pq 3 3 W i A z !� W H z U W V z C3 W 0 0- 0 DATE 12/22/99 JOB NO. 1653-005 DRAWING NO.1653-5S1 SHEET 1 of 6 10 z O0 m M I Cr �' z N z (A m M�m n c ~� ON vl C z=�G�m�rn Omm�x x Z O 1�-00Dv,N m�C(=� -1 0.m�<>Z m Z C M r SDrA�-� � rOfTt=1-n ao�r�Ozrrt�=� mCz_N M frlFjMD �0Zi 0OZD� o>z O>W'0L0nW C�CDC�O�tn Omn6-= I rn OZ0Omz N g000zz� � z C N 0 -1 � -p M c9i3OO ffc�ff >OD v CJi��(nZXMO OMM Nix > C m Z 2- D =120CrrnM z�C r�I z=z cn �mr • 0) 0 0 Cr C c C C v C C N 4 C C 4 C C D = = ZJ D o m O m = m C- m O z -I o < to O O� -C Tl o I D m m C D 0 W I -n m?o y I mU'ri C� I� z o z z 0 0 I V 476.3 + r,vn Z � � STA. 1 +1 _ SS SERVICE 476.5 TRACT !F 475.74 = STA. •8lllt STA. 8+ SS SERVICE LOT 48 SS RVICE ' ' n� LOT 318 476.5 /Z7 EVCS: 8 00 475.16 y STA. 0+4 EVCE: 475.16 < 3 I I SS SERVIC V - - = LOT 97 I II II 0 � co � vs � 475.8 474.43 M STA. 7 45.50 INT. FOAD C & STA. 0+0 ROAD STA. '2+90 D L„ 1 ELE =47 .35 SS SERVICE i LOT 6 cn I o +c� < < w < 00 STA. ; �or-(n r, 474.9 SS S RVICE ' II II < D o N 473.41 U4 �o + M .0 00 o m STA. 0 .� SS SERVICE 473.1 472.10 1 96 1+73 SS SERMCF LOT 93 r� t SERVICE SS LOT 58 470.5 BVCS 6+00 470.50 N + , B VCE: 470.50 STA. 00 CE SS SER LOT 92 � � o 0 w v 0 468.3 �P + r f ' o II 468.75 SS SERVICE o+S3 z S TA. o SS SERVICE //C-" LQT 59 �± O tb46 I-r A --^ E I ^_�` ni SS SERVI 466.4LOT __ 467.00 90 1 v Z3'y� N N 100 � ( STA. 4+56.58 INT. ROAD A & 465.0 / ROAD F STA 20+64.42 465.25 o .a .a 1+3 11 TA. 4+46 S SERVIC_E ! OT 89 463.4 �- VCS: 3+95 463.50 / +o '� STA. � SS SERVIC •e.S oft LOT 4 T SS SERVIC m 0 LOT 88 / --I N 0111110 110 /1 i 462.1 461.50 � v N N !I + r� 61STA. N TA. -9+59 SS RMQE LOT to p SERVICE ry (A LOT 45 / I II < O 2 f < D < N w �-I Z r M �or-v) CTi 460.5 I II II o �' 0143 II II < y N 458.88 co STA. I II II - o • � 0SS � :� � U, � \� 4\ACE O O C 0 X STA 14 o I+t SSVIE STA. - 6- L A5 SS SERVICE 457.7 LOT 46 k- W '' 455.63 171 o SSA tVICE STA 2+25.75 IN . ROAD CLOT./ STA. 0+00 RACT Ip c ELEV=45 .83 - ♦ •� EVCS: 2 05 BVCE: 452.18 EVCE: 452.18 456.0 STA. - N - -AA' 451.77 SSSERVICE 1 OV LOT 47 STA 0160.N IC 17SS LOT 3 STA Of SS E E ���Ik� 453.4 LOT 2 448.46 STA. � r- N /�� < II D II Z LOT 8 II < Z I I tom N D m C" S �� 451.3 II J C)o I cn +a "' II < � � o 11 Q -1 C' ; \ 446.50 OD w s .. w �- + C: �w �' 00 SS E V1C r p LOT0 00 V. + i ' �.�.__.� _ c� 448.5 -'^ � ` rn 445.88 < z cNiz 0<�D yvA 1 U, � °' I + BVCS: 0+15 _ Qom-' •� � P�, •�, � ' �'�j o o o VCE: 446.25) 445.8 +` TA. 0+00 INT. ROAD C . 4� n CO) 44 .55 �° w ' STA. 5+81.92 ROAD B h j I z z ; S� o ELEV=446.55 0 0.,. 0 114 I I z 1 rod I o I h0 n� STA. 2 *A SS SERVICE_ \ ',. 01 SEE SHEET 5 - M - a) Z r - i I+ o U m -<--i JIA. 1+1U -.SS SERVICE TF INV= 476. 0 FOR' FUTURE W o 67 STA. 911.:ram@ 00 -JSS SER�ICE INV=47 1.0 STA. 0+40 - SS SERVICE INV=470ti0 %*4 STA. 2+90 SS SERVICE INV=467.0 Z+t/ STA. 2+6e -SS SERVICE IN V= 46 7.0 L ra4 STA. -2+2 -SS SERVICE INV=467.0 I #.$I. _STA. 1 100 SS SERVICE (*3 INV=465.0 STA. i +4 --SS SERVICE N INV=463.0 --- 1 +os' STA. !+E)e (� -SS SERVICE �.► INV=462.0 o r!; STA. 9+40 -SS SERVICE INV=462.0 0 STA. at W -SS SERVICE CO INV=456.0 ots100 STA. -SS StRVI_CE INV= 455.0 - 0,+13 ST.XERM ()0SSS B(7) INV= 453.0 I I I I I i 200 �iy� SFR' Lij �o/00 4FR � 1 SQ 0 F �\ 4 8 C') DCF Olt �CF .0 W m m d ey m OWNER Vintage Hills LLC PREPARED BY 5� P� N aima & Holmberg Inc. of = o M PROJECT ENGINEERS & SURVEYORS o i Z N N DuBerry Hill - Phase 2 M � W W 100 FRONT STREET SOUTH ISSAQUAH, WASHINGTON 96027 (425) 392 - 0250 11 F'„vA t C.TZ Ati S .iD4J T`¢+R ` I7 /e3/ 2 MYLAR SUBMITTAL JEF TJR 7 13 00 w o coo I 0 I is jONAL � SHEET CONTENT DESIGNED BY DRAWN BY CHECKED BY �' Road C Sewer Plan / Profiles WSH MSH WSH 1 REVISIONS PER CITY REVIEW JEF TJR 5 30 00 ZV=S 11/30/00 REV. NEU - DESCRIPTION' BY CW DATE N SEE SHEET 6 SEE SHEET 2 ---"--- S 0 lie> �- � � A L x� �s \ x P v- F 5 - - - -- • q" SF "s AOL� � C� s+, �x�� w W as 9� �s A6, -/ / �5 S T,Y 6 5 S sQi / s �_� v z cn N •. \ /� ------/ /\ q k 1 \ // V/ �� \\ // / �� /l� n 0. 44 / S�rrl` ' / 1 v r,-I So �,o � / h I �g5 o I EXISTING PHASE i i 1 ' ` � ,,`` y 01 42 CONNECT TO EXI,�TING ST 1 3+ `� --- O,' � e Q � f �` s� ,��,.• ��CQ`�o• w C4 RIMS-- OO.Op. R 8� STUBOUT - !NW I �4S4,4s EXISTING INV= / _ - -` � �' -' �n�� Z N `'2 �-, �°` "Ir � � � i�J CQ --- � X��, - INV! OUT�� / 146.98(VERIFY)i , "_- '---"" _ -- ,- <� ___- � ���; � \ c x � ckf w LLi v ��xc \\ ' � of ,.. MHO Ghp �rl z 6 - -'" - cP / , �P���'�h tdy 1 \ �IAJ � _ - - , J tp W p 4. Z y .' ' _ _ _ - - _ '"Q Gj '� , , +�► A LLJ 0r �\Ir Ss y w vo '` 5<r \00 � N W �► , _ moo' .�� ', / j' �'' �,o� j , o ,o ,5 �Vy _---- A 3 -- SC LE 1 = 0 RG 5 m o u _ - �� hK / 2 / 0. - , P' a .. eLn ,s Mal 7 r. .. c,. - ,• U +00 00 e_ G i i i __./jam --� --`t RO =�� � r /414-60 � � (iJ�l vv � 2 �'?!� �' cat �Q P (�1� L .�� coul' _ _- w U ' U o - LO 6' PVC R cis c' i N S c ,� ' ,- - -----------, / ---- CIO u A Y ` V w U .: '`- �`�+ W o>G `t L - SERVICE O 2% _- - c � ' l\ - - - -- Li ,► \ `: o is `q r r ° v o- > ►n U d _ _--* wits. -�. '-- - ------ >� m N > o � - - --- cn > Q > Q r Z' '� N `\ MIN., , ,� �\ rn rn L � � o w CID 2 tU 0 t 0 > Ld 11 _ -10 > I-_ ,� 5; V) (/) K > 0 � --`�� - LOW POINT ELEV = 464.71 U) o __ w x Q o ® _ PVI TA = 14+5 o Q v LOW POINT STA = 21+15.62 o v ry w 'n o PVI Fl_FV A. =460_00 D. _ -2.23 SSD=574 (200' REQU RED) Ir o P I STA = 21 15 ~ + a3 = 89.80 00.00' vc Z PVI ELEV = 464.47 m a 00.00' VC PVI TA 19+0 cV n 0 (a II rn ,� A.D. = 3.90 o rn 't K = 12.83 Q rn rn r Q Q 0- H W A SSD=397 (210' REQU RED) U) PVI E EV = 462.2 0 0 cv + + 0 4 + � - -j0� + ui W F 0 - - 470 z z + o 00 - K= 136.57 N Ui w (125 REQ D) w N o11 0 X W N �LL. � Qi `� (�i U w 0 cv'� > v W (/7 m m w w (~n v~i w E O a '`Z' EH CIO p J w w -- l W Lij W 3 U U I- -- _ ----" _ - _- EXISTING G OUND i I I _ .._ a z < > m > m (n _ - _ _ - _ 0 50 R 1SH - a A (n a -V I L Fri __ mow_ w Ld L �� c� oc * 5 - o w GJ + G � w % 1 pp��� 4„ O w 0 1 �. L.� w V) d �J ° w c 0 Q LL vwi . cn v> d I --NO N N J too 00� ST SSM . 2 414-68 +90, 9'RT Ixcn V) v) o F too in En � ►Q- (n o N J Z24 ((n v) _j o. to 1 5- 8„ PV O o I IM=4 2 V-45 56 .. z 6.4 L d. N O vI N _j 0.+A,% 429 ^� p PVC ® . F_ SSMH# 4 20+ 4-65 2, 9", (U 5 2.40% 5tr7,Ng" PV ® w o t!1 d i d '' U� v w U • rin o N v; 5 N o> w 0 a f wd 5 O a- O SSMH#414-62 RIM= INV= INV= 4b4.g3 4sa.q� 453.$3 r. 2Q_------ 10 N U ,. N w + v �. "' 0 w H M + _U > ~ 4 - 5 �" 5 H O w O J a w Q w � 0 Q STA. 1 RIM= +25, 5 LT 462.70 U .�CL -- w� - �o + o QNw �� N �N NN INV= 4so.so J �' •N Q�_j allo J o �� N �N N 0/5 v) N� NN V)N R ! D ! F I i Q N 1 0 � c, N (n SSMH# 414 59 SSM # 414-60 SSMH# 41 -61 HORZ. 1" = 30' (n STA. 1 +7 , 9.6'RT STA(. 15�35, 4.7'LT STA. 17+6 7.3'LT 46t.iv VE T. „ 1 = 5 2 RIM= RIM= 457.44 RIM 4fo.13 Qi 440 I N V OU = �- 447.$l INV �}= IOUT�=44 * 2�•44E 78 45 INV OUT= 4so.io d i LI CONNECT TO EX STING 8" TUB- 4 `??o d EXI ITNG INV=4'08(VE IFY) 3 O DATUAf ELEV I N V IV � 446 • GO D TUY 'LEY i A z 435.00 �!"+ = 456.45 435 00 Ld N (DO rA �� �O N� rA r O O r` C4 0o0 10 �� � �� O 00N CD 00N NM M 0 N NO 04 r7 00'- L� �nt7 .- � III - z O d to �1 COh 0000 tf) to d d o� � � oO CO � � 06 (0 d c0 d � N � '- � N (D �i .mod N (D � � t7 (0 � CO CO "N (D CO rI N (0 �� d- * crq* (0 mot- Inwi (D � d- In (D � � (0 d c0rjj (D d Q0 WLi 1- L) U z O Ld w 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 /� 00 22+0 d N RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S PROJECT REF: FAC 00-0055 S(iPE�'p DATE 12/23/99 THESE PLANS ARE *AS -BUILT Call NOTE: CONSTRUCTION RECORDS THESE PLANS ARE APPROVED FOR CONFORMANCE % # Gz AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING before you EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER - BY: - ---------------- WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS JOB NO. DRAWING 1653-005 ND,1653-5s3 flit FIELD CONDITIONS AS OF THIS Digs GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO / DATE: A/ SHUT DATE: S��j, '� REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN r1J1tl'p HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES ---�� _________ _ - � (sj APPROVED BY: - --------- r ��102 wn,uAM SHUPE HOLY RG P1 I 1-8OQ-424-5555 NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. YOU DIG: 1-800-424-5555. TITLE/POSITION: — -- ------------- DATE APPROVED: _ ��� _______ 3 oF 6 l UNDERGROUND SERVICE (USA) CALL BEFORE CONFIRMED BY CITY: ----- ---- DATE:-------- PF °13 10;, \b 03 () i731 BOARD INSULATION & SAND CUSHION BETWEEN SEWER AND STORM -USE ETHA FOAM 220 460 450 440 j07 'lPVC 43C EXISTING SSMI RIM=438.00 INV IN=431.89 INV OUT=431. DATUM ELEV 420.00 c c ow 0 VC SD=225' (2 0' REQUIRED Q � 0 OLn� HIGH P01100.00, HI O PVI d- T ELEV = 450.42 TA = -3+5 °7 0 ``' OW POINT ELEV = 443.1 0 0 - 00.00' VC 0 I.n II ONZ + w U PVI ELEV on = 451.0 Q 0 0 Q LOW POINT ST - = -0+85. 1 PVI STA = 1+00 00 w �LnU Q A.D. cn _ -6.51 � 0 N c- 0 0000 0o Lnln PVI STA -1+50 z `O co PVI ELEV = 446.0 N w I �Ln I = 15.37 m ++ooao PVI ELEV = 441.00 _(0 II A.D. = -0.83 r (n i.,.i 6 I I z O r) d A.D. 7.00 ____ `y w ._ - + �w -- Nr-> K = 2.86 o +rnw �, d mm+ � J Uw * + W (A& Uw 0 Q V) V) I +Nw >>>> mw mw QV) > I 0 0 Imo— V) 0 cn 1.50�0 Q 00 ' _. ! 5.00q 00 � Till"j i PROPOSE 0 0 0 0 - F1N >> >> EXISTING GR UND XI TIN G CO w m w N RADE z7nINI - o Lo(Wj OV i U w N U� w N U O > + N u + - t I s + + O- O O I G N ti. (n0 � N O _ . W U I + p 17 IY N _- - �._-__ r l q ~ __ . (n _. W H(n0 - N..t�.__-_ LO U Q ~ H cn Q - la- to to� i __.___ _ Q _� �. 2 0'N PVC O 0.2 % 0'N� _ fn a V) 0 cn 0 (nJ' N i �� ROW- 2i1 " PVC O 0.2 % 'erg" PVC O 0.29% ' �8 PVC d W W N P W U W c0 r SSMH 414-53 n + U 5 w 0 U v U ~ * So � J � U ,. �~ + > SSMH# 414 51 f �' j SSMH 414-52 STA. 2+00 0 w o * N o SMH# 14-50 RIM_ 4�/.I -I'� STA. 3+50 - RIM= INV IN Q V) V) w a N N N N cn N RIM= ♦SO.2 NV IN= NV OUT 452.zs1 432845?3z.�s V T s QU + I INV I 0 =4�3:4� 435.z0 T=4�:A� +33.10 INV T=�3 .bb cn SSMH# 414-54 INV I 4_ 9 U � TA. 0+9 9'L i Ll + + � N M = • 4.44. 2 7 O wr ' 7 Q t` INV OUT= 434. N N o ROAD 'g' HOR4 1 VERT. 1" = b' In cD � LOM (60 � o ^� f�� co r� O 0 N (000 L � 00 I-) �.* ��'n d It �� � � ,I - d r Lc) d I 1 nn n-�-nn 1+00 2+00 -5+00 Call before you Djg. 1-800-424-5555 UNDERGROUND SERVICE (USA) -4+00 —J-t-UU NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555. L 1 V V HORZ. 1" = 30' VERT. 1" = 5' THESE PLAIN'S ARE 'AS-IRUIL.-° AND THE INFORMATION SHOWN ACCURATELY REFLECTS EX18TINO FIELD CONDITIONS AS OF TM1$ DATE- S//6/b r t 10AL fAM S4UPE HOLM ER®'i Us RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: � ---- ------------ DATE: _ 44.-ALIAL__________ TITLE/POSITION: _EleLG 1 �.16rF�-------------- CONFIRMED BY CITY: --------- DATE:-______- 460 450 440 '` co o W o M 0 A r In qt O _ p w w p}q z Q 0 F- 0. W 3 ly w V Q w W � A J ~ U v LA g w m a_ J � z � o J I \ (r ■ ® � a O W > O to o cv C\2 c O CO M w U 3 0 H � z x U] v� 0 U1 z W 06 A W H z �D 0 o w z x m cc E- CIO a 3 'q Z Q o O L? W W d A GJ O L cu 0- Go IIA 430 (, _c d 0- 0- J I L to w _, = 0� w i m d .a JQ d 3 O i A LL z W H z 0 F- U � W f- W Z O W 3 � _ PROJECT REF: FAC 00-0005 DATE 12/22/99 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION JOB NO. 1653-005 REQUIREMENTS DRAWING N0.1653-5s4 APPROVED BY: anfiz___ -----_ SHEET DATE APPROVED: _ _ ���� ------------- 4 OF 6 c )3 D 1711 SEE SHEET 4 -e C" LA 0 T l O- 1 0 0 Cr N00-0 +� 04C C z2x0M:: l'*t OmmMx x Z mMC:C') � 0zmo��Z m Z C co >Z=D9W� M >r- � M M m mcz N m�MMM000 FmmDO=-,� g 40C n00U) �pz�= =r�Tt MDLnO OMrmr:U ZF26M 00- XZDO ozM�nc��zm �znz�z -�jrn0C)z r 4�ZOm-gym V'T:zidnr0-0 cnm� n0Xov � 0'� z--i1 r-0 c)Mx 0 m z MM z 0(Z Cmr� Zo z Xm� w 0 0 0 0 0 0 a + C C m m cC D C M C z o U10 �Lo z� TI O�Z z� mom m 0=-T, omn V) C7 -D�I O0 �z D c� O vi 4 o D = _ c O i = m C- rn O rn C7 m zo 0 O O X o m c D 0m mzo > D INS 0 o 0 v IV I m x I e M 0 O I 00 i � 0 I I O n Z m 447.4 1+07 SOT c 27 v)�t EVCS: 2+0 EVCE: 447.17 447.17 SS SERVICE LOT 3 0 2 00 - li1 36 TA. S VICE AIL L OT126 449.0 o 447.7 1 +67 STA. + zF� Q- SERVICE S LOT 4 � STA. S VICE ,I LOT 449.4 BVCS: +00 448.33 BVCE: 48.33 � II = + STA. 0+33 �7 . gASERVICE VICE LOT 5 OT 2 .1►r`U'I 449.6 L 448.74 ^' W $ 0 0 0 0 ! _ = cn <<00 ot4s m w 00 TA' SERVICE 450.0 S 11 II < D v _ M 0 I II II D m o 448.80 LOT 6-- - CID ,j + 11 m 00 �o+� 1 J0 < I0 � 0O n i ® �0 CJ) N o O I N OD 448.6 's 448.52 TA. +7 / STA. 1+72- S ERVICE S SERVICE LOT 7 LOT.122 446.9 I q EVCS: 5 00 447.88 1 ( 7.Lin EVCE: 4 7.88 TA' S STA. SERVICE OT 21 S SERVICE LOT 8 446.3 0 M 0 447.07 S�+ cn (n < D R M � Z M Ui �t__4- STA. 2 1:76 -� S SERVICE _ - LOT 9 STA. 5+81.92 INT. ROAD 6 & cr- 0) D STA. 0+ 0 ROAD A w rri ELEV 446.55 445.2 �' a 446.26 row , I O+ I I � ot44 S SERVICE RVICE S79 LOT 10 oL 446.5 i -' N 445.45 CD o. 1 STA. 0 S SERVICE c LOT 11 STA. 6+96. 8 INT. ROA 'B' & 446.9 x STA. 0+00 ELEV ALLEY TRAC 444.69 'T 444.64 z 0 STA. SS SERVICE 1 fs LOT 20 446.3 IA_ _ _►t;!rl____ . 443.83 SS SERVICE STA. LOT 12 S SERVICE STA. 7+61.33 C NTER OF • DE -SAC E EV=443.65 SS SERVICECUL LOT 1 to .-i fA 4 -p w II Z = II � 442.7 STA. 8+06.37 STA = BACK OF +01.37 FACE 0 CL 443.02 I z z �2 CP In STA. I = < < M - +w !� c z LOT 13 + 4h. o 33 r v1A. u1 - 442.6 N `" J o 443.82 0 STA. 04 7 101 LOT 14&15 SSA. 9+8 D SS SERVICE _� _ LT17 0 II D P O I cn o6 STA. 9+11.36 END 0 SS SERVICE TRACT 'H' & PAVING LOT 14 ELEV=44 .13 :.1 r w � Cn S O o o C i I 1 ' i � I i r r Q m vv Im- Cb vT 7l p// STA. 4-I-433- , SS SERVICE= INV=436/,§ , \ \ \ \\1 '` It70 STA:, I SS SEiRVICE INV4437.1 1 STA. �SS SERVIC ,' f N V= 437 1 \ \ `\ \ 2tsv' STA. 2=PTO 'vSS SERVICE \INV=437 \3 1 \ 1 � OY STA. SS-SERVIC ' INV=437.6 i SSA. of el SS'` SERVICE INV=437.8 \ � Its Sr'A. SSERVICE" INV=!-\438.3 SS SERhVICE INV=/438.0 INV= 438.1 -a�Gr,O 2 u' - G O nF i , i i 1. i i 1 +7r Sri. 4 ---?L -SS SERVI( INV=439.( a W C) �1 (/`% � L. a OWNER PREPARED BY DUPE W -I Vintage Hills LLC w z oBaima Holmberg Inc. = z PROJECT o ENGINEERS & SURVEYORS N DuBerry Hill - Phase 2 100 FRONT STREET SOUTH ISSAQUAH, WASHINGTON 98027 (425) 392 - 0250 � O � � F�.✓A L Co 2E ?E /A JFu TJ,� S/I7fa Ln O �ISPE' 11332 w o SHEET CONTENT `s 1 2 MYLAR SUBMITTAL JEF TJR 7 13 00 1 o c° DESIGNED BY DRAWN BY CHECKED BY SjONAL 1 REVISIONS PER CITY REVIEW JEF TJR 5 30 00 Road B Sewer Plan / Prof Ile WSH MSH WSH DESCRIPTION BY CHK DATE EXPIRES 11/30/00 REV, NO. SEE SHEET 2 ,. SEE SHEET 2 r Im' .5_ a� 0+ 480 Er I 470 460 ITUM ELEV 450.00 Ln Lj qp U O 5; 4 ct W co V) II � N �1 W 00 Sr1i w co N II HV) > NNZ 01 000 11 I id; W O ry +; S coo ® V) > w (v) Z PURL[ SEWER EASEMENT 0'^ r Y / i / / / / / / / rr) N N Fo w w < (,,,)11 u 11.1. w„ H ± � J J 4 U; w pq 0 5 10 20 30 SCALE 1 " = 30' z D N Ln — lI) + J U m J O Z J 00 c6 < co d Q(n w+ 0+00 � W U Fa- (n U U Li W � m XISTING ROUND OL', N FI H2 G F_ AD f 0 ---- ♦ 1A + N 0 of w of V) J © •4 9 PVC • ROAD 'D'/TR C V! 5, + s N W cn S H# 414-66 w s ORZ' s - W v' N SSMH 14-67 S A. 7+50, WRT 474.1 „ T. = N o < ►- cn © cn cn J vn o (n J STA. 2 ' 50, 0 LT RI =074.2 cn J RIM= 440.�? IN IN=46ri-�8 4a .53 INV= 777 4sj,�7 IN OUT=455:fs& 5.43 r r o ifj d N O 01 0+00 1 +00 call before you Dig. 1-800-424-5555 UNDERGROUND SERVICE (USA) 2+00 NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: _� -- DATE: TITLE/POSITION: rl�i4ic�f-------------- CONFIRMED BY CITY: --------- DATE: __--____ THESE PLANS ARE "AS -BUILT AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIOINS, AS OF THIS DATE: 6/// I VAUJAM SNUPE HOMBERG PL.S 11 PROJECT REF: FAC 00-0005 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: _______ DATE APPROVED: e_4_409 W a; pal `a• m E } ■® co rn W CY d a.. W LY d J J tA O� d i 4 w V > H Uj A QLAJ U 0 m U D cn In Z g Q It � _j W 0 cv 0 1 cq � 3 (Z cv .. W O U W � o m U m z E z x cr z a" V) Q w � � A w x E—E z �D 0 c� 00 z H 00 } r4 E- _ wW Z O 0 L3 A XT DATE 2/23/99 JOB NO, 1653-005 DRAWING NO.1653-5S2 SHEET 6 OF 6 FF 03 D 17 Z I 1 51 55 62 41 52 63 54 I 40 64 53 65 39 38 66 69 D m N 72 73 74 c 67 75 37 �rF I36 MOU HEIGHT �. ,.8' DJ#,VIT ARM LENGTH -SEE 30 A 70 71 I TRACT 'B' IVETENTION/REC. SPACE 33 gsrv- SIDEWALK EASEMENT 32 26 "It 28 42 27 /10 ti� 2 SF 7 TRACT W NGPE OPEN SPACE 50 _ FIR,_ 124' TALL 24 2 23 3 4 78 YIN' 82 81 7 2 8o 79 8 LANDSC E TRIP TO B SEEDMI�( AP LIED AT A RA 33% XMAGI�, PERENNIAL R 33% AFFINITY PERENNIAL R 3 o SE RETARIAT PERENNI A LETTER IS ON FILE WITH ASSOCIATES LANDSCAPE A LANDSCAPING REQUIREMENT LANDSCAPE STRIP, TYP. ., Tr-e • . a��Ili i i 4r TRACT 'N' REC. SPACE -� _- �'I��i -• r 19 18 WN 17 TRACT 'S' DETEN'nON 20' DEDICA11ON STREET TREES O 40' SPACING 16 i 0 0 0 r A LEGEND Y I — _ STREET TREE PER CIY OF AUBURN DCS 3.09 L STREET LIGHT I63 I � � r t>4 - I 1 I 0 YEGRAS AL RCHITECTURE 15 4PG� I t 14 +8 Z YO I d 13 ,r 12 I I 10 HOT DIPPEDI CURB AT INTERSECTION I I STEEL CONDUIT T CROSSINGS. TYP. -SEE SPEC'S 2 50' MIN. I I � I I I I I I H- X I F- I- I I I I I\I 10' MIN. DRIVEWAY 1 L NTED WITH THE FOLLOWING I I- 6-7 LBS/ACRE: I I �c YEGRASS �= RYEGRA 15' MIN. ,\ I LUMI ARE D.D.E.S. FROM LANE OUTLINING TREE SPACING S. N.T.S. I �• STREET TREES O 40' SPACING I CABINET FOR �. INIERIOIR STREET LIGHT CONTROL -POWER SOURCE TO STREET TREES O INED BY PSE 2W SP� 1 I UAW TRACT V RACT '0' 20' DEDICATI 0 EN SPACE/REC. SPACE dill w" I� — rs aw vow D A N a PE - I STREET TREES - KIMOR STREETS (AUBURN SPECS. \ 1. STREET TREES FOR INTERIOR STREETS SHALL BE INSTALLED PER CITY OF AUBURN DCS 3.09. A MINIMUM OF ONE TREE PER LOT IS REQUIRED. 1. 132ND AVENUE FRONTAGE LUMINAIRES SHALL BE CONSTRUCTED PER KING COUNTY STANDARDS. SEE ILLUMINATION PLAN BY DAVID I. HAMLIN AND ASSOCIATES FOR FINAL LUMINAIRE LOCATION AND DETAILS. 2. LUMINAIRES ON INTERIOR ROADS SHALL BE CONSTRUCTED PER CITY OF AUBURN STANDARDS. SEE ILLUMINATION PLAN BY DAVID I. HAMLIN AND ASSOCIATES FOR FINAL LUMINAIRE LOCATIONS AND DETAILS. 3. THE STREET LIGHTING SYSTEM IS THE RESPONSIBILITY OF THE DUBERRY HILL HOMEOWNERS ASSOCIATION UNTIL SUCH TIME AS THE SUBDIVISION IS ANNEXED INTO THE CITY. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: ---------------------------------- DATE:------------------- TITLE/POSITION: -------------------------- CONFIRMED BY CITY: --------- DATE: -_-__--- I /8 Oo PROJECT REF: FAC 0011-99 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: _ _______ DATE APPROVED: _--F'_1��0- z C3 z Q Fi I1. . a_ m w Q 0 F W A t F- U H X d F- W maf 0 Z z V) af Q W Uj Uj 0 a _ o z M N W w IL �f o 0 -7T irpw� W 0 ui ■ o UI TRACT 'B' ° P4 ® � A 3 OPEN SPACE/REC. SPACE cv It �. W O U LLI m v co �f:e E- �D x x ® -d 10 9 o z a ( Q 8 06 W - A SERVICE CABINET FOR INTERIOIR STREET E LIGHT CONTROL z o -POWER SOURCE TO BE — DETMIN BY PSE w z F P4 ' ® w } as = tT ST `;. 7 _ A W z a v6 w 3 0 10 20 40 60 .. .�. ¢ o z u, o SCALE 1" = 60' -� W a W A �f J 1 6 W — 2+01.05T W 0 2 � I r TRACT M H Z N W Q ,A, W J EC. SPACE � a. 3 0) to (IZ d ZO _ U (L t- 5 J J/� I z - 4 m '-� �r 2 LA- J C3 TAX ._ ' ... :.:_ ...........; L A a1 U Q 3 i A � z W H z 0 � W � W z C3 W C3 0- y DATE 12/23/99 Cal NOTE: JOB NO. 1653-005 before you EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE DRAWING NE,653-5TREE EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- 96 GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN SHEET HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES 1-800-424-5555 NOT SHOWNORRP H424 P505ER LOCATION. 1 OF 2 BEFOREEYOUODIG:H0 1-800 3.10.1 general The City of Auburn prefers staggered lighting on all Principal and Minor Arterials. Single sided lighting may be acceptable if approved by the City Engineer. Final light standard location and design shall be confirmed by lighting calculations that substantiate a predicable minimum illumination level or from the table below and submitted to the City Engineer for approval. Roadway lighting design shall meet the design criteria in the most recent edition of the "IES Lighting Handbook" (Illuminating Engineering Society of North America) and applicable WSDOT and City of Aubum Standard Details and Specifications. 3.10.2 Design AN non -calculated designs and construction must meet the City of Auburn's design criteria. Ail poles and bracket arms shall be designed for the street fighting luminaire with a minimum weight of 50 lb. and to withstand pressures caused by wind loads of 80 miles per hour with a gust factor of 1.3. Where conflicts in the Standards exist, the City Engineer's decision shall govern. 310.3 Lighting Schedule Street street LarnP Average Required luminalre Light Davit spacing Classification Width Wattage Maintained uniformity Mounting Pattern Arm Foot- Ratio Height Length Candle Principal Arterial 58 R. 400 1.4 3 To 1 35 R. M-C 111 12 R. t90 R. Minor Arterial 46 R. 250 0.9 3 To 1 35 R. M-C 111 10 R. t 90 R Non -Residential 34 R. 20 0.9 3 To 1 35 R. M-C III 8 R. 200 R. Colte"Arterial ResidaMiN Cafteyw 34 R. ISO 0.6 3 To 1 30 R. M C III 8 R. t 7S R AilniM 34 R. 1 S0 0.8 3 0 1 35 R. Ill 8 R. 180 R. Rural Local R 28 R. 100 0.4 6 To 1 n .A .. 30 R. M C III 8 R 185 R -illuminate srgnailzea inmrsecaon3 v111y M=v 3.10.4 Foundations for Light Standards See Standard Detail TRSL-2 A. Foundations for light standards shall conform to Standard Detail TRSL-2. Each pole shall have a conduit sweep from inside the pole through the concrete base for each direction of wire run and shown on the plans. Anchor bolts per Section 9-29.6(5) (Foundation Hardware, City of Auburn Special Provisions) and Standard Doted TR L 2 shall he installed in foundations to enable luminaire mast arms to be Installed perpendicular to t center line of the roadway served. B. Luminaire pole foundations shall be 4 foot 8 inches deep and 2 feet square or 3 feet in diameter, Class 3000 Concrete (3 inch slump) Portland Cement. FOR 7.5' SIDEWALK CENTER OF POLE BASE TO BE SET IN SIDEWALK AT 6.5' FROM BACK OF CURB. --1.5' FROM BACK 1' FROM FACE OF SIDEWALK TO OF SIDEWALK TO CENTER OF CENTER OF LUMINAIRE BASE LUMINAIRE BASE 5' SIDEWALK 5' LANDSCAPE STRIP UJ NO o NpU U --� CONDUIT 1.5' CONCRETE PAD 4" THICK CONCRETE CLASS 3000 NOTE APPROVED BY CITY ENGINEER: DATE: _ 9� CITY-^ F N WAAHINGTON - DEPARTME FROM BACK OF CURB II SIDEWALK CONCRETE PAD 4" THICK CONCRETE CLASS 3000 �J-BOX N- POLE BAS PLATE 2 1/2 Q 3 W _Q N LANDSCAPE STRIP LUMINAIRE AND CONDUIT LAYOUT 'UBLIC WORKS STANDARD DETAIL C. Pole tur4lilw is next iD or in sidrawhis ,hall be placed Uush with the OnklTed surbas of the garb" Or The foundIIIand side&v* shall be separated by a 314 inch expansion joint such that the foundsOon can be removed without damage to the surrounding sidewalk. The top 4 inches of all foundations shall be square with sides equal to the diameter. 3.10.S Foundations for Service Cabinet See Standard Detail TRSL-3 The Service Cabinet foundation shall be 24 inches by 24 inches by 6 inch concrete pad and conform to Standard Detail TRSL-.3. 3.10.6 Conduit Street light conduit shall be Schedule 40 PVC-ASTM D1785. All conduits for street crossings shall be rigid hot -dipped galvanized steel. All conduits installed under sidewalk and driveway areas shall be Schedule 40 PVC ASTM D1785. Conduit type shall not change within a run. Conduits installed under paved roadway, riot crossing the roadway, shall be rigid hot -dipped galvanized steel and located 3 feet parallel to the curb line if possible. Conduits shall have a minimum of 24 inches of cover. 3.10.7 Junction Boxes See Standard Detail TRSL-4 A Street Junction boxes shall be shown on the plans in conformance with the City of Auburn Uniform Wiring Detail TRSL-4. Junction boxes shall be of the type specified on the plans and shall conform to the requirements of WSDOT Standard J-11 a. I B. Type 1 junction boxes shall be located adjacent to the sidewalk with a landscape stripe on roadside, at back of sidewalk without landscape strip, or within the shoulder of a non -curbed roadway. 3.10.8 Light Standards See Standard Detail TRSL-2 A. All lighting standards and bracket arms shall be tapered aluminum, davit -style units, With 5 foot 9 inch radius per Section 9-29.6(1)A (Lighting Standards and Bracket Arms, City of Auburn Special Provisions), and shall be installed in conformance with City of Auburn Luminaire Pole Detail TRSL-2. B. Anchor bases, per Section 9-29.6(2) (Slip Base Hardware, City of Auburn Special Provisions) shall conform to the City of Auburn Luminaire Pole Detail (TRSL-2). C. Light standards shall have 2 stainless steel through -bolts where the davit arm intersects the pole per City of Auburn Luminaire Pole Detail (TRSL-2). 3.10.9 Light Standard Handholes See Standard Detail TRSL-2 Light Standards handholes shall be (4 inches X 6 inches Nominal) non -flush type, in accordance with the City of Aubum's Luminaire Pole Detail TRSL-2. 3.10.10 Photoeleolric Controls 10/18/9d .............................. Design and Construction Standards ....................... page 81 JUNCTION Box SHALL CONFORM TO' wSDOT STANDARD PLAN Na J-11c. ALT, B (17' ■ 22' W/ GALV. LID \ CURB AND OUTTER. TYPE U.S.E. /aAWe STRANDED COPPER MARE (SIZE PER ELECTRICAL PIANX SEC MODEL 1791-DP OR APPROVED EQUAL JUNCTION BOX LOCATION (SEE TRSL-1) SERVICE CARNET PVGET TRAM" /\ vA1TLT SOME CABINET MUST 9E Wrow so' or THE DESiONAiED POWER SOURCE � PHOTocELLr n ss• CEDNEY INSULATED TO POWER VAULT. J BONDING BUSHINGS. TO BE CONNECTED BY OTHERS, 3 06- AWG U.S.E. STRANDED COPPER \ \\ SKYLIHIE SERI[S 4109e, 111AAETEREO. LOCKABLE SERVICE CARNET (CHANGEABLE � + CORE AND PAD LOCKABLE Al11lESS S7iil NAME OR APPROVED EQUAL). NSTALL AND CONNECT TO ORCRJiD ROD PER a aRo1RD Roos ARE tllsoT BTAMIIb. CASE oEBIEY NsuAT� REOtIRED 6 R. MN. NOT REQUIRE, P GROUND eUShMN04. p1STA1K:E APART IS INJ- �< > (MAXIMUM So To \ POWER SOURCE) 2' OW NOT-OIPPED 'k.SCW COPPER -COMPRESSION I e' MN. GALVANIZE STEM CONDUIT TYPE CRI ss STEEL MP.. / CLA('CC''C11MP} (� FROM LAST JUNCTION sOX" BARE STRANDED COPPdt GROUND TO NEXT JUNCTION BOX. (SIZE PER ELECTRICAL PLAN). TYPE U.S.E. /6AWC STRANDED COPPER BELL ENO PVC BUSHINGS. CONDUIT, 7ERVICE CABINET TO BE EQUIPPED MATH FOLLOYMO 2-I PVC SCHEDULE C 40. EXCEPT W&AM& 20A IP-G.F.I. RECEPTACLE, 15A 2P AT STREET CROSSINGS. LIGHTING; COMM AS REQUIRED. PMOTOEIECiNC CELL MODEL SST-IES OR EQUAL A BYPASS SMMTCN SHALL BE REQUIRED INSIDE THE SERVICE CARNET MARKED BYPASS. ONE PER CABINET. 2,PROVM BY CITY ENGINEER: DATE: ILLUMINATION SYSTEM iy SERVICE DETAIL ,11 TY OF AUBUR WASHiNGTON - E_AR N 0 PUBLIC K STANDARD ETAIL: 10 � Photocalk shall be installed on the service cabinet in conformance with Section 9-29.11(2) (Photoelectric Controls) of the Standard Specifications, "SST" Series model "SST-IES" or equal. A bypass switch shall be required inside the service cabinet, clearly marked PE Bypass. One photo cell will be required per service cabinet. 3.10.11 Luminaires A. Luminaires shall meet the general requirements of Section 9-29 (Illumination, Signals, i Electrical) of the Standard Specifications with the following modifications: 1. 400 Watt, clear burning, high pressure sodium light source rated at a minimum of 50,000 initial lumens with an average rated life of 24,000 hours shall be used on traffic signal standards at intersections; 2. Clear buming high pressure sodium light sources of the ratings shown in the lighting schedule shall be used.; 3. 240 Volt AC; 4. IES-ANSI Light distribution pattem: Lateral: Type III Vertical: Medium Control: Cutoff B. The luminaires shall be a flatglass high pressure sodium (G.E. or equal) as approved by the City Engineer. The luminaire housing shall contain the ballast and be bracket arm mounted. The ballast shall be 240 volt plus 10 percent with magnetic -regulator design and be prewired to the lamp socket and terminal board, requiring only connection of the power supply leads to the terminal board. The entire power door assembly shall be quickly and easily removable and replaceable through the use of quick disconnect plugs. The luminaire shall be bolted to the standard by means of cast -in inserts and this detail shall be coordinated with the standard manufacturer to ensure proper fit. The terminal board shall have lugs of a 240 volt 2-wire power source. Each fixture shall include the shorting cap, the ballast and high-pressure sodium lamp rated 24,000 hours (minimum). All luminaires shah be cutoff units for glare control. All luminaires shall be high-pressure sodium, medium cutoff type III units as manufactured by General Electric or approved equal as listed in the following table: Wattage ANSI Lamp Type t Number Max. Luminaires Per Circuit 100 S54 EM2AC10S3M1GMC32 14 150 S55 S3M1GMC32 12 250 S50 MDCL25S3M12FMC32 8 400--f S51 MDCL40S3M12FMC32 7 C. All luminaires shall be provided with markers for positive identification of light source and wattage per Section 9-29.10 (Luminaires) of the Standard Specifications. A maximum of 5% voltage drop across each circuit will be permitted. Voltage drop calculations will be required for all non-standard illumination systems. ,AUNCTION BODE TYPE U.S.E. PIIAWC STRANDED COPPER s P11Ie P} \ LAN mc Moon 1MAW OR APPROVED EQUAL TYPEO' COPPERESSIOH TYPE OR STAINLESS £55 STEEL EEL Cam. / r- FROM LAST JUNCTION eoKk v 2'• PVC CONOtNT. SCHEDULE 40, EXCEPT AT STREET CROSSINGS. ;d .I"*IN •i7 J Call before you DJ g. 1-800-424-5555 UNDERGROUND SERVICE (USA) HAND HOLE JUNCTION BOX LOCATION (SEE TR5L-1) ROME POLE AND eltACIOT CA" I TWO COiICUM AMC 010 SMAMM COPPER WI% 45 MIL PVC INSILATKIN. 95 ME NMW P%V[ rN M BELT OR APPROVED EQUAL. -,,,,fro LUMINAIRE Omm LUG HMO HOLE SHALL eE FACE THE JUNCTION BOX. 9ME AWG 06 AWG STRANDED GROUND \� SEC MODEL 1791-SF \ \�\ FUSE-F M-s OR APP'D. EQUAL (2 EACH). \ / U.sE. rsA STRANDED UPPER �'\i•\ GEONEY NAULAiED T \ BONDING BUSHNGS. I i9 2' RIGID HOT DIPPED I GALVAMZE STEEL CONDUIT. TO NEXT JUNCTION BOX. Ile ARESTRANDED COPPER GROUND (SIZE PER ELECTRICAL PLAN). BELL END PVC sus"I /G. DA UNIFORM LUMINAIRE HARING DETAIL NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555. CONCK*MNT SCHEDULE OL AZTlM3AS8: 10O AAA►, 4 JAW. AW #l21314. (WRA 1YrASS BUXXS) (CONTRACTOR TO VISPIFY WITH SERVING VTQXM O PANELBOAM. 124 U VAC, 105 ANW.1 PHASE, 3 WIRE, COPPER BUS WFSTMACIVIS BAD DOLT -ON MUtAXZ". 1 - 1=2 MAIN i • 20r2 OdtArOlIATt01r Tw►14c3t I . So/) SIM4AL V A" I.1311 CORTTK2L CTCT 21"CH O CONTACTOR LIGHTTM RATED. 2 POLIE 120 VAC COQ TV0OULD 02)MW20AA I•REquMED O PHOTO ILECTRIC CELL' 1600 VA, 120 VAC, ALE ►SST-23 (PER WSDOT SMC) O PHoro cUL BYPASS SWITCH, SM. If ALO, 277 VAC O GROILWD FAULT R,ZCEPrACLE, 120 VAC. DU"AX 20 A CADTIMT'.. NIMA ]R PADA40U Tr. 412 GA ARLGALVAMZDD 1TMIL CONSTRUCTION 2 SCRUVWBD AND GASKITSID, VE►lf! DOORS: XIIAVY DVTY COKCMALLO heroes (LIFT-olrr TYM rADLOCr-4ILS SfAOasSS STM VAULT KANDLF t 3 POrNr LATCH POLISIMD W= GLAis WINTOW IN Mr= DOOR CLOUD CELL NEOPRENE CIASM. CA= HOLDER F MSH:POLYE"U POWDER COAT, ALtMNW 0lTrSCDE. WHM INSIDE .i W11 1301440 YAC, 1 e, 3 WIRS La r WINING 3CWCP4Arit N 111 =r i i- ouonMOM1T PLAN VOW or ua . UL LISUD PER STANDARD N508 CITY OF AUBURN ,� yE,��vssa3rrry�.�rcaFatnr mrr SERVICE CA11DW SERMS 41700-A t 9.23-91 M. E. BELL "WH 3.2-M SKYLINE ELECTRIC 66 MHO. COMPANY INCOMPO•AT10 3wNt�ieHeU 114141 Rw1biv4-, FPPIeir..y.HMM E iw++illM trA.�4 3MU 11Te AYDRNI IOII711 0 0 0LAJ Y U } w w w 04 Z C3 Z H O a03 D at y 0LL. W cn A Q U J F_ of F_ UJ m a NZ (N z 0 w o of a nI NI -I -�;1 glow cgiull UATTLLWAgXIIJUNHIM O O 01 • O 6 SERVICE CABINET FOR STREET LIGHTING CONTROL M ® � 3 04 c W W o U W ao ^ z P 0 � z c:d �4 PCI Cr0 Z a e Q 06 A w � z o rn F, W E0 z Ems.., WPCI PCI ® E. �v A a W 3 o Z Q O 0 Wo W a, A a A W W (y\ a (U Z Z U s 0-J J Z ' t 2 = J �TT i Z d L W Z PQ W M H i A o Q H U � W H W z 0 W a '7 / O a 0 RECORD DRAWING CERTIFICATION PROJECT REF: FAC 0011-99 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S DATE 12/23/99 CONSTRUCTION RECORDS THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION JOB NO. 1653-005 BY:---------------------------------- REQUIREMENTS DRAWING N0.1653-5c16 DATE: ___________________ APPROVED BY: __ _ TITLE/POSITION: __________________________ __ SHEET CONFIRMED BY CITY: _________ DATE: ________ DATE APPROVED: --ev --------- 2 OF 2 PF C�3 g "� Ito .g,e _ vtii:. 03 D 1731 p F 11 O'13 °I o F I s: 03 Q 17 31 03 0 1731 GENERAL NOTES 1 . SEE SHEET 6 FOR LUMINAIRE SCHEDULE, CONSTRUCTION NOTES, AND WIRE NOTES. 2. SEE SHEETS 7 AND 8 FOR WIRING DIAGRAMS. 3. ALL FINAL POLE LOCATIONS SHALL BE APPROVED BY THE OWNERS' REPRESENTATIVE PRIOR TO CONSTRUCTION. Record Drawing Certification These drawings conform to the Contractor's construction records. By: Date: Title/position: Confirmed by City: Date: PROJECT REF: -EGG 94 —0 4 4 H J-1 V i 01 F kL 00 — 000 S These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By: 04e,56� <�—aot& Date Approved: 2 Zt 1461 FILE NAME DUB21L2 PLOT DATE D5 Y"d o O Q DESIGN DATE 9/00 DESIGNED D. HAMLIN DRAWN DesignCAD CHECKED +..w 1319 Dexter Avenue North Seattle. Washinc•�ton (206) 2:5-9035 ite 270 9'1�9 AGENCY APPROVAL I PROJECT TITLE FOR BY DATE BY EXPIKS: APRIL 24 2001 I I DATE KING COUNTY Roadway lfluminaUon Plat of Duberry Hill - Phase 2 County. ONashinc•�ton CIRCUIT I.D. LUMINAIRE N0. CABINET NO.� 1C-1 CALL HOURS BEFORE YOU DIG 1-800-424-5555 REVISIONS NO. DATE BY DESCRIPTION L�J SHEET TITLE LEGEND NEW CONCRETE PAD WITH LUMINAIRE POLE AND TYPE 1 JUNCTION BOX TYPE 1 JUNCTION BOX CONDUIT AND WIRING CONSTRUCTION NOTE WIRE NOTE ManhaVon Man (2 of 4) SHEET NO. OF 8 SHEETS I IN THIS CATEGORY 03 0 1>31 Reoord Drawing Cartifktation These drawkW oonbrm to the Cori cot t*Mj ftn reoorde. 1 By: Date: Tme✓pore mm Confirmed by City: 1 4 I SEE SHEET 6 FOR SEE SHEETS 7 ANC ALL FINAL POLE LC TO CONSTRUCTION FILE NAME DUB21L3 a a a '' I.J AGENCY APPROVAL PROJECT TITLE REVISIONS PLOT DATE D O d O OA o D On �W�lApiFOR KING COUNTY NO. DATE BY DESCRIPTION v Q o m Q s s C Q s 4) �A RoadwayIllumination DESIGN DATE 9/00 1319 Dexter Avenue North Suit® 270 � �� • BY DESIGNED D. HAMLIN u`W (/ 18013 DATE �at ®f C�u�®rr� Hill - 'has® Seattle, Washington 98109 BY fan fount Washington DRAWN DesignCAD (206)285-9035 g y, g CHECKED E7CFIRFS: APRtt24 2�1 DATE tr` CIRCUIT I.D. LUMINAIRE N0. BINET NO.� 1C-1 _EGEND SERVICE/ILLUMINATION CABINET CONCRETE PAD WITH SERVICE/ILLUMINATION CABINET AND TYPE 1 JUNCTION BOX CONCRETE PAD WITH LUMINAIRE POLE AND TYPE 1 JUNCTION BOX TYPE 1 JUNCTION BOX CONDUIT CONSTRUCTION NOTE WIRE NOTE SHEET TITLE Illumintion Pln (3 �mpTimm SHEET NO. a OF 8 SHEETS IN THIS CATEGORY O"S () 17 3 GENERAL NOTES 1. SEE SHEET 6 FOR LUMINAIRE SCHEDULE, CONSTRUCTION NOTES, AND WIRE NOTES. 2. SEE SHEETS 7 AND 8 FOR WIRING DIAGRAMS. 3. ALL FINAL POLE LOCATIONS SHALL BE APPROVED BY THE OWNERS' REPRESENTATIVE PRIOR TO CONSTRUCTION. w CIRCUIT I.D. INET NO.� 1C LUMINAIRE N0. 1 LEGEND NEW CONCRETE PAD WITH SERVICE/ILLUMINATION CABINET AND TYPE 1 JUNCTION BOX CONCRETE PAD WITH LUMINAIRE POLE AND TYPE 1 JUNCTION BOX Record Drawing Certification ;� ® TYPE 1 JUNCTION BOX These drawings conform to the Contractor's PROJECT REF: 72 construction records. F04 00 - Opo�-------- CONDUIT These plans are approved for conformance with BEFORE s the City of Auburn's Engineering Division YOU D I G requirements.0 CONSTRUCTION NOTE By: Date: WIRE NOTE Title/posltion: Approved By: —2,60w� Confirmed by City: Date: Date Approved: 1-800-424-5555 FILE NAME DU8211-4 a n � A a y PLOT DATE OQ d n H i5�3,O m pn s s o c �a So s DESIGN DATE 9/00 1319 Dexter Avenue North Seattle. Washington (206) 2:5-9035 uite 270 98109 I AGENCY APPROVAL FOR KING COUNTY BY DATE BY DATE PROJECT TITLE Rc�adWay Illumin�.ltion Plat of Duberry Hill -Phase 2 REVISIONS NO.I DATE I BY DESCRIPTION SHEET TITLE ffluMhafibn Man (4 of 4) SHEET NO. 05 DESIGNED D. HAMLIN DRAWN DesignCAD CHECKED �10 I)NA7. � Expvto: APRIL 24 2001 bong County, Washfton OF 8 SHEETS IN THIS CATEGORY LUMINAIRE SCHEDULE CABINET N0. CIRCUIT 1. D. LUMINAIRE N0. LAMP WATTAGE POLE TION LOCAROAD Z OF POLE T CURBOACE MOUNTING HEIGHT ARM LENGTH REMARKS PEC GLARE SHIELD ROAD A ROAD B ROAD C D ROAD E ROAD F 1 C 1 100 WATT 14+79 LT 7 FT. 30 FT. 8 FT. TYPE III LIGHT DISTRIBUTION NO NO 1 C 2 100 WATT 1 6+65 LT 7 FT. 30 FT. 8 FT. TYPE III LIGHT DISTRIBUTION NO NO 1 C 3 100 WATT 18+06 LT 7 FT. 30 FT. 8 FT. TYPE III LIGHT DISTRIBUTION NO NO 1 C 4 100 WATT 20+29 LT 7 FT. 30 FT. 8 FT. TYPE III LIGHT DISTRIBUTION NO NO 1 C 5 100 WATT 5+22 RT 7 FT. 30 FT. 8 FT. TYPE III LIGHT DISTRIBUTION NO NO 1 C 6 100 WATT 7+27 RT 7 FT. 30 FT. 8 FT. TYPE III LIGHT DISTRIBUTION NO NO 1 C 7 100 WATT 1 +51 34' LT 7 FT. 30 FT. 8 FT. TYPE II LIGHT DISTRIBUTION NO NO 1 C 8 100 WATT 21 +72 LT 7 FT. 30 FT. 8 FT. TYPE III LIGHT DISTRIBUTION NO NO 1 C 9 100 WATT 3+47 RT 7 FT. 30 FT. 8 FT. TYPE III LIGHT DISTRIBUTION NO NO 1 C 10 100 WATT 1 +55 LT 5 FT. 30 FT. 8 FT. TYPE III LIGHT DISTRIBUTION NO NO 1 C 11 100 WATT 1 +45 LT 5 FT. 30 FT. 8 FT. TYPE III LIGHT DISTRIBUTION NO NO 1 C 12 100 WATT —3+12 LT 5 FT. 30 FT. 8 FT. TYPE III LIGHT DISTRIBUTION NO NO 1 C 13 100 WATT —4+37 LT 7 FT. 30 FT. 8 FT. TYPE II LIGHT DISTRIBUTION NO NO 2 A 1 150 WATT 0+67 RT 5 FT. 35 FT. 6 FT. TYPE III LIGHT DISTRIBUTION NO YES 2 A 2 150 WATT 2+30 RT 5 FT. 35 FT. 6 FT. TYPE III LIGHT DISTRIBUTION NO YES 2 A 3 150 WATT 3+92 RT 5 FT. 35 FT. 6 FT. TYPE III LIGHT DISTRIBUTION NO YES 2 A 4 150 WATT 5+54 RT 5 FT. 35 FT. 6 FT. TYPE III LIGHT DISTRIBUTION NO YES 2 A 5 150 WATT 7+16 RT 5 FT. 35 FT. 6 FT. TYPE III LIGHT DISTRIBUTION YES YES 2 A 6 150 WATT 8+29 RT 5 FT. 35 FT. 6 FT. TYPE III LIGHT DISTRIBUTION NO YES 2 B 1 100 WATT —1 +26 LT 5 FT. 30 FT. 8 FT. TYPE III LIGHT DISTRIBUTION NO NO 2 B 2 100 WATT 0+88 RT 5 FT. 30 FT. 8 FT. TYPE III LIGHT DISTRIBUTION NO NO 2 B 3 100 WATT 2+43 RT 5 FT. 30 FT. 8 FT. TYPE III LIGHT DISTRIBUTION NO NO 2 B 4 100 WATT 4+26 RT 5 FT. 30 FT. 8 FT. TYPE III LIGHT DISTRIBUTION NO NO 2 B 5 100 WATT 6+1 6 RT 5 FT. 30 FT. 8 FT. TYPE II LIGHT DISTRIBUTION NO NO 2 B 6 100 WATT 7+78 RT 7 FT. 30 FT. 8 FT. TYPE III LIGHT DISTRIBUTION NO NO SERVICE CABINET 2 BREAKER AND CONTACTOR SCHEDULE CIRCUIT NO. MAIN BREAKER AMPS BRANCH BREAKER AMPS CONTACTOR AMPS REMARKS MAIN 100 — — 120 240 VOLT 1 ILLUM — 20 2P 30 240 VOLT 2 ILLUM — 20 2P 30 240 VOLT CONSTRUCTION NOTES 1O CONSTRUCT SERVICE/ILLUMINATION FOUNDATION WITH CONCRETE PAD AND TYPE 1 JUNCTION BOX (SEE DETAIL THIS SHEET). INSTALL SERVICE/ILLUMINATION CABINET. O2 CONSTRUCT LUMINAIRE POLE FOUNDATION WITH CONCRETE PAD AND TYPE 1 JUNCTION BOX (SEE LUMINAIRE SCHEDULE FOR LOCATION AND SPECIFICATIONS FOR CONSTRUCTION DETAILS). INSTALL LUMINAIRE POLE AND LUMINAIRE WITH INTEGRAL PEC (TYPICAL 1 PLACE). O3 CONSTRUCT LUMINAIRE POLE FOUNDATION WITH CONCRETE PAD AND TYPE 1 JUNCTION BOX DSEE ETAILS) IIINS ALL LUMINAIRE FOR POLLOCATION D LUMIAND NAIRE (TYP CAOLN23FP ACOOR ) TRUCTION �4 INSTALL TYPE 1 JUNCTION BOX (SEE WSDOT STD. PLAN J-1 1 a & SHEET 10). O5 CONNECT TO TRANSFORMER VAULT IN ACCORDANCE WITH PUGET SOUND ENERGY REQUIREMENTS. © INSTALL CAP ON CONDUIT FOR FUTURE EXTENSION. 7O CONNECT NEW ILLUMINATION CIRCUIT TO EXISTING TERMINALS FOR CIRCUIT "C". Record Drawing Certificatlon These drawings conform to the Contractor's construction records. By: - Date: Title/position: Confirmed by City: Date: PROJECT I- F AC 00 - 0005 These plans are approved for conformance with the City of Auburn's Engineering Division requirements, Approved By: S 14 Date Approved: Z� Zi 1I FRONT DOD R TYPE 1 SERVICE/ 3, JUNCTION ILUMINATION 12" BOX CABINET 9.512" " —I „ 21 6 4 1 /2" X 1 6" GALVANIZED ANCHOR BOLTS 211 7 22" SERVICE/ILLUMINATION CABINET FOUNDATION AND PAD WIRE NOTES CONDUCTORS EXISTING NEW col G�o� o-•��l RUN ��� - GGAO GAO GAO ��Q �J G G P COMMENTS 1 1 3 2" PVC 0.40" 0.87" 2 3 4 1 2" GRS 0.36" 0.87" 3 3 4 2" GRS 0.30" 0.87" 4 3 2 1 1-1 /2" PVC 0.18" 0.53" 5 4 1 2" PVC 0.30" 0.87" 6 2 1 2" PVC 0.18" 0.87" 7 2 1 1-1 /2" GRS 0.12" 0.53" TYPICAL 23 PLACES. 8 2 1 2" GRS 0.18" 0.87" 9 4 1 2 2" - PVC 0.42" 0.87" EXISTING CONDUIT. 10 2 1 2 2" PVC 0.30" 0.87" EXISTING CONDUIT. 1 1 2" PVC 0.87" SPARE CONDUIT FOR FUTURE USE. CALL72 HOURS BEFORE YOU DIG 1-800-424-5555 FILE NAME DU62NO I.Y�" a a ��,�;1 // AGENCY APPROVAL PROJECT TITLE REVISIONS SHEET TITLE PLOT DATE D O d OA o O On��19 F RW �1 / l70 FOR KING COUNTY Roadway MumMafion NO. DATE BY DESCRIPTION DESIGN DATE 9/00 1319 Dexter Avenue North S uJp e 270 ® Lo BY Mat of DuberrHM - Phase ase Lam- Notes DESIGNED D. HAMLIN �eo� 1� DATE Seatfle9 W ashgMgton 98109 '� DRAWN DesignCAD (206) 285-9035 BY lung County, Washington CHECKED ExP1RE9: APRIL 24, 2001 DATE SHEET NO. OF V SHEETS IN THIS CATEGORY P!_ � oci !3 14 o F I i 0'" D 17 3-1 �v 1C-8 TYPE 1 JB� 2N0.8�__ EXISTING SERVICE/ILLUMINATION CABINET (CABINET 1) CIRCUIT A I CIRCUIT B CIRCUIT C TYPE 1 JB CEXISTING) EXISTING LUMINAIRE TYPE-1 JB 1C-13 TYPE 111311 2 NO, 8 00 1C-7 C) N i 1 i TYPE 1 JB 00 6 z N 2NO. 8 2 NO. 8 TYPE 1 JB 2NO. 8 TYPE 1 JB t_ 00 0 z N 01 TYPE 1 JB 2 NO. 8 TYP�E_1 JB 1C-9 • TYPE 1 JB TYPE 1 JB PROJECT REF: ±/—Cl- F W- 0* -coos These plans are approved for conformance the City of Auburn's Engineering Division requirements. By: Date: Title/position: Approved By: Qa" SAP Confirmed by City: Date: Date Approved: Record Drawing Certification These drawings conform to the Contractor's construction records. FILE NAME DUB2WD1 a �j�`,,� AGENCY APPROVAL PROJECT TITLE REVISIONS SHEET TITLE SHEET NO. PLOT DATE D O O Os, OA:)0FOR KING COUNTY DNO. DATE BY DESCRIPTION DY�"d� D� J"n �S�C�DD C�� � ���. �®���� oou��o���o®� � I F� D DESIGN DATE 9/00 �1�319 Dexterr Avenue Nort u Suft 270 BY Mat of Daberry He Phase 2 Vnh g M'agram 7 DESIGNED D. HAMLIN Seatfle9 WasHngq©n 98109 DATE BY �°nCounty, Mnl���o� ���CabhstOF 8 DRAWN DesignCAD {�y9 (206) �v�Q�©�� Ll IN THIS CATE CHECKED �cPiRES: APR1L24,2a01 DATE Oci 13 1570� 16 03o 01731 2NO. 8 2 NC NO. FILE NAME DU82WD2 PLOT DATE DESIGN DATE 9/00 DESIGNED D. HAMLIN DRAWN DesignCAD CHECKED PF� d3 I� I6 o� o A s so�oa���(206) 285-9035 r L 2 N�. 2NO. 8 IAGENCY APPROVAL 7Q+ �o f� FOR KING COUNTY N� DATE ;tll BY EXPIRE$: AML 24 24o1 DATE PROJECT TITLE 2NO. 8 N r L 2NO. 8 Roadway Illumination Plat of Duberry Hill -Phase 2 Kind County, Washinc•�ton 2B-6 TYPE 1 JB i i 2 NO. 8 TYPE 1 JB _ I 2NO. 8 Record Drawing Certification These drawings conform to the Contractor's construction records, PROJECT REF: 14. Ric. 00 -0005' / These plans are approved for conformance with the City of Auburn's Engineering Division requirements, By: Date: Title/position: Approved By: Confirmed by City: Date: I Date Approved: z 1 a 1 I of TYPE 1 JB _ I 2A-3 2A-2 REVISIONS NO. DATE BY DESCRIPTION SHEET TITLE 2 NO. 8 MCI dng Da°agrram CaNnet 2 TYP,E1 JB 2A-1 SHEET NO. Fol OF 8 SHEETS IN THIS CATEGORY 0 3 D 17 3/