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HomeMy WebLinkAbout20260618_PWD4149_App i WATER AND SEWER AVAILABILITY REQUEST Community and Economic Development City of Arlington• 18204 591h Avenue NE•Arlington,WA 98223 • Phone (360) 403-3551 Submittal Requirements: 1 Complete Application 2. 8-1/2"x 11" Site Plan/Sketch of the Proposal Type of Request: ❑ Water Only ❑ Sewer Only 0 Water and Sewer Location/Legal Property Address: 2310 WA-530 ARLINGTON, WA 98223 Lot#: Parcel ID No(s): 31050800301300,31050800301500,31050800301700 Subdivision: Project Scope of Work: New restaurant with parking lot, and new water/sewer services Owner Name: V12 Venture Capital, LLC Office No.: Email Address: jagbir_singh92@yahoo.com Cell No.: Mailing Address: City: State: zip: Owners Agent: Gerald Koh Office No.: 3106345204 Email Address: gkoh@milrose.com Cell No.: 3106345204 Mailing Address: 8370 Wilshire Blvd #330 city: Beverly Hills State: CA Zip: 90211 RESIDENTIAL INFORMATION ❑ Proposed Single Family Residence ❑ Existing Single Family Residence ❑Accessory Dwelling Unit ❑Proposed Multi-Family Residence: #of Units #of Buildings ❑ Residential Plat: #of Lots COMMERCIAL INFORMATION 0 Binding Site Plan/Plat: #of Lots 3 #of Phases 1 #of Buildings 1 Total Square Footage 39,341 TYPE OF COMMERCIAL USE ❑ Hotel/Motel 0 Food Service ❑ Medical/Dental ❑Office ❑ Retail ❑Vehicle Service ❑Warehouse/Storage ❑ Industrial ❑Other(specify): Commercial Water Usage: Monthly Estimation: Gallons WATER,SEPTIC SYSTEM AND FIRE Is there an existing Well on the property? ❑Yes ✓❑No Is there an existing Septic System on-site? ❑Yes ✓❑No Water Meter Size Requested? ❑ 5/8" 0 1" ❑ 1.5" 0 2" ❑ 3" ❑4" ❑ 6" Type of Fire Protection Requested? 0 Fire Sprinkler System 0 Fire Hydrant ❑Unknown I, the undersigned, request City ofArlington Utilities Division to certify willingness to provide water and/or sewer as indicated. The above information is complete and accurate to the best of my knowledge. I understand that any changes to the above information must be reported immediately to the City ofArlington Utilities Division as a condition of Utility Availability approval. ?"'azd&&/� Gerald Koh 6/18/26 Signa ure(owner/agent) Print Name Date Pagel of 2 REV02.2022 TO BE COMPLETED BY THE CITY OF ARLINGTON CITY OF ARLINGTON UTILITIES DIVISION — PRELIMINARY INFORMATION / CERTIFICATION A water main or other capital facility improvement: ❑ is required; ❑ is not required. (If required, refer to below conditions). Water is presently available from the City of Arlington to service the above referenced property and specified number of connections upon payment of applicable connection fees and charges. Fire Flow Estimation: Static Pressure Residual Pressure Flow gpm A sanitary sewer main or other capital facility improvement: ❑ is required; ❑ is not required. (If required, refer to below conditions). Sanitary sewer is presently available from the City of Arlington to service the above referenced property and specified number of connections upon payment of applicable connection fees and charges. Approved By: Date: EXPIRES 18 MONTHS FROM DATE OF ISSUANCE Additional Comments/Conditions: NE 1/4 SW 1/4 SEC. B1 TWP. 31 N.1 ROE. 5 E., W.M. J £ ® J SSMH M5380 W w Z a W 3 a RIM 45.28 N CD 8 PVOIE38 OS(W)_ QZ a'NO PARKING ANYTIME" 8 WC1E 3X7Y Z p < 8 P/C'1E 37fiT(Nj \� 'NO PARKING ANYTIME L LL W 3 K3 \ u U �.............. I �/ 8'PVC.IE 3753(E) I \\ _ z0 rc O ry _ � W W U 5 (/ \�_- ! 6.5� $. �Y f // -FED w F♦C � [[ I POINT COMMENCEMENT I 775T 79 ..:IN BI 395fi E:268357 -_ - I_ - -- 78899^' -1--�^ '. � - - t, cB6srs TYPEI i SCALE: 1"=20' a ui N 87°39'SG E 1299.63 I :. - R161.43. • I J 53O 4 PVC IE'4i73(S} 0 10 20 40 Z O 12'CONCIE4117 ENY• - 1 :: 2 wATERSERWCE 1 G H wAY - ,. I N 4"f1RE I E' Nr DGNNECTION r' ( ) j y m W m CONNECTION N 1"IRRI TI N E VI E. & - W O N CONNECTION - -' -�J- - i:n 'A W ❑-� 44 _ W� CB kfi155 TYPE ,, �_T ...�, _ z_ 1 W W- -w -r} sob W - - - ° RIM 44.85 - - . / 1 - - - - W= '- 12 CONCIE 4257(W) - r/ ^W zS $ .rylr�v, 11 I w -� �.0 E3J--�_ _SD- 1 D-"'�'{} l'/ \ 1 -RIM.44 22 9 I 4.LTARE \ / J VA. .- -CBN5154 7VPE I- - I - /.�i I I RIM44371 /--J I } 8'PVC IE 39.26(SE) ---+ED-9---- I 2'DOMESnC -2'DOME$AC 8'PVC`UNABLE TO MEASURE(N) SD � _- I I 89 12 CONGIE 42.27(E) - -I I -�\ I "'I I 1 I WATSRMETER WATER BFP - _ -I '.I I I 6•PVCSW IE39.44 1 { TOC 1 1 I I \ 1 - CB9515fi.TYPEI -�RR A N ) 1 } �_ FL 4-5.3E VD A5347 TY.PEI .- RIM45.55 / 1 - 1 RIM 4355. --. r 4374 -.{ 52'S' I- AYATERME 1 I 1 1 ---.DB 3 I I0- GONG 1 I 4 PVCIE 42;BD(N} I = - 12"GONG IE 4248(W) I I 1 - : -1 P`-`--O _ OP pF - OR pp----OP- ! 4 I - --Op--. Or =oP- :4i lz°�' i 1 aa]D FOUNDREBAR '.L 1 I I -TOG 458H - 4414 FOUND RE13 a�� -. I --'. LA N 87 39'S6'E'.959.9T - TOG 45.52 AT .G4552 SD STCR TABLE SS STCR TABLE z TOC 47.60 FOUND REBAR CAP STAMPEp'SOG D U STCR DETAILS STCR DETAILS m 46 (LS NUMBER ILLEGIBLE)'AF'CORNER. ♦� 1'IRRIGATION t '- ' j BFP I% TOG 45,85 TOC 44.85 RIM 46.81 RIM 44.35 W 1 \ TOC q].22 94'-1 FL 45,35 46 FL`M•3•'` CB 1 12"IE 40.40(IN-N) BBCD 1 6'IE 40.60(IN-W) K EX COFFEE STAND I'. TOC .88 '12 FL 46] 103'6' - TOG45.2fi 12"IE 40.40(OUT-W) 6"IE 40.60(OUT-NE) FL 4fi.38 0°'B� �vN � Fl46.78 TOG 4662 39.12 - RIM 45.38 RIM 47.33 FL 4612 TOG 48.50 V6v / RELOCATED FIRE C B 2 12'IE 40A2(IN-W) S S C D 2 6'IE 42.70(IN-S) ZONE X --TOCd8.80 �% Z 48 FL 48 00 HYDRANT W/BOLLARDS 2"IE 40.82(OUTS) 6"IE 42.70(OUT-E) FL 46.30 \..IC 9 4 ':9Q ti&g6;.+'.• � -.x �� � RIM 46.76 RIM 47.13 ZONE AE BOUNDARY : ::-A 4 TOC48.10 �:! 7 8,48 . TOC 4526 CB3 12'IE 41.82(IN-W) 6'IE 43.fi5(IN-E) EX AIR PUMP 1- '.• g20 FL 47.60 1 •� FL a478,: O ,10P 12"IE 41.82(OUT-E) SSCD3 6"IE 41 (IN-S) • ` s TO L 48 50 1 IE 40.32� DF �O' O 9 6"IE 43.65(OUT-N) TOG 46.80 wII FL 480D G� O FOGY CB 4 RIM 46.12 6 60 12' G 00 12"IE 4222(OUT-E) RIM 4842 FL 46.30 u - ---- pP�OG.{O� BBCD SA 6"IE 4418(IN E) EX CONCRETE WALL LLI S f- 6.34 OGj rO G. RIM 4502 6"IE 4418(OUT-w) I 4T MCDONALD'S TOC4664, V\ Y1A CB 5 12"IE 4052(IN-S) 'm RESTAURANT TOG 47,53 FL4614 3 P• 12-IE 4052(OUT-E) RIM 4697 ZONE AE 46 8.50 MODEL4590 FL47,03 GE'• SSCD 4 4-IE 4405(INSE) TOG 4fi.48 7:80 APPROX.4,143 SF °n '^= RIM 43 36 4"IE 44.05 OUT-N } O 4'yG FL 45.96 TOG 48.50 0+ .ter TOD46 SM1'.:,0`I'1 C B 6 12'IE 41.31 OUT-N ( ) m _ FEE 48.50 FL 48,00 rL 4614.- ( ) ?05 00 N 00°ST44"E �5S BFE 48.38 `ry' RIM 47.02 GG03G0� 200A0 / �� ("` *` EX CONCRETE WALL CB'] RIM 43.73 SSCD 5 4"IE 44.57(IN-E) A ?P�9y Pr 4 6 \ •26-6 6'EE 44.280NNECTION ^`„� 12'IE 40.70(OUT-N) 4-IE 44.57(OUT-NW) F �5 P 1 500 GALLON GREASE II S=0 204- TOC 48 50 4: O,OX O INTERCEPTOR 'j FL 4800 I'•-; RIM 44.34 RIM 48.34 ❑ 4+ T SDMH 1 12"IE 40.20(IN-E) SBCD6 4-IE 44.78(IN-E) 4"IE 43.88(INS) 3'-0" TOG 47.68 80'-12' 12"IE 40.20(OUT-W) 4"IE 44.78(OUT-W) ❑ 6'IE 43.63(OUT-N) _ FL 4718 TOC 48.39 OJl II 26-0 FL 47,89 RIM 4fi.00 Z • 4 6.66 YD 1 fi•IE411.50 50((O E) 12'D 5'12 10'-0' Z ./7 .1N = y RIM 48.35 q•4' TOG 4850 L 12'D FuTn7TOC 46.15 'y I YD 2 fi'IE 42.00(IN-N) ❑ TOG 45.48 - FL 45.65 A' } -. FL 4800 I 6'IE42.00(OUT-E) '���I1�• FL 44.9g GREASECONNECTION X RIM 48.00 LJ T FL 45.67 I' -) 4'I 6 7 YD 3 6-IE 42.50(OUT-S) Z • TOG 48,50 RIM 44.07 - �� �♦ TOC45.41 I " 5 I.L4 4800 12"IE 40.50(IN-N)49. YD 2 TOG48,39 YD 4 12-IEQ.50((OUTSW) Z Z ❑ En Q �_ 12"IE 443 d I d - R2MIE340 _- 9 STORMTECMSC-50D CHAMBER ---� $� - ° ' YD 4A 65((IN-N) ❑ DETENTION SYSTEM • - - TO L 48.82 TOC 47.10 SPLA _ I i" 'v -� - R7@F�. fL 4.45 P'CURB 12'IE 40.65 OUT-W) I Q 0 Q '--8 2 FL 47.82 FL 4660 I SH BLOCK; APPROX 15748 OF I I - _ RIM VARIES TOG 44.40 I -� - TOG 47.02 I EL 4445 - R22::E 0. J J rv❑1 TOP OFCHAMBERS42.95 FL 43.90 r 4838 FL 46.62 1 I - YD 4B 12"IE 40.95(IN-N) a a m 12"IE 40.96(OUTS) TOP OF ROCK 43.45 \ YD 1 / i TFFL 44.45 ❑ MWS 42.95 82'-12" TOG 48.40 FL 47.90 •y' 'Y ' ;. I OQ RIM,4 4151 0. BOTTOM OF CHAMBERS 4020 � •• EL".45CUT&SPLASH BLOCK YD 4C _ d4.80� 60 �• /rC v' • a, 8'IE4• EL 44.45 O 5� 12"IE 40.95(OUTS) ❑ 30'ACCESS EASEMENT 7%.8 ,'•• ��%OGr' _ ❑ PER REC.NO.200907010571 �FJ RIM 42.81 L!46,89• PGOG YD 5 12"IE 40.95(IN-N) ❑ TOG 44.89 I - 30'NVLOPLA1 14:3] 50 SF TYPICAL BIORETENTION W/12'SO 00 O'C 12"IE 40.95(OUTS) N N FL 44A9 --I INLET W/OP UNDERDRAIN&1"ORIFICE PER SWNI TOG 48. 48.7 GRATE EL 43A5 12"IE 40.5F�T FL 47.90 46' RI 1 TOG 46.05 .::, 3�P.R� i RIM 42.81 W ❑ SDMH 1 I FL 47.92 46 FL 45.55 YD 5 GP-' YD 6 12"IE 40.95(IN-N) 4 2G 4.45 TOG 44.75 J'1r 12"IE 40.95(OUTS) rc1 CONTROL STRUCTURE O FOUN D REBAR AND CAP STAMF / m Z IL RIM FL 44.25 'CASCADE PUS 12716"1.0'N&0 RIM 46.41 C\1 12"IE40.20(IN-E) : v..'.; TOG 4500 47'-12• 0'-12"@0.60% OF CORNER. YD'7 12"IE 41.80(IN-N) ❑ 12 IE 40.20(OUT-W) I 4.5) FL 44.50 12"IE 41.80(OUTS) J F TOG 44.97 J '�I FL44A7 2 TYPE III BARRICADES PER - - - - RIM 44.57 I.1 Q L y TOG 43.81 w FL43.31 12 IE4030� SNOHOMISH COUNTY EDDS YDB 12"IE 42.35(IN-W) W - 55. - _ - TOO 44.60 STD DTL 4-185 12"IE 42.35(OUTS) - LJ Z BIOPOD 44IB +-- 5(. - ` 21412'@ 1- FL 44.10 Ll m RIM 44.10 I $ TOC45 10 - 05 TOG 80 TOG 44,20 v1� 12•IE 40.15 "'0 \ FL 43.70 L `v' Q LI- ,z•IE 39.15 '•.'' -g 25'-12" a Q TOC 44.60 STAMPED"CASCADE 12716'0.3' I 0'-12-a@ 0.50% N�9°02'18''W 159 70' i--43.21 FL 41.10 O N ABOVE GRADE,WITH LATH I ��� 3.21 SAVING THIS IS A 6'OFFSET I 42 WEST TO CORNER,FOUND BAR I -- -------- 3.21 IS O.T S&O.T E OF CALCULATED r F OFFSET POSITION. 40 2 71 L 41.6 L 9 I I 38 5T-12- U wI I LIMIT OF "I I DAYLIGHT STORMWATER FROM 7? 42 GRADING - STORMTECH CHAMBER O. GO eil _ SYSTEM TO DISCHARGE INTO CT�'1 (��' 12'DIFFUSERTEEPER EX ROCKERY I I DRAINAGE BASIN CONNECTED OG�p'3 FO SNOHOMISH COUNTY •��'pF WqS�F,o TO A 25LF ABOVE GROUND P,PgO,4O STD DTL 5-085 PERFORATED 12•DIIFFUSER Q y0 O 12'IE 40.00 I = C C PIPEREE PERENOHOMISH �O VY�YcrG O l pI COUNTY STD DTL 6085 12-IE 39.00 a LLII 1D' I O 55765 �� ' I I I F�F015TERE���2 S'YYONAL E.� - MATCHLINE - SEE SHEET UT-02 0 y EXISTING UTILITY NOTE EXISTING UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION.THERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE SHOWN,OR THAT THE LOCATION,SIZE AND JOB NUMBER: MATERIAL IS ACCURATE.THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING 251307172 WHERE CROSSING,INTERFERENCES,OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES,TO DETERMINE ACTUAL LOCATIONS,SIZE SHEET NAME: n AND MATERIAL.THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR U T-O I PROTECTION OF SAID FACILITIES.THE CONTRACTOR SHALL NOTIFY ONE CALL AT 8-1-1 3 (WASHINGTON811.COM)AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION. BHT 15 0 F 7