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HomeMy WebLinkAboutR-389775N M SE 1/4 SECTION 31, TOWNSHIP 23 N, RANGE 5 E, W.M. VUECRES T ESTATES & VUECRES T l/ SHORT PLAT • 1'. '.' i' i• 1 1 1 1 •4•. LEGEND r7 Ll T" \"Y' -z L111 ` / J \� 1 II c MAILBOX Q 1 , CONNECT TO EX. SSM S-2776 I S"TA. 1 +88. 6, 7 68, I I ' ' � ¢ UTILITY POLE R%1 X369.06 J / / ,' �/ �,' "�� 1 / / �j 8"1 IE lM 36#n9:�5 (S) �l W 361.89 / - II S STREET LIGHT l"��o / ,�`;. 8'I IE ,bUT§ (N) EX 361.77 I, I LIGHT POLE ,' 171 19 20 � � I / CATCH BASIN SSMH 10 / / ' I I ( I o, I i STA. 30+53.07 5.50' R "� `' SEWER MANHOLE `3 I i I ' 1 1 RIM -+APIR-1-372 64 _ - ' ii l 1 ' ' () - / /� ' `\ TELE RISER 1 , 8"IE IN E35.06 / I ; It 1 G, // ' I \I 1 -r , 8„ IE OUT-� ��(W 365.02 11 � ;' 'I/ LLJSIGN z I i , , WA TER METER -- 1+00 CT ���j 32+ 8 5 \ I P WATER VALVE I / I LLJ' D LLJ 1 I I f 362 ' \ 3- 124 L/ `��8 \� q WATER BLOW OFF ', IIi II I \ i• 20' PUBLIC %%' - '_ tip` % -_ �� FIRE HYDRANT U 11 I, I I 1 I 31 WER EASEMENT DECIDOUS TREE I � ; /Nit, (E)37U I I i I 1SMH 0 SM. 72+70.7p, 4. SMI -HERS 'r 16 \ 'I '` ` .�t OUT_ 5 W ).351 CONIFEROUS TREE 1 8.13 R TR CT 'G I' ° PROPOSED STORM DRAINAGE 871E IN 3.14(S), 363.1O(E) 1 8i' lE CUT 363.0 (Al)( B) /�� 1. % \ �• - \�,c. `\ �® PROPOSED SANITARY SEWER I Cn LLJ 15 T II PROPOSED WATER OD SEWER S TUBS VUECREST ESTATES LOT STATION F.G. IE AT MAIN END /E LENGTH SLOPE 1 0+21 370.40 x362.09 36°4-98-365.09 34.-95 34.48 9:934 8.70X 2 0+71 371.50 46�F.509 58 366.-86-366.18 37-81- 38.71 9. 9.JOX 3 0+06 J72-70 363zn&363.22 -1&F-z1T366.6 Oil F4 31.66 iml a 1d 10.90.x' 4 0+53 373.70 '63=--363.88 -368-zl&368.58 36r1 9. 28.60 1�881d 16.43.°8' 5 0+97 374.70 46436.364.52 369.96369.22 3f.-9.9. 28.26 }4.P3� 16.63.x' 6 1+5j 375.70 46-46-365.29 =F&.-2&-369.21 34-19 31.68 1fd 12.37.x' 7 0+30 376.80 466-9x366.43 -JF -39.371.19 3494 33.60 13-691d 14.17X 8 0+86 377.80 36F."j%iL367.85 :3F -_Q -3e 372.11 39:94 34.03 ie -e4 12.52.x' 9 1+15 380.00 368:31-368.55 3F436-374.61 # :2 42.88 13. 14.13X 10 0+00 387.50 -r=6-KTJ74.83 =&2-e&-381.44 z3g,:3�9 39.07 1 iz 4 16.92.E 11 1+47 383.40 4=r^T373.88 3 96-378.02 :Fi?39 27.93 !+zQ:P 14.82.x' 12 0+97 381.00 371.17 -r=5 -_Q&375.78 iiL39 27.84 13-661d 16.56.° 13 0+55 379.00 368-A4.368.84 -F-_4e-J73.32 �� 27.62 1fr.-95916.22.°8' 14 1+20 375.40 I 4649T364.83 -16=r9e-J69.49 4.0. f 9. 45.80 11:ze 10.17.`8 15 0+67 375.00 364:;-5.364.08 -169-5--368.84 46:31- 48.04 1- .55f€ 9.91X 16 0+20 375.20 4&_--4&36J.40 369:36-369.29 48.01 1335�d'12.27.°8' 17 0+14 375.20 :36& 6:3 369:36-368.82 z'3?39 26.47 1.4.,99ld 11.98X 18 0+56 377.60 36 49367.51 =7-2-Ie371.32 _933927.29 16.pfd13.96.x' 19 1+06 380.00 669.- 6,z 9.6714F+36-373.18 z"` 39 28.271 12.42X 20 0+00 1 380.00 4Fe.-6zq-370.51 4F+4e-374.02 +f499 44.98 Z80X VUECREST 11 SHORT PLAT LOT STATION F.G. IE AT MAIN END IE LENGTH SLOPE 1 0+00 408.00 399:96- 399.58 X02.54 38--1-1- 39.23 6-8_99€ 755X 2 3+39 408.00 398-_99- 398.03 -0e9.-5&402.21 34. f 6 35.26 11.8538' 3 2+82 408.00 396:-8-7- 396.54 --06Q-36`402.15 3.0-4 35.08 W, -4$9b'15 -99W 4 2+27 407.60 395. -*F- 395.12 -46_Q-�401.25 :34. If 35.29 19:-k1-%IZ37.°x' 5 1+62 405.00 393e+ 393.36 399.-58-399.05 34. f & 35.04 1.6.-6994' 16.24.°x' 6 0+98 403.20 1- 391.66 398-396.8 34. f6 35.07 1.6.-e� 14.74.°x' 7 0+42 401.00 398 86- 390.18 394-56-395.48 ✓4-I'119 34.93 13 6% 15.17X 8 0+57 397 50 =» -TT 387.78 3= *-391.08 -5 25.63 16 fi390 12.88.°x' LLJ ' I II I, 1 ' / / ,'` / (p , / >3..: \ __,^ ---- NOTES: fir°' \ _ 1. STATION IS TO NEAREST DOWNSTREAM MANHOLE 2. END IE IS AT STUB END 14 \` c ' ' i� w II '' ', , ' ' I ,' I ` TA. 13+82.70, 4.80' R (SMITHERS) \\ ' \\ UTILITY CONFLICT NOTE. TA. 40+ 9.38, 5.50' Ll TRACT " y '; - SSMH 12 , ' .� '-- - ' ` THE CONTRACTOR SHALL BE RESPONSIBLE FOR VER/FYING THE LOCATION, 1 1 1 I 374.78 \ V/ `,STA. 41+73.40, 5.50' L 8" IE IN () '''` RIMi-384.18 DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE /365-�s-Ej1365.68 S, ---- �'; -w- =;° , I i I I , 1 f ' i ' 8" IE OJT 365. _ (N)I 36 . ` \ \ - % � IE IN r (E)374.83 PLANS OR NOT BY POTHOLING THE UT/L/T/ES AND SURVEYING THE HORIZONTAL LLJ ' I I I I I ' I / I V F ;8" IE OUT 3- (W)374.82 AND VERTICAL LOCATION PR/OR TO CONSTRUCT/ON. TH/S SHALL INCLUDE ! CALLING UTILITY LOCATE AT 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UT/L/TY CROSSINGS TO PHYSICALLY VERIFY 6 08 ` '\\\ \ \` 41+ WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ' © f .41 + T G' �H�� ` \ ` ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMA T/ON AND '' ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR 0 (P ) \ ` `, s Aa �.4 SHALL CONSULT D.R. STRONG CONSULTING ENGINEERS, INC. TO RESOLVE ALL Q) PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. /PUBLIC '' n: ; < `' � • 111 � 11 I , SEWER (1 EASEMEN T ' 1.� 0 12 N \11 101, I �Cc_ AS -BUILT fly, \\ I a' , \ , i ��N I � ~ � �� � 3g � "l CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS � \ IS ; ,�� I �o 'y ' `, \ `\ O. AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, 161 , ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ADOI - - - - \ •' ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY "� \ 1 - 1 y `� ME OR UNDER MY DIRECT SUPERVISION ON THIS DA 7E' 1/12/2018. " I I 1 �� _� r 9 SSMH 3 /' V \\ ,;\ ';' --- ----meq r====--�-- _ --= I rA. 15+44.33, 10.83' R ------------- ----- r p RIM 3�ze. 0+37797----- ---- - - ° ` • \ \ \ _ - '-' - - - ------ --- ------ - --- - -- 8"' IE IN SE 369.82 y;' I ,/I --------- _____ ___ __ __ _ _ __ y = �1 8"; IE our0 <);W9§ 82 - _ - - U - ' QCT �` �' :; \ VUECR PLA T V ECR ' EST . EST 11 SHORT y . �---------------- ----- U 15007232 - lr_ , -1I-----------------�-;c--'' SSMH 8 -fl--- >-----�--------il--- - -- � , , ,' ,•' �,�. %'" :a �� - ----- �\ STA. 20+43.60, 0.40' R 1 I -------- - ----- --- --------it---- - cP /' i /' /' / - \'- n- �. RIM �975-397.00 �� - 8" lE IN 38�9r-J, 389.04 ' •------a------- ' :: 8„ lE OUT 389�rr(',�W) 388.94 Ob S - I a _ �V j�► 6 ' V 0 I - - I - � t i -:5h�1 �5 - 0 RIM '�S .7/ ,�7a9.6`8� I l -t ., f ^ - J I � i -tet / ^ j I I / r • r 8 " l �Lpi S < / ST 17x' S3. 2 / r / I l__ S7 � T• I 1 \ I& aN'T l�' 8„ IN x& -38-)3z8 I8„ IE UTe8- NI^/ 37 9---- -- ` c, ' / _ / -_�, I, \!a /\` \ /' SSMPr7- lift / _i _ _ - ir,' '.`' -.-• / _ 1. �,,-J--1 -,J ` \ \ .. ... e.•: '. - - J \/ `.. / / / / / / / , / / I I I I I / / _ - .' ;' f.S� - ' /, )`_- • , \ \ \ 1•' r^%�.... / r STA. 19+44.91, 2.34' R 394. _ � , / RIM 393-�s393!57 _ ! / - ' 8IE IN38?-#iz(NE)386.1.9 ------------ (SW B )386.0 9 II,I I l ACT` SSMH 6_0 \\ , - d ; I'. ° „� ( i (�,\) pq STA. 19+06. �r1,-2.34' R : \ I I I I , I I I I I I , I - I ',J \ �,\ J,�,/ _� - , - "Y I M `,^,\ \\,. \ 11 ' _ ' - C: _ \ ` _ �M�+1 ,,392 82 ' I � 8' 1E 8- (NE)385.03 1 -8; < OUT 3878-(W)385. 00 '\ _ I ' __ / - 398 , '` \ ' / --- ' "� / "- - - - - 400 ,' , , . , \ / .44 l / /j. 402 f_1 ,\ Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) W� D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 3 CITY COMMENTS, REVIEW 3 4 CITY COMMENTS, REVIEW 4 5 MYLARS 12.06.161 6 DRAFT AS-BUILTS N0. 01.04.181 REVISION MAJ 03,22,16 MAJ SURVEYED: SJS MAJ 06°06'16 MAJ DESIGNED: MAJ MAJ 08,25.16 MAJ MAJ 10,21,16. MAJ DRAWN: YLP MAJ 12.06.161 MAJ CHECKED: MAJ MAJ 01.04.181 MAJ APPROVE BY DATE APPR SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 0 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM a 3 NO TES. 1. ALL TRENCH RESTORATION WITHIN THE CITY OF RENTON R.O. W. SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, TRENCHES (ROAD CROSSINGS). lF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. 2. REFER TO C31 FOR UTILITY CROSSINGS DA YLIGH T BASEMEN T L 0 TS NO TE. - LOIS 1-8 TO UTILIZE PRIVATE EJECTION PUMP FOR LOWER FLOOR SIDE SEWER NO TES.- 1. ES. 1. SIDE SEWER LINES SHALL BE INSTALLED A MINIMUM OF 8 FEET INTO EACH LOT. 2. MINIMUM SIDE SEWER SLOPE IS 2.007 3. MINIMUM SIDE SEWER DEPTH IS 5 FEET FROM FINISHED FLOOR. 4. IN UNPAVED AREAS, POUR 2 -FOOT SQUARE CONCRETE (CLASS 3000) PAD AROUND CLEANOUT RING AND COVER PRI VA TE A CCESS TRA C T NO TE. - 1. SIDE SEWER LINES SHALL BE INSTALLED A MINIMUM OF 8 FEET INTO EACH LOT. 2. MINIMUM SIDE SEWER SLOPE IS 2.00% 3. MINIMUM SIDE SEWER DEPTH IS 5 FEET FROM FINISHED FLOOR. 4. IN UNPAVED AREAS, POUR 2 -FOOT SQUARE CONCRETE (CLASS 3000) PAD AROUND CLEANOUT RING AND COVER L - KEY MAP SCALE: 1 "=200' SSMH 9 STA. 24+40.02, 4. RIM N 499. 9 a„ IE 25+6U� I- - !'a �I Q NORTH I GRAPHIC SCALE 2 o 0 20 40 80 'a w / • O 0 1 INCH = 40 FT. / o• � I RECOMMENDED FOR APPOVAL N BY: Date: I408 / + ; BY: Date: 410 'i I 3 BY: Date: \ 17-1 I BY: Date: C TY OF VUECREST ESTATES & VUECREST II 09.28.15 FIELDBOOK: RENTON PAGE: SEWER EXTENSION PLAN DRAWING N0: Planning/Building/Public Works Dept. C25 U15007217 / U15007232 �"__ ET OF: 25 33 DRS PROJECT NO. 12102 R-389775 S-389706