Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink About23-33_Cert_Sewer Availability Certificate_564 Nile Ave NE_2739200040_230607SANITARY SEWER AVAILABILITY CERTIFICATE 6th Floor Customer Service 1055 S Grady Way, Renton, WA 98057 Phone: (425) 430-7200 Fax: (425) 430-7300 Page 1 of 3 SECTION A: TO BE COMPLETED BY THE APPLICANT DATE: APPLICANT NAME: PHONE NO: EMAIL: PROPERTY ADDRESS: KING COUNTY TAX ACCOUNT NO: Proposed Use (check one): ☐Proposed Single Family Home ☐Proposed Accessory Dwelling Unit (ADU) ☐Existing Single Family Home on Septic ☐Proposed ______ Lot Short Plat ☐Other (specify) _________________________________ ________________________________________________ It is recommended that a proposed site plan/plot plan is included in order to provide a comprehensive response. SECTION B: CITY SEWER INFORMATION – TO BE COMPLETED BY THE CITY OF RENTON 1.a. ☐ Sanitary Sewer Service will be provided by side sewer connection to an existing inch sewer main located within City Records show a side sewer stub to the property ☐ YES ☐ NO Side Sewer Stub Notes: OR b.☐ The proposed project requires improvements to the City’s sanitary sewer system, including, but not limited to: ☐Extension of approximately linear feet of inch sewer main located in to service the site; and/or ☐Construction of sanitary sewer mains within the project site; and/or ☐Other: Note: Any extension of sewer main requires application and issuance of a Civil Construction Permit. All sewer main extensions shall be designed by a professional engineer licensed in the State of Washington. 2.☐ Reference Data: 3.☐ As a condition of connection, as the subject property is not within the current corporate boundaries of Renton, the owner must execute a Covenant to Annex to the City. 4.☐ The Renton portion of the Wastewater Utility Rates for customers outside the city limits is 1.5 times the standard rate for customers inside the city limits. (City Code section 8-5-15C) 5.☐ Applicant shall abandon the existing septic system in accordance with Section 1119 of the current Uniform Plumbing Code and Section 4-6-040.I.6 of the City Code. 6.☐ The sewer system improvement is in conformance with a County approved sewer comprehensive plan. OR ☐The sewer system improvement will require an amendment to the Renton Long-Range Wastewater Management Plan. 7.☐ The sewer system improvement is within the City of Renton or will be within an existing franchise from King County allowing the installation of facilities in the County Right(s)-of-Way. OR ☐The sewer system improvement will require that Renton obtain a franchise from King County to install the facilities in the County Right(s)-of-Way. 8.☐ Additional Information (if applicable): 2023 Page 2 of 3 SECTION C: PERMIT AND FEE INFORMATION Fee per DU4 # DUs Total Fee 1.a. ☐ Payment of all applicable system development, latecomers, and special assessment fees1: •System Development Charge2 (SDC Fee):$3,650.00 x •System Development Charge2 (SDC Fee) – ADU3:$1,825.00 x •Latecomers, special assessment fees: x x x b.☐ Payment of all applicable permit fees1: •Residential or Commercial Building Sewer Permits: o Side Sewer Permit / Building to Property Line:$393.75 x o Sewer Stub Permit/ Sewer Main to Property Line:$393.75 x •Right-of-Way Fee (if applicable): •Right-of-Way Bond (Refundable): •King County Right-of-Way Permit Fee (if applicable): Total Fees: c.☐ Review and approval of a Civil Construction Permit for improvements to the City’s sanitary sewer system, including payment of all applicable Civil Construction Permit fees. Civil Construction Permit Fees are based on the total cost of construction as outlined in the City’s Current Fee Schedule. 2.☐ Customers making a first-time connection to sanitary sewers in King County, including Renton’s Sewer Service Area, are subject to a sewage treatment capacity charge. The purpose of this King County charge is to pay for building sewage treatment capacity to serve newly connected customers. Single family home capacity charges are based on size of the home, meaning small homes will pay less for the capacity charge and large homes will pay more. The RCE5 assigned to single family homes is based on size. The RCE charge is on a per month basis, billed by King County every three months, for 15 years. King County will give the customer the option to pay the entire fee to King County, at a discounted amount on their first invoice. The capacity charge fee structure is outlined as follows: House Size/Type RCE Monthly Amount Amount Billed Quarterly by King County 15-Year Total Amountto King County if paid quarterly Less than 1,500 SF 0.81 $ 58.73 $ 176.18 $ 10,570.50 1,500-2,999 SF 1.00 $ 72.50 $ 217.50 $ 13,050.00 Greater than 3,000 SF 1.16 $ 84.10 $ 252.30 $ 15,138.00 This fee is in addition to the monthly charge for treatment that Renton is required to collect and pass to King County. Fees are subject to change without notice. See www.kingcounty.gov/capacitycharge for more information. 1.All fees are quoted based on the fees in effect as of the date of this certification. Fees are subject to change without notice. All fees are assessed basedon the fee schedule that is current at the time of permit issuance. 2.SDC Fees are based on the size of the domestic water meter servicing the building. The fees quoted are for up to a 1-inch domestic water meter. Fees for larger meters are available upon request or can found in the City’s Current Fee Schedule. See rentonwa.gov for the current fee schedule. 3.Per Resolution 4484, SDC Fees for Accessory Dwelling Units are assessed at 50% of the Single-Family Rate through 2024.4.DU is defined as a Dwelling Unit, and includes Single Family Homes, Accessory Dwelling Units and/or Duplexes.5.RCE is defined by King County as a Residential Customer Equivalent and is assigned to single family homes based on the size of the home. ADU 0.59 $ 42.78 $ 128.33 $ 7,699.50 Page 3 of 3 SECTION D: CONDITIONS OF CERTIFICATION 1.It is the responsibility of the owner/developer to verify, by an engineering study, whether it is possible to connect by gravity line to the existing City sewer system (a private lift station may be installed, but is not desirable). The City may require, at its option, the verification to be in the form of a letter signed by a professional civil engineer. 2.The City does not guarantee that a stub exists for all properties nor does it guarantee the condition or location of the stub. It is the responsibility of the owner/contractor to have an approved connection from the building sewer to the City's sewer main. If there is a PVC stub, it is in good condition, and the owner/contractor can locate it, then it is available for use. If the existing stub is concrete or clay, the stub shall be lined or replaced with PVC. A Closed Circuit Television (CCTV) inspection shall be performed on the existing stub to determine if it can be lined. The determination of the condition of the existing sanitary sewer stubs shall be the sole responsibility of the City and the City's decision shall be final. If the stub is broken or the City determines that the stub's condition is not acceptable, it shall be the owner/ contractor's responsibility to repair the stub, replace the stub at the existing tee, or to install a new stub and tee directly into the main. The method of repair/replacement to be determined by the City. I hereby certify that the above sanitary sewer information is true. This certification shall be valid for the calendar-year that it was created. CITY OF RENTON - WASTEWATER UTILITY CERTIFICATION 076-N v o Q z K Z CL 8 o! 0 r s O s TOP 6' SS BOTT. an WA cLEARANCE j r 6 [L, r I f -- W Z a rya 456.43 w 0 V U C) (D w r s O s a TOP 6' SS BOTT. an WA cLEARANCE LOT 31 r a SEE SHEET 1. = SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWP. 23N., IRGE 5E., W.M. 20' -20' STEEL CASING PIPE (GR-9) (9.33 INCH THICK NON- COATFD . CONTRACTOR 70 DVERMJNE REQUIRED Sf, AND PIPE SUPPORT. PLACE SPACERS ON THE SEOERUNE AND FILL THE SLEEVE W TH SAND. 6 36.9 5.85 L T / ( `" - _ r \ \ `. ; ,i , 64 • g" PVL .. t RIM #& 471!31 k1 < I , X. 11 , E 2 CONC. 1 RIM 46 9g 1 6` , i \ \ . r< / ` 1 8" IE F-dK (IN) 471.28 ti V _ ' `, I I £ IE 498. 7 1 OUTSIDE DROP r 1 ` _ \ --•-• • - X 22 ` • 15' PUBLIC SEVER ' ! l RS 8'; rE 4lriP.F (IN) 1 , \ : RIM 4 84r#& 48* ° f1j 1 4"11 1 Q" lE 9i9 (IN) rl r .., • 8" IE :13 (IN) 4M in EASEMENT . `\ t i44011d /E P:619 (OUT) 8 lE 4,93 (OUT 47q,60 . \ 18+60.75, I °0 I EX. CB W TRASH RACKi •, (' ? ; i , ! I : - ! " 1+ 36 L.F. \ I F { 1r4lb' l ` IE 464.11 i. • . 5EE RIM *! OP 495.94 STFM i 1\ i r ' (L IEET 25) 8" lE4Ai. t 6 2" ADS (S.) !E 492.42PADEi. 0 1 , r mm24 1't t .. 9.32 .. - • _. \ \ , "i _ - i 4427' f0 IE 44s (IN) r 1 l.2 \ \\ \ r . 2. 1 1 4426510 /E'6' (OUT) Q 1 \, i -"`... ` r t _ .. __.... F.X. CB PAD EL 46'20 - `- ..~... .t `; - -.... . _ ; 1 °D 46 I ' 4 `\ `- .. y 4 .., 1'L2P 497.34 o` . 1 A12 DS N. I 4rE 92.5611 +96 18 LF. I 33 L. I ( ` . , \ M: _-,- o r . - 12" ADS E. !E 492.68PADEL459.5 I ' -- r... _ __ • . _.. _ \ , . , _ t . 6 /E 454.50 i 6 IE 456. DO r 1 r 4 +65 28 L. r Y » i ' 6 /E 470.00 ' ..._ \ _ __ 1 I • 5 T', UP 1. ADS (S.) !E 492.70 4 29 I F. 1 ; ! LT 47.2,E RIM i I J I \ \ \ \ I \ ` _ "'"- G --•fi I I ( 46Q'f 8 11E 46&-R& /N) 1 I 1 i i I 6 / 47500 13+54. 2 L. F':` I Y ` fi I UP21 12 +49 19 L.F. 46291'f 8 /E 6idr 6 OUT) 1 1 1 i i ` I 6 /E 452.00 I , , u- PAD EL 459.0 r I I r I EX. POWER POLE a 6 /E 454.00 I r I : I \ j 1 3 !' ' r t I j % % I % Q !r j 6 I IE 485 Ea0 `' \ \ . PArfl EL 4+Iq'2 0 . > (TO BE REMOVED) I1 t'1 r I PAD EL 461.5 ; J j i PAD EL PAD EL , PAD EL I ` PAD EL I 1 ` J+ 36 LF ,, , • . , I I r t 2+62 33 L F. 474.0 I 47Q D I 48?. d p i I PAD EL \ IE 7.0r rII2- T 19 L. F. 6' /f 455-50 6 IE 453.00 2+ 33 LF. -------------- ' i PAD Q. 4.'58:0 r 6' AE 454.50 1 I I ° ; i `, i ', i ' I i ' + t I i ' ( _ 4dR . i R1M 490-f 4 I t f Y' CL 1 I 1 I jj F 12 CONC. 1 I ( ", ( ', IE 491.5 i lot 14 1 I 1 , , , , _ 4411. s IE' . (n r ( 22 I 8" IE` (OUT) q jJPADa- 46Q5 , \ - - ______ .___________ * P AO EL161743s /E 452 so n , ' I , PrID EL 9 I0 37 36 LF. t PAD EL 457.5 1' F1N GRADE I 1 PAD 47Q0 i PAD EL. I 477.0 ? i PAD EZ I fND EL i CON RS TYP I I r 47,E 0 r l'I ''' 481.0 i ` 48,x 0 \ ` " - 1 \ 1 ' x i `--- __--- i - -_ -_ O EX 12 CONC. -- 4+ 4. I _ IE 489.3RIM. ` (: +61 36 L.F. 3 +59 19 L.F. i `-- -- --- - ' -- \ --- 468 - -__- ` `___ t / 46r di6 /N +4093. 320 R I: I r ; 4 478L - IE 480.00 i PAD EL 46Q0 \ --- _______ _ __ l ( ,. 23OrTT -480 lE- ! 3 +69 38 L. F. - - - - -- ` i8 L.: p)-- -- _ -1 E 454.00 ~` IE 460.00 \ ` _ - - - - - - \ 7E 8e# (Btu f PAD EL 484.0 \ i =• ,: J 4.57. r \ ` 5+ 67 18 L.F.` \ `-- - - \ Mfr -IE -41i - , k "" , ' SEE PROiF1LE SS--B36RIMri16,T -64• ti - 1 " . PAD EL. _ _ _ _ ! . 6 /E 457.00 PAD EL. \ \ I 441.43 10 /E -44#:$F /N 3 .. - -- EiQS ND ` ` ' ?+ 22 .93 R T SHEET 23C) ... ,.,,: _ _ . - . _. . .,464.0 ` PAD EL.. PAD EL I . 441.73 10 IE +l:,EiMF (OUT) - ,TOURS TYP PAD El.. _ w_ ... 0 :1 I ` , R/AI ,6 4=4Z I720. 476.0 " I 461.0 \ ... 8 / 7AOy I .IPADEl. 457. D ,.. +.....u. ,... `:.. ` 473 a1 P Wig TRANS .... MER , 8" lE 00. 06 OUT) _ FOR 480- _- ____.. \ .- . I ° .....`70'-'1YDt1'E 1 ` ` . f 46 L.F, 6 PVC uj919L. F Y s ,f: I 1 \ 1 , 41 4+ 1 _ . 1 6 IE 451. 3Mr 1+ 20 L.F. w PAD Q. 4.56.5 _ . S 6 /E 475.00 Ile ` -- - - - - - - - - - - - - - - - ! , , _.._.,- _, _........ _. i SEE PROIfiLE,' EET 24} :' 3 +' 0 18 L F ' 60 Ti71P 480 28 , , ' i 1 qcLEANOUr24 { i 1 I I f i I 16+591 32 L. F. 5+ 78 32 L.F. ' 5 +58 32 L. F. 4+ 79 3 L.F. Pip 1 6 i 472.00 PAD EL I 6" lE 472.90 PAD EL. 479 0 N - IC l6 /EI 452-00 6 /E 450.10 16 /F 451.37 6 /E . 39 469 0 PAD' EL I 476 0 . r -- , i , . • 4+47,119 L.F. , .?! 1 ------ - -._.\ I 6 IE 5 .50 1k 4 I; I 1 ( -- - - - - - a ` 40 I I 1 •_ - -- - - - - -- ,470 „' -1 \- + - -- -- ' I PAD a. 455.5 < 32 I r -.. ,- -_____ _ --''\ ` _____ . - \ ` TRACT O I ; i CB63029 - -- - ___ __ r5 ` ,--460-- ~\` --____ ~ -470 - C ( ( TOP 497.34 PAD EL PAD FL I PAD EL \ ` _._ - - - - - - - - - - - - - i PAD EL / ` `., - : -478 I I 12" CONC. (N.) !E 483.4 455 D 459. D `i 460 0 464.0 1 r 28 2 % `` ` I i ' !. 12" CONC (S.) !E 483- 426 .PAD EL 478 D -° , j _ _ - 460 0 j i i PAD EL. ` j r ` . _ I ' ~ . • . - ' • - ' • - - c TRACT 1 235 `, + i ` .rr r..r ,r ....T _. J j _ _.. 1 I .: , \ _ ' { I o / OVER HEAD P E0PL! OUW, ........, v. -. ' „v ` _ _...... _ - - _ 1 _ ' EAST, WEST, NORTH, S TH AND NORTHEAST 1 ` P `- 1 u. _ - 5 +D7.47, 4.84 RT (SEE PROFILE SS- 16' PUBLIC SEWER .., UP' GA RIM {," SHEET 22 ,EASEMENT TRACT P 2 +43.14 L.F. 2 +95 14 LF. " - ' .. 10 IE 44"F# 1N 4.11.47 6 /E 454. DO 6 IE 459.00 4+ 18 i 4 L F. - -- - - ---- --•- --- L.J I O 18" "lE 44t:&* (IN) 441.47 OVER HEAD POWER LINE 6 /E 470.0 I I 10 IE $004A (OUT) 441.37 EAST, SOUTHEAST AND WEST OVER HEAD POWER LINE SSA/N 44231 UNDER GROUNDPOWEP. LINE EAST AND WEST 21+89.26, 16.00 RTJJ I ` t NORTHEAST TO BE RELOCA TED UNDERGROUND) RIM 49P:9M •• ( . '.. .. • . I 4 4 ( TO BE RELOCATED UNDERGROUND) 3 +43 14 L.F. , :•', _: h', ' 8R IN 478,47II61E462.00 8" IE (OUT) 467,24 op lb ROLL 2 Q. BE VCHMARK./ A nN. OASIS OF BEAR N=Z AAD 83/Vl CITY OF IiFJV11" N VS COMM ACTT W MarDM aTY OF RSVTON STS GQ.R,/1851 SAW POrvr) AAV GOM ,/1852 M WNITAL DA W. 1 MMTAL NAD 83/W MMVCAL ikATW• I+M C4L- MAW 88 SENO AR• CITY OF RVrTdN UN EY COMM AETM W MOMAWVT P852 3" BRASS ,SURFACE AIIQIINAdENT FVLAV Ar nW CORNM OF IW 4TH S1JEf'1rSE 126TH ST.) AAV 1407H A W SE 10 -RW A" SET RR SFW AN W. FACE OF UNU Y PaE r ABObE GRAOE• SE CON' OF 3311E ELm4ftr 10 M Ir Tap OF 4 -W CONC A11pIrUVINTATMECOR. CFYIE 1E.. -51st 13 SIDE SEWER CROSSING TABLE Lori TOP 6' SS BOTT. an WA cLEARANCE LOT 31 452.87 c m L 0T 30 45742 453.38 1.96' a rya 456.43 458.17 1 1.74' a- LO C) (D w jCD 1- cn w w mna o W 1 4 o V) ry a W ~ Z OpLV) Q. CI U Ur Q h v LLLJ CL U 3 ZI lrJ h W) tl. h O 4,V vr o° i a C4 o Zn1i SEE SHEET 1. = SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWP. 23N., IRGE 5E., W.M. 20' -20' STEEL CASING PIPE (GR-9) (9.33 INCH THICK NON- COATFD . CONTRACTOR 70 DVERMJNE REQUIRED Sf, AND PIPE SUPPORT. PLACE SPACERS ON THE SEOERUNE AND FILL THE SLEEVE W TH SAND. 6 36.9 5.85 L T / ( `" - _ r \ \ `. ; ,i , 64 • g" PVL .. t RIM #& 471!31 k1 < I , X. 11 , E 2 CONC. 1 RIM 46 9g 1 6` , i \ \ . r< / ` 1 8" IE F-dK (IN) 471.28 ti V _ ' `, I I £ IE 498. 7 1 OUTSIDE DROP r 1 ` _ \ --•-• • - X 22 ` • 15' PUBLIC SEVER ' ! l RS 8'; rE 4lriP.F (IN) 1 , \ : RIM 4 84r#& 48* ° f1j 1 4"11 1 Q" lE 9i9 (IN) rl r .., • 8" IE :13 (IN) 4M in EASEMENT . `\ t i44011d /E P:619 (OUT) 8 lE 4,93 (OUT 47q,60 . \ 18+60.75, I °0 I EX. CB W TRASH RACKi •, (' ? ; i , ! I : - ! " 1+ 36 L.F. \ I F { 1r4lb' l ` IE 464.11 i. • . 5EE RIM *! OP 495.94 STFM i 1\ i r ' (L IEET 25) 8" lE4Ai. t 6 2" ADS (S.) !E 492.42PADEi. 0 1 , r mm24 1't t .. 9.32 .. - • _. \ \ , "i _ - i 4427' f0 IE 44s (IN) r 1 l.2 \ \\ \ r . 2. 1 1 4426510 /E'6' (OUT) Q 1 \, i -"`... ` r t _ .. __.... F.X. CB PAD EL 46'20 - `- ..~... .t `; - -.... . _ ; 1 °D 46 I ' 4 `\ `- .. y 4 .., 1'L2P 497.34 o` . 1 A12 DS N. I 4rE 92.5611 +96 18 LF. I 33 L. I ( ` . , \ M: _-,- o r . - 12" ADS E. !E 492.68PADEL459.5 I ' -- r... _ __ • . _.. _ \ , . , _ t . 6 /E 454.50 i 6 IE 456. DO r 1 r 4 +65 28 L. r Y » i ' 6 /E 470.00 ' ..._ \ _ __ 1 I • 5 T', UP 1. ADS (S.) !E 492.70 4 29 I F. 1 ; ! LT 47.2,E RIM i I J I \ \ \ \ I \ ` _ "'"- G --•fi I I ( 46Q'f 8 11E 46&-R& /N) 1 I 1 i i I 6 / 47500 13+54. 2 L. F':` I Y ` fi I UP21 12 +49 19 L.F. 46291'f 8 /E 6idr 6 OUT) 1 1 1 i i ` I 6 /E 452.00 I , , u- PAD EL 459.0 r I I r I EX. POWER POLE a 6 /E 454.00 I r I : I \ j 1 3 !' ' r t I j % % I % Q !r j 6 I IE 485 Ea0 `' \ \ . PArfl EL 4+Iq'2 0 . > (TO BE REMOVED) I1 t'1 r I PAD EL 461.5 ; J j i PAD EL PAD EL , PAD EL I ` PAD EL I 1 ` J+ 36 LF ,, , • . , I I r t 2+62 33 L F. 474.0 I 47Q D I 48?. d p i I PAD EL \ IE 7.0r rII2- T 19 L. F. 6' /f 455-50 6 IE 453.00 2+ 33 LF. -------------- ' i PAD Q. 4.'58:0 r 6' AE 454.50 1 I I ° ; i `, i ', i ' I i ' + t I i ' ( _ 4dR . i R1M 490-f 4 I t f Y' CL 1 I 1 I jj F 12 CONC. 1 I ( ", ( ', IE 491.5 i lot 14 1 I 1 , , , , _ 4411. s IE' . (n r ( 22 I 8" IE` (OUT) q jJPADa- 46Q5 , \ - - ______ .___________ * P AO EL161743s /E 452 so n , ' I , PrID EL 9 I0 37 36 LF. t PAD EL 457.5 1' F1N GRADE I 1 PAD 47Q0 i PAD EL. I 477.0 ? i PAD EZ I fND EL i CON RS TYP I I r 47,E 0 r l'I ''' 481.0 i ` 48,x 0 \ ` " - 1 \ 1 ' x i `--- __--- i - -_ -_ O EX 12 CONC. -- 4+ 4. I _ IE 489.3RIM. ` (: +61 36 L.F. 3 +59 19 L.F. i `-- -- --- - ' -- \ --- 468 - -__- ` `___ t / 46r di6 /N +4093. 320 R I: I r ; 4 478L - IE 480.00 i PAD EL 46Q0 \ --- _______ _ __ l ( ,. 23OrTT -480 lE- ! 3 +69 38 L. F. - - - - -- ` i8 L.: p)-- -- _ -1 E 454.00 ~` IE 460.00 \ ` _ - - - - - - \ 7E 8e# (Btu f PAD EL 484.0 \ i =• ,: J 4.57. r \ ` 5+ 67 18 L.F.` \ `-- - - \ Mfr -IE -41i - , k "" , ' SEE PROiF1LE SS--B36RIMri16,T -64• ti - 1 " . PAD EL. _ _ _ _ ! . 6 /E 457.00 PAD EL. \ \ I 441.43 10 /E -44#:$F /N 3 .. - -- EiQS ND ` ` ' ?+ 22 .93 R T SHEET 23C) ... ,.,,: _ _ . - . _. . .,464.0 ` PAD EL.. PAD EL I . 441.73 10 IE +l:,EiMF (OUT) - ,TOURS TYP PAD El.. _ w_ ... 0 :1 I ` , R/AI ,6 4=4Z I720. 476.0 " I 461.0 \ ... 8 / 7AOy I .IPADEl. 457. D ,.. +.....u. ,... `:.. ` 473 a1 P Wig TRANS .... MER , 8" lE 00. 06 OUT) _ FOR 480- _- ____.. \ .- . I ° .....`70'-'1YDt1'E 1 ` ` . f 46 L.F, 6 PVC uj919L. F Y s ,f: I 1 \ 1 , 41 4+ 1 _ . 1 6 IE 451. 3Mr 1+ 20 L.F. w PAD Q. 4.56.5 _ . S 6 /E 475.00 Ile ` -- - - - - - - - - - - - - - - - ! , , _.._.,- _, _........ _. i SEE PROIfiLE,' EET 24} :' 3 +' 0 18 L F ' 60 Ti71P 480 28 , , ' i 1 qcLEANOUr24 { i 1 I I f i I 16+591 32 L. F. 5+ 78 32 L.F. ' 5 +58 32 L. F. 4+ 79 3 L.F. Pip 1 6 i 472.00 PAD EL I 6" lE 472.90 PAD EL. 479 0 N - IC l6 /EI 452-00 6 /E 450.10 16 /F 451.37 6 /E . 39 469 0 PAD' EL I 476 0 . r -- , i , . • 4+47,119 L.F. , .?! 1 ------ - -._.\ I 6 IE 5 .50 1k 4 I; I 1 ( -- - - - - - a ` 40 I I 1 •_ - -- - - - - -- ,470 „' -1 \- + - -- -- ' I PAD a. 455.5 < 32 I r -.. ,- -_____ _ --''\ ` _____ . - \ ` TRACT O I ; i CB63029 - -- - ___ __ r5 ` ,--460-- ~\` --____ ~ -470 - C ( ( TOP 497.34 PAD EL PAD FL I PAD EL \ ` _._ - - - - - - - - - - - - - i PAD EL / ` `., - : -478 I I 12" CONC. (N.) !E 483.4 455 D 459. D `i 460 0 464.0 1 r 28 2 % `` ` I i ' !. 12" CONC (S.) !E 483- 426 .PAD EL 478 D -° , j _ _ - 460 0 j i i PAD EL. ` j r ` . _ I ' ~ . • . - ' • - ' • - - c TRACT 1 235 `, + i ` .rr r..r ,r ....T _. J j _ _.. 1 I .: , \ _ ' { I o / OVER HEAD P E0PL! OUW, ........, v. -. ' „v ` _ _...... _ - - _ 1 _ ' EAST, WEST, NORTH, S TH AND NORTHEAST 1 ` P `- 1 u. _ - 5 +D7.47, 4.84 RT (SEE PROFILE SS- 16' PUBLIC SEWER .., UP' GA RIM {," SHEET 22 ,EASEMENT TRACT P 2 +43.14 L.F. 2 +95 14 LF. " - ' .. 10 IE 44"F# 1N 4.11.47 6 /E 454. DO 6 IE 459.00 4+ 18 i 4 L F. - -- - - ---- --•- --- L.J I O 18" "lE 44t:&* (IN) 441.47 OVER HEAD POWER LINE 6 /E 470.0 I I 10 IE $004A (OUT) 441.37 EAST, SOUTHEAST AND WEST OVER HEAD POWER LINE SSA/N 44231 UNDER GROUNDPOWEP. LINE EAST AND WEST 21+89.26, 16.00 RTJJ I ` t NORTHEAST TO BE RELOCA TED UNDERGROUND) RIM 49P:9M •• ( . '.. .. • . I 4 4 ( TO BE RELOCATED UNDERGROUND) 3 +43 14 L.F. , :•', _: h', ' 8R IN 478,47II61E462.00 8" IE (OUT) 467,24 op lb ROLL 2 Q. BE VCHMARK./ A nN. OASIS OF BEAR N=Z AAD 83/Vl CITY OF IiFJV11" N VS COMM ACTT W MarDM aTY OF RSVTON STS GQ.R,/1851 SAW POrvr) AAV GOM ,/1852 M WNITAL DA W. 1 MMTAL NAD 83/W MMVCAL ikATW• I+M C4L- MAW 88 SENO AR• CITY OF RVrTdN UN EY COMM AETM W MOMAWVT P852 3" BRASS ,SURFACE AIIQIINAdENT FVLAV Ar nW CORNM OF IW 4TH S1JEf'1rSE 126TH ST.) AAV 1407H A W SE 10 -RW A" SET RR SFW AN W. FACE OF UNU Y PaE r ABObE GRAOE• SE CON' OF 3311E ELm4ftr 10 M Ir Tap OF 4 -W CONC A11pIrUVINTATMECOR. CFYIE 1E.. -51st 13 SIDE SEWER CROSSING TABLE Lori TOP 6' SS BOTT. an WA cLEARANCE LOT 31 450.84 452.87 2.03' L 0T 30 45742 453.38 1.96' Lor 29 456.43 458.17 1 1.74' AEY MAP NOT TD SCALE SCALE: 1 " = 40' 0 20 40 80 s- 3i8 a CAU L OF EVS77NG Unu77ES SNOW IS APpRommA Yr AND AAA Y Nor BE ACCURA TE OR ALL NCL.UV VE. IT IS THE CAN7RACTORPS RESPONSyOUTY TO FIELD VERAF'Y LOCAnON OF U7X/71ES PRIOR TO PROCEEDING IN7H COINS7RUCnON.' VOTE.• ALL PROPOSED SANITARY SEKR MANHOLES SHALL BE 4800 UAN EW 07HERWSE /NQICA 70. NOTE;• SEE SE'PARA 7E WA WR PLAN SET FOR WATER PLAN AM PROFILE IWOWA MW AS- CONSTRUCTED PLANS SEE SHEET 1 FOR STATEMENT) Q2005 TRIAD ASSOOATES At Z qq V 1 TRLAD ASSOCIATES 12112 115th Ave- NE Kkidand, WA 98034 -6923 425.821.8448 425.821.3481 fax 800.488.0756 ION free www.biodasooc.com oV y 0 j ti V O d Q y o 0 v Q Illft X 3 12 0 O ao Q K,7 _ r Eill P2ww VANAG88 AVW A. *VGZR PLS PROJECT SUBYMB J"ECCA S a&wAA PE PRWM EHGI m q'FRr L. ccaX ASCA FIRST SUHK17 TAL DATE: 4114104 SCALE: NW: 1 -40' VW.:N /A 11640GGoS WAS v61 a .Z, E. ^ 37359 w s'C JONAL E 56 EXPIRES 11/15/05 515 STAMP NOT YAIID UNLESS SIGNS AND DATED k 0 1- 159 SEW No. 17or33____,_ s 1 o o 4