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20909 HILLCREST PL.PDF11111111 lill 11 11673 20909 HILLCREST PL C.), 6 T F CITY OF EDMONDS IE ZONE PERMIT LIMB N ER CONSTRUCTION PERMIT APPLICATION OWNER NAME/NAME OF BUSINESS JOB ITE/APT ADDRESS 0�(-) 0 Dqvird �6yerkLh www, LEGAL DESCRIPTION CHECK USDIVISION NO. LID NI) MAILING ADDRESS Ole I's ?j —/5 - z g4, PUBLIC RIGHT OF WAY PER OFFICIAL STREET Map. TESCP Approved 0 CITY 7 IF rdM401ill q TELEPHONE NUM B ER 7 EXISTING —REQUIRED DEDICATION RW Permit Required 0 Street Use Permit Rectid 0 Cb 'OPOSED Inspection Required 0 Sidewalk Required 0 a NAME .41ber� d REMARKS wl, ADDRESS LA 4 - WoPmet tjWo. on- 7Qm-" 1Z DL L Id", -nlpiftTL4we- Lu a z CITY I ZIP �a -)MC 113,10120 ITELEPHONE NUMBER -3 jall &Wpgft 11 &NNW yl 5. LU-() 7 73 4'A- NAME ovv?le)y,- NGINEERING MEMO DATE Aj a, ADDRESS METTEZE BUILDING SU ;PLY SIZE ES 77 CITY ZIP TELEPHONE NUMBER M 1 Z 0 RE? -1 v < 3: STATE LICENSE NUMBER .4e SIGN AREA SEPA REVIEW ADS NO, Legal Description of Property - include all easements ALLOWED PROPOSED COMPLETE ------ 1EXEMPT X SHORELINE 0 EXP .9: I -or 5-12,91 VARIANCE OR Cu PLANNING REVIEW BY - -C I? Le�o ;7,1 Ll ;_7 nel H SETBACKS — FEET EIGHT LOT COVERAGE - Z < S'.EJM I? R P1 nl If z Z Tax Account Parcel N0,9 QQ6 GAFI.� A 5 Al "M [A IN Ew RESIDENTIAL PLUMBING 1:1 D..LTER El COMMERCIAL MECHANICAL S'r &,V-A JW/l ; 7 Y.:2 Olfg /ZfE- Iv'I'lIq i6vsl ElREPAIR APT. BLDG. -; SIGN () �'- e: FENCE IR *�W—, CHECKED BY TYPE OF CONSTRUCTION C.DE HEIGH EIGH DEMOLISH X 1 FT) CA FOR T swim REMODEL GARAGE POOL SPECIAL INSPECTOR OCCUPANCY OCCUPANT ILOAD JAR REOUIRED GROUP I 2 El WOOD STOVE/ r7 RETAINING WALL/ RENEWAL EMARKS INSERT " ROCKERY (TYPE OF USE. BUSINESS OR ACTIVITY) EXPLAIN: PROGRESS INSPECTIONS PER UBC 305 .8 NUMBER OF STORIES ----T—NUMSER OF IVAIC-117,91 W151--c- DWELLING UNITS DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN) FINAL INSPECTION REQUIRED VALUATION FEE X( PLAN CHECK FEE BUILDING 1.29 161,124-0 17% PLUMBING Plan Check No. MECHANICAL 21 This Permit covers work to be7done on private property ONLY. GRADINGIFILL -7 Any construction on the public domain (curt s, sidewolks, driveways, marquees, e1c.) will require separate permission. STATE SURCHARGE Permit Application: 180 Days Permit Limit: 1 Year. Provided Work Is Started Within 180 Days STORM DRAINAGE FEE "Applicant, on behalf of his or her spouse, heirs, assigns and ENG. INSPECTION FEE in suc ceSSOrS in interest, agrees to indemnify, defend and hold 2 harmless the City of Edmonds, Washingtolio its officials, agents from any and all claims r damages of a ev arising directly or indirectly from the issuance x of this permit. Issuance of this permit shall not be deemed to PLAN CHECK DEPOSIT modify, waive or reduce any requirement of any city ordinance nor limi I I In any way the City's ability to enforce any ordinance TOTAL AMOUNT DUE . Provision .. I hereby acknowledge that I have read this application; that the information given is correct; and that I am the owner, or the duly ATTENTION APPLICATION APPROVAL authorized agent of the owner. I agree to comply with city and THIS PERMIT s tate laws regulating construction; and in doing the Work authoriz. AUTHORIZE S This application is not a permit until ed thereby, no person will be employed in violation of the Labor ONLY THE signed by the Building Official or his/her Code of the State of Washington relating to Workmen WORK NOTED Deputy: and fees are paid, and receipt is tion Insurance. INSPECTION acknowledged in space provided. DjIGNED DEPARTMENT CITY OF EDMONDS AgATURE E ATTENTION CALL FOR FELEASED(6. DATE INSPECTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE 771-3202 UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR ORIGINAL — File YELLOW — Inspector A r.FRTIFICATE OF -OCCLIPANCY HAS BEEN GRANTED. UBC ADDRESS: TAX ACCOUNT/PARCEL #: 00-3�--73b 00 1500 �0 13 BUILDING PERMIT (NEW STRUCTURE) #: COVENANTS (RECORDED) FOR: CRITICAL AREAS.#: 9/0 — 0174DETERMI NATION:. []Conditional Waiver E]StudyRequired xWaiver CRITICAL AREAS #: DETERMINATION: [-I Conditional Waiver F] Study Required El Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: 14 11 t) Erb r Nprht 4A k4- PARKING AGREEMENTS DATED: EASEMENT(S) RECORD FOR: PERMITS (OTHER — list permit #'s): PLANNING DATA CHECKLIST DATED: -7/7110 SCALED PLOT PLAN DATED---7V-1 SEWER LID FEE $: LID #: SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) #:, GEOTECH REPORT DATED: STREET USE/ENCROACHMENT PERMIT #: FOR: WATER METER TAP CARD DATED: OTHER: �.-7EMP\DST's\Forrns\Jana's Street File Checklist 5-14-08.doc WAIV— �Irrm C>O- E 0 CL < %S% A- 0 a; Ot tq Cn1 —4 7 Q% ft -,qq )WN�IRX POR .-Ro id, How( lv-e-� R ESUB -f-0 pem A,, tj MI. 10 % JUL 12 N,751-, BUILDING DEPA�-,-MENT SITE PLAN CjTy OF EDMONDS SCALE 1 20 FT CA4 I ki Lj 0 K— fAVIE 1,10e WP ADIk Ex W*Tw— x ,�/s ONTRACTORISRESPONS1131-ml --- k" ,ql0K fONTRUL ANU IJAMIAl C3�,q 1 Ok Fb" r)zlo "T ant shall repair/replace 11 damage to �0-5 u ilitie; or frontage improvern nts in rig ht-&-way per C.4y standarij, that is aused r occurs during the permittec project. I ///0�1%i . �; �WM rAn 0 7/,g o Jj o 9 9 32,-37 Ee 0 T4H Aj � L, 10 V— r-FWZ4--' eepeex- ro PtAN "W- AGOI-nWAL.- ewowu" 40NIT&4�L- &eQ%A'4R+4wTS A^0 esawoe-64�(n "Gulae"Wars. NORTH NE Cn 4 M "I 7/ r 7110 NORTH NE Cn 4 M "I 7/ r 7110 TELEPHONE: 206-605-6041 A55E55OR'5 -PARCEL No. 37560050061305 LE&AL DE5G: LOT 1. BLOCK 5, ALVERUNOOD MANOR *1 ZONIN6: . R5-5 I COUNTY: SNOHOMISH -URISDICTION: CITY OF EDMONDS CONSTRUCTION 7'rPE: v - B OCCUPANCY: R3 / U (&ARA(SE/CARPORT) PROJECT DESCRIPTION: ADD NEY4 BEDROOM 5ATH, AND CLOSET ON FIRST FLOOR, UP67R.AVE FURNACE Y41TH A.C. ENLAR6E EXISTINC-7.2nd FLOOR BEDROOM. FRC�JECT AREA SO FT LIVIN6 SPACE NE�N EXISTIN6 TOTAL FIR-45T FL 521 1:246 1076-72 6 SECOND FL 144 1 :2: LIV. 5P. 70TAL 665 .21.24 6ARA6E COV FORCH M151--. TOTAL qql qql LOT COVERAC-7E so F=T LOT AREA 16,575 MAX PERCENT COVERA6E 55% MAX COVERA(5E AREA 51q06 �'ROF`05ED COVERA6E 2,755 :'ROP05ED FERCENTA6E 16-5401n -07 CALC N5N ' 4OU5E 5.21 0 ��E F5,21 �,ARA6E POF - H �OV FOR(C-H EX15TIN6 1:246 596 VK� HEIGHT LIMIT CALCULATION REF. DATUM LOCATION: MANHOLE CO\/ER, IN HILLCRE5T PLACE TO NORTH REF. DATUM BASE ELEVATION 100.00 A\/ERA6E &RADE (SEE CAI-c�,-) 100.4q MAXIMUM HE16HT LIMIT IN FT :25.00 ---------- MAXIMUM HE16HT ELE\/A-nON 1.25.4q EX15TIN6 H16HE5T ELE\/ATION 1.25.04 NE = 100.ro3, 5E 100.5, NkN = 100..2, 5�N 100.63 TOTAL = 401.4J6 4 = 100.4q A\/E.--' A6E 6RADE IMPERVIOUS SURFACES ALL POST 1977 IMPERVIOUS CONSTRUCTION AREA SQ FT 1TO PUBUC RIGHT OF WA 7 STORM DRAINS 1. PORTION OF EX DRIVEWAY 173'1 TO EXISTING 20 FT SPREADER TRENCHATNORTH 2. REMAINING PORTION OF EXISTING DRIVEWAY 1942 3. EXISTING FRONT WALKS TO NORTH 262 TOTAL TO EX RETENTION TANK W1 20 FT SPREADER TRENCH 6-7 4- EXISTING HOUSE 5. EXISTING TWO PORCHES 1008 95. 5(76 6. EXISTING GARAGE 7. EXISTING EAVES 8. NEW ADDITION 1131, 243 - 521 95 17. NEW ADDITION EAVES .721- TOTAL AREA TO RETENTION TANK 3070 - EX PATIO TO ADJ YARD 510 118. 9. NEW PATIO AREA TO ADJ YARD 231 RIESUE3 JUL 12 2010 BUILDING DF-PARiVENT CITY OF EDMONDS OL lu Z tu L Q tu PLANNING DATA Street File SINGLE FAMILY RESIDENTIAL Name: DAVIP W"I'TNC-Y Review Date: 0-1. C) *7, 2, 0 1 C) Site Address: 1,,05009 HIL.L.(,FLES-r FLACE Permit Number: 0 A 0 Project Description: A P Zoning: 12-S a Comp Plan: 6 P — V P- 15A W I Corner Lot: (YES 19 Flag Lot: (YES Small Site Plan: NO) 09V D U Created: (YES fNO�)+ LLA: CUP: Variance: Shoreline: Subdivision/ Legal/Record ing Number: 12, Legal Nonconforming Land Use Determination Issued: (YES /0 Critical Areas Determination #: CF-A 19 9 & 0 1-7 El Study Required N waiver SEPA Determination: E-A&MP-T —ND CTF-A-r>iNGr Req ired Setbacks Street: W & 5T Side: 7. E5 INOWTH Side: 1 el-710 V TH Rear: FIA 5T Actual Setbacks Street: Side: I Side: Rear: Betac-hed Str-uettire RoGkories�RetaiRing-V6WIs * PeTrcrSJ+reHi9e9J4kFb,&rs -I AT: J - . .- I n-- Fvjcr�-tillr dulatian e >-SO"ttatrs 9 Ceyer-ed Deek� h I Niv Y/Fir-eplase 9 Uncovered Unenclosed < 30" Deck/Porch(ED Parking Required: 2 --FParking Provided: t4l C, Coverage Required: 35% 1 Coverage Provided: Lot Area: 1009 — 9f ft� Lot Coverage I 1 '6 1 - t3 a ra 9 e- 2--7109' Calculations: 50 — P orch 15 711 — a CA 44 i tf 0 vi) B ildinq Height Datum Point: M 14 C. 0 V F, F, Datum Elevation: Maximum Height: 25' 17-5.+g Actual Height: 00 L�o D CO). ur c� 41 A \J F P VULAClE 100.1- J [_�f2.Ape J M A Y,.-- Plan Review By: Gina Coccia, Associate Planner Chapman Legal Descriptio*n 30 July 91 LOT i The West IS5.00 feet of the South 13S.00 feet of the North 435.00 feet of Lot 6, Block 5, Alderwood Manor No. 9, according to the plat thereof recorded in Volume 10 of Plats, page 6, Snohomish county, Washington. EXCEPT the West 30.00 feet of the North 350.00 feet of said Lot 6. Subject to an 6asement for ingress, egress and utilities over, under and across the North 15.00 feet thereof., Also subject to an easement for ingress, egress and utilities over, under and.across a strip of land 10 feet iri width lying .5 feet on each side of the centerline of the electrical facilities situated within the West 35 feet of the South 224 feet of the North S74.09 feet of said Lot 6. Subject to and together with an easement for ingress, egress and utilities over under and across the West 30 feet of the South 224.09 feet of the North 574.09 feet of said Lot 6. Also subject to and together with all easements, covenants, conditions, reservations and restrictions of record. Situate in Snohomish County, State of Washington. 0, As wa, =. J At tP,, 8855L.DOC sm/kw/kw Chapman Legal Description 30 July 91 Lot 2 The South 274.09 feet of the North 574.09 feet of Lot 6, Block 5 of Alderwood Manor No. 9, according to the plat thereof recorded in Volume 10 of Plats, page 6, Snohomish County, Washington. EXCEPT the North 135.00 feet of the West 1S5.01 feet thereof. Together with the West 50.00 feet of the North 144.50 feet of the South 212.00 feet of the North 637.47 feet of Lot 5, Block S of said plat. Also together with an easement for ingress, egress and utilities over, -under and across the North 15.00 feet of the West 155.01 feet of the South 135.00 feet of the North 435.00 feet of said Lot 6. Subject to an easement for ingress, egress and utilities over , under and across a strip of land 10 feet in width lying S feet on each side of the centerline of the electrical facilities situated within the West 3S feet of the South 224 feet of the North 574.09 feet of said Lot 6. Subject to and together with an easement for ingress, egress and utilities over, under'and across the West 30 feet of the South 224.09 feet of said Lot 6. Also subject to And together with all easements, covenants, conditions, reservations and restrictions of record. Situate in Snohomish County, State of Washington. 88S5L.DOC sm/kw/kw e-AA lallU49t14 FL. m �al "0,* . C� \J' uo 14. %W . Z49-wc . L . PL 4 W E SITE PLAN r SCALE [.a - STREET FILE APPROVED By PLANNIN11,50 FROJ�EC—TEIATA -- DAVID I GRETCHEN MIT14EY ADDRESS. 20qoq H"CREST PLA40 EDMONDS. INA q15026 PHONE: 714-0432 S(M. SAME A55eSGORS 1_0. *: 5 7X _ 006*_Oor LE6AL DESCRIPTION: ' ZONIN(5: RS-0 I-ofl, BcA,. a4&,,�� #, ? C.OMTY.. SNOHOMISH CIO. JURP50rTION: Cffy OF aMOHM C4NSTRV-TK)N TYPE: VN OCZUPANCY. PRO-IECT DE5MPnoN: R 9 45AR.&SE 4EY4 NON-HFATEO 6ARA&E AND 5TORASe ROOM.. A155REVATkM PROJEC., — ELECT I maC44MC& LWIH6 SPACE ND4 $0. FT. HEJ6HT LIMIT CALCULATION chom CAMCT 4 AMV,_e FIRST FL EXIST TOTAL ftF.PATUM LOCATION: MANHOLE IN ST. rv" 5EWND FL 1004 1004 REP.DATVM ELEVATION 100.00 P'm aw clb� BASEMENT 6'16 MAX HZI6HT LIMIT IN FEET m &La� �-T— TOTAL 25,00 MAX Hr:16HT ELEVATION M�T 0� CPA� '662 125.2q - AVERAGE GRAr)E OMT &ARAGE 115a 100-?q DECK 11" PROPOSED (FAST) H*HE5T ELeV MAO cw�w 125.20 NN EL 100.20 z C-Ov PORCH 45 HE FL qq.62 r4P DECK 50 qS 5"' FL 100.63 SE FL loo.-12& TOTAL TOTAL 401.1-76 / 4 . 100.2R4 LOT COVeRA6E ENEROY COpE K5.Ef- lqq5 ZONE I LOT AREA 50 FT METHOD N/A MAX PERCENT C47VERAOE I f. 515 HEAT SYSTEM: GAS FORCED AIR KAX C/WERA6E AREA 35% TABLE PROPOSED Cl0VERA4E 5qob CH 6 PRE5C-IPTIVE REQUIREMENT-9 D PERZEN rAGE 2237 13.26% M MIN U: MAX % LOT CALC NEY1 POOR MIN u: MIN AFUE,, HOIlSE EXIST TOTAL CELJN6 VAULT GARAGE 1004 1004 MALL BELOY'l (SR. 1135 1156 FLOOR MCK 54 AB E06E COV PORCH TER CHAP GLAZINS C.ALr, fr. 45 so 95 HEATED FLOOR AREA TOTALS (PRC-Osco calrp.Aoc) Not, MOP05ED GLAZED AREA N/A 2231.00 10 tu z w 2 rh Z z L Z.:t < a oz < 1 1 57/-2-3 Z- L F —REV-1si—om--1 [ A IE a 0—I \J' Z�r I " Iwv., eovM u�4ki"a"rFL, tl� a -1 �lvl -6 4FAVEL WWI, %I w r PL SITE PLAN I iV/ vs,60 _AC_oN5T_RAr_rAoN A55mr-Y LO-1 I ICWN5 61ENERAL EU50T I MOGNAWAL ro"Ron 4 a APPLU� ov. om as lk7TC� Lm Ww W,,m, A =PcmcAfWLT �T c�l 9=T ft=T fi�T m=r � I—TtIOt _T �T PUO�T A BA0� H, , �MT —T T� 'I— -ML —T —IL I- A, —IT IT, STREET FILE Ff'i0-_JF4TPATA DAVID 4 GRET"FN MITNEy ADVRE55: 20" HILLCREST PLAC4! EDMONDS, IIA q6026 PHONE: 714-04$2 SITE: SAME ZONING: RS - E, LEGAL DESCRIPTION: J-07�/, 8L<S, GOUNTY: SNOHOMISH Co. C-ONSTRUCTION TYPE: -URWr-'nON: C4Y OF EPMOK05 PPOJECT 12ES'-RIPTION: VN (X-CUPANCY: R 3 / U I GARAGE NE^ NON -HEATED GARAGE AND STORAGE ROOM. PRO-er,T AREA 50. FT. LIVING SPACE NEA DUST TOTAL FIRST FL. 1004 1004 SEC40NO FL 678 BASEMENT TOTAL 6ARA,GE 1156 1662 1156 OEr,K 0OV PORCA 45 so qS W DECK L LOT C-OVERA6E 50 FT LOT AREA MAX PER,--T covERAGe 35% MAX COVERAGE AREA sqob PROPOSED Cl-WERAGE 2231 PROPOSED PERr-ENTArE 13.26% LOT CALC Nert EX15T TOTAL HOUSE 1004 1004 GARAGE 113b DEcK CIC;I/ PORr_H 45 50 q5 TOTALS (PROPO"ED r-O'/ER�Or) 2231.00 HEIGHT LIMIT CALC.ULATiON REFDATUM LOCATION: MANHOLE IN ST. REFDATUM ELEVATION 100.00 MAX HEIGH; LIMIT IN FEET 25.00 MAX HEIGHT ELEVATION M.2q AVERAGE GRAM 1002q PROPOSED (EXIST) HIGHEST FLEV 125.20 " FL 100-20 HE FL qcl.&2 5`4 FL 100 (13 5E EL loo. 72f, TOTAL �01-1_16 / 4 .100.2q4 ENERGY CODE V4.5,E.C, Iqc5 ZONE I METHOD N/A HEAT 5y5TFM: GAS FORCED AIR TABLE CH 6 PRESCRIPTIVE REOUIREMFNT5 ININ MIN U: MAX % POOR mrN u.: MIN APUE , CZiLING VAULT riALL BELO�4 GR. FLOOR SLAB E06F CHAPTER 6 GLAZING CALr, HEATED FLOOR AREA NONE PROPOSED GLAZED AREA N/A ul z uJ q IL 8.Z z - p z z <Z .q in 0 8 E6 IT �2_lq 6, REM10- �.o %L A uri FL wo-a I U HiLLZ4E,1rrL. POLE ewm L*j (L L tpili,/F civ fbr R-CA111L v w pq SITE PLAN W-ALZ I'm 2-' ABBREVIATIONS GENERAL A G0NSTRRt-1_noN ELECT A MEC4ANICAL MNOOV4 4 D� CABINET t APPLIANCE —T —1 —T :A M IT I—T —T —T :7. -T A- 1— A-1 11L I T. 11"I 1-T 1A11 :.I— L 141 r' 0 T T.11L T�: 1-11 11 1.7 11.1 -1 IAI tu 0 z lu cl APPROVED BY PLANNING 0 lu pk& T K F_ PROJECT 1;)ATA OYNER: DAVID 4 GRETCHEN riHITNFY ADDRE55: 20-10q HILLCRE57" PLACE EDMONDS, NA qBO2(, PHONE: 74-04�2 SITE: SAME A55E55ORSI.D.': 5-7-V,-005-00C�-1303 ZONING: Rs - a LEGAL DESCRIPTION: J_07/� gt--, s, COUNTY: SNOHOMISH Co. _11JR15DICTION: CITY OF EDMONDS CONSTRUCTION TY'FE: VN OCCUPANCY: R 3 / U 1 GARAGE PROJECT DESCRIPTION: NEN NON -HEATED GARAGE AND STORAGE ROOM. PROJECT AR.FA 50. FT. HEIGHT LIMfT CALCULATION LIVING SPACE NEN E�J57" T OTAL REF.VATUM LOCATION: MANHOLE IN ST. FIRST FL 1004 1004 REFDATUM ELEVATION 100.00 SECOND FL ell& 5-15 MAX HEIGHT LIMfT IN FEET 25.00 EASEMENT MAX HEIGHT ELFVAnON 125.2q TOTAL 1552 AVERAGE GRADE ioo.2q GARAGE 1135 1135 PROPOSED (EXIST) HIGHEST FLEV 125.20 DECK NN EL 100�20 NE FL 9q.62 C-47V PORCH 45 50 q5 SN EL 100.63 SE EL 100.'72C, w DEC TOTAL 401.17b / 4 = 100.294 1253 ENERGY CODE yi.s.E.C. jqq5 ZONE I LOT COVERAGE 50 FT METHOD N/A LOT AREA WbT5 HEAT SYSTEM: GAS FORCED AIR MAX PERCENT COVERAGE 35% TABLE MAX COVERAGE AREA 5qo& CH 6 PRESCRIPTIVE REQUIREMENT$ PROPOSED C�WERAGE 2257 YNIN MIN U: MAX % PROPOSED PERCENTAGE 13.26% DOOR MIN V: MIN AFVE LOT CALC NEN Ex 15T TOTAL CEILING VAULT HOUSE 1004 1004 NALL BELOY4 OR. GARAGE 1135 1138 FLOOR SLAB EDGE [)ECK CHAPTER 6 &LAZIN6 CALC 00�/ PORCH 45 50 `15 HEATED FLOOR AREA NONE PROP05ED OLAZED AREA N/A TOTALO (PROPO5E1? CO /EP E) 2231.00 U V) Z Z 0 z w w Z z 0 0 0 U 0 6,12 - �(' REVISIONS 08/12/1996 12:59 2067767373 AC SOFTWARE/DE IGN PAGE 02/02 CA FIL13 NO. Critical Areas Checklist Site Informadon (SOIU/t*POgMphy/hydrelogy/vagdation) 1. Sit&AddreU&=d= P—C"701 HjLL(:KE,5-r PLA-4�6 2. PMpftWTa3tAgwuntNumbcr. .3. Aomxhnft Site Sbm (um or square'fea): ( o, SO 7.� —sq Pr 4. Is Ws, site anito, � Y developen —Y-1 yes; — no. If yes: how h,sludeveloped? S. DescrIM the Senerg Site topogriphy. Check all dw apply_ - Z pqai� I= thau 5-,fM devadon change over entirp citp., 'lt*ld*. Ava an she seftenHy IMS dMa Is% I vatical r1sc of 10-feer over a UrIMM21 Agwas Of 66teft). HMY1- on sb of more than IS% Md len than 30% (a v"w r6e Of 10-M Ova a haritontal dismor of 33.to 6&fadt). SUV-" 91441% Of IsraM Dian 30% pre= on Sfte (a vertical f ise Of I 0-feet over a WWAW diftWe of less than 33-feet). Odw (VION4 dualbe): 6. Ske contains via of You -sound standing watw- okJo Approx. vepth: 7- Sit* cor;Wrm �W— MUf MW MMIRS Wale nd N 0 Approx. Depth: Wbat seasono of the Yee S. sital is In ft ffb6dway f-fz) floodplain )Q o of 3 water course. P. Site aonftin$,G,�� Or 64 am wh= vA= flows 2CM the grounds surface? Flows am year. round? tj 61 Mows an senonal? (What tiMe Of year. 10. Site is pd=ur. lbreaw meadow shrub-S mixed urbRn 12ACISUPW (lawn,shrubs ate) — L--0, 11. Obvious wetland is present -on site: _Ato 42 For City Sta Use Only—. L Wto is zodem tnp--, 2. jCS MWW SMI jype(op V4Z- 5#r4 �4 D e4 3. Wedand lavenwry or CA. nV indicates watland prcm t on skdq _ 0 - — 4.1. -,01100d Amu iAytatoty or C.A. wop indicateg Ciritiegi Amon site? a S. - 'Sit a withii "Sddtd CROA CuWdenoo landslide homed orcg? QC) 'site deiignaw oA dw Envimeawtany SenritWe Amu M.0 ;P RETEJ&�MA -44ruoy R20urRED CONDMONAL WAiVER WAIVER Revie wed hy:_6. DOAA10CIV platuter Doe k"MM 08/12/1996 12:59 2067767373 AC SOFTWARE/DESIGN PAGE 01/02 City of Criti TIM CKid=1 A this form is t6 to hisAw subm" PUMIt tioftc* reas Checklist cwtdned on Y MW P8r3M prior TU puqx*g Of t*,�_ ht is to amble City staff to d '*11ather any potential Present an me The infbnnation m =1(,..: CCq*ft die ChecUst stould b" lable from y awai dbsw4ations oft# ' W �09 deft avgWlc at a ty Hall (Cdt1CVj-*M �10V*Hories' nMM' or $oil surveys). An applicant, ar� must fil Out ft i 016�'Agn and date It, and submit it to the city. rao City, will mviftw the thed4ist# make a prtcursory site li* and make it determination of the suomquw stel" necessary to complete a devdapinm pcMit aMication. 'ArIth I A;Med copy of this farm, the NrUCMU 3twuld 9W submit a vicinity or plot PwTor indMdual lots of the parcel with aMA dM& diat CitY Sftff can find . dw subject pacel(s). In addkjoI4 60 &PPOcant. shaU Include Other palftent afformation (e.z. site PM4 t0P02rA%Y IMP, etc.) or studies In COBJunctim with this Checklist to a"W 1-41W IN CMMPUAb% their preliminary All 116 leut or the site. I have comp&* 4WV, I Cnitical Ama ChecYjlst &ad AUM dat the answers p faCtwd, to Ift beit"50, In'' knowledge (fill out ft approp;dM column o rovided are . y bel W). Ownw / APPIlcant: DAVe wm in/Ey PL. stma AAfw$ 7 79 -0 q 34' E;VMv4C>S-,t WA 9j%2_& City, awtv, ZIP Phone sivature Oat& Applicant RePremntative: - Atei�er 3 3p pwy-m pq S7. sij.oa. '7710 - 7.3 73 city., state, Zip Phan* PROJECT REVIKff�N �,T -T r, I rlp-,E FEB 4 1992 PROJECT NAME:11) jqLP PLAN CHECKAL!a6d DEPT. PROJECT ADDRESS:,Z!,9,ep�;,O!�f RECEIPT DATE: nitial/Da P N. WATER -COMMENTS FIRE BLDG. SEWER STREET7ENGJ Setbacks/Variance/Setback Adjustment Conditional Use Permit RMOMIX.MN IN ADB Requirements . . . . . . . .......... ..... ........ ........ ................ I ..... ....... . ... . ......... . ..... ............ ................. ................ ...... ....... . ..... 1 . 3 Other Zoning Requirements WIN - - - - - - - - - - - ' M 7-1/3/,f It 4 .5 Underground Wiring Required Lot Slope 15% it SEPA Environmental Checklist/Hydraulics Permit Tree Cutting Plan . . . . . . . . . . . . ......... -7 -.8 Plat/Subdivision Requirements X Legal Description Verification Quit Cldirn/Street Dedications ........ ..... . . . . . . . . . . . . . . . . . . . . . . Easements - Public/Private Engineering Storm Drain Review Fee . . . . . . . . . . . . . . . . . . . . .......... Engineering 2.2 Inspection Fee ....... . . . . . . ....... ....... .141 Drainage Plan (On -Site) 4JJWP .,::: .............. Setback - Top of Bank, Stream, Water Courses - - - - - - - - - - - - - - ---------- Setback - Storm Drain Line HIM - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 Open Ditch - Existing - - - - - - - - - - - - - - - - - - - - - - 18 Culvert Required . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........ . . . . . . . . . . . . . . . . I.. Culvert Size ............ Shoulder Drainage/Shale Open Runoff I.., - - - - - - - - - - - - - - - - - - - - - - - - - - - - -21 Catch Basin Required . . . . . . . . . . . . . . . * 22 Driveway Slope & Vehicle Access 2 3_ Sidewalk Required Curb & Gutter Required . . . . . . . . . . . . . . . . . . . 25 Curb Cut For Driveway Required . . . . . . . . . . . . . . . . ::-.26 Street Paving Required - - - - - - - - - - - - - - - - . . . . . . . . . . 27 Right -Of -Way Construction Permit Required . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... 28 Street Name Sign Required Other Signing Required 30 Bond Required For Public Improvements 31 FEMA Map Check/Water Table Side Sewer Availability Calculate Sewer Connection Fee If No LID # 34 Create Street File 36 Existing Water Main Size ... ... .. .... ... X.. . 36 Water Meter Size 37: 38 Service Line Size Water Meter Charge Required Hydrant Required 4 0 Hydrant Size Existing 41 Fire Line Charge Required - Sprinkler Street Cut . ....... ........... ... ... .... .. Miscellaneous ........ . ..... .. .... ... .. ..... . . . . . . . . . . . . . . .44 Reviewed By: FIRE PLANNING ENGINEERING PUBLIC WORKS rX f,, M f-- L� I oO, 0 H.& � H.0 Le COVCK- S av��r- LE ""y' AAJ�P46 49P'Vt C-44- EL ja':;'a e .>a \'V L' alai, 6e 1004,9 '4a 1 "06/4 - Ave 5 1 ca, v7 Nil ( 'raic' -A N 1, 4-7 0 Od .9q.73, 9S. r,;rm 0 44\ 1 -"l � "/ I 72,0'vA-rr, HOO'�C 1>55 *qFT- 4 SIT 14 ot-r3s� � HAV" 11644,F,( "L I p4kf- ;#EET FILE, r" L PA1-u m , i o, o HAJ q Ae wvty- I j H I V,"'Vr P LA'r- e PERAUT APPLICATION REQUIREMENTS TO:, Permit Coordinator, Building Division FROM; Lyle Chrisman, Engineering Inspector OWNER: PLAN CK # ADDRESS: A,44eexiar Pe- DATE:- /6 �W6 After review of the subject permit application, the following requirements mustbe met. 1. Construction hours ar e: WEEKDAYS .......... 7:00 A.M.-10:00 P.M. WEEKENDS/HOLIDAYS ..... 10:00 A.M.-6:00 P.M. 2. A separate RIGHT-OF-WAY- Construction Permit is required for all work on Publicproperty. (ECDC 18.60) 3. Truck haul route plan must be submitted and approved prior to permit issuance. 4. Builder/Owner is responsible for containing all temporary runoff and erosion control on site. (ECDC 18.30.030d) S. NO WORK SHALL BE DONE WMN 15 FEET OF STREAMS OR 10 FEET FROMANY CLOSED DRAINAGE FACIL- 17T. BUILDERIOWNER IS REPSONSIBLE FOR IDEN77FYING COND17IONS ON THE DRAWNG. (ECDC18.30.50G) 6. FILTER FABRIC. FENCE SHALL BE INSTALLED AND INSPECTED PRIOR TO CLEARING AND CONSTRUCTION (ECDC 18.30) 7. INSPECTIONS ARE REQUIRED ON STORM DRAINAGE SYSTEM, TIGHTLINES, FOUNDATION DRAINS, AND CATCH BASIN INSTALLATION. INSPECTIONS ARE REQUIRED PRIOR TO BACKFILLING. (ECDC 18.30) 8. Repair or replace al I defective existing curb, gutter, and sidewalk adjacent to the property. If an intersection is involved a handicap ramp may be required. Contractor shall meet with the City Engineering Staff to determine the extent of repair prior to issuance of the permit. (ECDC 18.90) 9. Driveway slope shall not exceed 14 % without a waiver. Every attempt should be made to keep the slope below 14 Waiver granted to (ECDC 18.80.060D) 10. Driveways must be paved from property line to City RIGHT-OF-WAY. A separate perimit is required. (ECDC 18.80.060C) .11. INSPECTIONS ARE REQUIRED ON DRIVEWAYS AND SIDEWALKS PRIOR TO AND AFTER POURING. (ECDC 18.30) 12. No burning of construction refuse without a permit from the Fire Department. 13. Connection to City water system is required. There is a separate charge for the water meter. (ECDC 7.30) 14. A back water valve is required if downstairs plumbing is below the elevation of upstream manhole. (ECDC 7.20) 15. Water and sewer main lines should be separated by 10 feet minimum. (ECDC IS. 10) 16. Connec SP the City samtary system is required. A separate permit is required. Fees paid: Yes No Charge (ECDC 18.10) 17. Underground wiring is required on all new construction; and for additions, alterations, and repairs that exceed 50 % of the total assessed value of the structure. (ECDC 18.05.010) 18. A FINAL ENGINEERING INSPEC77ON IS REQUIRED PRIOR TO THE BUILDING DIVISION GRANTING OCCU- PANCYOF THE BUILDING OR STRUCTURE. (ECDC18.90) 19. 4"rw-4pa� 20. /11 0 City of Edmome RIGHT-OF-WAY CONSTRUCTION 14 PEPMIT Permit Number: �& - /,F 7 Issue Date:4 -,? t-1, - -9-,2 A. Address or Vicinity of Construction: '20riOCI �4 1 L I,. (- P-L-S-T L B. Type of W�rk (be snecific)*JS-r -,tJ C-VLI-ST' 9 0 . 1 9 9 - POL,(-, -Te�&04C-R Noa-Th ro P200 CCW_"-6:x , wST P&D&S.-r-AL- A . r C0ZNE4Z_ e_(_ST00_f_- C. Contractor: P ul) Contact: 14URT M A 97 1 rQ �r� MailingAddress: Phone: 0-7o - -3 -z o-7 State License #: 4- t) MOW 0 5 --WAN qY602 A:? Liability Insurance: Bond: $ D. Building Permit # (if applicable): Sewer Permit # (if applicable): Cornmercial 0 Subdivision E. El City Project [] Utility (PUD-,QTE, 1,NWG, CABLE, WATER) F-1 Multi -Family L[�r Single Family [-] Other INSPECTOR: INSPECTOR: F. Pavement or Concrete Cut Yes E]No G. Size of Cut- x H. Charge$ APPLICANT TO READ IGN C INDEMNITY. Applicant understands and by his signature to this application, agrii�_to fold the City of Edmonds har7ndes fi�qm injuries, 6m�jes, or claims ofany kind ordescription whatsoever, foreseen or unforeen, that may be mad� jd'air�i the City ofEdmonds, or any o' it's depdlnm�ents or 'employ - If ees, including or not limited to the defense of any legal proceedings including defense costs, and attorney fees by reason of granting this permit. 7HE CONTRACTOR IS RESPONSIBLE FOR WORKAIANSHIPAAD MATERIALS FOR A -PERIOD OF ONE YEAR FOLLO�VING F[�V AL INSPEC77ON AND ACCEPTANCE OF TRE WORK ES77MATED RESTORA77ON FEES WILL BE HELD UN77L THE FINAL S7REETAA`TCH &COMPLETED BY CITY FORCES, AT WHICH 77ME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT Construction drawin of proposed work required with permit application. ,9 A 24 hour notice is re `q`uired for inspection; Please d1l the Engineering Department- 771-3262. Work is to be'inspected during progress and at compfetion. Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City, regulations as required by the City Engineer. All street cut ditches shall be patched with asphalt or City approvkkm'naterial prior to the end,4(ih_�,,�orking day; NO EXCEPTIONS. I have read the above statements and understand the permit requirements and the pink copy of the permit will be available on site at all timesfor in spection purposes. n 6.7 61 Z� Signature: Date: — (Contractor or Agent) CALL DIAIA-DIG PRIOR TO BEGINNING WORK ................. ......... . .............. .......... ... . ........... ..... . ..... ........... . . ... ... FOR: CITY USE ONLY: ........... .............. . . .... ....... ... . .......... . ... . ... PO 11014T.WWAYME S PPROVED BY .... .. .............. . ......... .. ........ ......... . . ..... ................. ............ ..:TIME.AU.THORIZED.::Y..OID::AFF� DAYs: DISRUPTION FEE/FUND: 1:1 ........... .. RK 'ISSUANCE Engrg. Div. 1991 FIELD INSPECTION NOTIP (Funip, I I - Route copy to Street Dept")= Comments: Diagram: j If CONTRACTOR CALLED FOR INSPECTION 0 YES 0 NO Partial Work Inspection by P. W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: rng. uiv. juiy j 0 31 0 9 lm:[= F��o Lj = 1476 TI a M1,1110 PUBLIC UTILITY DISTRICT NO.1 OF SNOHOMISH COUNTY REV. 7/87 LOCATION -zc>qog IrA C ?— (-- c.'7 p �_ S 0 C C> AREA POLE NO. 1/4 S I -A T 2 -7 R DATE -cl W. 0. NO. -3 -a REASON FOR WORK u S \j ��o Q_ ENGINEER MAP-Tirj DWG. NO. 0 9 -7 e_ -v_-rc Ilk �_ 0 k,-J Irk IT W C-i DRAFTER U. G. NO. SCALE I DATE WORK COMPLETED APPROVED DATE PRINTED FOREMAN I IFEES REQ'D it YES 0 NO 1 PRIMARY OVERHEAD • RESIDENTIAL • COMMERCIAL LEO# @ SECONDARY OVERHEAD BASIC FEE S $ METER/CONV. PCLE S PRIMARY UNDERGR )UND 0 RESIDENTIAL 0 COMMERCIAL BASIC FEE $ LEU# / $ I /=s SECONDARY UNDERGROUND BASIC FEE $ 4-SQ' /o$ /=s � cl o UNDERGROUND P-AT BASIC FEE $ tFT.O$_ /=$ STREET LIGHTING FT. 0$ s WORK IN RIGHT OF WAY * PRIMARY * SECONADARY 7�>S t FT. 0 $ _24-S MISCELLANEOUS FEES VAULT '-_bMc)"Z5 PERMIT S SQ mg ;:�.c '200A. $ a\ TOTAL DUE ZZcl DATE PAID (,5> - I S -ci 2 RECEIPT# Aiz.,za40- � - NEW SVCE APPLICATION# p-NI \/I ....RONMENTAL ANALYSIS 0 EXEMPT 0 NOT EXEMPT PARA. 18 1 TEM C O.H. U.G. COND. KV ADD CKT. FT. PH REM CKT. FT. PH NET CKT. FT. O.H. U.G. COND. KV ADD CKT. FT. PH REM CKT. FT. PH NET CKT. FT. PERMITS (DATE GRANTED� • TREE TRIM • STATE • COUNTY • CITY 'ri_o mo tj U5 0 EASEMENTS 0 REOUIRED I0 NOT REOUIRED DATE RELEASED I FOREIGN CONTACTS 0 GTNW JPN# 0 CATV JPN# Z JOINT TRENCH GTNW & CATV 0 JOINT BORE GTNW & CATV 0 POLE STENCILING FROM TO TAKE OFF POLE PRE-CONSTR. REQUIREMENTS 0 TREE TRIM 0 PUD LOCATOR N BACKHOE 0 IR ONE CALL DATE INDEX I POLES I IPLAT LOGS U-MAP XFM IC—MAPI I LOCATION MAP PAGE +S+ SUBSTATION M Pt P �_& vx'>� ID CIRCUIT NO. %2-_S4jc, t_j PHASE # � 0 0 W-0- ;k __E)'�_> w ls_r --El, to c) ki ts-r o -T QL I'A I w 70 P 9- 0 9 C 0 9, OF ISO V-4,rA 'Dowo P_ I s 0 1 T(_4 _T_ C> P., A Q_ E- C P(-:- OfE S -T-C-N 0 N �_- c T To I s (o 4-7 S 9- C6 LC--- \JC L,-;, 14, C, r4 ;,A MAIO ---)-7 93334-�- -Z oc� o 9 W - -2 01c; 6 0 -)k 0 08/i2/ I 1 1 996 12:59 206j6373 AC SOFTWARE/DjjGN PAGE 01/02 City of CrIti no Qiruw & 1. , - ftt this tom ft to his/her sub permit ea� Checklist czhed On &W person WIftw4a prior -& " ent . -Vaupm TIS PUMM Of d4PWJCh1ft is to amble CitY Staff to ditkfte'*%ther any I- potentw critica"400 am or may be FrMn1 on the SU4 =.Ot- 7be informtion 140*' '0 de dw C heckUst SMuld N` A40 .o-m 'a - . s cbsei-4atkms ' ' 0.. , Y lable from Of th"he".0f d0a availableit city Hall (CadcRiAreaslaveotoft, maps, or son surveys), An applicant must fill ou 6.4 sign and date It, z 1 i rlt� wW nbmit it to the City- The city will review dw dmidistj fulm a precursory site vi* OW UMkie a determination of the my3MRNM 5�%" mx"SarY to Complete a &WqmmM XmIt applicaticm. MrIth a sigried *My of this form, the !EP� d=ld alSO submita' 'Cinfly Mal) VI Or PIO-VOW for MdMdW1,ots or Un parcel W'th OMMh deftH diat CitY 3ftff cm find 3 " subject parod(s). in ad"OU, *0 aWk2ft ShaU Indude *tIMW WON= kdannation (e.t. site Pb"N tOPOSIN*Y fflUP, etc.) or studies in COWURctbn Wkh this Checklid to &MIA .9ba in 4004"nS their preliminary imom* or the site. haya comph"i iiWAO"11' Critical Area Checklist &ad attM #W the answers provided are' factual, to d= beij'4, rfi� knowledge (rill Out ft VprOoriate column below). OWnW / Applicant: DAVE LA/JJIVPJFr�� Amino t.-�Tol Hiuxmes SOW Add-nm 7 ?'V -0 Y 3�L F-DMO�S-., WA 91bs,& city. st-te, zjv- Phone Appliant Represent&tiyei A Laaer 3 3p pA-y-lv xj '77to - 7.3 73 WA ?,Aox 0 Phan* Date 08/12/1996 12:59 2067767373 AC SOFTWARE/DESIGN PAGE 02/02 0 CA P11.13 NO.-. Critical Arew Checklist Site Infortnation (Solk/topography/hydroloalvcgeMton) L. Sit&Addre$jj�n: -tc)101 HjLLC4ZE5-r PLAZ.,C 2. PrQpMyjUAcWu0tNurnbcr-. 3. Appmx1rift Site SEM (tem 160 00 4. is this alto' :' or Square fog). =toy doydoped? —L,-' Y.; If yes; how h.s6 davaio*t__9f'S i 0i_--At6C Descdb6 the temal 31te topogri�hy. Check al I dwVply- Flaj:. lea than 5-fact devalon chuse over eatire. site. AlWeS cm site SwenHy [as than IS% (a ycWwaj r1= gf 10.fea over a �Urlwnw distamw of 66toct). HMk. d�es prwgg on sh Of mOre than 15% and less than-30% (a v"W rise of 10-fed over a horizontal disuni, of 33 to 'SCOOP; OWN of grew Olan 3()% Prcstnt 03 51te (2 vertical rise of I 0-fed over a WhOAUI diStAnCe of less ftn 33-feet). Odw (Plesie descrlb�): 6. Ske contains &tie 0(year-tound SwWing waw- AJO Approx. Depth: 7. sito coriwns iw�,Qf mwnal gmMing water: No Approx. Depth: What stuon(s) of the yeal S. Site iS in ft ffk�dway t-tO flOOCIP12in of a Water CoUrse. 9. Site oonuins *41,�� or so trea whem waa flows acrms the grounds Surface? Flows are ycar- round? nows am seasonal? (Mat time of year? 10. Site is primari1r. ibrested I m0wiow shTubs mixed urban landscapad (lawn,shrubi ate) 11. Obvious wetland is present -on site: -go ev For City slaT Use only,-,,--- L $40 is Zoned? 2. jC3 MXpW SMI type(g)? Pt% 1-4 W �4 J> 3. Wedand Inventory CW CA. mp indicates watknd pmvmt on sitdo -',CdtIC4 AnU iAV*A0ry*rC.A. trap indicates Critical Amonsite? 5. - iitew,ithii dWSuatad CZA cub-sidence landslide h=,,d arm? 6- 'Sitb deil�pated OR the EftVIMQMcaWIY Sen8itive Amu Map? .4ruDy MUMZD CONDMONAL WAIVER WAIVER Revie . wedby:,' D a an 01AYM 0 PLANNING DATA NAME:-Dw-d- Y_61Wk,, W6.hn!�4 SITEADDRESS: ?-09o9 DATE: ZONING: PLAN CHK#: 94-191. PROJECT DESCRIPTION: ALA 51�2� p,�, V elmr� - CORNERLOT tvo Yes/No) SETBACKS: Required Setbacks: Front: ZS' Left Side: 7 (1,A, ' Right Side: -7 ��z- ' Rear: Actual Setbacks: 4, r.,a4,o;-m Front: A064' Left Side: 19' Right Side: Rear: 31-331 Street map checked for additional setback required? N6,,ejh.,,j _"e No) LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED t1i (Y/N) LOT COVERAGE: 7 Maximum Allowed: -Actual: - 1311z BUILDING HEIGHT: Maximum Allowed: Actual Height: Z_ 5, A Datum Point: 64,71"�- flDatum Elevation: /cc,' SUBDIVISION: 6 `12, - �1 - 't �61 _M�s M err...- Wzo..J< rvi- ".t,4 *V� &calf,# 44-A CRITICAL AREAS W,�Lvcr SEPA DETERMINATION: Alo- !2%wW LOT AREA: OTHER:, L4Ak&%4eA — A41- M,-ty:A t. &-- - /,- A-0U. V Plan Review By: qERM][T APPLICATION REQUIREMENTO To: Applicant From: Jamal Mahmoud, Engineering Inspector STREET F11-1 Owner G)OWA 1E 6 re-L,�e-o -lit e- _5 Plan Check No: Address:- ?,!!p a f�) 4) H -Lh r - t,,r- -� 4- P L - Date: 011 / After review of the subject permit application, the following requirements must be met: 1. Construction hours are: WEEKDAYS - 7:00 A-AL-10:00 P.M.;WEE1KENDS/HOLIDAYS - 10:00 A.AL-6:00 P.1VL 2. A separate RIGHT-OF-WAY CONSTRUCTION PERMIT is required for all work on public property. (ECDC 18.60) 3. Truck haul route plan must be submitted and approved prior to permit issuance. 4. Builder/owner is responsible for containing all temporary runoff and erosion control on site (ECDC 18.30.030d). 5. NO WORK SHALL BE DONE WITHIN 15 FEET OF STREAMS OR 10 FEET FROM ANY CLOSED DRAINAGE FACILITY. BUILDERJOWNER IS RESPONSIBLE FOR IDENTIFYING CONDITIONS ON THE DRAWING. (ECDC 18.30.50G) 6. FILTER FABRIC FENCE SHALL BE INSTALLED AND INSPECTED PRIOR TO CLEARING AND CONSTRUCTION. (ECDC 18.30) 7. INSPECTIONS ARE REQUIRED ON STORM DRAINAGE SYSTEMS, TIGHTLINES AND CATCH BASIN INSTALLATION. INSPECTIONS ARE REQUIRED PRIOR TO BACKFILLING. (ECDC 18.30) 8. Repair or replace all defective existing curb, gutter and sidewalk adjacent to the property. If an intersection is involved, a handicap ramp may be required. Contractor shall meet with the City Engineering staff to determine the extent of repair prior to issuance of the permit. (ECDC 18.90) 9. Drive�w, ay slope shall not exceed 14% without a waiver. Every attempt should be made to keep the slope below 14%. Waiver granted to 0!!�a %. (ECDC 18.80.060D) 10. Driveways must be paved from property line to City RIGHT-OF-WAY. A separate permit is required. (ECDC 18.80.060C) I I I - INSPECTIONS ARE REQUIRED ON DRIVEWAYS AND SIDEWALKS PRIOR TO AND AFTER POURING. (ECDC 18.30) 12. No burning of construction refuse without a permit from the Fire Department. 13. Connection to City water system is required. There is a separate charge for the water meter (ECDC 7.20). 14. A back water valve is required if downstaiis plumbing is below the elevation of upstream manhole. (ECDC 7.20) 15. Water and sewer main lines should be separated by 10 feet minimum. (ECDC 18.10) 16. Connection to the City sanitary system is required. A separate permit is required. LID# Fees paid: Yes— No. Charge 3 0 (ECDC 18.10) 17. Underground wiring is required on all new construction, and for additions, alterations, and repairs that exceed 50% of the total assessed value of the structure. (ECDC 18.90) 18. A FINAL ENGINEERING INSPECTION IS REQUIRED PRIOR TO THE BUILDING DIVISION GRANTING OCCUPANCY OF THE BUILDING OR STRUCTURE. (ECDC 18.90) PPbffA"J)OC (Y 9 0 - 1 9 4 - City of Edmond§ EET RIGHT-OF-WAY CONSTRUCTIM R1 E PERMIT Permit Number: -Z o? -3 Issue Date: A. Address or Vicinity of Constructiori: 20909 Hillcrest'Place B. Type of Work (be specific): Install New Service C. Contractor: -Washington Natural Gas Compan Contact: Frank Swan MailingAddress: 815 Mercer Street, Phone: 224-2278 State License #: Seattle, WA 98111 Liability Insurance: Bond:$ D. Building Permit # (if applicable): Side Sewer Permit # (if applicable):. E. n Commercial E] Subdivision El City Project XJ Utility (PUD, GTE, WNG, CABLE, WATER) F1 Multi -Family n Single Family Other INSPECT OR/ INSPECTOR: 10�le F. Pavement or Concrete Cut El Yes 91No G. Size �f �ut: 1* Charge$ No Cuts 'SIG,� APPLICANT TO READAN4 - JZ�__ INDEMNITY. - 'Applicant understands and by his signature to this application, agreev4s4e City of Edmonds harnde4.`m1�,L,47.n(ag,.4or claims of anykind or description whatsoe-�er, foreseen or unforeen, that may be made against the City of Edmonds, or any ?f its departments or employ- i it ees, including or not limited to the. defense of any legal proceedings including defense cosi� and attomeyfees by reason of granting this perm': THE CONTRA CTOR IS RESPONSIBLE FOR WORKMANSHIP AND MA TERIALS FOR A PERIOD OF ONE YEAR FOLLOWNG THE FINAL INSPEC77ON AND ACCEPTANCE OF THE WORK ES77MA TED RESTORA 77ON FEES WILL BE HELD UN77L THE FINAL STREET PATCH IS COMPLE7ED BY C[7Y FORCES, AT WHICH 77ME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. Construction drawing of proposed work required with permit application. A 24 hour notice is required for inspection; Please call the Engineering Department- 771-3202. Work is to be inspected during progress and at completion. Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City ieg�lations as required by the City,Engineefq All street cut ditcheS shall be patched with asphalt or City approved material prior to the end of the Lw'orking day,",, NO EXCEPTIONS. I have read the above statements and understand the permit requirements and the pink copy of the pennit will be available on site at all timesfor inspection purposes. Signature: AMMA4441 Date:. April 17, 1992 (Contr;ctor or Agent) CALL DIAIA-DIG PRIOR TO'BEGINNING WORK PERMIT. FEE: ............... ........ - ......... .. ............................ ..... ...... .. ...... ............. ::COMMENTS: ... .... . - - . ........ - RECEIPT.NO:,. .... .. DATE:. . ........ -ISSUED BY: 12 ft MkIl AZIMMM Engrg. Div. 1991 FIELD INSPECTION Comments: Diagram: I I I - Route copy to Street Dept.) v ., ��j CONTRACTOR CALLED FOR INSPECTION 0 YES 0 NO Partial Work Inspection by P. W.: Work Disapproved By:. Date: FINAL APPROVAL BY: Date: Eng. Div. July 1% 40 Wa N ='112 a A vvz�� Ei e Carcery Addendum to ,Submitted by: -2,09 09 P,_. P�-WNG to window N�Water main depth unknown Uk 111 gas main, City of Edmonds Right of Way Permit Application Kerry Walsh Engineering Aide Washington Natural Gas 622-6767 x2761 pager � d (D cf, UT '-: > - drant 815 Mercer St. (P.O. Box 1869), Seartle, WA 98111 (206) 622-6767 0 9 0 - 199 - City of Edmon(p RIGHT-OF-WAY CONSTRUCTION PERMIT Permit Number: Issue Date: 2— A. Address or Vicinity of Construction: B. Type of Work (be specific): 5'J—P C. Contractor: V L0615e'vo(c Tpf(. MailingAddress: I<gq):Z State License #: 101pe- D. Building Permit # (if applicable): 612,01" Contact: y 0M ; Ir 1 0 )p at Phone: 651 - -7 4 Liability Insurance: Bond:$ Side Sewer Permit # (if appli cable): E. F1 Commercial F] Subdivision El City Project Utility (PUD, GTE, WNG, CABLE, WATER) Multi-Fatnily Single Farluly F! Other INSPECTOR: INSPECTOR: F. Pavement or Concrete Cut C3 Yes Wo G. Size of Cut: x L1. Charge $ APPLICANT TO READ AND SIGN INDEMNITY. Applicant understands and by his signature to this application, agrees r6"hold the City of Edmonds harmlessfrom injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeen, that may be ma,de against the City of Edmonds, or �ny of il� depS�pnerus or employ- ees, including or not limited to the defense of any legal proceedings including defense costs, and attorneyfees by reason bf g�6(ing tVs pei7nit. THE CONTRA CTOR IS RESPONSIBLE FOR WORKMANSHIP AND MA TERIALS FOR A�ffl?�OD OF ONE YEAR FOLLO WING THE FINAL INSPEC77ON AND ACCEPTANCE OF THE WORK. ES77MATED RESTORA 77ON FEES WILL BE HELD UN77L THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH 77ME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. Construction drawing of proposed work required with permit application. A 14 hour notice is requirea46'r"inspection; Please call the Engineering Departmom Work is to be inspected duringj�progress and at completion. Restoration is to be in accordance -with City Codes. 771-0220 Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer. All street cut ditches shall be patched with asphalt or City approved material prior to the.end of the working day; NO EXCEPTIONS. I have read the above statements and understand the permit requirements and the pink copy of the permit will be available o si' 11 1 es p inspect purposes. n te at a t fi Signature'. Al A A rl. 1� J Date: 7/ " f1fV-4WwvvFfi (Contra' C-tor or 1(gent) CALL DIAI-,A-DIG PRIOR TO BEGINNING WORK ........... . ...... ...... ........................... ......... ........... ......... ......... ........ ......... ..... ............. ....... FOR CITY USE.ONLY.� ........ - . ........... ...... ............ - ............... - ... .................. ....... ... :A . ........ ..... ... .... .... :XXXX ...... .... ... .......... . ......... .................. ....... ........... ...... ...... ............... TIME,.AUTHORIZED:::Y.OID:AFrER:::::::: ......... ..... .. . �:DAYS, DISRUPTION FEE/F.U.ND 111:, .,SPECIAL.LCONDUIONS:L RESTORATION LFEE: .. .......... ............ ... ...... L ............ ........... —.11 11 PERMITL FLEE: .............. .... - - - - . .............. ......... L . ........................... .......... . ...... TOTAL.FEE;: ....... ............ .......... ............ ... ....... COMMENTS: ............. ...... ... RECEIPT.NO., ....... ...... — -DATE: :..:-:.ISSUEDLBy:.�.� -0 NO WORK SHALLBEGIN PRIOR TO PERMIT ISSUANCE Engrg. Div. 1991 Eng. Div. July 1985 41- FILE CITY -OF EDMONDS SIDE SEWER PERAIT 9 PERMIT 19c, Address of Construction: Property Legal Description (Include all easements): LTIIIATME�j_�LANT I J, Owner and/or Contractor: Dayi kA I- 1-Y, -eki "-'wbe 71' C. State License No. Building Permit �o. 4Single Family Invasion into City Right -of -Way: El No R Yes 0 Multi -Family (No. of Units-) RW Construction Permit No. 11 Commercial RECEIV"ssother Private Property:X No E] Yes C1 Public J U L 1 4 1992 Attach legal description and copy of recorded easement PUBLIC WORKS DEPT. 71141 22 I certify that I have read and sh0l comply with all city requirements Date as indicated on the back of the Permit Card.. * CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION * OFFICE USE.,bNLY..: FOR INSPECTION CAL PUBLIC WORKS DEPT. 11-0220 Permit Fee: oo Issued By 9e Trunk Charge: cq's- Date Issued: Assessment, Fee:, Receipt No.: ,. X) /4-- Lid No.': -- Partial Inspection: Date -Initial - Comments Reason Rejected: Date -Initial Final Inspection Approved: Date Initial e �_& 1, ** PERMIT MUST BE POSTED ON JOB SITE ** White Copy; File Green Copy; Inspector Buff Copy: Applicant Revised 3M The City of Edmonds Side Sewer Drawing V EASEMENT NO - -------------------------------------------- �r NEW CONSTRUCTION n REPAIRS n LID NO . .................. ASMT. NO. - --------------- OWNER------------------------------------------------------------------------------------------------ CONTRACTOR ------------------------------------------------------------------ ----------------- PERMIT NO. JOB ADDRESS LEGAL DESCRIPTION: LOT NO - -------------------------------------- BLOCK NO - ------------------------------------ NAME OF ADDITION - --4 � -< �A lk. �\ �, t:e 51 T - PWW-0001 -11175 (REVA 1/78) --------------- ----------------------------------------------------------- i7 -------------- : ---- - ------------ 0 30 iLVI 0 . tz q4? 7o e-9 %.V3 15,D)L. Approved: 9'- 12- - DATE............................................ By ............................................................ 4 I ') d I F 0 It- 1 - 5, 0 f)%A!Rlr 15 REZjF-()[V fLE AUG 2 4 25 16 38'trench ED.R. EROSION CONTROL AND DAMASE Additional BUILDING DEPARTMENT Fo� 2 r CITY OF EDMONDS 15' exist. Infiltration Trench -T I otj� -/11 /N1 I"I 1�1 N ue� 6" 00 120 200 400 4. r!5-Zl d3 Scale of Feet r a 0 FW -72- qJ LEGEND - Exploration hole number and app x. IOCaLlon. 4 4 77, 1,26 0 52 6AVE oev/ WHITNEY SITE RESIDENCE 20909 Hillcrest Place /Z Edmonds, Washington 6)( f7AJ 10 5� 10 ff-ETL k—� -7 50 1 SITE AND EXPLORATION PLAN FIG. I "X -7 Lrg' GeoSource -r,F-A zi' e 66eA-61 T' 7-7 e- 0 r ENGINEERING, INC. Everett & Mount Vernon, WA 425-870-8189 PROJECT NO. DATE FILE NO. C100701 7/19/2010 C100701 Site Plan.vsd I ri r r- V I Lt- 0 0 GeoSource ENGINEERING, INC. ke-!��EFRINC- GEOTECHNICAL ENGINEERING August 18, 2010 Project No. C100701 (revised) Dave Whitney 20909 Hillcrest Place Edmonds, WA 98026 Subject: Existing Infiltration Trench Assessment 20909 Hillcrest Place Edmonds, Washington Dear Dave: STR"EET FILE REVISION /Ulu AUG 2 4 "' " BUILDING DEPARTMENT CITY OF EDMONDS GeoSource Engineering, Inc. made a visit to the abovementioned site to examine the existing infiltration trench, evaluate subsurface exploration holes and take soil samples for infiltration rate determination. The purpose of our visit was to determine infiltration rates along the existing trench and assess numerically the acceptability of the trench which was reportedly installed many years ago with only verbal recommendations from the City. The locations of the exploration holes are shown on the attached Site and Exploration Plan — Fig. 1. 0 SUBSURFACE CONDITIONS Soil Survey Classification Series (SCS Series Description) The Natural Resources Conservation Service (NRCS, formerly SCS) maps classify the surface soils as the Everett series (EvB) [Recessional Outwash deposits] underlain by Alderwood soils (AgB) at depths greater than our test holes. County and City storm water management offices use the SCS/NRCS designation for determining design requirements relating to surface water quality and quantity. The SCS/NRCS descriptions are agricultural in nature, based mainly on air photo identification of vegetation types growing in the soils. Because of their general nature, geotechnical field evaluation and/or verification of site soils is necessary. Observed Onsite Soils State law stipulates that "acquiring, evaluation and analysis of geologic data by a Licensed Professional (Geotechnical) Engineer is a necessary component of a geotechnical study and is permitted without the Professional Engineer being licensed as a Geologist" (RCW 18.220.190). The licensed Professional Engineer who prepared and signed this report also holds a Bachelor of Science degree in Geology (cum Laude) from Washington State University. In light of this fact, the 4917 Evergreen Way, Suite 105 - Everett, WA 98203 42 5-870-8189 17320 Red Hawk Ct - Mount Vernon, WA 98274 360-5 88-4819 C1 . 00701 Whitney Residence *tion Trench Letter, 8/18/2010, Page 2 of 4 is subsurface conditions at the project site were inferred from the field explorations accomplished for this study, visual reconnaissance of the site, and past experience in the area. The observed or anticipated soils consisted of the following (from top to bottom): Exploration Pit 1 (West test pit) ' - The top 2 feet consisted of clean, medium sand and gravel. Underlying the sand was clean, gravelly, coarse sand (more gravel than sand) to over 4 feet in depth. This soil horizon is consistent with the SCS/NRCS designation Evereft (EvB) [ Outwash gravel & sand ] and is described as well drained. An infiltration trench installed along the north side of the driveway will function adequately for infiltration of runoff in this area. Exploration Pit 2 (East test pit) - The top 1 foot consisted of clean, coarse sand and gravel. Underlying the sand was dry, tan, gravelly, coarse sand (more gravel than sand) to over 4 feet in depth. This soil horizon is consistent with the SCS/NRCS designation Everett (EvB) [ Outwash gravel & sand ] and is described as well drained. An infiltration trench installed along the north side of the driveway will function adequately for infiltration of runoff in this area. EXISTING INFILTRATION TRENCH CONSTRUCTION The existing, 15-feet long infiltration trench was constructed by placing a filter fabric covered perforated PVC pipe at 24 inches in depth atop a minimum 24 inch -wide drain gravel infiltration layer. The gravel layer appeared to be a minimum of 12 inches in thick and at least 24 inches wide. HIGHEST GROUND WATER LEVEL We do not anticipate the development of any high ground water table due to the sloping nature of the Till in this area. The sloping Till will naturally drain infiltrated water to the west. Also, not mottling of the soils was observed. INFILTRATION TRENCH LENGTH DETERMINATION One acceptable method for determining infiltration rates on small sites in the City is the USDA Textural Classification method utilizing the grain -size distribution (ASTM:D421) in conjunction with the proportional length as determined from Section 3. 1. 1 Downspout Infiltration Systems of the 2005 Ecology Storm water Management Manual for Western Washington. The soils grain size distribution (see attached Grain Size Distribution Analysis) was used to plot the soil on the attached USDA Soil Textural Classification diagram. The calculations for determining the required length of the infiltration trench are partially based on the Rational Method. This method is well -suited to determine storm water volume from impervious surfaces. The attached Storm Water Runoff And Dispersion Trench Calculations page indicates the volume -rate of storm water runoff in cubic feet per second (cfs) for the 100-year, 24-hour design storm. The trench sizing is based on the material size gradation shown on the attached Grain Size Distribution Analysis (sieve analysis) and the USDA Soil Textural Classification triangle at the end of this report. C1 . 00701 Whitney Residence IOnration Trench Letter, 8/18/2010, Page 3 of 4 is Based on the site impervious area of 1942 Sq. Ft. for the 1 00-year storm volume -rate in proportion to the minimum lengths for the soils types given in the 2005 Ecology Manual, the minimum length required for the infiltration trench is 39 feet. A cross-section drawing for construction of the infiltration trench is also attached. If more than one trench is required or desired because of limited space, they must be separated by at least 6 feet. We appreciate this opportunity to be of service. If you should have any questions, please do not hesitate to call. Sincerely, GeoSource Engineering, Inc. U WA$ 07!5& L Gary T. Lobdell, P.E., B.S.G. Professional Engineer, B. S. Geology Principal C1 . 00701 Whitney Residence 19ration Trench Letter, 8/18/2010, Page 4 of 4 is STORM WATER RUNOFF AND DISPERSION TRENCH CALCULATIONS Date: 8/18/2010 Project No. C100701 Project: Dave Whitney Residence 20909 Hillcrest PI Edmonds, WA VOLUME -RATE OF RUNOFF- 1) Existing driveway impervious area: IA = 1942 sq. ft. Total collection impervious area = 1942 sq. ft. Using Rational Method: Q = CIA, where C = runoff coef. = 0.9 I = rainfall rate from NOAA 1 00-year 24-hour Isopluval chart = 3.5 in/hr. A = collection area in acres: 1942 sq. ft./43560 sq. ft./acre = 0.04 acre Q = (0.9)(3.5 in/hr)(0.04 acre) = 0. 13 cfs volume from 1 0.0-year , 24-hour storm TRENCH SIZING — 1) For the 24 inch -wide trench shown on the attached drawing: for coarse sand and cobbles the MI-1000 = 20 L.F. 2) Infiltration trench length = 20 lineal feet/1000 sq. ft. impervious area 3) Thus the design minimum trench total length (in one or more trenches): TL=IA/1000 x MIL1000 = 1942 ft2/1 000 x 20 = 39 feet Ion 38'trench Additional 2 15'exist. Infiltration Trench 0 �7 N ue� 4i C" oKw 00 120 200 400 Qj Scale of Feet U I d3 r-a7r��Ai A5 0 6��-X!57 LEGEND - qj Exploration hole number and approx. location. �4 1-2 ON r WHITNEY SITE RESIDENCE L' lo 20909 Hillcrest Place Edmonds, Washington 1'0 0 -7 50' SITE AND EXPLORATION PLAN FIG. I -7 9 T ijrl 17F—�64 GeoSource E 60'PA61'rr 7-7 L) r r I H P 60\- E-7- ENGINEERING, INC. Everett & Mount Vemon, WA 425-870-8189 ED PROJECT NO DATE FILE NO. C100701 7/19/2010 C100701 Site Plan.vsd GRAIN SIZE DISTRIBUTION Dave Whitney redidence C100701 Job,No.—. Location of Project Edmonds Boring No. __ Sample No. TH-1, TH-2 Description of Soil Depth of Sample 18" Tested By. GTL Date of Testing 7/12/2010 . (x ac 0 6( 4( 2C C 70 q 0 0 Grain diameter, mm Visual s oil description —Well-graded gravelly qrse� sand Soil classification: SCS/NRCS = Everett gravelly sand (EvB) SW System - ASTM:D 421 Notes: No evidence of seasonable or permanent grour WHITNEY SOILS ANALYSIS 20909 Hillcrest Place Edmonds, Washington C? water table. D10 0. 1 01TIM GRAIN SIZE DISTRIBUTION ANALYSIS GeoSource ENGINEERING, INC. Everett & Mount Vernon, WA 425-870-8189 PROJECT NO. DATE FILE NO. C100, 7/19/2010 C1 00701 Whitney Grain I I Size Dist.vsd 4" PVC rigid perforated pipe embedded in washed drain rock Plan View (set holes down at 4pm & 8pm positions) -------- --------------------------------------- U H Infiltration trench ---------- ------------------------------------- Catch Basin w/ solid lid ISide View I From catch basin inlets with grates from roof down spout 6" ,b7 6" level ::�j Washed rock 4 5' min. 12" —a4-� 0 r, 1 '/2"- 13 /4 v --------- ---------------------- Fine mesh screen Catch Basin 39 feet 10' min. w/ solid lid filter fabric compacted backfill 6" 4" PVC rigid perforated pipe embedded in washed drain rock 24" min. (set holes down at 4pm & 8pm positions) 7 12" 7 v 0" washed rock 0 co 0 0 1/_13 2" /4 24'. Cross -Section WHITNEY RESIDENCE View I ( j INFILTMATION TRENCH DETAILS NO SCALE GeoSource ENGINEERING, INC. PROJECT NO. DATE FILE NO. C100701 Infiltration C� 8/18/2010 Trench.vsd City of Edmcels -OF-WAY CONSTRUCTION RIGHT PERMIT Permit Number: Issue Date: -7 A. Address or Vicinity of Constr,uction: -1 Ar Qk ZE L ST %0 B. Type of Work (be specific): I Q&-T 114M, rnkL�%L%-T-ILC� 0r-J i;* IST 9 0 1 9 G09-4-- V00WL S_"U:L_T o" Ig V_1W ep-op 609-W C. Contractor: Pul) Contact: Mailing Address: Z10ib VA%AN q41 fD M C*JD5 Phone: State License #: jW-0—Z7G;- Liability Insurance: Bond:$ D. Building Permit # (if applicable): Side Sewer Permit # (if applicable): E. - E] Commercial E] Subdivision F1 City Project [-] Utility (PUD, GTE, WNG, CABLE, WATER) F] Multi-Fairiily &?"ringle Family F] Other INSPECTOR: INSPECTOR: F. Pavement or Concrete Cut : El Yes 0No G. Size of Cut: x H. Charge $ ROND Goa-e.- %F APPLICANT TO READ A.. D SIGN INDEMNITY. Applicant understands and by his signature to this application, agreejhold the City of Edmonds hamile,—,�f.--4j,-,'je,9d5nages, or claims of any kind or description whatsoever, foreseen or unforeen, that may be made 6�aifist the City of Edmonds, or any of irs'depd)1nehis or employ - Sr, ees, including or not limited to the defense of any legal proceedings including defense cp�its,-and attomeyfees by reason of grantinilks Pe—..d. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF OAE YEAR FOLLOWING THE FINAL INSPEC77ON AND ACCEPTANCE OF THE WORK ES77MATED RESTORA77ON FEES WILL BE HELD UN77L THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH 77ME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. I Construction drawing of proposed work required with permit application. A 24 hour notice is required for inspection; Please call the Engineering Department- 771-3202. Work is to be * inspected during ''progress and at completion. Restoration is to be in accordance wi ' th City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City. regulations as required by the City Engineer. All street cut ditches shall be patched with asphalt or City approved n)aterial prior to the end of the,working day; NO EXCEPTIONS. 4 ?, ��j � _-, I have read the above statements and understand the permit requirements and the pink copy of the permit will be available on site at all timesfior i spectio,n purposes. P2 j�— M;&:.— Date: Signature: (Contractor or Agent) CAM, DTAT,A-DTG PRIOR TO BEC.INNING WORK pokk NO, WORK SHALL BEGIN, PRIOR TO PERMIT ISSUANCE Engrg. Div. 1991 FIELD INSPECTION NOTES Comments: Diagram: (Fund I I I - Route copy to Street Dept.) CONTRACTOR CALLED FOR INSPECTION 0 YES 0 NO Partial Work Inspection by P. W.: Work.Disapproved By: Date: FINAL APPROVAL BY: Date: Eng. Div. July 1985 , . 1 0, City of Edmonds PEI' 11: 1711 SIDE SEWER PERMIT PERMIT EXPIRES Address of Construction: ,,�—Property Tax Account Parcel No. -LA Attach copies of all access and utility Owner and/or Contractor: --�Contractor License #: I >rSo"ingle Family F] Multi -Family (No. of Units F] Commercial (No. of Units F� Public I ilding Permit #: A Invasion into City *Right -of Way: El Yes *RW Construction Permit # 10 - In Cross other "Private Property: ^12"Y"'es D No "Attach legal description and copy of recorded easem&dr" Z C6AI-57-Ri�Lr-7-10AI Owner ontractor Owner or contractor signature and acknowledgeD4n Ks)htement: By signing for this permit I certify that I have read t�r6 City's public handout entitled ide Sewer Specifications, and shall comply with all City requirements outlined therein. 4— Z/— 0-3 Date - 2 CALL DIAL -A -DIG (1-8004�C+_5555) BEFORE ANY EXCAVATION'R I - - ALI FOR INSPECTION CALL 425-77,1-0220 extensionja�LW 24 HOUR NOTICE REQUIRED FOR ALL INSPECTION REOUESTS NOTE: IF JOB SIT . E IS NOT READY FOR INSPECTION- WHEN INSPECTOR ARRIVES A $45 RE -INSPECTION FEE WILL BE CHARGED. Job Site Ready YES NO Date: Initial: Partial Inspection: Date: Initial: Partial Inspection: Date: Initial: FINAL INSPECTION APPROVED: Date: -k(t,51 03 Initial: Asi-built to Street File: t� PERMIT MUST BE POSTED ON JOB SITE I - White Copy: File Green Copy: Inspector Buff Copy: Applicant .. . L;temp;bldg,forms-,sspermitjlg4/00 ry LLJ 3: Ld cn Of — — — — — — — — — — — — — — — — — — G0� A',d A A NEW NEW MANHOLE I ------------------- j LAMPHOLE Ep* CITY OF EDMONDS SIDE SEWER AS- BUILT 10 ADDRESS, SCALE 20909 HILLCREST PL. NTS HOMEOWNERi CONTRACTORi 113DZ DEVELOPERS DATEi DRAWN PERMIT 4/2/91 1 Byl I. ABILA INO, 9735 C7 0 CITY OF E USE ZONE PERMIT 5010145 NUMBER CONSTRUCTION PERMIT APPLICATION # SUITE/ P u 1 OWNER NAMEttNAME OF B ISIJESS ADDRESS a2c� 2L [)q yl LEGAL DESCRIPTION CHECKI SUBDIVISION NO, LID NO. cr w MAILING ADDRESS Z 0 PUBLIC RIGHT OF WAY PER OFFICQLAST EET YAP, TESCP Approved 13 CITY ZIP TELEPHONE NUMBER 774-64,31 RW Permit Required 0 EXISTING — REQUIRED DEDICATION "Street Use Permit Req'd 0 PROPOSEO'- Inspection Required 0 NAME Sidewalk Required 0 REMARK cc ADDRESS CITY ZIP TELEFHONE NUM13ER Z W 7 7K, 7 3 NAME All"IVet ,-,o ilew, JAI Y)&Y' Et4GINEERING . MEMO DATED. P�VIEVV BY 01 ADDRESS,. 0 METER SIZE BUILDING SUPPLY SIZE NO. OFIFIXTURES cr CITY ZIP TELEPHONE NUMBER I I cr uj Z 0 REMARKS STATE LICENSE NUMBER SIGN AREA SEPA 7=EVIEWillaiiiiiiii ADB NO. Legal Description of Property - include all easements ALLOWED PROPOSED COMPLETE EXEMPT Z SHORELINE# EXP cr VARIANCE OR CU PLANNING REVIEW 13Y DATE SETBACKS — FEET HEIGHT LOT COVERAGE z FRONT SIDE REAR —5 Z Z Tax Account Parcel N REMARKS CL PLUMBING' NEW RESIDENTIAL &MO &vd W41 ved 0 El MECHANICAL ADD/ALTER COMMERCIAL 1:1 APT. BLDG. El AW 11.4t a/ REPAIR .�NSIGN PRAD FENCE CHECKED BY ITYPE OF CONSTRUCTION HEIGHT DEMOLISH CYDS. x _FT) ICODE CARPORT swim REMODEL GARAGE POOL SPECIAL INSPECTOR AR`EA_ OCCUPANCY OCCUPANT REQUIRED YES qROUP/q_,�-T) LOAD WOOD STOVE I RETAINING WALL/ INSERT RENEWAL REMARKS ROCKERY Z 2 (TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN: PROGRESS INSPECTIONS PER UBC 305 __7NUMBER OF 0 NUMBER OF STORIES W It, j D DWELLING 141L N U UNITS DESCRIBE WORK TO BE DOPQATTACH PLOT PLAN) FINAL INSPECTION REQUIRED 90MMMOM VALUATION PLAN CHECK FEE V BUILDING PLUMBING Plan Check No. This Permit covers work to be done on private property ONLY. MECHANICAL GRADINGIFILL Any construction on the public domain (curbs, sldewelks , driveways, marquees, etc.) will require separate permission.. STATE SURCHARGE Permit ApplicatIon:480-Days Permit Limit: I Year I -"Provided Work -Is Started Within 180 Days "Applicant, on behalf of his or her spouse, heirs, assigns and STORM DRAINAGE FEE ENG. INSPECTION FEE successors in interest, agrees to indemnify, defend and hold 'Uni harmless the City of Edmonds, Washington, its officials, 5 employees, and agents from any and all claims for damages of cc whatever nature, arising directly or indirectly from the issuance of this permit. Issuance of this permit shall not be deemed to PLAN CHECK DEPOSIT.. modify, waive or reduce any requirement of any city ordinance 0 I nor limit in any - way the City's ability to enforce any ordinance , TOTAL AMOUNT DUE provision." I hereby acknowledge that I have read this application; that the information given is correct; and that I am the owner, or. the duly ATTENTION authorized agent of the owner. I agree to comply with'icity and THIS PERMIT state laws regulating construction; and in doing the work authoriz- AUTHORIZES edthereby, no person will be employed in violation of the Labor ONLY THE Code of the State of Washington relating to Workmen's Compensa- WORK NOTED tion Insurance. INSPECTION E W ER GE I DATEISIGNPD DEPARTMENT CITY OF EDMONDS ATTENTION CALL FOR INSPECTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE 771-3202 UNTIL A FINAL INSPECTION HAS Br:F:!' MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANC�' BEEN GRANTED, UBC CHAPTER 3. 0 r APPLICATION APPROVAL This application is not a permi t until signed b the B ilding 07icial o� his/her MERM feelulare, ,e, aV &k. 1pdge;dinsp&gp oNdAd. r CIAL*,%.efG'NATURE DAJE E L E AteD 13 YL - - - /& /5� -7- f r ORIGINAL --File YELLOW — inspecto PINK -7- Owner GOLD — Assessor _47 4 FW, S Fig L C' CITY OF EDMONDS �USE PERMIT ZONE --'P"'—_MUMBER .44 CONSTRUCTION PERMIT APPLICATION 'JOB ADDRESS SUITE/APT OWNER NAME/NAME OF BUSINESS p id 91'6y-c�6) V,6 i4 --/7/,/44 CA?,ES7- LEGAL DESCRIPTION C HECKI SUBDIVISION 0 r 11 NO. LID NO. Z MAILING ADDRESS 3 0 20 9 1)e- re 54- CITY ZIP TELEPHONE NUMB PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. TESCP Approved 0 RW Permit Required 11 E'd M 6 Yld5 74 -0 432 EXISTING —,REQUIRED DEDICATION Street Use Permit Req'd 0 NAME PROPOSED inspection Required 0 Sidewalk Required 0 REMARKS ft4_ Ir k WL) ADDRESS W_ L) e, Z -71/,411 TL4 W a M, I At" r-7.,0 Lu CITY TELEPHONE NUMBER aw!4�_ doom"' 4zMalmil; lqzip 26 C2,W 7 7K, - -73 77-3 NAME Ow n er ENGINEERING MEMO DATED REVIEW BY a: ADDRESS 0 MEV '"rILDING S7,PLY SIZE NO. OF FIXTURES CC CITY ZIP TELEPHONE'NUMBER M Uj Z 0 REMPg V STATE LICENSE NUMBER SIGN AREA SEPA REVIEW ADB NO. Legal Description of Property - include all easements,....,,- ALLOWED PROPOSED COMPLETE EXEMPT Z SHORELINE # 2 EXP iE VARIANCE OR CU PLANNING REVIEW BY LLI L SETBACKS — FEET HEIGHT I LOT COVERAGE RON SIDE% R Z Z Tax Account Parcel No �j 7,36 - QZ021 EMARKS No (M �e i NEW M RESIDENTIAL.. K71 hC6J PLUMBING F] ADD/ALTER COMMERCIAL, MECHANICAL S i P, / 7 YJ I -lee /Y7�4:44 r_1 REPAIR' El APT. BLDG. El SIGN 6W, �_ FENCE E] K '77., Ei CHECKED BY, ITYPE OF CONSTRUCTION CODE HEIGHT DEMOLISH I x _F'n CARPORT. swim REMODEL 1:1 GARAGE El POOL ECIAL INSPECTOR ARI�� "I OCCUPANCY OCCUPANT REQUIRED 13 YES 9776 19RO ., UP: 7, LOAD WOOD STOVE/ RETAINING WALL/ INSERT RENEWAL ROCKERY �REMARKS Z (TYPE OF USE. BUSINESS OR ACTIVITY) EXPLAIN: PROGRESS INSPECTIONS,'PER UBC 305 (r W NUMBER OF STORIES NUMBER OF _j 4. W-Sec- DWELLING DESCRIBE WORK TO UNITS PLOT PLAN) Amor A* BE DONE (ATTACH - FINAL INSPECTION REQUIRED 115�41114?1 9t sldlowa VALUATION FEE YZ8 PLAN CHECK FEE �BUILDING 124 77/ r= "AS Ile, 4 7 -1614zwo /7' 7o PLUMBING Plan Check No. MECHANICAL This Permit covers work to be done on private property ONLY. GRADINGIFILL-. Any construction on the public domain (curbs, sidewEilks driveways, marquees,,etc.) will require separate permlssio�. i STATE SURCHARGE Permit Application: 180 Days Permit Limit: I Year - Provided Work Is Started Within 180 Days STORM DRAINAGE FEE Z0 "Applicant, on behalf of his or her spouse, heirs, assigns and INSPECTION FEE 15c> successors in interest, agrees to indemnity, defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of CC < whatever nature, arising directly or indirectly from the issuance DEPOSIT :E of this permit. Issuance of this permit shall not be deemed to PLAN CHECK 0 0 �j modify, waive or reduce any requirement of any city ordinance :r nor limit in any way the City's ability to enforce any ordinance TOTAL AMOUNT DUE provision." I hereby acknowledge that I have read this application; that the Information given is correct; an6�that I am the owner, or the duly ATTENTION APPLICATION APPROVAL authorized agent of the owner. I agree to comply with city and state laws regulating construction; and in doing the work authoriz- THIS PERMIT AUTHORIZES This application is not a permit until ed thereby, no person will be employed in violation of the Labor ONLY THE signed by the Building Official or his/her Code of the State of Washington relating to Workmen's Compensa- WORK NOTED Deputy; and fees are paid, and receipt is -tion Insurance. I NSPECTION acknowledged in space provided. SIG TUR If E WNER OR G T) DATE/IGNED DEPARTMENT CITY OF ATURE TE EDMONDS "A ATTENTION CALL FOR (,�E(ISECEA INSPECTION UAlt _ �7 — IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE 771-3202 UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR ORIGINAL — File YELLOW — Inspector A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC CHAPTER 3. PINK — ()wnor C'MID — A.%sansnr MAW STREET e AU-K" M-1 K&P�A% S CLAAra y 4DO� CARE'/ c WLAZS"NW I d cl "ILLC.RsST 'PL- (9c)-. Pois. W.) I.S' PROPOSED Ar-C-5-S<, EASeMEtLT k -saw. V-1 kLB&C" P. P. S\89* 3Z.' 37" F- "p Lo-r .30-M - e < > -0 15 t 151300 SQ F:T 'S�G RAGE cl HOUSE 7N 5 BV 32.'37"E A-1 P. P. Lo-r 2- -:S'600 .50g-r zo. F. P'm Vj H I TT' 5 �A -j. S 89* 37.1 37" e -4DC; as w .SP,R. SE\11.' N'T E R P PG: U N�E — P\. i�', +li- t D99 U.3 -55 D834 K.F *6'�S ?-D-106 2,0-7 L C.: v -16BIc sS L\-,c \GS - A. F: A Z3 '&T�k\-)L \ES SADW�-1 E. ELi=-C--r?U(- MST LI t-Ls - N. �7 4 861 oo9o2_5D W W kTER u tA�_r S s'r\VArrkR\4 sev3v-�R- p ?owr-q- \-%r'AG -rva-'e- WAA.- \0 N JOB NO.: 8655 JDATE: 4/2/91 KA\,,,l Engineers Surveyors S W 'A -S E c- \ 9 T 2-77 , W R 4 e W m� ?aD po SSI SHORT PLAT CASCADE FOR SURVEYING AND MAYBELLE CHAPMAN,,.. ENGINEERING, Int. PD. BDX .32-6 A R L I NGTON WA. 4,35-5551 9 8 7-73 l/q 7 MAlt� STREET d c) "ILLLRSST ?L (9c)-, A"is. W.) IS' PRoposEo Acr-5ss EAsr-matT F_W. 'rUCKER. IIJ 89' 3Z.- 3-7 F P. P. _XdL -TONES 'ADO . 0 : c_A9,s,/ 5FLp, 0 S " NW I.S.01 --\70.0o' t n-- ce 7 C, P. xv 'p. S Vi lyi V40use 5 s,3* 32.'37 E I&S. -7yz, VY z 5", I P. P. Lor Z 4-1soo sap-r p -C I —Z I VJHlTr5tA 7 37-* S 89' 37" F 4c)c; 213 ar sp,R. SEW, -7c)-rNL SS Nc- N-T E R IP �l F_� U K�S - 4L t D99 0(.3 ELISTIt,1c. S AjA I TkKY f)E\,J EIR. - k. F *V�S ZTI D B-55 ZD-T 0854- C.: kccSS5 i \)T \ L\T \ES - A. F -i� n-1 6 BI 9 N\-L- &T�kULl'UREC, _(;00wVl k,2T.-_ Ey� Ui. Et i=CCPUL MST UI-LS - N. �7 -A B61001302-SD JOB NO.: 8265 JDATE: 4/2/91 ID\WN. BY: kAVI S W V4 _S E c- � 5 , T 2:7 t\l , R 4 F--: Mapaset) SHORT PLAT FO MAYBELLE CHAPMAK., W S stwiTAM Se\&Y�P, pp p W Nk.- KAr.-TILP, J Engineers Surveyors 435-5551 CASCADE / SURVEYING AN-D ENGINEERING, - Int. PD. BDX 32.G A R Ll NGTON, WA. 98113 ax,oxeo 1644 1A 7 USE PERMIT CITY OF EDMONDS ZONE NUMBER 9Go le, CONSTRUCTION PERMIT APPLICATION OB b1f 3 OWNER NA E NAME OF BUSINESS ADDRESS S # LEGAL DESCRIPTION CHECK SUBDIVISION NO. LID NO� W MAILING ADDRESS Z 3. 0 (reJ- PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. TESCP Approved 0 CITY ZIP TELEPHONE NUMBER RW Permit Required 0 EXISTING' REQUIRED DEDICATION Street Use Permit Recfd 0 qm2_4 11147-�,f -043 -4 0ROPOSFD inspection Required 45- NA� Sidewalk Required 13 cc METER SIZE LINE SIZE NO, OF FIXTURES W PRV REQUIRED Ow ADDRESS YES 0 NO 0 336 REMARKS cc fir TELEPHONE NUMBER W "FITY r7l fer F-at 4 yi*e, W -7_)i-'73'7 3 0 .-M-0214) 1 Z NAME 'A vt P/ r2 �ffic OP 5a TV'"- Ago" t114; cc ADDRESS AMAP1,64#4 0 ENGINEERING MEMO DATED REVIEWED Cc CITY ZIP FE�E NUMBER —9/3/ Z FIRE MEMO DATED REVIEWED By 0 uj STATE LICENSE NUMBER EXPIRATION DATE SIGN AREA SEPA REVIEW ADS NO. Legal Description of Property - incjude all eapements ALLOWED PROPOSED COMPLETE EXEMPT SHORELINIEN Z EXP 2: cr VARIANCE OR CU PLANNING REVIEW BY DATE w SETBACKS —FEET V HEIG14TILOT COVERAGE _j Pro erly FRONTZ51 sl REAR 2s, 2r— %r Z REMARKS 5 Parcel No. )303 (L Lu [T..PA .. unt P NEW RESIDENTIAL EJ PLUMBINGI`MECH COMPLIANCE OR ADDITION COMMERCIAL CHANGE OF USE E] REMODEL APT. BLDG. R SIGN GRADING FENCE CHECKED BY TYPE OF CONSTRUCTION CODE �OCCUPANT E] REPAIR CYDS. x _FT) Ay 9(-/ G 0 DEMOLISH WOODSTOVE SWIM PO L PECIAL INSPECTOR INSERT HOTTUB OCCUPANT GARAGE RETAINING WALL/ E] /SPA REOUIRED 13 YES LOAD C E] ROCKERY RENEWAL EMARKS 0 PROGRESS INSPECTIONS PER UBC 108 Z (TYPE OF USE. BLISINE R CTIVITY) EXPLAIN: j cc Re -e ii f L'b NUMBER co u NU ! 13ER OF CRITICAL 0 OF 'WELLING AREAS W STORIES UNITS IN DESCR71 JORK TO BE DONE (ATTACH PLOT PLAN) &ayoQe� 'J4cyD�C1704, (P-r'cb FINAL INSPECTION REOUIRED VALUATION FEE PLAN CHECK FEE HEAT SOURCE. ING BUILDING t000, 1317Z % 4)1(— a PLUMBING Plan Check No. 96 — MECHANICAL This Permit covers work to be done on private property ONLY. GRADING/FILL Any construction on the public domain (curbs, sidewplks, driveways, marquees, etc.) will require se parate permission. STATESURCHARGE Permit Application: 180 Days Permit Limit: 1 Year - Provided Work Is Started Within 180 Days STORM DRAINAGE FEE "Applicant, on behalf of his or her spouse, heirs, assigns and ENG. INSPECTION FEE successors in interest, agrees to indemnify, defend and hold 30 harmless the City of Edmonds, Washington, its officials, 2 employees, and agents from any and all claims for damages of a: < whatever nature, arising directly or indirectly from the Issuance of this permit. Issuance of this permit shall not be deemed to PLAN CHECK DEPOSIT modify, waive or reduce any requirement of any'city ordinance x nor limit in any way the City's ability -to enforce any ordinance TOTAL AMOUNT DUE provision." 1-041QP 7, I hereby acknowledge that I have read this application; that the information given is correct; and that I am the owner, or the duly ATTENTION APPLICATION- APPROVAL authorized agent of the owner. I agree to comply with city and THIS PERMIT state laws regulating construction; and In doing the work authoriz- AUTHORIZES This application is not a permit until ed thereby, no person will be employed in violation of the Labor ONLY THE signed by the Building Official or his/her Code of the State of Washington relating to Workmen's Compensa.* WORK NOTED Deputy; and fees are paid, and receipt is tion Insurance and RCW.18.27. INSPECTION acknowledged in space provided. IOWNER OR AG T) DATE SIGNED DEPARTMENT /j CITY OF F I I , SIG RE DATE 1Z 1 <0316) T& EDMONDS Z4 . . I /A44 CALL FOR AELE� BY. f7 A ATTENTION INSPECTIO14 j IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE 0 Wi�nt 2 7 UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR ORIGINAL — File YELLOW — Inspector A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC 771 0220 SECTION 1109 PINK — Owner GOLD — Assessor L\ VAlt- - F . A* f q h< W 14 0 EVE)L I" pizi loxoe' — L604& HAyEXTr1Jl> lv F, L� I , I Pi ripl-I r'jiza'�. DitT-1 " 1 4 it> 12, wx 5al w o 4 x 511 t? err wl J 0r4 00 w C'oQe- A-0"WER?o 50 T" V-N - e"'UAf r-1 Lta) — rcr-F, Fir e -i� raw ioLv-.,- �OOF-�e 60 (a 6 i�� rr, 0> 16P 0 4 r:T, pre/ 0-1 Z 3: L q DETENTION IPIPE LENGTH RIM ELEV I'MIN COVER 6"MIN. SPACE 2'IMAX COVER RIM ELEV 4'Q MIN T- 5/- SLOK PIPE MIN.. 7% FROM CONTROL ORIFICE -OUTLET INV ELE I W ELEV. UPPEJ? CA rCH BASIN COATROL BASIN SYSTEM CROSS SECTION Table I - Detention Pipe Size 2able Required Pipe Diameter :1. Ft. Vol.Cu Ft 15" 18 " 24" .30" ------ ---------- ---------------------- 100 75 60 42 24 15 Required pipe length in feet tangular Catch Basin Requirements* Max. size Catch Basin knockout Type ---------- ---------- 20" Type I, CB 15 26-1 Type IL, CB 16 Tiele \W 2 W III TIN —3 C-Ar M 7- - ��V RUO—off 2. -7 ACCEPTABLE TIGHTLINE MATERIAL N-12 ADS Sch 40 PVC SDR 35 (ASTM 03M) W 3: qa WASHED GRAVEL 15 /OUTFLOW TRENCH MINAW LONG r4 D 4"PER� PIPE TO BE LEVEL , 1 OP4 I+ 4"PERF PIPE W/CAPS RUNOFF SPREADER OUTLET Outlet Orifice Diameter (Inches) -------------------------------- OVED NOTES: 1. Call Engineering Division (771-0220) for �Vdet tiofflmE-ispection T LLJ before backfilling and for final inspections., 2, Responsibility for operation and maintenance of drainage systems on private property is the responsibility of the property owner. Material accumulated in the storage pipe must be flushed out and removed from the catch basins to allow proper operation. The outlet control orifice must be kent onen at all times. ALBERT H. COHEN DESIGN COMPANY Ps 330 DAYTON STREET SUITE 6 n EDMONDS, WASHINGTON SS02b [206) 776-7373,Z�%� ALBERT HILTOL4 COHEN Registered Architect ALL RIGHTS RESERVE 0 AT E I , L 1, 47 2- ci REVISIONS 7- c7 2- PAG E OF F= 1476 PUBLIC UTILITY DISTRICT NO.1 OF SNOHOMISH COUNTY REV. 7/37 LOCATION c (ZF-- (,- IbT !s>o cl 0 AREA POLE NO. NLj 1/4 S 2S T 2-7 R DATE W. 0. NO. 3 Z REASON FOR WORK ![-:,E C t-A(w, !& \i (- ll;=(D e ENGINEER MPt�-TIO DWG. NO. O'q '7 -1 z -7 t 70 t,) Wt -\ Q lz )p A% DRAFTER U. G. N 0. i C, At. c� SCA E C>o DATE WORK COMPLETED APPROVED DATE PRINTED r-1'4 VIMUNMr-IN I tAL MIWAL 1 313 0 EXEMPT 0 NOT EXEMPT FEES REQ'D YES 0 Q NO PARA. 18 ITEM C PRIMARY OVERHEAD O.H. U.G. COND. KV 0 RESIDENTIAL ADD CKT. FT. PH 0 COMMERCIAL REM CKT. FT. PH LEO# NET CKT. FT. O.H. U.G. COND. KV SECONDARY OVERHEAD BASIC FEE $ ADD CKT. FT. PH @ s REM NET CKT. FT. PH CKT. FT. METER/CONV. PCLE S PERMITS (DATE GRANTED) PRIMARY UNDERGR )UND 0 TREE TRIM Cl RESIDENTIAL 0 STATE 0 COMMERCIAL 0 COUNTY B $ LEU # IE=E M CITY $ 0 EASEMENTS SECONDARY UNDERGROUND_ BASIC FEE $ +GO 0 REOUIRED :1 NOT REOUIRED a$ /=$ I CIO UNDERGROUND P-AT DATE RELEASED BASIC FEE $ FOREIGN CONTACTS _ /=$_ kFT.0$_ 0 GTNW JPN# STREET LIGHTING 0 CATV JPN# t FT. @S IN JOINT TRENCH GTNW & CATV IM JOINT BORE GTNW & CATV WORK IN RIGHT OF WAY 0 PRIMARY 0 POLE STENCIL NG M SECONADARY 25 CFT.@$ 7�0 \-15 FROM TAKE OFF POLE TO MISCELLANEOUS FEES VAULT S_ PRE-CONSTR. REQUIREMENTS 9DmcwjjDS PERMIT $ '10 0 TREE TRIM 0 PUD LOCATOR" (ZoAo 6or...� 10" $_ 0 BACKHOE 0 -s -I- M ONE CALL DATE —jPOLES I I PLAT TOTAL DUE U-MAP DATE PAID RECEIPT# LOCATION MAP PAGE 4rS+ NEW SVCE APPLICATION# SUBSTATION LAJEST& ATC- CIRCUIT NO. e4-QG PHASE C4 to o ie ?-/w 0 9 W. C> - -#- --:E!, Z lt%JST a." Sr--C iZiSE-4 oQ �-- -f I ST pc) �k So V-cz- 0 tj DE 91, -T Vi P,,4 s i"GT plcl V " �)IE RL STQ- E� c- -r- T9-ez;NC-V-A So Uv �A oo WC--lG.-T Gtj>C- oy= <�5-rH Av tj vi -,-s TO p- o lil cog -tic- Z- Q t-j --3so Y-cm 00wei . p-%sE:R- QQocp- P-0 ilk 1) -ro tj C-vi a e)A- f4 s c:zc_ P&DESriAt w-(= I, P,7 9 i� o p E7 P--T\� c 0 R tlj c-, q- V-6'S'T09-4-- &MA6.S, R, I W W 46 fJ 'r (L4-- N C+k I �-J G (.0 NIP LC- TC- 4- 0 At &A A e-'p r. I 0 7 [z N-7 ns4l tj - Saoq x if -7 50 ��,-7EMe- J�P� AA—I)p A-e" 4-A, 1 k L " A -\,,I W-117fe-N IJ4 41_1� rr 7 r-ro -570 5_5 r I" ��gk 15 Z47-7 F-r. �IOCL, Idl�W TvrArl, 50-70 i Kir5lew AA, 4 aki4lr ::-- �'7 13,WL 6L), 02-/ �;-7 -ro r ITf z' EXISTIN67 STORM 5**(STEM AS -BUILT 2," FOOTING DMNS NOT TO BE WRT N SYSTEM DETENTIO > NJ PIA4 A 5 0 eww: fw FILTER FABRIC SECURED TO 2- X 2' 14 GA. WIRE FA13RIC EQUAL 2' X 2' WOOD OR C D EQUIVALENT I OLI Jill 11 IF ...' j_::4 I I I Ittl 15 - 12' 80 /_ I PLACE 3/4'-1.5' WASHED GRAVEL IN THE TRENCH AND ON BOTH SIDES OF FILTER FA13RIC FENCE ON THE SURFACE, C) SILT FrENCoE PETAIL - VERIFY Y41TH SITE INSPECTOR THAT FENCE IS NEEDED AT �10 EAST OF CONSTRUCTION PRIOR TO INSTALLATION CU IMPERVIOUS SURFACES ALL POST 1977 IMPERVIOUS CONSTRUCTION AREA SQ FT TO PUBLIC RIGHT OF WAY STORM DRAINS 1. PORTION OF EX DRIVEWAY 1731 TO EXISTING 20 FT SPREADER TRENCH AT NORTH 2. REMAINING PORTION OF EXISTING DRIVEWAY 1942 3. EXISTING FRONT WALKS TO NORTH 262 TO EX RETENTION TANK W1 20 FT SPREADER TRENCH 4. EXISTING HOUSE 1008 5. EXISTING TWO PORCHES 95 6. EXISTING GARAGE 1131 7. EXISTING EAVES 243 8. NEW ADDITION 521 7. NEW ADDITION EAVES - 72 TOTAL AREA TO RETENTION TANK 3070 41 .1 11 18. EX PATIO TO ADJ YARD 23 4: 1 19. NEW PATIO AREA TO ADJ YARD 1101 F_ �� r17 E 0 LJ4;7 5-o 6,00 C-1 xi"I eu t 7ev, 61 0 L' 10 IE7_1> 2,5 -V Fe6JJQ F'All 0 5� 10 OW611/130NI RACTOR S F ESPONSIBLE I id ri LT17- - 6-,2� f T I H F, 66\EKAg� 1�: FL IS5"q NORTH PRAINA(SPE PLAN BC -ALE 1" = 20 FT Applicant t4hall repair/replace all damage to utilities or frontage improvements in City STREPE12 H, right-of-way per C�ty standards that is caused p ?'i or occurs during the permitted project. -'j " 4.�� JUL 12 BUILDING, MENT CITY Or: FILTER FABRIC MATERIAL IN CONTINOUS ROLLS, USE STAPLES OR WIRE RINGS TO ATTACH FABRiC TO WIRE. WIRE MESH SUPPORT FENCE TO SUPPORT FILTER FAMIC. I �iw LI r 7=4 P:- -4-4 - - - - -- - - - - - - - - - - - - - - - - - - --- (�BURY BOTTOM OF FILTER MATERIAL 8- TO 12- 6' MAX. 2' X 2' WOOD POSTS OR EQUIVALENT CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN, GUITTERS/ElOWNSPOUTS TO CONNEG"TOEXIST SyST ACCE1P'0,k5,LE '11GHTLINE hilAff-RiAL kgo y W) S C H 4t") 1?6m� 4 TA-ij r- N 12 F810 HANCOR 5;w 6�5 -7 5 5�� -TO&TAet, SY5 alev 0 t-1 "7 1 'Z4 I f3y .3. _Sjj1ASTLn% C' w ZO LLI LU LU F_ - ZO 0 U) w Ct < LL 0 w 6 luco z L_U �i Id E k) LU L-U lu0" 3: C3 11i IL 13 z co OL J) in o N z z LU JU z < LU Z_ lu z < 51 JU 1 10 , Ic REVISIONS 7 - 7, t, -,-)