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04D1742
OVERALL SITE PLAN SECIpN 9 FCU ,,,� 4.7 Sec. 9, Twn. 21 North, Rge. 5 E, W.m. GREEN RIVER COMMUNITY COLLEGE Student Housing Development Auburn, Washington City of Auburn, Water & Sewer Submittal Soulheas1312th Mw %I n I � 1 ; t 0 20 40 _ 80 �FENcE 1 C MEHL FOUNo RFBAR i HARnAo 137„ CAP Scale: 1}� =404 ( ow ARE ) - --°-°-°-°-�- - - - -°FOUND RE -BAR & 5:92%] LEGAL DESCRIPTION SHORT PLAT CERTIFICATE AS PREPARED BY: CHICAGO TITLE INSURANCE COMPANY ORDER NUMBER 1023041 PARCEL: 0921059164 THE WEST 722.58 FEET OF THE SOUTH HALF OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 21 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 350 FEET THEREOF; ALSO EXCEPT THAT PORTION THEREOF LYING WITHIN THE RIGHT OF WAY FOR 124TH AVENUE SOUTHEAST; ALSO EXCEPT THE SOUTH 30 FEET THEREOF CONVEYED TO KING COUNTY °o FOR SOUTHEAST 320TH STREET BY DEED RECORDED UNDER O� RECORDING NUMBER 5848125; TOGETHER WITH THAT PORTION OF VACATED SOUTHEAST 320TH STREET AS WOULD ATTACH BY OPERATION OF LAW. PARCEL: 0921059215 THE NORTH 310 FEET OF THE SOUTH 330 FEET OF THE EAST 1300 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 21 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF LYING WITHIN SOUTHEAST 320TH r STREET; ALSO EXCEPT THE WEST 372.58 FEET OF SAID S(XJJTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 9; ALSO EXCEPT THAT PORTION THEREOF LYING WITHIN THE PLAT OF RAINIER RIDGE DIVISION NO. 1, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 116 OF PLATS, PAGES 1 THROUGH 3, IN KING COUNTY, WASHINGTON; TOGETHER WITH THAT PORTION OF VACATED SOUTHEAST 320TH STREET AS WOULD ATTACH BY OPERATION OF LAW; EXCEPT THE EAST 358 FEET OF SAID EAST 1300 FEET. "'AFL CITY OF AUBURN GENERAL NOTES 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY Of AUBURN"S KtUUIRIEMILNIS AND bE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2, ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S CONSTRUCTION STANDARDS MANUAL. COPIES OF THE ABOVE DOCUMENT SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTRACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING 4. LOCATIONS SHOW FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. 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 ( TELEVISION) 55) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTOR'S OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 7. 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, 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. SPRINKLER SYSTEMS SHALL MEET THE FOLLOWING REQUIREMENTS: A. FIRE LINE TO BE SIZED BY FIRE PROTECTION ENGINEER B. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES. C. A SEPARATE DETAILED PLAN OF THE UNDERGROUND FIRE SPRINKLER LINE SHALL BE APPROVED BY THE FIRE MARSHALL AND INSTALLED BY A WASHINGTON STATE CERTIFIED LEVEL "U" CONTRACTOR IN ACCORDANCE WITH WAC 212-80-010. A POST INDICATOR VALVE WILL BE INSTALLED ON THE SPRINKLER LINE TO ISOLATE THE SYSTEM FROM THE CITY'S WATER SYSTEM WHEN REQUIRED FOR REPAIR. 1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF AUBURN OFFICIALS. 2, FLAG ALL CLEARING AND GRADING LIMITS FOR PROJECT AS SHOWN ON THE PLANS. 3. INSTALL TESC MEASURES. 4. PROTECT ALL PROPERTIES ADJACENT TO THE PROJECT FROM SEDIMENT DEPOSITION. 5. CLEAR AND GRADE SITE AMEND E.S.C. FACILITIES AS REQUIRED. 6. INSTALL SITE UTILITIES PER PLANS. 7. COORDINATE REQUIRED ROAD/LANE CLOSURES WITH KING COUNTY. PROVIDE TRAFFIC PLAN AS REQUIRED. 8. WHEREVER CONSTRUCTION VEHICLES ACCESS ROUTE CROSSES PAVED LOADS, CARE MUST BE FADE TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) ONTO THE PAVED ROAD. IF SEDIMENT IS TRANSPORTED ONTO PAVED SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. 9. WITH EACH LAYER OF FILL MATERIAL, INTERCEPTOR DITCHES AND T.E,S.C, FACILITIES MUST BE GRADED AND MAINTAINED TO PROVIDE POSITIVE SLOPE FOR DRAINAGE TO DISCHARGE POINT. 10. ALL DISTURBED AREAS AND EXISTING DITCHES WHICH HAVE BEEN AFFECTED BY GRADING OPERATION SHALL BE HYDROSEEDED) UPON COMPLETION OF GRADING ACTIVITIES AND IN ACCORDANCE WITH GRADING AND TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES. 11. CONTINUOUS MAINTENANCE AND UPGRADE OF T.E.S.C. MEASURES, INCLUDING DUST CONTROL, SHALL BE PROVIDED AFTER FILL OPERATIONS ARE COMPLETED. 12. MAINTAIN E.S.C. FACILITIES UNTIL ALL RISK OF EROSION/SEDIMENTATION DRAINAGE HAS PASSED AND PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONAL DO NOT CONVEY SEDIMENT --LADEN WATER INTO STORM DRAINAGE SYSTEM. TEMPORARY EROSION & SHEET INDEX C0.1 COVER SHEET C1.0 SEWER PLAN C1.1 SANITARY SEWER PROFILE C2.0 WATER PLAN C2.1 WATER MAIN PROFILE C3.0 FIRE ACCESS PLAN C4.0 FRONTAGE IMPROVEMENTS PLAN ENGINEER COUGHLIN PORTER LUNDEEN 217 PINE STREET, SUITE 300 SEATTLE, WA 98101 r* (206) 343-0460 CONTACT: JEFF PETERSON, P.E. CN OWNER GREEN RIVER COMMUNITY COLLEGE 12401 SE 320TH ST. AUBURN, WASHINGTON CONTACT: SAM BALL (253) 833-9111 EX. 3316 BENCH MAW * GIN - 24, CY3 BRASSIE WITH DELTA AND PUNCH NW CORNER OF CONC. SOUTH OF THE INTERSECTION OF 124th AVE. SE. AND SE. 320th ST. ELEVATION 412.3 C> SURVEYOR oc< SADLER BARNARD & ASSOCIATES, INC. 12714 VALLEY AVE E. #B SUMNER, WA 98390 L 1 (253) 826-8135 CONTACT: ED BARNARD VICINITY MAP (TO TO BELLEVUE 208th EATRE KW EXIT EXIT Y1az TO TACOMA 277th 5 AUBURN N M �s iPAM 312th HARVEY ROAD QRCC th 3 Oth tsa SEDIMENTATION CONTROL FACILITIES CAN REMOVED ONLY UPON FINAL SITE STABILIZATION AND RECORD DRAWING CERTIFICATION APPROVAL FROM CITY OFFICIAL. THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY.• + - ..& DATE '4 -217 04. TITLEIPOSITION:- "wet CONFIRMED BY CITY.DATE._____ TO NORTH BEND GRCC EXIT ■ SITE TO PROJECT REF.- FAC 03-0027 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. ,h�l•z APPROVED BY, j _w__ S DATE APPROVED:____7)1V0� _---__ �1= MITHUN �rc�►re.c�+►s+�an� Pier 56 12oi Alaskan Way Suite 2oo Seattle, WA 981 o' T. 2o6 623.3344 FAX 2o6 623.7005 COUGHUN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET - SUITE 300 P: 2061343-0460 SEATTLE, WA 98101 F: 206/343-5691 GREEN RIVER CC STUDENT HOUSING 12401 SE 320TH ST AUBURN, WASHINGTON N0. MR REVISION PRINCIPAL IN CHARGE SCP ENGINEER JNP, KAW, TPG DRAWN SIA CHECK SCP ENGINEER SEAL dF FFA O��uufn)�lf .410/ EXPIRES 01/23/2004 1 nu COVER SHEET PROJECT NO. C010027-16 DATE 0�11j�/f -- - -- -_ l 1 i3 cool PERMIT SET J U LY 11, 2003 COPYRIGHT® 2001 MITHUN, INC. �y��*7 LEGEND EXISTIN REMOV F7777�79 ASPHALT PAVING L____1 "I'l�,�,,��,�,,,,,�,,,,�����,,,,,'��",�,,�,,�",'�� r" z� iiige,,,�',,, � � ii '_ , , .117 CONCRETE PAVING BUILDINGS F71 RIP RAP CONSTRUCTION ENTRANCE GRAVEL I I CURBING ___�_ - CONTOUR (INDEX) —la,V ___1oo___ CONTOUR - 91� - .- 98______ SAWCUT LINE CONSTRUCTION LIMITS SITE FENCE SILT FENCE E—SD-- --- =�_= - SANITARY SEWER LINE ---SS— _SS �- 7 /11 i1N -1 ,,_ - - � , , r ! : (m � 1 - __j, ,_�, _ SANITARY SEWER MH/CO ,_ �-) 0 0 ____1 STORM CB W/PROTECTION � N 11 .11 1%�� ) 4 < - �,-� * '' - %_ o'*, _�- , , .� 11'', I - - ROCKERY -, I_ � CA" GENERAL DIRECTION OF FLOW I . Sec 9 Ty n 91 Kinrfh Prum -r-, r- W m : ; � ; .. I ,-4:.. I . . 7 . 7 . 7 . 0 � i i � 'I ! M : 11-"� �_� I " Illi , 1. ,, . �\,_ N'�1;'r-ZA IT )- / I _j A ��, ., I ; I ! I." ;:. ., ., " ',- " _ " . ".,: I " � , �_ �,_� - -:;� I I , " . -, " �, . 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E) I , / / � / / 1 311 .00 ( IN, /I-- ___�: " I � I 1:� / � � / I __ _ ,/ __ I � ! +1 . � ::�� / / /�' _,� /I , 1 7-; /,// / " �, ,�/ 1, ��_, / �,::� li" // � / 'l / , /�, " �', / / " , � �� I `-.:� I - " , �, I.., � ___�\ , I .1 ... �.�', __ ,,.�;,:,�.�'. I 2, I , , . �" . - , I 'I""", I, -,,.,--�- 1111�1 ,_ \ ��`,,` I .. \ 1"",,...':.,.��,-,','.'-:- 1, "LL", ) __ .... � — 4" 1, 1111 I ,;",. , 11 \ __ I ` I. 151�ll —I I Al ��;�; _4 .,,W�Wl 5A L I �, 1. "'.-A."� �`, _n- Rlll� I '�`, '115111" � 1-111, , I—— - . g � @,�,pi - �, ",_'1 '-, I � — , __� 1, . PROJECT NO. �, � :-,,!: ; I I 11 I flk,11-13$� I , �, . ;_ � �i 11 11 "'",,. �� I 11 \_ -16 5, I , C01 0027 , �; .10 � I . — 1 11 11 --",. I .. - � ,, _ __ 1, ,-��,,�,]��Ill""""4�����,�Iii'�� �V, 1 �,, � — , . - DATE — I', "I ��.. 11 � 11 RECORD DRA WING CERTIFICATION - 07/11/03 THESE DRAWINGS CONFORM TO THE I PROJECT REF: FAC 03-0027 __ — ____ CONTRACTOR'S CONSTRUCTION RECORDS. THESE PLANS ARE APPROVED FOR BY�&_W_6_"* DATE: 4-ZZ- o4 CONFORMANCE WITH THE C17Y OF AUBURN'S SHEET NUMBER — ENGINEERING DIVISION REQUIREMENTS. U -1 1141 Ci so T/TLE/�OS/T/ON-?_Wt4 fW400a - APPROVED BY-_Z__&___�___ _LSa_A_ CONFIRMED BY CITY -------- DA TE ------- DATE APPROVED.-_____7j_j*A_ I PERMIT SET JULY 11, 2003 1 1 COPYRIGHT 0 2001 MITHUN, INC 0 U h 1 —2 " 11 �11 Lu i MITHUN Architects+Designers+Planners ........... _. ........._ _................. .......... .............................. _ ... .. ..._ __ . ......................... __ __ _ ........... .... _ _ _._ . PROPOSED GRADE EXISTING GROUND 415 ................................................................... ................. :... .................. ....................... .............................................. :....................... :............... ....... :....................... :....................... ....................... :....................... :....................... :....................... .... ......... .......... :....................... :....................... :....................... ................. :....................... :....................... :....................... :............ ........... :.................... ...:....................... :....................... ........................ . A1g - 410 ............................................................................................................................................. _ - ....................... ... _ _ _ ......... _....._.............. ........ ... .__....._..... ... .. . 405 ........................................... _ . ................_ ................................................._.................... 0: 0 ....: _ _ _..............................._.. O O3 48 LF 8" PVC SDR 35 0 ►�1•i ° S�'��9-�LF 8" PVC SDR 35 0 1-' 0 .......................:.................................................................................................. LF 8" PVC SDR 35 0 �-9' 0 .............. i= W . _................................. EX 15" SANITARY: SEWER - o V) Q N.. R ---- V R R C4 . a0 CV : R 1O Cl- o : ck:: a Cr 395 o af ................... ......................... 0- CL SM #7WM SW #7*M SSW #7i4 07 #7M-0s STA 0+00 STA 1 +12. STA 1 +72 STA 2+20 RIM=412.50 Rim- 4i it ."- 41 L47 R1rIM=,411.90 411.40 IE=399:7.3--8i1 (IN, E)311.%1 fE�399.95� " #,46 _ "�vv "�' y��j ............................ . ." ..... . i r n " IE-i1- �y " ��y�Vj� ..... .................................................................................................................................. . EXISTING GROUND PROPOSED GRADE 4 _ _ _ \ 45 U U: W O O: O 410 — ADJUST RIM TO FINISH GRADE ................................... I I 0 0 O 0 : ..... �' �' a ...... .... 410 o I I U w o N R o ��b5-LF 8" PVC SDR 35 0 0 O I I O L 001- R !Z 0- w I N a �a Any 2 I N & ��'� Anc Pier 56 i2oi Alaskan Way Suite 200 Seattle, WA 96ioi Ta 2o6 623.3344 FAX 206 623.7005 UGHLIN PORTERLL#ND�EN BXTM6 STOXTUR t. AM COWORA" M A STREET - SUITE 300 P: 206/3434 4M LE. WA "101 F. 206f343-SS691 GREEN RIVER CC STUDENT HORSING 12401 SE 320TH ST AUBURN, WASHINGTON KEY MAP NO. DATE REIISK)N PRINCIPAL IN CHARGE ENGINEER JNP, MW, TPG DRAWN SIA CHECK SCP ENGINEER SEAL 'WAS = _ 26577 �rr 11003 EXPIRES 01/23/2004 TITLE SANITARY SEWER PROFILES PRMCT NO. Saitary PPO� C010027-1 6 l Scale: H. 1 "=20', V. 1 "=51. DATE RECORD DRAWING CERTIFICATION 07/11 /03 PROJECT REF • FAC 03-0027 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. THESE PLANS ARE APPROVED FOR � CONFORMANCE WITH THE CITY OF AUBURN'S SHEET NUMBER DATE.--4 tZ' 04 ENGINEERING DIVISION REQUIREMENTS. ilmks ci 1 TITLE/POSITION:-??_--&-%g &--*OiCil� APPROVED BY.�.�• r + I� o CONFIRMED BY CITY. -------- DATE.•DATE APPROVED:____71.��0� _____ PERMIT SET JULY 11, 2003 0010"WR • Mi MRHUN, INC. i g D �� LEGEND EXIS ING REMOVE PROPOSED ASPHALT PAVING CONCRETE PAVING BUILDINGS F-7-7— 7 RIP RAP CONSTRUCTION ENTRANCE GRAVEL CURBING CONTOUR (INDEX) __100__ CONTOUR 98--- SAWCUT LINE CONSTRUCTION LIMITS SITE FENCE SILT FENCE STORM DRAINAGE LINE —SD — SANITARY SEWER LINE SS _SS-_ STORM CB/MH SANITARY SEWER MH/CO STORM CB W/PROTECTION TREE W/PROTECTION ROCKERY CA" GENERAL DIRECTION OF FLOW Sec. 9, Twn. 21 North, Rge. 5 E , W.m. 12 x6 TEE (FL) 1 12" GATE VALVE (FLxMJ) V� 1 12" ADAPTOR (FLxMJ) A w + 1 6" GATE VALVE (FLxMJ) 640 s ft. So Al 1 HYDRANT' ASSEMBLY PER C.O.A. STD. DETAIL WATER-07 S, 20 40 W/ THRUST BLOCKING 4. 2" WATER METER (TYP) ------ (1) 90- BEND (Mi) =20' CL 1 SEE 0 0 A STD DETAIL z BEND (Mi) -14 W/ THRUST, BLOCKING p WATEIR 909 BEND W/,,THRUST BLOCKING NO PARK SUN j III166 LF, 6" D1 'v + SIGN 15 L. w/-�HRusTt�qG 1 12"x6" TEE (MJxFL) BEND (MJ) III (1) 90 1 6" GATE VALVE (FLxMJ) 1HR61ST-BLOCKING 14 LF 1 HYDRANT ASSEMBLY PER LLJ C.O.A. STD. DETAIL WATER-07 15 LF Di 4 LF DI W/ THRUST BLOCKING &M A L DyIC 7 FF 23 LF 12" DI 5' R -"wpm VIC �1� 112" TEE (MJxFL)St EA, _mEm r (TYP) ER METER\ GATE VALVE (FLxMJ) 1 1 TAPPING TEE (FL 'PE (TYP) W/ THRUST BLOCKING 2" DOMESTIC 12 G E VAL E Lx J) SERVICE & METER W/ THROST BLOCKING &MC &mD PER C.O.A. (TYP) -24- LF FF-W + 4+ 12" DI -*-LF MITHUN Arch itects+Designers+ Planners Pier 56 i2ol Alaskan Way Suite 200 Seattle, WA 98im TEL 206 623-3344 FAX 206 623.7005 COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET . SUITE 300 P: 206/343-0460 SEATTLE, WA "101 F: 2061343-5691 GREEN RIVER CC STUDENT HOUSING 12401 SE 320TH ST AUBURN, Iwl J7 C/, RESTORE WASHINGTON P MEN `-�PER KING CO NTY f IV i REQUIREMENT � LF + BEN 1 12" 2) 12" 45 TEE ix II I / THRUST 1 G ST 6 DI 78 LF W/ R �j Ul 11177777 .-E (MJxFL) + NT COUml E VALVE (FLxM ��FIRE HYDRA IYP) SEE C. W/ THRUST BLOC 27"L 2" PE '-07 25 LF . ......... 24 LF--"' PE D I 5i: FDC TYP (1) TEE (FL) WATER III PER C.O.A. MAIN THRUST -BLOCKING (TY YI �2) GATE VALVE E C.O.A. STD DETAIL WATER-01 P) SEE Till \, IRE DEP II k� FLxMJ II III II 11/ THRUST BLOCKING,' SAN SEWERIi II II &M G SANITARY MH RM E + FF ff .0 RIM 413 11 x"I I &M H FF"MO it I I.E. N.S. W. 400.53r. 13LDOL F FF"0.5 KEY MAP + If 16 EASBAENT MP) L + (l) TEE (FL) �,,(2) GATE VALVE 4 X ..... (FLxMJ) ofid 5 + ,,W/ THRUST BLOCKING F11". CROSSING MAINTAIN 12" MIN + NO. DATE REYSM 2" DOMESTIC CLEAR BETWEEN X� 56 LF DI WATER AND SEWER + I II & METER _E R, C-."( + -CELOCATE EX HYDRANT PER \Q��. STD. DETAIL WATER-07 _ �► D + — — --- — — — — — — — -- ws -) LF I it ii of------- -------- --- Ile BEND (Mi) (1) 12 -1125 I ` E 12*x6" TEE (FL) W/ THRUST-81LOCKING \X + E (FL) 1 6" GATE VALVE (FLxMJ) 1) 12" TEE (MJxFL) TEE - GATE VALVE (FLxMJ) + 1 12 �DOME 1) 12."x6" TEE (FL) 1 GATE VALVE (FLxM GATE VALVE 1 12" ADAPTOR (FLxMJ) RVICE & METER N THRIIST BLOCKING XMJ)1) 1 �CATAEIIVAAL J) _--<7 , -:., ,z 1 6 vj/ THRUST B OCKING HYDRANT ASSEMBLY PER ER C.O.A. (TYP) -A FLxMJ (1) 12" TEE MJxFL C.O.A. STD. DETAIL WATER-07 �_(1) 12" GATE VALVE I M) (FLxMJ (1) GATE VALVE (FLxMJ) ',�PLACES W/ THRUST BLOCKING 1 7 LF DI RANT W1 THRUST BLOCKING 12" TEE 1JxFLK N': W/ THRUST BLOCKING PRINCIPAL IN CHARGE GATE ET* V H. 34)._Q� VALVE FDC (TYP) RIM 412.9 xi• FLxMJ) LF N 86'07'48" W 1. E, N. E. LF 12" DI r W/ THRUST BLOCKI PER C.O.A. SCP _7 9 L_ FIRE DE E14GNEER PT. 4 -,+I- LF irram JNP,KAW,TPG 00 DRAVIIN 0 0 ------ 40 DRAIN M�, A_ ------ x'� -LF- DI RIM U2�71� 63 LF DI 21 12r—D SIA -T7�_F _V2 IE 1? .4-0 4�\, 10 Ir CH ECK CMP E. 407 -SWALE 407.95 7 4Y� ILL �L LADDER N.E. 16 EASMff R W. 50 LF 12"DI SCP 91 12 61 LF 12-- 86 LF DI 11 LF D-1 - 2 ADAPTER iF 24" N.407.13 THRUST BLOCK I PER END (RJ) 109 F DI -- , _;.� ,.�;.., L '� W/ LLA THRUST B + LOCKING N f7 _RKING SIGN ENGINEER SEAL L V 4 ASPHALT BLDG. M Lj CONC BLOCKS SIGN L 26577 ST www� -41 'OLMAL W + + + 011 /1003 I -EXPIRES /23/2004 a + + TITLE I'm WATER PLAN h• Ln Con 1+1 PROJECT NO. x" ;L-, C010027-16 DATE WATER MAIN SHALL BE CLA88 52 011 RECORD DRAWING CERTIFICATION 07/11/03 PROJECT REF: FAC 03-0027 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'15 SHUT NUMBERBY. i6RS DATE. 4 - ZZ - dp 4 ENGINEERING DIVISION REQUIREMENTS, ce -4,4 ".5 C2mO TITLE/POSITION.: tX4Fw.T APPROVED @_ CONFIRMED BY CITY._______DATE,_____ DATE APPROVED._____7,h#Aa ----- PERMIT SET JULY 11, 2003 1 CO"RfGHT020DI MITHUN, INC. 010 17qql (1) 99 BEND (MJ) W/ THRUST BLOCKING V4" X 6" VvOOD BUMPE MITHUN Architects+Designers+Planners a, j Water Mein Probe Scale: H., 1 "=20', V. 1 "=5'. EXISTING GROUND 420 :.......................:.......................:......................:.......................:.......................:.......................:......................:......................:.......................:......................:............... AA�� �GV PROPOSED GRADE — ;— ..........................................................................-..�......................... . _ 45 / m ASSUMED DEPTH _ 00 Q 12" CLEAR o- Q " 42 MIN a FIELD VERIFY ACTUAL DEPTH — oo cn 0 a o o o: o: CONTACT ENGINEER IN CASE N __ —_-- — iL".......:.......................:......................:.............................. .. .-Z— 9q . a.. ...........:........................ o_.: OE..COI�FLICT. WITH OTHER. UTILITIES. ................................................................................................................................................................................................................................................................................................................................................................................................................................................................ . 6+00 7+00 8+00 9+00 Water Main Prone Scale: H. 1 "=20', V. 1 "=5'. Pier 56 isoi Alaskan Way Suite' zoo Seatde, WA gaiol TEL 2o6 623.33{4 FAx 2o6 623.7oo5 4JGHUN PORTERLL*WEEN SULTING STRUCTURAL AND CIVIL 04 NEERM CORPORATION * STREET - SUITE 300 P. 206/343414160 LE, WA "M F: 206/343-5691 GREEN RIVER CC STUDENT HOUSING 12401 SE 320TH ST AUBURN, WASH I NGTON KEY MAP NO. DATE REW" R PRINCIPAL IN CHARGE SCP 0*01MUR JNP, KAW, TPG DRANK SIA CHECK SCP ENGINEER SEAL 1003 EXPIRES Df /23/2004 TITLE WATER MAIN PROFILES PRUCT NO. C010027-16 DAZE RECORD DRAWING CERTIFICATION 07/11 /03 PROJECT REF.- FAC 03-0027 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. THESE PLANS ARE APPROVED FOR CONFORMANCEWITH THE CITY OF AUBURN'S SHEET WAM DATE-4 _ZZ_04 ENGINEERING DIVISION REQUIREMENTS. L? 11/t43 C2ml TITLE/POSITION:-- —E— O!--t 448 APPROVED BY._ •- •-•�_,� G� CONFIRMED BY CITY_______ DATE.DATE APPROVED:____ �1�10* 3__PERMIT SET JU LY 11, 2003 00""w • mel w"JN' * C. 01 0 17 Yx LEGEND Sec. 9, Twn. 21 North, Rge. 5 E, W.m. 0 XI TING REMOVE PROPOSED ASPHALT PAVING CONCRETE PAVING BUILDINGS RIP RAP CONSTRUCTION ENTRANCE GRAVEL CURBING CONTOUR (INDEX) ---. 100 --- CONTOUR SAWCUT LINE CONSTRUCTION LIMITS SITE FENCE SILT FENCE STORM DRAINAGE LINE SANITARY SEWER LINE STORM CB/MH SANITARY SEWER MH/CO STORM CB W/PROTECTION TREE W/PROTECTION ROCKERY - C GENERAL DIRECTION OF FLOW CDN /YOIR� C. MOMENT INN TACK �N southeast 3/21h S}frk/ CASE / \ '/� o I� I � I I I 6 aD�u 1 0 20 40 80 EM 'E I 30.00' _ I I i NG II o PF., & uq; �.°- —�_ 6 d8'0T21- E HaRSTJ7' AD '3 DN DNF31202 Scale: 1 =40 II - Pl \ I FDC BUILDING n " I \ FDC, BUILDING "A"41 I vv FDC BUILDING D \ rRMAk \. \ 1ME4 � •s .: wa. \ :\� \ a TME4 vv v v`ir 1Ml4 \ � ' .'S LAIC QW.L BE CAPABLE OF BI,11111RIlqO �I'IE 1l�ICIC L01ADfq I'@i IA�C . ltrt222 APO CRY OF 11UR+!'N 3lD l6CF'ICIAlM � V oo BUILDING \ 4 RFDC , o I MH> BUILDING / •< Q ®� Ca I -7 CDNRFR �� II SECION 9 EOU7 NRA56 PH IN FT 4D9.]A F Lm Build'q mg TME1AL \ e LDQK C RAL --- Q. ( FDC, BUILDING FDC, BUILDING "K" 1 H2 61 Nworm, WFH 3 q RI y f` 4 .�' Past / �• ''F� ��` .. �'" as .r i l t;. ! - ij , ' IFy N, `" ,; ASPNa1 t a' SECTON 16 N 777 u N / FDC, BUILDING FDC, BUILDING "J" [Xn,,DFD CURB 0 U korr, 0 O RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY._ lERi DATE_!-XZ--0 - TITLE/POSITIONJ _f4_�_ujw CONFIRMED BY CITY . DATE._____ TYPE 1, 13,776 SF, 3 STORY TYPE 2, 10,4W SF, 3 STORY TYPE 3, 7,306 SF, 3 STORY TYPE 4, 4,620 SF, 2 STORY TYPE � 60 F, 2 STORY PROJECT REF.- FAC 03-0027 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. cr-i jmbj APPROVED BY. _ S __ DATE APPROVED:____ / �©-7 MITHUN Architects+Designers+Plan ners Pier 56 i2m Alaskan Way Suite 200 Seattle, WA 981m 1U 206 623.3344. FAx 206 623.7oo5 COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET - SUITE 300 P: 206/343-0460 SEATTLE, WA "101 F. 206/343-5691 GREEN RIVER CC STUDENT HOUSING 12401 SE 320TH ST AUBURN, WASHINGTON KEY MAP NO. DIVE REVISION PRINCIPAL IN CHARGE SCP ENGINEER JNP, KAW, TPG DRAMA) SIA CHECK SCP ENGINEER SEAL 1103 EXPIRES 01/23/2004 'PRE FIRE ACCESS PLAN PROJECT NO. C010027-16 DATE 07/11 /03 SHEET NUMBER C3mO PERMIT SET JULY 11, 2003 COPYRIGHT 0 "l MITHUN, INC. OY0 17g2. LEGEND XI TING REMOVE PROPOSED ASPHALT PAVING CONCRETE PAVING BUILDINGS F771 A\� RIP RAP CONSTRUCTION ENTRANCE GRAVEL CURBING CONTOUR (INDEX) -goo- -- —100— CONTOUR 98_ _ — 98 — SAWCUT LINE CONSTRUCTION LIMITS SITE FENCE SILT FENCE STORM DRAINAGE LINE —SD — SANITARY SEWER LINE ss SS - STORM CB/MH L-1 11� SANITARY SEWER MH/CO ( 2 0 • STORM CB W/PROTECTION �C TREE W/PROTECTION ROCKERY Cat GENERAL DIRECTION OF FLOW z 42.0' 30'± (VARIES) J , 12'± (VARIES) _ I 22.0' 8.0' WALK R.O.W. DEDICATION EX 2% 2:1 MAX EX PAVEMENT NEW CURB & GUTTER TO REMAIN EX 12'r;'; WATEk r' PER K.C. 3-002 i SAW CUT EX ASPHALT REPLACE PER KING COUNTY REQUIREMENTS NEW 24" SD Typical Road Section Scale: 1 "=10' 1/2 LANE WIDTH 112 LANE WIDTH 4„ � � 4„ I I 10' I vl A 8" f 8" CENTERLINE CENTER EDGELINE OR LANE LINE OF LANE THERMOPLASTIC CROSSWALK LAYOUT DETAIL KING COUNTY STD DETAIL 6-005 ti z 0 0 a ��O oc�Oc �01� C', C0i x �I z o. SAWCUT, TACK AND MATCH EX ASPHALT TO FULL DEPTH 4" CLASS "B" PER WSDOT STANDARD SPEC COMPACTED TO MINIMUM 95% OF MAXIMUM DENSITY DETERMINED BY TEST METHOD ASTM D1557 6" CRUSHED ROCK BASE COMPACTED TO 95% OF MAXIMUM DENSITY PER ASTM D1557. 10" GRAVEL BORROW PROOF ROLL EX NATIVE MATERIAL AND COMPACT TO 92%. ROW Asphalt Paving L=54.64 D=89'27'42" %,,, EX I UUNU. WAL ATCH EX GRADE CROSSWALK PER''KING COUNTY STDS. 10' WIDE, 8" STRIPES W/ 8" SPACE USE THERMO PLASTIC MATERIAL FOR MARKING. PER KING COUNTY STD DETAIL 6-00� ASPHALT PAVING PER DETAILz' c !� Sec. 9 Twn. 21 North R e. 5 E W.m. , , J , +� Cc, p2 II I z RELOCATEEpBTYrO SIFT 9Ci8 TO BACK OF WALKOr)UGFffS PER CITY OF AUBURN 5fA�0AfD6 POLE HEIGHT 35 FT AfNI LBN(iTli 10 FT 250 WATT LAMP N-C 111 UCM PATT6i1 I ! I TYPE 1 J—BOX PER COA STD TRAFFIC-43 I I II \/ I iA2 . 1"=2p' J �D 11 �y- mg II z ZE =z a �j�6 CD/7 rrnrn- � o O z �— - 414- z �' o� n� m z j IE=41 U.6U± I FIELD VERIFY PROVIDE TRASH I RACK PER �7 4, O C3.1Sk W F /b I MITHUN Architects+Designers+Pl an ners Pier 56 im Alaskan Way Suite zoo Seattle, WA 98m M 2o6 623.3344 FAX 2o6 623.7oo5 COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET - SUITE 300 P: 206/343-0460 SEATTLE, WA 98101 F: 2061343-5691 GREEN RIVER CC STUDENT HOUSING 12401 SE 320TH ST AUBURN, WASHINGTON KEY MAP NO. DAW I r*" PRINCIPAL IN CHARGE SCP ENGINEER JNP, KAW, TPG DRAWN SIA CHECK SCP ENGINEER SEAL C. 26577 / 11103 EXPIRES 01/23/2004 TITLE FRONTAGE _............. .................. __................................... _ ...... 3+00 IMPROVEMENT 67OW �P�PE�SpI&pL� W� M SM 35 CR JANWO PLAN MET rGwr>D1o� Iv � RN 04 VM �PROECT NO. JMM �4O M AM � NO AM C010027-16 DATE - RECORD DRAWING CERTIFICATION 07/11 /03 PROJECT REF- FAC 03-0027 {- THESE DRAWINGS CONFORM TO THE - CONTRACTOR'S CONSTRUCTION RECORDS. THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S SHEET NUMBER - BY-4 N46—aA iNli DATE:_4__ U - 04 ENGINEERING DIVISION REQUIREMENTS. Cf,1,41u3 C4mO TITLE/P0SIT10N:�_cALJ4#0l4 APPROVED BY._tiwr_o CONFIRMED BY CITY -------- DATE._____ DATE APPROVED:____ -3-IZ#h--3______ PERMIT SET J U LY 11, 2003 COPYRIGHT 0 2001 MITHUN, INC.