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HomeMy WebLinkAboutWWP2703616.41wIii T z w z ry 0 z w W fr W w U) I— U_ 0_7 0 I O O U a O Q W AHPHUXIMAIE WATER LINE LUGAIIUN A PORTION OF SEC 13, 14 & 24 TWP 23 N RGE 5 E WM KING CO, WA BRIARWOOD C PER FIELD LOCATED PAINT STRIPES ' ' ' ' AND VALVES ELEMENTARY SCHOOL W I �'`\ PID 7229700300 S`�$-- ii tP EXISTING OVERHEAD \` \�\\ # ;; " PID 1323059026 POWER o ``o HOUSE #16820 # 11 ' 1 \` _ - - - - _ \\- FIRST FLOOR ELEV.=483.85 STA. 704+31.00, 62.67' LT. TNT. . \ o - - EX. 12' ADS (CENTER) STA. 700+40.00, SE 134TH ST % - - - _ _ tt % PRIVATE SANITARY SEWER LIFT STATION STA. 306+82.92, 168TH AVE SE = - t� i ~ -ir= - -- - - - - i 1 FOR BRIARWOOD ELEMENTARY SCHOOL I CT SPECIFICATION -------------_--___- it 11 — -t1 . - SERVICES SEE PROJE XIST. SDCB FOR DESIGN CRITERIA - \,_- - - - EXISTING tt �t ,rrrrrrrrt, ..�--"'� ` tt = %7 YZ1 8 (1 L ( 3 I rrr,,,rrrr r � ---__ —----.__ tt RIM 484.47 4 ¢� FM: v, Ar !.11,111I,I I OVERHEAD It t' IE 12"CMP=481.98 F " POWER ii t Q IE 12"CMP=481 .72 (V� a I.E. (OUT) = 485.60, 2 S.S.F.M. W /jt n E 8"RCP=482.30 (NE) it G � t t t It FBI 700+00 ------ I a -— 1"-20' 3 HI -Y C -Z. 1"5R 1 701 +00 — — _ CONTOUR INTERVAL = 2' 1 — 60' R/W i I 702+0o EDGE OF EX. FOG PAVEMENT LINE! 703+oo 20 10 0 20 40 R=40' _ I r K 704+00 R=10i- - EXISTING POWER POLE STA. 701 +02.52, 16.14' RT. i 2" S.S.F.M. f S.S.C.O. #3 STA. 107+78.41, 12.00' LT. r STA. 700+74.80, . STA. 701 +01.14, 16.14 RT. 27.50' RT. S.S.F.M. STA2" . 68 I 2" S.S.F.M. STA. 700+63.58, 38.44' RT. PID #7229700125 I I � 2" S.S.F.M. VACANT LOT SEE SHEET SS-03 STA. 700+35.88, 40.98' RT. 2" S.S.F.M. 475 465 460 455 450 I -- I R=10' I--� 4 rn Y� C� Z x 0 C aim m s� Nz m z m M I o A PK �— NOTES. T 1. EXISTING UTILITIES ARE SURFACE o r cu LOCATED ONLY. CONTRACTOR TO I n o I o \ VERIFY LOCATION AND ELEVATION PRIOR ; - — P — — a _� +; TO CONSTRUCTION. n 1 _ 2, FOR TRENCH SECTION AND PAVEMENT p -- EXISTING OVERHEAD RESTORATION SEE ROADWAY �z POWER _ RESTORATION SHEET DT-01. EXISTING POWER 3. FINAL RIM ELEVATIONS SHALL MATCH _ POLE _ o 0 RESTORED PAVEMENT GRADES. PROPOSED CURB/GUTTER &SIDEWALK PID #7229700130 EXISTING PID 7229700135 STA. 704+25.27, 4.59' LT. 4. REPLACE ALL SIGNS AND MAILBOXES 2 z AS SHOWN ON BRIARWOOD ELEMENTARY HOUSE #16823-OVERHEAD�b HOUSE #16833 2 S.S. F.M. DESTROYED. M SCHOOL CIVIL CONSTRUCTION PLANS FIRST FLOOR ELEV.=479.19 POWER FIRST FLOOR ELEV.=480.30 I o STA 704 15 27 14 50' RT D AS -BUILT CERTIFICATION: I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE THAT THE INFORMATION SHOWN HEREON REFLECTS THE �p,N "AS -CONSTRUCTED CONDITIONS." THIS CERTIFICATION IS BASED UPON WORK PREPARED IN ACCORDANCE WITH GENERALLY A PTED PROFESSIONAL ENGINEERING SE 134TH ST AND/OR SURVEY NG PRACT Ix _- _41959 ROADWAY IMPROVEMENTS ALONG SE 134TH ST ARE SHOWN ON BRIARWOOD ELEMENTARY SCHOOL CIVIL CONSTRUCTION PLANS, EXCEPT WHERE NOTED. U - 00 col c0� cfl �t N rn to O� a0 t0 L1i r j 00 ! O N c0 0 O •- r'7 L r O0 Ln I co 00' iCo -475 495 1 PROPOSED GRADE PER BRIARWOOD ELEMENTARY SCHOOL CIVIL -� CONSTRUCTION PLANS l I INT'X. 470 490 STA. 700+40.00, SE 134TH ST EXISTING GROUND STA, 108+24.10, 168TH AVE SE ® ROAD CL 3' MIN. COVER 465 485 460 480 SS F i [1,5' CLEARANCE BETWEEN EX. WATER AND SEWER 455 475 a, C0 OL 0) t0 0) 0) —� N of to N ni Lli It Li Z S.S.C.O. #3 (D Q Ki rn n o3 � 30 o`ro 0 N (0+ 04o W/DOUBLE SWEEPING WYE00 o + a O w o w RIM = �34 458.99 N w w O0VQ o f O� O� „ O_J O� O� 03 0302 0= O�w It p rw r0 rQ I.E. _ 456.84, 2 S.S.F.M. rJ �� rQ rO r0r rQ rQ UNABLE TO OBTAIN I.E. - w a o 0 3 w U)ILJ v~)w (~i)w ~X ~x V)x U)x LnxV)x U)x la-x (n w � w cn w cn w cn w cn w V)cn Li w cn w cn w 700+00 700+40 700+80 701 +20 701 +60 702+00 � K ' CONSULTING ENGINEERS L L C WARNING: 1 Bldg S , Suit Street ' Bldg C, Suite 210 Federal Way, WA 98003 FEOERIL WAY (M) SM-6113 THE UTILITY LOCATIONS SHOWN www.esmcivil.com EVERET (509) 962-2600 EVERETTURG (509) 297-2600 Civil Engineering Land Surveying Land Planning AREAPPROXIMATE ONLY. DEPTH Public Works I Project Management I Landscape Architecture UNKNOWN. CALL 1-800-424-5555. ESM JOB #1655-001-01 1 ti► 75 L\ 0 RRST SUBMITTAL 1 SECOND SUBMITTAL 2 MYLAR SUBMITTAL 3 ASBUILT SUBMRTAL 702+40 702+80 703+20 lc�aylr 11 11 SURVEYED: c. 1 11 DESIGNED [ESM 1/A1t1/12 ESM11 1/05/15 DRAWN: wY" CHECKED: AN REVISION BY DATE APPR APPROVED: 703+60 704+00 704+40 SCALE: VERTICAL: NAVD 1968 CITY Y O E 1 MSLLVV8 HORIZONTAL: NAD 1983/183/199' MR E N T O N ONE INCH DATUM AT EDLL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 704+80 495 490 485 480 475 U.1 BRIARWOOD ELEMENTARY a SCHOOL o � a �6 1.0 SE 136TH ST ;L I SE i 37TH PL 1 D LU LIBERTY LU HIGH Q SCHOOL rn c0 Jt LiI '�� SE 144TH S MAYWOOD MIDDLE SCHOOL *1_3 KEY MAP NOT TO SCALE S=361653 CHECKED FOR COMPLIANCE TO CITY STANDARDS ISSAQUAH SCHOOL DISTRICT SANITARY SEWER EXTENSION PLAN AND PROFILE: S.E. 134TH ST. 168TH AVE. S.E. TO PUMP STATION 01/05/201 FIELDBOOK: PAGE: DRAWING NO: SS-04 SHEET: Of: 1 M G Z G) C m M