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HomeMy WebLinkAboutF_AsBuiltPlans_171220.pdf00II I NE 1/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W.M. Rv O II CB 20 TYPE 1LA L PINE NURSER Y N 1CUT IN CATCH BASIN 10 f7 ,,� O ,Nd STA. 14+97.75, 16.37' R (ST R.) O M o n a II STA 50+16.69, 37.97' R (STR.) ,m II U U U ^^ En a- • ro �_ RIM (MA TCH FG) R1 3 8.22 o I II I I NEW 12" Dl" i IN 376.08 (SE) I y t EX. 1 Com' 371.38 (E) IN AB ( X75, TYPE 2-48" M c EX. 1 C;' 371.38 W OUT 9 _ ^ ^ () ( ) STA. 59+06.92, 11.39' R (SIR.) J S "' 9. -4!5! 2.17' R C� YPfr'i Q I � 36 "' i ^n RlM ^ 388 72 � 'i365.92 II4-LF 2" l (P19) i 12" lE 464- �-r(N) 1N383 68 �- c� J 0 Z5 0N N ~- I ;2» E z6 464- ee �� 03636,306 e�(N) OUT 12" 3� 15A, TYPE 1 I .• •, \ W p+87.78 TA. 58+54.79, 12.17 R I - = 51+00 3 J lM X369.92 _ \ " 1E ! (W) IN 365.32 I g0+00 _ \ � ' l 1 „ lE-�•-4� (N) IN 365.06 I w ` 0 2 CB 17 TYPE 1 12" /E -✓6-k36• (S) OUT 365.01 > III I'`Op Bl-DIRECTIONA VANED GRATE I I 5g+ 0 - ; = z �/ I �D n WITH THROUGH CURB INLET � - 12" 01 (P 115) W I o I I I STA. 54+70.00, 12.54' R (SIR.) ®° 0 3 �` + I - - \ RlM�377.63 _. 58+0 --- I W m5..., ` LLI_ 6" lE��t-() IN 372.68 -(�/� \ Za "o W be N "'" 2' lE S OUT 372.62 s I �_ I O � - CB 19, CONCRETE lNL , � ) 3 LII III 9.. `� / _ - -_ M 1 ST 50+44.70, 12.69' 57+00 I 6 S T A VE SE _ SrtA. `1\5+22.98, 44.70' R l 3x AVE S E N 3 0 / V z III RIM 8- 379.76 , ,• 0 !� 1 S T A _ I --- �� 6 - 16' GATE WITH 2 8 0. � v a 12" lE OUT378.08 (Ni X I 56+00 _ SWINGING SECTI S N1•, 1,, -� �� / , 16 w Q• - 1 E � � I CP W I \ / 7 I • I , 72 LF 12 L 6'•• •� • ��� / �6 c �MERGENCY OVE ILLWAY t (AB) CBA +00 + � I - - I SEE DETAIL SHEET C30 54-1-00 55 • -r � � \ W/SOLID LID _ I yea 17 SEE SHEET C26 6" STORM STUB (TYP.) I I 1 w ' - 378 12" LC P co / , (AB) „ + •------ - _ _ / 52 LF 12" LCPE P15A i I I .O �- - �� \ • s - - - - - /,' ) CHAINLINe-FFNGE PER WSDOT o, �' "' I I •o I - - - - - _ _ _ _ _ �� s CB 16 TYPE 2-48" ' / > ---'' ' STD. PLAN L-20.10- E 3 `9 ;' ` ' �` STA. 55+ 2.41, 11.39 P? (SIR) M I , - - - I 16 �� �. _ I RlM 379.26'', ( ) 101 g --- ` -�1 1E3�1-86 (W) IN,371.96-- Iln I•' _ _ - _ + r _ _ - I 12 12 /E-�, 4&, (N), IN 371.46 II I I C ��\ I � PRIVATE TYPE 1 �:OR (AB) CB B I - ��� 12" IE (S) OUT 371.41 151 APPROVED EQUAL(TYP.) W/SOUD UD I- I I I \ - 30 Lx18 W WET 8105 LEr I 7 7 EE SHEET C29 FOR DETAILS ; 78 II 74 ^�Sl•IEET C25, I I , ` 16 CB 13, TYPE 1 II 3 1 i 17 --��`/ I �` ` 1 1 ' Bl -DIRECTIONAL SVA-NELL.GRATE II 3 I I ` ` ` I / _' .;=9.5--tF24" LCPE P1 3 I WITH THROUGH URB INET I ,' I > I �. �� 361.56 /•+ r - T :�_ I o / `• \ I 24" 1E 46 6;!S Atm T ''� ; ;,T- ; CB 1A, TYPE 2-48" R/RDCAGE STA. 42+09.37,1 9.5,4% i? o I I , :���� 1� 362 I _ RIM 36+-9,361.02 RIM 372�T I r+�- 380 I �`•• � ��-- - / cV 1 18" 1E-+4 (S) OUT358.47 6" II `1 _ CB 205, TYP �r `38\0 ' I I 376 �� - �I --- ( 31 LF 18" LCPE PIA 12" �+ z5&9. _ II OUT 369.04 (W) I 374 STA. 61+9379, 9.17' L 378 372 . _ EB 1, TYPE ON " 1 3 -+ `�. 73.75 RIM: . , 374 i , lTH SPILL , 45.. 18" 1E�96-(N) IN ' OU B 103, iYS�F 1 I 1 (STR 36+40. �7, 45.4' L i i `i \ �(, ( ,r: 357.99 -----1 - I SY . 61+93.5 9.62 r (AB) CB l 376 1 RIM 6 77 \ 1 I I I /� - CB 14, TYPE 1L 2" LCPE (P2 ) / RlM �373.�500 1 SEE SHEET C21,C22 ( l / ` O I I I I °� ,- ;= STA. 37+10.63, 50.28' L I 361. 612" lE SW /nq I 12 /E \69rEr (SW) OTIT 9.66 I 361. 618" IE; -,3;60. Fi` IN I ' I I � / ' -' _ (AB) 28.3 LF O 3.67X 1 CB 10 TYPE 1 I \ ' 26(�) I c`Oo i I I .' i I 1 ' L_-' 18" lE3fi •6>�(E) IN 362.02 II I . 22 Bl-DlR CTIONAL WANED GRATE �9 -6 1 361. 624" lF�'�✓6f.�-(VVW) l I I < • I , 12" E` P103) 1 I I w II WITH T ROUGH CURB INLIET I -� 1 2, TYPE 2-48"361. 624" 16�z(�) OU I I ; _ _ 18" /E-_,t�_.�} (N) OUT 362.00 I „ I CR 12, TYPE 1 STA. 6 +69.96, �y4.58' L I - CB 3, TYPE 2�4�" : , I I ` i I I u� CB 21 TYPE 2-48" L TA. 35+89.01, 11.71; 27 , V -' ' I 2% Bl- RECTIONAL VANED GRATE L OP CATCH B I __ --- PRIMARY OVERFLOW BIRDCAGE I WITH T�IROUGH CURB INLET 2,3 STA. +42.26, 114.06' L 1 I . ` . r - (S 7R.) (AB) CBE I i AB) CBG �I / RIM 37255 , , "1 STA..,33+85.86, 1 .j8•'LI ( T�i.)% X36897 W/SOUD LID L, ��� I __ X36280 I ( ST,4- 30+19.39, 17.89' L (SIR.) 6„ 1E 14 STA. 6'1 i-7746, 18.5jg`,P (TP SSEE SHEET C lE (SW) OUT 360.75 I W/SOLID UD � � 368.28 (E) , I � � " 1E�3:••a�_� (E) IN 3 .42 i I SEE SHEET C21 I I TSTA. 41+70.89, 19.39' R (STR. 12" lE (SE) 1N367.50 7� W RlM�,37289 1 " /E•3'}2.9s (W) IN 2.82 ' / v EE D TAIL SHEET C29 )'?/M x¢37223 - . - 112" lE 36�•e(NE) l 366. 4" lE N IN 2.02 r / /f4 o 12" IE (W) OUT367.50) IN 2 / -1$9. O, 8" DI P 4T LF f.08.t 1 (AB)43 LF 12" LCE (P1y3 o , 6" lE -49-41r (S�) IN 369.28 _ , , I' AB B C h o 8„ /E.- _ 12" L E© P22 1� 12" lE NW OUT 368.9 ( ) r i/ 4" lE3fr1 (SE)1\06 T 362.02'1 / -'�� ( ) LID ' o tx _ -�24 `SEE EET C23 11A, T�'PE 2-48" __ _$_ --T------- - I 1 'WI ROUNa SOLID LOCKING LID r • / / 12" LCPE (P105 1 r • • l�J 1 TA. 30+09.37, 13.75' (SIM.) •, • .---------- r r ` ; 3 I 1 S`T,,4. 41j- 6.75, 9.37' R (SIR.) I •� ' I ,1 RlM`3r(A�� '-- _ I i. ,� 24" LCPE (3) (�_ F 24" <oc0 •1i 1 15'-rTORM \ o ' 12" lE -36649- (SE) IN 3 8.78in 4+00LF 35+00 • _ • LCP (P2) 5 EASEMENT` , , "►r' 12" lE 36e�I� (E) IN 3 8.78 I 0 -N-1-F 12 - 32+00 ROADI r n 33+00 I 3 �- - T- 12" /E 3&33(W) OUT 68.78 I �- - I .i 2 I I �sr �j 68. C , y 1�_. C6' 22 T 2-48" Bl c O I - , / AB ' - --- 1F 12" Dl (P101 1 y� �_t (ZINED Wl RIP -RAP) I �i // I I I • i • ` '� • o `� •, I �����=, WITH 20- OT DISPERSAL T NCH 0. I �I N , 1 d ,d 374 EX. CBnaa CITY COMMENTS, REVIEW 1 SSE S%1EET C23 (AB) 48 LF 12 LCPE (P11A) - - `�`.--= �� ,-� /-�-------£Ba,�_T-YP€`<-1_--' ; - _ GB 3 YP '1'-48 AMY BUILT STA. 10+84.19, 14.92 R SIR. 11 (AB) 20.9LF O 3.44X I ,y�� `�' I _ 17: ?? eJ ` � ` 2>. � ,' - STA. 20+15.22, 3IM W/ ROUND SOLID LOCKIN STA4.��+91.43, 12.17' L LID , - - - - - (STR.) ~-`� �<- , i 18" IL )' (S) OU T363.12 A. 40+12.17, 9.1T R (S X1-3 \ 8 TYPE 1L i 2 4F 18" LCPE (P5) RIM 372.42 (MAT° X,� ^ ,^' 1 i I 4 I .86 / .86 ; _ 6» lE IN 3689- _ 18" lE=r(�42 OUT 3 EX. EX. 12" lE 368.9°?, IN Ni c�i 18" lE J68.5:t ��//qo . a 11 II 370 I '�-- , 12" lE (E) IN I 12" lE (W) �fJT 4 w, EX. 18" lE 368,18S'� C?6 � �I I f� CB 10, YPF, 1 ` °II N �, STA. 4 JA 00, 9. f7' R L � � I T • "A. ♦ 370.30 '67 12" 1E3o•�? 96•�E lN- 00 12" lE 3+5-?-9�-(W� 61(�T SEE SH, C21 \ _1 `, , CITY COMMENTS, REVIEW 1 SSE S%1EET C23 (AB) 48 LF 12 LCPE (P11A) - - `�`.--= �� ,-� ---- --- ,_ - _ GB 3 YP '1'-48 AMY BUILT 07.28.16 ,' STA. 33f31.48, p2fT. ;' R (STR (AB) 20.9LF O 3.44X MAJ ,y�� `�' STA. 61+35.6 12.80'1-(5? . 26LF12" LCPE (P10) -` ` � ` 2>. � ,' - 6' lE 36 F099 -(NW), IN 363.97 12" 1E X53-56 (a IN 363.47 18�1�39�,(�W) IN 363.12 CB 9, T4DE 2-48"2 W/ ROUND SOLID LOCKIN STA4.��+91.43, 12.17' L LID , - - - - - (STR.) ~-`� �<- , i 18" IL )' (S) OU T363.12 A. 40+12.17, 9.1T R (S TR.) / \ 8 TYPE 1L i 2 4F 18" LCPE (P5) Bl-QlR ZONAL VA ED GRATE RlM 37�370.28 1 i I 4 12" 1E-364..&4 (E) IN 3 12" 1E 36 (N) IN 36 .86 / .86 ; WI TH TH OZ/Bld,CURB INLET STA. 23+40.85, 1:?. -5,4' L (SIR.)�F 1 is LF � 1g`,),,LCPE P7 18" lE=r(�42 OUT 3 387.27 �.--_ 370 18 '�-- , w, 7, 3 F a8 LICPE P4 , _ - ;; -- 362.24 -'' - 1RlM2" lE (NE) IN 38Q SEE DETA / CB 4, YPE 2rt48" �I 2 ALF 12'�LCPE (P102) \' _ - • ay- ' --,��j i) STA- JJ* \7.3d, 17.8 ' R (S TR STA. 61+40. 76, 12.7 R (-�TR. �� \ l • r _ _ _ _ - / n rr ",--- ; RlM -37224 I / r CB 102 TYPE 1 / (AB) CBD coI W/SOUD LID/ 12 /E ? (W) 1Q(3613.31 S 35+88.8), 12.1f R SEE SHEET C23 / 18" lE �(N) SRI 96 Rl 30 Bl-D0ECTIONAL 'V,4NED GRATE ,' ;�-' k\; ' J 8" 1E4 (E) U 306 16" 1E�63.6�- W1 /N363 , WITFI THROUGH CUR�INLETr- 1" I ST4.-36+90.07, 0.03' L 12" IE 46 (E) 0UT36 .15 , �. RIM 3 � 385.02 N CB 104, T �E 4§_' - ' STA. 25,57.97, "38.00' 1 I(ST .) 6 6" IE -lM 362.45 STA. ,80+38.00, 19.95' R (S TR.) 12" lE-(NE) OUT362.450�- _;;z; 1h,1 X369 5�-38 .65 1 . v 12" lE_ W) IN 4.t \ 12" lE 36 4.1 -? .C 7 n - \ • • ♦ .9 • • • • , • • • `OM1 1, .y \ .1 -♦ ♦ • _� / may.' I '-�-..-__yk 1-,,,T a` \I 'I ���, �; `__)-. I • ` • 149 LF 18" Dl (P9) • • • . • • � - __ ---- 172 LF 18" Dl P8 ` -89-LF • " , ` +;4; 83 LF 12" LCPE P304 19 Ll 12" ; `'•<' ;c 1-'��: 87 LF 17' LCPE (P109) LCPE P404• -�- dO ....... ^o��� ^° 6� \ o - I r 8+00 ---- -- 60 TH A VE. SE ...... CB 304 E .v �� _ 29+00 ✓ ..------. ...................CB 204, TYPE 1 STA. 26+66. 4, 12.17' L �� , CB 404, TYPE 1 -+- 2N p R T H 1 N n STA. 25+82.96, 12.17 L RIM 36870 - 29-1-96. Z O Bl -DIRECTIONAL VANED GRATE CB 7, TYPE 2-48"-� STA. 27+53.83, 12.17' L01 �� - 2 RIM r e . 12" l 364ZO---- ,o WITH THROUGH CURB INLET STA. 25+12.96, 11.41' L (SIR.) r51 12" 1E?-3!1�(S) IN 4.26 12" IE B -(N) OUT 364.50 Rl„ F�36873 GRAPHIC SCALE Cd STA. 21+04.69, 12.54' L (SIR.) 12 E r M �, O rn� ' "" r' + ` �' RIM 3�9r37r370.46 12" lE (NE) 0 T364.28 0 20 40 80 ( ) RlM -369.48 N OUT 364.84 L s 6 C3 � Ci o `r a 18" /E-•63 (N) IN 363.81 0- as 12" /E-,." ;r (S) OUT 367.44 18" lE�fr� SE OUT 363 81 CB 6, TYPE 2-48" 1 1 ( ) Bl -DIRECTIONAL VANED GRATE o. I WITH THROUGH CURB INLET \ 1 INCH = 40 FT. I a II I I STA. 25+39.20, 38.00' L (SIR.) STA. 60+38.00, 8.76' L (SIR.) RIM389.48 VER TI CAL DATUM. CA TCH BASIN NO TE. • 18" 1E -944-4-9- (N W) 1N 363.81 NA VD 88 PER KING COUNTY DEPARTMENT OF PUBLIC WORKS SURVEY /F DURING CONS TRUC TION / T /S FOUND THAT PIPE ANGLES REQUIRE 18" /E (E) OU T 363.81 BRANCH (KCDPWSB) VERTICAL CONTROL. L 0 T RUNOFF NOTE.• RUNOFF BETWEEN ADJACENT LOTS TO BE HANDLED DURING INDIVIDUAL BUILDING PERMITS A. Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) ROTATION OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER STRUCTURE AND ADEQUATE KNOCKOUT. D.R. STRONG w CONSUL TING ENGINEERS D ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 ' v O 425.827.3063 F 425.827.2423 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 05.23.16 LARS 4 AMY BUILT 07.28.16 MAJ N 0 . REVISION MAJ 03.03.16 MAJ SURVEYED:��i Sis MAJ 05.23.16 MAJ DESIGNED: YLP MAJ 07.28.16 MAJ EAS 09.12.17 MAJ DRAWN: CHECKED: MAJ BY DATE APPR APPROVED: Mm SCALE: VERTICAL: NAVD 1988 C T Y O F AS NOTED HORIZONTAL: NAD 1983/183/1 991 � R E IN T 0 IN ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY AS -BUILT RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date-.- BY: ate:BY: Date: ALPINE NURSERY ROAD AND STORM DRAINAGE PLAN U15007366 DRS PROJECT N0. 14069 JAJ- DATE: 09.28.15 FIELDBOOK: PAGE: DRAWING NO: C15 SHEET: 15 GF: 42 NININNAA 00 0 0 0 0 1 Q J ry Ld ry z I� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) *NOTE. • ALL STORM STUB 1E CALL OUTS ARE AT CLEAT - OF RESPECTIVE LOT WITH MINIMUM 2.007. PIPE SLOPE, • IE'S MAYBE FIELD ADJUSTED TO ACCOMMODATE DEVELOPMENT. NO TES: 1. ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS #XXX ON FILE WITH CITY OF RENTON. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. 2. CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA PERFORATED PIPE CONNECTION, COMPLIANCE WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR EACH LOT. J. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. 4. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, 1. TRENCHES (ROAD CROSSINGS) D. 1F THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. LANDSCAPING NOTE 1. TRACT 'B" WILL BE OWNED BY HOA AND POND LANDSCAPING OUTSIDE OF THE FENCED AREA SHALL BE MAINTAINED BY THE HOA. AN EASEMENT OVER AND ACROSS TRACT 'B" ALLOWING THE CITY ACCESS TO INSPECT AND MAINTAIN THE POND AND ALL STORMWA TER FACILITIES IN THE TRACT WILL BE RECORDED. 2. THERE SHALL BE A MINIMUM OF 3 -FOOT CLEAR RADIUS AT ALL FIRE HYDRANTS. PRI VA TEL Y MAIN TANNED STORM ELEMEN TS: 1. ALL STORM DRAIN STUB -OUTS TO BE PRIVATELY MAINTAINED. 2. ALL PRIVATE STORM CONNECTIONS TO BE PERFORATED STUB -OUTS. FLOW CONTROL BMP NOTES: SECTION 1.2.3.3 STATES THAT ANY IMPERVIOUS SURFACE SERVED BY AN INFIL TRA TION FACILITY IN ACCORDANCE WITH THE FLOW CONTROL FACILITY REQUIREMENT, THE FACILITY IMPLEMENTATION REQUIREMENTS, AND THE DESIGN CRITERIA FOR INFILTRATION FACILITIES IS EXEMPT FROM THE FLOW CONTROL BMPs REQUIREMENT. PRI VA TE DRA INA GE EA SEMEN T NO TE: PRIVATE DRAINAGE EASEMENTS TO BE GRANTED IN FRONT 10 -FEET OF LOTS ON WHICH STORM STUBS BENEFITING AN ADJACENT LOT CROSS. FINAL LOCATIONS TO BE SHOWN ON FINAL PLAT. W. A. NE 7/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W. M. ALPINE NURSER Y PRI VA TE STORM STUB SCHEDULE LOT IE AS 2X4 FG DEPTH TO IE AB 1 -4644F -9t 372.13 X99- -TF-44- 0.87 2"-., ,;-=rt 573.28 X99- -4rogr 0.72 3 -4 373.24 X99- 0.76 4 -_z 372.16 X99- -4-99- 1.84 5 -_z6q-&9- 570.96 ?99- -4--a9- 1.04 6 z 369.80 X9-99- 9-r 0.20 7 _666.99- 368.60 X8. �r99- 1.40 8_ter 365.27 �;Z. - 1.73 9 366.99- 369.85 _47-19.69-B- 0.65 10 .r 371.30 X99- �r 1.70 11 3�9� 374.21 _S eB- -6r9,9- 3.79 12 378.55 _484-419- -k-pp - 1.45 13:"� 377.52 9q- 0.98 14:- 377.62 �9- _449- 0.88 15 3,4 9- - 378.20 --j-6-9- 1.30 16 �9- 379.19 _484499- _41616p_ 1.31 17 3,4 9- - 379.03 _45849- - 0.97 18 3, 99- 574.86 ?99- - 2.14 19 �9- 373.65 __Jq4_,Y9-&e- 1.35 20 373.25 5.- 0.75 21 -464,84- 372.65 _89- 0.35 22 _J,7,� 373.79699- X86_ 1.21 23 -4q4--&9- 374.57 __Jq4_,Y9 - 5 0.43 24 375.1.3 X99- -4-99- 1.87 25 3E4--8� 372.33 X99- X199- 0.67 26 -46 59. 371.04 9- X99- 0.46 27 -466-6,9- 369.15 �9- X99- 1.35 *NOTE. • ALL STORM STUB 1E CALL OUTS ARE AT CLEAT - OF RESPECTIVE LOT WITH MINIMUM 2.007. PIPE SLOPE, • IE'S MAYBE FIELD ADJUSTED TO ACCOMMODATE DEVELOPMENT. NO TES: 1. ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS #XXX ON FILE WITH CITY OF RENTON. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. 2. CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA PERFORATED PIPE CONNECTION, COMPLIANCE WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR EACH LOT. J. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. 4. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, 1. TRENCHES (ROAD CROSSINGS) D. 1F THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. LANDSCAPING NOTE 1. TRACT 'B" WILL BE OWNED BY HOA AND POND LANDSCAPING OUTSIDE OF THE FENCED AREA SHALL BE MAINTAINED BY THE HOA. AN EASEMENT OVER AND ACROSS TRACT 'B" ALLOWING THE CITY ACCESS TO INSPECT AND MAINTAIN THE POND AND ALL STORMWA TER FACILITIES IN THE TRACT WILL BE RECORDED. 2. THERE SHALL BE A MINIMUM OF 3 -FOOT CLEAR RADIUS AT ALL FIRE HYDRANTS. PRI VA TEL Y MAIN TANNED STORM ELEMEN TS: 1. ALL STORM DRAIN STUB -OUTS TO BE PRIVATELY MAINTAINED. 2. ALL PRIVATE STORM CONNECTIONS TO BE PERFORATED STUB -OUTS. FLOW CONTROL BMP NOTES: SECTION 1.2.3.3 STATES THAT ANY IMPERVIOUS SURFACE SERVED BY AN INFIL TRA TION FACILITY IN ACCORDANCE WITH THE FLOW CONTROL FACILITY REQUIREMENT, THE FACILITY IMPLEMENTATION REQUIREMENTS, AND THE DESIGN CRITERIA FOR INFILTRATION FACILITIES IS EXEMPT FROM THE FLOW CONTROL BMPs REQUIREMENT. PRI VA TE DRA INA GE EA SEMEN T NO TE: PRIVATE DRAINAGE EASEMENTS TO BE GRANTED IN FRONT 10 -FEET OF LOTS ON WHICH STORM STUBS BENEFITING AN ADJACENT LOT CROSS. FINAL LOCATIONS TO BE SHOWN ON FINAL PLAT. W. A. NE 7/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W. M. ALPINE NURSER Y PRI VA TE CB SCHEDULE LOT# AS RIM AS IE AB 1 CB H X99- 372.40 _464--6.9- 369.31 4 CB F X99- 573.01 -464 9� 36&91 7 CB D -4.6=r 369.20 -464m9� 365.05 9 CB A �9- 370.18 x-99- 366.01 13 CB B �9- 378.17 373.02 19 CB G_ 373.63 370.08 21 CB / -44z- 9. 373.02 -44�9-� 369.85 24 CB E- 4,7 374.14 x-99- 370.08 27 C9C-9-� 368.90 -966,� 365.70 D.R. STRONG CONSUL TING ENGINEERS 1A1, D ENGINEERS PLANNERS SURVEYORS ��%,�t 6207TH AVENUE, KIRKLAND, WA 98033 (� 0425.8273063 F425.8272423 SURFACE WATER STANDARD PLAN NOTES: 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. J. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. GRADING ACTI VI TIES (SITE AL TERA TION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7P. M. MONDAY THROUGH SA TURDA Y AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF REN TON. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK. EASEMENTS REQUIRE REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWA TER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C, WITH THE EXCEPTION OF PVC PIPE. 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3: 1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 709 PASSING,• 2 - 4 INCH ROCK / 30 - 409' PASSING; AND LESS THAN 2 INCH ROCK / 10 - 209 PASSING. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING.- a. OLLOWING.a. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. b.OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED 'STORM" OR 'DRAIN". THE TUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. c. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. d. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. e. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). f. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. g. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDINGS FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION CHECK VA VE. 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR, AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). 1 CITY COMMENTS, REVIEW 1 MAJ 03.03.16 MAJ 2 CITY COMMENTS, REVIEW 2 MAJ 05.23.16 MAJ 3 MYLARS MAJ 07.28.16 MAJ 4 AS -BUILT EAS 09.12.17 MAJ NO. REVISION BY DATE APPR SURVEYED: DESIGNED; YLP DRAWN: CHECKED; Mm APPROVED: Mm 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. AS -BUILT RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: ALPINE NURSERY 09.28.15 STORM STUB TABLE AND NOTES PAGE: DRAWING N0: C16 U15007366 SHEET: 16 OF; 42 DRS PROJECT NO. 14069 IAI-ININININIAIA w Q z L_ U w 0 H H Q J 10+00 LLJ 1� Z — OP- -_S DOWN(S) 0 I �� I BOLLARDS ? �PlI I II EX CB ------ II II RIM 372.42 (MATCH FG) I II EX. 12" IE 368.92 (N) IN I EX. 18" IE 368.52 (E) IN CV 10- lC ZGfl A7 /IA/) ni SEE SHEET C18 (n �Q vj� NE 1/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W. M. A L PINE NURSER Y - I y CB 20, TYPE IL m CUT IN CATCH BAST STA. 14+97.75, 7' R (SIR.) (n _w W W W W W W a 37.97' R (SIR.) m A JUST RIM AND RI ERS W �✓ BLM ?'-(MATCH FG) AS ECESSARY TO ATCH 376.08 (SE NEW 12" DI �iT✓v-�sT IN ,, , FX 1R" CPP ?371.313 /F) IN 1AR) I- 16+00 � I I SEE SHEET C24 N R N N N of 103.03.16 O O MAJ 05.23.16 3 MYLARS MAJ 07.28.16 4 AMY BUILT EAS 09.12.17 N 0. REVISION B Y DATE In N N N N e0 eo 10+00 f0+40 I� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,l1AT,ND,0R,WA) 10+80 A. 11+20 11+60 VERTICAL DATUM: NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK. 12+00 12+40 1. CITY OF RENTON CONTROL POINT NO. 2127.• FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852. FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. 12+80 13+20 13+60 UTILITY CROSSING NOTE.• OUTILITY CROSSING, REFER TO C42 FOR DETAILS CATCH BASIN NOTE.• IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER STRUCTURE AND ADEQUATE KNOCKOUT. �`vo D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS R� 5A'TEK C5 D SION6207TH AVENUE, KIRKLAND, WA 98033 (� O 425.827.3063 F 425.827.2423 1 1 CITY COMMENTS, REVIEW 1 MAJ 103.03.16 2 CITY COMMENTS, REVIEW 2 MAJ 05.23.16 3 MYLARS MAJ 07.28.16 4 AMY BUILT EAS 09.12.17 N 0. REVISION B Y DATE MAJ SURVEYED����+i Sis MAJ DESIGNED: YLP MAJ MAJ DRAWN: CHECKED: MAJ A P P R APPROVED: MAJ SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 14+00 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 14+40 14+80 NORTH GRAPHIC SCALE C T OF RENTON Planning/Building/Public Works Dept. 15+20 GRAPHIC SCALE 0 10 20 40 mommmi1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT. VERTICAL AS -BUILT 15+60 16+00 RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: 11 BY. Date: ALPINE NURSERY ROAD AND STORM DRAINAGE PLAN & PROFILE - SE 144TH ST U15007366 DATE: 09.28.15 FIELDBOOK: PAGE: DRS PROJECT N0. 14069 1AHNININ C17 17 DE: 42 NAA 00 Ir0 0 0 0 SEE SHEET C17 u1 01 � m I I � SII o j L,, III -- - - -- - - - - ---SII w ! II o ry I II Z r�----_;I0 00 II J I - ♦ 17 1 119 In Q I o r� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) r� N U7 I Z NE 7/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W. M. ALPINE NURSER Y SEE SHEET C21 c i v � r.. -•1-------------i j s,��6ec�1,4T2' R (STR.) a' III 7' L (STR.) PIPES \ L - h9" tC `no cn K1 30' ACCESS LL EASEMENT TRA v ° a ° v 3)" LCPE (P109) (A B) �(2) 21+00 - L.P. ELEV = 370.68 L.P. STA = 21+04.69 PW STA = 20+85.94 PW ELEV = 370.39 A.D. = 4.00 K = 18.75 75.00' VC 160TH A VE SE 31 -DIRECTIONAL VANED GRATE WITH THROUGH CURB INLET STA. 21+04.69, 12.54' L (SIR.) RIM15- X370.46 -72" 1E _-ter (S) OUT 367.44 CB 9, TYPE 2-48" W/ ROUND SOLID LOCKING LID STA. 21+91.43, 12.17' L (STR.) STA. 40+12.17, 9.17' R (SIR.) RIM 3F -e-3-370.28 12" 1E4 (E) IN 365.86 12" 1E364-6�(N) IN 365.86 18" 1E ?66-,; S OUT . ° (AS) 149 LF 18 DI (P9) 0 22 00 - H. P. ELEV = 371.02 H. P. STA = 21+58.52 PW STA =21+81.75 PW ELEV = 371.35 A.D. _ -4.41 K = 19.27 85.00' VC II 0 32 00 - - U/, CB 8 TYPE 7L 31 -DIRECTIONAL VANED GRATE WITH THROUGH CURB INLET STA. 23+40.85, 12.54' L (STR.) RIM -X367.27 18" IES+ (N) IN 364.64 18" 1E z& 0, (S) OUT 364.64 2 3 4 °v 172 LF 18" DI (P8) - Tb�+00 - 60 L.P. ELEV = 36ZJ8 L.P. STA = 23+40.85 PVl STA = 23+18.10 PV/ ELEV = 366.70 A.D. = 5.00 K = 25.00 125.00' VC 20+00 20+40 20+80 21+20 21+60 22+00 22+40 22+80 23+20 23+60 24+00 24+40 VERTICAL DATUM: UTILITY CROSSING NOTE: OUTILITY CROSSING, REFER TO C42 FOR DETAILS CATCH BASIN NOTE.• IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER STRUCTURE AND ADEQUATE KNOCKOUT. MAJ 03.03.16 NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. SURVEYED; Sis MAJ 05.23.16 HORIZON TA DA TUM: DESIGNED; YLP MAJ 07.28.16 NAD 1983/91 PER CITY OF RENTON MONUMENTS. EAS 09.12.17 MAJ BENCHMARK 1. CITY OF RENTON CONTROL POINT NO. 2127.• FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 DATE APPR IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852. FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE A. J CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 D.R. STRONG CONSUL TING ENGINEERS YLARS 4 M 1STER sION Cs D5232 ENGINEERS PLANNERS SURVEYORS Ia7s 6207TH AVENUE, KIRKLAND, WA 98033 N0. REVISION 0425.8273063 F425.8272423 OUTILITY CROSSING, REFER TO C42 FOR DETAILS CATCH BASIN NOTE.• IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER STRUCTURE AND ADEQUATE KNOCKOUT. MAJ 03.03.16 MAJ SURVEYED; Sis MAJ 05.23.16 MAJ DESIGNED; YLP MAJ 07.28.16 MAJ EAS 09.12.17 MAJ DRAWN: YLP CHECKED; BY DATE APPR APPROVED: MAJ 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. AS -BUILT V H LU LU 2 cn LU LU cn O [V Q H LA LLI z p--1 J El I♦F V W LU2 V1 LU LA NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT. VERTICAL RECOMMENDED FOR APPOVAL BY: Date-.- BY: ate:BY: Date-.- BY: ate:BY: Date: BY: Date: ALPINE NURSERY 09.28.15 FIELDBOOK: PAGE: ROAD AND STORM DRAINAGE PLAN & PROFILE -160TH AVE SE DRAWING N0: C18 U15007366 s"E�: 18 GE 42 IRS PROJECT"'•' GICWWWWGILAI w Q z U w O IL 00 0 0 0 0 1 Q ry �Ld V / ry Z I� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) W. 374 \ 372 \ 70-00 370-- 00 ,1 > JJ o a l� 1 V 11 172 LF 18" DI (P8) F_ LU LJJ _ 2 Ln LJJ LAJ Ln A. CB 7, TYPE 2-48" / STA. 25+12.96, 71.47' L (SIR.) RIM X369.48 NE 7/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W. M. ALPINE NURSER Y SEE SHEET C20 WITH THROUGH CURB INLET CB 204, TYPE 1 STA. 25+39.20, 38.00' L (SIR.) STA. 25+82.96, 12.17' L �s�oo.iv 18 /E3 �f0 /N 36381 ----------------------STA: 60+38.00; -8.-7&'-L (STR)--_----RIM -369.25 0 12" 1E3�(5) 1N 364.50 18" IE 363.67 (SE) OUT 363.81 RIM X369.48 12" 1E 364 -3r1 -(S)- IN 364.26 12" /E -z5 6�r(N) OUT 364.50 18" lE (NW) IN 363.81 12" lE 3(NE) OU T364.26. 18" 1E4(ET OUT 365W 00 V F- UU LLI 2 Ln uJ LJJ v1 O Q0 (V Q F- (/1 LU z J V Q ►\ 1 H. P. ELEV = 369.88 H. P. STA = 25+37.99 PW STA = 25+32.01 PV/ ELEV = 370.02 A.D. _ -2.42 K = 20.70 50.00' VC O N to I� — 28+¢0 i CB 404, TYPE 1 %� ------- — STA. 27+53.83, 12.17' L — I — 29-00 RIM73 _ 12" 1E 46-4.4-a0- (N) OUT 364.84 24+80 25+20 25+60 26+00 26+40 VER TI CAL DATUM: NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK 1. CITY OF RENTON CONTROL POINT NO. 2127.• FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852. FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 47H STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. D.R. STRONG � CONSUL TING ENGINEERS 832 IDRS ENGINEERS PLANNERS SURVEYORS AL ��%, 620 7TH AVENUE, KIRKLAND, WA 98033 (� 0425.8273063 F425.827.2423 UTILITY CROSSING NOTE.• OUTILITY CROSSING, REFER TO C42 FOR DETAILS CATCH BASIN NOTE: IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER STRUCTURE AND ADEQUATE KNOCKOUT. 1 II MAJ 03.03.16 MAJ 2 CITY COMMENTS, REVIEW 2 Q tdO Uj 3 �- � o�oi O O N to I� — 28+¢0 i CB 404, TYPE 1 %� ------- — STA. 27+53.83, 12.17' L — I — 29-00 RIM73 _ 12" 1E 46-4.4-a0- (N) OUT 364.84 24+80 25+20 25+60 26+00 26+40 VER TI CAL DATUM: NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK 1. CITY OF RENTON CONTROL POINT NO. 2127.• FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852. FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 47H STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. D.R. STRONG � CONSUL TING ENGINEERS 832 IDRS ENGINEERS PLANNERS SURVEYORS AL ��%, 620 7TH AVENUE, KIRKLAND, WA 98033 (� 0425.8273063 F425.827.2423 UTILITY CROSSING NOTE.• OUTILITY CROSSING, REFER TO C42 FOR DETAILS CATCH BASIN NOTE: IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER STRUCTURE AND ADEQUATE KNOCKOUT. 1 CITY COMMENTS, REVIEW 1 MAJ 03.03.16 MAJ 2 CITY COMMENTS, REVIEW 2 MAJ 05.23.16 MAJ 3 MYLARS MAJ 07.28.16 MAJ 4 AS -BUILT EAS 09.12.17 MAJ NO. REVISION BY I DATE I APPR SURVEYED: SCALE:Sis A A' ^S NOTED DESIGNED: YLP DRAWN: YLP ONE IN CHECKED: MAI AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY APPROVED: MAJ VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM C T OF RENTON Planning/Building/Public Works Dept. AS -BUILT GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT. VERTICAL RECOMMENDED FOR APPOVAL BY: Date-.— BY: ate:BY: Date-.— BY: ate:BY: Date: BY: Date: ALPINE NURSERY PAGE: ROAD AND STORM DRAINAGE PLAN & PROFILE - 160TH AVE SE U15007366 09.28.15 DRS PROJECT N0. 14069 1AHNININIf� C19 19 OF; 42 NAA H H H Ln Q �� gni SEE SHEET C19 CB 7, TYPE 2-48" STA. 25+12.96, 11.41' L :(STR.) RIM ?-8-369.48 18" IE -464- 64-L (N) IN 363.81 18" (SE) OUT y3"81 CB 6 TYPE 2-48" BI-DIRECTIONAL VANED:GRATE WITH THROUGH CURB INLET STA. 25+39.20, 38.00':L (SIR.) STA. 60+38.00, 8.76'L (STR.) RIM X389.48 18" 1E 464-TT(NW) IN 3M81 18" 1E 36 k9 -(E) OUT 363.81 ` CB 204, TYPE I STA. 25+82.96, 1'x.17' L • RIM ?-369.2,' 12" 1E --4& (S) IN 364.26 12" /E 36 3 (N�_) OU T364. - . SEE SH Et C19 VERTICAL DATUM. NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK.• 1. CITY OF RENTON CONTROL POINT NO. 2127.• FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852: FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 47H STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. UTILITY CROSSING NOTE.• OUTILITY CROSSING, REFER TO C42 FOR DETAILS CA TCH BASIN NO TE.• IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER STRUCTURE AND ADEQUATE KNOCKOUT. I� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) ly A. NE 7/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W. M. ALPINE NURSER Y CB 5, TYPE 2-48" �`\ `\ '� a CB 1.05, TYPE I STA. 33+51.48, 21.04' R (SIR.\ I $f -DIRECTIONAL VANED GRATE-)\ I� STA. 61+35.63, 12.80' L (SIR.) /'I� WITH THROUGH CURB INLET,, RIM 37217 %� y • d STA. 61+69.96, 24.58' L/ ` 6" 1E (NW) IN 363.97 `` �� _ r - STA. 33+42.26, 14.06'1- 12" 1E-_46 �.(E) IN 363.47Q d RIM x-37255 / 18" 1E 464-99-(W) IN 353.12 •d a ]� 6" IE4&,7- P9 NE) IN 3M28 18" 1E 363.96-(S) OUT363.12 `� ° -i 12" 1E 36�?�F6 (SFi% INW40 4d 12" E 46-;Z 8 1N) OLI,7367.50 13 _ -Cil 206, TYPE 1 STA. 61+93.19, 9.17' L5 d ,- ® 1 I P10 _ _RIM - . 37:175 24 ; I ,d 2 ° ° < d . `--- ` PE � - - 12"°1E-360.64 (NW) OUT 369.65 i d ' d° ' < d L • V 1 • d ° ° • d ° 1 d ig 96 LF 44 A `------- 98 18 LCPE (P6) _ - J 4� 12" LCPE P104 102 LF 1 % • d < • o °d • • d• � � \ / 5 / STA. 610+38.00, 9.95' R (SIR.) STA 2�+57.97, 38.00 L (SIR.) CB 4 TYPE 2-4 ' RIM1-369.65 STA. 33+77.30, 17.87' R (S .) 12" 1E 3�r4.+Cr(SW) IN364.10 STA. 61+40.70, 12.72' R/(/ 18" /E 36-f-4Cr(E) OUT 364.10 RIM x-372.24 12" 1E (W) IN383.31 3�L LF 12" LCPE P204 18" 1E (N), IN 363.06 j A 36 LF�. 18" lE � (.E) OUT363.06', L.P. ELEV = 369.50 I P .4Td = An4- 91 AA 38 � cr1 < A .1, O 0 d SEE SHEET C23 63+00 I , Al 'eAr ., C 103, TYPE 1 ° 9.62 R (� RI X373.85 12' /E-4f9frr (SW) OUT 369.66 I ' CB 3, TYPE 2-48" 11 DROP CATCH BASIN TSTA. 33+85.86, 18.36/1�L (SIR.) TA. 61+77.46, 18.58' R (SIR.) RIM I J2" IE 36'? 89-(N) 1N366.64 /' 18" 1E 46m17 T(W) IN 36290 24" /E -46z?. (S) OUT36190 PW STA =62+13.13 PW ELEV = 374.49 A.D. _ -1.68 K = 44.63 75.00' VC PV/ STA = 63+02 PV/ ELEV = 375.37 A.D. = 2.45 K = 30.63 75.00' VC SEE SHEET C25 QTA(31+ 0 0 64+ 4. _ --TAC 64+00 4- A 1 - e d • 9 1 12 d I ' d PV/ STA = 63+62.15 PW ELEV = 377.45 A.D. _ -1.45 K = 13.81 20.00' VC rn + 0 0 SEE SHEET C26 a �Q W� LO Id W 380 370 -I 360 350 I I I MAJ! JlA MAJ SURVEYED: Sis SEE SHEET C25 QTA(31+ 0 0 64+ 4. _ --TAC 64+00 4- A 1 - e d • 9 1 12 d I ' d PV/ STA = 63+62.15 PW ELEV = 377.45 A.D. _ -1.45 K = 13.81 20.00' VC rn + 0 0 SEE SHEET C26 a �Q W� LO Id W 380 370 -I 360 350 I I I 60+00 60+40 60+80 D.R. STRONG CONSUL TING ENGINEERS D32 ENGINEERS PLANNERS SURVEYORS AL �%, 620 7TH AVENUE, KIRKLAND, WA 98033 (� O 425.827.3063 F 425.827.2423 61+20 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 3 MYLARS 4 AS -BUILT N0. REVISION 61+60 62+00 62+40 MAJ! 03.03.16 MAJ SURVEYED: Sis MAJ N � O MAJ 07.28.16 MAJ EAS 09.12.17 MAS DRAWN: YLP � CHECKED: Mm BY DATE APPR APPROVEDD ki 60+00 60+40 60+80 D.R. STRONG CONSUL TING ENGINEERS D32 ENGINEERS PLANNERS SURVEYORS AL �%, 620 7TH AVENUE, KIRKLAND, WA 98033 (� O 425.827.3063 F 425.827.2423 61+20 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 3 MYLARS 4 AS -BUILT N0. REVISION 61+60 62+00 62+40 MAJ! 03.03.16 MAJ SURVEYED: Sis MAJ 05.23.16 MAJ DESIGNED: YLP MAJ 07.28.16 MAJ EAS 09.12.17 MAS DRAWN: YLP CHECKED: Mm BY DATE APPR APPROVEDD SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 62+80 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 63+20 63+60 C T OF RENTON Planning/Building/Public Works Dept. 64+00 NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL AS -BUILT RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: ALPINE NURSERY ROAD AND STORM DRAINAGE PLAN & PROFILE - SE 145TH PL U15007366 DATE: 09.28.15 FIELDBOOK: PAGE: DRS PROJECT N0. 14069 IAI-INININIf� C20 OF; 20 42 NAA 00 Ir0 0 0 0 I L r Q w z ry z W U ry gni SEE SHEET C18 I I i� �I0 ZI rn rn 4 CB 11, TYPE 1 STA. 41+19.00, .17' R 372.09 /M�- 368.59 (SI /N 368.47 " lE () IN 368.4 �" lE OUT NE 7/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W. M. ALPINE NURSER Y 1 , CB 11A TYPE 2-48" W/ROUND SOLID LOCKING LID 41+66.75, 9.37' R (SIR.) RIM q!P�. 37253 12" 1E X39- (SE) IN 368.78 2" 1E -:56 - (E) IN 368.78 " /E 468 99- (W) OUT 36& 78 00 1 LF " LCPE (P10) LF 12" LCPE (P11) / CB (AB) 20.9LF Ola 44R STA. 40 38.00, 9.17' R RIM X370.30 12" /E�6�? 69 (E) IN 367.00 12" IE -_46- ,9-(W) OUT36ZOO CB 9, TYPE 2-48" ' ° W/ ROUND SOLID L IN, LID STA. 21+91.43, 12.1 (S TT.) (AB) CB H� STA. 40+12.17, 9.17 (STR.) RIM 372.40 RIM --4- 370.28 6" lE 369.31 (N) 12" 1E366$ (E) IN 86 6" IE 369.55 (S) 12" lE 36rrSf1-(N) IN 86 6" lE 369.40 (N) 18" lE 3�r5-3�4-{S) OUT 46 SEE SHEET C18 H. P. ELEV = 372.93 H. P. STA = 41+52.21 Ae CBG RIM 373.63 6"S /E 370.08 CB 13, TYPE 1 \ 6"E.N /E 3708 BI -DIRE INAL VANED GR ,TE 6"W /E 370.28 WITH THR GH CURB INLET STA. 42+09. 7, 9.54' R 20 RIM �-1T3 27 T 19 6" lE 369.62 ( IN -r -�2 /E OUT 369.04 O - - AB�-- ---- ---- --- °a < - 8.3 LF 3.6 ROAD 'B" 42+00 (Ae) , 43 LF 12" LCPE (P13) CB 12, TYPE 1 Bl -DIRECTIONAL VANED GRATE / WITH THROUC�)I CURB INLET \ STA. 41+70.89, 19.39' R (SIR.) \ RIM X4.37223 \ 6" lE 364.46- (SE) IN 369.28 12" 1E -46r . (NW) OUT 36 99 (A8) C8 / RIM 373.63 6" lE 370.08 (S) 6" 1E 370.33 (&N) 6" lE 370.28 (W) 21 L.P. ELEV = 372.41 L.P. STA = 42+09.37 43+00 L 6" STORM STUB TYP.%8' da,III[ PV/ STA = 43+82.77 PW ELEV = 379.86 A.D. _ -4.76 K = 15.77 75.00' VC 17 f+00 �°� aD I�aopp C�� �F �O M oN O �O ►� LO of InN nI O O r,O O n`� co o'� \o`� �h Inco to coO ^ �h U ro^ (0 I�oi �o u>� oco O �°i N o°� N �^ O co �^ \ 6 \ PV/ STA = 43+82.77 PW ELEV = 379.86 A.D. _ -4.76 K = 15.77 75.00' VC 17 f+00 �°� aD I�aopp C�� �F �O M oN O �O ►� LO of InN nI O O r,O O n`� co o'� \o`� �h Inco to coO ^ �h U ro^ (0 I�oi �o u>� oco O �°i N o°� N �^ O co �^ O 000 r\ 'N �N �N �N �N �N�„i " "�r7 �� �� ^O �� ro� �� CIO O Inr7 O �M O I� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 40+00 40+40 40+80 41+20 41+60 42+00 42+40 42+80 43+20 43+60 44+00 44+40 VER TI CAL DATUM: UTILITY CROSSING NOTE.• NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK 1. CITY OF RENTON CONTROL POINT NO. 2127.• FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852. FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. A. D.R. STRONG CONSUL TING ENGINEERS 1' ID ENGINEERS PLANNERS SURVEYORS 232 AL �%, �tl 620 7TH AVENUE, KIRKLAND, WA 98033 (� 0425.8273063 F425.827.2423 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 3 MYLARS 4 AS -BUILT NO. REVISION OUTILITY CROSSING, REFER TO C42 FOR DETAILS CATCH BASIN NOTE: IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER STRUCTURE AND ADEQUATE KNOCKOUT. hW 03.03.16 MAJ SURVEYED: Sis hW 05.23.16 MAJ DESIGNED: YLP M AJ 07.28.16 MAJ EAS 09.12.17 MAJ DRAWN: YLP CHECKED; MAJ BY DATE APPR D: APPROVED: MAJ SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM C T OF RENTON Planning/Building/Public Works Dept. AS -BUILT NORTH GRAPHIC SCALE 0 10 20 40 mmmi1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT. VERTICAL RECOMMENDED FOR APPOVAL BY: Date-.- BY: ate:BY: Date-.- BY: ate:BY: Date: BY: Date: ALPINE NURSERY ROAD AND STORM DRAINAGE PLAN & PROFILE - ROAD t11311 U15007366 DATE: 09.28.15 FIELDBOOK: PAGE: DRS PROJECT N0. 14069 IAHNINININ C21 OF: 21 42 AA 00 0 0 0 0 1 Q J w Q z ry L_ W U w ry IL �� ��� CB 11A, TYPE 2-4$" W/ ROUND SOLID L CKING LID T- STA. 30+09.37, 7175' L (S 7R.) a a RIM 372.53 (Ag) I 12" 1E3&�96 (SE) IN368.78 12" (E) 368.78 � 12" 1E—_; (W) UT368.78 I� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) W. O B/DIRE VANED GRATE WI TH THROUGH CURB INLET STA. 30+19.39, 17.89' L (SIR.) RIM=» -:37223 6" IE -464 -44 --(SE) IN 369.28 12" IE46• (NW) OUT 36a99 (AS) CS / 2, I 373.63 T — g L 370.08 �Ej, _ ------ � 6" lE 370.33 N7 6" lE 370.28 (W) ' ° a ° v ° ° 12" LCPE (PI2 NE 7/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W. M. ALPINE NURSER Y 22 -------------- 23 24 l • v ° °° a s ° v Ua • 31+0o ROAD " " °b p ° Ll� v°°°° ° ° C m ---------------- rl 1 1 /SII I I 1 1 Al SEE SHEET C21 L.P. ELEV = 372.61 L.P. STA = 30+22.31 PW STA = 30+20 PW ELEV = 372.53 A. D. = 3.25 RAI 32+00 --i — ■ . ii► iii H. P. ELEV = 374.56 H. P. STA = 32+06.61 PW STA = 32+20 PW ELEV = 375.03 A.D. _ —3.18 K = 39.29 125.00' VC 30+00 30+40 30+80 31+20 31+60 32+00 32+40 32+80 A. D.R. STRONG � CONSUL TING ENGINEERS D ENGINEERS PLANNERS SURVEYORS 232 AL �ti 620 7TH AVENUE, KIRKLAND, WA 98033 (� 0425.8273063 F425.827.2423 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 3 MYLARS 4 AS—BUILT NO. REVISION MAJ 03.03.16 ° SURVEYED: Sis MAJ s MAJ DESIGNED: YLP MAJ 07.28.16 MAI EAS 09.12.17 MAJ DRAWN:YLP CHECKED; MAJ BY DATE ° a ° v ° 34 r--------------- 1 H. P. ELEV = 374.56 H. P. STA = 32+06.61 PW STA = 32+20 PW ELEV = 375.03 A.D. _ —3.18 K = 39.29 125.00' VC 30+00 30+40 30+80 31+20 31+60 32+00 32+40 32+80 A. D.R. STRONG � CONSUL TING ENGINEERS D ENGINEERS PLANNERS SURVEYORS 232 AL �ti 620 7TH AVENUE, KIRKLAND, WA 98033 (� 0425.8273063 F425.827.2423 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 3 MYLARS 4 AS—BUILT NO. REVISION MAJ 03.03.16 MAJ SURVEYED: Sis MAJ 05.23.16 MAJ DESIGNED: YLP MAJ 07.28.16 MAI EAS 09.12.17 MAJ DRAWN:YLP CHECKED; MAJ BY DATE APPR APPROVED: MAJ SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY M (V U H LU W Ln w W L/1 O O M M Q H L/1 W Z J U H Q ►i VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM VER TI CAL DATUM: NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK. 1. CITY OF RENTON CONTROL POINT NO. 2127: FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF REN TON CONTROL POINT NO. 1852: FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 47H STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. UTILITY CROSSING NOTE: OUTILITY CROSSING, REFER TO C42 FOR DETAILS CATCH BASIN NOTE: IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER STRUCTURE AND ADEQUATE KNOCKOUT. C T OF RENTON Planning/Building/Public Works Dept. AS -BUILT NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT. VERTICAL RECOMMENDED FOR APPOVAL BY: Date-.— BY: ate:BY: Date-.— BY: ate:BY: Date: BY: Date: ALPINE NURSERY PAGE ROAD AND STORM DRAINAGE PLAN & PROFILE - ROAD "A" DRAW 09.28.15 C22 U15007366 SHED: IF: 22 42 DRS PROJECT NO. 14069 IAI-INININNIAFA H 90 H Ln Q w z Iry z I--I--I U m Iry I gni SEE SHEET C20 FOR DETAILS CB 105, TYPE I STA. 61+69.96, 24.58' L STA. 33+42.26, 14.06' L RIM937255 _ 6" 1E64F, IN36828 (E) 12" /E (SE) 1N367.50 12" (W) OUT367.50 T -- ------- 24 (AB) CS " 6 . lE° 30.08(W) (y ° ° =370.36 -M - (V 6" l£ 370.29 (E) V VER T1 CAL DA TUM: NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK.• 1. CITY OF RENTON CONTROL POINT NO. 2127.• FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852: FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. UTILITY CROSSING NOTE.• OUTILITY CROSSING, REFER TO C42 FOR DETAILS CATCH BASIN NOTE.• IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER STRUCTURE AND ADEQUATE KNOCKOUT. I� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) ly 4RIM 373.01 6- IE 368.91 (SE) ° - - 8 • TE 3679- N, WT - - CB 5 TYPE 2-48" JL ° STA. 33+51.48, 21.04' R (SIR.) ° . v STA. 61+35.63, 12.80' L (SIR,) a RIMX1-37217 ° 6" 1E 361 -96 -(NW) IN 363.97 SEE SHEET C 2 0 12" 1E (E) IN 363.47 18" 1E 46+99-(W) IN 363.12 L.P. ELEV = 372.70 18" IE -_ sr 6. (S) OUT363.12 L.P. STA = 33+45.67 NE 7/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W. M. ALPINE NURSER Y CB 103 SEE SHEET C20 FOR DETAILS CB 3, TYPE 2-48" 25 DROP CATCH BASIN STA. 33+85.86, 18.36' L (SIR.) S 61+7 _ -_ 12" 1E 9- (NE) IN 366.64 18" /E44!A� (W) IN 36290 24" IE -4&_Q. (S) OUT 36290 CB 2, TYPE 2-48" STA. 35+89.01, 11.71' L (STR.) RIM X6-368.37 6" IE -_4 (E) IN 363.42 �+ 12" /E-464 (W) IN 362.82 2V 24" IE-4Gi.-_Q3 (N) IN 362.02 T _ 24" 1EZ569-.9 (SE) OUT 362.02 -------------- T -� ----- ° v 16---rE 24" LCPE (P3) 205 LF 34+00 R�0A= I�_ - I- PW STA = 33+45.84 PV/ STA = 33+85 90 PV/ ELEV = 372.60 PV/ ELEV = 372.60 A.D. = 3.93 A.D. = 1.00 K = 5.09 K = 20.00 20.00' VC 07.28.16 20.00' VC ° 09. 12.17 MAJ DRAWN: YLP (V (V V LU LU Ln w W 0 0 M M Q H Ln W z J V Q A. ATAB CB E l 368.90 6" 1E 365.70 (W) 6" lE 365 90 (N) SEE SHEET C29 6" IE 36588 (E) 27 SEE SHEET C27 (�0)LF 18" DI (P14 i ----- 1 ° 16)CB 14, TYP 1 L v ° ° ° ° ° < ° °° ° • ° ° $ < ° �T STA. 37+10.63, 50.28 L• C ?TYPE-' - RIM 3+54-5,364.52 m ' _EU_ERVEI�I Y OVEf�FL01V 81 D � 1 0, 18" IE£� (E) IN 36 02 �i \` 46 y36280 e y>` --- 35+00 o 18" IE-46:�6 ee (N) OUT 2.00 j,2" 1E,"444 P;'; ($W) OUT J7 --- ��µv�SEE 7ETAIL SH 29 CB 1, TYPE ---- \ _ " STA. 36+,,4'0.77, 45.64' L (37) 36+0 �•' . I RIM _4&#.,6-8-J66.77> 0.5 12" 1, '74&1-' (SW) 1N361.66 ` 18" pt-3E;-� (S) IN 361.66 / PW STA = 35+00.48 PW ELEV = 371.45 A.D. _ -2.40 K = 52.18 125.00' VC 24,;-1E--38Y.�'" ,(NW) IN 361.66 -f,4'+ 1E .OUT361.66 .'----- I, I CB 101 TYPE 31 -DIRECTIONAL NED GRATE I - W/TH THROUGH CU B INLET 15' STORM \.-- STA. 36+90.07, .0. 3' L RIM s ° I _BASEMENT - -- - 36502 zcn n_e( ) 362 =r, •-"- �i.i '�/✓yV r` 6" lE �--r-r W I CB 22. -Ir 0,4 AGE" 12" lE- !Y. 0 0 (NE) U 2.45/ (L1N€4 STH RIP -'RAP), / I WI,TP 20 -FOOT DISK (e'SAL;,ZREN ---- 7�2" 1E �) IN SEE-DE-T-Att " C29 ; 33+20 33+60 34+00 D.R. STRONG CONSUL TING ENGINEERS D32 ENGINEERS PLANNERS SURVEYORS AL �%, �tl 620 7TH AVENUE, KIRKLAND, WA 98033 (� O 425.827.3063 F 425.827.2423 34+40 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 3 MYLARS 4 AS -BUILT N0. REVISION 34+80 35+20 MAJ 03.03.16 ° SURVEYED: Sis MAJ 05.23.16 MAJ DESIGNED: YLP MAJ 07.28.16 MAJ ° 09. 12.17 MAJ DRAWN: YLP CHECKED: Mm BY DATE APPR APPROVED: AB 24 LF 12' CPE (P102) 5 --------------- ----- ° CB 4, TYPE 2-48" --- - ST STR. 6' 7 1 S .72 R (S 7R.) CB 102, TYPE I (AB) CB D STA. 35+88.89, 12. 7' R RIM' 369.20 12" 1E 9- (W) IN363 31 RIM 46�- 368LM 6" IE 365.15 (W) 18" /E-z5� (N) IN 363.06 6" lE }- (W) IN 3.37 6" lE 365.10 (N) 18" IE-�� (E) OUT363 06 12" 1E-4&zF-4 - (E) OUT 315 6" IE 365.05 (E) PW STA = 35+00.48 PW ELEV = 371.45 A.D. _ -2.40 K = 52.18 125.00' VC 24,;-1E--38Y.�'" ,(NW) IN 361.66 -f,4'+ 1E .OUT361.66 .'----- I, I CB 101 TYPE 31 -DIRECTIONAL NED GRATE I - W/TH THROUGH CU B INLET 15' STORM \.-- STA. 36+90.07, .0. 3' L RIM s ° I _BASEMENT - -- - 36502 zcn n_e( ) 362 =r, •-"- �i.i '�/✓yV r` 6" lE �--r-r W I CB 22. -Ir 0,4 AGE" 12" lE- !Y. 0 0 (NE) U 2.45/ (L1N€4 STH RIP -'RAP), / I WI,TP 20 -FOOT DISK (e'SAL;,ZREN ---- 7�2" 1E �) IN SEE-DE-T-Att " C29 ; 33+20 33+60 34+00 D.R. STRONG CONSUL TING ENGINEERS D32 ENGINEERS PLANNERS SURVEYORS AL �%, �tl 620 7TH AVENUE, KIRKLAND, WA 98033 (� O 425.827.3063 F 425.827.2423 34+40 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 3 MYLARS 4 AS -BUILT N0. REVISION 34+80 35+20 MAJ 03.03.16 MAJ SURVEYED: Sis MAJ 05.23.16 MAJ DESIGNED: YLP MAJ 07.28.16 MAJ EAS 09. 12.17 MAJ DRAWN: YLP CHECKED: Mm BY DATE APPR APPROVED: 35+60 SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 36+00 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM ;202 3620( 36+40 36+80 AS -B U C T OF RENTON Planning/Building/Public Works Dept. NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT. VERTICAL RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: ALPINE NURSERY ROAD AND STORM DRAINAGE PLAN & PROFILE - ROAD "A" U15007366 DATE: 09.28.15 FIELDBOOK: PAGE: DRS PROJECT N0. 14069 IAI-INININIf� C23 OF; 23 42 NAA w Q z U W O ry n ry W (n ry Z W Z J In Q VERT/CAL DA TUM: NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK.• 1. CITY OF RENTON CONTROL POINT NO. 2127.• FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852: FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. UTILITY CROSSING NOTE: OUTILITY CROSSING, REFER TO C42 FOR DETAILS CATCH BASIN NOTE: IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER STRUCTURE AND ADEQUATE KNOCKOUT. Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) W. A. N V \\ LU LU2 LLJ LLJ Ln Rt rqV H LLI LLI _ LA LU W LA O N N LA a F_ LLI z J V F_ a pi NE 7/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W. M. ALPINE NURSERY CB 17. TYPE 1 i to N V LU LU �_ V a v l LU LLI 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+60 D.R. STRONG � CONSUL TING ENGINEERS 832 IDRS ENGINEERS PLANNERS SURVEYORS TER Cs Al, ��%, 620 7TH AVENUE, KIRKLAND, WA 98033 (� 0425.8273063 F425.827.2423 Q0 N V H LLI LLJ 2 Ln LLJ LLI Ln O 00 LA Ln a Ln LLI z J V H a lFa AS -BUILT NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT. VERTICAL RECOMMENDED FOR APPOVAL BY: Date-.— BY: ate:BY: Date-.— BY: ate:BY: Date: BY: Date: 1 CITY COMMENTS, REVIEW 1 MAJ 03.03.16 MAJ SURVEYED: 'SCALE: Sis VERTICAL: NAVD 1988 UAlt:8.3/1 C T O T ALPINE NURSER Y 2 CITY COMMENTS, REVIEW 2 MAJ 05.23.16 MAJ AS NOTED HORIZONTAL: NAD 1983/1991 :� DESIGNED: � FIELDI 3 MYLARS MAJ 07.28.16 MAJ YLP R E � T 0 I� 4 AS—BUILT EAS 09.12.17 MAJ DRAWN: YLP ��� _IL I `) I I V ROAD AND STORM DRAINAGE PLAN & PROFILE -161ST AVE SE DRAW ONE INCH CHECKED AT FULL SCALE Planning/Building/Public Works Dept. NO. REVISION BY DATE APPR MAJ C NOT ONE INCH U15007366 APPROVED: SCALE ACCORDINGLY SHEET 09.28.15 DRS PROJECT N0. 14069 1AHNINININ C25 OE: 25 42 AFA 00 0 0 0 0 1 Q J ry W (n LL z Ln N V H L L1 LLI 2 cn LLI W Ln In N V H W W 2 Ln W W Ln O 00 Ln Ln a Ln W z J V H Q 161STAVESE NE 7/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W. M. ALPINE NURSER Y Z STA, 59+59.95, 12.17' R 365.92 RIM 3fr6-SCr 363.8812" 1E36�.86 (N) OUT C�o SEE SHEET C27 1� w 9 56+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 I� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) VER TI CAL DATUM: UTILITY CROSSING NOTE.• NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK 1. CITY OF RENTON CONTROL POINT NO. 2127.• FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852. FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. A. OUTILITY CROSSING, REFER TO C42 FOR DETAILS CATCH BASIN NOTE: IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER STRUCTURE AND ADEQUATE KNOCKOUT. �`vo D.R. STRONG CONSUL TING ENGINEERS 432 ENGINEERS PLANNERS SURVEYORS �� 51STER Cs s10NAL �%6207TH AVENUE, KIRKLAND, WA 98033 DLLJ425.8273063 F425.8272423 1 CITY COMMENTS, REVIEW 1 MAJ 103.03.16 2 CITY COMMENTS, REVIEW 2 MAJ 05.23.16 3 MYLARS MAS 07.22.16 4 T AS—BUILT EAS 09.12.17 N0. REVISION BY DATE AS -BUILT N O FRT H GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT. VERTICAL RECOMMENDED FOR APPOVAL BY: Date-.— BY: ate:BY: Date-.— BY: ate:BY: Date: BY: Date: MAJ SURVEYED: SCALE: DATE: Sis VERTICAL: NAVD 1988 ALPINE NURSERY MAS DESIGNED AS NOTED HORIZONTAL: NAD 1983/13/1 991 CITY 0 E MAJ FIELDI M� DRAWN: YLP RENTON ONE INROAD AND STORM DRAINAGE PLAN & PROFILE -161 ST AVE SE DRAWI CHDATUM CHECKED; AT FULL SCALE Planning/Building/Public Works Dept. APPR C NOT ONE INCH U15007366 APPROVED: SCALE ACCORDINGLY SHEET 09.28.15 DRS PROJECT N0. 14069 1AHNINININ C26 OF: 26 42 1AIA w Q z U W O ry n w Q Z O w O n" IL 00 IrO O O O I U IrQ J ry W U7 ry z M (V V LU W V1 LLI LU Ln NE 7/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W. M. ALPINE NURSER Y WET BIOFIL TRA TION SWALE EX. GRADE 100 -YR W.S. .� -III—III 2' 3t 1.16' _ 0 —I = DESIGN W. S. _ W =I 11 -111-11 —III -11 2" SOIL COMPOST SHALL BE / III -I I I=mo= TILLED INTO THE ENTIRE SWALE -III—I I I—I TREATMENT AREA TO AMEND THE TOPSOIL, SEE SOIL AMENDMENT NOTE 6.0' WET BIOFIL TRA TION SWALE CROSS SECTION NO TE: 18.0' 6.0' WET BIOFILTRATION SWALE PLANTING PER LANDSCAPING PLANS AND KCSWDM, SEE THIS SHEET. r� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) A. LOW PERMEABILITY L6 SEE TILL LINER NOTE FOR SPECIFICATIONS NTS SOIL AMENDMENT NOTE.• Soil Amendment 1. Two inches (minimum) of well -rotted compost shall be tilled into the entire Swale treatment area to amend the topsoil unless the soil already has an organic content of 1 percent or greater. This applies to both till soils as well as sandy soils_ In very coarse soils (gravels or courser)- top soil must be imported and amended to the required organic content. a) Compost must be tilled into the underlying native soil to a depth of 6 inches t4 prevent the compost from being washed out and to avoid cresting a defined lager of different soil types that can prevent downward percolation of water. b) Compost shall not contain any sawdust, straw. green or under -composted organic matter, or toxic or otherwiyje han fi l materials - c) Compost shall not contain unsterilized. manure because it can leach fecal coliform bacteria into receiving Waters. 2. Soil or sod with a clay content of greater than. 10 percent should be avoided. If there is concern for contamination of the underlying groundwater, the swale bottom shall be lazed With a treatment liner to prevent groundwater contamination. See Section 6.22.4 (p. 6-23) for details on treatment liner Options. KCSWDM PLANTING REQUIREMENTS FOR WET BIOFIL TRA TION SWALES Planting Requirements 1. Gras ,hall be established throughout the eatire re treatment area of the swale subject to the followaug pray isia.©s. a) Seedling is best performed III spring (nid-March to June) or fall (late September to October)- For summer- seeding. sprinkler systems or other measures for watering the grass seed must be provided. b) Seed maybe applied via hydro seeding or broadcast application. c) Irrigation is required during the first summer following imsiallat1on if seeding occurs in spring or summer- Sw ales seeded in the fall may not need irrigation. However, the maintenance and defect financial guarantee will not be released unless a healthy gam ccver is established- Therefore, site planning should address the need for sprinklers or other means of irrigation - 2. Swale treatment areas are subject to bath dry and wet conditions, as well as accumulation of sediment and debris. A mixture of dry -area and wet -area grass species that can continue to grow through silt deposits is most effective. Two acceptable grass seed mines for the Eking County area are listed in Table 6.3.1.0 (p. 6-48). The mixes shall be applied throughout the swale in the treatment area at a rate of 80 pounds per acre. As an alternative to these mixes. a horticultural or erosion control specialist may develop a seed specification tailored to the site. Table 6.3.1.D (p. 6-4-8) lists grasses or other plants particularly tolerant of wet conditions. Some of these seed types. however. may not be commercially available. 3- A newly constructed %wa]e shall be protected from stormwater flows until grass has been established. This may be done by diverting flows or by covering the Swale bottom with clear plastic until the grass is well rooted. If these actions are not feasible, an erosion control blanket shall be placed over the freshly- applied seed. mix- See detached Appendix D, ESC" Standards, for details on erosion control blankets.. (V 4. Above the design treatment elevation: either atypical lawn seed mix or landscape plants ❑aay be V used- Hovves; er. for swales also used to convey high flows, consideration shall be Riven to the soil binding capacity of the vegetation. Acceptable grasses and groiindcov ers are presented in LUTable 6.3.1.E (p. 6-49)- Plant material other than that .Sk en in the table may be used if the Swale is LU privately maintained and the plants selected wall not spread into the Swale treatment area. I1.yv shall not be used because of its tendency to spread- Native plant species (e.g., k umikimuck-) are preferred. Vi dote: These reeommertdairons are foo• th,e ling C°ounn. area. If ihese dos gp,, aro used in other -areas, LU local 114tcau•ledge should be used to tailor these recommeindadoxas to local conditions. LU L*1 J . Sod may be used as a temporary cover during the wet season, but sodded areas must be reseeded with a suitable rIss seed mix as Soon as the weather is conducive to seed germination, unless the sod is gro,,%m from a seed mix suitable for the wetter conditions of a biofiltration swale. Sod must be removed or rototilled into the underl},frig soil before reseeding. C: asteria 41 and 2 above for seeding shall then be followed. Planting Requirements Same as for basic biofiltration swales (see page 6-17) except for the following modifications: 1. A list of acceptable plants with recommended spacing is given in Table 6.3.2-A (p. 6-57)- In general, it is best to plant several species to increase the likelihood that at least some of the selected species will find growing conditions favorable. 2. A wetland seed mix may be applied by hydroseeding. but if coverage is poor, planting of rootstock or nursery stock is required. poor coverage is considered to be more than 3O percent bare area through the upper -i3 of the swale after four weeks. TABLE 6.3.2.1 RECOl1L1SE'NDED PLANTS FOR i'4ET BIOFILTR.riTION SIWALE Common Name Scientific Name Spacing ton center) Shortawn foxtail Alopecurus aequafis seed Water foxtail Alopecufus gemculatus seed Spike rush Fleodwds spp. 4 inches Slough sedge' Carex vbnupta 6 inches or seed 5awbeak sedge Cafex stipsta 6 inches Sedge Carex spp. 6 inches Western Riannagrars Glyceria ocadenlafts seed Velvetgrass Nokus mollis seed Slender rush Juncus tenuls 6 inches Watercress' Rofippa nasturtium-nqua6'cum 12 inches Water parsley' Uenanthe sammentosa 6 inches Hardstem bulrush Scifpus acutus 6 inches Smell -fruited bulrush Scirpus microcarpus 12 inches ' Good choices for swales with significant pedods of flow, such as Ouse downstream of a Level 2 or detention FacilityNote: Cattail (Typha latifolia) is not appropriate far most wet swales because of ifs very dense and dumping growth habit which prevents water from fikeafng throWh the clump. l`ro D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 4'5232 ,� IDRS �1SI'ER C5 �sIONAL �'% a� 6207TH AVENUE, KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 1 CITY COMMENTS, REVIEW 1 MAJ 103.03.16 2 CITY COMMENTS, REVIEW 2 MAJ 05.23.16 3 MYLARS MAJ o�.2s.1 s 4 AS -BUILT EAS 09.12.17 NO. REVISION BY DATE MAJ SURVEYED: MAJ DESIGNED: YLP MAJ MAGI DRAWN: _C' - - � I-lcI CHECKED; MAJ A P P R APPROVED: MM SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM SMOOTH VERTICAL BAF HOOK CLAM. ANCHORED TO C. B. RISE " DIAMETER SMO( BARS EQUALLY SF (4" O.C. MAX.) ~I /� 15' (TYP) SEE NOTE 1 LOWER STEEL BAND" X 4" WIDE FORMED TO FIT IN GROVE OF C. B. RISER UPPER STEEL BAND J" X 4" WIDE DETAIL HOOK CLAMP TYPE 2 C. B. RI. 24" SEE 1 HOOK CLAMPS EVENLY 'LACED SEE DETAIL BELOW ALUMINUM OR ALUMINIZED STEEL (TYP.) PROVIDE MAINTENANCE ACCESS BY WELDING 4 CROSSBARS TO 4 VERTICAL BARS AS SHOWN. HINGE UPPER ENDS WITH FLANGES/ BOLTS AND PROVIDE LOCKING MECHANISM (PADLOCK) ON LOWER END. LOCATE STEPS DIRECTLY BELOW. PAD LOCK TO BE PURCHASED AT THE CITY OF SAMMAMISH. IOOTH ROUND BARS WELDED EQUALLY SPACED. BARS SHALL BE WELDED TO UPPER & LOWER BANDS (24 BANDS EVENLY SPACED SEE NOTE 1) SECTION A —A RIM EL. 361.00 EPDXY COATED STEEL STEPS OR LADDER 1. DIMENSIONS ARE FOR ILLUSTRATION ON 54" DIAMETER CB. FOR DIFFERENT DIAMETER CBS ADJUST TO MAINTAIN 45' ANGLE ON "VERTICAL" BARS AND 7" O.C. MAXIMUM SPACING OF BARS AROUND LOWER STEEL BAND. 2. METAL PARTS MUST BE CORROSION RESISTANT- STEEL BARS MUST BE EPDXY COATED STEEL. J. THIS DEBRIS BARRIER IS ALSO RECOMMENDED FOR USE ON THE INLET TO ROADWAY CROSS -CULVERTS WITH HIGH POTENTIAL FOR DEBRIS COLLECTION (EXCEPT ON TYPE 2 STREAMS) 4. THIS DEBRIS BARRIER IS FOR USE OUTSIDE OF ROAD RIGHT-OF-WAY ONLY. FOR DEBRIS CAGES WITHIN ROAD RIGHT -OF- WA Y. BIRDCAGE DETAIL (KCSWDM FIGURE 5.3.1. C) TILL LINER NOTE. • (KCSWDM 6.2.4.1,) COMPACTED TILL LINERS 1. Litter thickness shall be 18 inches after compaction. 2. Soil shall be compacted to 9514' rJuIl'1 n sr11 dry- density, modified proctor method (ASTM D-1557). 3- A different depth and density sufficient to retard the infiltration rate to 2.4 x 10-' inches per minute (1 x 10-6 cmh) may also be used in lieu of Criteria 1 and ?. 4. Soil should be. placed in 6 inch lifts. 5. Soil-, may be used that meet the following gradation= Sieve Size Percent Passing 6 inch 100 4 inch 90 #ZL _C' - - � I-lcI SGC _Ll - i i o C T OF RENTON Planning/Building/Public Works Dept. AS -BUILT N TS NORTH GRAPHIC SCALE 0 5 10 20 1INCH =10 FT. RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: ALPINE NURSERY WET BIOFILTRATION SWALE DETAILS U15007366 DRS PROJECT N0. 14069 IAI-INININI PAGE: 09.28.15 N C29 OF: 29 42 A7 00 0 0 0 0 'I u J r Q NORTH NE 7/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W. M. ALPINE NURSER Y *FOR BIRDCAGE DETAIL SEE SHEET C29 (KCS WDM FIGURE 5.3.1. C) EMERGENCY OVERFLOW SPILLWAY (NOT AB) NTS ACCESS ROAD CROSS SECTION c7Ula WALL NOTE POND WALL TO BE DESIGNED AND SUBMITTED UNDER SEPARATE BUILDING PERMIT. I� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) A. 370 360 TABLE a._'.' A ROCK PROTECTION AT OL -TIF. -ILLS 1 Discharge Velocity REQUIRED PROTECTION CITY COMMENTS, REVIEW 2 at Design Flow (fps) M YLARS 4 greater Less than Minimum Dimensions(' N 0 . than or equal to DRAWN: Yip QO Type Thickness Width Length Height APPR APPROVED: MAJ 0 5 Rock liningM 1 foot Diameter 8 feet Crown Od + 6 feet or + 1 foot QO �0 �0 4 x diameter, Q0 �0 �0 whichever is greater 5 10 Riprap", 21 feet Diameter 12 feet Crown + 6 feet or + 1 foot or 4 x diem -tp-. 3 x diameter, whichever whichever is greate greater 10 20 Gabion As required As required As required :_ rown outfall + 1 `oot 20 NIA Engineered energy dissipater required p} These sizes assume that erosion is dominated by outfall energy_ In many cases sizing will be governed by conditions in the receiving waters. I2 Rock lining shall be quant' spalls with gradation as follows: Passing 8 -inch square sieve: 100% Passing 3 -inch square sieve: 40 to 60% maximum Passing 3/Anch square sieve: 0 to 10% maximum Riprap shall be reasonably well graded with gradation as follows: Maximum stone size: 24 inches (nominal diameter) Median stone size: 16 inches Minimum stone size: 4 inches Note: Riprap sizing govemed by side slopes on outlet channel is assumed to be approximately 3_t. OUTFALL PRO TEC TION SIZING 10 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 05.23.16 M YLARS 4 kW 07.28.16 hW N 0 . REVISION hW DRAWN: Yip QO a CHECKED; BY DATE APPR APPROVED: MAJ Ld Ld r\ od Od Qn QO �0 �0 �0 Q0 �0 �0 0+00 0+40 0+80 1+20 1+60 2+00 2+40 SECTION A -A �`Vo D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 51�TEK C5 IDR S SI ONAL �% , ti 620 7TH AVENUE, KIRKLAND, WA 98033�nl (� O 425.827.3063 F 425.827.2423 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 05.23.16 M YLARS 4 kW 07.28.16 hW N 0 . REVISION GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL KW 03.03.16 MAJ SURVEYED: Sis MAJ 05.23.16 MAJ DESIGNED: YLP kW 07.28.16 hW EAS 09.12.17 hW DRAWN: Yip QO a CHECKED; BY DATE APPR APPROVED: MAJ SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM (AB) --- �-_-----2' FFc EMERGENCY OVERFLOW EL.— PRIMA Y OVERFLOW EL. 362.75 — (AS) DESIGN WATER _ SURFACE EL. J61.00' r C T OF RENTON Planning/Building/Public Works Dept. POND BIOTTOM EL. 357.VO' CB 21 TYFE 2-48" PRIMARY OVERFLOW BIRDCAGE RIM 280 12" IE (SW) OUT .7 ' OF SEE WALL N TE, THIS SHEE --------- ---- ------------ 360 357.99 18" INLET El X58-ee' 0+00 0+40 0+80 SECTION B -B RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date:— AS-BUILT ate:AS BUILT BY: Date: ALPINE NURSERY PAGE POND CROSS SECTIONS & DETAILS DRAW 09.28.15 C30 U15007366 SHED: CF: 30 42 DRS PROJECT NO. 14069 IAHNINININIA7A Lr) L0 QO a N-) r7 0+00 0+40 0+80 SECTION B -B RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date:— AS-BUILT ate:AS BUILT BY: Date: ALPINE NURSERY PAGE POND CROSS SECTIONS & DETAILS DRAW 09.28.15 C30 U15007366 SHED: CF: 30 42 DRS PROJECT NO. 14069 IAHNINININIA7A Q_ 00 NE 114 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W.M. 0A L PINE NURSER Y0 �a O I II II \ I I � SSMH 11 STA. 60+19.40, 4.00' R (D STA. f II II ,� S 8 --r363.08 a 44+70.83, 12.64'R' RIM� zrn ' I STA. 52+05.60, 3.25' R J 8" 1E IN ��(NW2 5 1r 1 LL ! _ II - - - RIMS-rrr381.58 0 1 - J 8" IE IN 3>�9 R-(SW)36 .86 (S) 1� 1 F 60+0 � 51+00 � yE OUTf -(N W) 5.06 (W) �I SSMH 15 - II I o �`? STA. 57+25.41, 4.00' R 1 373.91 RIM 3G 00 SEW 363.966" lE IN 46-F:3-z(W) 59+ PVC (L,/ ER R II I i •'` �` 363.86 (S) 8" 1E OUT III £r L - - SSMH 9 �� 58+00 u STA. 53+57.07, 6.53' R 36� �\B.,A \ RIM ?-378.63 I' - 57+00� �� i- PV DRY SEWER) 1 " 370.84 SW E S _ �- LF 8 161 S T A VE SE III ,, , � � � , •. •• , � S3 - s lE IN -3�� ( ) AVE / E -- - _ • • "' ' ` , , , _ �\ I x00 J 8„ lE OUT X370.74 (�� ! 161 S A V ---- W N II ---- zI • ,'� v 1 4 11 -_-__ I . / •• w d rn•. .v SSMH 12 1 x �/ •I,• 54 55+00 .. STA. 58+16.82, 4.00 R w 3 II I FG 380.0 I o / ► _ _ /+00 + � \ - /.ye \ - _ o f ' �• \ PRIVATE SEWER) I 8„ lE /N _- -T(NW, W 1 -- (� 378 - - + I LLI EASEMENT I 8" lE OUT,€� II I -_ �. -- -- W • ISII sn/B L6 I �` o �� I' �p -I- - - _ _ _ : • ' ' ry SIDE EANER FORCE MAIN /E 369. 00/ E 36703`;- �� � -`-''----- ��� � •• t � SEED TAILS, SHEET S10 I �+ SSMH 7 _ I 1 = � _ _ SS CLEANOUT NOT �' � 101 I 9 -- i W N I STA. 44+16.,39, 3.04' R I . 3� I __ A -' - _ %lM _49 X380.51 I FG 380.5 �� / - - - -_ _ SS -AIH- 5 RIM 380.00 01, 41.8 FG 370.5- z I 8"\lE IN (SE)369.23 + I I `TSTA. 63+72.01 X6.00' R - 8" lE OUT 370.35 (Al) I FG 378.0 FG 373.0 \ I 8" � OU (W) 369.13 I _ 15 � r RIM X3.377.44 � � \ © © - J � I� 15' SEWER r FG 380.0 \ In �, I ' 18 I /r ,4 8" 1E IN 369 -E3 -(S) 369.54 I - i i p EASEMENT \ Q l 6 U 7 FG 379, 5 I 8" 1E OUT _ 69.64 -;;r 369. I 12 1 - - �� I FG 377.0 i FG 378.5 1 - II I I I FG 378.5 I 3 ` ,' \ '� III I L_ ACT I II I I 380 378 - - - - `..� 380- f I 376 378_ "� �. 3� 374 • 376 4 372 ` - I -`---- / \ 378' _ t SSMH 14 ` -� I I o, 0': - _ I 03 I , 376 �. _ SIT,* 35+35.63,`x.63' IL i I I I I ,' rn� -- 3 STA. 62+00.26 / I 7 .�4RIM CIO X8-99- I I SWR STUB •• 1 6" SE R 1 374.18 RIM 3�48� // r� 1 J I 6" 1r£ Ffd 4-9. lE 368.48 1 ' I 366.7 6 " lE IN 366-$�- (NJ \ I I Cl- QL STUB �TYP.) ` I I .1948" 1�6�L7��59-�8-(S) , � � - ; I I 366.7.8" lE IN 366.6•-Z(S,E) \ \ 19 ; I I 366.6 8" lE OUT Z-�T (W) \\\ \ J I 25 26 27 _ � II I I SS HF6 375.0 I 2 % 22 23 r ' FG 373.0\ \ _ FG 1.5 /E 36y 0.5 I I ,-- \ FG 375.0 \ r I n I SS CLEAN T\ FG 373.0 , , ` FG 3 75. 0 O M I -- II I STAT. 41+59.00, 3.34' R II I I FG 375.0 \, \ STA. 34+0 77,\ 3 ` ST, . 30+03.34, 6.00' L 1 I ` I \ \ �� I RIM' 33.99-�'i72~f / v «` ` 5' PRI VA TE EWER ' RIMI 3=x372.71 ` h 1 8" IE�QUT 36�? 49 N) (q) / i II1tk I ; 8" g -/Al -364-4rr (S, E) 36 .93 11 I i l �' �\ I o �- E SEMENT / _1 K 8" k OUT -4&+!56- (W) 36 .83 \ IF 173 LF 8» C ------ 4r LF 8" PVC 20 I 30 - - - 32+00 ROA rr "'33+00 _ �O - SEW - 3 (5 Ch FG 374.0 • ;1' !l `i' I I I , I , \ I � � SSMH 1 Q- \- T 374 o I SSMH 3 / \ \ \ B SWR Br 2 - ST 01+76.03 6.00' L �S CLBANOU� r Q) \ n I --- ---- - ----- 374.26 R1�3 STg. 61+21.30 \ AE 366.88 /E 366.1 , S71A. 61+21 .30, 40.,7' � III I ,,. f�M X372.15 RIM•-�+4 ,, 71.7 ' 5' PRIVATE SEWER SIDE SEWER FORCEMAIN; 366. (E W) 6" lE /N + R \ I 366.42 8" lE OUT :56 � (N)_ '8 /E IW36fr-1 (S,E)366,2 co 8" IE OUT 7. (N) ) EASEMENT SEE DETAILS, SHEET SS1 '-- M 3� 'i CONNECT TO EX. SSMH II SSMH 1 - _ 8" l /OUT�frfr.98- W %0 \ / -- 366.1 SWR STUB 3 P � I JF � / 7 \ � STA. 36+Z0, ' L STA. 10+58.89, 5.15' R II II I STA. 40+04.17, 3.34' R I I 2 -�F, ?? Q_ 5 I / I 6 \ lE 364.20 • _ _ _ - RIM ? $ } - , ` STA. 20+05.22, 8.85' L zw I \` STA. 21+85.59, 4.1T L 1� J' 4 RIM X372.78 I RIM � x370.57 °j / ��� _ / °� FG 372,, 0 0 FG 370.0 ----- 8" lE IN 38-(S)362.66 �' II( ) J � FG 374.0 ✓ I J 1 I G FG �0.0 ` \ �. ` " lE OUT E l cV cV cV I 8" lE IN -z-36z5-68 - (SE) 363 7 3►�� 373.0 FG 3%4.6L i FG 374.0 , ,?, '`� O . 8 t lE IN`,- �. \- 10" lE IN 362.58 (N) M M "w I 8" lE OU T x363•-08- (N) 363.61 L _ ey SSMH 2 8 (),'59.1X. ; STA. 60+04.7 , \r I FG 367.0 c,ca 4, y 12" lE IN 362.48 (W) I a a a II I TRACT A ' - _ STA. 25+47.96, 4.17' L � _ / \ I 12" IE OUT 362.46 E - (� V) o N N I ° ` \ RIM -,-3 X3697711 \II I Rf-IF /A/ -4�11F) AAA \47 - d0 _ UTILITY CONFLICT NOTE.• - 9 LF 8" PVC I - ♦ .ice+. „ ri >r - ' y. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT D.R. STRONG CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NO TES: 1. ALL TRENCH RESTORATION 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). IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPA VED. 2. REFER TO C42 FOR UTILITY CROSSINGS J. MINIMUM SIDE SEWER SLOPE IS 2.007' 4. MINIMUM SIDE SEWER DEPTH IS 5 -FEET FROM FINISHED FLOOR ELEVATION r� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) A. 372 �70- LF 8" PVC C- I - +- - I - - fly / 8\ DRY SEWER NOTE.• MANHOLES 11-15 AND ASSOCIATED STUBS ARE INSTALLED FOR FUTURE USE ONCE DOWNSTREAM CONNECTION IS AVAILABLE. FG ELEVATION NOTE: FG ELEVATION CALLOUTS REFER TO FINISHED GRADE ELEVATION, NOT STRUCTURAL PAD ELEVATION SEWER NO TE.• © INDIVIDUAL GRINDER PUMP REQUIRED FOR SEWER SERVICE. SIDE SEWER NO TE: SIDE SEWER LINES SHALL BE INSTALLED A MINIMUM OF 8 FEET INTO EACH LOT. FORCE MAIN NOTE: INDIVIDUAL FORCE MAINS TO LOTS 6 THROUGH 11, 26, AND 27 SHALL HAVE LOCATOR TAPE INSTALLED ALONG THEIR ENTIRE LENGTH. ••` \ 372 ( / +L' WASH vd 1 CITY COMMENTS, REVIEW 1 MAJ 03.03.16 MAJ SURVEYED: SCALE' Sis VERTICAL: NAVD 1988 2 CITY COMMENTS, REVIEW 2 MAJ 05.23,16 MAJ AS NOTED HORIZONTAL: NAD 1983/1991 D.R. STRONG DESIGNEDYLP CONSUL TING ENGINEERS 3 MnARs MAJ o�.2s.1 s MAJ 4 AS -BUILT EAS 09.12.17 MAJ DRAWN: YLP SER IDRS ENGINEERS PLANNERS SURVEYORS ONE INCH IN11 V� j� 51C�'�. CHECKED; AT FULL SCALE , v sIONAL �%-�6207TH AVENUE, KIRKLAND, WA 98033 SCALE ACCORDINGLY �(� MAJ IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: 0 425.827.3063 F 425.827.2423 MAJ 1 / / / _`� T '\\` SEWER STUBS 1 \ \`i %`�,'yR �1-`i,- ,,,-___-� I LOT STA 770N AS /E AT MAIN AS LENGTH END /E AS SLOPE X AS FG 1 -411110+63 366-- 36948 44.5 -66e-69 367.67 -1 4.92 373.00 2 -i`•I.1� 1+17 ? T- 366L94 44.5 -66-1 369.21 2 7.35 374.00 3 0+00 366 366.42 44.7 -464.-1 368.93 = T 5.62 374.00 4 1+01 ?-- 36973 35.5 3&93, 367.60 -1 5.27 374.00 5 f � elf- 1+03 36fr,9.1- 365`72 35.5 3&x,9,9- 366.90 --1 332 372.00 6 0+00 94-1 359.94 43.4 366.37 X64- 14.82 370.00 7 0+22" -ter 359.46 49.4 364.-e9- 364.13 -1, . 9.45 370.00 8 0+00 - - 359.52 74.9 3> -A+9.361.85 --1 3.11 367.00 9 1+51 _366,9-0- 356.94 34.5 ?+ 364.44 - 21.74 370.50 10 3•i-39- 0+41 36$&C, 360.21 34.5 36,3: ee- 366.74 --2+m'hFr 18.93 373.00 11 0+00 z 36.186 35.0 34eree- 369.12 -=-TT 15.03 378.00 12 1+59 --46�r,T- 369.24 31.3 3 rem 374.29-.4-�-rr 16.13 380.00 13 1+54 369.16 39.6 373.08 �Cr 9.90 378.50 14 0+00 370.74 42.0`t 373.89 7.50 378.50 15-1 +23 370.58 41.5 374.517. 9.47 379.50 +L' WASH vd 1 CITY COMMENTS, REVIEW 1 MAJ 03.03.16 MAJ SURVEYED: SCALE' Sis VERTICAL: NAVD 1988 2 CITY COMMENTS, REVIEW 2 MAJ 05.23,16 MAJ AS NOTED HORIZONTAL: NAD 1983/1991 D.R. STRONG DESIGNEDYLP CONSUL TING ENGINEERS 3 MnARs MAJ o�.2s.1 s MAJ 4 AS -BUILT EAS 09.12.17 MAJ DRAWN: YLP SER IDRS ENGINEERS PLANNERS SURVEYORS ONE INCH IN11 V� j� 51C�'�. CHECKED; AT FULL SCALE , v sIONAL �%-�6207TH AVENUE, KIRKLAND, WA 98033 SCALE ACCORDINGLY �(� MAJ IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: 0 425.827.3063 F 425.827.2423 MAJ 1 / / / _`� T NO TES: 1. STATION IS TO NEAREST DOWNSTREAM MANHOLE 2. END IE MEASURED AT CLEANOUT 3. *SEE DETAILS, SHEET SS10 C T OF RENTON Planning/Building/Public Works Dept. AS -BUILT NORTH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. RECOMMENDED FOR APPOVAL BY: Date: BY: Date-.- BY: ate:BY: Date: BY: Date: ALPINE NURSERY SEWER EXTENSION PLAN U15007366 DRS PROJECT N0. 14069 JAJ- DATE: 09.28.15 FIELD80OK: PAGE: SS1 SHEET: 1 OF: 42 NFNTN NIAFA '\\` 1 `"\\\ J� 1 \ \`i %`�,'yR �1-`i,- ,,,-___-� I , ,..�♦ -jai AS /E AT MAIN AS LENGTH END /E AB SLOPE X AS FG 16 2+43 36988 19.2 35.96- 37979 35.99 ?N* 00 17 2+40 36983 - -}� 29+00 \------ ---'29+96.22 373.79 29+96.22 NO TES: 1. STATION IS TO NEAREST DOWNSTREAM MANHOLE 2. END IE MEASURED AT CLEANOUT 3. *SEE DETAILS, SHEET SS10 C T OF RENTON Planning/Building/Public Works Dept. AS -BUILT NORTH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. RECOMMENDED FOR APPOVAL BY: Date: BY: Date-.- BY: ate:BY: Date: BY: Date: ALPINE NURSERY SEWER EXTENSION PLAN U15007366 DRS PROJECT N0. 14069 JAJ- DATE: 09.28.15 FIELD80OK: PAGE: SS1 SHEET: 1 OF: 42 NFNTN NIAFA SEWER STUBS LOT STA77ON AS /E AT MAIN AS LENGTH END /E AB SLOPE X AS FG 16 2+43 36988 19.2 35.96- 37979 35.99 380.50 17 2+40 36983 25.8 --4F - 373.79 t 19.22 380.00 18 - 1+50 4611 367.38 25.8 =»=ter 371.63 -i`II $ - 16.47 377.00 19 0+64 ?�-� 365.98 25.8 3719-86- 369.05 - 11.90 375.00 20 -1,-1 1+32 364.67 25.8 365Le6- 367.98 12.93 374.00 21 ­9-II-� 0+49 36444- 365.35 32.5 468.9e- 367.76 -eI 7.42 373.00 22 1+15 ._-ter 365.92 32.5 4;ze-8e- 369.19-� 10.06 375.00 23 0+00 ✓6'EI 366.42 33.1 369.39 3ft-I 997 375.00 24 0+00 -�I­ 366.73 35.5 -,3 369.34 -67� 7.35 375.00 25 --e+ee- 0+08 4&&.r 366.85 1 36.0 460- ee- 3693211 4.08 373.00 26* 0+00 3=r-rr 359.94 34.4 461-59- 365.67 -�Iw. 16.66 371.50 27* 0+54 '- 359.66 --- 110 0•e- 363.17 -'3-2`'9- 10.35 370.50 NO TES: 1. STATION IS TO NEAREST DOWNSTREAM MANHOLE 2. END IE MEASURED AT CLEANOUT 3. *SEE DETAILS, SHEET SS10 C T OF RENTON Planning/Building/Public Works Dept. AS -BUILT NORTH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. RECOMMENDED FOR APPOVAL BY: Date: BY: Date-.- BY: ate:BY: Date: BY: Date: ALPINE NURSERY SEWER EXTENSION PLAN U15007366 DRS PROJECT N0. 14069 JAJ- DATE: 09.28.15 FIELD80OK: PAGE: SS1 SHEET: 1 OF: 42 NFNTN NIAFA �� NEEMi �� 0 s \ TRACT 'A" NE 1/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W. M. SEE SHEET SS4 A L PINE NURSER Y FG J74. 0 FG 373.0 3 74 372 / .°v v a p� N X00 00 570 ;t �M s ° O ')O X00 0f a �N O ° tp apN v 8 �N ° �� M v tp �" N� N cow M tp o�d a cpd N �� "N 00 a NN NN v a v �p �p �p � o� O� o� aim � �o0a p o a co^ p o^ co^ � a v 0 00� p �� p ° ° 0 s \ TRACT 'A" NE 1/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W. M. SEE SHEET SS4 A L PINE NURSER Y FG J74. 0 FG 373.0 3 74 372 / ■ //O -FSO LF 8" PVC .°v a p� N X00 00 570 ;t �M s ° O ')O X00 0f h `\ �N O ° tp apN v 8 �N ° �� M v tp �" N� N cow M tp o�d Of cVd cpd N �� "N 00 00 NN NN �^ N.� �^ Np �p �p �p �.� o� O� o� aim � �o0a p Top � 1) p co^ p o^ co^ � �^ p r�p� p p 00� p �� p ° ° vim p aim � a� p w M ■ //O -FSO LF 8" PVC (AB) 3622 LF 8" PVC C-\900 3 FG 374.0 FG 44.0 SEE SHEET S53 .°v a p� N X00 00 570 ;t �M s ° O ')O X00 0f h `\ �N O COs M tp apN �^ �z �N ° �� M v tp �" N� N cow M tp o�d Of cVd cpd N �� "N 00 (AB) 3622 LF 8" PVC C-\900 3 FG 374.0 FG 44.0 SEE SHEET S53 �- '7 - zz0 00 - 21 +0� - - - 60TH A VE S 22+oc� _- oo - _ - +oo - - • 17 19 SSMH 1 3>2 STA. 40+04.17, J. R l 0 00 STA. 21+&5.5 7 9, 4.17'-L C) ^�� 0 SSMH 2 RIM 7- 3 M ��° STA. 60+04.17 o - 8" lE /N ' L (S, E) 36.71 o' 8„ IE OUT S- (N)363.61 ...... �6a' �?lM/ 77 I CONVECT TO EX. SSMH ............ E IN 366.49-(E) 365.57 - - STA. 10+58.89, 5.15'' R 8" IE •ObT 46x6..49 (N)365.47 STA. 20+05.22, 8.85' L y I RIM �=r372 78 10" IE /N 362.58 (N) �� Q 8" IE IN -461- (S) 36266 p 12" IE IN 362.48 (W) I12" IE OUT 362.46 (E) H. P. ELEV = 371.02 H. P. STA = 21+58.52 H. P. ELEV = 369.88 L.P. ELEV = 370.68 PW STA = 21+81.75 H. P. STA = 25+37.99 L.P. STA = 21+04.69 PW ELEV = 371.35 PW STA = 25+32.01 PW STA = 20+85.94 A.D. _ -4.41 PW ELEV = 370.02 PW ELEV = 370.39 K = 19.27 _ L.P. ELEV = 367.38 A.D. = -2.42 �I� .°v °a p� N X00 00 tp co ;t �M s ° O ')O �- '7 - zz0 00 - 21 +0� - - - 60TH A VE S 22+oc� _- oo - _ - +oo - - • 17 19 SSMH 1 3>2 STA. 40+04.17, J. R l 0 00 STA. 21+&5.5 7 9, 4.17'-L C) ^�� 0 SSMH 2 RIM 7- 3 M ��° STA. 60+04.17 o - 8" lE /N ' L (S, E) 36.71 o' 8„ IE OUT S- (N)363.61 ...... �6a' �?lM/ 77 I CONVECT TO EX. SSMH ............ E IN 366.49-(E) 365.57 - - STA. 10+58.89, 5.15'' R 8" IE •ObT 46x6..49 (N)365.47 STA. 20+05.22, 8.85' L y I RIM �=r372 78 10" IE /N 362.58 (N) �� Q 8" IE IN -461- (S) 36266 p 12" IE IN 362.48 (W) I12" IE OUT 362.46 (E) H. P. ELEV = 371.02 H. P. STA = 21+58.52 H. P. ELEV = 369.88 L.P. ELEV = 370.68 PW STA = 21+81.75 H. P. STA = 25+37.99 L.P. STA = 21+04.69 PW ELEV = 371.35 PW STA = 25+32.01 PW STA = 20+85.94 A.D. _ -4.41 PW ELEV = 370.02 PW ELEV = 370.39 K = 19.27 _ L.P. ELEV = 367.38 A.D. = -2.42 �I� d p� p� N X00 00 tp co ;t �M �N 4f . O ')O X00 0f h `\ �N O COs M tp apN �^ �z �N X00 1* �� M pOs tl tp �" N� N cow M tp o�d Of cVd cpd N �� "N 00 00 NN NN �^ N.� �^ Np �p �p �p �.� o� O� o� aim � �o0a p Top � 1) p co^ p o^ co^ � �^ p r�p� p p 00� p �� p aid � oil p vim p aim � a� p M M M M M M M M M M � MIN')� � M � M M M M � M 20+00 20+40 20+80 21+20 21+60 22+00 22+40 22+80 23+20 23+60 M VER TI CAL DATUM: UTILITY CROSSING NOTE.• I� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) W. NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK 1. CITY OF RENTON CONTROL POINT NO. 2127.• FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852. FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. A. D.R. STRONG � 32 CONSUL TING ENGINEERS 8' ID R S ENGINEERS PLANNERS SURVEYORS TER Cs AL ��%, 620 7TH AVENUE, KIRKLAND, WA 98033 (� 0425.8273063 F425.827.2423 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 3 MYLARS 4 AS -BUILT NO. REVISION OUTILITY CROSSING, REFER TO C42 FOR DETAILS 24+00 24+40 GRAPHIC SCALE 0 10 20 40 mommmi1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL 24+80 25+20 NORTH AS -BUILT 25+60 RECOMMENDED FOR APPOVAL BY: Date-.- BY: ate:BY: Date-.- BY: ate:BY: Date: BY: Date: KW 03.03.16 MAJ SURVEYED: SCALE: DATE: Sis VERTICAL: NAVD 1988 HORIZONTAL: AD 11983/1991 ,► MAJ 05.23.16 MAJ DESIGNED: AS NOTED T T Y OF ALPINE NURSERY 09.28.15 FIELDBOOK: hW 07.28.16 " T E I �l TTI V EAS 09 1217 MAJ DRAWN: YLP ONE INCH DATUM =u SEWER EXTENSION PLAN & PROFILE -160TH AVE SE DRAWING NO: CHECKED; NE AT FULL SCALE Planning/Building/Public Works Dept. SS2 IF NOT OINCH BY DATE AFFR APPROVED SCALE ACCORDINGLY U15007366 SHEET: 32 lI OE: 42 DRS PROJECT NO. 14069 IAI-ININININIAIA 00 0 0 0 0 I Q W � Q z ry w W o ry ILI �� �� SEE SHEET SS2 SSMH 2 STA. 60+04.17 STA. 25+47.96, 4.17' L RIM 469-_x369.77 8" 1E IN66.49 (E) 365.57 8" IE OUT._' -ma=r (N) 365 I� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 1 4 1 FG 374.0 SSMH 3 ° 1 STA. 61 +21.30 372.15 RIM 4, = 366.20 ° ° ° a a d ° a d � (AS) 117 LF 8" PVC 61+( NE 1/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W. M. I A A L PINE NURSER Y 13, FG -378.5 \ ° 24 SSMH 4 1 FG 375.0 STA; 6�+00.26 1 I d ' -R11a3- k.'e7Z374,18 , ' 6" IE IN 3�� (N) 366.73 1 , - - - 8" lE IN �fi6-6� (SE)366.73 1 9d ° 8" lE OUT -z5& � (w)366.63 I 1 a� d < < a d ° d ° ° 0.d 1° d ° / B O� ° ° ° d ° I a \ d 1 / d ° < 1 d ° da / 1 1 SS CLEANOUT A STA. 61 +21.30, 40.87' R RIM 372.50 8" IE OUT 367.00 (N) ° d d I (�)LF PVC SE 145TH PL 171 +F--;I-LF 8" PVC nn - 1 , r A- 4 d / , I , 25 / FG 373.0 SS CLEANOU 1` STA. 34+07.77, 39.44' L , L RIM 373.00 ° 8" IE OI,VT 367.49 (N) d PW STA = 62+13.13 PW STA = 63+02 PW ELEV = 374.49 PW ELEV = 375.37 A.D. _ -1.68 A.D. = 2.45 K = 44.63 K = 30.63 75.00' VC 75.00' VC T .A\A . i I `\ °' i / / / 64+00 64+ 4. 2 m m da ° ° d 1 . 9 FG 380.0 4 d _ SSMH 5 I - STA. 63+72.01, 6.00' R RIM -3?-` 377.44 ' < 8" IE IN 469,6z5 (S) 369.54 8" IE OUT i d SS CLEANOUT STA. 63+72.01, 41.87' R I d RIM 380.00 8" IE OUT 370.35 (N) PW STA = 63+62.15 PW ELEV = 377.45 A.D. _ -1.45 K = 13.81 20.00' VC e i� N LO W 380 V VERTICAL DATUM: NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127.• FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN 370 MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 360 350 W. 60+00 60+40 60+80 61+20 �- D.R. STRONG CONSUL TING ENGINEERS 832' IDRS ENGINEERS PLANNERS SURVEYORS TER Cs 620 7TH AVENUE, KIRKLAND, WA 98033 (�mmmor 0425.8273063 F425.827.2423 61+60 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 3 MYLARS 4 AS -BUILT NO. REVISION 2. CITY OF RENTON CONTROL POINT NO. 1852: FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. UTILITY CROSSING NOTE: OUTILITY CROSSING, REFER TO C42 FOR DETAILS 62+00 62+40 62+80 63+20 63+60 64+00 AS -BUILT NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT. VERTICAL RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: KW 03.03.16 MAJ SURVEYED: SCALE: DATE: Sis VERTICAL: NAVID 1988 HORIZONTAL: AD 11983/1991 ,► C ALPINE NURSERY 09.28.15 MAJ 05.23.16 MAJ DESIGNED: AS NOTED Q� C T Y 0 YLP� I � I FIELDBOOK: MAJ 07.28.16 MAJ R E I �l T 0 I V EAS 09 1217 MAJ DRAWN: YLP 0�11Ub1 =u SEWER EXTENSION PLAN & PROFILE - SE 145TH PL DRAWING NO: ONE INCH CHECKED. AT FULL SCALE Planning/Building/Public Works Dept. SS3 IF NOT ONE INCH BY DATE APPR APPROVED SCALE ACCORDINGLY U15007366 SHEET: �� OF; 42 DRS PROJECT NO. 14069 IAI-INININNIAIA �+-to ^� �O� ON ��cp% ^� �^ O� r\� �� N� cfl� ^M � c„q� pN of a vi vi (Z O cfl^ Imo^ O �^ (Z 04 �^ N � (Z �^ � cfl �^ �� iF o�^ tl N, u'i h N �^ cc �^ cc I� op ap W. 60+00 60+40 60+80 61+20 �- D.R. STRONG CONSUL TING ENGINEERS 832' IDRS ENGINEERS PLANNERS SURVEYORS TER Cs 620 7TH AVENUE, KIRKLAND, WA 98033 (�mmmor 0425.8273063 F425.827.2423 61+60 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 3 MYLARS 4 AS -BUILT NO. REVISION 2. CITY OF RENTON CONTROL POINT NO. 1852: FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. UTILITY CROSSING NOTE: OUTILITY CROSSING, REFER TO C42 FOR DETAILS 62+00 62+40 62+80 63+20 63+60 64+00 AS -BUILT NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT. VERTICAL RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: KW 03.03.16 MAJ SURVEYED: SCALE: DATE: Sis VERTICAL: NAVID 1988 HORIZONTAL: AD 11983/1991 ,► C ALPINE NURSERY 09.28.15 MAJ 05.23.16 MAJ DESIGNED: AS NOTED Q� C T Y 0 YLP� I � I FIELDBOOK: MAJ 07.28.16 MAJ R E I �l T 0 I V EAS 09 1217 MAJ DRAWN: YLP 0�11Ub1 =u SEWER EXTENSION PLAN & PROFILE - SE 145TH PL DRAWING NO: ONE INCH CHECKED. AT FULL SCALE Planning/Building/Public Works Dept. SS3 IF NOT ONE INCH BY DATE APPR APPROVED SCALE ACCORDINGLY U15007366 SHEET: �� OF; 42 DRS PROJECT NO. 14069 IAI-INININNIAIA ry W (n ry z Ld z Q NE 7/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W. M. ALPINE NURSER Y SEE SHEET SS2 SEE SHEET SS2 SEE SHEET SS6 SEE SHEET S55 PW STA = 43+82.77 PW ELEV = 379.86 A.D. _ -4.76 H. P. ELEV = 372.93 L.P. ELEV = 372.41 K = 15.77 .� H. P. STA = 41+52.21 L.P. STA = 42+09.37 75.00' VC 40+00 40+40 40+80 41+20 41+60 42+00 42+40 42+80 43+20 43+60 44+00 44+40 VER TI CAL DATUM: UTILITY CROSSING NOTE.• I� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) W. NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK 1. CITY OF RENTON CONTROL POINT NO. 2127.• FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852. FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. A. D.R. STRONG � CONSUL TING ENGINEERS 832 IDRS ENGINEERS PLANNERS SURVEYORS AL ��%, 620 7TH AVENUE, KIRKLAND, WA 98033 (� 0425.8273063 F425.827.2423 OUTILITY CROSSING, REFER TO C42 FOR DETAILS 1 CITY COMMENTS, REVIEW 1 MAJ 00040 MAJ 2 to 'CO4 00 MAJ 3 MYLARS MAJ 07.28.16 MAJ 4 AS—BUILT EAS 09.12.17 MAJ ��CIO REVISION BY I DATE 0V 0V�N N �N �N N 1z 40+00 40+40 40+80 41+20 41+60 42+00 42+40 42+80 43+20 43+60 44+00 44+40 VER TI CAL DATUM: UTILITY CROSSING NOTE.• I� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) W. NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK 1. CITY OF RENTON CONTROL POINT NO. 2127.• FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852. FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. A. D.R. STRONG � CONSUL TING ENGINEERS 832 IDRS ENGINEERS PLANNERS SURVEYORS AL ��%, 620 7TH AVENUE, KIRKLAND, WA 98033 (� 0425.8273063 F425.827.2423 OUTILITY CROSSING, REFER TO C42 FOR DETAILS 1 CITY COMMENTS, REVIEW 1 MAJ 03.03.16 MAJ 2 CITY COMMENTS, REVIEW 2 MAJ 05.23.16 MAJ 3 MYLARS MAJ 07.28.16 MAJ 4 AS—BUILT EAS 09.12.17 MAJ NO. REVISION BY I DATE I APPR SURVEYED: SCALE:Sis A A' AS NOTED DESIGNED: YLP DRAWN: YLP ONE IN CHECKED: MAI AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY APPROVED: MAJ VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM C T OF RENTON Planning/Building/Public Works Dept. AS -BUILT NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT. VERTICAL RECOMMENDED FOR APPOVAL BY: Date-.— BY: ate:BY: Date-.— BY: ate:BY: Date: BY: Date: ALPINE NURSERY 1 09.28.15 PAGE SEWER EXTENSION PLAN & PROFILE - ROAD °B" DRAW, SS4 U15007366 SHED: GF: 34 42 DRS PROJECT N0. 14069 IAI-INININNIAIA ry Ld n LL Z "I/ 16 1ST A VE SE I� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) NE 7/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W. M. ALPINE NURSER Y 51+00 - w 113ISTA41/F. \� v SEE SHEET SS4 � VER TI CAL DATUM: NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127: FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. \ 2. CITY OF REN TON CONTROL POINT NO. 1852: FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. UTILITY CROSSING NOTE: FG 378.5 O UTILITY CROSSING, REFER TO C42 FOR DETAILS 50+40 A. 50+80 51+20 51+60 52+00 �`vo D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 51STER �~ 32 LLL s10NAL �%,'o'1Lj .20 7THA VENUE, KIRKLAND, WA 98033 (� 0425.8273063 F425.8272423 Ln d I� n � 00 o) 00 00 co "� rn W) T AS -BUILT � N CO co N NO. o� of a� o0 0 O of of N Co CO N 00 00 00 00 00 00 N 50+40 A. 50+80 51+20 51+60 52+00 �`vo D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 51STER �~ 32 LLL s10NAL �%,'o'1Lj .20 7THA VENUE, KIRKLAND, WA 98033 (� 0425.8273063 F425.8272423 1 CITY COMMENTS, REVIEW 1 MAJ 103.03.16 2 CITY COMMENTS, REVIEW 2 MAJ 05.23.1 6 3 APPROVED: MAJ MAS 07.22.16 4 T AS -BUILT EAS 09.12.17 NO. REVISION BY DATE 52+40 MAJ SURVEYED; Sis MAJ DESIGNED; YLP MAS MAJ DRAWN: CHECKED; MAJ A P P R APPROVED: MAJ 52+80 53+20 SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE DATUM IF NOT ONE INCH SCALE ACCORDINGLY 53+60 54+00 AS -BUILT CITY OF RENTON Planning/Building/Public Works Dept. NORTH GRAPHIC SCALE 0 10 20 40 momi 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH= 5 FT. VERTICAL RECOMMENDED FOR APPOVAL BY: Date-.— BY: ate:BY: Date: BY: Date. BY: Date: ALPINE NURSERY PAGE: SEWER EXTENSION PLAN & PROFILE -161 ST AVE SE U15007366 09.28.15 DRS PROJECT N0. 14069 1AHNININIf� SS5 OF: 35 42 NAA 00 0 0 0 0 I Q J w z L.1_ z L_ Ld U LLI ry I �� �� VERTICAL DATUM: NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127.• FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852. FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. UTILITY CROSSING NOTE: OUTILITY CROSSING, REFER TO C42 FOR DETAILS I� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) W. A. NE 1/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W. M. SEE SHEET SS4 A L PINE NURSER Y SSMH 6 a STA. 41+59.00, 3.34' R ' SSMH 10 STA. 30+03.34, 6.00' L,' STA. 31+76.03 6.00' L 8 RIM 4�- x 372.71 21 22 RlM - 374.26 23 - 8" 1E IN 461-066 (S, E) 364.93 FG 373.0 FG 375.0 366.52 (E_,W)6" IE IN 066.09 , 01 F 8" 1E OUT=6 0.455 (W) 364.83 366.428" 1E OUT --(N) FG 375.0 I / I i AB 30 173 LF8"PVC 7 I ' I 31 +00 5 7 i SEE SHEET SS4 L.P. ELEV = 372.61 L.P. STA = 30+22.31 PW STA = 30+20 PW ELEV = 372.53 IF A. D. = 3.25 ° ° / \ \- - - - - -- FG 373.0 111 G 7, 0 T v a MAJ SURVEYED: Sis MAJ ° MAJ DESIGNED: YLP MAJ v MAJ EAS 09.12.17 MAJ DRAWN:YLP CHECKED... BY DATE APPR APPROVED: MAJ ° a° v 03.03.16 MAJ SURVEYED: Sis MAJ ° MAJ DESIGNED: YLP MAJ v 32+00 ROAD 'A " 33+00 ,L I_ - / / � I I / I I / I FG 374.0 L F6 374.0 ,l ° H. P. ELEV = 374.56 H. P. STA = 32+06.61 PW STA = 32+20 PV/ ELEV = 375.03 A.D. _ -3.18 K = 39.29 125.00' VC L.P. ELEV = 372.70 L.P. STA = 33+45.67 PW STA = 33+45.84 PW ELEV = 372.60 A.D. = 3.93 V ° v LU LU 34+ - I- v) PW STA = 33+85.90 PW ELEV = 372.60 A. D. = 1.00 30+00 30+40 30+80 D.R. STRONG CONSUL TING ENGINEERS 832D ENGINEERS PLANNERS SURVEYORS TER Cs AL 620 7TH AVENUE, KIRKLAND, WA 98033 (� 0425.8273063 F425.827.2423 31+20 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 3 MYLARS 4 AS -BUILT NO. REVISION 31+60 32+00 KW 03.03.16 MAJ SURVEYED: Sis MAJ 05.23.16 MAJ DESIGNED: YLP MAJ 07.28.16 MAJ EAS 09.12.17 MAJ DRAWN:YLP CHECKED... BY DATE APPR APPROVED: MAJ 32+40 32+80 SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 ONE INCH V DIA, vM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY cn ILA LJJ L.0 un LJJ LU N 0 0 M Q H Ln LU z J F_ 009 33+20 33+60 34+00 C T OF RENTON Planning/Building/Public Works Dept. AS -BUILT NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 I Nonni1 INCH = 5 FT. VERTICAL RECOMMENDED FOR APPOVAL BY: Date -.- BY: Date -.- BY: Date - BY: Date: ALPINE NURSERY SEWER EXTENSION PLAN & PROFILE - ROAD "A" U15007366 DATE: 09.28.15 FIELD800K: PAGE: DRS PROJECT N0. 14069 1AHNININIf� SS6 GF: 36 42 NAA 00 0 0 0 0 I r Q J I..� Ld (n ry z VERTICAL DA TUM: NA VD 88, PER Cl TY OF REN TON VERTICAL CONTROL. HORIZONTAL DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127.• FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF REN TON CONTROL POINT NO. 1852. FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. UTILITY CROSSING NOTE: OUTILITY CROSSING, REFER TO C42 FOR DETAILS I� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) NE 7/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W. M. ALPINE NURSERY SEE SHEET SS8 PRI VA TE SEWER SEMENT 1 � \26° \ \ \ FG 371.5 , FG 3 0.5 1 �• \ 1 16 \\ v UU a°• ° , ° N1 1 Iv° °v • ° cn H LU LU _ LU LU ILA 0 0 M Q F_ Ln LU z J V Q I v ° • V ° \ ° • a o V • ° 5 \ FG 370.0 ` - ' " /7 FG 372.0 ----- -- -� -_---- - ----_ --__- FG 370.0- -----__-- -- ----- \ \ SSM 14 ` \ \\ \STA. 35+35.63, 4.63' L \ \ \\ 1 SS CLEANdUT RIM -_4- 8570.04� \ \ $- & I,,Q, � -� K-,49 5' PRI VA TE SEWER \ 1 STA. 61+21.30, 40.87 R I 469.96 -` EASEMENT \\ RIM =�. 371.30 8" 1E OUTS (S)359.94 - \ 8" 1E OUT 36�� (N) 366.90 ON 00 PW STA = 35+00.48 PW ELEV = 371.45 A.D. _ -2.40 K = 52.18 125 00' VC SSMH 13 STA. 36+20.63, 4.6 ' L RIM 46 F- ^ 363.08 / TRAC "B" 8 IE /IV -,--r (N) 9.21 • ° ; 8" 1E OUT 359.25 (E) 9.11 i N. •° �° • ° �° v _ --_j -- 8 FG 367.0 34+00 SS t1_ ANOUT 34+80 35+20 STA. 34+09.77, 39.4 �L 35+60 --I RIM 373.Ot2 r - 8" 1E OUT ,M7.49 (N) +� WASH `---- 25 ' FG 373.0 \� ' 1 / y MAJ v v SURVEYED: Sis D.R. STRONG // CITY COMMENTS, REVIEW 2 MAJ [L V / MAJ DESIGNED: YLP CONSUL TING ENGINEERS ROAD 'A" Lw koo - i®- 7 -- MAJ MAJ DRAWN: YLP 45232�' ER � s10NAL ENGINEERS PLANNERS SURVEYORS D a7 S)A LU LU SEE SHEET SS8 PRI VA TE SEWER SEMENT 1 � \26° \ \ \ FG 371.5 , FG 3 0.5 1 �• \ 1 16 \\ v UU a°• ° , ° N1 1 Iv° °v • ° cn H LU LU _ LU LU ILA 0 0 M Q F_ Ln LU z J V Q I v ° • V ° \ ° • a o V • ° 5 \ FG 370.0 ` - ' " /7 FG 372.0 ----- -- -� -_---- - ----_ --__- FG 370.0- -----__-- -- ----- \ \ SSM 14 ` \ \\ \STA. 35+35.63, 4.63' L \ \ \\ 1 SS CLEANdUT RIM -_4- 8570.04� \ \ $- & I,,Q, � -� K-,49 5' PRI VA TE SEWER \ 1 STA. 61+21.30, 40.87 R I 469.96 -` EASEMENT \\ RIM =�. 371.30 8" 1E OUTS (S)359.94 - \ 8" 1E OUT 36�� (N) 366.90 ON 00 PW STA = 35+00.48 PW ELEV = 371.45 A.D. _ -2.40 K = 52.18 125 00' VC SSMH 13 STA. 36+20.63, 4.6 ' L RIM 46 F- ^ 363.08 / TRAC "B" 8 IE /IV -,--r (N) 9.21 • ° ; 8" 1E OUT 359.25 (E) 9.11 i N. •° �° • ° �° v _ --_j -- 8 FG 367.0 36+00 SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 36+40 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 Alf*�4, DATUM 36+80 C T OF RENTON Planning/Building/Public Works Dept. AS -BUILT NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL RECOMMENDED FOR APPOVAL BY: Date -.- BY: Date -.- BY: Date: BY: Date: ALPINE NURSERY PAGE: SEWER EXTENSION PLAN & PROFILE - ROAD "A" 09.28.15 SS7 U15007366 SHED: GF: 37 42 DRS PROJECT NO. 14069 IAI-INININNIAIA 34+00 34+40 34+80 35+20 35+60 A. J �d +� WASH 1 CITY COMMENT'S, REVIEW 1 MAJ 03.03.16 MAJ SURVEYED: Sis D.R. STRONG 2 CITY COMMENTS, REVIEW 2 MAJ 05.23.16 MAJ DESIGNED: YLP CONSUL TING ENGINEERS 3 4 MYLARS AS -BUILT MAJ EAS 07.28.16 .09.12.17 MAJ MAJ DRAWN: YLP 45232�' ER � s10NAL ENGINEERS PLANNERS SURVEYORS D a7 S)A CHECKED� � f�%,�� (� 6207TH AVENUE, KIRKLAND, WA 98033 N0. REVISION BY DATE APPR APPROVED: ' t O 425.827.3063 F 425.827.2423 M&I 36+00 SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 36+40 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 Alf*�4, DATUM 36+80 C T OF RENTON Planning/Building/Public Works Dept. AS -BUILT NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL RECOMMENDED FOR APPOVAL BY: Date -.- BY: Date -.- BY: Date: BY: Date: ALPINE NURSERY PAGE: SEWER EXTENSION PLAN & PROFILE - ROAD "A" 09.28.15 SS7 U15007366 SHED: GF: 37 42 DRS PROJECT NO. 14069 IAI-INININNIAIA ry w ry z w z I Q NE 7/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W. M. SEE SHEET SS7 ALPINE NURSERY SEE SHEET SS9 I� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) SEE SHEET SS9 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 VER T1 CAL DA TUM: UTILITY CROSSING NOTE: NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. O UTILITY CROSSING, REFER TO C42 FOR DETAILS HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK.• 1. CITY OF RENTON CONTROL POINT NO. 2127: FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF REN TON CONTROL POINT NO. 1852: FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. A. �`vo D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 51�TER C5a7s D)j D 620 7TH AVENUE, KIRKLAND, WA 98033 SjONAL �%, 'ti 0 425.827.3063 F 425.827.2423 ' (� 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 05.23.16 M YLARS 4 MAJ 07.28.16 MAJ N 0 . REVISION KW 03.03.16 MAJ SURVEYED: Sis MAJ 05.23.16 MAJ DESIGNED: YLP MAJ 07.28.16 MAJ EAS 09.12.17 MAI DRAWN: YAP CHECKED; BY DATE APPR APPROVED: hw SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 82 72 (S) AS -BUILT NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL RECOMMENDED FOR APPOVAL BY: Date-.— BY: ate:BY: Date-.— BY: ate:BY: Date: BY: Date: C TY OF ALPINE NURSERY 09.28.15 FIELDBO01: R E Ill TO ISI SEWER EXTENSION PLAN & PROFILE- SEWER EASEMENT DRAWING NO: Planning/Building/Public Works Dept. SS8 U15007366 SHEET: OF: 38 42 IRS PROJECT"'•' GICWWWWGILAI w Q z O w O IL ry Ld ry Z Ld Z In Q I� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) J RIM 37, 7.6x37 ..86 356.82 8" 1E IN'�� (N W, W) 356.72 (S)8" 1E OUT 46�Z.69 SEE SHEET SS8 NE 7/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W. M. ALPINE NURSER Y SSMH 11 STA. 60+19.40, 4.00 R RIM T 363.08 8" 1E 1N - �,j+ iz (NW) 354.83 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 A. �`vo D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS �?1STER C5 45232\ 1DRS__1 �s10NAL �%6207TH AVENUE, KIRKLAND, WA 98033 (� 0 425.827.3063 F 425.827.2423 1 CITY COMMENTS, REVIEW 1 MAJ 103.03.16 2 CITY COMMENTS, REVIEW 2 MAJ 05.23.16 3 MYLARs MAJ 07.28.16 4 AS—BUILT EAS 09.12.17 N0. REVISION BY DATE N n O O o ai aiCdcfl n L I N I N N n N N 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 A. �`vo D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS �?1STER C5 45232\ 1DRS__1 �s10NAL �%6207TH AVENUE, KIRKLAND, WA 98033 (� 0 425.827.3063 F 425.827.2423 1 CITY COMMENTS, REVIEW 1 MAJ 103.03.16 2 CITY COMMENTS, REVIEW 2 MAJ 05.23.16 3 MYLARs MAJ 07.28.16 4 AS—BUILT EAS 09.12.17 N0. REVISION BY DATE MAJ SURVEYED: Sis MAJ DESIGNED: YLP MAJ MAJ DRAWN: CHECKED; MAJ A P P R APPROVED: MAJ SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 OvATUM C T OF RENTON Planning/Building/Public Works Dept. VER TI CAL DA TUM: NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127: FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852: FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. UTILITY CROSSING NOTE.• OUTILITY CROSSING, REFER TO C42 FOR DETAILS AS -BUILT N O FRT H GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT. VERTICAL RECOMMENDED FOR APPOVAL BY: Date-.— BY: ate:BY: Date-.— BY: ate:BY: Date: BY: Date: ALPINE NURSERY PAGE: SEWER EXTENSION PLAN & PROFILE -161ST AVE SE U15007366 09.28.15 DRS PROJECT N0. 14069 1AHNININIf� SS9 OF: 39 42 NAA