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21913 78TH PL W.PDF111111111111 6720 21913 78TH PL W I ADDRESS: Z71*3 -75A TAX ACCOUNT/PARCEL #: BUILDING PERMIT (NEW STRUCTURE) M COVENANTS (RECORDED) FOR: CRITICAL AREASM 1,0o(p - Olt DETERMINATION: (:]Conditional Waiver OStudyRequired D4Waiver CRITICAL AREAS #: DETERMINATION: El Conditional Waiver El Study Required El Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORD FOR: P5-RMITS (OTHER — list permit Xs): PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: SEWER LID FEE $: LID M SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) M GEOTECH REPORT DATED: STREET USEIENCROACHMENT PERMIT M FOR: WATER METER TAP CARD DATED: OTHER: L:\TEMP\DST's\Forms\Jana's Street File Checklist 5-14-08.doc j Certificate of Occupancy Building Division .1 'Q C. I S 9'J This certificate is issued in accordance with the requirements of Section I I I of the 09 International Building Code cerffying that at the time of issuance this single family residence was in compliance with the applicable provisions of the codes and ordinances of the city regulating construction and use of buildings. Description: 64 - Single Family Residence New Site Address: 21913 78TH- PL W, EDMONDS Construction Type: VB Owner: BELTON HOMES, LLC 16108 ASH WAY SUITE 201 LYNNWOOD, WA 98087 (Wuilding Official Permit No: BLD20120578 Parcel No: 00461000201500 Occupancy Group: R-3 4 POST IN A CONSPICUOUS PLACE 06/26/2013, Date Issued b"'TREETFILE L I A._.- E.-EATS -IMEREORMIC, -.1, 1. I.- u LOE.— E, RA_ RE - ... .. _S 0" TEST RE-TS TO TNE 'I'A'ANO RE ETNTRAII� _T.4 ZALL BE RA__ 7. - ..., AOVS A., E 6. STREET TNO IlLAN AND LlNDERGROAND VIRITT KAN IT G. .S. POWER. ELE—C. NK."..) WE .1 - LOTS �. "... .— . _u. _ . E.. I— SECTION 30, T.27N., R.4E., W.M. I STONEBRIDGE COURT PRD 77t I A E 6 BENCH MARK TOP Ol' IA. OF EATIRA OF AAMATLA.E ..A. �. MENI. — � ... TOP — —1 OF F:E I IE —1 — I 1-1 1 _::.1 LOT IMPERVIOUS AREAS (SF) LOT �/EAVE�Cll W ..EREPE TOTAL 1 2.2 "1 "1 1 1 17 ST. I 114 =2 1.2 7 117 7 221 . _ — "I . 21. SIT, To (Aff A. —TE (—.) - - - - - - - - - PROJECT CONTACTS ENGINEER/SURVEYOR APPLICANT/DEVELOPER =L%A Ocn.i -ET tOREE O,JAOE _A. A 1.211 SARTE L—ADOE. AOOO. GEOTECHNICAL ENGINEER OWNERS 21. -1. E. RASRRAETOA, RISKS E� — _ 42-12-4704 SAA.. PAAA E. _. 7, --- ---7 STRUCTURAL ENGINEER LANDSCA-E ARCHITECT .__ A- - 1. , CER, IcT, DAN IOSVI -AA LA --PE AR-TEITS A. AM- 1A_E` NxA 1-1 Ill. A. S� Z�lt I -A.. 2ff=z- E .2 -!1-- I-R. STOR..A ;R ALLIED cm NOTES SANITARY SEWER WATER 1, TOPERRAR44 FROM RE_ + EYC';CITY 2 -11 997. - I I _ y --- =T ASSOU TELEPHONE 3 AS SlKRRN O� 1 SCALE: FR.T. E E_T A." REMEE..S. .- RE _,EE, A, A TION O� AT POLICE PROTECTION ............. A AL. AS MY c" ' E' E PRWTECTION 4 S-T 1-1-rIlIST _1ATM2).1ST_ CIVIL SHEET INDEX ZPKI ill k1 AV CI ROAD AND STE DEVELOPMENT PLAN C2 ENS11NO CONDITICICS & DE1lD1JT1 WA SOAND E LEmom Lov 11-Sauerl and & A:sociates, In" D—bp—t COOSSlI IM7 35th A SOILR, =OR Ld. III 9W36 �b mig PER C3 CLEARING. MADING AND SWPPP Q1 -4: z C4 ROAD & STORM PROFILE AND STE DETAILS _j Q: o- o 0 SANITARY SEWER PLAN & PROFULE CS 0 OF EDMONDS El. E2 & E4 DETAILS ZONING —1 IN. F- CL F- : 0 CITY OF EDhI ES & E7 DEJAIL!5 ASSESSOR'S TAX z zC? 220th ST S.W. -------- CIS WSDOT DETAILS PARCEL,,NUMBERS C� U) U) GO TRAJFFIC CONTROL PLAN CIO SCNINO, STRIPING & MONLIMENTATION PLAN —=_ oz -------- -- - CII STORM DRAINAGE PLAN SITE ADDRESSES 0 _j LLJ Q) c;o LANDSCAPE PLAN L-1 STE PLAN _ I— EDm— =TU"WO. > Of z LLI L-2 DETAILS a 0 L, 1�4j 0 P= STRUCTURAL PLAN PLAN W (z) 0 LLJ 4 (SEPUZATE SET) S-1 STRUC AL NOTES & —CA,L DETAILS U) - LIO & FOLIMIDAMON PLAN - WALL SECTIONS S 2 LEGAL DESCRIPTION < 0 D :C 1. .—Ell AERES. AEE 1. —T LOTS =9%"T..`E'. OF —..- EOU.T1. RE — 0 z 0 < . _ _, OR __. _ OR RA TOM TO .."EN", __ A. _=OOF ,c_ 0 Ck: IMPFRIAOLIS AREAS V) LOTS 11. SF 0' RA, ill. S' I TOTAL - S— MOM: APPROVAL OF �ESE PLANS DOES NOT CONSTITUTE APPROVAL i AREA (=ARE —ATE. REPLAIE. D.D.IT RIGALATE. .E. ( . I .... 41202 .1. AREA __ R, —. _,TR AREA I VET AR-TEIR AREA — TO ME MULATED T III— OF SINGLE FAMILY RESIDENCES AND ASSOCIATED SETBACKS. A SEP TE BUILDING PERMIT IS REWRED FOR REVIEW AND APPROVAL OF TFIE SINGLE FAMILY RESIDENCES. APPROVED FOR CONSTRUCTION AS SHOWN CITY OF EDMONDS ci 1-800-424-5555 000TADVMINA) 4912 1w Zone Corner Fla&_ STONEBRIDGE, LOT 8 BELTON HOMES, LLC APPROVED BY PLANNING Setbacks &quired Actual 16108 ASH WAY, SUITE 201 Front 2-15 F3 LYNNWOOD, WASHINGTON 98087 OFFICE : 425-775-8661 FAX : 425-742-8469 P- 1) - 'k 0 Q -7. -2- siaes 7-5 SITE PLAN INFORMATION STATE REGISTRATION #BELTOHL883L2 c Rear 1.5 PROPERTY OWNER & CONTRACTOR: N, Other P Ail 0 , [I f Yo V-n F- BELTON HOMES, LLC LOT COVERAGE 16108 ASH WAY, SUITE 201 LYNNWOOD, WA 98087 FOOTPRINT — 1,822 SQ FT --.390 425-775-8661 COVERAGE 1,822--5,714=31.8% N"\ Ilk, — — — — — — — — — SITE ADDRESS: 1.39, SD LOT 8 INFORMATION —88-41'61�—E 21913 78th PLACE W. TOTAL LOT AREA — EDMONDS, WA 98026 Ln— 11 — 5,714 SQUARE FEET LEGAL DESCRIPTION: J�-D=1.061 Ik 22.00' AREAS co, LOT 8, STONEBRIDGE COURT GF=387.08 ct 1969' MAIN FLOOR 1,282 SQ. FT. UPPER FLOOR 1,383 SQ. FT. w Rk- ASSESSOR'S PARCEL NUMBERS: GARAGE 415 SQ. FT. !2 PORCH 63 SO. FT. �i 00461000201500i WALKWAY 159 SQ. FT. c. 00461000201600, DRIVEWAY I A 508 SQ. FT. 0 , S� 6 R 00461000201701 PATIO 114 SQ. FT. 1' PUBLIC 5.50 IMPERVIOUS AREAS 6 �2,F SIDEWALK HOUSE/EAVES/PORCH 2,009 SQ FT EASEMENT PLAN 464-B X DRIVEWAY 508 SQ FT GARAGE LEFT 0 19 - .0 98 1 1 CONCREIE 273 SO. FT Cf.) ss- 6 3 SF MF=387.8 (3) 2,790 SQ FT PRIVATE CO L) I' TOTAL WALK' > (r kINAGE LA 00 ;EMENT 03 a_ LOTS 5.0 �p 8 8 BUILDING HEIGHT CALCULA11ON 5 PLA!NTER -p (ORIGINAL GRADE) A41 r, I —0 STRIP �TYP) — Ag PW-1 5-f- I A=386.52 0 A=386.52 I I B=384.35 ri I ss— 37.50' 19. 6' C=385.03 $=38 D=388.06 SS-+-Ss-T U� 0- F/P �j YD 1,543.96 4 = 385.99 AVE. ELEV. Ln -co m MAXIMUM HEIGHT = 385.99 + 25 SCALE: 1"=20' 88*41'51" E 89.09' =410.99 PROPOSED MAX. ELEVATION= 410.80 0' 5' 10' 20' r 1 PUBLIC r r SIDEWALK PROJECT BENCH MARK EASEMENT ENGINEERING \IF-)IVISI,ON TOP OF BRASS DISK IN CASE AT THE INTERSECTION OF ppmc \10TED i 222nd STREET S.W. AND 76th AVENUE W. A ffD S I Date:Eillz- ELEVATION : 374.92 U-13 FIRE HYDRANT V DATUM : CITY OF MOUNTLAKE TERRACE — NGVD 1929 SEP - LOVELL—SAUERLAND & ASSOCIATES, INC., 19217 36TH AVE. W., SUITE 106, LYNNWOOD, WA 98036 SITE BENCH MARK : WILL BE FURNISHED AS CONSTRUCTION TELEPHONE: 425.775.1591 LSA FILE NO. 4912 DATE: 8-30-12 DRAWN: JTT IS COMPLETED BUILDING DEPAR1110 CITY OF EDMONIpS j5LO2-01a-05-718 --390 PRIVATE %INAGE ;EMENT LOTS APPROVED BY PLANNING Of- -7. -2,o FIRE HYDRANT Zone K5, % Corner —Flag.,__ Setbacks Reauired Actual Front 2e G T115 Sides 7.6 '7-5 Rear 19 ENGINEERING DIVI'SION LOVELL— SAU ERLAND & ASSOCIATES, INC., 19217 36TH AVE. W., SUITE 106, LYNNWOOD, WA 98036 . TELEPHONE: 425.775.1591 LSA FILE NO. 4912 DATE: 8-30-12 DRAWN: JTT STONEBRIDGE, LOT 8 BELTON HOMES, LLC 16108 ASH WAY, SUITE 201 LYNNWOOD, WASHINGTON 98087 OFFICE : 425-775-8661 FAX : 425-742-8469 SITE PLAN INFORMATION STATE REGISTRATION #BELTOHL883L2 PROPERTY OWNER & CONTRACTOR: BELTON HOMES, LLC 16108 ASH WAY, SUITE 201 LYNNWOOD, WA 98087 425-775-8661 SITE ADDRESS: 21913 78th PLACE W. EDMONDS, WA 98026 LEGAL DESCRIPTION: LOT 8, STONEBRIDGE COURT ASSESSOR'S PARCEL NUMBERS: 00461000201500, 00461000201600, 00461000201701 IMPERVIOUS AREAS HOUSE/EAVES/PORCH 2,009 SQ FT DRIVEWAY 508 SQ FT CONCRETE 273 SQ. FT TOTAL 2,790 SQ FT BUILDING HEIGHT CALCULATION (ORIGINAL GRADE) A=386.52 B=384.35 C=385.03 D=388.06 1,543.96 + 4 = 385.99 AVE. ELEV. MAXIMUM HEIGHT = 385.99 + 25 =410.99 PROPOSED MAX. ELEVATION= 410.80 LOT COVERAGE FOOTPRINT 1,822 SQ FT COVERAGE 1,822--5,714=31.8% LOT 8 INFORMATION TOTAL LOT AREA — 5,714 SQUARE FEET AREAS �—AIN FLOOR 1,282 SQ. FT. UPPER FLOOR 1,383 SQ. FT. GARAGE 415 SQ. FT. PORCH 63 SQ. FT. WALKWAY 159 SQ. FT. DRIVEWAY 508 SQ. FT. PATIO 114 SQ. FT. PDA SCALE: 1"=20' 0' 5' 10' 20' PROJECT BENCH MARK TOP OF BRASS DISK IN CASE AT THE INTERSECTION OF 222nd STREET S.W. AND 76th AVENUE W. W ELEVATION : 374.92 DATUM : CITY OF MOUNTLAKE TERRACE — NGVD 1929 SITE BENCH MARK : WILL BE FURNISHED AS CONSTRUCTION IS COMPLETED J 201 DEPAR-r, p ,,��20/2--e75778 --ago PRIVATE 0NAGE ;EMENT LOTS APPROVED BY PLANNING zone ps. 9 Corner---FlRg --- -Se—tba—cks 2 g!ua i r ed _Ac—tual Front Sides I �11 1) askr ra ENGINEERING DIVISI�N'- APPROVEd AS NOTFQ, FIRE HYDRANT LOVELL—SAUERLAND & ASSOCIATES, INC., 19217 36TH AVE. W., SUITE 106, LYNNWOOD, WA 98036 TELEPHONE: 425.775.1591 LSA FILE NO. 4912 DATE: 8-30-12 DRAWN: JTT STONEBRIDGE, LOT 8 BELTON HOMES, LLC 16108 ASH WAY, SUITE 201 LYNNWOOD, WASHINGTON 98087 OFFICE : 425-775-8661 FAX : 425-742-8469 SITE PLAN INFORMAT10N STATE REGISTRAT10N #BELTOHL883L2 PROPERTY OWNER & CONTRACTOR: BELTON HOMES, LLC 16108 ASH WAY, SUITE 201 LYNNWOOD, WA 98087 425-775-8661 SITE ADDRESS: 21913 78th PLACE W. EDMONDS, WA 98026 LEGAL DESCRIPTION: LOT 8, STONEBRIDGE COURT ASSESSOR'S PARCEL NUMBERS: 00461000201500, 00461000201600, 00461000201701 IMPERVIOUS AREAS HOUSE/EAVES/PORCH 2,009 SQ FT DRIVEWAY 508 SQ FT CONCRETE 273 SQ. FT TOTAL 2,790 SQ FT BUILDING HEIGHT CALCULATION (ORIGINAL GRADE) A=386.52 B=384.35 C=385.03 D=388,06 1,543.96 -- 4 = 385.99 AVE. ELEV. MAXIMUM HEIGHT = 385.99 + 25 =410.99 PROPOSED MAX. ELEVATION=410.80 LOT COVERAGE FOOTPRINT — 1,822 SQ FT COVERAGE 1,822--5,714=31.8% LOT 8 INFORMATION TOTAL LOT AREA — 5,714 SQUARE FEET AREAS MAIN FLOOR UPPER FLOOR GARAGE PORCH WALKWAY DRIVEWAY PATIO 1,282 SQ. FT. 1,383 SQ. FT. 415 SQ. FT. 63 SQ. FT. 159 SQ. FT. 508 SQ. FT. 114 SQ. FT. A,! k SCALE: 1"=20' %NiMi 0' 5' 10' 20' PROJECT BENCH MARK TOP OF BRASS DISK IN CASE AT THE INTERSECTION OF 222nd STREET S.W. AND 76th AVENUE W. ELEVATION : 374.92 DATUM : CITY OF MOUNTLAKE TERRACE — NGVD 1929 SITE BENCH MARK : WILL BE FURNISHED AS CONSTRUCTION SEP 5 IS COMPLETED NILDING DEF CITY OF Fn 2 NDS �5"';> 2 o / -2 - 05 78 CONSTRUCTION SEQUENCE 1. ATTEND PRE -CONSTRUCTION MEETING. CALL ENGINEERING INSPECTOR (771-0220 EXT.1326) TO SET UP MEETING. 2. CALL FOR UTILITY LOCATIONS (1-800-424-5555). 3. CONTRACTOR TO REVIEW AND READ ESC NOTES AND PLAN. 4. FLAG CLEARING LIMITS. 5. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, E1.1, E1.2, E1.3, AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION. INTERCEPTOR SWALE SHALL BE INSTALLED PRIOR TO SITE GRADING/CLEARING. 6. CLEAR SITE PER THIS PLAN (DEMO, ROUGH GRADING). 7. CONTRACTOR TO ADHERE TO STABILIZATION OF EXPOSED AREA REQUIREMENTS AND MAINTAIN DUST CONTROL. 8. INSTALL UTILITIES (SEWER, STORM, WATER, POWER, GAS, ETC.). 9. FINAL GRADE/PAVE, MAINTAIN CB PROTECTION. 10. LANDSCAPE, HYDROSEED AND MULCH ALL EXPOSED AREAS. DISTURBED AREAS SHALL BE COMPOST -AMENDED. 11. REMOVE ESC DEVICES ONCE PERMANENT SITE STABILIZATION MEASURES ARE INSTALLED. APPROVAL BY CITY REQUIRED, PRIOR TO REMOVAL OF ESC DEVICES. EROSION AND SEDIMENT CONTROL (ESC) NOTES N 1/ 11 1 SD SD -------------- z --- ------ - ------ -------------- W E E T M 386 W S'0 ............ ......... SCALE : 1"=10' .4"RD' STOCK:PILE) 0 I EM mom MOROMM 00 EM EM Imm > 001 0 00 0' 5' 10' 15' 20' 0 LEGEND 0 P#C XXX /X 37&30- 121 MULCH DESIGN CONTOURS PER PLANS H!.. SLAB E ED SOILS PROPOSED FINISHED CONTOURS r .3 _�OJQ ..3 . ........................ BSBL (BUILDING SETBACK LINE) LOW. ..SLA C;1- P 10' PRIVATE BMP#C1 23 ASTIC ALL EXPO%13ED SUnrJCi,- To 'AB POLYDRAIN DRAINAGE COVERING AT 1-04-Tiob.. I, EASEMENT FOR BEE COVERED WITi'liN 2 DXI'3 T 11 IkD 386.1 Y PD-SHALLOW-3.9 1CTr)rvp_ ii P-q(T P 1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACCESS ROUTE CONSTRUCTION VEHICLE: ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE STABILIZED WITH QUARRY SPALLS OR CRUSHED ROCK TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA WITHIN 24 HOURS. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 2. ESC MINIMUM REQUIREMENT - STABILIZA11ON OF EXPOSED AREAS: ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNED, AND MAINTAINED IN ACCORDANCE NTH THE MANUAL. THE EXPOSED SOILS SHALL BE STABILIZED ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS FROM MAY 1 THROUGH SEPTEMBER 30). 3. ESC MINIMUM REQUIREMENT - PROTECTION OF ADJACENT PROPERTIES: ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY A COMBINATION OF THESE MEASURES AND OTHER APPROPRIATE BMPS. 4. ESC MINIMUM REQUIREMENT MAINTENANCE: ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL MAINTENANCE AND REPAIR SHALL 13E CONDUCTED IN ACCORDANCE WITH THE MANUAL. 5. ESC MINIMUM REQUIREMENT OTHER BMPS: AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMP'S TO MITIGATE THE EFFECTS INCREASED RUNOFF SHALL BE APPLIED. 6. ESC MINIMUM REQUIREMENT - UNDERGROUND UTILITY CONSTRUCTION: THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS THE FOLLOWING: A. EROSION CONTROL FOR EXCAVATED STOCKPILED MATERIALS; B. THE PLACEMENT OF EXCAVATED MATERIAL.WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES; C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS, SEDIMENT PONDS, OR OTHER ACCEPTABLE MEANS); D. TRACKING AND SPILLING OF MATERIALS ON, STREETS, DUE TO HAULING; E. DAILY CLEANUP AND STREET MAINTENANCE. .DRAINAGE CONSTRUCTION NOTES 1. FOOTING DRAINS SHALL NOT BE CONNECTED TO DETENTION SYSTEM. INDIVIDUAL LOT FOOTING DRAINS SHALL BE TO DRYWELLS INSTALLED AT TIME OF BUILDING CONSTRUCTION. 2. PIPE MATERIAL: UNLESS CALLED OUT OTHERWISE ON THIS PLAN, ALL STORM DRAIN PIPE MATERIAL SHALL BE PER C.O.E. APPROVED MATERIALS LISTS MM-1, MM-2 & MM-3. 3. INDIVIDUAL LOT FOOTING/WALL DRAINS WILL GO TO INDIVIDUAL DRYWELLS LOCATED ON EACH LOT. STORMWATER CLASSIFICATION WORKSHEET INFORMATION: 1 . PERMEABLE. PAVEMENT PROPOSED=0.0 SF 2. IMPERVIOUS AREA TABLE (SEE TABLE ON THIS SHEET) 3. TOTAL AREA OF LAND DISTURBING ACII\ATY=5,714±SF 4. EARTHWORK QUANTITY: EXCAVATION=161±CY, FILL=21±CY,- TOTAL=161±CY 5. PROJECT MLL NOT CONVERT 3/4 AC OR MORE 'OF NATIVE VEGETATION TO LAWN OR LANDSCAPED AREA 6. WATERSHED=CREEK OR LAKE BASIN=HAH S CREEK 7. PROJECT CLASSIFICA11ON: SINGLE LOT IN A LARGESITE PROJECT IkAP97PMOI 14Z APIrA TARI Ir fnATA IrPnkA (%I) HROUGH 10 NS ENT AN C'%E\ OR EQUALAT ROOF GARAGE. CONNECT JDR 0.Nd.."; .. .: .., - I FTG DR\AIN DRYWELL MAXIMUM DRIVEWAY SLOPE TO ROOF DRAIN 378.0.1 83'-4'PV.�.-( -24 PEfek PVC ALLOWED 14% TOP=387 * 04 -12% 387.12'. B0 TOOLESS INV=386.74 RO K-FILLED U - E.G.=386.0 ROOF DRAIN A �A K. > r, it F, RIC-LINED 500 4 PVC,, .3 88'- GR TED LID 0 4"SSCO 011N'SrIJCONTRAV,-IC��J IS R �;PCL`4'10LE FO FG AT FNDN=387 @ 0.68% FF=387.8 (DE TH PER SOILS ENG.) C0-`TfR,0L AND Df',A�Pejili B.O.F.=385.8 9a : : V I I of TYP I '-- I __,4"'SS is BMP#C233r-SILT 1 INV=385.5 A r1J I INV=3a3 . 8 NCE(TYP-) 1-1-4 RD % FE . . .......... AA. ...... EX. YD _J . .... SD INV=382.0 EX. 00 F/P I 11 INV= 14,-4"PVC �8�.67 0c) )0 WA4 @ 25% D) 11 _,fNill lLe 384 00 BMP#q220-SD,/ 0) TION 10': PRIVATE ET PROTEC DRAINAGE (TYP EASEMENT FOR LOTS 6-- Applicant shall r.epair/re*lace all damage to p utilities or frontage improvements In Cky GENERAL -NOTES right-of-way per City standards that Is caused 1. ALL MATERIALS 'AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY IrLCMASLE TIGHTM or occurs during the permitte . d project. OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND MATERIAL CODES, AND�ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL SUM 35 CODES, RULES AND REGULATIONS: - CURRENT INTERNATIONAL BUILDING CODE (IBC) SCH 40 1.5@2.67% 00 - 2010 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND N -12 Lovell- Sauerland & Associates, Inc. Engineers/Surveyors/Planners Development Consultants 19217 36th Avenue W. Suite 106 Lynnwood, WA 98036 phone: (425)775-1591 e-mail: info@lsaengineering.com web: Isaengineering.com 0, -%-* I. zols 0 L 2-ND SU5MITTAL-10/11`7/1% TO POLYDRAIN (L C� MUNICIPAL CONSTRUCTION :-Ulu "A"Liyn z CL rI WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT < 0 D6 00 MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) FO, TING DRAINS NOT LJ 00 n 000 2. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A TO BE TIED INTO 0- U 234 5.487, SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT CONDITIONS DEIENTION SYSTEM 388 ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR < 386 PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL ENGINEERING DIVISION z BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE E=r-% - DRIVEWAY PROFILE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. A P O�ED PZ NOT 0 < n Ijb1z -z' rlA�,L_Date: SCALE: H&V: 1"=101 3. CONTRACTOR SHALL LOCATE AND PROTECT ALL U11LITIES DURING. CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES. LOCATION SERVICE _7 Of (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ry- 0 SPECIAL CONSTRUCTION NOTES ANY DISCREPANCIES. L 0 00 I LL 1. ALL U11LITIES SHALL BE INSTALLED UNDERGROUND 5. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE Call 2 Working Days B4fore You Dig F_ 2. ALL DISTURBED AREAS ON AND OFF -SITE SHALL BE COMPOST APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF NTH THE CONTENTS' AMENDED TO MEET REQUIREMENTS OF OF BMP T5.13, OF THE THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE 1-800-424* 5555 STORMWATER MANUAL VOL.5, CHAP.5. RECOMMENDATIONS OF THIS REPORT. Utilities Underground Location Center 3. THE FOLLOWING PLAT IMPROVEMENTS (IF NOT DONE) SHALL BE INSTALLED: 6. CONTRACTOR, SHALL OBTAIN AND PAY FOR ALL. PERMITS REQUIRED FOR (lD,MTND,0R,I ry Q) CD A. 6"SSCO AT PROPERTY LINE: ADJUST TO GRADE AND INSTALL 12" INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. kl_ 0 LOCKING COVER WITH 1/2"HEX BOLTS AND CONCRETE COLLAR. Q0 B. 'TYPE -A' CURB/GUTTER, CONIC. DWY, AND 5' SIDEWALK. 7. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER < ry ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE LI COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC M GRADING AND EROSION CONTROL REQUIREMENTS. UTILITY CONFLICT NOTE - THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON Is 8. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY 0 APPROXIMATE ONLY. THE OWNER SHOULD CONTACT THE PURVEYORS SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR OF ALL UTILITIES IN THE AREA TO DETERMINE THE LOCATION AND .APPROVAL. DEPTH OF ALL UTILITIES ON AND ADJACENT TO THE PROPERTY. CONTRACTOR TO VERIFY UTILITY LOCATIONS PRIOR TO 9. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED CONTACT 9VES U E 0 SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING ENGINEER IMMEDIATELY. BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED OCT 18 m? TYPE AREA (SQUARE FEET) NON -REGULATED 0 1111111ZZ111111111777'__1. EXEMPT REGULATED REPLACED 0 0 NEW (POST 1977) + 2,790 TOTAL REGULATED IMPERVIOUS AREA 2,790 TOTAL AREA MITIGATED BY EXISTING STORMWATER MANAGEMENT SYSTEM(S) 2,790 REGULATED AREA NOT YET MITIGATED 0 AREA PROPOSED TO BE MITIGATED BY LOW'IMPACT DEVELOPMENT TECHNIQUES 0 AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SWM TECHNIQUES. 0 CERTIFIED EROSION AND SEDIMENT IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR' CAVING STREET EILE EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF 131 IILDINr3 DEPAR TWVT CONTROL LEAD (CESCL) SHORING AND BRACING, AS REQUIRED. C47Y OF EDIVIONDES CONTRACTOR SHALL PROVIDE A DOE CERTIFIED CESCL WHO -10. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY :APPROVED FOR CONSTRUCTION SCAI�E AS_ SHOWN SHALL BE AVAILABLE AT ALL TIMES. PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT CITY OF EDMONDS RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. RESUB DATE: DRAWN. J0 I CM CKED.. SHEET CONSTRUCTION NOTE DATE 08-20-12 F.B.- 493, PG.44 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS OCT 18 2012 C2 SHALL CONFORM TO THE CITY OF EDMONDS STANDARD BY- CONSTRUCTION SHALL CONFORM TO THE LATEST CITY - DEPIIIT PERMIT # QTAKInADnQ Akir) Q0C'('1C"1r'ATI(')K1Q BUILDING riTy nmi nimn nrOADTLICKIT Ai n9ni 9-nnr%77 CITY, OF EDMONDS (�AP (I Ze As t -RK 2-00_7 002' , I -I 7 00461000200700 JAMES E. PLUTE 00 1 14 EX. BLDG. (APPROX) 00461000201402 JAMES E. PLUTE EX. HOUSE (APPROX) EX. H OUSE pp OX) A JR UTILITY EX. CONC. WALK -0-POLE SDy Sa___ _ �)-- - sD - 18"SD Ss- - -0-UTILITY POLE LIJMUNU�) wnsl" r- i� " . I "..."', -.1- ,11111 .. ... ...... SNOHOMISH COUNTY C. B. I -Ij 00 TOP=393.04 INV=387.96-8"N/S R E G E N C Y P A R K (V 0 L. 2 4, P G. 8 SPECIAL CONSTRUCTION NOTES: 1. THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON IS APPROXIMATE ONLY. THE OWNER SHOULD CONTACT THE PURVEYORS OF ALL UTILITIES IN THE AREA TO DETERMINE THE LOCATION AND DEPTH OF ALL UTILITIES ON AND ADJACENT TO THE PROPERTY. CONTRACTOR TO VERIFY UTILITY LOCATIONS PRIOR TO CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED CONTACT ENGINEER IMMEDIATELY. 2. ADDITIONAL UTILITY EASEMENTS MAY BE REQUIRED SUBJECT TO EXISTING UTILITY LOCATIONS. 3. COMPACTION TEST REPORTS WILL BE REQUIRED FOR ALL UTILITY TRENCHES WITHIN THE CITY RIGHT-OF-WAY. SUBGRADE SHALL BE COMPACTED TO 95% AND COPIES OF TEST REPORTS PROVIDED TO THE CITY PRIOR TO PAVING. 4. A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS REQUIRED FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY. A ROW PERMIT APPLICATION WITH CONTRACTOR'S SIGNATURE SHALL BE 0Dn%11nC'M -rr% TUC* 111TV SECTION 30, T.27N., R.4E., W.M. S TONEBRID GE CO UR T PRD 6 00461000200603 �oi YIRGIL & DOINA ZANIDACHE EX. 10' CITY OF rMk1nK1nC CTnOkl L4 I SD INV=4/b.4/ 6 CD BASIS OF BEARINGS CENTERLINE OF 220th STREET S.W. PER PLAT OF HADLEY'S ACRES (VOL. 8, PG. .30) BENCH MARK_ TOP OF BRASS DISK IN CASE AT THE INTERSECTION OF 222nd STREET S.W. AND 76th AVENUE W. ELEVATION : 374.92 DATUM : CITY OF MOUNTLAKE TERRACE - NGVD 1929 SITE BENCH MARK : NORTH TOP FLANGE BOLT OF FIRE HYDRANT ON THE NORTH SIDE OF 220th STREET S.W. ELEVATION : 388.17 LOT IMPERVIOUS AREAS (SF) 5. DRIVEWAY GRADES SHALL NOT EXCEED 14%. LOT HOUSE/EAVES/PORCH DRIVEWAY CONCRETE TOTAL 6. STREET LIGHTING PLAN AND UNDERGROUND UTILITY PLAN (E.G. 1 2302 485 211 2998 GAS, POWER, ELECTRIC, COMMUNICATIONS) SHALL BE BY OTHERS. 2 2107 570 263 2940 3 2199 509 274 2982 7. INDIVIDUAL LOTS WALL/FOOTING DRAINS SHALL GO TO INDIVIDUAL 4 2281 1293 113 3687 DRYWELLS LOCATED ON EACH LOT. 5 2107 541 234 2882 6 2107 551 247. 2905 7 2281 1280 114 3675 8 2199 509 273 2981 9 2107 570 249 2926 10 2302 488 213 3003 TRACTS 998/999(ALLOWANCE) 384 31,363 00461000200502 BRYAN L. BRISCOE EX. FOUSE (APPRO>)#21820 00461000200403 77th PLACE W. I DAE WOONG & SOON CHA KIM and YOON C. KIM -------- EX. 15' CITY OF EDMONDS SEWER EASEMENT (A.F. NO. 7610140147) 8" SAN. SEWER Ss S.S.M.H. EX. 10' CITY OF TOP=390.40 EDMONDS SEWER INV=385.68 EASEMENT (A.F. NO. 7610260214) r--,,-,N6TE: LANDSCAPE 'ELEMENTS AND U11LJTIES SKALL NOT CONFILIC TH vlx��n OF EDMONDS ' rTORM DRAINAGE /'<0EASEMENT- PROPOSED 10' (jy- �� C Q) - PRIVATE STORM 17 '-\E'MENT ON L(�TS 7-10 00461000201702 JAMES E. PLUTE 17 5' SIDEWALK PER C. O.E.#E-2.13; TYPE 'A' I'l 11 CURB/GUTTER PER C.O.E.#E-2.8 SEE SHT C6. NOTES_ 1. OFFSITE TOPOGRAPHY APPROXIMATED FROM PUBLIC RECORDS. 2. TRACTS 997, 998 & 999 WILL BE OWNED AND MAINTAINED BY THEnSTONEBRIDGE COURT HOMEOWNER'S ASSd`C-1ATION. VICINITY MAP (NO SCALE) (APPROVED HAUL ROUTE (TYP.)= mmmmmmmm 0 D n I Cn -r n r% K 1 -r A f"% -rC' r-INI Ul IN r-t M / --)U M VL T UK CONTACT: JERRY OCONNELL LOVELL-SAUERLAND & ASSOCIATES, INC. 19217-36TH AVENUE W., SUITE 106 LYNNWOOD, WASHINGTON 98036 PHONE: 425-775-1591 1'%r*1-\-rr-r%1 IKII^ A I r-K I ^I K I r-r-r-% LLC 1805 - 136TH PL NE, #201 BELLEVUE, WASHINGTON 98005 PHONE: 425-449-4704 C� -rM I I r% -rI 1 r*j A I r1k 1 ^11 k I r-r-f-% SITE STRUCTURES, A DIVISION OF KOSNIK ENGINEERING PC 10511 19TH AVE SE, SUITE C EVERETT, WA 98208 PHONE: 425-357-9600 EMAIL: dan@kosnik.com /Al't-LIUAIN I / UtVl- LUI-1- N CONTACT: LOREE QUADE PHOENIX DEVELOPMENT, LLC 16108 ASH WAY, SUITE 201 LYNNWOOD, WASHINGTON 98087 PHONE: 425-275-5306 MMUNJIMP: THE CHESTER GEORGE POLZIN REVOCABLE LIVING TRUST, DATED MAY 22, 1997, PAUL E. POLZIN, SUCCESSOR TRUSTEE, VIVIAN E. SWAIN, PAUL E. POLZIN, GLEN R. POLZIN & WALTER H. POLZIN 23306 ROBIN HOOD LANE EDMONDS, WASHINGTON 98020 PHONE: 425-778-1771 LANDSCAPE ARCHITECT WBAA LANDSCAPE ARCHITECTS 16630 30TH DR. SE. BOTHELL, WASHINGTON 98012 PHONE: 425-417-4609 CTnDk A %A/ A TE'M CAKIITADV C -0 0. IAIA-1717-1771 ELECTRICITY P.U.D. NO. 1 OF SNOHOMISH COUNTY T I PWOKIP' S 3. ALL IMPROVEMENTS AS SHOWN ON THESE SCALE : 1"=30' FRONTIER PLANS, EXCEPT THE CONSTRUCTION OF THE SINGLE FAMILY RESIDENCES, SHALL BE POLICE PROTECTION CONSTRUCTED AS A CONDITION OF PLAT 16MP wom M I qE M APPROVAL. of 15, 30' 45' 60' CITY OF EDMONDS 4. 220TH STREET SW IMPROVEMENTS: FIRE PROTECTION REMOVE EXISTING DRIVEWAY CUTS(2), INSTALL CIVIL SHEET INDEX FIRE DISTRICT 1 -PLAT ENTRANCE, AND REPLACE CURB, GUTTE ' R, AND -SIDEWALK AS REQUIR C111 C1 ROAD AND SITE DEVELOPMENT PLAN GAS ENGINEER. (MINIMUM REPL 0902. N W C2 EXISTING CONDITIONS & DEMOLITION PUGETSOUND ENERGY ON THESE PLANS) C 0 E 19-2 13: TYPE A' rop=3;�.JC.B. 6 PER C3 CLEARING, GRADING AND SWPPP ----CURB/GUTTER NV=381.89-8"�W_��' C.O.E.#E-2.8 SEE SHI C6. C4 ROAD & STORM PROFILE AND SITE DETAILS WATER �WT " (C I ��W C5 WATER AND SANITARY SEWER PLAN & PROFILE r-)-- PP 777- W1_ CIS CITY OF EDMONDS El, E2 & E4 DETAILS C7 CITY OF EDMONDS E6 & E7 DETAILS C8 WSDOT DETAILS C9 TRAFFIC CONTROL PLAN C10 SIGNING, STRIPING & MONUMENTATION PLAN C11 STORM DRAINAGE PLAN ILITY Pol P, LANDSCAPE PLAN TOP=384.03 L-1 SITE PLAN INV=381.89--8"W L-2 DETAILS STRUCTURAL PLAN TOP=384.53 4 (SEPARATE PLAN SET) INV=380.92-24"N S-1 STRUCTURAL NOTES & TYPICAL DETAILS INV=380.58-24"SW S-2 LID & FOUNDATION PLAN - WALL SECTIONS 0 LEGAL DESCRIPTION LOTS 15, 16 AND THE WEST 10.47 FEET OF LOT 17, BLOCK 2, HADLEY'S ACRES, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 8 OF PLATS, PAGE 30, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD. IMPERVIOUS AREAS LOTS (HOU SE+DWY+ CONCRETE ROAD RIGHT OF WAY = 31,363 SF = 13,939 SF TOTAL = 45,302 SF(1.04AC) TYPE AREA (SQUARE FEET) NON -REGULATED 0 EXEMPT REGULATED REPLACED 0 0 NEW (POST 1977) + 45,302 TOTAL REGULATED IMPERVIOUS AREA 45,302 TOTAL AREA MITIGATED BY EXISTING STORMWATER MANAGEMENT SYSTEM(S) 0 REGULATED AREA NOT YET MITIGATED 45,302 AREA PROPOSED TO BE MITIGATED BY LOW IMPACT DEVELOPMENT TECHNIQUES 0 AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SWM TECHNIQUES, 45,302 19217 36th Avenue W. Suite 106 Lynnwood, WA 98036 phone: (425)775-1591 e-mail: info@Isaengineering.com web: lsaengineering.com -3rd 9fVISION - OW06112. Cq Cq to 0 0 ELI Ln <� LO 0 E E E E o 8 0 L) > Q) z X 0 L) C*4 L- LLI V) a- 0 rn !4 ZONING RS-8 (NO CHANGE) ASSESSOR'S TAX PARCEL NUMBERS :7 < n LjJ Q ry C� n 0 F- < 00461000201500 00461000201600 00461000201701 n 0 SITE ADDRESSES Q) 0 ("j 2 7723 220TH STREET S.W. EDMONDS, WASHINGTON 98026 > ry Lij 7807 220TH STREET S.W. EDMONDS, WASHINGTON W 0 C) LL. 0 98026 Lli 0 0 C) Ld C/) Cl) < 0 Ld 0 < 7r 0 C/) IL NOTE: APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL OF THE SINGLE FAMILY RESIDENCES AND ASSOCIATED SETBACKS. A SEPARATE BUILDING PERMIT IS REQUIRED FOR REVIEW AND APPROVAL OF THE SINGLE FAMILY RESIDENCES. Call 2 Working Days Before You Dig 1-800-424-5555 Utilities Underground Location Center (ID,MTNDOR,WA) APPROVED FOR CONSTRUC11ON CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION co RECLIVED - JUL 16 2012 DEVELOPMENT SERVICES COUNTER SCA1,E AS SHOWN DRAWN CHECKED J0 JPO SHEET C 1 OF DATE 11-28-11 F.B. 493, P.44 CITY FILE NO. LSA FILE NO. 4912 7 00461000200700 JAMES E. PLUTE CD C) c) '0 00, 14 EX. BLDG. (APPROX) 00461000201402 JAMES E. PLUTE EX. HOUSE (APPROX) SECTION 30, T.27N., R.4E., W.M. Al <z (3 PUGET 5� af S TONEBRID GE CO UR T PRD C9 CASPERS ST .0 10 n < 00461000200403 1 01 01 a_ 77th PLACE W. _j DAE WOONG & SOON CHA KIM < MAIN ST 2 -392- and TOON C. KIM EX. 15' CITY OF 6 00461000200502 EDMONDS SEWER 0 BRYAI'l L. BRISCOE EASEMENT (A.F. NO. 00461000200603 EX. FOUSE 7610140147) EX. HOUSE YIRGIL & DOINA ZANIDACHE (APPRO>)#21820 < (APPROX) I < EX. 10' CITY OF iE EDMONDS STORM SEWER 1.0 EASEMENT (A.F. NO. 10 INV-387.66(18") WEIR 7610260213) 'p- SS- r90 - - - - - - - - - - - - - - - - - - S �AN. S E� 01- PROPOSED 1 S. S.M. H. CITY DRAIN. y EX. 10' CITY OF TOP=390.40 I EDMONDS SEWER r - --------- --EASEW�FT- - N�i lot 7 1 INV=385.68 EASEMENT (A.F. NO. 7610260214) lot 5 387.50 I'A I, lot 4 se= I I'm se=390-00 avg. eg=388.56 se=392.00 lot 6 1 g= avg. eg=390.77 \PROPOSED 3' " 11 - ravg. eg=393.17/ \r e=38&do 00\�- I I \S VICINITY MAP PRIVATE DRAIN 11 L &xg E'MENT ON LOT 6 (NO SCALE) IFOR 20 1? COWERE PORCH LA ICOVERED PORCH I A B 472 A 4 Y CH ENGINEER/SURVEYOR 467 114 1w Ny�'.. - - - - - - - - - - - - - - - - - - - - YZI- CONTACT: JERRY OCONNELL SD LOVELL- SAU ERLAN D & ASSOCIATES, INC. r 7 . . . . . . . . . . . . 19217-36TH AVENUE W., SUITE 106 N 75 1z - U4 LYNNWOOD, WASHINGTON 98036 -7 PHONE: 425-775-1591 OTE: LANDSCAPE 1464-B I I \ELEMENTS AND UTILITIES 6W- SRALL NOT CONFLICT WITH --C 464 VEWAYI�...z.),,'., GEOTECHNICAL ENGINEER \1 A/ MO-7 M OF EDMONDS -IORM DRAINAGE CONTACT., RAY COGLAS It lot 8 EASEMENT. EARTH SOLUTIONS NW, LLC I& I j se=386-00 eg=386.65 I� PROPOSED 10' 1805 - 136TH PL NE, #201 1\1 �j avg. PRIVATE STORM 17 BELLEVUE, WASHINGTON 98005 W -\E'MENT ON PHONE: 425-449-4704 lot 3 r ,,S/ UaT§ 7-10 00461000201702 e=391-50 I" PkOPOSED 10' JAMES E. PLUTE 196TH ST UJI z VI/V 212TH ST. S.W. 00 AN 220TH ST SW -C -4C' j5;", 'tZ (]E -i SITE (APPROVED HAUL ROUTE (TYP.)= mmmmmmmm PROJECT CONTACTS APPLICANT/DEVELOPER CONTACT: LOREE QUADE PHOENIX DEVELOPMENT, LLC 16108 ASH WAY, SUITE 201 LYNNWOOD, WASHINGTON 98087 PHONE: 425-275-5306 OWNERS THE CHESTER GEORGE POLZIN REVOCABLE LIVING TRUST, DATED MAY 22, 1997, PAUL E. POLZIN, SUCCESSOR TRUSTEE, VIVIAN E. SWAIN, PAUL E. POLZIN, GLEN R. POLZIN & WALTER H. POLZIN 23306 ROBIN HOOD LANE EDMONDS, WASHINGTON 98020 PHONE: 425-778-1771 LANDSCAPE ARCHITECT 47f A 0) CONTACT: DAN KOSNIK WB/LA LANDSCAPE ARCHITECTS DWY SITE STRUCTURES, A DIVISION OF 5' SIDEWALK PER 51461 DUAL 16630 30TH DR. SE. A C.O.E.#E-2.13; TYPE 'A! WSD )T #F-80.1 0-011�TYP-j % - " �',' W-'*'.!'!.-. . I I z -T 4 2-ti It'. CB#BP2-48FTY�E 3/GUTTER PER KOSNIK ENGINEERING PC BOTHELL, WASHINGTON 98012 C�. 10511 19TH AVE SE, SUITE C -417-4609 1 10)] / 1 -2.8 PHONE: 425 L C.O.E. #E SEE SHT C6. EVERETT, WA 98208 PHONE: 425-357-9600 41 STREET U I I lot 9 EMAIL: dan@kosnik.com STORMWATER lot 2 CTED I STALLE se=384.00 CITY OF EDMONDS se=389.00 OTHE E CITY)avg. eg=384.70 a4g. eg=389.54 16 NOTES SANITARY SEWER & WATER I Ell N 1 5' PUBILIC 4ALXW Y E'ME A, 5' PUBLIC ft Y E-MENT(TYP.) - ----- T( - ------ ---- - r'.ITY nP' Pnunmn(z If- tfg=388 M X.) b =385.8 ht=2. v 446-A B C N LICTED 00 00 PLAT IMPROVEMENTS) I t I U! I j, se=385.80 1 00 I I avg. eg=386.77_," I I vu TENjIgtj 91PE DFTEN7101'1)"(�ffL.2�E TRACT 999 1 EX. CONC. WALK UTILITY so si) - 18"SD Ss- 0, P 7, eg ge" V'40 Z�z= r WAVA0 PIP. z TA I ;0 WM-6 �CIW 1 W DWY REPLACE EX. E�k G TYP-) 5' SIDEWA C.O.E.#E-2.1 SIDE SEWER CD SEF '8" SAN. SEWER SS C.O.E.#E-2.8 ,,-5HT C CURB -0-UTILITY POLE )"F-EDMOND-5 % ar >o�' - -- "I SNOHOMISH COUNTY C. B. 00 IOP=393.04 INV=387.96-8"N/S R E G E N C Y P A R K (V 0 L. 2 4, P G. 8 SPECIAL CONSTRUCTION NOTES: APPROXIMATE ONLY. THE OWNER SHOULD CONTACT THE PURVEYORS OF ALL UTILITIES IN THE AREA TO DETERMINE THE LOCATION AND DEPTH OF ALL UTILITIES ON AND ADJACENT TO THE PROPERTY. CONTRACTOR TO VERIFY UTILITY LOCATIONS PRIOR TO CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED CONTACT ENGINEER IMMEDIATELY. 2. ADDITIONAL UTILITY EASEMENTS MAY BE REQUIRED SUBJECT TO EXISTING UTILITY LOCATIONS. 3. COMPACTION TEST REPORTS WILL BE REQUIRED FOR ALL UTILITY TRENCHES WITHIN THE CITY RIGHT-OF-WAY. SUBGRADE SHALL BE COMPACTED TO 95% AND COPIES OF TEST REPORTS PROVIDED TO THE CITY PRIOR TO PAVING. 4. A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS REQUIRED FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY. A ROW PERMIT APPLICATION WITH CONTRACTOR'S SIGNATURE SHALL BE PROVIDED TO THE CITY. 5. DRIVEWAY GRADES SHALL NOT EXCEED 14%. 6. STREET LIGHTING PLAN AND UNDERGROUND UTILITY PLAN (E.G. GAS, POWER, ELECTRIC, COMMUNICATIONS) SHALL BE BY OTHERS. 7. INDIVIDUAL LOTS WALL/FOOTING DRAINS SHALL GO TO INDIVIDUAL DRYWELLS LOCATED ON EACH LOT. - W �'ULt WSDOT TYPE 'A PER WSOT #F-40.15-01 ON -S.SJ.H7��/ SHT C8. TOP=�� 5. 5 5 INV=4 8 .47 BASIS OF BEARINGS CENTERLINE OF 220th STREET S.W. PER PLAT OF HADLEY'S ACRES (VOL. 8, PG. 30) BENCH MARK_ TOP OF BRASS DISK IN CASE AT THE INTERSECTION OF 222nd STREET S.W. AND 76th AVENUE W. ELEVATION : 374.92 DATUM : CITY OF MOUNTLAKE TERRACE - NGVD 1929 SITE BENCH MARK : NORTH TOP FLANGE BOLT OF FIRE HYDRANT ON THE NORTH SIDE OF 220th STREET S.W. ELEVATION : 388.17 LOT IMPERVIOUS AREAS (SEj LOT HOUSE/EAVES/PORCH DRIVEWAY CONCRETE TOTAL 1 2302 485 211 2998 2 2107 570 263 2940 3 2199 509 274 2982 4 2281 1293 113 3687 5 2107 541 234 2882 6 2107 551 247 2905 7 2281 1280 114 3675 8 2199 509 273 2981 9 2107 570 249 2926 10 2302 488 213 3003 TRACTS 998/999(ALLOWANCE) 384 31,363 I . OFFS11t. IUrVk..7MArr1T Art'ML)AIM/AIE.D FROM ------- PUBLIC RECORDS. ELECTRICITY ...... ...... W E 2. TRACTS 997, 998 & 999 WILL BE OWNED AND 446-B F I P.U.D. NO. 1 OF SNOHOMISH COUNTY MAINTAINED BY THEDSTONEBRIDGE COURT y [B PUD/PSE HOMEOWNER'S ASSOCIATION. TELEPHONE aw-TRE=H XING UNI S STORM & OVER SEWER 3. ALL IMPROVEMENTS AS SHOWN ON THESE SCALE : 1"=30' FRONTIER PLANS, EXCEPT THE CONSTRUCTION OF THE lot 10 VERT. SINGLE FAMILY RESIDENCES, SHALL BE POLICE PROTECTION e=382.80 I EM Sam CEMEEM iiii - C PORCH eg= CONSTRUCTED AS A CONDITION OF PLAT 100111 KM 1111111011111001111 CITY OF EDMONDS COVO ------- APPROVAL. 01 avg. 383.83 15' 30' 45' 60' LM4-. --- ------------ T7-----i 4. 220TH STREET SW IMPROVEMENTS: FIRE PROTECTION REMOVE EXISTING DRIVEWAY CUTS(2), INSTALL ChAL SHEET INDEX FIRE DISTRICT 1 CA -RLAT ENTRANCE, AND REPLACE CURB, GUTTER, C, AND SIDEWALK AS REQUIR I ROAD AND SITE DEVELOPMENT PLAN GAS L W/ END YER, T N I N PA�E 1 A ENGINEER. (MINIMUM REP PUGET SOUND ENERGY A . �P�R ON THESE PLANS) C2 EXISTING CONDITIONS & DEMOLITION RAL FLA 1) C.O.E.AE-2.13; E A� STRUCTURAL ENGINEER 19217 36th Avenue W. Suite 106 Lynnwood, WA 98036 phone: (425)775-1591 e-mail: info@lsaengineering.com web: Isaengineering.com 3rd ?-6V1$1ON - 04/0(p/i?, 04 C14 <1 to C� 0 0 0 CL C14 .Z' LO r E E 0 0 0 z >1 >s :t Q jk 04 0 U) z C) A > > < C.� I I EX. C. B. P C3 CLEARING, GRADING AND S PPP I OP=393.96 CURB/GUTTER R ---- C.O.E.#E-2.8 SEE SH C6. -T - - - - - - - - - i INV=381 89-8"W C4 ROAD & STORM PROFILE AND SITE DETAILS < - - - - - - - - i x�� -- WATER rill �-4 - - W 6"CI W C5 WATER AND SANITARY SEWER PLAN & PROFILE ZONING PP C6 CITY OF EDMONDS El, E2 & E4 DETAILS RS-8 (NO CHANGE) W G - W- "V C7 CITY OF EDMONDS E6 & E7 DETAILS '0 -------384-&X-A(Z_ ASSESSOR'S TAX 220th ST S.W. PVMT C8 WSDOT DETAILS PARCEL NUMBERS LJ -SIO I # Cn 0 0 C9 TRAFFIC CONTROL PLAN 00461000201500 r) < 0 SS EWER EX. SIDE SEWER SS C10 SIGNING, STRIPING & MONUMENTATION PLAN 00461000201600 n 00461000201701 C. 0 -T,6 =383 7 C11 STORM DRAINAGE PLAN 0 0 V INV=380.. 4-8"W ILITY SITE ADDRESSES Ld W LANDSCAPE PLAN 7723 220TH STREET S.W. W WV 'S. S. M. H. EDMONDS, WASHINGTON 98026 > 00 C. B. 4. L-1 SITE PLAN LU 0 Lij 0 INV=381.89-8"W 7807 220TH STREET S.W. 1-4 L4J 0 TOP=384.72 L-2 DETAILS 0 1 1, 1NV=380.80-18"S EDMONDS, WASHINGTON 98026 STRUCTURAL PLAN 00 (SEPARATE PLAN SET) LJ > TOP=384.53 4 C) INV=380.92-24"N CO INV=380.58-24"SW S-1 STRUCTURAL NOTES & TYPICAL DETAILS S-2 LID & FOUNDATION PLAN - WALL SECTIONS �5 C) LEGAL DESCRIPTION < 0 LOTS 15, 16 AND THE WEST 10.47 FEET OF LOT 17, BLOCK 2, HADLEY'S ACRES, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 8 OF PLATS, PAGE 30, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. 0 SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. < Z SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD. IMPERVIOUS AREAS LOTS (HOUSE+DWY+ CONCRETE ROAD RIGHT OF WAY = 31,363 SF = 13,939 SF TOTAL = 45,302 SF(1.04AC) TYPE AREA (SQUARE FEET) NON -REGULATED 0 "/ / / / ." ". , "/ �, ., / / / , 7 / EXEMPT REGULATED REPLACED 0 0 NEW (POST 1977) + 45,302 TOTAL REGULATED IMPERVIOUS AREA 45,302 TOTAL AREA MITIGATED BY EXISTING STORMWATER MANAGEMENT SYSTEM(S) 0 REGULATED AREA NOT YET MITIGATED 45,302 AREA PROPOSED TO BE MITIGATED BY LOW IMPACT DEVELOPMENT TECHNIQUES 0 AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SWM TECHNIQUESI 45,302 NOTE: APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL OF THE SINGLE FAMILY RESIDENCES AND ASSOCIATED SETBACKS. A SEPARATE BUILDING PERMIT IS REQUIRED FOR REVIEW AND APPROVAL OF THE SINGLE FAMILY RESIDENCES. Call 2 Working Days Before You Dig 1-800-424-5555 Utilities Underground Location Center L- (ID,MTND,0R,WA) APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION T LIJ :2 RECEIVED JUL 16 2012 DEVELOPMENT SERVICES COUNTER SCALE AS SHOWN DRAWN CHECKED J0 JPO SHEET DATE F.B. 11-28-11 493, P.44 C 1 CITY FILE NO. MA FILE NO 4912 ul 1 7 00461000200700 JAMES E. PLUTE EX. BLDG. (APPROX) 00461000201402 JAMES E. PLUTE EX. CONC. WALK UTILITY SD SD SS_ _0_UTILITY POLE m"20 SNOHOMISH COUNTY 1-4 C. B. 00 TOP=393.04 INV=387.96-8"N/S R E G E N C Y P A R K (V 0 L. 2 4, P G. 8 SPECIAL CONSTRUCTION NOTES: APPROXIMATE ONLY. THE OWNER SHOULD CONTACT THE PURVEYORS OF ALL UTILITIES IN THE AREA TO DETERMINE THE LOCATION AND DEPTH OF ALL UTILITIES ON AND ADJACENT TO THE PROPERTY. CONTRACTOR TO VERIFY UTILITY LOCATIONS PRIOR TO CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED CONTACT ENGINEER IMMEDIATELY. 2. ADDITIONAL UTILITY EASEMENTS MAY BE REQUIRED SUBJECT TO EXISTING UTILITY LOCATIONS. 3. COMPACTION TEST REPORTS WILL BE REQUIRED FOR ALL UTILITY TRENCHES WITHIN THE CITY RIGHT-OF-WAY. SUBGRADE SHALL BE COMPACTED TO 95% AND COPIES OF TEST REPORTS PROVIDED TO THE CITY PRIOR TO PAVING. 4. A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS REQUIRED FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY. A ROW PERMIT APPLICATION WITH CONTRACTOR'S SIGNATURE SHALL BE PROVIDED TO THE CITY. 5. DRIVEWAY GRADES SHALL NOT EXCEED 14%. 6. STREET LIGHTING PLAN AND UNDERGROUND UTILITY PLAN (E.G. GAS, POWER, ELECTRIC, COMMUNICATIONS) SHALL BE BY OTHERS. 7. INDIVIDUAL LOTS WALL/FOOTING DRAINS SHALL GO TO INDIVIDUAL DRYWELLS LOCATED ON EACH LOT. SECTION 30, T.27N., R.4E., W.M. 5 TONEBRID GE CO UR T PRD EX. HOUSE (APPROX) SD 6 00461000200502 RYA� L. BRISCOE 00461000200603 EKHOUSE YIRGIL & DOINA ZANIDACHE (APPROK)#21820 EX. 10' CITY OF INV=178.47 I I 6 IfD BASIS OF BEARINGS CENTERLINE OF 220th STREET S.W. PER PLAT OF HADLEY'S ACRES (VOL. 8, PG. 30) BENCH MARK TOP OF BRASS DISK IN CASE AT THE INTERSECTION OF 222nd STREET S.W. AND 76th AVENUE W. ELEVATION : 374.92 DATUM : CITY OF MOUNTLAKE TERRACE - NGVD 1929 SITE BENCH MARK : NORTH TOP FLANGE BOLT OF FIRE HYDRANT ON THE NORTH SIDE OF 220th STREET S.W. ELEVATION : 388.17 LOT IMPERVIOUS AREAS (SF LOT HOUSE/EAVES/PORCH DRIVEWAY CONCRETE TOTAL 1 2302 485 211 2998 2 2107 570 263 2940 3 2199 509 274 2982 4 2281 1293 113 3687 5 2107 541 234 2882 6 2107 551 247 2905 7 2281 1280 114 3675 8 2199 509 273 2981 9 2107 570 249 2926 10 2302 488 213 3003 TRACTS 998/999(ALLOWANCE) 384 31,363 00461000200403 77th PLACE W I DAE WOONG & SOON CHA KIM 7-- and YOON C. KIM EX. 15' CITY OF EDMONDS SEWER EASEMENT (A.F. NO. 7610140147) - - - - - - TOP=390.40 INV=385.68 41 00 PUGET DR CASPERS 40 ST 11 10 0 < 0 a_ MAIN ST < V) < < 0 8" SAN. SEWER ss- - - - - - - - - - - - - - - EX. 10' CITY OF EDMONDS SEWER EASEMENT (A.F. NO. 7610260214) NOTE: LANDSCAPE 'ELEMENTS AND UTILITIES SMLL NOT CONFLICT WITH OF EDMONDS' STORM DRAINAGE r\/'�EASEMENT. -PROPOSED 10' PRIVATE STORM 17 ,E'MENT ON L'&TS 7-10 00461000201702 JAMES E. PLUTE r5' SIDEWALK PER C.O.E.#E-2.13; TYPE 'A! CURB/GUTTER PER C.O.E.#E-2.8 SEE SHT C6. VICINITY MAP vo (NO SCALE) 196TH ST S.R. 52A 3. z to C*q r- Ir- rol 0//AVI - -1 -1-- / -2T-2 _ff. S.W. < < 0 0 0 0 00 20 ST SW 220TH ST RIM ej (Xi 0) 4-zz (APPROVED HAUL ROUTE (TYP.)= PROJECT CONTACTS ENGINEER/SURVEYOR CONTACT: JERRY OCONNELL LOVELL- SAUERLAN D & ASSOCIATES, INC. 19217-36TH AVENUE W., SUITE 106 LYNNWOOD, WASHINGTON 98036 PHONE: 425-775-1591 GEOTECHNICAL ENGINEER CONTACT: RAY COGLAS EARTH SOLUTIONS NW, LLC 1805 - 136TH PIL NE, #201 BELLEVUE, WASHINGTON 98005 PHONE: 425-449-4704 STRUCTURAL ENGINEER CONTACT. DAN KOSNIK SITE STRUCTURES, A DIVISION OF KOSNIK ENGINEERING PC 10511 19TH AVE SE, SUITE C EVERETT, WA 98208 PHONE: 425-357-9600 EMAIL: dan@kosnik.com APPLICANT/DEVELOPER CONTACT: LOREE QUADE PHOENIX DEVELOPMENT, LLC 16108 ASH WAY, SUITE 201 LYNNWOOD, WASHINGTON 98087 PHONE: 425-275-5306 OWNERS THE CHESTER GEORGE POLZIN REVOCABLE LIVING TRUST, DATED MAY 22, 1997, PAUL E. POLZIN, SUCCESSOR TRUSTEE, VIVIAN E. SWAIN, PAUL E. POLZIN, GLEN R. POLZIN & WALTER H. POLZIN 23306 ROBIN HOOD LANE EDMONDS, WASHINGTON 98020 PHONE: 425-778-1771 LANDSCAPE ARCHITECT WB/LA LANDSCAPE ARCHITECTS 16630 30TH DR. SE. BOTHELL, WASHINGTON 98012 PHONE: 425-417-4609 STORMWATER CITY OF EDMONDS NOTES N SANITARY SEWER & WATER 1. OFFSITE TOPOGRAPHY APPROXIMATED FROM CITY OF EDMONDS PUBLIC RECORDS. ELECTRICITY W E 2. TRACTS 997, 998 & 999 WILL BE OWNED AND P.U.D. NO. 1 OF SNOHOMISH COUNTY MAINTAINED BY THEDSTONEBRIDGE COURT HOMEOWNER'S Assb-c-iATION. S TELEPHONE 3. ALL IMPROVEMENTS AS SHOWN ON THESE SCALE : 1 "=30' FRONTIER PLANS, EXCEPT THE CONSTRUCTION OF THE SINGLE FAMILY RESIDENCES, SHALL BE POLICE PROTECTION CONSTRUCTED AS A CONDITION OF PLAT APPROVAL. of 15' 30' 45' 60' CITY OF EDMONDS 4. 220TH STREET SW IMPROVEMENTS: FIRE PROTECTION REMOVE EXISTING DRIVEWAY CUTS(2), INSTALL ChAL SHEET INDEX FIRE DISTRICT 1 INV=,381.89-8"W D REPLACE CURB, GUTTER, EQUIR r, C1 ROAD AND SITE DEVELOPMENT PLAN GAS REPL �H CI W ftirk 4 C2 EXISTING CONDITIONS & DEMOLITION PUGET SOUND ENERGY C.O.E.#E-2.13; E A' 19217 36th Avenue W. Suite 106 Lynnwood, WA 98036 phone: (425)775-1591 e-mail: info@lsaengineering.com web: Isaengineering.com 3rd F-6V1'510N - 0(dolph?. V4 C14 Z, (0 0 0 0 .0. .9; Cq LO 0 4r C Lo 0) 0 E E E E 0 0 0 CL () .- Rr A) > F CD x :D -0 J�- CN 5; 4 c-4 ri ___�CURB/GUTTER P R CLEARING, GRADING AND SWPPP LLJ C.O.E.#E-2.8 SEE SH C6. C4 ROAD & STORM PROFILE AND SITE DETAILS < 7- 9!9:!= = — C5 WATER AND SANITARY SEWER PLAN & PROFILE ZONING _j ry 0 117 n C6 CITY OF EDMONDS El, E2 & E4 DETAILS RS-8 (NO CHANGE) 0 C7 CITY OF EDMONDS E6 & E7 DETAILS I-_ Z 2: C8 WSDOT DETAILS ASSESSOR'S TAX �7 r__ — PARCEL NUMBERS W _17 M C9 TRAFFIC CONTROL PLAN 00461000201500 Qr F- C) < C10 SIGNING, STRIPING & MONUMENTATION PLAN 00461000201600 CL 00461000201701 C11 STORM DRAINAGE PLAN 0 o 0 SITE ADDRESSES 12 LANDSCAPE PLAN 7723 220TH STREET S.W. >_ EDMONDS, WASHINGTON > ry L-1 SITE PLAN 98026 LIJ L-2 DETAILS 7807 220TH STREET S.W. LJ 0 (D C) LL_ EDMONDS, WASHINGTON 98026 STRUCTURAL PLAN Lij 0 0 TOP=384.53 4 (SEPARATE PLAN SET) C C-) Lij INV=380.92-24"N INV=380.58-24"SW S-1 STRUCTURAL NOTES & TYPICAL DETAILS Qr- V) S-2 LID & FOUNDATION PLAN WALL SECTIONS Q) V) LEGAL DESCRIPTION LOTS 15, 16 AND THE WEST 10.47 FEET OF LOT 17, BLOCK 2, HADLEY'S ACRES, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 8 OF PLATS, PAGE 30, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD. IMPERVIOUS AREAS LOTS (HOUSE+D WY+ CONCRETE ROAD RIGHT OF WAY = 31,363 SF = 13,939 SF TOTAL 45,302 SF(1.04AC) TYPE AREA (SQUARE FEET) NON -REGULATED_ 0 -7 EXEMPT REGULATED REPLACED 0 0 NEW (POST 1977) + 45,302 TOTAL REGULATED IMPERVIOUS AREA 45,302 TOTAL AREA MITIGATED BY EXISTING STORMWATER MANAGEMENT SYSTEM(S) 0 REGULATED AREA NOT YET MITIGATED 45,302 AREA PROPOSED TO BE MITIGATED BY LOW IMPACT DEVELOPMENT TECHNIQUES 0 AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SWM TECHNIQUES 45,3 0 < :7 0 NOTE: APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL OF THE SINGLE FAMILY RESIDENCES AND ASSOCIATED SETBACKS. A SEPARATE BUILDING PERMIT IS REQUIRED FOR REVIEW AND APPROVAL OF THE SINGLE FAMILY RESIDENCIFS. Call 2 Working Days Before You Dig 1-800-424-5555 Utilities Underground Location Center (ID,MT,ND,OR,WA) APPROVED FOR CONsTRuc-nON ITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION Li RECEIVED JUL 16 2012 DEVELOPMENT SERVICES COUNTER scALE AS SHOWN DRAWN CHECKED JO JPO SHEET DATE F.B. 11-28-11 493, P.44 C 1 CITY FILE NO. ILSA FILE NO. 4912 OF