Loading...
1505 OLYMPIC VIEW DR.PDFiiiiiiiiiiiiii 12519 1505 OLYMPIC VIEW DR GITY OF EDIMOMID--S�'i BUUDINQ, �-EPAUMEN-, WORK FZ3W- APPRO".=DAT-2. /O.ZZ -04 6,0.0 ....ro 0-: P-PC11F bF . . P^*rto M"006 MWon IRC wAVAC Am u&nenta 132006 F .,4jtion IBC W/WAC An=dnlents 02006 �ftjon UpC W/WAC Anme, P-M App(vftos A, B, (A I . �ncW �2 132006 Edition imc w/wAc Amcudmwu 02-006 1':�ditiOn IFGC W/WAC Anwndwmt 132006 Edition fFC W,,WAC Anwndawnts 132006 Eldit ' ;on NrlAQWAC 51-13 132006 Edition 'WSEC WAC 5 1 -11 P LOT PLAJJ Cit f E4 PLNW lbb� • Fence 0- wz. Prope ot on+" or private property. �e for determining APPROVE) AS NOT® BY ENGINEE ING Date: acce" to RESUB OC 1' 12 0 2009 IILDING DEPARTMENT CITY OF EDMONDS /$r'll PIZ I t4 771 REC IVED 7.0 vi Y 1 A4in OCT 1�?009 r l7f&,pf Yr DEVELOPMENT SERVICES CTR- --t� - '5- CITY OF EDMONDS 6tp-� ot..y.mpic- N(Isvv lorz. "IC/1 STREET FILE g Notes Lowes # Description Model No. (n13/4In.xsv4hm .- Stlda Mo pot2n. a-p-apn Peat L 43/41n. x 43/4 In. Pot (2)13/4 h. x S1/4 h rile SudsM po92h i 7/8 n.x8m. T60 - SMs Into ma ea InWa chmrid i (n 2 h.x 3.1/2hm Sk%Into poet 1.1/2 in. 1-- n. x 1.39 In. Z-1. SAde mto nil ea ahoan 4 In. x4In. Pot I.V4 n.a 5-1/4hm We into pot 2In. I 7/9 n. x 6 n. TM. plmW 51de Into rta m ahoxn ( i (2) 2 In. x 11/2 h reb Ski. Into poet I - I /2In. 7/8In. x 3In. pkkeu sme into mg es ahwn (1)2In. x 6In. red j Slide int. pod 1.1/2In. i e a AANb - d—, a Monlmm cMaal I I I Lowes # Description Model No. I 189324 4 x 4 Pyramid frost Top (White) 73DD2188 189324 4 x 4 Gothic Post Top (White) 73OD2189 tch P 189324 4 x 4 Gothic Post To (Desert Sand) 73003459 59 D) 189324 .4% x 436 Gothic Post Top (White) 73002186 189324 43A x 43A Gothic Post Top (Desert Sand) 73043075 189324 4 x 4 New England Post Top (White) 73002177 Access Kit 189324 4 x 4 New England Post Top (Desert Sand) 73067872 Lowes # Description Model No. 12 (white) 189324 434 i( 4% New England Post Top (White) 73043070 88995 5 x 8 Watertown Fence Kit 73074572 189324 43A x 41A New England Post Top (Desert Sand) 73003460 189324 5 x 3A Watertown Gate Kit 73074672 169324 436 x 44 Bevel Post Tap (White) 73002171 Y' 189324 4 oz. Tube Vinyl Cement 73002172 88995 4 in. x 4 in. • 88 in. Line Post 73083772 3 189324 Self Closing Hinges (Pair) (White) 73049059 88995 4 in. x 4 in. • 88 in. End/Gate Post 73083872 189324 Key Latch (White) 73049159 88995 4.in. x 4 in. • 88 in. Corner Post 73083972 order book 189324 External Access Kit (White) 73012872 1964 ESV OCT 2 0 2009 BUILDING DEPARTMENT CITY OF EDMONDS h \ a n .6Fm., t� \ ors sty of EdnOddsPL \, //* A,- 4i 23,854 S.F. / \ ,, el TREES rjl DECIDUOUS 3jE EVERGREEN -J / of Of 01 to 11 S iz'roo 4- all ofo a 10 .9eRige`ea yw VAL 0#0 _ SHORT SUBDIVISION FOR PAMEL A W. L UND IN THE SW .I/4 SE 1/4 SEC. 13, T, 27N.,R.3E.,.W.M. EDMONDS WASHINGTON lee, REID, MIDDLETON & ASSOCIATES. INC. Dgs• R A H I DATE 1 / 30/61 FILE NO. ENGINEERS • SURVEYORS • PLANNERS DR. RAH R B 80 — 1 92 324 Main Street, Edmonds, Washington 90020 206/776.3434 ci+. RL.S SCALE I"240eNasT I OF i m Q m z OG) MM a -n ;! rlll� m (j) m 3 C C.CD = SGNOWa3 JO AIIO 1N3nlUVd3a Eftaling 600z 0 ? ")l ansaw \ O a ��4`�`;.�"� ' � � . 'fir, ACC 4 S � �l .•� n 'i�•• � , �^ ,. , �' . �++.:. >�_ � ,� . ,� , ` .A., a i► �-.... -•....cam --r ... _ _ `. �t'�.�.': tgg`'4�]5 ,C� u. a aM, - �4 e� 1505 olympic view edmonds wa - Google Maps Page 1 of 1 Google maps " "ess http://maps.google.com/maps?ie=UTF-8&rls=GGLD,GGLD:2005-06,GGLD:en&hl=en... 10/ 15/2009 1505 olympic view edmonds wa - Google Maps Page 1 of 1 Google maps Address http://maps.google.com/maps?ie=UTF-8&rls=GGLD,GGLD:2005-06,GGLD: en&hl=en... 10/ 15/2009 I f 150�� h CATCH BA51X: AOS IIS30(00. WOUAL ) ar TRGNCN LYCNGTH � =r TRiNCN COVtR �0TT 4Y -nc g{ uwlr 17 ICVR TK NC.H 4FERF P►vc CAP TEE W/ 4'LONG LEGS SYSTEM CROSS—SECTION ail I �.Fl 50 o X OR UIVELF�'T TC B LhYED e TikENCN COVER 3/+'0I2" WASUED GRAVEI Y 4 01AM PFRF P -C� _�W TRENCH CROSS—SECTION 1 1 STANDARD DRANAGE PLAN INFILTRATION SYSTEM PAGE I OF 2 fore-X• i1VFLd /�GS•G�/rlG� location plan by phone 77-/- D O - date DESIGN DATA Trench Perc LF per Imperm Trench Number Rate 11000 sq.ft. Area Req. i. I u. J rl'v-z4 �X0 177 NOTES 1. Call Engineering Division (771-3202) for prebackfill and final inspections. 2. Responsibility for operation and maintenance of drainage systems on private property is the responsibility of the property owner(s). Preventive maintenance consists of preventing ' soil and other materials from entering trench during construction as well as after.construction. Catch basins should be.cleaned of floating material and sediment at regular intervals (at least twice per yea ). CITY: OF EDMONDS 0 OLYMPIG ViEw fJrs . w. 890 1 )C v . City,'of-Edmonds RIGHT-OF-WAY CONSTRUCTION PERMIT Peet Number. Issue Date: 1,9 A. Address o rVicinity of Construction, 1505 Olympic-, vi Aw T)r B. Type of Work (be specific): Install Service C. Contractor: Washington Haturab Gas Contact: Mariamne Kingahury Mailing Address: 1 197 75 St SW Everett Phone: 356-7500 X7596 State License #: 98203 Liability Insurance: Bond: $ D. Building Permit # (if applicable): Side Sewer.Permit # (if applicable): E. ❑ Commercial ❑ Subdivision ❑ City Project ® Utility (PUD, GTE, WNG, CABLE, WATER) ❑ Multi -Family ❑ Single Family ❑ Other INSPECTOR: INSPECTOR: t, ,1• F.. F. Pavement or Concrete Cut: ® Yes ❑No G: Size of Cut: 1 x H„Ch APPLICANT TO READ AND SIGN INDEMNITY. Applicant understands and by his signature to this application, agri>.estol'old the City of Edmo�Ed," ees from injuries, damages, or. — claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of,�r any pf Cdepartments or ` employees, includin o'r not limited to the defense of any le al roceedings including defense costs, and attorney p g g p g rneeasonof granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME 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 Division, 771-0220.. Work and material 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 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. rx FIELD INSPECTION NOTES I Comments• I Diagram; (Fund 111 - Route copy to Street Dept.) CONTRACTOR CALLED FOR INSPECTION ❑ YES ❑ NO Partial Work Inspection by P.W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: w M M r - VW= Addendum to: City of Edmonds Right of gay f• Permit Application Submitted by: Hariamne Kingsbury . Engineering Aide Washington Natural Gas 0356-7500 X7596 Watermain depth ► 01r ac�r`cstP, Q— - gas main v1{�/\� r✓� Key: -W- Water -G- Gas -SS- Sewer Water. hydrant p Water valve Washington Natural Gas CoMppy, 1122 75th Street S.W., Everett, Washington 98203, (206) 355-3331 ASSET INFORMATION SHEET CITY OF EDMONDS LJ NEW . • ❑ ADDITION. ❑ RETIREMENT ASSET NO. ADDITION TO ASSET NO. DESCRIPTION SERIAL NO. LOCATION j p DE T. N0. **PURCHASE ORDER NO. _ PURCHASE ORDER DATE COST *PROJECTNUMBER PROJECT COMPLETION DATE COST old ei% B.A.R.S. ACCOUNT NO. °V 11-000 • ESTIMATED LIFE INITIATED BY DATE APPHUVEU by **SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST *SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT ACCOUNTING ONLY DEPRECIATE MONTHLY DEPRECIATION AMOUNT ANNUAL DEPRECIATION AMOUNT _ • G.L. ENTRY REFERENCE DATE VERIFIED BY PROCESSED BATCH NO. _ INITIAL DEPARTMENT FILE r 1505 OUJMPIC Lo view DqtNe 00 r . D 0� I'DP 41c.c. cPP 4"W'dE Z i n 0 z zj Ll N , 112, Dp. OD Is. VACP. COIW. to z 20 OL-tStAPtC \41EW DRWE 0 9 —7 14 .^`:. CITY of f DMONDS SIDE SEWER PERMIT For Inspection Call 771-3202 M[�[ PERMIT NO.�%%327 V ►�11 Imo, T 00 0 r N N a _ EDMONDS Address of Construction: �a�5 �� /�/JiG �L�,r..J - ZREAT.MENT PLANT Property Legal Description (Include all easements): Owner and/or Builder: Contractor & License No: 2z0 Single Family Residencey Multi -Family (No. of Units ) Commercial (No. of fixture Units. ) Invasion into City Right -of -Way: No Yes (If Yes, Right -of -Way Construction Permit required. Cali .One- Call -Center.`(1-800-424-5555) before any excavation.). Cross other Private Property: NoYes (If Yes, easement requit ed, attach legal description and county easement number.) PLEASE READ THE ITEMS LISTED ON THE BACK I �.drti y that I have read and shall comply Date with the items listed on the back. Permit Fee: `g0.OD Issued By,: Trunk Charge: Date Issued: Z- , Assessment Fee: Receipt No.: Partial Inspection: ,AWA TING C0NNrr_Tj0M P.-r 140�0-s Comments Date Initial Final Inspection Approved: �9$ at Initi Rejected: Reason Date Initial ** PERMIT MUST BE POSTED ON JOB SITE ** Wh.ite Copy - File Green Copy - Inspector Buff Copy - Applic t-" TRGNCN LorNG7H = r S � > s � TNCIiCH GOV!'A 9 T1G UWK- / L[VR TRCNCN 4 FEWIF P►PC CAP TEE W/ 4' Lo►yG LEGS SYSTEM CROSS-SECTION +AIR.F1 500X OK �U I V E L r--4— r TO B LA-:'E D TRENCH COVER 3/4*— 0/2" WA5uED GRAVE I 4�01AM Pr•RF P — 0� TRENCH. CROSS-SECTION STANDARD DRAINAGE PLAN INFILTRATION SYSTEM PAGE 1017 2 cJoyy Cif for �' , 4/FLdc �. G3�/✓l.% location plan by phone date DESIGN DATA Trench Perc LF per Imperm Trench (INumber Rate -1000 sq.ft. Area . Req. L 1• 4.3 �' 24 �xo 77 r—r— NOTES 1. Call Engineering Division (771-3202) for prebackfill and final inspections. 2. Responsibility for operation and maintenance of drainage systems on private property is the responsibility of the property owner(s). Preventive maintenance consists of preventing ' soil and other materials from entering trench during construction as well as after construction. Catch basins should be cleaned of floating material and sediment at regular intervals (at least twice per yea,). J� CITY OF EOMONOS i� Sif G/v Mi.v. .m E i So7 OLYMPIC. V1E1V O2 ' CITY OF EDMONDS �. I`. W. DEPT. ENGINEERING DIV. E%AM:NED Q BY DATE ✓ i EXHIBIT A REMARKS N LEGEND O SET IRON PIN W/CAP NO.4561 _ .. _ can• c��.�,K Civic. Ccnier Comand% Vd.janny; o1. AUTHORIZED \ qP 09 FOR RECORDING N. L CITY OF EI-IM DS By / s� 1_ /o Page or �.--ram\ �° ��,� , � �•'` / Q �.� � o� a Q / •°°' TREES DECIDUOUS EVERGREEN Land Surveyor's Certificate: ?�• az�0 ��••�.,�'•.tr� wa, y This short plat correctly represents e e survey made by me or under my direction t' in conformance with thv requirements of appropriate state and county statu a and ordinance. AL LhWD P to . SHORT SUBDIVISION vol�% _ � a-s ; ^A o 7 PA�iELA W. LUND 53 PA�f �� r I�Oj' • OLYI�PIG VIEW D2 4. The land referred to in this commitment is located in the County of Snohomish, State of Washington, and described as follows: THAT PORTION OF VACATED NEWPORT AVENUE, VACATED NORTHWESTERLY 12 FEET OF 3RD AVENUE, VACATED LOTS 11, 129 13 AND 149 BLOCK 40, ORIGINAL PLAT OF NORTH EDMONDS? VACATED ALLEY THROUGH SAID BLOCK AND THAT PORTION OF LOTS 89 9 AND 10, aLOCK 40, ORIGINAL PLAT OF NORTH EDMONDS AS RECORDED IN VOLUME 2 OF PLATS, PAGE 759 RECORDS OF SNOHOMISH COUNTY, WASHIN GTON, WHICH IS DESCRIBED AS FOLLOWS: COMMENCING A V A POINT OF INTERSECTION OF A LINE PARALLEL TO AND FEET NORTHEASTERLY OF THE CENTERLINE OF NEWPORT AVENU1E AND A LINE PARALLEL FEET TO AND 28 FEET NORTHWESTERLY OF THE CENTERLINE OF 3R0 AVENUE; THENCE SOUTH 380341001, WEST 88.00 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 38034.00" WEST.1107.00 FEET; THENCE NORTH 51026,00,, WEST 119 FEET; THENCE NORTH 38034.00" EAST 50 FEET; THENCE NORTH 51026900,, FEET TO A LINE PARALLEL TO AND 13 FEET SOUTHEASTERLY OF THE wEST�80 NORTHWESTERLY LINE OF LOT 14; THENCE NORTH 38034,00" EAST, e4.00 FEET; THENCE SOUTH 51°26-00" EAST�110.00 FEET; THENCE SOUTH 71046140" EAST, 94.92 FEET TO THE POINT OF BEGINNING;, ALL IN THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 13. TOWNSHIP l7 NORTH, RANGE 3 EAST• N.M.; ALSO DESCRIBED AS PARCEL 2 OF SHORT PLAT RECORDED AF 82�07160097, SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON'. CTR��T III � �- � CITY OF EDMONDS CONSTRUCTION PERMIT APPLICATION NAM-(ORME OF BUSINESS) _ (/�/7-,_%�T_ 54,ftZ 0 MAILING A71DDRESS CITY TELEPHONE NUMBER smowOtt vvk !W_ & 01 ""E &AiZJ 0, AK LO 17 ADDRESS TELEPHONE NUMBER NAME ADDRESS CITY I TELEPHONE NUMBER STATE LICENSE NUMBER I CITY LICENSE NUMBER Legal Description of Property - include all easements z (show below or attach four copies) 0 a U In O NEW RESIDENTIAL PLUMBING ADD/ALTER NON-RESIDENTIAL MECHANICAL REPAIR RETAINING WALL SIGN ❑❑ EXCAVATE ❑ FENCE DEMOLISH OR FILL ( xFT) (-1 PRE -MOVE INSP.I 7_1 SWIM SIDE SEWER WATER LINE El 1A 2 a w NUMBER OF STORIES NUMRFROF O UWtLLINU m O UNIIJ NATURE OF WORK TO BE DONE (ATTACH PLOT PLAW) /'1 _ ZONE NUMBER JOB ADDRESS M D t / b _EGAL DES ION CHECK SUBDIVISION NO. NO. PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP EXISTING __Adj�?_REQUIRED DEDICATION RIGHT OF WAY CONSTRUCTION PERMIT REQUIRED STREET USE PERMIT REQUIRED ❑ SEE ENGINEERING MEMO DATED - SEE PIW DEPT. REVIEW CHECK LIST DAT REMARKS � METER SIZE BUILDING SUPPLY SIZE FIXTURE UNITS 3A REMARKS Mr-_,55V i.� fZ, .GVLA-r0 N- (4&GIb SIGN AREA ENV. REVIEW ADB NO. ALLOWED PROPOSED COMPLETE EXEMPT I2 SHORELINE VARIANCE OR CU P NNING R�7y�IEW BY' DAT YARDS y /O Z/I L:7e- 9 GE FRONT CHECKED BY SPECIAL INSPECTOR AREA REQUIRED YES I NO REMARKS AF—tLO& -- i ISSv�- P00GIRF-,�,5 1 SIDE TYPE O CONSTRUCTION — 14 1 (9' 8 z 25' May_ OCCUPANCY PA _' OCCUPANT GROUP, ` LOAD VALUATION I FEE PLAN CHECK FEE BUILDING PLUMBING j,� '•1'v �i�� MECHANICAL 1 This Permit covers work to be done on private property ONLY. GRADINGIFILL Any construction on the public domain (curbs, sidewalks, driveways, marquees, etc.) will require separate permission. ' Permit Application: 180 Days Permit Limit: 1 Year- Provided Work is Started Within 180 Days "Applicant, on behalf of his or her spouse, heirs, assigns and N successors in interest, agrees to indemnify, defend and hold J harmless the City of Edmonds, Washington, its officials, and agents from any and all claims for damages of a:employees, ¢ whatever nature, arising directly or indirectly from the issuance = of this permit. Issuance of. this permit shall not be deemed to omodify,.waive or reduce any requirement of any city ordinance = 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 city and state laws regulating construction; and in doing the work authoriz- THIS PERMIT AUTHORIZES ed thereby, no person will be employed in violation of the Labor ONLY THE Code f the State of Washington @/lating to Workmen's Compensa- WORK NOTED tion I ance. INSPECTION SIGN E (OWNER OR A ENT) DATE SIGNED DEPARTMENT V CITY OF EDMONDS O �oIJI s In m APPLICATION APPROVAL This application is not a permit until signed by the Building Official or his Deputy; and fees are paid, and receipt is acknowledged in space provided. OFFICIAL'S SIGNATURE TT E N ON 771.3202 IT IS UNLA FUL TO USE OR OCCUPY A BUILDING OR STRUCTUFjF� UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVA A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. U C CHAPTER 3. 102.78 DATE ORIGINAL — File YELLOW — Inspector U PINK — Owner GOLD — Assessor rcenron oininp E—o— W • 1]59.9. M. lowXi 6 -A MA M'S"Ok v. W_-W Wr MaN All Q '' .. o 0p Ws tirmyUOMM1 WKAgWWjMQ y., -"mAU*gg"F'AOPvy n"N A wmw" 1a" Q4oWIS "nMw alYf"'N 41 'MA AN -I Af M Flu: "A'fkS Phl, 'RI My WN no g,w j Sy W A- MAP � v• 11 . . . . . . . . . . W-4 "m M iz � r • 7 I a x wlr- 9 J a w ,3 w w CITY OF EOMONOS CIVIC Clalln • lcwo"OS. "A,4- WG1Cw b470 SINGLE FA111LY IlULTIPLE COMMERCIAL ENGINEERING t PROJECT PUBLIC WORKS REVIEW ,CHECK LI'S-T PROJECT NAME q CONTACT NAME b TELEPHONE NLM ER ADDRESS _— /�fDr�l-G (/ler,✓ �j- ACCESS SLOPE AND VEHICLE ACCESS DRAINAGE PLAN STREET FILE M G,At OESCRIPTION VERIFICATION • QUIT CLAIM/Df01CAT10N5 EASEMENT - PUDLIC/PRIVATC CALCULATE SEWER CONNECTION If NO CID / SIRECT PAVING REQUIRED CURB AND GUTTER REQUIRED SIDEWALK REQUIRED' CURB CUT FOR DRIVEWAY. RCQUIRED RICAT-OF-WAY CONSTRUCTION PERHIT REQUIRED BOND REQUIRED FOR PUBLIC IMPROVEMENTS STREET NAME SIGN REQUIRED OTHER SIGHING REQUIRED �0— (ADDITIONAL COMMENTS ON BA( EXISTIHC WATCR MAIM SIZE WAIER MIN REQUIRED SERVICE LINE REQUIRED HYOfuUil SIlE EXISTING IIYDRAIIT REQUIRED PER FIRE CODE SIZE i CROSS MMECT10H INSPECTION ". WATER METER CHARGE REQUIRED REVIEW 8Y /7 OAi(� r�3r"6 (ADOIT10111LL COw.ENTS On V SM17ARY SERER DMIIING IILA'BER FILE MUlBER SIDE SEWER AVAILABILITY SANITARY SEWER COMECTION FEE REQUIRED OPEN DITCH 1XIST111G REQUIRED CULVEAI REQUIRED SIZE CAI N BASIN REQUIRED INDICATED OM SITE PLAN SHOULDCR 09AUM( IUINTAIN COLLECT1OItl ON SHALE OPEN RUIIOFF ti IMHOLI REQUIRED SO4 CONDITIONS .M GROUND WATER FIELD CHECKED P.tvlcw By y .� INDICATED 0.1 sllt PLAN PATE -�73Y�.�.� (ADDITIONAL COrsifNTS ON BA( • 7 I a x wlr- 9 J a w ,3 w w CITY OF EOMONOS CIVIC Clalln • lcwo"OS. "A,4- WG1Cw b470 SINGLE FA111LY IlULTIPLE COMMERCIAL ENGINEERING t PROJECT PUBLIC WORKS REVIEW ,CHECK LI'S-T PROJECT NAME q CONTACT NAME b TELEPHONE NLM ER ADDRESS _— /�fDr�l-G (/ler,✓ �j- ACCESS SLOPE AND VEHICLE ACCESS DRAINAGE PLAN STREET FILE M G,At OESCRIPTION VERIFICATION • QUIT CLAIM/Df01CAT10N5 EASEMENT - PUDLIC/PRIVATC CALCULATE SEWER CONNECTION If NO CID / SIRECT PAVING REQUIRED CURB AND GUTTER REQUIRED SIDEWALK REQUIRED' CURB CUT FOR DRIVEWAY. RCQUIRED RICAT-OF-WAY CONSTRUCTION PERHIT REQUIRED BOND REQUIRED FOR PUBLIC IMPROVEMENTS STREET NAME SIGN REQUIRED OTHER SIGHING REQUIRED �0— (ADDITIONAL COMMENTS ON BA( EXISTIHC WATCR MAIM SIZE WAIER MIN REQUIRED SERVICE LINE REQUIRED HYOfuUil SIlE EXISTING IIYDRAIIT REQUIRED PER FIRE CODE SIZE i CROSS MMECT10H INSPECTION ". WATER METER CHARGE REQUIRED REVIEW 8Y /7 OAi(� r�3r"6 (ADOIT10111LL COw.ENTS On V SM17ARY SERER DMIIING IILA'BER FILE MUlBER SIDE SEWER AVAILABILITY SANITARY SEWER COMECTION FEE REQUIRED OPEN DITCH 1XIST111G REQUIRED CULVEAI REQUIRED SIZE CAI N BASIN REQUIRED INDICATED OM SITE PLAN SHOULDCR 09AUM( IUINTAIN COLLECT1OItl ON SHALE OPEN RUIIOFF ti IMHOLI REQUIRED SO4 CONDITIONS .M GROUND WATER FIELD CHECKED P.tvlcw By y .� INDICATED 0.1 sllt PLAN PATE -�73Y�.�.� (ADDITIONAL COrsifNTS ON BA(