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HomeMy WebLinkAboutzR-3900Set00 I III I NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E. W.M. ALPINE NURSERY O OR 20 TYPE IT CUT IN CATCH BASIN O STA. 0+16. 9, 797 R (SIR.) Q 5TA 50+16.69, (MATCH R (SIR,) RIM Tom DI ORE TCN FG) MI ( I $ NEW I2" Dl 371, 9f9) IN (ABA (SE) �? EX 1 CAP 3]138 (E) IN (AB���111111��- EX i CO 3]1.38 (W) OUT (Itll a ZY775 TYPE n1f, _ y n I STA -a"/139' R (STR.) J 1 LF "Ml (P19) ,! �- - I 122 1,4 1Ed6�69-(S) INM308 I 1 �YZ' 18 d6dBB-(W) OUi.M18S I\ to 15A, TME 1 0 1 1 -ti w A 58+5479, 12.17 R 1 W J /TW 365�l5Ag2 y... sl+Do 3 /E�esys (W) IN 3 65„32 12" /E Go 17 TYPE I I � ) (NIN S MW 11 11 } I /FPo '\ a Bl-DIRECTIONA VANED GRATE I ti 1 1 ZIny Vv I WI/H THROUGH CURB INLET I 1 - 'JJi I \ I STA. 54+]0. 1254' R (SM) \ �� H LLI o I _ _ RIM .65 1 U 3 Ca CB 19 CONCRETE IN - l r \ ��6p"'lE�r'f:5rO IN J728B I tll �� O - ST/y.50+44.]0. 12.69'j(f .I 1 A Ir S) OUT 37282 I 1 9 d 161STAVE SE I -STA. `)r5+2298, 44. ]0'R 1 3 11��op ® VE SE _ RIM IE ?64160 j `\ 1� 161$74. Z I 1r lE3�a-se-(M}our.ae (Nw) 1 1 56+00 LLI - 17 1 1 1 I Z 1 I •� / _ , in 55+00 STORM 5 B TM. �_ Lc 378 -- ��� CB 16 TYPE 1-48" 52 LF 12" LCPE P15A o I� 16.4113$%R (SIR) / 10 g I fz"le-aaAF�Be412 1 (}11948 PRIVATE TYPE r 's{A TrIj71.41 APPROVED EOUA IT M) W�y1p�p Lo I y EE SHEET WET FOR DEL �. 18 15 14 5ff'`aFFT�1 E SHEET C29 FOR DEI�MILS 3051 CB 13 TME 1 3 13 BI-DIRECT/ONAL ^VANED `ORA SII WITH THROUGH CURB INSET 1 a 24" if I STA. 42+09.3, 95¢=w o - ` RIM 37 7 II +- 360 1 ' � �Zl_ e'44a� II _-, Ce los, rM �f Seo 12"+'L =%:.-.- ;c. • PUT.M2.a4 (5) s76 37& ce 1 rME 2-bD" I a"l - 37a 75 RIM.. 6 49, 3 A L 74 37z wlrH sau cONTRO( TE / r / -_� _ 71 7K 8703, 1)PT TA 36+407], 45.'4'L M I _____ /Aa)CBI 3]6 361+935:962 (SrR'1 -- o I , 5Ei SHEET C11.C12 (.128 LF 12" LCPE (P205) RI '�d39}J73bS_ RIM 366f3 .%&711 m 1 I J5. 2" lE 361r Sw / Mt. ( ) /`^ h I ce rTYPE 1 I -r[sw) der .mf. ala- lE-�+Fr(s) IN (AB) 1a3 !'! 01871[ 22 BI-DlR CTIONA1 VANFD GRATE Y9 [F 26 .mf. 524- lE� . I'll'/ IN n 1 II c9 12 rnE i WTH r ROUGH cuBE PILEr - Z 12" PID3 z rME z-as".Mf. a24" lE�6H�-(E) OUT 1� I 19 'il 21 BI- fZECRONAL VANED GRATE SIA. 6 +94E) 58' L CB 3 TME 2>49" `� TA. 35+89.01, 11.71" '17 OP CATCH B AN WITH TtMOUGH CURB INLET 23 RTM +06' L 24 tl' ST%.`l3+85.86, (STR.) (M) WIG '` SI%r'30+19.39, 1]89'L (SIR.. N13GL4SJ55J7 W/$p(/D I� STA. 61+]Z46. 1858 R (IR.) SEE SHEET ^ I WjSYlltl ` KTA. 41+70.89. 19.39' R (SIR. 6" lE INJ8d2B (E) RIM aiii-37288 1E�6&Y1 (E) IN 41 ` y SEE T CPI .JRIM�dM3T1.TJ--- 12" IE 1N387.50 J. W ]n (4.8)43 LF 12" LC (%.� ) 6" if d6B.fE(8E) /N 3882$ _ 12" lEW) OUTlg7.50 (' 12" if 36i&BfNE) /NJBA 4" lE `dp.p4 (N) IN 82 8" DI P Akl + 12" IE NW OUT .MS. (AI C /N 382 4" 1f�61v9}(SE}'O T 36201 / 1 II I� _ 1 I / �4( 1 ��-7v UD a 512451E (S} -our 8a ,I� / w N - c: n4.. TYPE z-ae' - ----------------- -a -- `� W RWNq SOLID LOCKI U.) I `� �'TA. 30+ 9 5Y 1335 QQ 3 ) I NA. 41}8675, 9.3]' R (SM.) (ABf \I RlM�3F0 M&,Rp (SE) IN - 284 LF 35+00 24" C E (3) 62 LF 24" bb 0 12" lE (S7e 12" IS (E) IN 78 I 32+00 ROA 33+00 34+00 12" IE 36994(W) OUT 7a - - IMI 20 IABD -dI(Till-T lB'LCPE P4 ° - T FF I \ .374 2 48 LF 12 LCPE (PlfA) _ 693 TYP Z - ' CB 4 11 ME 2 48 2 ALF 12'�LCPE P10 ) EX CB I I CB i), TYP£.I _ �`v' STA. 33+5148,72194' R (SIRQ S� JI ]]30, l78]" R (STR - TAB) 61F 01443' I _ 5TA 69+35.63.' )2.80'1 -(ST STA. 61+3070, 1272' R (STR.- STA. 10+84.19, 74.9] R S 11 '�' I STA. 4/+19.00, .9aZ R` v y RIM 4bM�J217 , -. � a RIM �TP.YY31224 STA. 20+15.22. 34.08" L (5'' I / - - 5 W [NI CB 101 'rME R/M 4: P>-17108 (?�LF 12" LCPE (P10) 1 6X 1E 36y64(NW IN 18187 a O 12" IE 39339 (W) INM131 S _ 35+8&B , 121 ' R RIM 372 42 (MATCH FG) 6- IE3 (S) IN •M159 I _ -_>(r l2" IE (671'N 38.147 d i8" IE 96P.99 (N) IN JBSOB Rl JO) S12 � ' BI -DI ECRONAL VANED GRATE w WITH THROUGH CURAINL[T EX. 12 IE 35892 N IN 12" 1E366:66 -(E) IN ,M847 I OR 9 DES2-4 LOCKIN LID 2 3 IB" IS d6394,(W) IN 34111 4 B" /E�6f99 (E) OUTJ6108 6" /E�E39R JN.M1 EX. IB" /E 36852 (E) IN I I 12"' lEOR 10 (W) WT J6aQ 40+121], 9.1 ]" R Sffi.) --"-- TME 1L lB' IEW) OUi.M1) �' ,. GO 125+5].9],23800' (ST �E�fi'dit E) OUT 15 6"MlESTA 3 (W dQ245 EX. I8" lE 368NIP ;,44A(Wy O�'� y I CB 10 TYPE 1 1�.-�+91 43, 12.1]' L (STR.) -- ` I STA. 40+3800, 9.17" R RIM�a93ilT725 BI-DIRECTIONAL VANED GRATE 1 4 5TA. b0+38.00. 9.95' R (SIR) 6 7 (NE) CUT3624S� AIII 12" /E d6P94• TRA T .q RIM 3R999l70.30 12" IEd66df (E) IN 86 N9 iH WROUGH CURB INLET I l2" 1E36864 -(N IN 86 STA. 23+4085, 25$" L (SIR iBALCPE P] 1 - l2" 1E d6444(SW /N Af0 8 12" IEd6F.BP O IN JB 1e LF JAM4369.5i-j8A66 J - p _ rz" IE 35 69{N9 our l8" 1E 366.�J1-(J 12 OUT 367.27 5 12" IE3 0IN-(E) OUT E10 I - 370 18 3+ LF 12" LCPE 204 ATIF - Fi� 4 IF 18" 0/ (P9 1] LF j8" DI Re ' �. ' • - 87 LF 12-LCPE (PI09) ILF 12" CP P304 -88- F 1 - E P - nni I I 322_ �0d X60 s OR 304 TYPEY� -I �ai00 Cal Wol'ktig Days Before You pb 811 UNUM UnOergroun0 Location C rdw 0DMT,1D,0i%WA) 160THAVE-SE.._ e .._.. _.... - _ 29+00 ... _ ....... _ _ _ ... _ _ .... _ LB 204. TYPE l STA. 126+66. a, l21]' C ,.e ..A .,,,� . CS ], TYPE 2-48 - STA 25+1296. 11.41 L SM. RIM IE M 5 9; (N) l8" IE -d OF (N) INM181 18" /Ed63AF (SE) WT3315I I I CATCH BASIN NOTE.• NATO 88 PER KING COUNTY DEPARTMENT OF PUBLIC WORKS SURVEY BRANCH (KCDPWSB) VERTICAL CONTROL. LOT RUNOFF NOTE.- RUNOFF BETWEEN ADJACENT LOTS TO BE HANDLED DURING INDIWOUAL BUILDING PERMITS 1 FN D.R. STRONGCONSULTING ENGINEERSENGINEERS PLANNERS SURVEYORS 620 TTHAVENUE KIRKLANDWA MU 042562]3033 F42562T.2423 IF DURING CGNSMUCTION IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF THE TME 1 CS AND MISALIGNMENT WITH THE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TME 1 CS WITH LARGER STRUCTURE AND ADEQUATE KNOCKOUT _ STA 25+8236. 12.17 L RIM 12" 12" /E 3 hO0 (5) IN 28 12- 12- IS 3B TOE) O TJ54.26 CB 6, TME 2-46" BI-DIRECTIONAL VANED GRATE WIN THROUGH CURB INLET STA. 25+39.20, .3800'L (SIR) STA. 60+36.00. 0.76' L (STR.) RIM 369:5 FMA48 18" lE 464.-9 (NW) INM38I 18" /E 369 09 (E) WTJU81 17'L OUT J6484 2-46" Bi 1 R/P-RAP) 1 LB AS NOTED ZPsW "I Wk.W�1 DATUM DIREC77TI0 VANED GRATE 1 2 My 05.x3.16 My Pi Win` oW1 q^.X DIS W.12.1712.17 w""' WIN WTH THROUGH CURB INLET a� ewe°IAVICACAE �� sMADANY STA.2N.69�412Q 54' L (SM.Eli iPPROVED. % I� 12" IEd6R33-O OUT387.44 VERTICAL DATUM. 160THAVE-SE.._ e .._.. _.... - _ 29+00 ... _ ....... _ _ _ ... _ _ .... _ LB 204. TYPE l STA. 126+66. a, l21]' C ,.e ..A .,,,� . CS ], TYPE 2-48 - STA 25+1296. 11.41 L SM. RIM IE M 5 9; (N) l8" IE -d OF (N) INM181 18" /Ed63AF (SE) WT3315I I I CATCH BASIN NOTE.• NATO 88 PER KING COUNTY DEPARTMENT OF PUBLIC WORKS SURVEY BRANCH (KCDPWSB) VERTICAL CONTROL. LOT RUNOFF NOTE.- RUNOFF BETWEEN ADJACENT LOTS TO BE HANDLED DURING INDIWOUAL BUILDING PERMITS 1 FN D.R. STRONGCONSULTING ENGINEERSENGINEERS PLANNERS SURVEYORS 620 TTHAVENUE KIRKLANDWA MU 042562]3033 F42562T.2423 IF DURING CGNSMUCTION IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF THE TME 1 CS AND MISALIGNMENT WITH THE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TME 1 CS WITH LARGER STRUCTURE AND ADEQUATE KNOCKOUT _ STA 25+8236. 12.17 L RIM 12" 12" /E 3 hO0 (5) IN 28 12- 12- IS 3B TOE) O TJ54.26 CB 6, TME 2-46" BI-DIRECTIONAL VANED GRATE WIN THROUGH CURB INLET STA. 25+39.20, .3800'L (SIR) STA. 60+36.00. 0.76' L (STR.) RIM 369:5 FMA48 18" lE 464.-9 (NW) INM38I 18" /E 369 09 (E) WTJU81 17'L OUT J6484 T zW ^� CB fly TYPE' STA. 59+599 n .O' R RI12" lME TA J OUT IT' K A 60� 3¢34 F RIM 46 j, T8" 117 8 (E) IN 36202 18" IE�6869 (N) OUT .M200 CB 21, TME 2-48" PRIMARY OVERFLOW BIRDCAGE 1111 a68.�T639280 )2 If` 6 (SW) OUT.MQ15 '¢EE DETAIL SHEET C29 Cns 22 Lit 2-46" Bi 1 R/P-RAP) 1 LB AS NOTED ZPsW "I Wk.W�1 DATUM „ CITY O F RENTON Planning/Building/Public Warks Dept. 1 2 My 05.x3.16 My Pi Win` MAf 07.u.15 MAf DIS W.12.1712.17 w""' ylp ewe°IAVICACAE �� sMADANY REVISION BY DATE iPPROVED. T zW ^� CB fly TYPE' STA. 59+599 n .O' R RI12" lME TA J OUT IT' K A 60� 3¢34 F RIM 46 j, T8" 117 8 (E) IN 36202 18" IE�6869 (N) OUT .M200 CB 21, TME 2-48" PRIMARY OVERFLOW BIRDCAGE 1111 a68.�T639280 )2 If` 6 (SW) OUT.MQ15 '¢EE DETAIL SHEET C29 Cns 22 Lit 2-46" Bi VNE0 WI R/P-RAP) WTH 20- OT DISPERSAL NCH RlM JB224 12" lE (NE) /N J6Q I SEE DETA X fel O F2T H GRAPHIC SCALE 0 20 40 80 BY: BY: BY: AS -BUILT BY: ALPINE NURSERY ROAD AND STORM DRAINAGE PLAN U15007366 DRS PROJECT NO. 14069 1 INCH = 40 FT - Date: - Date: - Date: Date: p�09.28.15 R-390033 00 0 0 0 0 1 14)Q J I ..,.Day*9..," � CO Cal Worktig Days Before You pb 811 UNUM U Kiergoune Location C rdw ODMf,ND,ORWA) STORM STUB SCHEDULE LOT IF AB 2N4 FG DEPTH TO IF AB I J2213 a87 2 37128 aM 3 37124 a76 4 37218 1.84 5 37998 L04 6 38989 a20 7 38998 1.40 e 36127 1.73 9 36966 am 10 JN.JD ABB- -I.B6'- 1.70 11 37421 179 12 ai6.9B- 37668 1.45 13 377.52 am 14 Midi- 377.62 am 15 37626 1.30 16 &3358- J7A79 iBBdB-B- 1.31 17 37A03 a97 188- 374.86 214 19 37186 1.35 20 X3956- 37125 an 21 db9d4- 37286Bt} � aJ5 22 2.Tta4- 37.179 1.21 23 43469- 57457 a43 24 37313 1.87 25 57233 X93 X99- a67 26 JN.04 a46 27 569./8 1.35 +NOTE ALL STORM SNB IS CALL OUTS ARE AT CLEAMG4F OF RESPECTIVE LOT WITH MINIMUM 2.00% PIPE SLOPE HE'S MAY BE FIELD ADJUSTED TO ACCOMMODATE DEVELOPMENT NOTES: RESIDENRAL BUILDING PERMIT DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESID£NRAL BUILDING PERMIT FOR EACH LOT J. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORA ROY AND STREET OVERLAY DETAIL. 4. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY MOTHS 1. TRENCHES (ROAD CROSSINGS) D IF THE OUTSIDE OF ME TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED DULL BE R£PAWD. LANDSCAPING NOTE 1. TRACT "B" WLL 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" ALLOWNG THE CITY ACCESS TO INSPECT AND MAINTAIN THE POND AND ALL STORMWATER FACILITIES IN THE TRACT WILL BE RECORDED, 2. THERE SHALL BE A MINIMUM OF 3 -FOOT CLEAR RADIUS AT ALL FIRE HYDRANTS. PRIVATELY MAINTAINED STORM ELEMENTS. I. ALL STORM DRAIN SNB -OUTS TO BE PRIVATELY MAINTAINED. 2 ALL PRIVATE STORM CONNECTIONS TO BE PERFORATED SNB -OUTS FLOW CONTROL BMP NOTES.• SECTION L213 STATES MAT ANY IMPERVIOUS SURFACE SERVED BY AN INFILTRATION FACILITY IN ACCORDANCE NTH THE FLOW CONTROL FACILITY REQUIREMENT, THE FACILITY IMPLEMENTATION REQUIREMENTS AND THE DESIGN CRITERIA FOR INFILTRATION FACILITIES IS EXEMPT FROM THE FLOW CONTROL BMPs REQUIREMENT PRIVATE DRAINAGE EASEMENT NOTE: PRIVATE DRAINAGE EASEMENTS TO BE GRANTED IN FRONT 10 -FEET OF LOTS ON WHICH STORM STUBS BENEflTING AN ADJACENT LOT CROSS, FINAL LOCATIONS TO BE SHOW) ON FINAL PLAT NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E. W.M. ALPINE NURSERY PRIVATE CB SCHEDULE LOTjf AB RIM AB IS AB I ce N 37240 � JBA31 4 C9 37101 �J8691 7 CS D B- 38920 �36&05 9 C8 321118 �38601 13 CB BB- 37917 �37102 19 CB G J7105 �37aoe 21 C8 dJd9B- 373&2 � 39985 24 C9 E 'er 374.14 �37aoe 27 CB C B- JW90 �36&70 SURFACE WATER STANDARD PLAN NOTES.• I. MESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 2 BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCDON MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN RENEW SECTION AND THE APPLICANT d 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 RIE AMERICAN PUBLIC WORKS ASSOCIATION LAPIN), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE ME SOLE RESPONSIBILITY OF ME APPLICANT AND M£ PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM ME ABOVE REQUIREMENTS FOUND IN MIS PLANS ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CWSRTUTE 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 DULL 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 ACRNTIES (SITE ALTERATION) ARE LIMITED TO ME HOURS OF 7 A.M. TO 7PM. MONDAY THROUGH SATURDAY AND NO WORK DN SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROLED WITH A WRITTEN DECISION BY ME CITY OF RENTON Z IT SHALL BE THE APPLICANY5/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK EASEMENTS REQUIRE REVIEW AND APPROVAL PRIOR TO CONSTRUCTION & FRANCHISED URURES OR OTHER INSTALLATIONS MAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS MAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO ME CIN OF RENTON 9 DATUM SHALL BE NAW 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS TO ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO ME CITY FOR RENEW AND APPROVAL. 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRAD£ 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 I3 ALL SEDIMENTA PON/EROSION FACIURES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION AND THEY MUST BE SA RSFACTORILY MAINTAINED UNRL CONSTRUCTION IS COMPLETED AND THE POTENRAL FOR ON-SITE EROSION HAS PASSED, 14. ALL RETENRON/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWSE APPROVED BY ME PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. I5 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 CONSMUCRON THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM UR ME TOP OF THE FOUNDATION MA LENTIL, A5 WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT ME ENTIRE LENGTH OF THE PIPE WLL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS 'C1 WTH THE EXCEPTION OF PVC PIPE I& STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT /1 OR BETTER INSIDE AND OUTSIDE IZ 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. IB BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE NTH TABLE 4.1 EASEMENT WOMS AND BUILDING SETBACKS LINES 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED O 10 FEET BELOW PAVEMENT LEVEL. 20. ALL DRIVEWAY CULVERTS LOCATED MORIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROWDE 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 REWIRED. SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - B INCH ROCK / 40 - 70% PASSING 2 - 4 INCH ROCK / 30 - 40X PASSING AND LESS MAN 2 INCH ROCK / 10 - 20% PASSING. 21, ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY ME CITY PLAN RENEWER OR SURFACE WATER UTILITY SECRON. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM IMLL BE SUBMITTED TO THE CITY UPON COMPLETION. 22, DRAINAGE OURETS (SNB -OUTS) SHALL BE PRODDED FOR EACH INDNIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY ME CITY SNB -OUTS SHALL CONFORM TO THE FOLLOWNG: EACH OUTLET SHALL BE SUITABLY LOCATED AT ME LOWEST ELEVATION ON ME LOT, SO AS TO SEROCE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAMS, ORNEWAYS YARD DRAINS, AND ANY OMER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER ME LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOMNG POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. EOURETS ON EACH LOT SHALL BE LOCATED WIN A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR DRAIN". THE NB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND HE SECURED TO THE STAKE. c.PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIRCATONS DESCRIBED IN CHAPTER 4 OF ME SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL CONTAIN WRE OR OTHER ACCEPTABLE DETECTION. J PRIVATE DRAINAGE EASEMENTS ARE REWIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDINOUAL LOTS 9.ME APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WIN RESPECT TO THE URLIRES (E.G. POWER, GAS, TELEPHONE, TELEVISION). L ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY ME LOT HOME OMER. 9 STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDINGS FOUNDATIONS EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES BROODED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION CHECK VALVE 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 ME MOISTURE CAPACITY OF ME SOIL, OR, AMENDED SOIL SHALL BE ADDED TO MAINTAIN ME 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 OBLIGARON AND/OR LIABILITY CONNECTED NTH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROWOED DURING CONSTRUCTION 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BROODING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS AND ANY OTHER NEEDED ACTIONS TO PROTECT ME LIFE HEALTH, AND SAFETY OF ME PUBLIC. AND TO PROTECT PROPERTY IN CONNECTION WTH ME PERFORMANCE OF WORK COVERED BY ME CONTRACT. ANY WORK WHIN THE TRAVELED RIGHT OF WAY MAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REWIRE 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 APPLE 27. PROJECT LOCATED WTHIN ME AQUIFER PROTFCRO4 AREA (APA) SHALL COMPLY WTH SPECIAL REQUIREMENT 0 OF ME SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECRON REGULATIONS (RML 4-3-050). BY: Date: BY: Date: BY: Date: BY: Date: A S BUILT I 1 C" COMMEM9, WHEN 1 MAJ 103.03.161 MAI - „o,,,�„ r 2 CM00MIAENIB,REMEw2 MAJ 69.23.16 MAI 5�`"s46 ASNOlED =oMW,„ °�l • CITY CF ALPINE NURSERY 09.28.15 D.R. STRONG "`°vLn i 3 10"I MA1 67.26.16 MA r ((� CONSULTING ENGINEERS P Sr"`qor l� rC N TC N C\\JJ 4 A6 -BI M 69.12.17 W ' yLR STORM STUB TABLE AND NOTES ENGINEERS PLANNERS SURVEYORS DA7UM fxEO� �- Planning/Building/Public Warks Dept. o� C18 6207THAVENUE KIRKLAND,WAB&133 NO. REVISION BY DATE .APPR U15007366 o4zsaz73oaT F4z6az7.z4z3 "W`AlV �. 18 a-42 DRS PROJECT NO. 14069 R-390034 Do - J o L0 n L0 1 J 10+00 I -- - f O II I II I I IS z L�i.1 Op__0 - p U] W o Of ES DOWN(S) OI a � Z W Z COI SEE SHEET C18 NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E. W.M. ALPINE NURSERY � r _W Z'B -/YPE I —y w A JUST RIM AND RISERS' AS 0CESSARY TO MATCH r2+oa SE 144TH ST So OSED FLOW LINE �- 13+00 IN 4.34 (MATCH FG) - -- -- /20 0 10 20 40 (S 1 INCH =20 FT. WAS — STA. 10+84.19, 1497 R - STA. 20+1522, 34.03'iW(SiR) 11NCH=5 FT. RIM J72.42 (MATCH FG) Call 2 Working Days Before Yo A Dp 811 EX 12" If 368,92 (N) IN a A11"Am EX 18" AE 368,52 (E) IN 00 EX. 18' 1£ 368.47 (W) OUT ZONAL IA ' Y SM 7THAVENUE KIRKLAND, WA Al 0425F273033 F425627.2423 im-- NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E. W.M. ALPINE NURSERY � r _W Z'B -/YPE I —y w A JUST RIM AND RISERS' AS 0CESSARY TO MATCH r2+oa SE 144TH ST So OSED FLOW LINE �- 13+00 IN 4.34 (MATCH FG) - -- -- /20 i CB 2IN 1L CAO GUT IN +97,7 BASIN STA. 0*x775, 163E R (SM.) l STA 50+36.69; TCH R (SIR) 3Tt122 RIM -iF¢ IN All 6 FC1 3]&OB (SE)NEW 12" 0/�i55Pfill lN EX IB" CPP 3]1.38 (E) IN I EX. 18" CPP 371.38 (W) OUT AB) (TO BE FIELD ADJUSTED BASED ON DRY UTILITY CONFL/CTS) OP OP - --- TELEPHONE a m I 15+00 u I o 16+00 0 L I m WIREJ DOWN(5) i I(pig)DO i 18 17 CB 19 CONCRETEIINl (SEE DETAIL, SHEET C28) I I 117 STA. 50+44.70, 12.69" R I STA. 15+22.9$ \ RIM�ii9-59 JJAM i R ]B \ 12 1E-5= ,..st,; T ,MOS (Rw� SEE SHEET C24 t � e >x m e8 h F � J 0 10 20 40 1 INCH =20 FT. WAS HORIZONTAL ApO! 94 BY; I cm COMYIg115, RENEW t BY: 11NCH=5 FT. D.R. STRONG 2 Cm WINIMI5, RENEW 2 Call 2 Working Days Before Yo A Dp 811 AS -BUILT CONSULTING ENGINEERS a A11"Am Utilities UM�x�/�ound Location Center ENGINEERS PLANNERS SURVEYORS (ID)dTtD,OR,Wll) ZONAL IA ' Y SM 7THAVENUE KIRKLAND, WA Al 0425F273033 F425627.2423 NO. REVISION 8 8fiB—HPE-Y ----- - ----------- ---I- g"61 EXLi1IN8 of AT .__.__._._... _..__.._._....._ 01 - - ------ ; 3 tvh ^ R.0.W. GEN ---.I .____._ .____-____- _-__-__-_ LF 12 19 P ix - -- ----- -------- W iii'lliT i CB 2IN 1L CAO GUT IN +97,7 BASIN STA. 0*x775, 163E R (SM.) l STA 50+36.69; TCH R (SIR) 3Tt122 RIM -iF¢ IN All 6 FC1 3]&OB (SE)NEW 12" 0/�i55Pfill lN EX IB" CPP 3]1.38 (E) IN I EX. 18" CPP 371.38 (W) OUT AB) (TO BE FIELD ADJUSTED BASED ON DRY UTILITY CONFL/CTS) OP OP - --- TELEPHONE a m I 15+00 u I o 16+00 0 L I m WIREJ DOWN(5) i I(pig)DO i 18 17 CB 19 CONCRETEIINl (SEE DETAIL, SHEET C28) I I 117 STA. 50+44.70, 12.69" R I STA. 15+22.9$ \ RIM�ii9-59 JJAM i R ]B \ 12 1E-5= ,..st,; T ,MOS (Rw� SEE SHEET C24 t � e >x m e8 h F � J fall 10+40 10+80 11+20 VER77CAL DATUM: 11+60 12+00 12+40 12+80 1. 20 13+60 1++00 1++40 14+80 15+20 15+60 16+00 NAW 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DATUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS BENCHMARK: I. CITY OF RENTON CONTROL POINT NO 2127 FOUND PUNCHED 1-1/2ft BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT ME INTERSECTION OF M£ CENTERLINE OF 14BM PLACE SE AND S£ 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852. FOUND PUNCHED 3" BRASS SURFACE DISK AT ME INTERSECTION OF THE CENTERLINE OF NE 4TH STREET AND 14BM AVENUE SE, ELEVATION = 454.769 FEET 0 10 20 40 1 INCH =20 FT. WAS HORIZONTAL ApO! 94 BY; I cm COMYIg115, RENEW t BY: 11NCH=5 FT. D.R. STRONG 2 Cm WINIMI5, RENEW 2 Call 2 Working Days Before Yo A Dp 811 AS -BUILT CONSULTING ENGINEERS a A11"Am Utilities UM�x�/�ound Location Center ENGINEERS PLANNERS SURVEYORS (ID)dTtD,OR,Wll) ZONAL IA ' Y SM 7THAVENUE KIRKLAND, WA Al 0425F273033 F425627.2423 NO. REVISION 8 8fiB—HPE-Y ----- - ----------- ---I- g"61 EXLi1IN8 of AT .__.__._._... _..__.._._....._ 01 - - ------ ; 3 tvh ^ R.0.W. GEN ---.I .____._ .____-____- _-__-__-_ LF 12 19 P - -- ----- -------- W iii'lliT ------- ---- --- --- - ® a " ----- ---------- -------- iii - v ------------ ------_....----- ._-..._.__.._. _.._._-.._._-. _._-._._.__..._.._. EX 2_3__18"CP ®0_8-- E — — — . sO LF re" c — — — — — — — — — yl� -______ --------� _____ - ----__----___--- . _ ----- --- -- _ _ i; 1 _ _ _ _ _ r} ---- ----- --- ---- —_ — — ---- -- --EX. OO LF 18"CPP®0_348-- — — — — ---------- ---- ------i --------------------- ---- - - I --- IL L - - ---- ---------- � ' EX Ce J — B -2D TYPE 1L EX EX.RIM CB. TWE 2-4 OR378126O _ I .4 M OT IN CATCH S1N EX. 18" IE 8.52_(E)�m- E 1 NEW 12" 0 IN I2' JT6 M £X. £X. 1B" 372.51 (E) IB- 371.81 (W) IN OUT — 68.47 (W) OUT EX CB. X. IB" CPP 37.38 DO IN(AI EX 18" IE EX TYPE i RIM 3]4.40 MATCH FC X IB" CPP 37.38 (W) OUT RIM 3 T 35 (MATCH F) EX. f8" 37 EX. 18" 36 .34 (EJ IN (W) OUT EX 12- 369.30 (N) I 1B .19 X 1F" 368.15 11 IN I CB I9 CONCRETE INLET EX 11 368.15 (IN OUT EX. 41 LF i " CPP ® 01781 RIM 3i9:5l imm 12" IE 659, 9 Rg OUT120 I F JI (Al SE 1447H ST n n n b b q O N b b � n O h b 0 h b O n q h h N N N N N ry M M M � ri M e vi vi vi vi e u n n n n n n n n n h h n h h h n n n h n n n n n n h h n h n n n h h h n n n n fall 10+40 10+80 11+20 VER77CAL DATUM: 11+60 12+00 12+40 12+80 1. 20 13+60 1++00 1++40 14+80 15+20 15+60 16+00 NAW 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DATUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS BENCHMARK: I. CITY OF RENTON CONTROL POINT NO 2127 FOUND PUNCHED 1-1/2ft BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT ME INTERSECTION OF M£ CENTERLINE OF 14BM PLACE SE AND S£ 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852. FOUND PUNCHED 3" BRASS SURFACE DISK AT ME INTERSECTION OF THE CENTERLINE OF NE 4TH STREET AND 14BM AVENUE SE, ELEVATION = 454.769 FEET U77LITY CROSSING Al (X) UPLITY CROSSING. REFER TO C42 FOR DETAILS CN�CNa-IF9L7��U3/� IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTA ROY OF ME TWE I CB AND MISALIGNMENT WITH ME CURB, ME CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER STRUCRIRE AND ADEQUATE KNOCKOUT. GRAPHIC SCALE 0 10 20 40 1 INCH =20 FT. WAS HORIZONTAL ApO! 94 BY; I cm COMYIg115, RENEW t BY: 11NCH=5 FT. D.R. STRONG 2 Cm WINIMI5, RENEW 2 Call 2 Working Days Before Yo A Dp 811 AS -BUILT CONSULTING ENGINEERS a A11"Am Utilities UM�x�/�ound Location Center ENGINEERS PLANNERS SURVEYORS (ID)dTtD,OR,Wll) ZONAL IA ' Y SM 7THAVENUE KIRKLAND, WA Al 0425F273033 F425627.2423 NO. REVISION U77LITY CROSSING Al (X) UPLITY CROSSING. REFER TO C42 FOR DETAILS CN�CNa-IF9L7��U3/� IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTA ROY OF ME TWE I CB AND MISALIGNMENT WITH ME CURB, ME CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER STRUCRIRE AND ADEQUATE KNOCKOUT. GRAPHIC SCALE AS NOTEDm k I ssyIII ` A CITY OF ALPINE NURSERY �`�R RENTON ROAD AND STORM DRAINAGE PLAN & PROFILE - SE 144TH ST DATUM Date: Date: Date: Date: wrz:09.28.15 Planning/Building/Public Warks Dept. C17 BY DATE APPR P^aE^°'a° U15007366 e"17 42 DRS PROJECT NO. 14069 12-390035 0 10 20 40 1 INCH =20 FT. RECOMMENDED FOF HORIZONTAL 0 2.5 5 10 BY; NORTH BY: 11NCH=5 FT. GRAPHIC SCALE VERTICAL BY: AS -BUILT BY: AS NOTEDm k I ssyIII ` A CITY OF ALPINE NURSERY �`�R RENTON ROAD AND STORM DRAINAGE PLAN & PROFILE - SE 144TH ST DATUM Date: Date: Date: Date: wrz:09.28.15 Planning/Building/Public Warks Dept. C17 BY DATE APPR P^aE^°'a° U15007366 e"17 42 DRS PROJECT NO. 14069 12-390035 00 0 0 0 0 1 14)Q J ►I IN R M SEE SHEET C17 ' I I III r�--- 00 I I I N / I 21+20 I a VERTICAL B, TYPE 1 H 4 0 -DIRECTIONABI L VANED GRATE ` I ♦♦ �b N N STA. 23+40 e .9T2j4' L (SIR.) IR M y N / %i 21+20 I a VERTICAL B, TYPE 1 H 4 0 NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E, W.M. ALPINE NURSERY SEE SHEET C21 R(SIR') . L (SMS v LSTA E 2-48^ \ 49�17'R CKING LID lIPESa �\ +1]' L(SIR.) - - 7' F (SIF.)N J WN 76&86EASEMENT TRACTqn2ACCESS2'ACCESS Jol U EA MENT 1. 3 �4r)LF 18"' DI (P9) Cl Lr I2 LCPE — 160 TH A VE BI-DIRECTIONAL VAN 0 IMTH THROUGH CURB IN STA-21#0469; 125 '1 -'- RIM 3FB.drrJ7648 12" lE d6Rd3- (S LP. EL EV - JMW LP. STA - 21+D4.69 PN STA - 20+BS94 PN ELEV = 37a39 AD - AM Km 1&75 M A aEV - J71.02 N. P. STA - 21+5&52 PN STA = 21+61.75 PN ELEV - JN.J6 A.D. -441 K - 19.27 8&00' VC 2+00 — t-- I — 32+00 LP, EL EV - 387.38 LP. STA - 23+4065 PN STA - 23+I&IO PN EL EV - 386.70 A.D. - &00 K - 2500 / 20+60 21+20 y{ i a 32+00 LP, EL EV - 387.38 LP. STA - 23+4065 PN STA - 23+I&IO PN EL EV - 386.70 A.D. - &00 K - 2500 ETF N b / 20+60 21+20 U<£—` SONO CRADE A VERTICAL B, TYPE 1 H h -DIRECTIONABI L VANED GRATE ` WITH IRPOUG/lI/.�,CURB INLET STA. 23+40 e .9T2j4' L (SIR.) oa RIM 36+.93.W7. 18" IEd6+S3 (N) IN 3&a84'-_, w 16" IE36+.53{S) OUT JBA64 GRADE AT CRONN (ABI 1.61 _ � FROM CB 10 3 II� 49 LF 15- Dl ®x95+1[- ._..._.__._- P9) _.___-- - --------------- 4 .__.._.._-..._ ____-. _ (AB) 172 LF 1 64th ' DI ®$$BA= PB ... .._. .-_.-----._..._ SA6' r �2 LF I6' DI (PB) W W N —_ 6+00 _ — W W ETF N b d - 20+60 21+20 21+60 SONO CRADE A VERTICAL DATUM: H h Bi 4i d K oa GROIN 0 GRADE AT CRONN (ABI 1.61 FROM CB 10 II� 49 LF 15- Dl ®x95+1[- ._..._.__._- P9) _.___-- - .__.._.._-..._ ____-. _ (AB) 172 LF 1 64th ' DI ®$$BA= PB ... .._. .-_.-----._..._ 4 CB 9 TYPE 2-48" RIM 12" IE 3 77 37&48 (S) OUTJB7. W1 ROUND SOLID LOOKING RIM 3I6 -34-37a26 LID 12" IE -3653+ (E) IN JC&BD 12' IE 366.60 (N) M 18" IE 3653•h(S) OU X&86 3&&48 CB B TWE 1L RIM 363.83- 18- IEa6+-S3 16" IE36..-- N) IN 36464 S) OUTJ8484 160TH UE SE n n99LL n n n o o °' nN n^ 20+00 20+40 20+60 21+20 21+60 22+00 VERTICAL DATUM: NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DATUM. NAD 1963/91 PER CITY OF RENTON MONUMENTS BENCHMARK.• I. CITY OF RENTON CONTROL POINT NO 2127FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT WE INTERSECTION OF WE CENTERLINE OF 1467H PLACE SE AND SE. 142ND STREET, ELEVATOR = 363.697 FEET 2. CITY OF RENTON CONTROL POINT NO. 1652: FOUND PUNCHED J" BRASS SURFACE DISK AT WE INTERSECTION OF THE A. ./ CENTERLINE OF NE. 4TH STREET AND 146TH AVENUE SE., ELEVATION = 454.769 FEET. WASg P� ' I CRY COMMENTS, REVIEW I D.R. STRONG 2 CRY COMMENTS, RENEW 2 CIE 2 Worklg Days Before YWDp CONSULTING ENGINEERS a AS—BI 811 ENGINEERS PLANNERS SURVEYORS JII L d�wg�/r�o0nd L.oeatim Center (lD)dTND,ORWA) ZONALIA '�� 620TTHAVENUE KIRKLAND, WA B& 133 NO. REVISION Y 042582]3033 F4258272423 22+90 22+60 U77LITY CROSSING N07E• OUTILITY CROSSING REFER TO C42 FOR DETAILS CATCH BASIN NOTE.- IF DURING CONSTRUOPON. IT IS FOUND THAT PIPE ANGLES I BY 23+20 23+80 24+00 24+40 Q rn V H W W L/1 W W N N d L LA W Z _ J F NORTH Q GRAPHIC SCALE 5 0 10 20 40 REQUIRE ROTATION OF THE TWE 1 CB AND MISALIGNMENT WII BY NTH THE CURB. WE CITY MLL REQUIRE REMOVAL AND REPLACEMENT OF TWE 1 CB WITH LARGER STRUCTURE AND ADEOUATE KNOCKOUT. BY. 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH= 5 Fr. VERTICAL AS -BUILT BY: SAS NOTED m 4VI , �� CITY OF ALPINE NURSERY I+ RENTON ROAD AND STORM DRAINAGE PLAN & PROFILE -160TH AVE SE � DATUM Date: Date: Date: Date: Wrt:09.28.15 Planning/Building/Public Warks Dept. C18 By DATE APPPir PaaE �°°°'�° U15007366 e" to °`-a2 DRS PROJECT NO. 14069 R-390036 00 0 0 0 0 1 U) Q D J NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E. W.M. SEE SHEET C2 ALPINE NURSERY FG 372. FG 370.0 FG X374.0 CB 104 TYPE 2-4B' STA. 25+5]9], 380U"L (SRI) TA. 60+3800, 995' R (SIR.)03 ) IM�69-5F38185 / 2" I£-3864E(SW) IN .786120 r� ,�4/� _ - ° JE 36fntr(E) OUT T 10 18 RE P7 IT 3i -LP 12" LOPE P20a / 5 6 FG 370. 0\ 00 r -I V I— LLI w 2 In W W N C 19 N vil Q W Z rr J u F - Q i 1 f e � 7q k R si FG 3670 LWA CB 404TME i— STA. 27+53.83, 12 77 I 29+00 RIM �66:4A781N— _ _ i12 -IE �(N) OUT 38684 370J 0 m u xn aeiyss� DATUM -� X3]2 4 m N N OI "" 77m. FAS 08.12.17 ApO! 9fi � I Eldsma ARA GROWT FINISHED ADE AT I 7 All 2 Cm 001411411 RENEW 2 Cal z worktig Day* eetwe You oy 811ENGINEERS 3 rnoxN99K UMM UMargountl Location C ntw 00 PLANNERS SURVEYORS 3] LF JB" LOP 620]THAVENUE KIRKLAND, AAM 0425F2730M F4256272423 NO. REVISION 38 X12" LCR ®d5" (PE04 (AB) B3 LF 12" L 0.2111 PE ®4)691 __- - 304 V 172 IF 18" OI (P8) LOPE ® ° P404 83 LF 12" LCPE (P14) " LP I " LLu LCPE P404 Lu © F +O w T� Lu S) IN NE OUT CB 6. f may— — In 2-48- BI-DIRECBONAL VANED GR RIM 9694h 12" IE 12" IS STA. 25+12.96, 1141' L (SIR) WITH THROUGH CURB INLET CB 204 TME i CB 304 TME 1 RIM 06IR.26 12" IE RIM 969.9938148 a o OR ] TME STA. 25+39.20, 38.00' L (SM..) STA. 25+82.96. 121 ]' L STA. 26+66.34, 12.1]' i 9 104 TMf 2 _ . _ ....... -.. 18 '1E36363 (7)127 38381 .... ............. ..STA, -60+38.00.-8. ]6".l.(STR) __ 12" IE 12" IE RIM - 18" IS 363.67 (SE') OUT 38381 RIM 96959]8148 ...RIM�(i9:4h38125 Ip 12" IF 9' 5' (S) IN 38628 IE/E38170 12" /rv.%AJO W IE(NNINtIlULIR 18" IE (E) OUT 18" 1E953d.P(NW IN3838I 12" /E 3Eh3a-(NE) OUT386ffi 12" IF 96}.�'9(N) WT 38650 18" IE96349 E OUTMI NN by'�j nQ nQ Wn brj b,�j Mp N b W H. P. ELEV - 359.88 H. P. STA - 25+3].99 Pit STA - 25+3201 PN EZEV - 37102 A.D. - -242 K=212]0 00 r -I V I— LLI w 2 In W W N C 19 N vil Q W Z rr J u F - Q i 1 f e � 7q k R si FG 3670 LWA CB 404TME i— STA. 27+53.83, 12 77 I 29+00 RIM �66:4A781N— _ _ i12 -IE �(N) OUT 38684 Kdx9�F�'P�FYSri�iBSSP�':II:4 VERTICAL DATUM: NAW 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DATUM: HAD 1983191 PER CITY OF RENTON MONUMENTS BENCHMARK: I. CITY OF RENTON CONTROL POINT NO 2127. FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT ME INTERSECTION OF NE CENTERLINE OF I48TH PLACE SE AND S£ 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 HE 4TH STREET AND 14BVi AVENUE SE, ELEVATION = 454.769 FEET 0 m u xn aeiyss� DATUM CITY OF RENTON Planning/Building/Public Warks Dept. 4 m N N OI "" 77m. FAS 08.12.17 ApO! 9fi � I Eldsma ARA GROWT FINISHED ADE AT now LSI E All 2 Cm 001411411 RENEW 2 Cal z worktig Day* eetwe You oy 811ENGINEERS CONSULTING ENGINEERSa rnoxN99K UMM UMargountl Location C ntw ' PLANNERS SURVEYORS 3] LF JB" LOP 620]THAVENUE KIRKLAND, AAM 0425F2730M F4256272423 NO. REVISION 38 X12" LCR ®d5" (PE04 (AB) B3 LF 12" L 0.2111 PE ®4)691 __- - 304 w LFI Tr LOPE ® ° P404 Xl S) IN NE OUT RIM 9694h 12" IE 12" IS CB 304YPE 1 RL7J N) OUT 3544 4 RIM 06IR.26 12" IE OR ] TME -48"L IB (N) IN 38381 (5£)QUi J1I CB 6 RIM I E 2-48" i i 9 104 TMf 2 48" ) IN 38610 WT38670 12" IE 12" IE (S) IN 386 (N) OUT 31450 RIM 98999 Is- IE 18- IF 363.6 lMIB.R5F38E1 " IS a ft ml -(S 964 "IE r19(E 38148 W IE(NNINtIlULIR 18" IE (E) OUT =81 NN by'�j nQ nQ Wn brj b,�j Mp N b W Kdx9�F�'P�FYSri�iBSSP�':II:4 VERTICAL DATUM: NAW 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DATUM: HAD 1983191 PER CITY OF RENTON MONUMENTS BENCHMARK: I. CITY OF RENTON CONTROL POINT NO 2127. FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT ME INTERSECTION OF NE CENTERLINE OF I48TH PLACE SE AND S£ 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 HE 4TH STREET AND 14BVi AVENUE SE, ELEVATION = 454.769 FEET U77LITY CROSSING NOTE.* 0 UTILITY CROSSING REFER TO C42 FOR DETAILS CATCH BASIN NOTE" 1F DURING CONSTRUCTION, IT 1S FOUND ]HAT PIPE ANGLES REQUIRE ROTAbON OF THE TYPE I CB AND MISALIGNMENT WITH RIE CURB, ME CITY WILL REWIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB MM LARGER STRUCTURE AND ADEQUATE KNOCKOUT ::::1Q New NOTED m u xn aeiyss� DATUM CITY OF RENTON Planning/Building/Public Warks Dept. ASN "" 77m. FAS 08.12.17 ApO! 9fi � I 1 cm C04ME1,118. RENEW t Nff3ilE 3"E R°"'aY D.R. STRONG 2 Cm 001411411 RENEW 2 Cal z worktig Day* eetwe You oy 811ENGINEERS CONSULTING ENGINEERSa III UMM UMargountl Location C ntw ' PLANNERS SURVEYORS m,MT.ND,OR,wA) Z"� ^ ZONAL .1V 620]THAVENUE KIRKLAND, AAM 0425F2730M F4256272423 NO. REVISION U77LITY CROSSING NOTE.* 0 UTILITY CROSSING REFER TO C42 FOR DETAILS CATCH BASIN NOTE" 1F DURING CONSTRUCTION, IT 1S FOUND ]HAT PIPE ANGLES REQUIRE ROTAbON OF THE TYPE I CB AND MISALIGNMENT WITH RIE CURB, ME CITY WILL REWIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB MM LARGER STRUCTURE AND ADEQUATE KNOCKOUT ::::1Q New NOTED m u xn aeiyss� DATUM CITY OF RENTON Planning/Building/Public Warks Dept. wv 05.23.16As 23-16 "" 77m. FAS 08.12.17 WAPPR. � I Nff3ilE 3"E R°"'aY BY DATE GRAPHIC SCALE 0 10 20 40 1 INCH = 20 PT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL BY: Date: BY: Date: BY: Date: B A S BUILT Y: Date: ALPINE NURSERY me 09.28.15 ROAD AND STORM DRAINAGE PLAN & PROFILE -160TH AVE SE " "o C19 U15007366 ."M, 19 M 42 DRS PROJECT NO. 14069 R-390037 00 0 0 0 0 1 U) Q D J SEE SHEET C19 RIM 36B36 -J50.46 18" IEd6.#6i (N) IN 36161 I8"IEr2 . (SE) OUTJ6161 9=9IB" LCPE (P7) CB 6 TYPE 2-48" BI-DIRECWAL VANED:GRATE MD -1 THROUGH CURB INLET STA. 25+39.20, 3800' IL (SIR STA. 60+38.OQ 8.76' L (SIR, RIM 389 5 9360. 46 18" IE 36349(NW) IN JnM 18" IE 36349(E) OUT &UM CB 204. TYPE i STA. 25+52,96, 12.17' Q RIM �4hTmm 12" IE 3643+(S) 1N J& 12" IE 36+ -3+ -(AE) OUT, VERTICAL DATUM: NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DATUM: NAD 1983191 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 08 IN MONUMENT CASE AT THE INIERSE7710N OF THE CENTERLINE OF 1487H PLACE SE AND SE 142ND STREET, ELEVATION = 363697 FEET 2. CITY OF RENTON CONTROL POINT NO 1852FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE 4TH STREET AND 1481H AVENUE SE.. ELEVATION = 454.769 FEET. U7ILITY CROSSING NOTE.* (D UTILITY CROSSING, REFER TO C42 FOR DETAILS CATCH BASIN NOTE: IF DURING CONSTRUCAON, IT IS FOUND THAT PIPE ANGLES REWIRE ROTA PON OF THE TME 1 CB AND MISALIGNMENT WIN THE CURB, THE CITY ROLL REWIRE REMOVAL AND REPLACEMENT OF TME 1 CS WIN LARGER STRUCTURE AND ADEWATE KNOCKOUT Cal WakYg Days Before Y9u L>b 811 UNUM Un6ergountl Loes6on C rdw 0DOTID,ORWA) NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E, W. M. ALPINE NURSERY CB 5 TME 2-48" 1 A � CB 105. TYPE I STA. 33+51.46, 21.04' R (SIR) %\\ I 1-- 8T -DIRECTIONAL VANED GRATE WN THROUGH CURB INLET STA. 61+35.6412.80"L (SM,) ' 1 STA. 61+6996. 2458'L/ \� RIM77984- (NlW) STA. 33+4226, 14.06"K 6" I£ 364;69(NWJ IN 36187 - RIM 3:B49J7255 12 IE 39J59(E) a J6E12 1 6- IF aezea{NE) IN 36826 l8" rE asaa9(W) IN 36112 I i 12" IF {SE) INJOX50 \ ra" rE 36a e9(s) Wr3611z H 12" asstsR IN 9UT367.50 \ y' —ee 205, TME 1 -- S(A. 61+93.19, 917" L . _ (p105d68.d.1J7 NW WTJ68.Bd 4 1 a v 96 LFt 12 L O d 0 -- - - 399 `73" LCPE (P6)------------ lq 1 61+ 6 o SE 145THP — IA6� 18" LOP 0 11 OP — J& +ee-!k 12.72' R I'1 I , SEE SHEET LP. ELEV - 368.50 TZ, LCPE (PT04) 102 { LP. STA = 60+21.55 PW STA - 60+23 m PW ELEV - 366.36 AA - 486 K = 1181 K-427 • mw' w �N W7 4d n STA. 60+3800, 9.95' R (SIR.) bA STA 2 +57.97, 3800 L (SIR.) CD 4 FIM 36865 STA.. h bN I2" IE d04i9(SIV) IN3B410 STA c 18- IE364:+9(E) OUTJ6410 RIMS 12� TE 33 LF 12" PE P204 18" IE 0 `T6 LF •. 18" IE p IEET C19 12.72' R I'1 I , SEE SHEET LP. ELEV - 368.50 PW aEV - J77.45 LP. STA = 60+21.55 PW STA - 60+23 m PW ELEV - 366.36 AA - 486 K = 1181 K-427 `^ mw' w �N W7 4d n b bA n F M h bN bN 0 W p 12.72' R I'1 I , SEE SHEET VCB 3 TME 2-48" 1 OROPZAi l AIN ,$TA. 33+85.86, 183§' L (SIR.) RIM. 61372 56' R (SIR.) /2" IE dbi£9-(N�) INJ66.64 / 1118" IE 362. W) IN 36260 24 IE d6 Fo (S) OUTJ6260 PN STA - 62+1113 PW ELEV - J7449 A.D. - -1.86 K=NW m PW aEV - J77.45 1 m g K = 1181 � 2a OO' 4C W7 4d n b bA n F M h bN VCB 3 TME 2-48" 1 OROPZAi l AIN ,$TA. 33+85.86, 183§' L (SIR.) RIM. 61372 56' R (SIR.) /2" IE dbi£9-(N�) INJ66.64 / 1118" IE 362. W) IN 36260 24 IE d6 Fo (S) OUTJ6260 PN STA - 62+1113 PW ELEV - J7449 A.D. - -1.86 K=NW m PW aEV - J77.45 m g PN STA -6 W PW ELEV - 37637 Aa - 245 K=MW PW STA - 83+6215 SEE SHEET C25 SEE SHEET C26 �e a� �b mob^. o� b$ iS n IB" LCPE 17 Re P6 C8 5 TYP 2-48" 8 3 TME 2-4 IM 3693PJ69, W 37117 RlM ROP CATCH BA N 99 6" IE 9(a IN,xra61 x 976' IE a (NW) IN IM aaa7, J72 6" IE 863.190 OIN 3 sfI 4712" IE B6356 (£) /N " lE d6iB6-( E) INJM64 ,N 1218" IE 36a89(Vrn " LE a6saa{) IN , W J6 1216" IF �a.69(S) Wr 4" IES. O OUT36290 NORTH IMd6456360. M 104 TYPE 2-48• CB 4 TW£ 2-48" RIM 3PP+19 2" IE 361: }Fs( W) IN J66f0 RIM 3PPrr1- 6" IF 68998 -(NE) IN 360.28 GRAPHIC SCALE 2" IE36Yr19( oIN 36410 12" 1E 36339{I1) #I X 12" IF 36�-99ySE) IN35ZSO 0 10 20 40 vR" IE 5&, "-(N) IN 111106 12" IE �(W) OUTMZ50 18" IF (E) OD 36166 1 INCH O20 FT. HORIZONTAL 0` 0 5 5 1 INCH 5 FT. VERTICAL AS -BUILT SE 145TH PL RECOMMENDED FOR APPOVAL y� a aa a BY: �Date: � b bb n a'• nn b,0 �� Qy p0 bb "' m� °' *.R '°m �8 °° ^b n� nb �� BY: Date: h ,�i ,Ory by 0 �. 0yn� Dry OOry y{ ui bu{ 1\1� n1^7�� u+1M1�� 04^j ^bl h M hvFl hF h h hi1.Ol h M M h h h h hK hF hK h� h�.7 h�.7 hF BY: Date: BY: Date: 60+00 60+40 60+60 61+20 61+60 62+00 6T+40 62+80 63+20 63+60 64+00 I C" CDMMEMIB• RENEW I MAJ 10&03.161 Ma Is✓6 w y , ALPINE NURSERY �os.za.ts 2 CITY COMMENI9• RENEW 2 MAJ 06.23.16 MAJ SAS NOTED mM • C I TY C F D.R. STRONG "`°vLP i 3 MWAR6 Ma 07.2a.16 Ma CONSULTING ENGINEERS 4 As-euLT EAs 09.Iz.n MN P YLPgor '+ R E N TC N ROAD AND STORM DRAINAGE PLAN &PROFILE - SE 145TH PL xo - ENGINEERS PLANNERS SURVEYORS DATDM I , fxEO- Planning/Building/Public Warks Dept. C20 820 TTHAVENUE KIRKLAND, WA B& 133 NO. REVISION BY DATE APPR U15007366 042582]3033 F4256272423 RWED. 20 a-42 DRS PROJECT NO. 14069 R-390038 PW aEV - J77.45 AD. - -1,45 K = 1181 2a OO' 4C b F M h h SEE SHEET C25 SEE SHEET C26 �e a� �b mob^. o� b$ iS n IB" LCPE 17 Re P6 C8 5 TYP 2-48" 8 3 TME 2-4 IM 3693PJ69, W 37117 RlM ROP CATCH BA N 99 6" IE 9(a IN,xra61 x 976' IE a (NW) IN IM aaa7, J72 6" IE 863.190 OIN 3 sfI 4712" IE B6356 (£) /N " lE d6iB6-( E) INJM64 ,N 1218" IE 36a89(Vrn " LE a6saa{) IN , W J6 1216" IF �a.69(S) Wr 4" IES. O OUT36290 NORTH IMd6456360. M 104 TYPE 2-48• CB 4 TW£ 2-48" RIM 3PP+19 2" IE 361: }Fs( W) IN J66f0 RIM 3PPrr1- 6" IF 68998 -(NE) IN 360.28 GRAPHIC SCALE 2" IE36Yr19( oIN 36410 12" 1E 36339{I1) #I X 12" IF 36�-99ySE) IN35ZSO 0 10 20 40 vR" IE 5&, "-(N) IN 111106 12" IE �(W) OUTMZ50 18" IF (E) OD 36166 1 INCH O20 FT. HORIZONTAL 0` 0 5 5 1 INCH 5 FT. VERTICAL AS -BUILT SE 145TH PL RECOMMENDED FOR APPOVAL y� a aa a BY: �Date: � b bb n a'• nn b,0 �� Qy p0 bb "' m� °' *.R '°m �8 °° ^b n� nb �� BY: Date: h ,�i ,Ory by 0 �. 0yn� Dry OOry y{ ui bu{ 1\1� n1^7�� u+1M1�� 04^j ^bl h M hvFl hF h h hi1.Ol h M M h h h h hK hF hK h� h�.7 h�.7 hF BY: Date: BY: Date: 60+00 60+40 60+60 61+20 61+60 62+00 6T+40 62+80 63+20 63+60 64+00 I C" CDMMEMIB• RENEW I MAJ 10&03.161 Ma Is✓6 w y , ALPINE NURSERY �os.za.ts 2 CITY COMMENI9• RENEW 2 MAJ 06.23.16 MAJ SAS NOTED mM • C I TY C F D.R. STRONG "`°vLP i 3 MWAR6 Ma 07.2a.16 Ma CONSULTING ENGINEERS 4 As-euLT EAs 09.Iz.n MN P YLPgor '+ R E N TC N ROAD AND STORM DRAINAGE PLAN &PROFILE - SE 145TH PL xo - ENGINEERS PLANNERS SURVEYORS DATDM I , fxEO- Planning/Building/Public Warks Dept. C20 820 TTHAVENUE KIRKLAND, WA B& 133 NO. REVISION BY DATE APPR U15007366 042582]3033 F4256272423 RWED. 20 a-42 DRS PROJECT NO. 14069 R-390038 00 NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E. W.M. ALPINE NURSERY o SEE SHEET C18 o -� I to 1 )� OR 11, TYPE i 1 1 GB IIA TYPE 2-46"6S 3 jrabB LB 13, TYPE I A �---_ _-. I II Q 00, .iJ' R ROUND SOLI' LOCK/NG LID BSN E ME 3]209 RIAM� 4 41 41+66JS 9-3T R (Sm)6o.6 ' .0 W IH THE GH CURB INLET'• .77QL 6' STORM STUB T1P 9 J6&58 6" IE36996 (S) IN RIM 3i2i3J7y$j STA. 42+09. 7,9.54 R '• q J 36&A7 i2" IES , (E) IN l2" lE46&89-(SE) INJ@979 RIM 20 --------- 19 RIM3111&J 17 JB&4712"' I£�65.-66 (W) OUT 2" 1E3 090 (E) IN ]! IF (IV OUT 78 T- 12" IE ( INJB&T .' .-- - IE£OUT 04 -- 18 17 - LF DID 06 00} 42+00 ROAD 'B" "LOPE _ 00 - - _ w02AYlLF (PTO) MI 12" LOPE (Pit) IF 12" LC E 12 43 OF 12" LOPS - • U] (P13) C / AB 2Q�C&44l 6 ( O O CB 12, TWE 1 a x $TA. 4 38.00, 91]' R R/M 3+'SH537QJ0 I- l TONAL VAN A / WfTH THROUGH CURB INLET 21 ® f' 6 Z 12" /£369:99 (E) IN M7.W 1 A STA. 41+70.69, 19.39' R (SM,) ® 18 \ (/J 12" 1£39i9B-(W) OUTM7,00 RIM 3+'4:3+31223 \ L li Z to CB 9 TWE 2-48 W/ ROUND SOLID LOCKING LID f STA. 2J+91.4$ 1213' L (SIR) (AB) W H STA. 40+12.17, 9.17 R (SIR.) RIM 3]240 6" IS 469A6 -(SE) IN 369.28 12" /E368 X (NW) OUT MAN I kal 37163 RIM 3i5d•HJ1Q18 B" lE 389.31 (N) 'I 12" IE266.64 (E) IN J65B6 6" /E 369.55 (5) I 8' lE 3]0.08 .' I e' lE 3T'A33 ([N) Q 12" IF 466.64-(N) IN MAN 6" IE 369.40 (1 I 6- E3]0.19 (w) 18" IE CUT JB146 - SEE SHEET C18 PW STA = 4J+82T1 vw A.D..D. - -AM 78 P. ELEV = L.P. =3)241 K = 15" H. H. P. STA = 1+5 TA LP. STA 42+09.37 75,00• N: 11+5211 PN STA = 4J715 PW STA = 42+5552 1 PN 4EV = J]J26 PN ELEV = J71.17 0 e A.0. = -467 A.0. = 11157 gg K= K=1&87 , w 80.00' YC 180.00' N: � b C LP. ELEV = 3]0.2] n m LP. STA = 40+30.]4 ¢ 4 PN STA =, 50 ry d 4 PN V = 3M.1 EIE A.D. = 65 .85 Q h ~ i�n N d K-42 l -- 10.°° madmd - ,�- m d d= MAX AT RQW. Ww AT CEHIIMMJFZI;ZI;0 Y RI 1E/3ANE NN_-____. - 4FR (AB) 0.61-__-_' "LCPE 0 . nIIIIIIIIIIE P13_-_ F 1 CPE PtF...j_CE1) AM 41f�(E) FROM CB 109 TO CB 6 CB 13 YPE 1 14 TWE 1 ] CB ITA, WE 2-46" RIM 31227 6" IE365KsO INJ6&59 W ROUN LID 5" lE 3 9.62 (N) IN SOLID LOCKIN 30 12" IE366E5 E) IN JM47 RIM 3]2. 3 (AB) �W}OU 04 (N) (E) IN 367.00 12" IE36B69 W) OUT 36&4] )2" IE (SE) IN 76 (11� CUT38700 Nit TYPE 2-48" 78 LAN B 12" IS (W) OUT W/ A OUND SOLID LOCKING LID RTMnFR&6FJM29 12" I -36G84 (E) IN 1 36586 fY I 46681-(N) INMAN 18" 13653♦ -(5) O TJB&M ROA " "BGRAPHIC N O F2T H •O m m n m ! �^I CC O N h m A V1 �e h N h h 4 �b CC h b O wf b ! `T b �e b� 0 b 3.A •O� b n q b •O N b b N M11 q O N m O eb ^IS O"' r I� n SCALE O h U h U h O h O h b ry hqh "1 hNh h" "h1h ✓hi^h �h ^ Nh 0 10 20 40 h h h h h h h h M h " "h 1 INCH = 20 FT. HORIZONTAL 40+00 40+40 40+80 41+10 41+80 42+00 41+40 AI0I 43+10 43+80 44+OD 44+40 0 2.5 5 10 VER77CAL DATUM: U77LITY CROSSING NI VO 88, PER CITY OF RENTON VERTICAL CONTROL. ONA UTILITY CROSSING, REFER TO Cat FOR DETAILS 1 INCH 15 FT. VERTICAL HORIZONTAL DATUM: HAD 1963/91 PER CITY OF RENTON MONUMENTS CATCH BASIN NOTE.' RECOMMENDED FOR APPOVAL BENCHMARK.' IF DURING CONSTRUCAON. IT IS FOUND THAT PIPE ANGLES REWIRE ROTATION OF THE TWE I CB AND MISALIGNMENT I. CITY OF RENTON CONTROL POINT NO 7. 212FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 gy; Date: WITH THE CURB, THE CITY WILL REWIRE REMOVAL AND IN MONUMENT CASE AT ME INTERSECTION OF THE CENTERLINE OF 1487H PLACE SE AND SE 142ND STREET, ELEVATION REPLACEMENT OF TYPE i CB WITH LARGER STRUCTURE AND = 363.697 FEET. ADEQUATE KNOCKOUT. BY: Date: 2. CITY OF RENTON CONTROL POINT NO. 1852. FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE BY: Date: C£N]£RUNE OF NE 4TH STREET AND 148TH AVENUE SE, ELEVATION = 454.769 FEET A S 8 UI L T BY: Date- VASR Qf y fi , CnY CDMMENM RENEW , MA 03.03.16 MN B NoeD µ ;;y , • CITY OF ALPINE NURSERY p�09.2B.i5 2 CITY C04MENIS, RENEW 2 Ma 0523.,6 Ma „ns Cel 2 WorI Days BOWS You Db 811 D.R. STRONG 3 M1URS CONSULTING ENGINEERS 4 A6-Buu WV 07.211.16 YN Mu EAS oe.4EAPPR RENTON ROAD AND STORM DRAINAGE PLAN &PROFILE -ROAD "B" „ wn q ENGINEERS PLANNERS SURVEYORS , r,P DA7UM Ihftlerg 1a�lee ND, LOCeR011CMtY �,MftD,OftW,l) 1 CONAL "�� 620TTHAVENUE KIRKLANO, WA B&13J fxEO- Ir T P qo r Planning/Building/Public Warks Dept. C21 IA NO. Y REVISION D�• D U15007366 M F42 042582]3033 F42562J.2423 µI� 21 DRS PROJECT NO. 14069 R-390039 z z r U W 'o a 00 0 O O O U) Q J } ry W U') ry Z Li.l Z J d Q NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E. W.M. ALPINE NURSERY Cal WakYg Day* Before Yau pb 811 UNUM Untlergrountl LoeeBon Center ODMT,tD,Oi%WA) SEE SHEET C21 i� Y:— Y:— [By AS -BUILT -- H. P. ELEV m 37A56 H. P. STA - 32+06.61 LR. ELEV = J7261 dd PN STA = 32+10 L.P. STA 30+2231 PM EL EV - 37507 PN STA >• 30+10 A.D. -516 PM ELEV J7251 K J9.29 CL AD. - 525 12500' H: K = 6.15 20.00' 1C w p w Pie i� Y:— Y:— [By AS -BUILT -- dd M 0 FROM CS 13 0 12, TYPE I RIM �3]223 TO CB 11 6" 1Ed69.46-(S£) IN JOAN IE�NIW) OUT .%& 102.08X 12" LCP£ ®654➢4 Pit CB IIA TYPE -48" W/ ROUND SOLID LOCKING LID RIM 372 53 (AB) 12" I£369.99 (SE) INJ6&76 12" 1£d6&BeUP) IN 36&]8 " IT 368.--Q _(W) 0UTJ66.78 119 M M M M M M M M M M M M M R M 30+00 30+W 30+60 31+20 D.R. STRONG r CONSULTING ENGINEERS4 - � ENGINEERS PLANNERS SURVEYORS 1 6207THAVENUE KIRKLAND, WA 9&133 NO. 042562]3033 F425,%?72423 M N V 11 -- Lu W N W W N NAND 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DATUM: HAD 1983/91 PER CITY OF RENTON MONUMENTS BENCHMARK: I. CITY OF RENTON CONTROL POINT N0. 2127. FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 1487H PLACE SE AND SE. 142ND STREET, ELE✓A DON = 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 1487H AVENUE SE, ELEVATION = 454.769 FEET. U7ILITY CROSSING NOTE.' OUTILITY CROSSING, REFER TO C42 FOR DETAILS CATCH BASIN NOTE IF DURING CONSTRUCRON, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF RIE TYPE I CB AND MISALIGNMENT WH THE CURB, RIE CITY MLL REWIRE REMOVAL AND REPLACEMENT OF TYPE I CB WITH LARGER STRUCTURE AND ADEQUATE KNOCKOUT. M N V F W W Ln W W ,n M M F N W z NORTH J GRAPHIC SCALE V 0`10 20 40 F � 1 INCH= 20 FT. Q HORIZONTAL 2 0 2.5 5 10 mmmm "mmmmmmw 1 INCH = 5 FT. 31+60 32+00 52+40 32+60 1 MAI 103.03.161 MAISJS N°�Oaeiyss� r 2 MAI 05.23.18 MAI DESI AS NOTED Z0 MAI 07. !a rry Ews oe.12.17 Mu ""' y1P T � DATUM w[o IF Nff AE REVISION BY DATE APPR P"aE '�"""°"°"'a' IMJ 21RCITY OF RENTON Planning/Building/Public Warks Dept. FAX I9121m►Lei 31AWA ROAD AND STORM DRAINAGE PLAN & PROFILE - ROAD "A" U15007366 DRS PROJECT NO. 14069 Date:- Date:- Date:- Date,- 09.28.15 ate:Date:Date:Date: 09.28.15 C22 R-390040 Y:— Y:— Y:— [By AS -BUILT -- FAX I9121m►Lei 31AWA ROAD AND STORM DRAINAGE PLAN & PROFILE - ROAD "A" U15007366 DRS PROJECT NO. 14069 Date:- Date:- Date:- Date,- 09.28.15 ate:Date:Date:Date: 09.28.15 C22 R-390040 00 0 0 0 0 1 U) Q D J NAVD 88, PER CITY OF RENTON VERT/CAL CONTROL, HORIZONTAL DATUM. NAD 1983191 PER CITY OF RENTON MONUMENT$. BENCHMARK: STA. 33+42.26, 14.06' L RIMY4B31235 H-- 12" /E 36+".44 (SE) INx7.50 12" /E36,?4p (w) WTxl.30 T ----------- STA -24------- C9 e .f.3 ds nn . \ EV 6' L 37029 (1) U W LL 33+00 _ WLLj- - - N NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E. W.M. ALPINE NURSERY SEE SHEE, L'�{p� CB 1 TYPE 2-48" SEE SHEETSEE SHEET C/ 20 FOR DETAILS STA. 35+89 01, 1171' L (SM.) RIM d46.4 J76" � "90 CH 6" IE36344 (E) IN JU42 365 ]0 I -� CB 3, TYPE 2-48" 25 12" IES ..99 (W) IN.T82a2 25 24" IE�O494 (N) IN x202 6" C 36366 (E/ STA. 33+8586, 1836' L (SIR.) 24" IE�(SE) OUT 36202 / s 27 / Ep6 t 12" /E d6x9P(A) JIIUDW \24 lE-d6t+TP(W) 1N T 3112 1f za" 1E36fd�9 (s) our x290 1 %41F 24" LOPE (P3) 308 LF 15 34+00 ROAD Imo- _ _ 35100 �) eq. / 5 4 37301 ��. CB 4 TYPE 2-4B" - 6.6: mulif (s) z R (ST?RIM�]24T-31224 CB 5 TYPE 2-48" 1 12" IE�(W) INJISI STA. 33+51.48, 21.04'R (STR) i 18" IE3 (N) IN x308 STA. 61+35.63, 12.80'L (STR.) -his" IE39269 (E) OUT36309 RIM � J7117 6" 1E364v99(Nw)IN36397 SEE SHEET C20 12" IE 9d3..50 -(E) IN J6347 18" IF d6d.94(W) IN 311312 LP. ELEV + 31210 18" IF 36&9P(S) OUT36312 LP. STA w 33+4567 PH STA - J3+4564 PN STA - 33+8390 PM ELEV = 37260 PN ELEV = 37260 AD. 3.93 ¢ A.D. - I.W KIDW Kw2W 20.00' VCJ 2000• VC 1¢ az a� mSO ?s x I. CITY OF RENTON CONTROL POINT NO. 2127. FOUND 35+20 PUNCHED 1-112" BRASS DISK IN CONCRETE MONUMENT 35+80 DOWN 0.8 IN MONUMENT CASE AT THE INTERSEOPON OF 36+40 x+BD THE CENTERLINE OF 1487H PLACE SE. AND SE 142ND 1, MN STREET, ELEVARON = 363697 FEET MN 2 CITY OF RENTON CONTROL PONT 140. 1852 FOUND AAs NOTED PUNCHED 3" BRASS SURFACE DISK AT THE N INTERSECDON OF RIE CENTERLINE OF NE 4TH STREET N AND 148TH AVENUE SE, ELEVADON = 454)69 FEET v UTILITY CROSSING NOTE.' w EAS W.12.17 Mu rLP 1.13 OUTILITY CROSSING, REFER TO C42 FOR DETAILS -------------- CATCH BASIN NOTE.• LA 11,E1, LLI IF DURING CONSTRUCDON IT IS FOUND THAT PIPE L13 ANGLES REQUIRE ROTATION OF THE TYPE 1 CS AND LA MISALIGNMENT WTH THE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE i OR WITH DRS PROJECT NO. 14069 R-390041 LARGER STRUCTURE AND ADEQUATE KNOCKOUT. O 0 M M v) mgmd n W z J u � Cel 2 WOHhg Day* 90" You COD 811 MUM UMargrountl Loea6on Carder 0DMT,tD,ORWA) PN STA = x+0049 PN EI EV - JN.45 AD. -240 K 5216 12500' W 24 L 12 -CPE (-102)^ -- 7 12" STA. 36+90.07, 0. 3' L a' I RlM 46409 x1 6" IE 4694♦ -(W) 1 x2 ' 77 12" IE 469-F0 6AE) U ` / I L i8 SEE STA Rim 12" 12" 18" C27 RIM 3Eh693"51 18" IE ;b 99 (E) IN 02 18" IF 36P66 -(N) OUT 0 ], 45.64" t TR.) 6&77 `(SW)361.68 / �&)x666 .LN w) IN 36666 r(E).O(LTJ6LB8 �.✓� 35+20 35+80 36+Q0. 36+40 x+BD A S BUILT BY: Date: 1, MN 103.03.161 MN �S AAs NOTED m °y", DA7UM CITY OF RENTON Planning/Building/Public Warks Dept. ALPINE NURSERY 1709 ROAD AND STORM DRAINAGE PLAN & PROFILE - ROAD "A" U15007366 28.15 12 MAJ 05.23.,6 Ma si MAI 07.2a36 My " EAS W.12.17 Mu rLP C23 -------------- T '�"""°"°""' WO 11,E1, �" 23 "4z PN STA = x+0049 PN EI EV - JN.45 AD. -240 K 5216 12500' W 24 L 12 -CPE (-102)^ -- 7 12" STA. 36+90.07, 0. 3' L a' I RlM 46409 x1 6" IE 4694♦ -(W) 1 x2 ' 77 12" IE 469-F0 6AE) U ` / I L i8 SEE STA Rim 12" 12" 18" C27 RIM 3Eh693"51 18" IE ;b 99 (E) IN 02 18" IF 36P66 -(N) OUT 0 ], 45.64" t TR.) 6&77 `(SW)361.68 / �&)x666 .LN w) IN 36666 r(E).O(LTJ6LB8 �.✓� 33+20 33+60 34+00 34+40 1 1 CITY CDMMEMIS D.R. STRONG 2 Cm �SMmm r ((� CONSULTING ENGINEERS 4 AS -611163 ENGINEERS PLANNERS SURVEYORS ` 620TTHAVENUE KIRKLAND, WAM& NO. 0425F273033 F4256272423 TYPE IL 169J6a52 E) IN 36202 ;Bf 96 (662.•�BB (N) Our J62IX NORTH GRAPHIC SCALE 0 10 20 40 mmm "I 1 INCH= 20 FT. HORIZONTAL 0` .5 5 10 1 INCH - 5 FT. VERTICAL RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY Date n,v 3f+B0 35+20 35+80 36+Q0. 36+40 x+BD A S BUILT BY: Date: 1, MN 103.03.161 MN �S AAs NOTED m °y", DA7UM CITY OF RENTON Planning/Building/Public Warks Dept. ALPINE NURSERY 1709 ROAD AND STORM DRAINAGE PLAN & PROFILE - ROAD "A" U15007366 28.15 12 MAJ 05.23.,6 Ma si MAI 07.2a36 My " EAS W.12.17 Mu rLP C23 and T '�"""°"°""' WO 11,E1, �" 23 "4z y DRS PROJECT NO. 14069 R-390041 mgmd n �d � d h GPA Ai mum. a-x1ERuxE ----------- ------------ d R.QW. caflaw -100 C1 14 ti '. 10 RIM .._...... AB,_. __.. ==4 .._.._._..__._ __.._....- 18" IE 26 F 1 " LCP _. ._ ._. _..__......__....__._.' 2173 Oa1i ._... F FROM C 6 F IO ;yam 12 DI ®-i•99h'( 101) O yp DROP CATH BASIN AND CBI 5 FR ce 104 C2 TYPE 2-4 " CB 5 TYPE RIM 89 12" IE NE) IN"..64 383416 IN l6 CB I. TYPE 2-60" .1 .TBfl 1E d63 49 -(E) RIMPbNT1.i7 24 IE W) IN x180 2a° IE (5 OUTx290 x2821 " IE36ti94 (W " IN RIM 3968 max 12" IE 36H'T(SW) IN xI.66 IE dB4r (NW) IN x397 19 LF i&06.3 x2012 IEd6h9A(N " IN 18")E eIH 4] (5) x1.66 RIM JQS) $ (E) (£) IN JU1 "LCPE ®rtf.6iA (P103) 2 IEdfib99 5 OUT " IE36bi (NW) IN x1.66 6° I A 18" IE 363x IN )6371 103 WE 1 (A6) L 24" lE�6T.3i (E) OUT x1.88 12 IE (NE) OU 99-(W) 18" IF 5q; 99 OUTx312 RI RIM )7385 14 LF 12" LCPE ® (P102) 12" IE (SW OUT BB a1 B 102 T TME 1 24" LOPE ®9?i$-(PI) x LP X18" LCPE ®BBB P /321 WET BIOFILTRATION SWALE �" 1E3 7 645t ( C 4 TYPE 2-48" 2" IEa634I- OUT OUT 1M 24" IE -;1537224 1,M 1 " IF IE a9a.34(N) IN 311301 I, " I£ 96f.9Y(N) IN )6106 IS" IE 3BP.9.9-(E WTJ630T WAD"A" brp hI� qqNN `ON 'ON "N h h °'k'i nR roR nR n n nb0b n°a �e0d albR eb0 'O bd �u!}6i b �h 33+20 33+60 34+00 34+40 1 1 CITY CDMMEMIS D.R. STRONG 2 Cm �SMmm r ((� CONSULTING ENGINEERS 4 AS -611163 ENGINEERS PLANNERS SURVEYORS ` 620TTHAVENUE KIRKLAND, WAM& NO. 0425F273033 F4256272423 TYPE IL 169J6a52 E) IN 36202 ;Bf 96 (662.•�BB (N) Our J62IX NORTH GRAPHIC SCALE 0 10 20 40 mmm "I 1 INCH= 20 FT. HORIZONTAL 0` .5 5 10 1 INCH - 5 FT. VERTICAL RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY Date n,v 3f+B0 35+20 35+80 36+Q0. 36+40 x+BD A S BUILT BY: Date: 1, MN 103.03.161 MN �S AAs NOTED m °y", DA7UM CITY OF RENTON Planning/Building/Public Warks Dept. ALPINE NURSERY 1709 ROAD AND STORM DRAINAGE PLAN & PROFILE - ROAD "A" U15007366 28.15 12 MAJ 05.23.,6 Ma si MAI 07.2a36 My " EAS W.12.17 Mu rLP C23 ewe°µV T '�"""°"°""' REVISION BY DATE APPR 11,E1, �" 23 "4z DRS PROJECT NO. 14069 R-390041 VER77CAL DATUM: NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DATUM: HAD 1983/91 PER CITY OF RENTON MONUMENTS. I. CITY OF RENTON CONTROL POINT NO 2127: FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN ITS IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148RI PLACE SE AND SE 142ND STREET, ELEVATOR = 363697 FEET 2. CITY OF RENTON CONTROL POINT NO 1652FOUND PUNCHED 3" BRASS SURFACE DISK AT RIE INTERSECTION OF THE CENTERLINE OF NE. 470 STREET AND 148TH AVENUE SE, ELEVATOR = 454.769 FEET UTILITY CROSSING NOTE.* OUTILITY CROSSING REFER TO C42 FOR DETAILS CATCH BASIN N07E• IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REWIRE ROTATION OF )H£ TWE I CB AND MISALIGNMENT WITH ME CURB, THE CITY WILL REWIRE REMOVAL AND REPLACEMENT OF TWE I CS W M LARGER STRUCTURE AND ADEQUATE KNOCKOUT Cal WakYg Days Before Yau pb 811 UMtlaa LIMargrountl Loeabon Carder ODMT.ND,Oi%WA) NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E, W.M. ALPINE NURSERY D F0 161-- - - ? _ _ 51++00 7 AVE SE LnN o-' I II w I � s W I Lti Z o ( \ Ln Lu 19 TYPE i _ _ W STA. 50+50.00, 1217' R - v) RIM di " J7176 \ CB 20 TWE 2-48� 12" IE �:.� OUTJTd08 (NN) CUT IN CATCH BASIN - W/ ROUND SOLID LOCKING CAD I I STA. 15+2y8b?232' R (SIR) 17 5TA50+1232 11.86' R (STR.}. 16 "_RIM�rTBrSi-(MATCH FG) RW J2bi2 I NEW 12" LG E-dPPBB-(5) lPp' E 3M 08 (SFFJ Y \ EX 18" CPP 371.50 (E) IN(AG) I \ EX 18" CPP 371.50 (W) OUT(A6) � I- N 0t II � y NN � uN S 1- del N a tib 00 0 [BY:— Y:— EXIe ----_- O ----------------------...0----'---- 0 .___. — rF 1f 11 PZ Q I = 0 <} / z ry UW CB 19, U ry a � Z Ld — - Z J 161ST AVE SE I Q our Tew (NO VER77CAL DATUM: NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DATUM: HAD 1983/91 PER CITY OF RENTON MONUMENTS. I. CITY OF RENTON CONTROL POINT NO 2127: FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN ITS IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148RI PLACE SE AND SE 142ND STREET, ELEVATOR = 363697 FEET 2. CITY OF RENTON CONTROL POINT NO 1652FOUND PUNCHED 3" BRASS SURFACE DISK AT RIE INTERSECTION OF THE CENTERLINE OF NE. 470 STREET AND 148TH AVENUE SE, ELEVATOR = 454.769 FEET UTILITY CROSSING NOTE.* OUTILITY CROSSING REFER TO C42 FOR DETAILS CATCH BASIN N07E• IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REWIRE ROTATION OF )H£ TWE I CB AND MISALIGNMENT WITH ME CURB, THE CITY WILL REWIRE REMOVAL AND REPLACEMENT OF TWE I CS W M LARGER STRUCTURE AND ADEQUATE KNOCKOUT Cal WakYg Days Before Yau pb 811 UMtlaa LIMargrountl Loeabon Carder ODMT.ND,Oi%WA) NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E, W.M. ALPINE NURSERY D F0 161-- - - ? _ _ 51++00 7 AVE SE LnN o-' I II w I � s W I Lti Z o ( \ Ln Lu 19 TYPE i _ _ W STA. 50+50.00, 1217' R - v) RIM di " J7176 \ CB 20 TWE 2-48� 12" IE �:.� OUTJTd08 (NN) CUT IN CATCH BASIN - W/ ROUND SOLID LOCKING CAD I I STA. 15+2y8b?232' R (SIR) 17 5TA50+1232 11.86' R (STR.}. 16 "_RIM�rTBrSi-(MATCH FG) RW J2bi2 I NEW 12" LG E-dPPBB-(5) lPp' E 3M 08 (SFFJ Y \ EX 18" CPP 371.50 (E) IN(AG) I \ EX 18" CPP 371.50 (W) OUT(A6) � I- N 0t II � y NN � uN S 1- del N a tib n [BY:— Y:— EXIe ----_- C" AT ----------------------------- ----------------------...0----'---- N d .___. — rF 1f 11 PZ I = 0 CB 19, iWE I 12" rE our Tew (NO O 20 TWE 2- 8� T IN CATCH BASIN C ROUND SOLID LOCKING LID RM�(MATCH FG) RW J78 22 W 12" LCPE INJX 06 (SE) E . 18" CPP 371. 0 (E) IN (AB 350 n n n n m D.R. STRONG r CONSULTING ENGINEERSFN30 - � ENGINEERS PLANNERS SURVEYORS 1 620TTHAVENUE KIRKLAND,, WA B&13J 042582]3033 F42562].2423 50+40 50+60 51+20 51+60 W+00 r1�n BY I DATE I APPR AS NOTED HOWMX01s657� �� DATUM Ln N U H W Lu vi W Lu Ln 6 N N L(1 LnQ H W Z J u 21RCITY OF RENTOR Planning/Building/Public Warks Dept. 4 NORTH GRAPHIC SCALE 0 10 20 40 1 INCH= 20 Ff. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL F_1I9121m►Lei ;yAWil ROAD AND STORM DRAINAGE PLAN & PROFILE -161ST AVE SE U15007366 DRS PROJECT NO. 14069 Date:— Date:— Date:— Date,- 09.28.15 ate:Date:Date:Date: 09.28.15 C24 R-390042 Y:— [BY:— Y:— AS -BUILT Y: F_1I9121m►Lei ;yAWil ROAD AND STORM DRAINAGE PLAN & PROFILE -161ST AVE SE U15007366 DRS PROJECT NO. 14069 Date:— Date:— Date:— Date,- 09.28.15 ate:Date:Date:Date: 09.28.15 C24 R-390042 00 0 O O O 1 U) Q D J 0 VERTICAL DATUM: NAW 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DATUM: NAD 1983191 PER CITY OF RENTON MONUMENTS. BENCHMARK 1. CITY OF RENTON CONTROL POINT NO. 2127. FOUND PUNCHED 1-112" BRASS DISK IN CONCRETE MONUMENT DOWN OR IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE AND SE 142ND STREET, ELEVA PON = 363.697 FEET. 2 CITY OF RENTON CONTROL POINT NO. 1852: FOUND PUNCHED 3" BRASS SURFACE DISK Ai THE INTERSECTION OF THE CENTERLINE OF NE 4TH STREET AND 148TH AVENUE SE., ELEVA PON = 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 ROTAPON OF ME TYPE I CB AND MISALIGNMENT WM THE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE I CB W M LARGER STRUCTURE AND ADEQUATE KNOCKOUT. I Cal WakYg Day* Before Yau pb 811 UNUM Untlergrountl Loeetlon Center 0D,Mf,ND,ORWA) N U \ w� W Lu N v H Lu W (n W W N O N N LnLAQ Lu H Z -i u i NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E. W.M. ALPINE NURSERY I CB 17 TYPE 1 BI- PIR \\ \ \ � L VANED N THROUGH TIONA 81OUGH CURB INLET STA. 54+70.00. 1254' R (STT.) RIM4AA61-.j/ W ST\ 6" IE�E`.✓r (W) IN m66 Da w �M,k 12- 15 .sc (S) OUT met IF I _ — — I (AB) CB B RIM 37&17 6- IE 37312 (IV ----- 6' TE 373.27 1 6- IF J7302 (Q --- 13 1 a ` _ 1� 1 m s;IS KI � M4, D323:,6 MAI 11 n IW 1 � 1 1 "" D7.M.16DFA"" RAQPO GRADE AT PROPOSED CROWN --- ----_...._-------- �YY xm Sn ' h b ""' 16 EAS W.12.17 w YLP • 54+00 Planning/Building/Public Warks Dept. �/ ewe°µVNff ._......._........_..__....._--- BY DATE APPR ----- ----- ----- ------------- --.___---0-- PRW%IMJ ------------------ 15 B 17 RIM 6" IE 12° IE TYPE 1 M68 m62 .63 (W) IN i (S) OUT ---------t 1¢ --------------- I _ — — I (AB) CB B RIM 37&17 6- IE 37312 (IV ----- 6' TE 373.27 1 6- IF J7302 (Q --- 13 1 a ` _ 1� 1 m s;IS KI � M4, D323:,6 MAI 11 n IW 1 � 1 1 "" D7.M.16DFA"" N � U ;a _._----------- _ ._.._.._.._ --- m s;IS KI CITY OF M4, D323:,6 MAI ""P "" D7.M.16DFA"" RAQPO GRADE AT PROPOSED CROWN --- ----_...._-------- �YY xm Sn ' h b ""' EAS W.12.17 w YLP "��RDI�y DATUM Planning/Building/Public Warks Dept. ewe°µVNff ._......._........_..__....._--- BY DATE APPR ----- ----- ----- ------------- --.___---0-- PRW%IMJ ------------------ B 17 RIM 6" IE 12° IE TYPE 1 M68 m62 .63 (W) IN i (S) OUT 16 ST AVE SE m ^1 N m n m n n n N n n e n n 'n n m n N n n n O n n m n ^1 m n ^1 O n n h n n m n ^1 O M h M 52+40 61+80 53120 S 60 D.R. STRONG r CONSULTING ENGINEERS4 -I� ENGINEERS PLANNERS SURVEYORS ` BM7THAVENUE KIRKLAND, WAAWU NO. 042582]3033 F425627.2423 rr�n S w SS m 35+60 N u Lu Lu Lu LT) W W N 00 O L!1 L!1 Q F N Lu J U 4A ~NORTH cQ C GRAPHIC SCALE 0 10 20 40 1 INCH= 20 FT. HORIZONTAL 0 2.5 5 10 wmmm 1 INCH 15 FT. VERTICAL BY: Date: BY: Date: BY: Date: BY: Date: A S BUILT ALPINE NURSERYa Ds.2a.,5 ROAD AND STORM DRAINAGE PLAN & PROFILE -161ST AVE SE xO xo C25 U15007366 SAV :M25 X42 DRS PROJECT NO. 14069 R-390043 �5 m s;IS KI CITY OF M4, D323:,6 MAI ""P "" D7.M.16DFA"" .� RENTON ""' EAS W.12.17 w YLP "��RDI�y DATUM Planning/Building/Public Warks Dept. ewe°µVNff BY DATE APPR PRW%IMJ N u Lu Lu Lu LT) W W N 00 O L!1 L!1 Q F N Lu J U 4A ~NORTH cQ C GRAPHIC SCALE 0 10 20 40 1 INCH= 20 FT. HORIZONTAL 0 2.5 5 10 wmmm 1 INCH 15 FT. VERTICAL BY: Date: BY: Date: BY: Date: BY: Date: A S BUILT ALPINE NURSERYa Ds.2a.,5 ROAD AND STORM DRAINAGE PLAN & PROFILE -161ST AVE SE xO xo C25 U15007366 SAV :M25 X42 DRS PROJECT NO. 14069 R-390043 r K 133R.J ' 1 RIM ;3999-31A26 ' 6" IE� (W) IN JT1.96 12- I17� (N),1N J]L4B 12" 117 i (S) OUT371.41 NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E. W.M. ALPINE NURSERY 31 L1 h CB 115 TWE I I ^ \ JU92RM 5— 9+e549.95, 1217'R 3636612" IES , (N) OUT 1co ° e; w—v u` � w u 7 w I •. I ' IF IN CS TYPE 1 I D STA. +54.79, 12. RIM 766" (W) IA 2 (N) 0 r 1 E�6499 TS) C 12" LCPE5J I Rol -37 CN) L451-` j 6%Eme..18 (w)6" E 366.13 (w) 8' K 38&01 (E) ---- I5 TYPE STA. 59+06.92, 11,39'R (SDR) t RIM 36636 366.]2 IS 12" IE Mt5, 9 (N) ffil 3W OI 12" IEd6359(S) IN38366 18" IE d6d.B9-(W) OUT 36768_ _ SEE SHEET C27 /w) W+00 DD 56+60 57+20 0 BY: Date: BY. VER77CAL O Date: I cm COMMENTS. RENEW t O D.R. STRONG 2 Cm WMMENI9, RENEW 2 cv z workYg Days eetwe rauoy 811ENGINEERS 0 CONSULTING ENGINEERS mM�.. o�1uM Uli M UM/�6r.gr�/ountl Localon C ntw I U) PLANNERS SURVEYORS p�-os.za.ts 0DWr,ND,OR,WA) Q 8207THAVENUE KIRKLAND WAM& 04256273033 F4256272423 NO. REVISION cws W.12.17 Mu """' nr DRIVING NO C26 J AT� °" BY DATE APPR P"aE 26 "42 Ln DRS PROJECT NO. 14069 R-390044 N U ry Lu W-16 STs1V°ESE —w z Lu w Ld = 56+00 O � N o_ Z Lu /N VPF Lu LF 12" (P16) LLI Z . J 0- Q r K 133R.J ' 1 RIM ;3999-31A26 ' 6" IE� (W) IN JT1.96 12- I17� (N),1N J]L4B 12" 117 i (S) OUT371.41 NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E. W.M. ALPINE NURSERY 31 L1 h CB 115 TWE I I ^ \ JU92RM 5— 9+e549.95, 1217'R 3636612" IES , (N) OUT 1co ° e; w—v u` � w u 7 w I •. I ' IF IN CS TYPE 1 I D STA. +54.79, 12. RIM 766" (W) IA 2 (N) 0 r 1 E�6499 TS) C 12" LCPE5J I Rol -37 CN) L451-` j 6%Eme..18 (w)6" E 366.13 (w) 8' K 38&01 (E) ---- I5 TYPE STA. 59+06.92, 11,39'R (SDR) t RIM 36636 366.]2 IS 12" IE Mt5, 9 (N) ffil 3W OI 12" IEd6359(S) IN38366 18" IE d6d.B9-(W) OUT 36768_ _ SEE SHEET C27 /w) W+00 56+0 56+60 57+20 ASN BY: Date: BY. VER77CAL DATUM: NAW 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DATUM: HAD 1983/91 PER CITY OF RENTON MONUMENTS BENCHMARK: 57+60 56+00 56+0 L CITY OF RENTON CONTROL POINT NO 2127. FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT ME INTERSECTION OF TI/£ CENTERLINE OF 148TH PLACE SE AND S£ 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 HE 4TH STREET AND 1411TH AWNUE SE, ELEVATION = 454.769 FEET 56+60 W+20 W+60 60+00 60+0 60+60 U77LITY CROSSING NOTE.• OUTILITY CROSSING, REFER TO C42 FOR DETAILS CATCH BASIN NOTE.• NORTH GRAPHIC SCALE 0 10 20 40 1 INCH= 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REWIRE ROTA LION OF THE TWE I CS AND MISALIGNMENT NTH THE CURB, TI/£ CITY MLL REQUIRE REMOVAL AND REPLACEMENT OF TWE I CB WIN LARGER STRUCTURE AND ADEWATE KNOCKOUT. A S BUILT ASN BY: Date: BY. Date. ApO! 9fi Date: I cm COMMENTS. RENEW t D.R. STRONG 2 Cm WMMENI9, RENEW 2 cv z workYg Days eetwe rauoy 811ENGINEERS CONSULTING ENGINEERS mM�.. o�1uM Uli M UM/�6r.gr�/ountl Localon C ntw ' I PLANNERS SURVEYORS p�-os.za.ts 0DWr,ND,OR,WA) ZONAL Imo% "`� i� 8207THAVENUE KIRKLAND WAM& 04256273033 F4256272423 NO. REVISION cws W.12.17 Mu 56+60 W+20 W+60 60+00 60+0 60+60 U77LITY CROSSING NOTE.• OUTILITY CROSSING, REFER TO C42 FOR DETAILS CATCH BASIN NOTE.• NORTH GRAPHIC SCALE 0 10 20 40 1 INCH= 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REWIRE ROTA LION OF THE TWE I CS AND MISALIGNMENT NTH THE CURB, TI/£ CITY MLL REQUIRE REMOVAL AND REPLACEMENT OF TWE I CB WIN LARGER STRUCTURE AND ADEWATE KNOCKOUT. A S BUILT BY: Date: BY. Date. BY: Date: BY: Date: Ma 03.03.16 MAI a SisINI)6;y,,,, SAS NOTED mM�.. o�1uM CITY OF �+ RENTON Planning/Building/Public Warks Dept. ALPINE NURSERY ROAD AND STORM DRAINAGE PLAN & PROFILE U15007366 -161ST AVE SE p�-os.za.ts 0 05.23.16 MAI „ `"°;,` MAI 07.2a36 rry " cws W.12.17 Mu """' nr DRIVING NO C26 ewe°µV AT� °" BY DATE APPR P"aE 26 "42 DRS PROJECT NO. 14069 R-390044 00 0 0 0 0 1 U) Q J z ry r Lit w U7 'o ry a � PAV IN Cal WakYg Days Before Yau pb 811 UNUM Untl/�er.grountl Loeaaon CeMx 0DMr,,1D,ORWA) NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E. W.M. ALPINE NURSERY .781.02 3noo IAOILF 18" Dl 0- 381AW 381.86 MEW MEW SEE SHEET C26 10!00 10+b 10+w 1/4'28 VER77CAL DATUM: NAV) 88, PER CITY OF RENTBN VERTICAL CONTROL. HORIZONTAL DATUM: HAD 198JI97 PER CITY OF RENTON MONUMENTS 1. CITY OF RENTON CONTROL PUNT NO 2127FOUND PUNCHED I -I/2" BRASS DICK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT NE 1NTFRSEC7IBN OF WE CENTERLINE OF 148TH PLACE SE AND SE 142ND STREET, ELEV4770N = 363.697 FEET. 2 CITY BF RENTON CON7ROL PUNT NO 1852, FOUND PUNCHED 3" BRASS SURFACE DISK AT ME INTFRSECPON BF ME CENTERLINE OF NE 47H STREET AND 14881 AVENUE SE.. ELEVA71011 = 454J69 FEET D.R. STRONG r CONSULTING ENGINEERSFN30 -I� ENGINEERS PLANNERS SURVEYORS ` 820 TTHAVENUE KIRKLAND, WA B&IUJ 0 425 827 3033 F4256272423 ROMP BY I DATE I APPR 11+w 12400 12410 U77LITY 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 CS AND MISALIGNMENT WIN THE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE I CB NTH LARGER STRUCTURE AND ADEQUATE KNOCKWT. AS NOTED HOWWX01s;,y", �� DATUM T 21RCITY OF RENTON Planning/Building/Public Warks Dept. NORTH GRAPHIC SCALE 0 10 20 40 1 INCH= 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL BY: Date: BY: Date: BY: Date: BY: Date: A S BUILT ALPINE NURSERY a 09.28.15 3l0370 EX TING GRADE A FINISH& GRADE AT--------- ----- ST M CENTERLIN STORM ENIERLINE --" FROM CB 15A AN _....._ B 115 255 IF 18" LC DE ®d-kiW (P O 360 CB 14 TYPE IL CB RIM 15, TYPE 2-48 RIM a6+°.�38a52 E66dE f8" IE262.96 (E) IN 18" IEd69B6 (N) OUT Lyx 2 12" 12" 18" /E�6335Y(N) 1Ed63.i�1 (S) I /E 463439-(W) .TB .78 UT i33$ -(P14 CB 1 T1PE RIM 66 56 12" 117 b (SW) IN 18" IE�(S) IN 24" IE(NW) IN 7RACT "B" 24" IES.." E OUT 0 h b h q K b h q K b h N N b h N h a V b h 0 N b h q K b h q K b h N N b h n h b T b h h 0 b h N N b h 10!00 10+b 10+w 1/4'28 VER77CAL DATUM: NAV) 88, PER CITY OF RENTBN VERTICAL CONTROL. HORIZONTAL DATUM: HAD 198JI97 PER CITY OF RENTON MONUMENTS 1. CITY OF RENTON CONTROL PUNT NO 2127FOUND PUNCHED I -I/2" BRASS DICK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT NE 1NTFRSEC7IBN OF WE CENTERLINE OF 148TH PLACE SE AND SE 142ND STREET, ELEV4770N = 363.697 FEET. 2 CITY BF RENTON CON7ROL PUNT NO 1852, FOUND PUNCHED 3" BRASS SURFACE DISK AT ME INTFRSECPON BF ME CENTERLINE OF NE 47H STREET AND 14881 AVENUE SE.. ELEVA71011 = 454J69 FEET D.R. STRONG r CONSULTING ENGINEERSFN30 -I� ENGINEERS PLANNERS SURVEYORS ` 820 TTHAVENUE KIRKLAND, WA B&IUJ 0 425 827 3033 F4256272423 ROMP BY I DATE I APPR 11+w 12400 12410 U77LITY 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 CS AND MISALIGNMENT WIN THE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE I CB NTH LARGER STRUCTURE AND ADEQUATE KNOCKWT. AS NOTED HOWWX01s;,y", �� DATUM T 21RCITY OF RENTON Planning/Building/Public Warks Dept. NORTH GRAPHIC SCALE 0 10 20 40 1 INCH= 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL BY: Date: BY: Date: BY: Date: BY: Date: A S BUILT ALPINE NURSERY a 09.28.15 STORM DRAINAGE PLAN & PROFILE - TRACT "B" C27 U15007366 '"" 27 42 DRS PROJECT NO. 14069 R-390045 H W K a 00 0 O O O 1 U) a J 1R w M ..d w Z J n Q NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E. W.M. ALPINE NURSERY WET BIOFILTRATION SWALE 6O'---4,a-18O.• 6.0' M I WET B10FIL7RATJON SWALE CROSS SECTION Is NTS NOTE.• WET 910FILTRATION SWALE PLANRNG PER LANDSCAPING PLANS AND KCSWDM, SEE THIS SHEET. Cal Waking Days Before Yat pb 811 UNUM Ihatlerground Location Center ODMT,ND,Oi%WA) D.R. STRONG r CONSULTING ENGINEERSFN30 •I� ENGINEERS PLANNERS SURVEYORS ` FMTTHAVENUE KIRKLAND WARRIt 042562]3033F4258272423 rf7a7GiCdJ hV1010 Soil AmenCment 1. Two iacbe; bounimm) of well -rotted compost sball be tilled into the advice Image treatment area to amend the topsoil unless the sod already has an organic content of 1 percent or greater. This applies to bothull soils as inches sandy mils. In venni coarse soils (gavels or comsa), tap soil must be imported and minded to the required orgmic consent. a) Compost must be ufied into the wdalying native soil to a depth of 6 wither to pieces( the compost from being washed am and to avoid creating a defined liver of different soil types that can prerm downwad percolation of wan. b) Compost shall int column any saw dust. maw, grew or order- composted organic matter. of tonic or otherwise harmful materials. c) Compost shall int conte mantenlired murine because it can [each fecal coliform bacteria into receiving waters. 2. SOD or sod wild a day content of greater than 10 percent should be avoided. If there is cancan for matamaauon of the underlying gmuodwata, the swale bottom shall be Ivied with a treatment liner to prevent groundwater conmmination. See Section 6.2,4 (p. 623) for demfls on treatment laws options. KCSWDM PLANTING REQUIREMENTS FOR WET BIOFILTRATION SWALES mthu becauwofitstm&mywspread_ Natweplmtspecur(egArnmkmean )arepreferted. N hate: These recommendarrans arefor the Eing Comp' arca. ffthsse destgau are useda milia arses py,I lacer] bmwlesige should be used to tailor rhue recommendariom to local cons idols. }" DIAMETER SMOOTif — BARS EQUALLY SPACED (4" O.C. MAX) AL PLAN VIEW LOWER STEEL BAND }" X 4" WIDE FORMED TO nTIN GROVE OF OR RISER 24" SEE UPPER STEEL BAND }" X 4" WIDE TYPE 2 CB. A I DETAIL HOOK CLAMP N 5. Sod maybeused asa[empormy ewer during thewet season mreseeded lien saddedas mustbe with suitable grass seed core as soon as the weather is conducive No seed gemination unless to sod is grownhomamedmix Fusible for the wetter conditions of a biofiltration swat. Sodmmstbe removed ormtotilled wo the tWedywe mJ before reseeding. Catena 4l and 2 above for seeding NOTES shall then be followed Planting Requirements Some as for baric biafdmation malas (am page 6-477 exec[ fordic 611owing imaginations: 1. A4v ofacrepnble planlsxiW�mded Rrtmg is Oven in Mable 6 l 2 AIp.6-5I). to Downs, a u best to viamtevml comet b io onme the 44elihood 7Lat a hent Wine of the ack tad apcim rill Cud ®axio5 caodJiays Gt'mable. _. AwttlamuMmmmavee.ppbasq e)eW.--•..g.wt.fao<mape Is poor, plmbnp ofmoumce or mirent stoc4 u mpuued Pw eoeetwe u conudemd robe rime leas 30pffeembaae room (trough thereper 2 5 of the male mor Imuweeks. TABLE 631A REC01fllE'IDm PLiVIS FOR wETBIOFLLTR{TIDE Sw:{IS Planting Requiremam sclentmcname spaces Ion comer) L Grass shall be established throughom the entire meatxm area of the swale subject U, the following AWecurva emormis seed provisions: aKp.mm7s mommmwa soon a) Seeding is best performed in spring (mid-March to fame) or fall (hare Sep ember to October). For EkoWm app, 4awha sumer seeding. sprinkler systems an other measures for wmerag the gess seed mustbe corm mnsam 6aiemw� Prov{dol. cawdwa B:ms III Seed may, be applied ria hvdmwed gerr broadcast apphomon. Come No aaaaFa. c) Irtigau se is required during the fust summer following installation if seedling occurs m spring or cycemccoaenm area summer. Swaks seeded in the fall may not need irngatina However the maintenmce and defect Hokua moXu mud financial guarantee will not be released unless a healthy grass cover is eselthshed Therefore. Jencus toruis 6iFtlea site P" should address the owed for smatters or othermeans of miganom Rrrrppa aaotoNcmaauatloaa 12 mNw 2. Swale treatment areas are subject to both dry and wet conditions, as well as accumulation of sediment Comorme W" emox 6 K lid debris A miahue ofdry-mea slid wet -ern grass species that ren cmiwa W Brox' through silt Snryus mitts 6MFn deposit is most effective. Two acceptable grass seed mixes for the Ring Comer arca arc listed in scows moccomarm 121ncMe Table 6.3.1.0 (p. 648). The maims stall be applies throughout the &wile in the treatment area at a rate of 80 pounds per arae. As On altemata a to them mixes, a horticultural or erosion control specialist may develop aimed specificationtiloredto the site Table6.3.11)(p b-M1S)lists gasses or other plants particularly tolerant of wet conditions. Some of them seed types, however. may int be commercially available. 3. A Newly contractual swale shill be protected from siormwater flows until grass has been established This may be done by diiestmg flows or by covering the swale bottom with clear plsstic untilthegassiswefirocted If these actions are not feasible. an erosion control blanket didlbe placed over the freshly applied seed mix. See detazhed Appeal¢ D. ESC Smirched&, for details on 1441. erosion control blankets. SMOOTH tV 4. Abort the design treatment elevation. either a typical lawn seed mix or landscape plantsmay be VER nCAL BARS (••) used. Howeverfor swaks alm used 0 convey high flows, consideration shall be given ionic soil bindiogcapadryofthevegmauon. Acceptable grosses and gromakovers impreuntedin LU Table 6.3.1E (p. 6-59). Plmt material other thm that oiTn in &e tble m y beuwd if the swale is HqCLAMP I privately maivwnedaudthe plant selected will not spread Leta to swale trntmed area_ Ivysha0 ORED TO C.B. RISER mthu becauwofitstm&mywspread_ Natweplmtspecur(egArnmkmean )arepreferted. N hate: These recommendarrans arefor the Eing Comp' arca. ffthsse destgau are useda milia arses py,I lacer] bmwlesige should be used to tailor rhue recommendariom to local cons idols. }" DIAMETER SMOOTif — BARS EQUALLY SPACED (4" O.C. MAX) AL PLAN VIEW LOWER STEEL BAND }" X 4" WIDE FORMED TO nTIN GROVE OF OR RISER 24" SEE UPPER STEEL BAND }" X 4" WIDE TYPE 2 CB. A I DETAIL HOOK CLAMP N 5. Sod maybeused asa[empormy ewer during thewet season mreseeded lien saddedas mustbe with suitable grass seed core as soon as the weather is conducive No seed gemination unless to sod is grownhomamedmix Fusible for the wetter conditions of a biofiltration swat. Sodmmstbe removed ormtotilled wo the tWedywe mJ before reseeding. Catena 4l and 2 above for seeding NOTES shall then be followed Planting Requirements Some as for baric biafdmation malas (am page 6-477 exec[ fordic 611owing imaginations: 1. A4v ofacrepnble planlsxiW�mded Rrtmg is Oven in Mable 6 l 2 AIp.6-5I). to Downs, a u best to viamtevml comet b io onme the 44elihood 7Lat a hent Wine of the ack tad apcim rill Cud ®axio5 caodJiays Gt'mable. _. AwttlamuMmmmavee.ppbasq e)eW.--•..g.wt.fao<mape Is poor, plmbnp ofmoumce or mirent stoc4 u mpuued Pw eoeetwe u conudemd robe rime leas 30pffeembaae room (trough thereper 2 5 of the male mor Imuweeks. TABLE 631A REC01fllE'IDm PLiVIS FOR wETBIOFLLTR{TIDE Sw:{IS common name sclentmcname spaces Ion comer) SMnawnbgml AWecurva emormis seed Wierm:<an aKp.mm7s mommmwa soon Spoke Fish EkoWm app, 4awha sWaao moor corm mnsam 6aiemw� smn.m..dm. cawdwa B:ms Seem, Come No aaaaFa. Wenam sometimes cycemccoaenm area VeNsoper, Hokua moXu mud Seem Fort Jencus toruis 6iFtlea Wa:ertFeW Rrrrppa aaotoNcmaauatloaa 12 mNw WaxrwF9M Comorme W" emox 6 K Hartshorn Wlwh Snryus mitts 6MFn smal4tmhed sulnan scows moccomarm 121ncMe ' 6mLlmirea N'annks with sge mann sensors oNbw, mtlF as Nix misnomers ora Leve 2 as 3 worn" marry over caws (Tssha he"o) 7s not eppmtnemmrmaalwxea seaeeceme wan mya,me ,no I mvngemir none ninemmoms; mmerwren 6asnomoment ire cram, BY I DATE I APPR AS NOTED ��SCALE ADDORDINGLY 15- (THe) SEE NOTE I 4 HOOK CLAMPS EVENLY PLACED SEE DETAIL BELOW ALUMINUM OR ALUMINIZED STEEL (TYP.) PROWDE MAINTENANCE ACCESS BY WELDING 4 CROSSBARS TO 4 VERTICAL BARS AS SHOWN HINGE UPPER ENDS WIN FLANGES/ BOLTS AND PROVIDE LOCKING MECHANISM (PADLOCK) ON LOWER END LOCATE STEPS DIRECTLY BELOW, PAD LOCK TO BE PURCHASED AT TRE CITY OF SAMMAMISH. }" DIA. SMOOTH ROUND BARS WELDED EQUALLY SPACED. BARS SHALL BE WELDED TO UPPER & LOWER BANDS (24 BANDS EVENLY SPACED SEE NOTE 1) SEC77ON A—A RIM EL. 36b00 EPDXY COA70 STEEL STEPS OR LADDER t. DIMENSIONS ARE FOR ILLUSTRATION ON 54" DIAMETER CB FDR DIFFERENT DIAMETER CB•S AD.AIST TO MAINTAIN 45• ANGLE ON "VERTICAL" BARS AND 7" OC. MAXIMUM SPACING OF BARS AROUND LOWER STEEL BAND. 2. METAL PARIS MUST BE CORROSION RESISTANT. STEEL BARS MUST BE EPDXY COATED STEEL. 3 THIS DEBRIS BARRIER IS ALSO RECOMMENDED FOR USE ON RIE INLET TO ROADWAY CROSS—CULVERTS WIN 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—WAY, BIRDCAGE DETAIL (KCSWDM FIGURE 5.3.1.C) 77LL LINER NOTE: (KCSWDM 6.24.1,) O COMPACTED TILL LINERS 1. Tircr bushe ss sLillbe lB wilier after mmpacma 2. Sodahalibemmpreted to 95'S minmlmdry density,modifiedproctormethod(ASTMD-1550. 3. (Ixl evtdepthaalso be w>ilieu o retardWe and 2. avmen24a 10'Lerhm pv mimtlm (1 a 10` �/s) may also be red a heir of Cnkrw l and 2. 6 Sailshomdbepkc m6Lec hN 5. Soils may be used that meet the following gradation. Bievesire Pemenl Pesalal 61nds 100 4 inch 90 w To - loo all 20 -100 CITY OF RENTON Planning/Building/Public Warks Dept. 6 NORTH GRAPHIC SCALE 0 5 10 20 wmmm 1 INCH = 10 FT. BY: BY: BY: AS -BUILT BY: ALPINE NURSERY WET BIOFILTRATION SWALE DETAILS U15007366 DRS PROJECT NO. 14069 NTS — Date: — Date: — Date: Date: mn09.28.15 FI FIVE m mnC29 m 00, 29 42 R-390046 00 0 O O O 1 U) Q J z ity rL1 w LU7 'o CY a � ►I IN *FOR BIRDCAGE DETAIL SEE SHEET C29 NORTH EMERGENCY OVERFLOW SPILLWAY (NMTAW NTS COMPACTED SUBGRAD£ ACCESS ROAD CROSS SEC77ON POND WALL TO BE DESIGNED AND SUBMITTED UNDER SEPARATE BUILDING PERMIT CN 2 Wakgg Days Bafxe Val pb 811 UNUM Undl/�erg�/�and Location Calix NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E. W.M. ALPINE NURSERY FIGURE 5.3.1. C) T.4111141.2.2.A RocA7R0TECTIONATOUTE91.Ls Discharge galodity, REQUIRED PROTECTIOR at Design Flow ibal Greiner Leasthan Minimum Dimensiunam TE THIS SHEE Man orequal to GR_ rX - TWa TnbkrMa andth Length "eight a 5 Rwr4 aan1al 1 ba Manager a reek crown WALL OP EL. 363.00' ♦6hH M ♦1bst SURFACE EL. e x homeless, _.. ._--- -------- __-_.._.__. PpVO EX. GRADE WIIitlleMra _..... INLET Et MAX. M ry 45&66' ING EL.iii greater 1-46" 5 10 RWWM 3kN Leveler 12 kH Crown J�S0 it -- iEMERGENC — • 61ee1• 33'3850 1 ted 28' 4 4 damages, u1 _ -- - N --5-- — — 3 Mnages, wnahevera ----- ---- ---- s whiaavera greater meter `�� 1D n Doran As squhea As squared As required Cmwn %Rall N DESIAMRU . t bot 20 NA engineered --- J, d sapaier required nl These urge assume that emsien is dominated my aullell real M many cases doing will the governed by coodibons in me retelling waters. Pi Rack lining shall he qua" %Pala with grader n as tabes: PasAng 8-k¢h square wave'. 100% () JSf Pacing }inch square wave'. 40 to 60% maximum Paling Ili square sieve: 0 b 10% maximum An mines shell be rea^sarl well graded MM badodon as follows: Model sone sre: 24 inches (nominal diameter) Medan sone sure: 16'nows stratum alone sem: 4 inches Ntle'Raxep smrq governed by suds gapes on ovGer channel is assumed to An appmximamix 3:1. OUTFALL PR07EC77ON SIZING F SEE WALL AR TE THIS SHEE GR_ rX - AB] ._-__ ------ -- 2" FR EBOARO (Ai OVERFLOW £L. 635 S— 370 v WALL OP EL. 363.00' Y OV£RROW E DESIGN WATER .j62. ]5 -- (AbI _ SURFACE EL. _.. ._--- -------- __-_.._.__. PpVO EX. GRADE _..... INLET Et MAX. M ry 45&66' ING EL.iii CB 11 T 1-46" 1 4' 1---- TOP FREEBOARD E. J�S0 it -- iEMERGENC — OVERFLOW EL. 33'3850 75 28' 4 JEEBOARD u1 _ -- - N --5-- — — PRIMARY O RNAs ---- ROW R. 362. ----- ---- ---- s `�� /M --- N DESIAMRU ASRFACE EL. 36.00' --- J, POND () JSf BOTTOM LA . 00MAX,- 4' OF VOLUME 192' INN W N O h o' N "n N N N N b on VI N N O h IN 4 h h h h h h h h h h h h h h 0+09 9+79 9+59 1+20 1+60 1+00 D.R. STRONG r CONSULTING ENGINEERSFN30 ENGINEERS PLANNERS SURVEYORS ` 620 TTHAubsul KIRKLAND, WA Al 04256273033 FAer8272423 GRAPHIC SCALE 0 10 20 40 WMME 1 INCH= 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL BY I DATE I APPR "1+49 AS NOTED m 4VIasI �IF NOW ME HCH your ACCORDINGLY � DATUM EMERGENC PRIMA „ CITY OF was� RENTON Planning/Building/Public Warks Dept. 0+00 0+40 04,90 SEC77ON B—B BY: Date: BY: Date: BY: Date: A S BUILT BY: Date: ALPINE NURSERY wreDs42a.t5 ands POND CROSS SECTIONS & DETAILS a Cao U15007366 R 30X42 DRS PROJECT NO. 14069 R-390047 SEE WALL AR TE THIS SHEE GR_ rX - AB] ._-__ ------ -- 2" FR EBOARO (Ai OVERFLOW £L. 635 S— — +-- v WALL OP EL. 363.00' Y OV£RROW E DESIGN WATER .j62. ]5 -- (AbI _ SURFACE EL. M7.99 PpVO IA916" TTOM EL 357 INLET Et MAX. M ry 45&66' ING EL.iii CB 11 T 1-46" 1 4' PRIMARY C RIM xfRaObf BIROG W GE I aUME 12" IF all (SW) OUT 312 75 28' 4 u1 N ✓I h b h VI h 0 h b h 0+00 0+40 04,90 SEC77ON B—B BY: Date: BY: Date: BY: Date: A S BUILT BY: Date: ALPINE NURSERY wreDs42a.t5 ands POND CROSS SECTIONS & DETAILS a Cao U15007366 R 30X42 DRS PROJECT NO. 14069 R-390047 00 NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E. W.M. 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D > I,� f5 ©SEWER J I 8" IE OUT�fiRBP (IN JMIJ 1`51 it RIM 13 637. %D.StI_ I I FC 380.0 I �T - 18 14 - I 12 m O EASEMENT Q 6 FG 3]$!5 8• IS OUT �_ 0 fG J770 A FG 378.5 13 I �\ ^ FG 378.5 I ACT M e m 380 3]6 I I 3]e { 380 `v 304 3]4 J]B376 374 372 " 1II ��� I H \ \\\ SSMH la _____ I (• �` o 3 A. 62+0026 3>6 STA. 35+35.63, 463' L XH-I-- I,f I I w£R .3741 RIM 3.97 -4 O4 RIM 3 aes _ I SPIT Sn M I i sme rrP. 3E67 6- lE IN asba+-(N) " �4e" IE OUT�e-�(s)-�(5) e M Q II JB67 a- IE IN Mss.6r[s,E) m I I 19 >ex a" IS ourarsdt (w) ti 25 26 2T11 III I FG 3]5.0`. 21 22 i 23 24 l\ i�'� FG 3]30 FG /�)�L5AE J6'�.Ny�g?�OS SSMH 6 FG 3]3.0 - FG 375.0 \ \ SS CLEAN T `J LJ L h (FP 3]5,0 .I ED STA. 41+59.00. 334' R FG 3]5.0 _ --_`_- 141 SLA. 34+° ]]=3 44" L / ^ STA 30+03.34, 6.00'L _ RIM 3a3B��77E Z RIM IN 46 j F6 I p}I 8• I£ -OUT 38749 N A) 5' PRIVATE M%R i i ti Il.o-! 8 I IN 46 , (5;E) el I �` o - ----_ ESEMENr - 'S I a' IE our�64-r w) aT -_T ILI 3 III 32+00 86 LF 8" VC O LF 8 � 35+°° h O S I 20 --_ ° ROA 3J+oo 3a+o0 ' FG 374.01 3 �. z I �A 55MH 1 -SSMH 3 / �� I I - 1 ( \`. S g4af1+]6.03, 60D' L STA. -61+2130 S CLEANOUT q{q _ ------- e Isw I y 37420JtI 3PF3f RIIA 9P:9PJ1215-'"-' STA 61Art +2L3Q 40.8]" ' PRIVA IS SEI4£R ! IDE SEWER FORCEMAIN: - _ / r -' JB6 (g E)6" IE IN ___.._.. __, + RIM`3i4-5B J7LM - / I 38&42 B /E OUTd6'fir5: (N 8" rE IN 366+1-(SE)J56 'm EAfEMENT SEE DETAILS, SHEEr 551; CONNECT TO EX SSMH 55MH I)_ B" IS OUT .J�Z00 (N) ) / IF— e" rE OUi�6639 (w),>d8,1 ! sRR ST(/B STA J6+Q0, 4. L , STA. 10+58.89, 515' R I I STA. 40+04.1], 334 R 2 �• 5 ' 6 l/ 7 STA. 20+OS 22. B 85' L I STA 21+85.59, 4 I ]' G 11 _ - 3 - 4 : - RIM 39&9337278 I RlM 91ror7`J7a57 / FG'3]4.0 FG 3]20 ppI FG 3]0 0 FG 0.0 8• IF IN 96:59(S)38288 I 8• IS IN (5. E) .183 !� __iAofG 3]30 _ FG 374.0 FG 3740 b P I I 8 Q E OUT, 10" IF IN 36256 (N) 8• IE DUTMd399(N)3C361 m ' STASSM60+04.17 I FG ]° m c\ 12" IF IN J624B (W)� III TRACT 11An \\ m m STA 25+4]96, 4,17' L - �' /V I 12" IE OUT 362.46 71 (E) I RIM 3693148277 / o J I / III \ 57 370 3]2 .. - ad9LF 8" P✓C36 '_ \ .QFI'., I'•-'; LF 8• PVC C-9 -Y U77LITY CONFLICT NOTE: DRY SEWER NOTE- SEWER STUBS SEWER STUBS S7fI,R9/ AB E AT MAN AB LOT STA1101 AB E AT MAN AD LENOIN EIDE AB SLOE tyAB FO THE CONTRACTOR SHALL BE RESPONSIBLE FOR VER"NG THE LOCARON, DIMENSION, AND DEPTH OF MANHOLES 11-15 AND ASSOCIATED STUBS ARE INSTALLED FOR FUTURE USE ONCE DOWNSTREAM 1912 ALL EXISTING URLITES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION THIS SHALL INCLUDE CONNECTION IS AVAILABLE 38050 1 f+df-O+BJ 35544-.78548 445 3626] �+.4-J- 482 _37300 2 -Mod-1117 Rflp z JSSp4 445 9638:36921 -9;p E35 T4 00 CALLING UTILITY LOCATE AT 611 AND THEN POTHOLING ALL OF THE EXISTING URLIRES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCARONS OF SAID URLIRES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMA TON 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 FG ELEVATION NOTE. -3 FG ELEVATION CALLOUTS REFER TO FINISHED GRADE ELEVATION, NOT STRUCTURAL PAD ELEVATION 258 0+00 366-f`t .%642 a4.] 3698:368.93 id2- 581 3]400 4 999 i+N 36&91- J85]J 35.5 340:6936760 05r 527 37400 5 ++64-f+at 36691-.75612 355 36&69366.90 279 131 372.00 PROCEEDING WITH CONSTRUCTION. NOTES: SEWER NOTE.* ©lNDIwDUAL GRINDER PUMP REQUIRED FOR SEWER SERVICE.7 258 0+00 M6996 45294 434 36689366.3] -NEJ- 1482 37000 ] 0+22 M59�45r.]5646 494 M5 99 364.13 445 370.00 L ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF PENTON TRENCH RESTORATION 325 8 0+00 9 9'66.]5252 749 96:.66361.85 x.51 111 36700 32.5 AND STREET OVERLAY DETAIL. PER SECTION ] REQUIREMENT FOR PATCHING OVERLAY, OVERLAY WIDTHS, TRENCHES (ROAD CROSSINGS). IF THE OUTSIDE OF TRE TRENCHING l5 WHIN THREE FEET SIDE SEWER NOTE- 37500 9 1+51 35941- 45694 345 36539364.44 21.69 21.74 370.50 10 6+390+41 ;6959 J8a21 34.5 MY6 366.74 MPB- 1603 37300 (JJ OF ANY ADJACENT LANE LINE, TRE ENTRE ADJACENT TRAVELED LANE AFFECTED WILL BE SIDE SEWER LINES SHALL BE INSTALLED A MINIMUM OF 8 FEET INTO EACH LOT 366e i .%275 REPAVED. 25FOR UPLITY SLOPE CROSSINGS 3 MINIMUM C42 FORCE MAIN NOTE. ].JS n 0+00 36661-.%SBB 350 3&:89369.12 �S-P;- 1667 378.00 12 1+59 M69Mz 48224 31.3 51* 99 -19991613 38000 RE BY:- BY: - 4. MINIMUM SIDE SEWER DEPTH IS 5 -FEET FROM FINISHED FLOOR ELEVATION INDIWOUAL FORCE MAINS i0 LOTS 6 THROUGH 11, 26, AND 27 SHALL HAAS LOCATOR TAPE 13 1+54 36444- "is 39.6 373-593]908 -H, FS AW 3]850 NOTES., BY. INSTALLED ALONG THEIR ENTRE LENGTH. 1. STATION IS TO NEAREST DOWNSTREAM MANHOLE A S 8 UI L T 14 0+00 376@7 Jhi]4 420 9:5=.163]389 -6'f�F 7.50 37150 p END IF MEASURED AT CLEANOUT BY: A. J 15 f�I+2J 9T•rJ6 J]6S5 41.5 914.".193]4.51 -16rYt A4ro7 3]950 d +SEE DETAILS, SHEET &SIO NISH •O! I cIn COMMENIs. RENEW t MAI 0a03.15 MAIs "°""` ""°s657�, 2 CITY COIAI IS,RENEW2 MA, 0623.16 MA, si AS NOTED ^"'�° A CITY OF ALPINE NURSERY D.R. STRONG "`°i'tn cv z wolxna Days Before r«, 0b © CONSULTING ENGINEERS 3 MytA45 Mu oz2as Mu r .a R E N TO N SEWER EXTENSION PLAN 811' L AS -BUILT FAS 09.,2.,7 MAI I1I89aa 81 LOCaII011CMtY q 1 ENGINEERS PLANNERS SURVEYORS 1 DATUTA Ihltlerg `"`oMv T- Planning/Building/Public Warks Dept. 0DA4T.ND.OKWA) ZONAL I^'1� azoI7HAVENUEKIRKLAND,WAMWo NO. REVISION BY DATE APPR , - sIrN= r U15007366 Y 042582]3033 F42562J.2423 sWEµlgl DRS PROJECT NO. 14069 _ 29+9622 I NORTH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. COMMENDED FOR APPOVAL Date: Date: Date: Date: wre.09028 15 SS7 wa. 31 � 42 R-390048 S-390012 SEWER STUBS LOT S7fI,R9/ AB E AT MAN AB LENORI ETD E AB &COPS AD TO 16 2+43 364.6- .]8688 1912 375!69 47578 3588 38050 2+40 S18�i] 1222 38000 18 -6+61- 1 3 ;59 F5- 387.JD 258 3:2.69-311.DJ-*].69- 1647 TZ 00 19 0 po Oi84 36566 J w 25.8 31989.78225 -191C>- 11.80 375.00 20 -1+31- 1+42 36+49 354D7 258 36469387.88 -P&iO 1284 37400 21 2430- O4JD -d6d+h J m 325 *999 W7.7D ].42 3]3.00 22 1+15 M69E9.% w 32.5 5:P99 482/9 ;5@5 tam 37500 23 0+00 966#6 "ItI? 331 9i1Y66.T m -1666- 297 375.00 24 0+00 366e i .%275 35.5 3.'989.784.74 x-99- ].JS 3]5 00 251469 0+08 d6d8z ]82 IS 360 39689.%632 i -M 409 3]3.00 26• 0+00 36995.]5484 34.4 361-5936587 1699 371.50 27• 1 0+54 IM69dz 31m.B8 1 339 l36+49.%1171 fa15 37050 RE BY:- BY: - 4. MINIMUM SIDE SEWER DEPTH IS 5 -FEET FROM FINISHED FLOOR ELEVATION INDIWOUAL FORCE MAINS i0 LOTS 6 THROUGH 11, 26, AND 27 SHALL HAAS LOCATOR TAPE 13 1+54 36444- "is 39.6 373-593]908 -H, FS AW 3]850 NOTES., BY. INSTALLED ALONG THEIR ENTRE LENGTH. 1. STATION IS TO NEAREST DOWNSTREAM MANHOLE A S 8 UI L T 14 0+00 376@7 Jhi]4 420 9:5=.163]389 -6'f�F 7.50 37150 p END IF MEASURED AT CLEANOUT BY: A. J 15 f�I+2J 9T•rJ6 J]6S5 41.5 914.".193]4.51 -16rYt A4ro7 3]950 d +SEE DETAILS, SHEET &SIO NISH •O! I cIn COMMENIs. RENEW t MAI 0a03.15 MAIs "°""` ""°s657�, 2 CITY COIAI IS,RENEW2 MA, 0623.16 MA, si AS NOTED ^"'�° A CITY OF ALPINE NURSERY D.R. STRONG "`°i'tn cv z wolxna Days Before r«, 0b © CONSULTING ENGINEERS 3 MytA45 Mu oz2as Mu r .a R E N TO N SEWER EXTENSION PLAN 811' L AS -BUILT FAS 09.,2.,7 MAI I1I89aa 81 LOCaII011CMtY q 1 ENGINEERS PLANNERS SURVEYORS 1 DATUTA Ihltlerg `"`oMv T- Planning/Building/Public Warks Dept. 0DA4T.ND.OKWA) ZONAL I^'1� azoI7HAVENUEKIRKLAND,WAMWo NO. REVISION BY DATE APPR , - sIrN= r U15007366 Y 042582]3033 F42562J.2423 sWEµlgl DRS PROJECT NO. 14069 _ 29+9622 I NORTH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. COMMENDED FOR APPOVAL Date: Date: Date: Date: wre.09028 15 SS7 wa. 31 � 42 R-390048 S-390012 a J Z ry U U7 LdLEI o of � PAV IN TRACT "4" , 2100 160TH AVE SE �� SSNH STA. 40+ . c STA. 21+ 55 RIM. J �-8"IE/N 8" IE CON ECT TO EX. 5 H STA. 10+58,69. 5 I5' R STA. " RIM gi%i 3MM 10" IF IN 36258 (N) 8- IF IN264r5P(S)AZO 12- e� 12- IE OUT 36245 (E) HORIZONTAL DATUM: P" ELEV = J7aJ9 d �9 HAD 1983/91 PER CITY OF RENTON MONUMENTS 0 1 INCH = 20 FT. A.O. - 4.00 BENCHMARK.' �s s ° K = 1875 BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 P" EIEV - JZa02 LEI Z&00' W M �� 2.5 5 10 OMMM=EW TRACT "4" , 2100 160TH AVE SE �� SSNH STA. 40+ . c STA. 21+ 55 RIM. J �-8"IE/N 8" IE CON ECT TO EX. 5 H STA. 10+58,69. 5 I5' R STA. 20+05.22, 8.85' L RIM gi%i 3MM 10" IF IN 36258 (N) 8- IF IN264r5P(S)AZO 12- IE IN 36248 (W) 12- IE OUT 36245 (E) NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E. W.M. SEE SHEET SS4 ALPINE NURSERY SEE SHEET SS3 a9p m 1 TO J74.0 FG 373.0 FG 33]40 FG 374.0 _ 3]2 0 Ur _ r6 LF 8" PVC �W h 8y6 R JBS Z/ N. P. IIEV - .771.02 N. P. STA = 21+5&52 PN STA = 21+81.75 P" ELEV - JZI.JS A0. _ -441 K - 19.27 8500' VC Y LP. ELEV = JZa66 " M y0( Y5 y OSI LP. STA - 21+0469 eq^ N d P" STA = 20+8594 0 N. P. STA - 25+JZ.99 HORIZONTAL DATUM: P" ELEV = J7aJ9 d �9 HAD 1983/91 PER CITY OF RENTON MONUMENTS 0 1 INCH = 20 FT. A.O. - 4.00 BENCHMARK.' �s s ° K = 1875 BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 P" EIEV - JZa02 LEI Z&00' W L.P. ETIV = JWZ.JW �� 2.5 5 10 OMMM=EW AA -242 1 x LP. STA - 2J+4x85 CROXN A. K = 2a70 WASH P" STA - 2J+1810 MAI 03.03.16 ,O! 1 3x00 VC 9A� P" ELEV = mam 2 CRY COMMENIS, REVIEW 2 As NOTED Z0 "..o"'�", d Ma 05.23.16 Ma Call 2 Worksg Days Before You DU 811 CONSULTING ENGINEERS a m Uplift UMergound LOoallon Center ' K = 2&00 d Y NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E. W.M. SEE SHEET SS4 ALPINE NURSERY SEE SHEET SS3 a9p m 1 TO J74.0 FG 373.0 FG 33]40 FG 374.0 _ 3]2 0 Ur _ r6 LF 8" PVC �W h 8y6 R JBS Z/ N. P. IIEV - .771.02 N. P. STA = 21+5&52 PN STA = 21+81.75 P" ELEV - JZI.JS A0. _ -441 K - 19.27 8500' VC Y d - - " M y0( Y5 y OSI ------------- eq^ N d 0 N. P. STA - 25+JZ.99 HORIZONTAL DATUM: d �9 HAD 1983/91 PER CITY OF RENTON MONUMENTS 0 STA. 25+4796, 4.17'L RIM *9. is.j49.77 S" IF IN 366#4{E)JI&37--.....- e' IE OUT a6Ea9-(N, 477 31� d - - 21+20 21+60 M y0( Y5 y OSI STA. 25+4796, 4.17'L RIM *9. is.j49.77 S" IF IN 366#4{E)JI&37--.....- e' IE OUT a6Ea9-(N, 477 31� N N d - - 21+20 21+60 22+00 22+40 `=`7 H. P. ELEV = 369.88 ------------- N d 0 N. P. STA - 25+JZ.99 HORIZONTAL DATUM: HAD 1983/91 PER CITY OF RENTON MONUMENTS 1 INCH = 20 FT. P" STA = 25+.7201 BENCHMARK.' �s s ° I. CITY OF RENTON CONTROL POINT NO 2127. FOUND PUNCHED 1-112ft BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 P" EIEV - JZa02 LEI L.P. ETIV = JWZ.JW �� 2.5 5 10 OMMM=EW AA -242 1 LP. STA - 2J+4x85 CROXN A. K = 2a70 WASH P" STA - 2J+1810 MAI 03.03.16 ,O! 1 3x00 VC 9A� P" ELEV = mam 2 CRY COMMENIS, REVIEW 2 As NOTED Z0 "..o"'�", A0. - 300 Ma 05.23.16 Ma Call 2 Worksg Days Before You DU 811 CONSULTING ENGINEERS a " Uplift UMergound LOoallon Center ' K = 2&00 m,MT.ND.OKWA) ZONAL I^'1� Y azo 7THAVENUE KIRKLMD, WA 95633 NO. REVISION FAS 11&00' LC YIV YlP iH Planning/Building/Public Warks Dept. ""`ojy,l BY DATE APPR '�"""°"°"'"' APPROVED: 08A 777 1�LF "PV N N d - - 21+20 21+60 22+00 22+40 `=`7 ------------- N d 0 and HORIZONTAL DATUM: HAD 1983/91 PER CITY OF RENTON MONUMENTS 1 INCH = 20 FT. BENCHMARK.' �s s ° I. CITY OF RENTON CONTROL POINT NO 2127. FOUND PUNCHED 1-112ft BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 LEI �� 2.5 5 10 OMMM=EW 2. CITY OF RENTON CONTROL POINT NO. 1852. FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE 1 CENTERLINE OF HE 4TH STREET AND 148TH AVENUE SE, ELEVATION = CROXN A. WASH 15 VERTICAL MAI 03.03.16 ,O! 1 ��7PF/ 9A� --- 2 CRY COMMENIS, REVIEW 2 As NOTED Z0 "..o"'�", D.R. STRONG Ma 05.23.16 Ma Call 2 Worksg Days Before You DU 811 CONSULTING ENGINEERS a Am"Ami Uplift UMergound LOoallon Center ' ENGINEERS PLANNERS SURVEYORS m,MT.ND.OKWA) ZONAL I^'1� Y azo 7THAVENUE KIRKLMD, WA 95633 NO. REVISION FAS 0425F2]3033 F425,%72423 YIV YlP DATUM Planning/Building/Public Warks Dept. ""`ojy,l BY DATE APPR '�"""°"°"'"' APPROVED: 08A 777 1�LF "PV SSMH 1 RIM CONNECT O EX SSMH L WRH COF WH RE LESS THAN 3 -FEET COVER B' IE IN 8- IS OUT £).76&87 (N,=47 (STA. 22+ 0 TO STA. 24+ O) RIM 10 IE IN 10- IF IN 12" IE D 12' IE OU (S) JBE 62.58 (N) J62. (W) 36246 (E) 8" IE OU d63.W6-IN) 61 VE SE N^ M5 ^ n� Myj ^A MM MM M F M O� 03. M tlA M h "/O MW�j �m M Cp OY) ^� mm ^O'� M m✓1 M'T� ^ °'.b �31j 0r1W4 MTYj M'T� M'T� M'T� 1p� M'T� y�160TH o% Mrj9j nm Mn 0� M� >im M'T cI cIT, M'T 0zt M'T� 0Z M'T� ^a M'T� ^m M'T� III IIT M T0+00 20+40 20+60 21+20 21+60 22+00 22+40 VER77CAL DATUM: NAW 88, PER CITY OF RENTON VERTICAL CONTROL. 0 10 20 40 HORIZONTAL DATUM: HAD 1983/91 PER CITY OF RENTON MONUMENTS 1 INCH = 20 FT. BENCHMARK.' I. CITY OF RENTON CONTROL POINT NO 2127. FOUND PUNCHED 1-112ft BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT ME INTERSECTION OF TH£ CENTERLINE OF 148TH PLACE SE AND S£ 142ND STREET, ELEVATION = 363.697 FEET. 2.5 5 10 OMMM=EW 2. CITY OF RENTON CONTROL POINT NO. 1852. FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF HE 4TH STREET AND 148TH AVENUE SE, ELEVATION = 454.769 FEET A. WASH 15 VERTICAL MAI 03.03.16 ,O! 1 CRY COMMENTS. REVIEW 1 9A� 2 CRY COMMENIS, REVIEW 2 As NOTED Z0 "..o"'�", D.R. STRONG Ma 05.23.16 Ma Call 2 Worksg Days Before You DU 811 CONSULTING ENGINEERS a Am"Ami Uplift UMergound LOoallon Center ' ENGINEERS PLANNERS SURVEYORS m,MT.ND.OKWA) ZONAL I^'1� Y azo 7THAVENUE KIRKLMD, WA 95633 NO. REVISION FAS 0425F2]3033 F425,%72423 YIV 22+80 2.7+20 2.7+60 U77LITY CROSSING NOTE.• OUTILITY CROSSING REFER TO C42 FOR DETAILS 24+00 24+40 24+80 25+20 25+60 © IIF - RECOMMENDED FOR APPOVAL BY: Date: BY: Date: — P4 O F2T H BY; Date: BY: Date: A S BUILT ALPINE NURSERY MITE 09.28.15 SEWER EXTENSION PLAN & PROFILE -160TH AVE SE " W a 552 U15007366 '"m 32 'F42 DRS PROJECT NO. 14069 R-390049 S-390013 GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 WM= 2.5 5 10 OMMM=EW 1 INCH FT. 15 VERTICAL MAI 03.03.16 MN ""S As NOTED Z0 "..o"'�", CITY C F Ma 05.23.16 Ma Pi `""P MAI 6'.20'6 ""' 21 RENTON w"' FAS 09.12.17 YIV YlP DATUM Planning/Building/Public Warks Dept. ""`ojy,l BY DATE APPR '�"""°"°"'"' APPROVED: © IIF - RECOMMENDED FOR APPOVAL BY: Date: BY: Date: — P4 O F2T H BY; Date: BY: Date: A S BUILT ALPINE NURSERY MITE 09.28.15 SEWER EXTENSION PLAN & PROFILE -160TH AVE SE " W a 552 U15007366 '"m 32 'F42 DRS PROJECT NO. 14069 R-390049 S-390013 00 0 O O O 1 U) Q D J } z ry w w U') a ry a � SEE SHEET SS2 I O SSMH 2 y STA. 25+4 9 Z STA. T5+47.96, 4.I7' L n RIM 3693FJBD.A C ��� 8" IE d6& -19-(E)36&57 B" IE OUT ;;S J9"(N)3&14 rTi FG 4]4.0 SSMH 3 t\ STA. 61+21.30 F \ 15 RIM 33a?BP \ J8Q 117I LF 8" PYC 61+ 55 CLEANWT�R .R NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E, W.M. ALPINE NURSERY + 24 SSMH 4 ..J- FG 3]50, wSTA. 63+00.26 \ / '.M46P-37AIB :J666h(N).%0.]J \ B" IE INd66�6e (S,E)8SB.73 \ _ 8" IE OUT�6&A I a Aa I79 LF PVC SE 145TH PL -tom LF 8" PVC FG 6" IE OUT 367.00 (N) I I 55 CLEANOU STA. 3a+09 ]� 39.44'L RIM 3]300 • � B" lE OUT 36249 (N) I 13 I, I, 1 / 64+00 _ t LP, EL EV - 369.50 SSMH 5 LP. STA = 60+21.55 STA.A601, 600' R PN STA 60+23 RIM ?� 6 569,66 4 PN ELEV 369.39 rT A0. m 4.68 8" IE OUT K - 427 SS CLEANOUT ilzv4�4 20.00' VC bl RIM 380.00 a f 1 GRADE AT 55 CLEANWT�R .R NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E, W.M. ALPINE NURSERY + 24 SSMH 4 ..J- FG 3]50, wSTA. 63+00.26 \ / '.M46P-37AIB :J666h(N).%0.]J \ B" IE INd66�6e (S,E)8SB.73 \ _ 8" IE OUT�6&A I a Aa I79 LF PVC SE 145TH PL -tom LF 8" PVC FG 6" IE OUT 367.00 (N) I I 55 CLEANOU STA. 3a+09 ]� 39.44'L RIM 3]300 • � B" lE OUT 36249 (N) I 13 I, I, 1 / 64+00 _ t PN STA w 62+13.13 PN STA m 6.2+02 PN 5TA m BJ+8215 PN ELEV = 37449 PN ELEV m 37&37 PN ELEV m 377.45 A0. -1.68 A0. - 245 A0. - -1.45 K=H63 K=3a63 K= 13.81 ¢ 7&00' VC 7500' VC 20.00' VC b .n6 I^a SSMH 5 r STA.A601, 600' R RIM ?� 6 569,66 4 6" IE /N d69¢J-(S) JSA51 Iil 8" IE OUT m m SS CLEANOUT ilzv4�4 01, 4L8]' R 811 RIM 380.00 a 8" IE OUT 370.35 (N) GRADE AT 1 PN STA w 62+13.13 PN STA m 6.2+02 PN 5TA m BJ+8215 PN ELEV = 37449 PN ELEV m 37&37 PN ELEV m 377.45 A0. -1.68 A0. - 245 A0. - -1.45 K=H63 K=3a63 K= 13.81 ¢ 7&00' VC 7500' VC 20.00' VC b .n6 I^a 60+40 60+80 61+20 61+60 62+00 82+40 D.R. STRONG r CONSULTING ENGINEERS 4 •I� ENGINEERS PLANNERS SURVEYORS ` 623 TTHA VENUE KIRKLAND WA B&13J NO. 042562]3033 F4256272423 ren BY I DATE I APPR 62+w 6J+20 BJ+60 64+00 d�RCITY OF RENTON DATUM Sr"`�qo�r Planning/Building/Public Warks Dept. VERTICAL DATUM: HAW 85, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DATUM: HAD 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 08 IN MONUMENT CASE AT THE INTERSECDON OF THE CENTERLINE OF 148TH PLACE SE AND SE 142ND STREET, ELEVATION - 363.69] FEET 2 CITY OF RENTON CONTROL POINT N0. 1852 FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF HE 4TH STREET AND 148TH AVENUE SE. ELEVATION = 454769 FEET /UTILITY CROSSING N07E• nA J UTILITY CROSSING, REFER TO C42 FOR DETAILS 6_ GRAPHIC SCALE 0 10 20 40 1 INCH= 20 FL. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL BY: BY: AS -BUILT BY ALPINE NURSERY SEWER EXTENSION PLAN & PROFILE - SE 145TH PL U15007366 DRS PROJECT NO. 14069 - Date: - Date: - Date: Date: p�09.28.15 ��NS53 R-390050 S-390014 r 1 f�( r` m � m m ry d ilzv4�4 811 0 a F68 RawiERLME GRADE AT --- --- ----- _: ____..__ . _: ka w.4O R0.W. RAX AT IEFIM'E 5&x hiLFB PVC 0Pa5BJ6 __._: 41_"' AB " H3i'7-i} .44 RIM ' ------_.- ___.____--. _: 'I r SSMH 4 Rim 3.M14. -9t 6" IE IN 8" IE IN 8" IE WT SSMH 2 RIM mg, 8" IE IN 8- IF OUT 3 J7474 JB&7 JB&7 J6& (N) ($E) W !) 8" IE 8" lE 16626-(5,£) T96?.6C(W) 20 M&fO (E) (H3M7 D T- SE 145TH aoi Cbi 8Oi � ry mM p Kry. m'. e� yPL310 n,f m,f Out �j n� nIn: m� roLy 310 60+40 60+80 61+20 61+60 62+00 82+40 D.R. STRONG r CONSULTING ENGINEERS 4 •I� ENGINEERS PLANNERS SURVEYORS ` 623 TTHA VENUE KIRKLAND WA B&13J NO. 042562]3033 F4256272423 ren BY I DATE I APPR 62+w 6J+20 BJ+60 64+00 d�RCITY OF RENTON DATUM Sr"`�qo�r Planning/Building/Public Warks Dept. VERTICAL DATUM: HAW 85, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DATUM: HAD 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 08 IN MONUMENT CASE AT THE INTERSECDON OF THE CENTERLINE OF 148TH PLACE SE AND SE 142ND STREET, ELEVATION - 363.69] FEET 2 CITY OF RENTON CONTROL POINT N0. 1852 FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF HE 4TH STREET AND 148TH AVENUE SE. ELEVATION = 454769 FEET /UTILITY CROSSING N07E• nA J UTILITY CROSSING, REFER TO C42 FOR DETAILS 6_ GRAPHIC SCALE 0 10 20 40 1 INCH= 20 FL. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL BY: BY: AS -BUILT BY ALPINE NURSERY SEWER EXTENSION PLAN & PROFILE - SE 145TH PL U15007366 DRS PROJECT NO. 14069 - Date: - Date: - Date: Date: p�09.28.15 ��NS53 R-390050 S-390014 r 1 f�( ilzv4�4 811 a 60+40 60+80 61+20 61+60 62+00 82+40 D.R. STRONG r CONSULTING ENGINEERS 4 •I� ENGINEERS PLANNERS SURVEYORS ` 623 TTHA VENUE KIRKLAND WA B&13J NO. 042562]3033 F4256272423 ren BY I DATE I APPR 62+w 6J+20 BJ+60 64+00 d�RCITY OF RENTON DATUM Sr"`�qo�r Planning/Building/Public Warks Dept. VERTICAL DATUM: HAW 85, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DATUM: HAD 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 08 IN MONUMENT CASE AT THE INTERSECDON OF THE CENTERLINE OF 148TH PLACE SE AND SE 142ND STREET, ELEVATION - 363.69] FEET 2 CITY OF RENTON CONTROL POINT N0. 1852 FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF HE 4TH STREET AND 148TH AVENUE SE. ELEVATION = 454769 FEET /UTILITY CROSSING N07E• nA J UTILITY CROSSING, REFER TO C42 FOR DETAILS 6_ GRAPHIC SCALE 0 10 20 40 1 INCH= 20 FL. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL BY: BY: AS -BUILT BY ALPINE NURSERY SEWER EXTENSION PLAN & PROFILE - SE 145TH PL U15007366 DRS PROJECT NO. 14069 - Date: - Date: - Date: Date: p�09.28.15 ��NS53 R-390050 S-390014 00 40+40 0 mm"�` wo l"'�"' O 41+50 o SEE SHEET SS2 to 9fi J n K - 1255 K - A167 n � 2 CRY 00101 IS• RENEW 2 } 40 0 Z Lit W U') O of � Z Lli z J Q SEE SHEET IN B" IE B" IE R 1 L FC 3]30 NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E. W.M. ALPINE NURSERY SSMH ] gSUF.H �� I LRIM4A"#�V" STA. 44+16.39, 3.04 R STA. 44&MST 1264" (t 41+59,00..34 3 d4' R 6 SI R)l.1 3B&f} STA. 52+05 60, 3.25" R V4, 6:00' L 6" SEEEE Y£R STUB (iYP.)` JB" I£ IN d5ik3i(SE)'10 `, 7271 \ 11 132" lE pUT J , (w)Fc 3�4o 18 17 6435 (W)JSAd1 FD 3]5.0 — — — _ — FG 3]ZO FG 3B0.0 T D ----- ------ ----. T OS 8 46'96+ N - -_ _ -- -- � a' •. a'l'l / 21 O FG 3]3.0 Fill "IF n SEE SHEET SS6 H. P. IMV - JM.9J N. P. STA = 41+5221 LP. EI EV - 372.41 LP. STA = 42+09.37 43+00 16 FG'0 5 PN STA = I3+527] PN EL EV = 3]8.55 A.D. _ -AM K = 1377 7300' W <F a. 4 % // SEE SHEET SS5 PN 5TA = 41+4552 PN 5TA = 4Z+55.52 40+40 40+20 mm"�` wo l"'�"' Pit ElEV = J73Z5 PN ELEV - J71.27 41+50 0 < 42+40 AD. _ -A57 AD. = a57 9fi VER77CAL K - 1255 K - A167 n � 2 CRY 00101 IS• RENEW 2 61 VC Y6I VC CONSULTING ENGINEERS U M UMergountl Location center ' 1 m LP.DI = J]a2] IONAL IA '1� Y n m NO. REVISION LP. STA 40+34.74 Bit - EELEV A.D. 370.150 SS 3O Is . n K -A2 ------------- ^ mm' Cb^a Y d m ---'---- . -- --------- gO - 0 ys m� aGRADE AT MSH W GliAJII7 R M.7ERl/NE R.O.W. LFN2Fld4ET DI III? G1 di ^C N 0 bb 5I . ---- ---- ----_"--_ -- - 258 1.9 PV ® Iff SSMH ] SSMH 8 5 RIM 3Ba1R15O3 BrMIE IN?69:•r'!-(SW)'' (All) 8" IS lm 6S,O SE)JSA2J B" IS CUT 369dr N e" SSMH 6 SSMH I RIM T J7957 B' IE IN (SE) 3%4.91 RIM 6" IE OUT (N) J5.! ROA "B" bb p �O pp �^) pp �b qq "`n q b 0 qq •S b C O b �n `! y \ '?bb '�� d'n b b A N `!N O d'b "l Fj f Mh hh ^I hry ^^i "ly ✓ly •5 "1 ✓1 Mh hh Mry Mry hh hh hh hry� hh ry, y, Mry My hh Mry N� 40+00 40+40 40+20 mm"�` wo l"'�"' 41+20 41+50 42+00 42+40 FAS OB.12.17DFA� 9fi VER77CAL DATUM: ""EC0"°"'a' D.R. STRONG 2 CRY 00101 IS• RENEW 2 NAW 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DATUM: HAD 1983/91 PER CITY OF RENTON MONUMENTS BENCHMARK: L CITY OF RENTON CONTROL PRINT NO 2127. FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT ME INTERSECTION OF THE CENTERLINE OF 14BTI1 PLACE SE AND S£ 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 HE 4TH STREET AND 14BTN AVENUE SE, ELEVATION = 454.769 FEET 42+20 43+20 43+50 44+00 44+40 /U�777LITY CROSSING NOTE.• nx UTILITY CROSSING REFER TO C42 FOR DETAILS morw NOTED mm"�` wo l"'�"' CITY OF RENTON Planning/Building/Public Warks Dept. ASN,g MAI °7.22. a FAS OB.12.17DFA� 9fi 1 CRY 0DII IS• REVIEW 1 ""EC0"°"'a' D.R. STRONG 2 CRY 00101 IS• RENEW 2 Cal z woHhg Days eetwe You oy 811 CONSULTING ENGINEERS U M UMergountl Location center ' 1 ENGINEERS PLANNERS SURVEYORS �,Mf3tD,OF(WN IONAL IA '1� Y 6207THAVENUE KIRKLANO, WA B&13J 04256273033 F4256272423 NO. REVISION 42+20 43+20 43+50 44+00 44+40 /U�777LITY CROSSING NOTE.• nx UTILITY CROSSING REFER TO C42 FOR DETAILS morw NOTED mm"�` wo l"'�"' CITY OF RENTON Planning/Building/Public Warks Dept. 0323:15As MAI °7.22. a FAS OB.12.17DFA� WAPPR. ""EC0"°"'a' BY DATE 5988 (S) I„ia3OQ i9i 6 NORTH GRAPHIC SCALE 0 10 20 40 WM=0 1 INCH=20 FT. HORIZONTAL 0 2.5 5 10 mmm "mmmmmw 1 INCH 15 FT, VERTICAL BY: Date: BY: Date: BY: Date: BY: Date: A S BUILT ALPINE NURSERY a 09.28.15 SEWER EXTENSION PLAN & PROFILE - ROAD "B" SS4 U15007366 ."I" 34 42 DRS PROJECT NO. 14069 R-390051 S-390015 00 0 O O O 1 u) Q D J I I a I — _—J M W- T -- 50 00 1 -- — -- — 51+00 All I — I PUBO 0 161STAVESE I I � I \ I I I I Cal Waklg Days Before You pb 811 UNUM Untlergould LoeaBon C•Mx 0DMr, D,ORWA) NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E. W.M. ALPINE NURSERY 4- \ W \ ILA w w�\ \ w 65MH B TA. 44+0083, R S 3,25' STA 52i0560. 325" R Q \ \ \ RIM IN IE rN+(SIN ;-9 FF I 0 e•Jeasq (s) B IF OUT (NW)J6ELM (M) I -p W` 1 r /S • Mk. m s;,y�, cmIm pd ----------- SEE7 SHEET SS 4 --------- -- -- -- -- - - - - - MA1 07.28.16 may, T,07, 6.53' R IJ7863 ---- - 4J7a84 (SM) D18 d�,ea{HE 4074 (N)1 Jr_ Wy FG'3195� 14i DATUM FC 3]85"' - ExE0µy IF FIN NIE 16 BY ` APPR \ ----- ------- --- --- -------------- FC 38D5// I I - I / A I.: rs LFR^ SSM. SEE SHEET SS4 I RIM 6=1E 1370 bl 1Ile RI B RIM 8" IS O e' lE ou 0t (S) OB Rim 9 6 IF )N-59 6" IF /N 3iP�JM 8' IF our 3PB; 5B-(fIE}Jra ]s (N) JBI.56 (NW) A �esev Nw �G VERTICAL DATUM - NA VV ATUM: NAVO 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DATUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK. - 1. CITY OF RENTON CONTROL POINT N0. 2127. FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOW 0.8 IN MONUMENT CASE AT WE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE AND SE 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL PONT N0. 1852: FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE 4TH SWEET AND 148TH AWNUE SE, ELEVATION = 454.759 FEET. U�ILITY CROSSING NOTE - 1^J UTIMTY CROSSING, REFER TO C42 FOR DETAILS Sqw n�---- W` 1 Ill I ;Ms • Mk. m s;,y�, cmIm pd ----------- ------- ---------- 4 --------- -- -- -- -- - - - - - MA1 07.28.16 may, T,07, 6.53' R IJ7863 ---- - 4J7a84 (SM) D18 d�,ea{HE 4074 (N)1 Jr_ Wy FG'3195� 14i DATUM FC 3]85"' - VERTICAL DATUM - NA VV ATUM: NAVO 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DATUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK. - 1. CITY OF RENTON CONTROL POINT N0. 2127. FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOW 0.8 IN MONUMENT CASE AT WE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE AND SE 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL PONT N0. 1852: FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE 4TH SWEET AND 148TH AWNUE SE, ELEVATION = 454.759 FEET. U�ILITY CROSSING NOTE - 1^J UTIMTY CROSSING, REFER TO C42 FOR DETAILS Sqw n�---- 1 Ill I ;Ms AS NOTED Mk. m s;,y�, cmIm pd ----------- ------- ---------- ----------------- --------- -- -- -- -- - - - - - MA1 07.28.16 My RENTON - — - ---- - D18 oe.12.17 Wy yLp DATUM Planning/Building/Public Warks Dept. ExE0µy IF FIN NIE REVISION BY DATE APPR - --- ----- ------- --- --- -------------- --- ------------ A rs LFR^ a5mr v ® . I 1370 RI B RIM 8" IS O e' lE ou (S) OB Rim 9 6 IF )N-59 6" IF /N 3iP�JM 8' IF our 3PB; 5B-(fIE}Jra ]s (N) JBI.56 (NW) A �esev Nw M h bn o✓�I b obi 0 4 4 0 M Q n N b N 50+40 50+80 51+20 51+60 52+00 52+40 52+50 53+20 53+60 54+00 D.R. STRONG r CONSULTING ENGINEERSFN30 ^I� ENGINEERS PLANNERS SURVEYORS ` 620TTHAVENUE KIRKLAND, WAM33 042582]3033 F4256272423 4 NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FL. HORIZONTAL 0`5 5 10 1 INCH 15 FT. VERTICAL ro L. BY: BY: AS -BUILT BY: ALPINE NURSERY SEWER EXTENSION PLAN & PROFILE -161ST AVE SE U15007366 DRS PROJECT NO. 14069 Date:— Date:— Date:— Date, ate:Date:Date:Date: 09.28.15 SS5 R-390052 S-390016 1 Ill I ;Ms AS NOTED Mk. m s;,y�, CITY OF r2 MAJ 05.x3:;6 My „ "`°n` MA1 07.28.16 My RENTON ""' D18 oe.12.17 Wy yLp DATUM Planning/Building/Public Warks Dept. ExE0µy IF FIN NIE REVISION BY DATE APPR '�"""°"°"'a' P"aE� 4 NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FL. HORIZONTAL 0`5 5 10 1 INCH 15 FT. VERTICAL ro L. BY: BY: AS -BUILT BY: ALPINE NURSERY SEWER EXTENSION PLAN & PROFILE -161ST AVE SE U15007366 DRS PROJECT NO. 14069 Date:— Date:— Date:— Date, ate:Date:Date:Date: 09.28.15 SS5 R-390052 S-390016 00 NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E. W. M. ALPINE NURSERY 0 O 0 SEE SHEETSS4 O 1. SSMH 6 ` ` STA. 41+59.00, 3.34 R SSMH 10 - -------- _ STA. 30+0334, 6100' L STA. 31+]6.03 6.00' L _ RIM aFe34%=71 21 22 RIM e,�.ar 3'1426 --- 23 e" IE IN 361.l6 -(SE) .M493 FG *10 FG 3750 3S8.S2 (F*)6" IE IN 666.0_ 24 ¢ ci)rTT 8" IS OUTd6tr39(IN W4,&T -T ,%8.428" IE OUT 3663P(N) FG 375.0 FG 375.0 J \\ iT—--_--_ _—�_—_ 11 Q — — Q al VER77CAL DATUM: NAV) 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DATUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS BENCHMARK.• I. CITY OF RENTON CONTROL POINT NO 2122 FOUND PUNCHED I-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 TH£ CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE, ELEVATION - 454.769 FEEL UTILITY CROSSING NOTE- DUDUTY CROSSING. REFER TO C42 FOR DETAILS Cal WOHhg Day* Before You pb 811 UNUM Untlergountl Location C6Mx ODMT,tD,OR,WA) 17LF 8 31+00 — -- — 32+00 ROAD 'A" FG 374.0 1 ' - _ 4- FO 3]4.0 / H. P. ELEV - J7A56 H. P. STA - 32+06.61 PN STA - 32+20 PN ELEV = 37&03 Aa - -JIB K -38.29 12500' VC LP. EL EV - J72.M LP. STA - 33+456] PN STA - 33+4&84 PN STA - 33+6590 PN EI EV - 372.60 PN EIEV - 3M.60 A.D. - 393 rE AD - 1.00 K-5.09 K-20.00 20.00' VC mm, w ,d a� p and d AS NOTED m s;,y�, Mµ. lRENTON CITY OF 12 MAJ 05.23.;8 MAI __ ___________________ __ _ _ MAI 07.2a.16 rry ' and DFAw"' dm8mdd FG 373.P FAS F2 y]d.0 WV -- NN DATUM 7 eweAE °41JNff SEE SHEET SS4 REVISION BY DATE APPR '—"""°"°"'"' LP. EL EV — 37261 P"aE� LP. STA = 30+22.J1 F1 N V N1 PN STA — 30+20 PN ELEV - 3]253 Q AQ - 325 (ABf 8" PVL ® off173 K — &15 mm, M: I S 4 o m FSSMH �N S R3.11. 6 a 32+00 ROAD 'A" FG 374.0 1 ' - _ 4- FO 3]4.0 / H. P. ELEV - J7A56 H. P. STA - 32+06.61 PN STA - 32+20 PN ELEV = 37&03 Aa - -JIB K -38.29 12500' VC LP. EL EV - J72.M LP. STA - 33+456] PN STA - 33+4&84 PN STA - 33+6590 PN EI EV - 372.60 PN EIEV - 3M.60 A.D. - 393 rE AD - 1.00 K-5.09 K-20.00 20.00' VC mm, w ,d a� p and d AS NOTED m s;,y�, Mµ. lRENTON CITY OF 12 MAJ 05.23.;8 MAI __ ___________________ __ _ _ MAI 07.2a.16 rry and DFAw"' dm8mdd FAS 09.12.1] WV yLp NN DATUM 7 eweAE °41JNff REVISION BY DATE APPR '—"""°"°"'"' P"aE� F1 N V N1 F Q (ABf 8" PVL ® off173 - S 4 FSSMH 727/ (SE) 364 S R3.11. 6 a MH 10 .%8.52 (� (N)36&42 -3P374 IE IN IE OUT RIM 8" IS 111 im DAD "A" 3110 A ^lry A ^lry A ^lry mm �M Mry �M ^lry AM ^lry pM ^hlry mm AM ^lry n nM M� AM ^lry pM ^hlry pM ^hlry pM ^hlry p.� Mh pM Mp�j AM ^l nM "�j ^)� bN ^bl "nj ^bl N bN "nj ^bin b ^t 30+00 30+40 30+80 JI+20 D.R. STRONG r CONSULTING ENGINEERSFN30 -I� ENGINEERS PLANNERS SURVEYORS ` 620]THAVENUE KIRKLAND,WAM& 042582]3333 1`42 ,%V2423 J1+60 32+00 32+40 32+80 33+20 33+60 LA Lu W W W W LA c Q rn M F Lu N Z J 3 NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 IFT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL � BY: BY: 34+00 BY: AS -BUILT BY: ALPINE NURSERY SEWER EXTENSION PLAN & PROFILE - ROAD "A" U15007366 DRS PROJECT NO. 14069 Date: Date: Date: Date— pl 1.28.15 SSB 36 ()F, 42 R-390053 S-390017 �S AS NOTED m s;,y�, Mµ. lRENTON CITY OF 12 MAJ 05.23.;8 MAI si nP MAI 07.2a.16 rry DFAw"' FAS 09.12.1] WV yLp DATUM Planning/Building/Public Warks Dept. eweAE °41JNff REVISION BY DATE APPR '—"""°"°"'"' P"aE� LA Lu W W W W LA c Q rn M F Lu N Z J 3 NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 IFT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL � BY: BY: 34+00 BY: AS -BUILT BY: ALPINE NURSERY SEWER EXTENSION PLAN & PROFILE - ROAD "A" U15007366 DRS PROJECT NO. 14069 Date: Date: Date: Date— pl 1.28.15 SSB 36 ()F, 42 R-390053 S-390017 VERTICAL DATUM: NAW 8S, PER CITY OF RENTON WRRCAL CONTROL. HORIZONTAL DATUM: HAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK: I. 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 1421W STREET, ELEVATION = 36,1697 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. UU7�77LITY CROSSING NO7E-� ,R/ UTILITY CROSSING, REFER TO C42 FOR DETAILS %0 H N H W W N W W N w 9A IIA w W LA W W N rn M a F- Ul LU 1Z J V a NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E. W.M. ALPINE NURSERY SEE SHEET SS8 PN STA - 35+00.18 PN ELEV M 3]1.45 AD. -240 K 5218 FF:S.i�:.YSTY�:YZ9�:.YSZYJ 4i all AS NOTED fW51/EO AT WAS si w- "" °'.2Be """P TAs B'z.'T YN ApO! 9fi ' cm C044EN15. RENEW t ewe°µV ME ""ECO"°"'a' D.R. STRONG 2 Cm 004141 RENEW 2 Call woHhg Days eetwe You oy 811 CONSULTING ENGINEERSa MI UMM 1AM�ar�/�ountl Location center 4 ENGINEERS PLANNERS SURVEYORS .: _.._._.- ----- ... ZONALIi% 1� ii�� E1 NO. REVISION MUM: WILMUMI& -------------- -------- O F " ATO JM(MRM43�aea JUSI SSMH 13 m H 14 (DRY (S) W£R) RIM X 9r3 IE OUT " 8" IF OUT 35 125 (E)Mll fM� h� ryj hFj Op hFj N� h� h� M� h ✓l h^f h ^�, h^I h h^l M^I h Soo FF:S.i�:.YSTY�:YZ9�:.YSZYJ �5 AS NOTED mm"�` wo "'�"� DA7UM CITY OF RENTON Planning/Building/Public Warks Dept. WAS si w- "" °'.2Be """P TAs B'z.'T YN ApO! 9fi ' cm C044EN15. RENEW t ewe°µV ME ""ECO"°"'a' D.R. STRONG 2 Cm 004141 RENEW 2 Call woHhg Days eetwe You oy 811 CONSULTING ENGINEERSa MI UMM 1AM�ar�/�ountl Location center 4 ENGINEERS PLANNERS SURVEYORS (lD)dTND,OKWA) ZONALIi% 1� ii�� 620TTHAVENUE KIRKLAND, WAMS7 04256273033 F4256272423 NO. REVISION FF:S.i�:.YSTY�:YZ9�:.YSZYJ 4 NORTH GRAPHIC SCALE 0` 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL �5 AS NOTED mm"�` wo "'�"� DA7UM CITY OF RENTON Planning/Building/Public Warks Dept. 05.23:'8 4N si w- "" °'.2Be """P TAs B'z.'T YN •"'rtP� ewe°µV ME ""ECO"°"'a' BY DATE APPR P"wED 4 NORTH GRAPHIC SCALE 0` 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL SEWER EXTENSION PLAN & PROFILE - ROAD "A" U15007366 DRS PROJECT NO. 14069 Date:— Date:— Date:— Date, ate:Date:Date:Date: SS7 R-390054 S-390018 Y:— Y:— Y:— [By,_ AS -BUILT SEWER EXTENSION PLAN & PROFILE - ROAD "A" U15007366 DRS PROJECT NO. 14069 Date:— Date:— Date:— Date, ate:Date:Date:Date: SS7 R-390054 S-390018 00 0 0 0 0 1 U) Q D J } z ry Ld U U') O ry a � PAV IN 0 SEE SHEET SS71 `,/ /t_� 8 FG 3670Ft 1 1 �� Cal Waktig Days Before Yau pb 811 UNUM Untlergountl Location CeMx 0DMT,tD,OR,WA) NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E. W.M. ALPINE NURSERY 5 PRIVATE SEW£R_ II . \ STA. 36+206$ 4.63"L RIM 366-35 JB108 EASEMENT 2% 1D SSMH 12 I III FG 37J STA. iBnYrB2� R / \ B" IE OUTd59r29 (E)J80./1 1 F 1S' SEVER JIRM RIM 8" IE IN.=(NWe W) —1 ASEIKNT3X?2(S)B-,E DINT.-`-"--,' - - (UHY SEWERJ _______ T - r_ __ 9 p , �----------- __ FG 370.5 A ______________ I I I _ j I ;HEET SS9 1 a t1 SEE SHEET SS9 rr {'i 61. II T NAW 68, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DATUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK: I. CITY OF RENTON CONTROL POINT NO. 2127. FOUND PUNCHED 1-1/2- BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT NE INTERSECnON OF THE CENTERLINE OF 1487H 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 r CONSULTING ENGINEERSFN30 • � ENGINEERS PLANNERS SURVEYORS I 620]THAVENUE KIRKLAND, WAM& 042582]3033 F42562T.2423 KIINg mal BY I DATE I APPR UTILITY CROSSING NO 7E. OUTILITY CROSSING, REFER TO C42 FOR DETAILS 4'6.81 556.12 (S) AS NOTED HOWMX01 CITY OF RENTON AT�DATUM Planning/Building/Public Warks Dept. IF Nff AE lel� Sr"•�gor 41 NORTH GRAPHIC SCALE 0 10 20 40 wmmm6mmm�m� 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL BY: Date: BY: Date: BY: Date: BY: Date: A S BUILT ALPINE NURSERYa os.21"5 SEWER EXTENSION PLAN &PROFILE- SEWER EASEMENT „xO xo. SSB U15007366 '"M' 3a "42 DRS PROJECT NO. 14069 R-390055 S-390019 FINISHED DE AT SEWER CEN ERLINE EXISTING RADE AT SEWER TERLINE ------------- 2 16I el!`51 LF 8 PVC ® 6" wD (DRY SEWER) SSMH 13 RIM� = SM 12 RIMdr6-Nr3]R66 B" IF OUT (E).HY.II 8" IF IN 357. (NW, ) 8" IE OUT � ,69 ,__. SEW R EASEMENT o M ry b M b m ✓I b M b M n b M b n m b M m b M m b M ry b M b M b m h ryFee b M b n O n rr {'i 61. II T NAW 68, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DATUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK: I. CITY OF RENTON CONTROL POINT NO. 2127. FOUND PUNCHED 1-1/2- BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT NE INTERSECnON OF THE CENTERLINE OF 1487H 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 r CONSULTING ENGINEERSFN30 • � ENGINEERS PLANNERS SURVEYORS I 620]THAVENUE KIRKLAND, WAM& 042582]3033 F42562T.2423 KIINg mal BY I DATE I APPR UTILITY CROSSING NO 7E. OUTILITY CROSSING, REFER TO C42 FOR DETAILS 4'6.81 556.12 (S) AS NOTED HOWMX01 CITY OF RENTON AT�DATUM Planning/Building/Public Warks Dept. IF Nff AE lel� Sr"•�gor 41 NORTH GRAPHIC SCALE 0 10 20 40 wmmm6mmm�m� 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL BY: Date: BY: Date: BY: Date: BY: Date: A S BUILT ALPINE NURSERYa os.21"5 SEWER EXTENSION PLAN &PROFILE- SEWER EASEMENT „xO xo. SSB U15007366 '"M' 3a "42 DRS PROJECT NO. 14069 R-390055 S-390019 00 0 0 0 0 1 14)Q J Z ry Ld U U7 w 'o ry a � PAV IN Mal!8" IF IN�(NW,W) 15&72 (S)6' IF OUT "�^^ '^�'} SEAN 15 STA. 57+25.41, 4.00' R RIM �37191 6" IE IN d6Ld. (W)1 W 8" IS OUT�,ia6 (S) p— ;o —w _w �— 91 LF BRY SEWER 6" SEWER STUB (TYP) FG J].1.O 44 1 1 Cal Waktig Days Before Yau pb 811 UNI Untlergrountl Location CeMx 0DMT,rD,OE(WA) 37,80 I; SEE SHEET SS8 NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E. W.M. ALPINE NURSERY 11STk ssMN n I � � 1 J RIM 60+1R40. 4.00 R 9- IE rN �(Nw)xH.0 y �� w w 11IL \\ If �ORVSEWER `� ._________♦ W-cr FIG 370.5 57+Ta 57+6a 58+80 58+40 SS+a0 59+29 59+80 BPFOa 6PF10 aPF60 81+20 D.R. STRONG r CONSULTING ENGINEERSFN30 -I� ENGINEERS PLANNERS SURVEYORS ` 620TTHAVENUE KIRKLAND, WAM& 042582]3033 F42 8ZF2423 SJS AS NOTED =o s;,y�, CITY OF 12 IW 05.x3:;6 wv si `""` TLV °7.28'8 W .� RENTON ""' EAS 9°.1x.17 uu yLp DATUM Planning/Building/Public Warks Dept. ewe°µV ------------- '�"""°a'REVISION ENASIa4C WM I AT � PNPROOSED maN .. __,__ -------- ----------------- ------------------- SSMH 15 Pa9 �ORy K8'R _______ IN W 361 (S) 8" IF OUT A91i SMH 12 (DRY R) la " IE IN d5i+T9-(NW,WliS&M1 " IE OUT° iRgg 65Ff. 7T ( ) SSMH 11 RIM 8" IS IN NW) 36893 ^ n n ry n m n ry M � M v M h n M o ✓1 h ry ✓1 ry ✓1 o ✓1 w ✓1 m ✓1 v ^bl n ✓1 n M M M 57+Ta 57+6a 58+80 58+40 SS+a0 59+29 59+80 BPFOa 6PF10 aPF60 81+20 D.R. STRONG r CONSULTING ENGINEERSFN30 -I� ENGINEERS PLANNERS SURVEYORS ` 620TTHAVENUE KIRKLAND, WAM& 042582]3033 F42 8ZF2423 VERTICAL DATUM. NAND 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DATUM. HAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK. - 1. CITY OF RENTON CONTROL POINT NO 2122 FOUND PUNCHED 1-112" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECPON OF THE CENTERLME OF 148TH PLACE SE AND SE 142ND STREET. ELEVATION = 353,597 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. - (D UTILITY CROSSING, REFER TO C42 FOR DETAILS 3 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: A S BUILT ALPINE NURSERY a 09.28.15 MK SEWER EXTENSION PLAN & PROFILE -161ST AVE SE SS9 U15007366 ,„M, 39 0, az DRS PROJECT NO. 14069 R-390056 S-390020 SJS AS NOTED =o s;,y�, CITY OF 12 IW 05.x3:;6 wv si `""` TLV °7.28'8 W .� RENTON ""' EAS 9°.1x.17 uu yLp DATUM Planning/Building/Public Warks Dept. ewe°µV A Nff AE '�"""°a'REVISION P"aE � VERTICAL DATUM. NAND 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DATUM. HAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK. - 1. CITY OF RENTON CONTROL POINT NO 2122 FOUND PUNCHED 1-112" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECPON OF THE CENTERLME OF 148TH PLACE SE AND SE 142ND STREET. ELEVATION = 353,597 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. - (D UTILITY CROSSING, REFER TO C42 FOR DETAILS 3 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: A S BUILT ALPINE NURSERY a 09.28.15 MK SEWER EXTENSION PLAN & PROFILE -161ST AVE SE SS9 U15007366 ,„M, 39 0, az DRS PROJECT NO. 14069 R-390056 S-390020