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HomeMy WebLinkAboutzS-4255setZ ti O Z O SEE SHEET C5.07 (ROW 6) W --i EX/STING TREE —/ TO BE SA l/ED (TYP) SEE SHEET C5.06 - (ROW 5) SEE SHEET C5.05 - UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 (ROW 4) l� FI • ► CONNECT TO EX/STING SSMH MH0370 SEE SHEET 05.08 (SS-1 PROF/LE) SURVEYED: BY OTHERS DESIGNED: HOLL/ HEA VR/N DRAWN: MARY MOORE CHECKED: HOLL/ HEA VR/N APPROVED: HOLL/ HEA VR/N SCALE: SEE SHEET 0502 (ROAD A STA 15f00-END) SEE SHEET C5.01 (ROAD A START-STA 15*00) NE 12TH ST AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL• NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M TOP OF SLOPE (TYP) —15' BLDG SETBACK (TYP) 15' BUFFER (TYP) I SEE SHEET C5.04 (ROW 3E-W&N-S) SEE SHEET 05.03 (ROW 1 & ROW 2) PRO✓ECT BOUNDARY (Typ) CITY OF RENTON Planning/Building/Public Works Dept. SCALE: 1" = 50' 0 25 50 100 SEWER LEGEND -ss- O 0 SEWER PIPE SEWER SERWCE SEWER EASEMENT EX/STING SEWER PIPE SEWER PIPE FLOW ARROW SEWER STRUCTURE SEWER CLEANOUT 5/S/25 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 S-425501 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 COMPOSITE SANITARYSEWER PLAN 10/111202J PAGE: C5.00 SHEET: OF: 36 93 O O O N N CONSTRUCTION RECORD DRA WINGS Z ti O Z O TRACT H (CRITICAL AREA) i:"" I /A X� EX TREE TO BE SA 6D (TYP) , 10' UTILITY EASEMENT (TYP) - m n 0 Rom, �m c� kQ1, cr �- 0 N � 14149.57, ROAD A = 50f 00.00, ROW 5 m v � � SHEET C5.06 ccuico JJAAiuni c TYPE 1-48" RIM 4 V,78 427.17 8"IEIN 0 � 68(5) 414.17 8"IE/N 410 5&(W) 414.17 8" IF OUT (N) 414.07 SIDE SEWER PER C. O.R. STD DTL 406.1, SEE SHEET C5.31 (TYP) nrr n/ /rrT SEE SHEETS C5.09-010 FOR SEWER SERVICE LINE DESIGN (TYP) STA. 12f83.35, 5.00' L T TYPE 1-48" RIM 0494 42955 8" If /N 406- 99- (5) 415.05 8" 1E /N 9- (W) 415. 05 8" If /N -t ff.39- (E) 415.05 8" If OUT-4-4--29 (N) 414.95 oononccn cmccT STA. 11*48.29, 5.00- L T TYPE 1-48" RIM 4-F&fr9 428.09 8" If /N -4 6& Oiz (W) 415.84 8"lEIN 7(E) 415.84 8" IF OUT-ffE.•9.7 (N) 415.59 SEE SHEET C5.O8 SEE SHEET C5.08 HIGH PT STA: 12*85.84 HIGH PT Z L: 430.28 LOW PT STA: 10 65.77 PW STA.- 13f00.00 LOW PT EL: 42788 h PW EL: 430.68 PV/ STA: 10*60.00 . oo 100. 0 ' VC oo o PW EL: 427. 8 0 12f84.29 = ROAD A h 0 50.00 VC o Q PROPOSED GRADE o; o o ^ o 30f00 =ROW 3 IN Q ``' °^° o W 0 0 ROAD f (TYP) d d o� 3 °y° oo Q= Q h EL: 430.28 0 0 ,? 10 ^ ^rr 1 ao � s c� c� 12f89.35 = ROAD A o o o EXISTING GROUND > > . o, n �;; W c;; Lj �i w 0 ROAD � (TYP) 54f59.91 = ROW 4 �� ^o� Q2L �� 1 �irl� EL: 430.28 _ . ��. �� mm ��•. V 430 hW - . . . . . . . W _2.24q \� W I 0 I . QO'' 420 I 142LF 0.0055 134LF 0.0040 . . . . . . . . . . . . . . . . . . . . . . V1 82LF 0. 0053 142E-F 8" PVC 0 B BB56 F 8" PVC 0 B BB59- ' . 'LQ 8z'tF 8 PVC 0 9 8956 O 0 . C . �I ^� o�oo �, oo,L6^h o ��d �dr1 Q 410 . . . . . . . . . . . . . h 00 00 00 R1 00 h 00 CIO CIO -03 ...... ...... ROAD ..... ..... ........ EX/STING ELf .. PROPOSED ELEV. HOR/Z. SCALE.• 1 "30' 0 ROAD (TYP) 0 ROAD � (TYP) VERT. SCALE 1 N=5' vN �a I� N 15+00 14+50 14+00 13+50 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 13+00 w 12+50 12+00 11+50 11+00 10+50 SURVEYED: SCALE: SY OTHERS AS NOTED DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOORE ONE INCH CHECKED: AT FULL SCALE ROLL/ HEA VR/N IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY ROLL/ HEA VR/N 10+00 VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM EX GROUND CONTOUR (TYP) 10f 00. 00, ROAD A = 81f89.10, NE 12TH ST o SEWER LEGEND 0 0 tiF SGti sFT e�G 0 - I E 12TH ST SEWER PIPE SEWER SERVICE SEWER EASEMENT EX/STING SEWER PIPE SEWER PIPE FLOW ARROW SEWER STRUCTURE SEWER CLEANOUT GENERAL NOTES `(EYMAP SCALE: 1" = 30' 0 15 30 60 1. ALL CONSTRUCAON SHALL BE /N ACCORDANCE WITH CITY OF RENTON STANDARD SPEC/F/CATONS. 2. WHERE THE WATER MAIN /NSTALLATON CROSSES OVER SANITARY SEWERS, THE MINIMUM VERTCAL SEPARATON SHALL BE 18 INCHES, OR CONSTRUCTON SHALL BE /N ACCORDANCE WITH DOE CRITERIA FOR SEWAGE WORKS DESIGN (SEE DETAILS). 3. ALL SIDE SEWER TEES SHALL BE FIELD LOCATED. 4. CONTRACTOR SHALL FIELD VERIFY CONNECTON TO EXISTING PIPE FOR PROPER AS -BOIL T 430 ELEVATON PR/OR TO CONSTRUCTON OF MANHOLE OVER L/NE. 420 410 CITY OF RENTON Planning/Building/Public Works Dept. SIDE SEWER NOTES 1. MIN/MUM SLOPE ON 6" S/DE SEWER LINES /S 29 2. UNITS NUMBERS MARKED WITH A "*" WILL HA VE BACKWA TER VA VES INSTALLED ON THE PR/VA TE SIDE (UPSTREAM) OF THE CLEANOUT A T THE END OF THE S/DE SEWERS. 3. SEE SEWER SERVICES PLAN ON SHEET C5.09 AND C5.10 FOR SIDE SEWER /NFORMATON. 5/S/25 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE ,con PLANNING �zw� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 S-425502 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 SA NITA R Y SEWER PLAN & PROF/LE ROAD A (START- 15+00) CONSTRUCTION RECORD DRA WINGS 0 0 0 N N �i N ti DATE: O 0/111202J FIELDeo PAGE DRAWING NO: �ijh C5.01 SHEET: OF: 37 93 Z ti O Z O O v SEE SHEETS C5.09-05.10 SEE FOR SEWER SERVICE L/NE DESIGN (TYP) SHEET SIDE SEWER r+5, 07 C� PER C. 0. R. STD DTL 406.1, SEE SHEET C5.31 (TYP) _ % 71 84 17f 90.67, ROAD A = 71f72.00, ROW 6Q11IN 85 -_ SEWER MANHOLE PER C. O.R. STD DTL 400.1, SEE SHEET C5.31 (TYP) 86 - 4-3 SSMH 4 STA. 17f97.67, 12.00' L T TYPE 1-48" 87� I i 70 R/M�r 426.79 8" If /N 42. - f) 411.84 SEWER SEE SHEET 8" If /N �S)4148-0 EASEMENT 8" If OUT-44.2,Z_(N) 411.79 C5. 07 SSMH 5 STA. 16f81.16, 8. 6J' L T TYPE 1-48" RIM4--V.£6 422.50 8" If l�'�r(E)412.55 8" If OUT-0-. (W)412.45 430 420 410 EXISTING ELEV. - 0 ROAD (TYP) 18+50 18+00 PROPOSED FINISH GRADE CONTOUR (TYP) 1 74 TRACT) � I (STORM DRAINAGE) \ I .I I 73 VN ° 72 17+50 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 8/ 66' 65 TRACT M (OPEN SPACE) 063 Ilk CTR 05\ I �� 16 3r "00 =\� '42¢ 5+0p `; ENE p� 64 63 62 61 6N� T C5, 0 ToMA EE E5N SSIVH 6 5E STA. 15f 48.56, 8.28' L T TYPE 1-48" RIM 6-424.02 8" IE /N 6-(SE) 413.32 8" If OUT 4f366 (W)413.22 EX GROUND SEE SHEET C5.09 CONTOUR (TYP) s Ln �\\\� PROPOSED STREET LIGHT (TYP) Lai PROPERTY LINE \ (TYP) , W EX OFFSITE TREE \ �\ TO REMAIN (TYP) v��v�� yam/ TRACT H 'r\ V (CRITICAL AREA) \ o ¢20, ' - STA. 15f09.15, 4.92' L T TYPE 1-4.6 RIM 4Z'15 90 424.78 8" If /N 7 (S)413.63 8- IE OUT 413:9 (NW) 10' UTILITY 413.53 EASEMENT (TYP) SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMAT/ON. IN AREAS OF FILL, NEW ROADWA Y SUBGRADE SHALL BE FILLED AND COMPACTED BEFORE EXCAVATION FOR INSTALLATION OF NEW WATER MAIN. (Typ) I h 131LF 0.0051 8" PVC 0 _910842 � I Lc - v, 4 i I �W W �- - __- ROAD A --- --------------- ---� 17+00 16+50 FI • ► 16+00 cV 1+ 1+ NR:� 54.� a ^N �^ �' L W (,/' W �^ � ��� PROPOSED ELEV. © ROAD � (TYP) 15+50 SURVEYED: BY OTHERS DESIGNED: HOLL/ HEA VR/N DRAWN: MARY MOORE CHECKED: HOLL/ HEA VR/N BY DATE APPR APPROVED: HOLL/ HEA VR/N 440 0 430 v SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M `(EY MAP SEWER LEGEND 0 O SEWER P/PE SEWER SERVICE SEWER EASEMENT EXISTING SEWER P/PE SCALE: 1 " = 3 O' SEWER P/PE FLOW ARROW SEWER STRUCTURE o 15 30 60 SEWER CLEANOUT GENERAL NOTES 1. ALL CONSTRUC7ON SHALL BE /N ACCORDANCE WITH CITY OF RENTON STANDARD SPEC/F/CATIONS. 2. WHERE THE WATER MAIN /NSTALLA77ON CROSSES OVER SANITARY SEWERS, THE MINIMUM VER77CAZ SEPARA77ON SHALL BE 18 INCHES, OR CONSTRUCTON SHALL BE /N ACCORDANCE WITH DOE CRITERIA FOR SEWAGE WORKS DESIGN (SEE DETAILS) 3. ALL SIDE SEWER TEES SHALL BE FIELD LOCATED. 4. CONTRACTOR SHALL FIELD VERIFY CONNECAON TO EXISANG PIPE FOR PROPER AS-BU/L T ELEVATION PRIOR TO CONSTRUCTION OF MANHOLE OVER LINE. SIDE SEWER NOTES 1. MIN/MUM SLOPE ON 6" S/DE SEWER LINES /S 2Z 2. UNITS NUMBERS MARKED WITH A "*" W/LL HA Vf- BACKWATER VA VES INSTALLED ON THE PRIVATE SIDE (UPSTREAM) OF THE CLEANOUT AT THE END OF THE SIDE SEWERS. 3. SEE SEWER SERVICES PLAN ON SHEET C5.09 AND C5.10 FOR SIDE SEWER /NFORMA AON. CITY OF RENTON Planning/Building/Public Works Dept. 5/S/25 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 S-425503 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 SA NITA R Y SEWER PLAN & PROF/LE ROAD A (15+00 -END) 0 0 0 N N Pz N H DATE: O 0/111202J FIELDeo PAGE DRAWING NO: C5.02 SHEET: OF, 38 93 CONSTRUCTION RECORD DRA WINGS O O N O N v O O O N N CONSTRUCT/ON RECORD DRA WINGS Z ti O Z O SEWER MANHOLE PER C. O.R. STD DTL 400.1, SEE SHEET C531 (TYP) 41 *24. 88 TOP OF SLOPE END ROAD (TYP) 40 r5 ..5' r : ♦ : is 1 ♦I � � I G PROPOSED FINISH B� GRADE CONTOUR s� (TYP) S/DE SEWERS FOR LOTS 38 AND 39 REMOVED EX TREE TO BE SA VED ACT C (TYP) TRACT G SIDE SEWER (OPEN SPACE) PER C. O.R. STD DTL 406.1, SEE SHEET C5.31 (TYP) 74LF 8" PVC 0-6.9964 0 PROPERTY LINE 30 8950, ROW 3 = I 40f 00.00, ROW 3A P'31 321 33 34 I I 35 36 37 10' UTILITY SSMH 17 EASEMENT (TYP) STA. 30f93.50, 7.00' RT TYPSSMH 16 R/ME-4z";?94 427.66 STA. 30f22. 50, 7. 00' RT 8" If /N 4�& 95(N) 416.66 TYPE 1-48" 8" If /N 416 6kg(E)416.66 RIM -4z�,r 428.88 8" /F OUT 416 69 (W) 416.55 8" IE /N 8 (E)416.13 SEWER EASEMENT 8" /F OUT -4ff39-(W)415.98 31f75.50 END ROAD EX GROUND CONTOUR (TYP) \LPN c SSI/IH 19 STA. 31f68.50, 7.00' RT TYPE 1-48" RIM 4zgg 96424 J4 8" If OUT 44il 96 (W) 417.09 KEY MAP N SEWER LEGEND SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMA T/ON. 0 O 440 440 440 440 0 ........ .............. Q W N PROPOSED GRADE o � O ®ROAD �' TYP � o N N PROPOSED GRADE 3 o 0 0 ROAD (TYP) n n EX/STING GROUND GRADE BREAK ^. h 0 ROAD (TYP) N 41f29.55 43O \ ASPHAL T THICKENED EDGE 430 430 o ao z EL. 429.13 430 E - . 0�' _ y. TO BE ADDED TO END OF ROW 3, y. �.. / roe XISTING GROUND 0 ROAD (TYP) TO DIRECT DRAINAGE TO CB 21 W 1.13% �' 31f75. 50 = ROW 3 / \ ¢�09, EL: 42 58 — . — END ROD IMPROVEMENT \ 1 1 \ 420 \ 420 420 ^ 420 70LF " 0.0061 74LF 0.0058 0 PVC 0-00061 8"PVC 0-9951 8" PVC p03p� -,-ZFEF 8 o p Itf z� �o �o .I 1+ 1+ 410 `�R� �,�' �� 410 410 ' 410 �ao �00 T��I W �o00 W ZZ � PROPOSED ELEV. PROPOSED ELEV. ® ROAD (TYP) ROW 3 (E ST-WEST) ®R0A0 (TYP) ROW 3 (NOR TH-S UTH) EX/STING ELEV HOR/Z. SCALE 1 "=30' EX/STING ELEV HOR/Z. SCALE- 1 "30' 0 ROAD � (TYP) INERT. SCA E.• 1 "5' 0 ROAD �' (TYP) INERT. SCALE 1 "5' o o � h ZR h h ��; � c0 �a N 7^ � 30+00 30+50 31+00 31+50 32+00 32+50 40+00 40+50 41+00 41+50 42+00 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 SURVEYED: SCALE: BY OTHERS AS NOTED DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOORE ONE INCH CHECKED: AT FULL SCALE ROLL/ HEA VR/N IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: L/ HEA l/R/N SCALE ACCORDINGLY ROL VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. SEWER PIPE SEWER SERVICE SEWER EASEMENT EX/STING SERER PIPE SCALE: 1 " = 3 O' SEWER PIPE FLOW ARROW SEWER STRUCTURE 0 15 30 60 SEWER CLEANOUT GENERAL NOTES 1. ALL CONSTRUCAON SHALL BE /N ACCORDANCE WITH CITY OF RENTON STANDARD SPECIFICAAONS. 2. WHERE THE WATER MAIN INSTALLA77ON CROSSES OVER SANITARY SEWERS, THE MINIMUM VERACAL SEPARATION SHALL BE 18 INCHES, OR CONSTRUCAON SHALL BE /N ACCORDANCE WITH DOE CRITERIA FOR SEWAGE WORKS DESIGN (SEE DETAILS). 3. ALL SIDE SEWER TEES SHALL BE FIELD LOCATED. 4. CONTRACTOR SHALL FIELD VERIFY CONNEC77ON TO EXISTING PIPE FOR PROPER AS-BU/L T ELEVAAON PRIOR TO CONSTRUCTION OF MANHOLE OVER LINE. SIDE SEWER NOTES 1. MIN/MUM SLOPE ON 6" SIDE SEWER LINES /S 2% 2. UNITS NUMBERS MARKED WITH A "*" WILL HA VE BACKWA TER VA VES INSTALLED ON THE PRIVATE SIDE- (UPSTREAM) OF THE CLEANOUT AT THE END OF THE SIDE- SEWERS. 3. SEE SEWER SERWCES PLAN ON SHEET C5.09 AND C5.10 FOR SIDE SEWER /NFORMAT/ON. 5/S/25 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 S-425505 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 SA NITA R Y SEWER PLAN & PROF/LE ROW3(E-W&N-S) 0 0 N N N H DATE: O 0/111202J FIELDeo PAGE DRAWING NO: C5.04 SHEET: OF: 40 93 CONSTRUCTION RECORD DRA WINGS Z ti O Z O O L6 v 450 430 420 N N 44 -t45 T r, 54f59.91, ROW 4 = 12189.35, ROAD A W ZO eA Wv1.�o p p , ID SEE SHEETS C5.09-05.10 - 7 FOR SEWER SERVICE LINE DES/GN (TYP) 46 I i S/DE SEWER J 47 PER C. O.R. STD DTL 406.1, SEE SHEET C531 (TYP) 48 EET 05.04 M I 31 SEWER MANHOLE r PER 0 O.R. STD DTL 400.1, T SEE SHEET C5.31 (TYP) I � 49 / 50 51 SSMH 15 STA. 52*76.26, 8. 92' L T 52 d.. TYPE 1-48" R/M 430 58433.58 8" If OUT-4zW 49• (E)425.73 . a, 15' BSBL \` TRACT M \ (OPEN SPACE) TRACT L (CRITICAL AREA) \,26 25 24 STA. 12f83.35, 5. 00' L T TYPE 1-48" RIM 038-1& 429.65 8" If /N -0 1-9 (S) 415.05 R If IN (W) 415.05 8"1E/N 0*J9 (E)41505 8" If OUT 9-(N)414.95 SEWER EASEMENT 182LF -48z'4F 8" PVC 0_98696 0.0587 TRACTA (ACCESS & UTILITY) k 22 23 SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMAT/ON. PROPOSED STREET LIGHT (TYP) SEE SHEET EX GROUND C5, 08 CONTOUR (TYP) TRACT N I ti a (OPEN SPACE) , I 10' UTILITY EASEMENT (TYP) SEE SHEET PROPOSED FINISH - C5.03 GRADE CONTOUR ) /YVVI/ SF "i� 52f0Q,_ x EX TREE TO BE SA WED (TYP) IQ 50f 00.00, ROW 4 = 80f 00.00, NE 12TH ST U N Ln 11 �z O U CO Z � U 0 51 f37. 96, ROW 4 = 0 79f97.66, NE 12TH STA -M 115 0 I. 17 . O ►IINI BSBL TYP p �I -� 100 Y6' ` �6 PROPERTY LINE vLL J/7LC / (ia7, Vl3 HIGH,PT STA: 51f46.93 LOW PT ST : 50f4>.99 H/G . P PT EL: 437.21 STA: 51f37.96 LOLO W PT 434.72 STA: 50f50.00 I/l EL: 437.81 80.00' VC o PW EL: 434.39 0 50.0 VC o EX/STING GROUND '• 0 ROAD �' (TYP) j j I I I I o j c:i �i �%i W W .� d, � I. Lai Lai Qrj . Q PROPOSED GRADE rn o 0 ROAD (TYP) rn -2.00% h�N ' W o nn� / _2 46% 0 i. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . h. . . . . . . . . . . . . . . . . . . . . . . . 0.0�5�81 W . . . . . . . . . Q2� �� PAC �.A�" . . . . . . . . . . . . . . . . . . . h���� . . . . . . . . . . . . . . . . . . 0,3 m. ROW4 (� W W W W EX/STING ELEV. PROPOSED ELEV. HOR/Z. SCALE. 1 "30' ao 4) CIO co 0 ROAD (TYP) 0 ROAD (TYP) VERT. SCALE' 1 "=5' 55+00 54+50 54+00 53+50 53+00 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 8/ 52+50 52+00 51 +50 51 +00 50+50 SURVEYED: BY OTHERS DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOORE CHECKED: ROLL/ HEA VR/N NO. REVISION BY DATE APPR APPROVED: ROLL/ HEA VR/N 50+00 SCALE: VERTICAL• NAVD 1988 AS NOTED HORIZONTAL' NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY + CITY OF RENTON Planning/Building/Public Works Dept. SEWER LEGEND 0 0 SEWER PIPE SEWER SERVICE SEWER EASEMENT EX/STING SEWER PIPE SEWER PIPE FLOW ARROW SEWER STRUCTURE SEWER CLEANOUT GENERAL NOTES tiF SGti sFT e�G O I I I I II NE 92TH ST KEY MAP SCALE: 1" = 30' 0 15 30 60 1. ALL CONSTRUCAON SHALL BE /N ACCORDANCE WITH CITY OF RENTON STANDARD SPEC/F/CAAONS. 2. WHERE THE WATER MAIN INSTALLA77ON CROSSES OVER SANITARY SEWERS, THE MINIMUM VERTICAL SEPARAAON SHALL BE 18 INCHES, OR CONSTRUC77ON SHALL BE /N ACCORDANCE WITH DOE CRITERIA FOR SEWAGE WORKS DESIGN (SEE DETAILS). 3. ALL SIDE SEWER TEES SHALL BE FIELD LOCATED. 4. CONTRACTOR SHALL FIELD VERIFY CONNECTION TO EXISTING PIPE FOR PROPER AS -BOIL T ELEVATION PRIOR TO CONSTRUCAON OF MANHOLE OVER LINE. SIDE SEWER NOTES I MIN/MUM SLOPE ON 6" SIDE SEWER LINES /S 2% 2. UNITS NUMBERS MARKED WITH A "*" WILL HA VE BACKWATER VAL VfS INSTALLED ON THE PR/VA TE S/DE (UPSTREAM) OF THE CLEANOUT A T THE END OF THE S/DE SEWERS. 3. SEE SEWER SERVICE PLAN ON SHEET C5.09 AND C5.10 FOR SIDE SEWER /NFORMA AON. 5/S/25 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING �zw� DESIGN SURVEYING 'Con 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 S-425506 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 SA NITA R Y SEWER PLAN & PROF/LE ROW 4 O O N N Pz N ODATE: 0/111202J FIELDeo PAGE DRAWING NO: C5.05 SHEET: OF: 41 93 CONSTRUCTION RECORD DRA WINGS O v EX GROUND I I �j kj��661 CONTOUR (TYP) TRACT"CE)X (OPEN SPA EX TREE \ TO BE SA VfD (TYP) 75' 15' BSBL 11 (TYP) — Y l SEWER EASEMENT TRACT L W/1 6 77, 53 l 54 55 R (CRITICAL AREA) / :; F --- 7-` SSMH 14 STA. 51 f84.81, 7.00' L T TYPE 1- Oo RIM-, 42J86 8" IF OUT ft5:9;7 (E) 415.56 420 410 52+50 SEE SHEETS C5.09-05.10 FOR SEWER SERVICE LINE DESIGN (TYP) SIDE SEWER PER C. O.R. STD D7L 406.1, SEE SHEET C5.31 (TYP) 65 64 63 51f77.31 / END ROAD' 51f68.86 EL: 42J 96 1E BREAK 51f77.31 / 424.05 1.00% h �o �L4.j F1W �I EX/STING ELEV. 0 ROAD � (TYP) PROPOSED ELEV. 0 ROAD � (TYP) 52+00 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 w SEE SHEET 50f 00.00, ROW 5 = 14149. 57, ROAD A C5, 02 ` I \ d• TRACT) 62 - \ (STORM DRAINAGE) SEWER MANHOLE PER C.O.R. STD DTL 400.1, \ SEE SHEET C5.31 (TYP) �o 428\ �? 00 PROPOSED FINISH a GRADE CONTOUR (TYP) STA. 14f26.10, 4.40' L T 56 57 58 �- TYPE 1-48» RIM *2;7-;7cQ, 427.17 \ Q 8" lE /N Ohf 59 (S)414.17 8" If /N 411-6 (W)414.17 18 8" PVC 10' UTILITY SEE SHEET 8" If OUT 414 48 (N) 0 9-6675 EASEMENT (TYP) C5.01 414.07 0.0075 SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMAT/ON. Em/ 430 PROPOSED GRADE 0 ROAD � (TYP) 51 +50 -2 00% KEY MAP N SEWER LEGEND 0 O SEWER P/PE SEWER SERVICE SEWER EASEMENT EX/SRNG SEWER PIPE SCALE: 1 " = 3 O' SEWER PIPE FLOW ARROW SEWER STRUCTURE 0 15 30 60 SEWER CLEANOUT GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE /N ACCORDANCE WITH CITY OF RENTON STANDARD SPECIFICAAONS. 2. WHERE THE WATER MAIN INSTALLA77ON CROSSES OVER SANITARY SEWERS, THE MINIMUM VERTICAL SEPARATION SHALL BE 18 INCHES, OR CONSTRUCAON SHALL BE /N ACCORDANCE WITH DOE CRITERIA FOR SEWAGE WORKS DESIGN (SEE DETAILS). 3. ALL SIDE SEWER TEES SHALL BE FIELD LOCATED. 4. CONTRACTOR SHALL FIELD VERIFY CONNEC77ON TO EXISTING PIPE FOR PROPER AS-BU/L T ELEVAAON PRIOR TO CONSTRUCTION OF MANHOLE OVER LINE. SIDE SEWER NOTES 420 1. MIN/MUM SLOPE ON 6" S/DE SEWER LINES /S 29 2. UNITS NUMBERS MARKED W/TH A "*" W/LL HAVE BACKWA TER VALVES INSTALLED ON THE PRIVATE SIDE (UPSTREAM) OF THE CLEANOUT AT THE END OF THE SIDE SEWERS. 3. SEE SEWER SERVICE PLAN ON SHEET C5.09 AND C5.10 FOR SIDE SEWER /NFORMA AON. RO 5 HOR/Z. SC E.• 1 "=30' VERT. SCAVE.• 1 " 5' 51 +00 50+50 50+00 SURVEYED: BY OTHERS DESIGNED: HOLL/ HEA VR/N DRAWN: MARY MOORE CHECKED: HOLL/ HEA VR/N REVISION BY DATE APPR APPROVED: HOLL/ HEA VR/N SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. 5/S/25 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE ,con PLANNING �zw� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 S-425507 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 SA NITA R Y SEWER PLAN & PROF/LE Row 5 O 0 0 N N N DATE: O 0/111202J FIELDeo PAGE DRAWING NO: C5.06 SHEET: OF: 42 93 CONSTRUCTION RECORD DRA WINGS Z ti O Z O EX GROUND PROPERTY CONTOUR (TYP) EX OFF51TE TREE � LINE TO REMAIN TYP .14 (TYP) ( ) -SEE SHEETS C5.09-05.10 FOR SEWER SERVICE LINE DESIGN (TYP) J 76 75 174 73 72 71 ill _ Qj 70f00. 0%��1 BEGIN ROAD _ 0wu TRACT `(� �` ` � rxti°� �ti6 �, (CRI77CAL AREA), TOP OF SLOPE BEGIN N �o � I I SEWER EASEMENT x i 42411 77 78 79 80 1 81 15' SETBACK (TYP) SSMH 3 71- 00 �162LF I I -*3t 8" PVC 1 0.0185 82 83 SEEC5.02 SHEET II STA. 70f21.00, 7.00' RT STA. 17f97.67, 12.00' L T TYPE 1-48" TYPE 1-48" RIM O_A . dd 422.84 8" lE /N �89.-�92 (S) 408.79 RIM 5�426.79 8" lE OUT 4i98.�'2-(NE)408.,39 8" lE /N 7-(E)411.84 8"lE/N 41-2 6�(S)411.89 8" /F OUT , (N)411.79 SEE SHEETS C7.02-C7,04 FOR UTILITY CROSSING NFORMAT/ON. 1-- PROPOSED F/N/SH GRADE CONTOUR (TYP) 70 69 68 I / 671 �; .d. STA. 72f82.19, 7.00' RT TYPE 1-48" RIM 4Z25 z28 425.20 8" If OUT 2- (N) 416.50 89 90 EX TREE - TO BE SA VfD (TYP) SIDE SEWER PER C.O.R. STD DTL 406.1, SEE SHEET C5.31 (TYP) TRACTL (CR/T/CAL AREA) SEWER MANHOLE PER C. O.R. STD DTL 400.1, SEE SHEET C5.31 (TYP) =72f87.77 '\ / r-A In nn An �75 7.5' �a1J0 15' BSBL HIGH PT STA: 71f80.15 HIGH PT EL.• 427.11 PW STA: 71f72.00 PW EL: 427.82 . 100.00 VC 0 0 EX/STING GROUND v v p v v O 0ROAD (TYP) q �Q _N y' PROPOSED GRADE 0 ROAD �' (TYP) �L,4 . 70100 = ROW 6 EL: 422. 00 ROAD IMPROVEMENT . . . . . 0 0469 98LF PVC @� 8» 0.0185 162LF *&F 8" PVC ®� WWW ao 0o ao EXISTING ELEV. . zr 0 ROAD � (TYP) RO 6 PROPOSED ELEV. Ui CIO ao 9 ROAD (TYP) VERT. SC E.• 1 "-5' 70+00 70+50 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 8/ SEWER LEGEND 0 0 MY Z SEWER P/PE SEWER SERVICE SEWER EASEMENT EX/STING SEWER PIPE SEWER P/PE FLOW ARROW SEWER STRUCTURE SEWER CLEANOUT `(EYMAP SCALE: 1" = 30' 0 15 30 60 GENERAL NOTES 1. ALL CONSTRUCAON SHALL BE /N ACCORDANCE WITH CITY OF RENTON STANDARD SPEC/F/CAAONS. 2. WHERE THE WATER MAIN INS TALLA77ON CROSSES OVER SANITARY SEWERS, THE MINIMUM VERACAL SEPARAAON SHALL BE 18 INCHES, OR CONSTRUC77ON SHALL BE /N ACCORDANCE WITH DOE CRITERIA FOR SEWAGE WORKS DESIGN (SEE DETAILS). 3. ALL SIDE SEWER TEES SHALL BE FIELD LOCATED. 430 4. CONTRACTOR SHALL FIELD VERIFY CONNECTION TO EXISTING PIPE FOR PROPER AS -BOIL T ELEVATION PRIOR TO CONSTRUCAON OF MANHOLE OVER LINE. SIDE SEWER NOTES 420 410 71 +00 71 +50 72+00 72+50 73+00 73+50 SURVEYED: SCALE: 1988 BY OTHERS HORIZONTAL AL AD 1 83/1 DESIGNED: AS NOTED HORIZONTAL• NAD 1983/1991 ROLL/ HEA VR/N DRAWN: MARY MOORE ONE INCH DATUM CHECKED: AT FULL SCALE ROLL/ HEA VR/N IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: L/ HE l/R/N SCALE ACCORDINGLY ROL CITY OF RENTON Planning/Building/Public Works Dept. 1. MIN/MUM SLOPE ON 6" S/DE SEWER LINES /S 2% 2. UNITS NUMBERS MARKED WITH A "*" WILL HA VE BACKWA TER VAL Vf-5 INSTALLED ON THE PR/VA TE SIDE (UPSTREAM) OF THE CLEANOUT A T THE END OF THE S/DE SEWERS. 3. SEE SEWER SERVICE PLAN ON SHEET C5.09 AND C5.10 FOR SIDE SEWER /NFORMA AON. 5/S/25 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 S-425508 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 SA NITA R Y SEWER PLAN & PROF/LE ROW 6 CONSTRUCTION RECORD DRA WINGS 0 0 N O N v 0 0 0 N N N DATE: O 0/111202J FIELDeo PAGE DRAWING NO: C5.07 SHEET: OF: 43 93 Z ti O Z O O v 385.82 SS`� ,,�� G�c �� �`� �� „ c�G EXISTING LADDER ON NE SIDE CONNECT TO EX SSMH WITH INS/DE DROP `� �ti°P��F OF STRUCTURE TO REMAIN PER C.O.R. STD DTL 402.2 AND SPECIFIC CONNECTION DETAIL. EX/STING 22" PLASTIC SEE SHEET C5.31 FOR BOTH DETA/LS LINED CONCRETE PIPE 1 CONTRACTOR SHALL POTHOLE AROUND THE EXISTING STRUCTURE AND DETERM/NE SIZE OF EX/STING CAISSON. _ P _ P L OCA TION OF CONNECTION SHALL BE TORCHED OR CUT THROUGH CAISSON AND THEN CORE DRILLED FOR NEW CONNECTION. PEA GRA l/EL AROUND STRUCTURE SHALL - w BE VACTORED OUT DOWN TO CONNECTION POINT, PR/OR TO CORE DRILLING, AND THEN BACKFILLED AFTER INS/DE DROP CONNECTION /S COMPLETE. SLF 0.0802 -4-F 8" Pl/C 9 H / SSMq STA. 92f56.16, 10.00' RT TYPE 1-48" -- R/M 996 66 398.69 L - 8" If /N 566 99 (SE)386.69 8" If OUT 35686E (NE) 386.54 4 �1 i TOP OF - SLOPE I c (Typ) \\ 15' BUFFER -- (TYP) PROPERTY LINE (TYP) EX TREE TO BE SA VED (TYP) EXISTING LADDER ON NORTH SIDE OF S SHALL 9 w -w J Ji�rn Z CD STA. 937460. 49, 10. 00' RT �,������� TYPE 1-48" IS4 c��'' RIM 99899 398. 42 8„ z7 1E /N n�68 (SW)391.22 8 /E OUT490 6-9 (NW)390.42 P P P SEWER MANHOLE PER C.O.R. STD DTL 400.1, SEE SHEET C5.31 (TYP) \ SEE CHANNELIZATION DETAIL, \ THIS SHEET 94*0,0 95f00 - - tF 8" PVC ®-8.-936-0 0.0359 � CASING PIPE � NE SUNSET BL VD 104LF SEE 55-1 PROFILE, PER C.O.R. STD DTL 412, EX GROUND �3g8' BELOW , , SEE SHEET C5.31 CONTOUR (TYP) -- - - - - --ZZL� --------------- E_ rr_Tr _- -___ _I. 97LF I PROPOSED 410 - • _9 8z 0/_ � �- EX Ol STREET LIGHT rl- - - ` TO RE 01770 �1418 420 76 , �426i' 77 � SSMH 3 TRACT`( SEE SHEET STA. 70*21. 00, 7. 00' RT (CRITICAL AREA) TYPE 1-48" SIDE SEWER C5' 07 R11V /N 422 4 408.79 PER C.O.R. STD DTL 406.1, 8" lE OUT 466�z2 (NE) 408. SEE SHEET C5.31 (TYP) SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMAT/ON. SSMH 2 - CHANNELIZA T/ON DETAIL SCALE- 1 "=1 ' UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 w n 3 8LF -ttF 8" 0.0675 9-8.-6 (TO EXS� SURVEYED: BY OTHERS SCALE: AS NOTED DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOORS ONE INCH SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM 430 420 SEWER LEGEND KEY MAP SEWER P/PE 410 - - SEWER EASEMENT SCALE: 1 " = 3 O' EX/S77NG SEWER P/PE SEWER P/PE FLOW ARROW o 15 30 so 0 SEWER STRUCTURE O SEWER CLEANOUT GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE /N ACCORDANCE WITH CITY OF RENTON STANDARD SPECIFICAAONS. 2. WHERE THE WATER MAIN INSTALLA77ON CROSSES OVER SANITARY SEWERS, THE MINIMUM VERTICAZ 400 SEPARATION SHALL BE 18 INCHES, OR CONSTRUCAON SHALL BE /N ACCORDANCE WITH DOE CRITERIA FOR SEWAGE WORKS DESIGN (SEE DETAILS). 3. ALL SIDE SEWER TEES SHALL BE FIELD LOCATED. 4. CONTRACTOR SHALL FIELD VERIFY CONNEC7ON TO EXISTING PIPE FOR PROPER AS-BU/L T ELEVAAON PRIOR TO CONSTRUCTION OF MANHOLE OVER LINE. SIDESEWER NOTES 1. M/N/MUM SLOPE ON 6" S/DE SEWER LINES /S 29 390 2. UNITS NUMBERS MARKED W/TH A "*" WILL HA VE BACKWATER VAL VES INSTALLED ON THE PR/VA TE SIDE (UPSTREAM) OF THE CLEANOUT AT THE END OF THE SIDE SEWERS. 3. SEE SEWER SERVICE PLAN ON SHEET C5.09 AND C5.10 FOR SIDE SEWER /NFORMA AON. m 370 CITY OF RENTON Planning/Building/Public Works Dept. 5/S/25 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE ,con PLANNING �zw� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 S-425509 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 SA NITA R Y SEWER PLAN & PROFILE SS-1 CONSTRUCTION RECORD DRA WINGS 00 0 N N Q V 0 0 0 N N S N DATE: O 0/111202J FIELDeo PAGE DRAWING NO: C5.O8 SHEET: OF: 44 93 Z ti O Z O TOP OF SLOPE �U\ (TYP) -� EX/STING OFFSITE TREE TO REMAIN (TYP) APN 9510 9 9 TR/c / ` TRACT`( � (CRITICAL AREA) , 0-- AN P95109'HUO ZNI EXISTING TREE 26.0 PRIVATE R AD TO BE SA I ED EASEMENT P AT OF WOODS IER (TYP) ----�--L ------------- g 0 A "",NIKKI 16.0 PRIVATE ROAD EASEMENT PLAT OF WOODS IER --- -I------------ IVATE ROAD VT - WOODB IER W i1 - APN 3 pF 0130 , NTON CITY APN 33N FER E 50 JEN UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 SEE SHEET C5. 10 i = m Uffm - JB jo SURVEYED: 8Y OTHERS DESIGNED: HOLL/ HEA VR/N DRAWN: MARY MOORE CHECKED: HOLL/ HEA VR/N APPROVED: HOLL/ HEA VR/N SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL• NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. KEY MAP SCALE: 1" = 30' 0 15 30 60 SEWER LEGEND 0 O SEWER PIPE SEWER SERVICE EX/STING SEWER PIPE SEWER PIPE FLOW ARROW SEWER STRUCTURE SEWER CLEANOUT 5/S/25 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE ,con PLANNING �zw� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 S-425510 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 SEWER SERVICES PLAN 10/111202J PAGE: C5.09 SHEET: OF: 45 93 0 0 0 N N CONSTRUCTION RECORD DRA WINGS Z ti O Z O v SEE SHEET C5. 09 rAE sp 6r'p6p0'1 r p 330�80LE 5 3 2 b[F 0.4087 0 0.5 6r /E 6 PVC 6' PVC&FAPNNIFER /� I 15 BLOG / + 475�1� 6' /£ � 0 .6950 0i 7778d �i i0.8562i1 NI PAD o 0.ENSETBACK TYP i \f0 6 /E-Ff9�8- Q 6' /E-4ih9f- p ()r.-H193B- -fz B� f2a61 6 /E �- 41 429.8 42378 6 Pvc / 6 /E 53 419.E 41977 57-4iir�P 42a90 f11.30 I PADS PAD PAD PAD \PAO PAD ° / \ \ \ \ i \ • ° L r 15 BLDG SETBACK (TYP) \• W W �`L 42�0 426.0 426.0 426.0 4�8.3 428.3 PAD Q �, . &F 6 PV / T- 428..3 ; , c� PAD 0 0.3356 - F% _ F S E (T) / 54 55 ° 56 58 I 59 4 429.8 ' . ro� o RoLOP I \ 1042347 y f / 430� / - - •a I - g� - / TRA T 15' BUFFER (TYP) - or ✓ TRACT L - 52 51 :. 50 \ PAD - ®0.38� PAD _ _pPN bPR�PERTIE05- s LLC (CRITICAL AREA 49 48 • 43 429.4 4231f 4268 TRACT G y p ASP AY PAQ PAD a 47 46 = 6" /E 0 (OPEN SPACE) PAD PAD 4370 42&43 4J50 �4333 PAD PAD 423.28 - � EXISTING TREE \� //X / % / / �� / / • 435.0 435.0 \ \ .6" E-4277� ��l 1 4333 4333 � ; . ° 6" /E \ TO BE SA VED (TYP) SIDE SEWER �� 2� 6"PVC 6' lE-42? 72 42b�a5 6 p /E 42 42626 0 44 42 ..4PAD �p / ®0.3930 "4268 6' lE �E- I 1426.72 PER C.O.R. STD OTL 406.1, 42835 ®02 6.r /E�� I _ \ ` SEE SHEET C5.31 _ 6 /E-�0 27LF� 271E 271E 422.80 \ \ / (TYP) 271E 0 0 316 �9t P 6' P 0 0. 563 2�[F s 45 429.4 &F *F 6" PV ` I 429.41 0 0.281� ® 0jo I..41 0 0.4422Emma 1 - 21LF f9EF 6' P �' "� z x. 71-1 I 534-00 - _ f WIN 0.0974 _� i SSMH 17 I I / TRACT M / oo 0�2305,ONG6 \ \ - (OPEN SPACE) I �'. SSMH 9 pI SSMH 19 / APN SOON W 71F GCF " - &F - 51CF I SSMH 16 / K AN SSMH 15 426c 6 P 6 PVC" 6. t.7tf 6 tf 6' G'CF . ' . • , 6LF I \ \ 6 PVr; &F -6tF 6' PV 6CF %1F G(F r \ l ® r7 0 0.3717 . PVC PVC ' - pVC 0 7925 -8fF 6" P� 6" 6 PAC hr 0 0.450 169 .0 0. �933 I I QI 6 I I 6 /E� p 0 0 6733 6 p /E i 00.71121 a PVC PVC 0 0.2500� \ I 71F I 6" lE 6 lE 6p /E l 6" lE 6' lE " I 455M 00.3686 6p /E-4i9-4B- 428X 4AF 6 P : ' 42.140 \J r 419.45 \ *f8-82' 42610 r 422.85 6 /E 6 /E 6' /E 6- /E 0 a 4300 42750 • 426.57 42586 � XF &F• 6 PV L A \ I f26�31 6' lE 0. 525 8fF *F 6' P _ 42255 .-#t9-9e- I i �p 9061 \ PADt 426� - PAD _ I p f21.07 420.37 � 305� LLC \ I 4351 PAD PAD PAD PAD PAD : , 6 /E l PAD ®I e. 6 p p PAD I PAD PAD PAD I APN P R O E' L Es -4351 4351 435.1 4331�- ,1 433.1_] J NI PAD 42354 436 t 430.0 427.4 v PAY 30.0 427.4 �- I 427.4 I d- p AL 26 27 28 :.. 29 30 ° i I _0 - 31 32 33 34 35 36 37 MENT No. 25 s T 2, TRACTA a / Ap JOS ,30028 \ _23 _ 1 4-(ACCESS & UTILITY) Q4. TRACT B _ 1 1 LINE LND \ 0 22 21- 20 --17 -� Lo L22 09 N 19 18 Q (ACCESS & UT/CITY) :.:'.: 1 . L•. 1 ICY OF P j . 2uu0 - 22g0p0 PAD PAD P9D PA PAD L . ' 16 -15 . 4 - . 13 �. • 12 11 10 - 1 L.L.A' N RCC' NO I / 437j 43119 437.9 a I434.5 433.5 i433�5 I - ffi r I y °I �427.8 PAD PAD PAD I 6" /E PAD 6" /E 1 1 r 422.27 427.8-427.8 427.8 � 425.9 425.9 PAD �, 6' lE-ld> 6" /E P r -- I 1�F Htf' I' m 431.22 � � l �42&61 SiLF -9tF6 6" lE � 6LF6" � B' lE � 425.9 1.3CF � 6 P 426.21 6 /E / 0 P2464 1,9E •REEF 6" / Qn �� \ 6' 12F �" 0 Q.5888 PVC 420M / 431.86 P� p� �� 42a87 00.4438 6LF6' 41aAs 43088 , 0 0. 73 21.94 6' lE a \ r /E� ® 14� IE, 0 0 8 J 6 PVC 6 /E 4 6LF 8Lf6 6 /E p 5EX/STING OFFSITE TREE A s PVc 6LF F 6 "P� PVC B 'd PVc 42aav s' sLF 11LF fttf 6 PV 0 550 0 0. f00 421.19 0 0. 375 PVC TO REMAIN (TYP) I ®a2 2 �, ^ ®o. 01 I I g o. 37 1713 �. SSMH 12 N 04230MY9VO4 I zI z 1 00 SSMH 11 w AN RP NIIiN 15' a - cp a' 28LF " - 2&F 251CF? 25icF + 2sLF SSMH 10 I / \ J2�[F 26LF 1 : , (TYP) 5 " •� VC p PVC � ViC PVC 6 slet s' . A. I ff 6' zsSEF 6' .• :F5 6' 251cF' I 1 305-g23 S LLC ,g262 0 0.02 0 6 /E 01 0 0.2280 0 0.1784 PVC l I PVC PVC PVC PVC 6- \ I APN 04ASSOCIATE APN 04S30AON11N-/z''995L III I III 0 pp21 - 0 11 0 0.' 7 v I Y & 431.80 6' lE 6" /E 6' lE / 111 p �4 69 .0880 0 0. 72 I I I p ALP A 78f00 JAMS TRACT N (OPEN SPACE) I- - \ \ 79*00 w w w- o ��-0 100 -�h9rr 6 O / 6 /E p �9! 43a87 f2Q48 42d07 42610 as ^ � �//6./((���/E.�� T7T� TRACT 0 6' lE E 6/ a: I 9 B 7 6 5 I :: I (OPEN SPACE) .98 41983 PAD PAD PAD PAD PAD I 4 3 2 1 I 438.2 438.2 434.5 433.5 432.5 J; ; PAD PAD \PAD PAD I I I I PROPOSED F/N/SH 4272 14272 42`57 425.7 � � GRADE CONTOUR L I (TYP) \r. -7 - • a .. .r - - - EX/STING GROUND CONTOUR (TYP) ILA /7 oo NE12TH ST a: o \ 81*00 0 _- �, i o �2f00 � _ �3NITIHFC ww w / w w w NI IN 83f00 z 426- ss w:::::�w-1 84f00 w 85f00 SD SD I _ SD SD SD SD � � ... � ./ 3 \ SD UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! D/G 811 SD SD I a SURVEYED: SCALE: BY OTHERS AS NOTED DESIGNED: HOLL/ HEA VR/N DRAWN: MARY MOORE ONE INCH CHECKED: AT FULL SCALE HOLL/ HEA VR/N SCALE NOT ONE INCH ACCORDINGLY NO. REVISION BY DATE APPR �PRovm: ROLL/ HEA l/R/N / SD�/�SD- 3D - SD - SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMAT/ON. VERnCAL• NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. `(EYMAP V SCALE: 1" = 30' 0 15 30 60 SEWER LEGEND SEWER PIPE SEWER SERVICE EX/STING SEWER PIPE SEWER PIPE FLOW ARROW SEWER STRUCTURE SEWER CLEANOUT CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 S-425511 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 SEWER SERVICES PLAN CONSTRUCTION RECORD DRA WINGS N N N DATE: O 0/111202J FIELDeo PAGE: DRAWING NO: C5.10 SHEET: OF: 46 93 Z ti O Z O M1 v 5' I ,B1 NOT TO SCALE MANHOLE FRAME AND COVER SEE STD PLAN 401 ADJUSTMENT RINGS AND MORTAR JOINTS SEE NOTE 3 FIRST STEP SHALL BE A MAXIMUM OF 18" BELOW THE COVER CONE (ECCENTRIC) STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED RUBBER GASKETED JOINTS SEE NOTE 5 IF REQUIRED, LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX PIPE SIZE - 'E' SHELF AND CHANNEL SHALL BE 3000 PSI CONCRETE PRECAST BASE SECTION OR CAST IN SHELF COMPACTED SUBGRADE WITH 6" CRUSHED ROCK OR ADDITIONAL MATERIAL SUITABLE TO SUPPORT STRUCTURE 'A' 'B' 'C' 'D' 'E' 48" MH 48" 6" MIN. 5"MIN 24" MIN. 21" I D 54" MH 54" 8" MIN 5 5" MIN 24" MIN 24" 1 D 60" MH 60" 8" MIN 6" MIN 42" MIN 30" 1 D NOTES. 1 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED 2 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE IN CONFORMANCE WITH ASTM C-478. 3 ADJUSTMENT OF THE CASTING TO GRADE SHALL BE PER STD PLAN 106 THE USE OF SHIMS IS PROHIBITED. 4 SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, FACTORY -COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING, WASSER MC-SHIELDCOAT 100 OR APPROVED EQUAL, COLOR OF COATING SHALL BE WHITE 5 RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443 6 CHANNEL WIDTH AND HEIGHT SHALL EQUAL THE INSIDE DIAMETER OF THE LARGEST PIPE 7 CONNECTIONS TO MANHOLE SHALL BE MADE USING KOR-N-SEAL BOOTS OR APPROVED EQUAL 8 IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE AN AT -GRADE, MINIMUM 2'-WIDE CONCRETE RING POURED AROUND THE COVER IN PAVED AREAS, COVER MUST SLOPE TO MATCH PAVING. 9 MANHOLES OVER 20' DEEP SHALL BE A MINIMUM OF 60" IN DIAMETER STD. PLAN - 400.1 • PUBLIC WORKS gne y DEPARTMENT STANDARD SANITARY MANHOLE Martin PastucAW26/202c amV.BlY;-,9��449D. DATL EX. SEWER MAIN I I I I I l PROPERTY LINE [�S SPOOLZ gj : 1 (LENGTH AS NEEDED) iiii 3'-0" MIN6" SEWER STUB I "s~ FUTURE 4" SIDE SEWER 2"x 4" STUD MARKING POST PAINTED 6" CAPJJJ WHITE WITH THE WORD "SEWER" STENCILED ER MAIN TEE X 6" TEE i i IN 3" HIGH BLACK LETTERS AND k6 WIRE SIDEWALK . i WRAPPED AROUND THE STUD AND \ I I I I (� EXTENDED TO THE TOP OF THE STUD ` rr� COUPLING (TYP) IL_J_IL---------J 1C3 6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER O (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR I APPROVED EQUAL, SPECIFY "SEWER" ON LID), 9 CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD I 13� CONCRETE PAD TO BE 8" IN DEPTH 1 ---j BEND AS � 8" REQUIRED EXISTING SANITARY SEWER MAIN —2 07• MIN SLOPE `\3 FUTURE 4" SIDE SEWER '*"-6" SEWER STUB 6"X6"X6" WYE ` FUTURE 6"x 4" REDUCER `SEWER MAIN SIZE X 6" TEE ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN A VITRIFIED CLAY MAIN — CUT IN A NEW PVC "TEE" USING "STRONG —BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL), B CONCRETE MAIN — CUT IN A NEW PVC "TEE" USING "STRONG —BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL) C PVC & C900 PVC MAIN — CUT IN NEW TEE USING RIGID COUPLINGS OR CORE —DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) 0. DUCTILE IRON MAIN — CORE —DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E LINED MAIN — CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC), CUT IN A NEW PVC "TEE" USING "STRONG —BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). F HDPE — CORE —DRILLED WITH A ROMAC SADDLE "INSERTA—TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER G MANHOLE CONNECTION — ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK —OUTS OR THE STRUCTURE SHALL BE CORE —DRILLED AND USE KOR—N—SEAL BOOTS OR APPROVED EQUAL NOTES 1 PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT 2 UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2 5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER 3 SIDE SEWERS SHALL HAVE A MINIMUM 2 7 SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR 4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT THE APPOINTED TIME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR 5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT—OF—WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102 6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405 7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON SIDE SEWER STUB n STD. PLAN —406.1 • PUBLIC WORKS INSTALLATION DEPARTMENT Martin PaStuchPV26/20z (SEWER MAIN TO PROPERTY LINE) 8B8S8iFD9i3i . - a•ee.w"",.w DAiE BOLTHOLES - 3 PLCS EQUALLY SPACED 120' APART ❑N 23 1/16' (586mm) DIA BC (SEE DETAIL) SEWER NRpE IN IISP COVER & FRAME PLAN VIEW 25' DIA [635mm] 1' 3/4' 125mm] [19mm] 8 3/4' 2 1/2' C222mm] C64mm] TYP COVER SECTION VIEW 26 112' DIA [673mm] 25 1/4' DIA [641mm] 1 1/16' 1/4' (6mm) DIA Ir [27mm] NEOPRENE GASKET 1 I C152mm] 5/8' 23 3/8' DIA CL ❑PEN [16mm] [594mm] 27 5/16' DIA (694mm] 34 1/8' DIA COVER BOTTOM VIEW 3) BLT SOC (ALLEN HEAD) 5/8'-11 X 15 SS \ RUBBER WASHER BOLTING DETAIL 1/4' 1 1/16- C6mm] (27mm) C3mm] CR3mm] GASKET GROOVE DETAIL C867mm] NOTES FRAME SECTION VIEW 1 ALL FRAME AND COVER ASSEMBLIES SHALL HAVE A LOCKING LID PER EAST JORDAN IRON WORKS INC PRODUCT No 00371572 OR EQUAL. 2 USE FRAME AND COVER FOR SANITARY (SPECIFY "SFWFR") STD. PLAN - 401.1 PUBLIC WORKS SEWER MANHOLE FRAME AND COVER gFVSiyne V DEPARTMENT (CITY -OWNED) Martin PastUCTTg26/20z ;'•"'"' 408"9D.. DATE MAXIMUM DISTANCE BETWEEN SPACERS SHALL BE 6 FEET ON CENTER SEAL BOTH ENDS OF CASING WITH A MANUFACTURED RUBBER SEALING DEVICE, MODEL "W" BY PIPELINE SEAL & INSULATOR OR APPROVED EQUAL PLACE END SPACER MAXIMUM OF 12" FROM END OF CASING (TYP.) LONE SPACER SHALL BE PLACED ON THE SPIGOT END OF EACH SEGMENT AT THE LINE MARKING THE LIMIT OF INSERTION INTO THE BELL. WHEN THE JOINT IS COMPLETE, THE SPACER SHALL BE IN CONTACT WITH THE BELL OF THE JOINT SO THAT THE SPACER PUSHES THE JOINT AND RELIEVES COMPRESSION WITHIN THE JOINT. iSTEEL ASING (MILL PIPE) OR DUCTILE IRON USE 2 SLAMPS TO SECURE RUBBER SEAL (1 ON CARRIER PIPE AND 1 ON CASING PIPE) CARRIER PIPE CARRIER PIPE DIAMETER 4" 6" 8" 10" 12" CASING DIAMETER (PUSH -ON JOINT CARRIER PIPE) 10" 12" 14" 16" 20" STEEL CASING THICKNESS 0 25" 0 25" 0 25" 0.25" 0.25" SPACER BAND WIDTH 8" 8" 8" 8" 8" NOTES: 1 CASING SPACERS SHALL BE "CENTER POSITIONING" TYPE CASCADE WATERWORKS MFG OR APPROVED EQUAL 2 MINIMUM RUNNER WIDTH SHALL BE 2 INCHES 3. RUNNER HEIGHT SHALL BE SIZED TO PROVIDE A. MINIMUM 0.75" BETWEEN CARRIER PIPE BELL AND CASING PIPE WALL AT ALL TIMES B MINIMUM 1" CLEARANCE BETWEEN RUNNERS AND TOP OF CASING WALL TO PREVENT JAMMING DURING INSTALLATION 4 STEEL CASING DIAMETERS ARE "OUTSIDE DIAMETER" FOR 16" AND LARGER 5 SPACER BAND WIDTH SHALL BE 12" FOR CARRIER PIPES THAT ARE 36" DIAMETER OR GREATER. 6 FOR CARRIER PIPES EXCEEDING 12" IN DIAMETER, CASING DIAMETER AND THICKNESS SHALL BE DESIGNED BY AN ENGINEER. 7 FOR STEEL CASING, PROVIDE SHOP -APPLIED ANTI -CORROSIVE COATING ON CASING EXTERIOR CONFORMING TO AWWA 210 PRODUCT SHALL BE TNEMEC HI -BUILD TNEME-TAR SERIES 46H-413 OF APPROVED EQUAL MINIMUM COATING THICKNESS SHALL BE 16 MILS OFT. 8. STEEL CASINGS SHALL EXTEND A MINIMUM OF 5 FEET BEYOND ANY WALLS OR STRUCTURES. 9 PRIVATE LATERALS ONLY: CASING SPACERS ARE NOT REQUIRED AS LONG AS THE LATERAL CARRIER PIPE DOES NOT HAVE BELLS THAT WILL FALL WITHIN THE LENGTH OF THE CASING END SEALS ARE REQUIRED FOR ALL LATERAL CASING PIPES. STD. PLAN - 412 PUBLIC WORKS CASING PIPE CiRl DEPARTMENT FOR MAIN LINES & LATERALS VMMartin PastucIl�'26/20z W).u.).lny9V449D DATE UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 8/ 063 FI fiNN • ► M. TEE OF APPROPRIATE SIZE USE ROMAC COUPLING OR APPROVED EQUAL WHEN 60" MIN CONNECTING TO AN EXISTING FOR NEW SEWER MAIN MANHOLES , "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL 90' BEND EMBEDDED IN CONCRETE 1/2 THE DIAMETER OF THE DOWNSTREAM PIPE NOTES 1. SANITARY SEWER DROPS ARE ONLY TO BE USED UPON APPROVAL BY THE WASTEWATER UTILITY SECTION 2 DROP PIPES AND FITTINGS SHALL BE PVC SDR 35 WHEN CONNECTING TO ALL EXISTING SEWER MAIN MATERIALS EXCEPT DUCTILE IRON. USE AWWA C900 PIPE AND AWWA C907 FITTING WHEN CONNECTING TO DUCTILE IRON SEWER MAINS 3 MINIMUM SIZE MANHOLE FOR INSIDE DROP CONNECTION SHALL BE 60" DIAMETER 4 CONNECTIONS TO MANHOLE SHALL BE CORE DRILLED AND USE KOR-N-SEAL BOOTS OR APPROVED EQUAL 5 USE ROMAC COUPLING OR APPROVED EQUAL WHEN CONNECTING TO AN EXISTING MAIN 6 WITHIN A I 60 DIAMETER MANHOLE, THE MAXIMUM ALLOWABLE DIAMETER OF THE INSIDE DROP PIPING IS 12" INSIDE DROPS EXCEEDING 12" IN DIAMETER OR MULTIPLE DROPS SHALL BE REVIEWED BY THE WASTEWATER UTILITY AND MAY REQUIRE A LARGER DIAMETER MANHOLE. 7 "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL SHALL BE INSTALLED WITHIN 6" OF BOTH BELL AND SPIGOT ENDS OF EACH DROP PIPE IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS SHALL BE INSTALLED WITH A MAXIMUM SPACING OF 4 FEET ON CENTER BRACKETS SHALL BE ATTACHED UTILIZING STAINLESS STEEL EXPANSION BOLTS, MIN 2 EACH AT CONNECTION POINTS 8 MANHOLE CONE SECTION AND ACCESS LADDER MAY NEED TO BE RELOCATED TO ALLOW DROP ST . _PLAN - 402.2 • PUBLIC WORKS INSIDE DROP CONNECTION APPROVED DEPARTMENT FOR SANITARY MANHOLE Martin PastuchcjO/26/2 Ablk Wwk.IiMJMrt,.m, DATE NOTES 1. CONTRACTOR SHALL USE A HYDRAULIC POWERED CHA/NSAW WITH A DIAMOND BLADE FOR CUTTING EXISTING CONCRETE BENCH, SEI/ERAL CUTS SHALL BE MADE WHERE THE 90 W/LL BE EMBEDDED AND RfUOVf THE PIECES WITH A ROTO—HAMMER, TO PREI/ENT ANY CONCRETE DEBRIS FROM GONG DOWN THE PIPE CONTRACTOR W/LL INSTALL SCREENING ACROSS THE CHANNEL WHILE WORK /S BEING PERFORMED. 2. CONTRACTOR SHALL POTHOLE AROUND THE EXISTING STRUCTURE AND DETERMINE S/ZE OF EXISTING CAISSON, L OCA T/ON OF CONNECTION SHALL BE TORCHED OR CUT THROUGH CAISSON AND THEN CORE DRILLED FOR NEW CONNECT/ON. PEA GRA l/EL AROUND STRUCTURE SHALL SE VACTORED OUT DOWN TO CONNECT/ON POINT, PR/OR TO CORE DRILLING, AND THEN BACKF/LLED AFTER INSIDEDROP CONNECTION /S COMPLETE. J INFORMAT/ON NOT PROVIDED WITHIN THIS DETA/L SHALL FOLLOW THOSE OF C/TY OF RENTON STANDARD PLAN 402.2 A80IIf TOP OF PIPE SHALL MA TCH CROWN OF EXISTING CHANNEL EX/ST/NG 22" PIPE ✓OTT 2 PIPE SHALL BE EMBEDDED /N CONCRETE. SEE NOTE 1 BELOW INSIDE DROP - CONNECTION TO EX MH SURVEYED: BY OTHERS DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOORE CHECKED: HOLL/ HEA VR/N DATE APPR ROLL/ HEA l/R/N NO SCALE SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. W (SEE NOTE 7) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) ------ FOUNDATION LEVEL LIMITS OF PIPE ZONE 5.1 0. D. of PIPE 6" BEDDING FOR SANITARY SEWER PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS 5 PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3) OF THE STANDARD SPECIFICATIONS 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED 7 TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. STD. PLAN - 405 • PUBLIC WORKS PIPE BEDDING "PP DEPARTMENT FOR SANITARY SEWERS Martin PastuCW26/202 r"am w.n„wmFD988449D DATE 5/S/25 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE 'Con PLANNING �zw� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 S-425512 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 SANITARYSEWER STANDARD DETAILS O O O N N Zs V O O O NN 1 DATE: O 10/1 11202J F,ELOBo PAGE DRAWING NO: C5.31 SHEET: OF: 47 93 CONSTRUCTION RECORD DRA WINGS Z ti O Z O TOP OF SLOPE (TYP) 7\ APN g5�pg9�R C / TRACT K (CRITICAL AREA) AP ZHIIANO9 HU0 0 LAT N4730'16.6071 " LON- W12210'02.7073" EXISTING TREE TO BE SA VfD (TYP) T TRACT A (ACCESS & UTILITY); EX/STING OFFS/TE TREE - TO REMAIN (TYP) — — — — UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 it A PHUONO MY9v04 TRACTN_ (OPEN SPACE) LAT N4730'11. 090J / /1AL IA14n0)04/11/14 nn7411 Uj W Q Z 0 W FI • ► CONNECT TO EX/STING SEWER CONNECT TO EXISTING WATER LAT N4730'16.8158" LON- W12210'01.8512" SURVEYED: BY OTHERS DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOORE CHECKED: ROLL/ HEA VR/N BY DATE APPR APPROVED: ROLL/ HEA VR/N CONNECT TO EXISTING STORM LA T.• N4730'16.3027" LON.- W12210'00.7352" LAT N4730'16.0052" LOM- W12210101.2464" LAT N4730'15.5734" LON.• W12210'00.2517" SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY LAT N4730'15.2397" LON- W122 0959. 4885" LON- W122 09 59.9369" EXISTING WA TER VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM i \s TOP OF SLOPE (TYP) 15' BLDG SETBACK (TYP) 15' BUFFER (TYP) I / p42305-9E45LLC pALPAY PROPER PROPOSED WATER (TYP) PROPOSED STORM (TYP) PROPOSED SEWER (TYP) APN F4OPER1E51LLC pALPAY CITY o NOE LANo L.L.A• REC. ApN 04ASSOC A1E5 LLC pALPAY & PROJECT BOUNDARY (TYP) LAT N4730'11.0413" LON: W122 0957.5837" CITY OF RENTON Planning/Building/Public Works Dept. I N l SCALE: 1" = 50' 0 25 50 100 STORM LEGEND STORM PIPE STORM SERVICE EXISTING STORM P/PE STORM PIPE FLOW ARROW �❑ STORM STRUCTURE - TYPE 1 CB STORM STRUCTURE - TYPE 2 CB SEWER LEGEND SEWER P/PE SEWER SERWCE ss - EXISTING SEWER P/PE 0 SEWER STRUCTURE O SEWER CLEANOUT WA TER LEGEND WA TER MAIN EXISTING WATER PIPE -sI IN[ WATER FITTING Ak FIRE HYDRANT ® WA TER METER •� TYPE / BLOW -OFF AIR- VAC POWER LEGEND POWER CONDUIT STREET LIGHT POWER VAUL T 5/S/25 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425536 S-425513 W-425513 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 COMPOSITE UTILITY PLAN vo 0 0 0 N N �i N ti DATE: O 0/111202J FIELDeo PAGE DRAWING NO: �1 C7. 01 SHEET: OF: 60 93 CONSTRUCTION RECORD DRA WINGS Z ti O Z O O v UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 SEE SHEET C7.03 1 REVISED PER CITY COMMENTS MJS 7/26/231 HHH SURVEYED: BY OTHERS 2 REVISED PER CITY COMMENTS KEL 9/12/23 HHH DESIGNED: ROLL/ HEAVR/N 3 REVISED PER CITY COMMENTS KEL 10/11/22 HHH DRAWN: MARY MOORE CHECKED: ROLL/ HEA VR/N NO. REVISION BY DATE APPR APPROVED: ROLL/ HEA VR/N SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY O 0 N M N v `(EYMAP 0 0 0 N N K SCALE: 1" = 30' 0 15 30 60 STORM LEGEND STORM PIPE -� STORM SERVICE -SD EXISTING STORURIPF STORM PIPE FLOW ARROW ❑❑ STORM STRUCTURE - TYPE 1 CS STORM STRUCTURE - TYPE 2 CB SEWER LEGEND SEWER PIPE SEWER SERWCE _SS EX/STING SEWER PIPE � SEWER PIPE FLOW ARROW 0 SEWER STRUCTURE SEWER CLEANOUT WA TER LEGEND WA TER MAIN -W EXISTING WATER PIPE H C WATER F/TT/NG • FIRE HYDRANT ® WA TER METER •� TYPE / BLOW -OFF AIR- VAC v 10/11 /23 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE ,con PLANNING �zw� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 �-425537 S-425514 1A-425514 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Lyqi PMENT ENGINEERING WASTEWATER UTILITY 12/06/2023 jstowell 11 /30/2023 N ODATE: VERnCAL• NAVD 1988 . HORIZONTAL- NAD 1983/1991 1 CITY 0 F TOWNS ON 2TH 10/111202J 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: RENTON PAGE: DATUM DRAWING NO: Planning/Building/Public Works Dept. UTILITY CROSSING PLAN C7"02 SHEET: OF: 61 93 Lr) 4 SEE SHEET C7.02 N N NLO �0°50 rr 53 54 :.;II r / d' d' APN 3307801LE � � 55 56 57 58 59 • . I� g TRACT H / 41 (CRITICAL AREA) I I JEN / � \ Nr ' I TRACT L (CRI T/CAL AREA) % a 42 I / �/ I \ \ / 1�\W ,I ;.• 'a ' 39 ❑ I 4 ,. ( 305,9245�GG y \ �I ly \ , a pN 042opERTIEs 43 "OAApAY PR ` EXISTING TREE TO BE SA VED 44 52 51 50 49 4R Q (rYP) 46 ; rrH c, i [a ` h � \ v�l Pz SEE UTILITY CROSSING TABLE .�0 9PEN " N SHEET C7.04 (TYP) Y TRACT M 45 SPACE) e � u F IIzi b 3 i 9 •' NI+IN 5 9°46 \ 1 �� 5 � ❑ �iJ \ ApN ° pON WONO �\ / \ 28 29 30 24 25 26 27 31 32 33 34 O PROPOSED WATER (TYP) 35 36 37 9061 I PROPOSED SEWER (TYP) 6 ApN 4230ERT1C5 LLC PPOP M I PROPOSED STORM (TYP) ]NI p ALp AY TRACTA `. 7 ... STMENT N• 1 \ i (ACCESS & UMITY) a ApJO —3002 TRACT B "" , ... ,. ... ' L°T LINELLA, LN O9 O .. (ACCESS & UTILITY)' A :. : ' . RENTON LO 106, 2g000 7.CITY O NO• LINO 20°50 g2 I — ' L.L.A. REC- I 23 22 21 20 19 18 17 16 15 14 13 12 Jill 10 9 ApN 0423o5�Y�O4 pHUON I'' row 0425500 TRACT /V ApN 305— 0423ATES LLG ApN 055— 2 (OPEN SPA OALpAY & A DAMES UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 1 REVISED PER CITY COMMENTS MJS 7/26/231 HHH 2 REVISED PER CITY COMMENTS KEL 9/12/23 HHH 3 REVISED PER CITY COMMENTS KEL 10/11/22 HHH NO. REVISION BY 1 DATE 1 APPR SURVEYED: BY OTHERS DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOORE CHECKED: ROLL/ HEA VR/N APPROVED: ROLL/ HEA VR/N SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M c� SD SD-- o—o—o CONNECT TO EXISTING WATER CITY OF RENTON Planning/Building/Public Works Dept. `(EYMAP SCALE: 1" = 30' 0 15 30 60 STORM LEGEND STORM PIPE STORY _SD EX/S NGESTORM P/PE STORM PIPE FLOW ARROW ❑❑ STORM STRUCTURE — TYPE 1 CS STORM STRUCTURE — TYPE 2 CB SEWER LEGEND SEWER PIPE SEWER SERWCE _SS EX/STING SEWER PIPE ­4 SEWER PIPE FLOW ARROW 0 SEWER STRUCTURE SEWER CLEANOUT WA TER LEGEND r�:••wAf•r WA TER MAIN —W EXISTING WATER P/PE v HI WATER FITTING �• ~� Z z • FIRE HYDRANT ® WA TER METER 9 •� TYPE / BLOW_ OFF AIR— VAC 100NAL 10/11 /23 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425538 S-425515 W-425515 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 12/06/2023 w 0 0 N M N v 0 0 N N WASTEWATER UTILITY jstowell 11 /13/2023 kmj 141% TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 UTILITY CROSSING PLAN DATE: 0/111202J FIELDeo PAGE DRAWING NO: �7 C7.03 SHEET: OF: 62 93 O O N O N v O O O N N