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9227 OLYMPIC VIEW DR.PDF9227 OLYMPIC VIEW DR c STANDARD DRAINAGE DETENTION SYSTEM WORKSHEET Pad PC, ��/'�- OWNER CALC BY: �•�270, 41,wj)3C. ADDRESS chew U i`. PHONE: DATE: *****DESIGN DATA IMPERVIOUS AREA PIPE DIA PIPE LG ORIFICE oen 4,a. TENTION PIPE LENGTH LENGTH LOCKING LID 0� ,(TYPICAL) FINISHED G MINIMUM TIGHTLI E MEASUREDEARAM D/ /O CONC BOX OR RISER 4C .5% TO 1% SLOPE 0 OUTLET OUTLET CONTROL MIN, UPPER CATCH BASIN ,ORIFICE CONTROL CATCH BASIN SYSTEM CROSS SECTION 2'X2'X6' DEEP, 4-6' SPALLS OR EQUAL FROM CONTROL CB 2'X 2'X 3' DEEP, 3/4' CRUSHED ROCK EXISTING GRADE • '� FROM CONTROL OUTLET WASHED RJ�!' OUTFLOW TRENCH, MIN 10' LONG, PERF PIPE TO BE LEVEL PERF PIPE W/ END CAPS TRENCH SHALL BE LINED WITH MIRAFI PRIOR TO PLACEMENT OF WASHED DRAIN ROCK RIPRAP OUTLET RUNOFF SPREADER. TRENCH FOOTING DRAINS SHALL NOT BE CONNECTED .70 DETENTION SYSTEM ;NOTES: � • 1. Call Engineering Division (771-0220) for a tightline and detention system inspection APPROVED BY 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 DATE out and removed from the catch basins to allow proper operation. The outlet control orifice must be kept open at all times. M a Table 1 — Detention Pipe Sizes Impermeable Required Area Sq. Ft. Vol Cu Ft 2000 50 2500 62 3000 .75 3500 87 4000 100 4500 112 ® 125' Note: Allowable Pipe Materials: Pipe Diameter 1511 18" 2411 ,;., , 30" y 40 28 16 10 50. 35 20 13 60 42 24 15 Required pipe 70 49 28 18 length in feet 80 56 32 21 90 63 36 23 100 70 ® 25 Reinforced Concrete Aluminized Steel Aluminum CMP'Asphalt Coated N-12 ADS (Not permitted on roads) Table 2 — Outlet Orifice Sizes Impermeable Area Sq. Ft., Outlet Orifice Diameter (Inches 2000. 5/8 2500 .:. • . 5/8 . 3000 3/4 , 3500 3/4 4000 7/8 4500 7/ 5000 Table,3 — Rectangular Catch Basin Requirements Detention Max. size Catch Basin pipe diameter knockout Type < 18" 20" Type I, CB 15 18" to 24"_ 26" e IL, CB 16 T*ype 24" to 36" , CB 19 19 (48�BasPl 36" to 4 A . 42" , CB 19 19 (54" *Source:. Assoc. Sand & Gravel Co. Standards 5 Revised 3/16/95 Q LOT C ox ttT-'( ..o F E"DmoNQ b 31JO ViOM19H CO,,WA`. r .I 04,/� fa` P'Pe- 3 z �a_ °o \ 1 P Ro �o C �D --� t CEq C PAV9)v a, 1 f� T 03 1 IV 4 \ 3�y o�- STREET FILE, ACCEPTABLE TI 2 �CIN' � t N SCh 40 PVC , SOR 35 (ASTM ®34 Dmin ce , ,3 93 wig �/0'p All 11, 8g K,o OCT 3 OP wEj(,HT GALC'S \ rs. aq•3 QI.d .�� STREET F�t��� TOTA 1 36 . o N - qJ. o M EA. � �� + y.0 �tG.O Nttix Silo WO►��Sli Co., W �, '3 I/ 8 S /j SAO t ID . / 9 ti a o, p/av6in � �.► �i GrA� � •'' otit:w�t � / P 3CA�E,.1'7.tej 0 i OCT m 3 it All WEIGHT CALCS r , v a+c, o _% C� t. ► aSTREEN Q TaTA L ' .id • o = 9! t7 M CA. N,• k +' � t �. O ►rt i.x GI..'1'CM Tb19 �►J � � y � nAYJ►•t nr � I 1 PLANNING DATA �' ��✓ NAME.. �C� lL Mwz ,,� 4dC. ®—f SITE ADDRESS: 1227 �Lyw�`� O/DATE: �7-30 ZONING: PLAN CHK#: c17- 34 rp PROJECT DESCRIPTION: CORNER LOT A? (Yes/No) FLAG LOT IV,> ' - (Yes/No) SETBACKS: ��`` OA- k Required Setbacs: 10 o S Front: Left Side. Right Side: Rear: Z Actual Setbacks: Front: �S Left Side: t� Right Side: �� Rear: Street map checked for additional setback required? (Yes/No) LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED (Y/N) LOT COVERAGE: Maximum Allowed: 15/• Actual: 014 �• BUILDING HEIGHT: Maximum Allowed: ZS Actual Height: Datum Point: G /3et5"/ Datum Elevation: /00 A.D.U. CREATED?: glib—h/,c,. S/= ✓e r/l-a, SUBDIVISION: CRITICAL AREAS #: q7-1 G l - t-)4l V,,-jt SEPA DETERMINATION: LOT AREA: 15,000 OTHER: Plan Review By:-J;s0.✓�27�L c Afil es\permit\^pl andatdoc City of Edmonds AUG! ; 19-7 Critical Areas.Cif6c��ist "QC. 199' The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of a development permit to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are or may be present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical Areas inventories, maps, or soil surveys). An applicant, or his/her representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. With a signed copy of this form, the applicant should also submit a vicinity map or plot plan for individual lots of the parcel with enough detail that City staff can find and identify the subject parcel(s). In addition, the applicant shall include other pertinent information (e.g. site plan, topography map, etc.) or studies in conjunction with this Checklist to assist staff in completing their preliminary assessment of the site. I have completed the attached Critical Area Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). Owner / Applicant: aef Na—me -4J6treet Address r ;stateZIP / Phone iature Bate Applicant Representative: s e kll 41)er4. Name Street Address %-7 7� 2- City, State, ZIP Signature. Date CA FILE NO. j Critical Areas Checklist ` ----------------------------- Site Information (soils/topography/ hydrology/ vegetation) 1. Site Address/Location: 2. Property Tax Account Number: 2? 3. Approximate Site Size (acres or square feet): 4. Is this site currently developed? _ yes; IX no. If yes; how is site developed? 5. Describe the, general site topography. Check all that apply. Flat: less than 5-feet elevation change over entire site. _K _ Rolling: slopes on site generally less than 15 % (a vertical rise of 10-feet over a horizontal distance of 66-feet). Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet). Steep: • grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: ' tl_i.1—; Approx. Depth: 7. Site contains areas of seasonal standing water: Approx. Depth: What season(s) of the year? 8. Site is in the floodway &C floodplain1� 6 of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round? J�.Q_ Flows are seasonal? (What time of year? ). 10. Site is primarily: forested ;meadow ;shrubs ; mixed urban landscaped (lawn,shrubs etc) 11. Obvious wetland is present on site: IN_C7)____ SLK-_15 ^ca chk.doc; Rev 02/11/97 1nC.1S9"3 Sven Helleren Subject: Dear Applicant: CITY OF EDMONDS BARBARA FAHEY 121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771.0220 - FAX (425), 771-0221 MAYOR COMMUNITY SERVICES DEPARTMENT Public Works Y Planning/Building • Parks and Recreation • Engineering • Wastewater Treatment Plant 8/28/97 Determination regarding Critical Areas Checklist #97-161 Enclosed please find a copy of the Critical Areas Checklist you submitted. The "DETERMINATION" reached by the City is located on the reverse side of the form (bottom of page). It is very important for you to retain a copy of this Critical Areas Checklist "DETERMINATION "for your records. IMPORTANT INFORMATION TO BE NOTED: PLEASE EXAMINE THIS" DETERMINATION" FOR ADDITIONAL REQUIREMENTS. YOU MAY NEED TO SUBMIT ADDITIONAL INFORMATION SUCH AS AN ENVIRONMENTAL CHECKLIST OR CRITICAL AREAS STUDY. The `DETERMINATION' for the Critical Areas Checklist you submitted is a site -specific determination not a project -specific determination. Milo, You must submit a copy of the CRITICAL AREAS CHECKLIST and DETERMINATION WITH ALL PERMIT APPLICATIONS or YOUR APPLICATION WILL NOT BE PROCESSED. Permit applications include the following: * Architectural Design Board C: Reception\Jan a\CRLTR.doc Building Permits Conditional Use Permits Subdivisions Variances Applications to the ADB* Land Use Applications Any other development permit applications. Thank you. Diane Cunningham Planning Secretary o Incorporated August 11, 1890 e Sister Cities International — Hekinan, Japan JOHN W. MELLOR, P.E. July 14, 1997 L9 Mr. A. m Ja al Mahmoud City of Edmonds Engineering Division 250 5th Avenue N. �ee Edmonds, WA 98020 RE: Grading for a Residence located on Olympic View Drive, Edmonds Dear Jamal: To help explain compliance with City requirements I prepared this cover letter to go with calculations for the grading activities related to the subject project. Calculations for grading are as demonstrated on the calculation sheets and the plot plan submitted herewith: Most house and garage excavations are based on average end areas of the rectangles involved, as indicated on the calculations sheets. In a few cases triangular areas were used for quantity calculations. Nearly the entire house has the basement floor as slab on grade. Only one portion of the house will use a crawl space, and is so labeled. Excavation is = 62.8 cu yds. Fill is 384.7 cu yds. Please use the plot plan as an explanation to the calculations sheets. If you have any questions call me at 775-5317. Sincerely, John W. Mellor, P.E. c.c. Sven Helleren 606 Sater Lone ' Edmonds, Washinqton 98020 Phone FAX(495)775-531 7 /77, _.. 01 �; 0 Q 57~ +z-7 �,,3 .-2"3 - 5-20. 575- 7- Zf Ce-j c--7- + X 2 S - - Z- — ) 22 3 to Z, 4-5 7- 14-1 .3 (2,3 7— Z- 6-6 9• - 6 CdJ X-'7- I ,=4 x 34- t�r ,,- �I r /Z/x 38� 93.7 G'.24w "- Z-P.4 GE 1 , J1 ' . W © 3 1,2 )C 27, Z + o. 2 x 2.7 1 z 0•3G,CS",1 7- 2-3�1 3/•3 �= 2 4i-/,7 V. l 9- , G• .4 /2 4 9. 56 U + 7,96 4. G.d5 0101 01 81 9.05 CZ s 5 Z4,�S 1 Z8 � 24- _ `� 943. ( u c/LL Z D2 /u r w AY 9 7. Z/6- -+•7. 5 -4- 6 - (7, 5 f- . d 5 1 Z Z 4- -¢ . 4 S 4 -c QO 2 TU�2IVAR0 U"D 3• 5�� f Z•od Z 7-n 7-4 (J 7- 94 3 Z7 TC T•0 L /= / L L SZ 8• S S t � q 9,/ �- 4 9 4 a, /, f: 4L o 8 �° _t _.. 6 6 7, 2 = 38 7 C v Yc 27 j o ,-44L So I L /v10vr'D z, g t- 3 e 4-4 = 4 4-7. C. t : it, y of Edmonds _- ,RIGHT-OF-WAY CONSTRUCTION PERMIT Permit Number. q r" IssueDate: A. Address or Vicinity of Construction: v B. IF Work (be specir U-7 Q v t v w c n C. 1g9 view DR SOIL�''�7- PUS R �3/D V}�1�� 1' 514ME la}D tiCSS, 1a P VV 1 St�� TIvL)Fa=cS% r-Tv��� Contractor: fir, T Contact: UNDA PA i CE 4 2G — — 41 �J 3 Mailing Address:, Phone: ENC1 R ; R 0 e6RT- f-{RI StYI f}N State License #: Liability ranee: on : D. Building Permit-# (if applicable): Side Sewer Permit # (if applicable): E. ❑ Commercial ❑ Subdivision ❑ City Project )j Utility (PUD T WNG, CABLE, WATER) ❑ Multi -Family W1 Single Family ❑ Other \AJD'�g.:C� ppoi 6 Z2 r INSPECTOR: INSPECTOR:'w F. Pavement or Concrete Cut : ❑ Yes No G.' Size of Cut-e / - x . Charge $ n, P F-ASE SEE , FEED i7R�Vt 1 � j. ; APPLICANT TO READ AND SIGN MPrc INDEMNITY: Applicant understands and by his signature to this application to hold the City of Edmonds harmless from injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds, or any of its departments or employees, including or not limited to the defense of any legal proceedings including defense costs and'attorney fees by reason of granting this permit." THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPEC- TION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET. PATCHIS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. Two sets of construction drawings 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.trench work shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. I have read the abov statemderstand the permit requirements and the pink copy of the permit will be available on site at t mes or i s e ion ur es. C Signature: Date: (Co tra or or Qent) CALL DIAL -A -DIG PRIOR TO BEGINNING WORK J 7 T' f CONTRACTOR .CALLED FOR INSPECTION ❑,---YES ❑ NO Partial Work Inspection by P.W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: ol wU 0 �H ooy_..z 00W-JW w oa� o= Q w ►-- dd>OU X0:Q> 4 0 w CC)w w a :�:: y _ o °- O OC W IN r 90,9 bSL'ON 02:60 86 r- �= 09: 30 u _ NO.754 D07 T, FLASHING BEACON SHALL BE INSTALLED AT EACH S l GN FOR N I CHT—T I Idt: USE. 2. DISTANCES I.MY VARY AS APPROVED 6Y THE ENGINEER. 3. FLAGGERS REQUIRED TO CONTROL TRAFFIC VWKENEVER THE CONTRACTOR WST INTERRUPT TRAFFIC FLOW TO ACCESS THE WORK SITE WITH UATERIALS OR EOUIPMENT. EGEM3., © CIOR CANNELIZING DEVICE MMORK AREA TRUCK W i TH FLASHING OR BEACON T o *Iowa 11-II 3r ZOO' s,-cave WORK (w n-S) 30' TRAFFIC CONTROL PLAN SHCMDM W0flK rl WITH 70. ',a •i n. 3 ¢�_ 4�, a.. t.{R.�rGS*„'^i' �S%';�ua',t:irrw'.:d �: cx�. n;.' -. s�:u *�.'+'• r"1 t;i.f_^'h'v4NRr.'�ri .3+n."r�:..,�F.,��tar .: 'k'`+`^ .S4,r7."�sv«s,• �' �. ?'i;'.i�« «;15:,.�; a..tfi^y�,'...'�rt,*.;tii'F:�h t,.::sSfn;S.;.�q�tiw:�,t.F ��' y — ..,� City of Edmonds RIGHT-OF-WAY CONSTRUCTION.:. PERMIT .. Permit Number: Issue Date ` �� -9 F A: Address or Vicinity of Construction: 22 7 j I C. p B. Type of Work (be specific): n1 9 C. Contractor:d�r'.Contact: 1 {m Mailing Addres : Phone: / tV O L `61nS State License #:ram r^ 1C'1.,�/�/'1 Liability Insurance: Bond:. $.. D. Building Permit # (if applicable)q% ? Side Sewt. er Permit # (if applicable): E. ❑ Commercial ❑ Subdivision ❑ Multi -Family N Single Family INSPECTOR per`' ❑ City Project ❑ ❑ Other INSPECTOR: F. Pavement or Concrete Cut: ❑ Yes �No G. Size of Cut: Utility (PUD, GTE, WNG, CABLE, WATER) x H. Charge:$ APPLICANT TO READ AND SIGN INDEMNITY.- Applicant understands and by his signature to this application to hold the City of Edmonds harmless from injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds, or any of its departments or employees, including or not limited to the defense of any legal proceedings including defense costs and attorney fees by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPEC- TION 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. Two sets of construction drawings 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 trench work shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. I have read the a statements and understand the permit requirements and the pink copy of the permit will be available o e all times for inspection purposes. a Signature. Date: / l i2 - q M CALL DIAL -A -DIG PRIOR TO BEGINNING WORK NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Eng. 1997 FIELD INSPECTION NOTES (Fund 111 - Route copy to Street Dept.) Comments Diagram CONTRACTOR CALLED FOR INSPECTION ❑ YES ' ❑ NO Partial Work Inspection by P.W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: '� ,� � �'T � '� 'h`,• ^� ,. 4 : 4't� . / � �„ a _��r.' a-4, t �G. �' �.�,j��. �` i 76,�� � ' J' �"'�tyflJ"9�Y4.�*'ry"��'"i'v�^p"Y �� 'W.""�t - �_� P� 90 DAy5 CITY OF EDMONDS SIDE SEWER PERMIT /890 191) PERMIT IN—O 8901 Address of Construction: 971a / Property Legal Description (Include all easements): Owner and/or Contractor: State License No. 1 Single Family ❑ Multi -Family (No. of Units ) ❑ Commercial ❑ Public Building Permit No. / 7 0 Invasion into City Right -of -Way: l No ❑ Yes RW Construction Permit No. Cross other Private Property: No ❑ Yes Attach legal descriptio and copy of recorded easement I certi511hat I have read and shall comply with all city requirements as indicated on the back of the Permit Card. Z2_� Date * CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION Reason Rejected: Final Inspection Approved: Dat,;'Z`&Initial 1)` Date Initial ** PERMIT MUST BE POSTED ON JOB SITE ** White Copy: File Green Copy: Inspector Bull Copy: Applicant Revised 3/90 0 z w W d w cn Q w IE N M c O W w- O V d s My 3 X Q 413 — 4 so cf r 00 0 J <411 4 � �T fl rt L OT C o;= 5 Cl" OF E-OmQNt75 ZWOHoMigH co"W kr ) $A e P�Pe- C C •J`n I,I V - zo .o it -' / / �D� %IF v GAR r+ � + f 00 C PERMIT cough I Q ' `l� ✓ ACCEPTABLE TIGNTLINE MATERIAL N-12 ADS -�-� CITY COPY Sch 40 PVC SDR 3,5 (ASTM D3034) �� a STANDARD DRAINAGE DETENTION SYSTEM WORKSHEET P6d OWNER r 1 C' ADDRESS q,227 view Or.. IMPERVIOUS AREA r�an <a. CALC BY: PHONE: DATE: g *****DESIGN DATA***** PIPE DIA PIPE LG DETENTION PIPE LENGTH LOCKING LID FINISHED Gj (TYPICAL) / r.L' MINIMUM ORIFICE rr �- AMNCfOP CONCIUNRBOX ORORI ER OF �---TO OUTLET OUTLET CONTROL 79MIN. UPPER CATCH BASIN ORIFICE ' CONTROL CATCH BASIN SYSTEM CROSS' CT r..°° T '$ PY 2'X2'X6' DEEP, 4-6' SPALLS OR EQUAL FROM CONTROL CB 2'X 2'X 3' DEEP, 3/4' CRUSHED ROCK EXftTRENCH FROM CONTROL OUTLETTRENCH, MIN 10' LONG. TO HE LEVEL W/ END CAPS SHALL BE LINED WITH MIRAFI RIPRAP OUTLET PRIOR TO PLACEMENT OF WASHED DRAIN ROCK RUNOFF SPREADER - TRENCH FOOTING DRAINS SHALL NOT BE CONNECTED TO DETENTION SYSTEM NOTES: 1. Call Engineering Division (771-0220) for a tightline and detention system inspection before backfilling and for final inspections. APPROVED BY 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 DATE j Table 1 — Detention Pipe Sizes Impermeable Required Area Sq. Ft. Vol Cu Ft 2000 50 2500 62 3000 75 3500 87 4000 100 4500 112 ® 125 Note: Allowable Pipe Materials: Impermeable Area Sa. Ft. 2000 2500 3000 3500 4000 4500 Q009 Pipe Diameter 15" 18" 24" 30" 40 28 16 10 50 35 20 13 60 42 24 15 Required pipe 70 49 28 18 length in feet 80 56 32 21 90 63 36 23 100 70 ® 25 Reinforced Concrete Aluminized Steel Aluminum CMP Asphalt Coated N-12 ADS (Not permitted on roads) Table 2 — Outlet Orifice Sizes 1 Outlet Orifice Diameter (Inches) 5/8 5/8 3/4 3/4 7/8 7� Table 3 — Rectangular Catch Basin Requirements Detention . Max. size Catch Basin pipe diameter knockout Type < 18" 20" Type I, CB 15 18" to 24" 26" Type IL, CB 16 to ype II, CB I 19 (48" Basi36" 36" to 42" 42" 42" Yype I, CB 19 (54" Basin) *Source: Assoc. Sand & Gravel Co. Standards 5 Revised 3/16/95 A' O m moo; h rZ O C7 N > o � d � z z O � O :3 m r n pj 0 :o 0 4 O m 0- 3 O m d in R. 51J�tlONtIyH CO,,W�. 1' •3 "z Sg go 1f a; Pr�vRn OIRiv r f` ;'OCT 3.1997 ' zo •a Kolo OVE NI � O -IEtGHT GALCS ��. .4 � -G• a ar.b - �`� � � CITY C®PY 7aTA L, 36X o = 91 o MCA, N +_� C,b'Ycw lblgl�j ,I rvf 1� AY J ►••c T� T Lid /oo.p , SWo 1,5 I-k CO., W,&,. WEIGHT C-A.LC- 5 '13' 15.0 14. 0 BUILDING ,-OCT -3 1997 144 . �� • � CITY CO21 c A.-rc)4 rbL'5 N re, 'DA-rom T7r PROJ CT REVIEW CHECKLIST PROJECT NAME:-- PLAN CHECK #:03 -�1 PROJECT ADDRESS:-9994 U[ ftJ 0(— RECEIPT DATE: Setbacks/Variance/Setback Adjustment Nffi Conditional Use Permit M ADB Requirements Other Zoning Requirements Underground Wiring Required Lot Slope IS % . . . . . . . . . ..... SEPA Environmental Checklist/Hydraulics Permit ......•...... .. ... Tree Cutting Plan 1. % IX I ............. Plat/Subdivision Requirements Legal Description Verification x9d 6A- Quit Claim/Street Dedications Easements - Public/Private Engineering Storm Drain Review Fee Engineering 2.2 Inspection Fee AIIA Drainage Plan (On -Site) Setback - To of Bank, Stream, Water Courses Setback - Storm Drain Line - ---------- - A) Open Ditch - Existing Culvert Required Culvert Size• .................... . ..... Shoulder Drainage/Shale Open Runoff Catch Basin Required 2 Driveway Slope & Vehicle Access Sidewalk Required A11A Curb & Gutter Required . . . . . . . . . . . ............ ........... . . . . . . . . . . . . . . . . . . . . . Curb Cut For Driveway Required Street Paving Required Right -Of -Way Construction Permit Required ........ Street Name Sign Required Alo 29> Other Signing Required Al'o 3.0 Bond Required For Public Improvements FEMA Map Check/Water Table Side Sewer Availability. Calculate Sewer Connection Fee If No LID # Create Street File Existing Water Main Size Water Meter Size Service Line Size 76o Water Meter Charge Required Hydrant Required Al Hydrant Size Existing Fire Line Charge Required - Sprinkler Al'o Street Cut . . . . . . . . .... Miscellaneous Reviewed By: FIRE PLANNING 69a / I //W?"? — 8NGINEERING E FW EL, Pwcgrq? PUBLhU" vv%J'RKS DEpj N O l0 W V om cn -+ P. W N. 1+ O t0 w V Ol V1 A w N D D v v m m A m A m ---I ---I v m v m m m O t.00 0W0 V OW1 Uri � W N CA)N t0 N co N V N 01 N tJ1 N -P N W N N N.)O r+ m N , m m m N 3 3 rn m 'v b a � v m —D1 m CD ti 4 m m o C m � v v � v vi � V m A m � O G m A 0 v 0 m A 0 D A FILTER FABRIC SECURED TO.2' X 2' 14 GA. WIRE FABRIC EQUAL 2' X 2' WOOD OR EQUIVALENT a O I �TTh1r ��T _ 1TI=III U 8' PLACE 3/4'-1.5'. WASHED GRAVEL IN THE TRENCH AND ON BOTH SIDES OF FILTER FABRIC FENCE ON THE SURFACE. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND REPLACE STRAW BALES TO INSURE PROPER EROSI❑N CONTROL, 1690-199V FILTER FABRIC MATERIAL IN . C❑NTIN❑US ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. I I I I I I I I WIRE MESH SUPPORT FEUE TO SUPPORT FILTER FAMIC. II II I I I I II II II _ II I I _� ' I-, rl ICI I I� I I,- I I I I _C --��-- BURY BOTTOM ❑F. FILTER I I MATERIAL 8 TO 12 I I I I I I 6' MAX. II II N Li 2' X 2' WOOD POSTS OR EQUIVALENT CITY INSPECTION REQUIRED ON ALL ER❑SION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. __REVISIONS - - - STANDARD DETAIL FILTER FABRIC FENCE FILTRATION SYSTEMS DATE 7/24/01 I SCALE NTS IDWG N0. E1.1 BINDING WIRE OR i EXCAVATE TRENCH 8' DEEP TWINE I i WHERE STRAW BALES WILL I i i I ' BE PLACED AND STAKE BALES, COMPACTED SOIL TO II PREVENT PIPING I II---I I--1 I � � �---I I I -I '''---1 I I ---I( 11- T-I--� I--- CROSS SECTI❑N OF A PROPERLY INSTALLED STRAW BALE BARRIER TWO STAKES PER BALE TO MAINTAIN P❑SITION 1I1,-,1II- STRAW BALES AS REQUIRED, IT— J PROPER PLACEMENT OF STRAW BALE BARRIER IN A DRAINAGE WAY CONTRACTOR/DEVELOPER SHALL MAINTAIN AND REPLACE STRAW BALES TO INSURE PROPER ER❑SION CONTROL, CITY INSPECTION REQUIRED ON ALL ER❑SI❑N CONTROL METHODS BEFORE OTHER WORK CAN BEGIN, 'a90-199V REvisioNs STANDARD DETAIL STRAW BALE DAM FILTRATION SYSTEMS DATE 7/24/01 SCALE NTS DWG N0. E1.11.1 d 25' MIN, RADIUS 4'-8' QUARRY SPALLS 8'-12' MIN, DEPTH. zz ----</ PROVIDE FULL WIDTH OF INGRESS/ EGRESS AREA. CONTRACTOR SHALL'MAINTAIN TEMPORARY CONSTRUCTION ENTRANCE DURING THE CONSTRUCTION PERI❑D.' CITY INSPECTION REQUIRED ON ALL EROSION CONTR❑l MEASURES BEFORE WORK CAN BEGIN. 'a90-19y" �IT`Y` O� EQMOI�JQ REvisioNs STANDARD DETAIL D. GEBERT 10/6/03 STABILIZED CONSTRUCTION ENTRANCE DATE 7/24/Ol SCALE NTS DWG No' E1 2 7/8' WASHED. ROCK rpoTr' FIL SOC \: :'•: :: CATCH BASIN �'• '•=..: \ ..\�••. .. , ..ter! ,. �\\ \•. .. ;' ice'•: y !' ••�•�\ ... �y. . \ •: .r�I. .• .s PLACE FILTER FABRIC BETWEEN FRAME.`%'/ AND GRATE. PLACE 7/8' WASHED GRAVEL 3-4 INCHES HIGH AROUND CATCH BASIN TO FILTER WATER. STRAW BALES MAY BE USED IN CERTAIN CIRCUMSTANCES (SEE DETAIL E1.1.1) UPON APPROVAL OF CITY ENGINEER OR HIS REPRESENTATIVE. THIS APPLICATION SHALL BE MAINTAINED AT ALL TIMES DURING CONTRUCTION PERIOD. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL MEASURES BEFORE WORK CAN BEGIN. }U90-199v :. • I-TY '•.. O •F,.':.-..:... E D: fVl :0 N. Q '� •. . REVISIONS STANDARD DETAIL APPROVED BY DATE D. GEBERT 10/6/03 TEMPORARY SEDIMENT TRAP FOR CATCH BASINS DATE 7/24/01 SCALE NTS DWG No. E1.3 DEPTH OF ASPHALT CONCRETE PATCH SHALL MATCH EXISTING PAVEMENT DEPTH ON MAJOR ARTERIAL ROADS, ALL OTHER ROADS SHALL BE A MINIMUM OF 3' AS DETERMINED BY THE CITY'S REPRESENTATIVE FINAL JOINT SHALL BE SAW CUT AND ALL EXPOSED EDGES SHALL BE TACKED NEATLY WITH AR-4000W, EXISTING ACP (SEE NOTE #3) e ,p \\ .8 e. a as d• ° 4 ° ' e �C\\� .° .e •e•' a, d. •'d • e. Q •a a .. ° e. . . e . . .e d. o ' ea 1L— a' a' o ' 0 REFER TO THE CITY OF EDMONDS MODIFICATION TO SECTION 9 OF 6' MIN DEPTH 5/8' CSTC WSD❑T'S STANDARD SPECIFCATI❑NS FOR BACKFILL MATERIAL GRADATION. IMPORT OR NATIVE MATERIAL, SHALL BE,COMPACTED TO 95% MAXIMUM DENSITY, (SEE NOTE #2) NOTES: 1, SEE CITY OF EDMONDS M❑DIFICATI❑NS TO DIVISION 9 OF THE CURRENT WSD❑T STANDARD SPECFICATIONS FOR BACKFILLING REQUIREMENTS. 2, SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANY DOCUMENTING BACKFILL MEETS A MINIMUM 95% DENSITY PER ASTM D 1557, 3, FINAL PAVEMENT JOINTS SHALL BE NEATLY AND UNIF❑RMILY SEALED WITH CRS-1 ❑R CRS-2 SEALANT. E-D-M- R VISIONS STANDARD DETAIL APPROVED BY DATE TYPICAL ACP AND UTILITY PATCH DATE 7/24/01 SCALE NTS DWG NO. E2.3 CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR 5-1/2' 1' BATTER •v d. f a 1'R v . d / ❑.05 FT/FT d d d Q. v C d.. d d v d d da d a v 18' STANDARD 24' ARTERIAL NOTES, 1, FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED, 2, THRU J❑INTS SHALL BE PLACED ADJACENT TO CATCH BASINS. 3, EXPANSION JOINTS SHALL BE EVERY 10 FEET AND DUMMY JOINTS EVERY 5 FEET. 4, THRU JOINTS SHALL HAVE 1/2' TO 5/8' WIDE PREM❑LDED JOINT FILLER, 5. CONCRETE SHALL BE CLASS 3- 3000PSI, 6, FINISH SHALL BE LIGHT BROOM. 7, CURB SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MIST FOR 72 HOURS. ' 8, ALL SIDEWALKS POURED BEHIND CURB IN DRIVEWAY AREAS SHALL BE 6' THICK OVER 2' OF CSTC WITH SUBGRADE COMPACTED TO 95% MAXIMUM DENSITY, Est 189U .�•�.•�•.T�• •., • O.•.�:••.....•�'D: f�/1:O• ill. C��. •�•..''•'•••:�:. REVISIONS STANDARD D ETA. L APPROVED BY DATE STANDARD TYPE "A" MUM DETAIL DATE SCALE DWG N0. 7/24/O1 NTS 'E2.8 n A PAVEMENT a . v 10' NOTES, 1, FORMS SHALL BE TRUE T❑ LINE AND GRADE AND SECURELY STAKED. 2. THRU J❑INTS SHALL BE PLACED ADJACENT TO CATCH BASINS. 3. EXPANSION J❑INTS SHALL BE EVERY 10 FEET AND DUMMY JOINTS EVERY 5 FEET, 4. THRU JOINTS SHALL HAVE 1/2' T❑ 5/8' WIDE PREMOLDED JOINT FILLER. 5. CONCRETE SHALL BE CLASS 3- 3000PSI. 6, FINISH SHALL BE LIGHT BROOM, 7. CURB SHALL BE SPRAYED WITH CLEAR CURING COMPOUND ❑R SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS. 8. ALL SIDEWALKS POURED BEHIND CURB IN DRIVEWAY AREAS SHALL. BE 6' THICK OVER 2' OF CSTC WITH SUBGRADE COMPACTED TO 95% MAXIMUM DENSITY. Est 1890 1/2' X 4' EXPANSION JOINT MATERIAL LJ THIS TYPE OF CURB SHALL ONLY BE USED TO REPLACE EXISTING VERTICAL CURBING REVISIONS STANDARD DETAIL APPROVED BY DATE CONC. VERTICAL CURB DATE 7/24/01 1 SCALE NTS I DWG NO. E2.10 CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR EXPANSION J❑INT DUMMY JOINT e •. ° d '' e ° °d .° . . q.• ° .. I ° .. :, a •• • d •° , • ' .d .:. ° ' .. • � ° � ° • a d •� ! .. . ' ° G °" a ,. ,.•. L". .. .'a • •. � d• ° 8' ° � e'• ad,•' ° a .Q a •° - d °. .a: a .':•° I� ,a.O.dI • ° v d •' J °' I ° G a' .. °• a ° ° ° d 10' O.C. 5' ❑,C PLAN 5' T 0 7' �= 2% °• °, T I_ ° ° III III —� 4 l g,—' I�1 Ifl—jI 11- I�I -T�= UNDISTURBED EARTH OR COMPACTED NATIVE MATERIAL FULL DEPTH 1/2' EXPANSI❑N UNLESS ❑THERWISE SPECIFIED J❑INT MATERIAL BY ENGINEER N 0 T EI SECTION 1, CONCRETE SHALL BE CLASS 3--3000PSI 2, CONCRETE SHALL BE BROOM FINISHED 3, SIDEWALK THICKNESS SHALL BE 5-1/2', 4, SIDEWALK 'THICKNESS AT DRIVEWAYS SHALL BE 6' THICK, 5, CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK 6. CONCRETE SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS, Est. 1890 ..C.1-TY -.0. E-0-VON.D. F: .. -... .1 REVISIONS STANDARD D ETAI L APPROVED BY DATE CONCRETE SIDEWALK DATE 7/24/01 SCALE NTS DWG N0. E2.13 tr" ,, .. �qa*i"•�.�.'_.�,.....-. �.,,...r� Y�,11r�+::-,,;P..,.+'ie �..._.-..:r«rKi w.: .1"�a`L :r`nf§,FC�'+ ....n-,,,,�•-.,F.. ...�,,�/.,•,,,;,,.^.+..r ,..-..i •.',. �.', t;,, �,., .,,�.. _Y'..,w..�,f_.+ •- , -a ZD City `of Edmonds Permit No: 3 RIGHT-OF-WAY CONSTRUCTIONPERMIT IssueDate: 24 � 7 A. Address or Vicinity of Construction: . Z2 B. Type of Work (be.specific): it a. • �,Vl X i•5 . ��Y(n6'Vl .i d11 l i (� C i a t r au I+-- h �5 r; (! 1� C. Contractor: � c{ l m u ` i s S Contact 9,T&m merIU&I Mailing Address: 2 v1 &.A .'# & Phone: State License #:S;A CA NC* C {51 C— Liability Insurance: Bond: $ D. Building Permit # (if applicable): Side Sewer Permit # (if applicable): E. ❑ Commercial ❑ Subdivision ❑City Project ❑f EiJC.(PUD, VERIZON,PSE, AT& T, OVWD) ❑ Multi -Family ❑ Single. Family Other INSPECTOR: F*. PAVEMENT CUT: El YES: r 9 NO �� G `:SIZE i F CUTS Y`t ' r ; X CONCRETE CUT: ❑ YES 1 NO INDEMNITY. • Applicant. un `derstands by his/her signature�th�s applicatkon he holds the City, of Edmonds harmless from injuries, damages or claims' of any kind or description wh soever foreseen,{or unforeseen,` that may be,made 'against. the City of Edmonds+"or any of ifs departments or, employees, including but�not limited'tothe defense of any legal proceedings including defense V:. a K . -;costs.:andsattorney fees by, reason of granting;this permit 1. THE * CONTRACTOR IS . RESPONSIBLE ..FOR 1WORKMANSHIP AND ;MATERIALS FOR A PERIOD OF•, .ONE YEAR 'FOLLOWING THE FINAL'. ' ' INSPECTION AND ACCEPTANCE OF THE ,WORK,r,"ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT RHICHTIM A DEBIT'OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT Traffic control and public safetyshall be in. accordance with City regulations as required, by the?City Engineer. Every flagger must be trained 4sr required by �(WAC)'296-155-305 and must have certiflcatioW verifying completion of thew_„ required training in their` xnossesswn.;'.. ♦ Restoration is to be inaecordanee•with City codes. AlI'street-cut trench work shall be patched with asphalt or. City approved material. prior' to the end of the workday — NO EXCEPTIONS. ♦ ; Three sets of construction drawings of proposed work are required with the permit applications CALLIDIAL-A-DIG (1-800-424 555$) PRIOR TO BEGINNING •WORK"-"`""" :. I HAVE READ,`THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE THAT I MUST'MAKE THE PINK COPY OF THE PERMIT-AWAILABLE ONSITE AT ALL TIMES FOR INSPECTIONS . Si nature: 1W Date: 4 g . tu (Cont ac or or Agent),., - ' F RCITY USE ONLY , k a Approved by: i w Right of--wa Fee: Time Authorized oid After 4, � � /f3 q� �'/.�'t�r� � Disruption Fee/Furid IfLi � --s.-�- QSpecial Conditions: AtikmAt l h " ,oa.,ntM ,� rnai-cr► pales,=tR. m' Ex isT ra` AN 612, ,Total Fee:�-' Socr�43*,ch--V,;,Rec,eiptNo: - "2' , "� _ Z Ott_ f try nr- iocN4 �s J7`rx'r ors or rc, iC, Nam. fit.. Issued by: ' V j Y •I l U1lk �.D t S< A 1 �" I0A y n — '6.. A Npi 1A1�%1+�,1c tl1Fr) tatnL ``` .. !rt' .�4i'�ii1►7 s7'�,V`�e;iAi.. 'l..:t :-•'ie'x. /�. i'Yi1 K` NK", %`4 ,. '"+•i.1 .:.M,.LJ k,wi- ` i Y L4#!; �4_..`. +, R..':t,ap`'A •..,.� ...+ �. UPON. COMPLETION OF PERMITTED WORK,AN ENGINEERING FINAL Q INSPECTION IS REQUIRED PER CHAPTER._ 1&00 OF THE EDMONDS •COMMUNITY.DEVELOPM. ENT CODE (Pho a 425=7 1-0220, Ext. 132 ) FINAL APPROVAL OF PERMITTED WORK: DATE: 2 1 pector's Signature For inspection requirements see. Engineering Inspection Information handout. NO W01ZK SHALL 111Z101Z TO IIEIZMIT ISSUANCE DAIv y Documents\Forms\Engnmg\ROWpermit_ doc CITY OF EDMONDS CONSTRUCTION PERMIT APPLICATION ZONEM PERMIT 11302 ®�- ri r� JOB /' '� ADDRESS ('' �- - f� C 1. SUITE/ T a WNER NAME/NAME F BUSINESS (�/�' Kc,I r.II G t4 c, LEGAL DESCRIPTIONN���CHECK � SUBDIVISION NO. /5 - G L N0. f/-fI /,' / ZMAIL�I}NG O ADDRESS " PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. ,.� EXISTING . f) REQUIRED DEDICATION ��-' PROPOSED p / �--- TESCPPApproved Rw Permit Required Street Use Permit Req d ic Inspection Required Sidewalk Required lw C T_'Y ZIP 4l4!1 P T - \ t�11 0I0 1445 TELEPHONE NUMBER n s^ 14�t.1� �+�,I�•J+ F- AM& NAME es i V (,,,�L"'I"' - t � M IZ5 '' 'r! 1 Z ( f NO. OF FIXTURES PRV REEQUIRED pq YES NO Q 3 w U ADDRESS t _tn- 'go 150 ^'F�' REMARKS f f ' (, �rL'" n /i s/^ t%c'd Z Q CJTYj ZIP TELEPHONE NUMBER i r r LL.! j� W N E ��.1"r"lC✓ MQS � t�J�:-.- �'�'J� G. �✓ � ��'i�r.� ii,�uuS /���rzl . 0 AQ, RESS �-y 7� �� vVVV ENGINEERING MEMO DATED R IEWE EY //_ /," 7. 1 "Y U CITY^^ ZIP ,{..- � n^ 0'% t 1 �""�/ TELEPHONE NUMBER j"`� �•" FIRE MEMO DATED REVIEWED BY Lu STAT TNSE NUMBER EXPIRATIONDATE NO 1 `h z Legal Description of Property - include all easement J V' - VARIANCE OR CU ADB a SHORELIII! 4 =. z O SEPA REVIEW COMPLETE IXP EXEMPT SIGN AREA ALLOWED PROPOSED HEIGHT ALLOWED PROPOSED 15 G � y o ;.0 1 'a i vti 5� �") { C� LOT COVERAGE ALLOWED PROPOSED REQUIRED SETBACKS (Ft) FRONT SIDE REAR PROPOSED SETBACKS FT.) FRONT L/R SIDE REAR 2 `a O z w Property ,) i -^'r ! ` 7 0 \ Tax Account ./'? f) f I J} r ! `1 ` Parcel No. J i l ./ ± s ...s"` LOT AREA i t" ..� grANNING�EVIEW BY f�SpN ()4{C:�Cl�� DAT D' ;z. C-+"1 a RESIDENTIAL PLUMBING/MECH REMARKS COMPLIANCE OR ADDITION ECOMMERCIAL CHANGE OF USE REMODEL APT. BLDG. SIGN CL w O m0 REPAIR GRADI CYDS. ❑ FENCE /� IMPO SPA E]DEMOLISH ❑ NSERTTOVE SWTEN'�EWAL FVGARAGE RETAINING WALL/ ❑ CARPORT ROCKERY (TvusE. Bu(Narss oR AcnvlTY) EpI,aN':. CHECKED BY TYPE C NSTRUCTION CODE/]s�� OCCUPA"T-) SPECIAL INSPECTOR REQUIRED 11 YES �' '4143 � i�ff� sf r y CUPANT L AD REMARKS PROGRESS INSPECTIONS PER UBC 108 z a 7 } r L m NUMBER OF STORIES NUMBER OF DWELLING UNITS CRITICAL AREAS NUMBER - / DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN) ,_ FINAL INSPECTION REQUIRED IVALUATION FEE PLAN CHECK FEE BUILDING HEAT OURCE: FL6e/D GLAZING '"'j� PLUMBING Plan Check No. qT�? MECHANICAL This Permit covers work to be done on private property ONLY. GRADINGIFILL a Any construction on the public domain (curbs, sidewalks, driveways, marquees, etc.) 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 cn W 5 a = ° Successors in interest, agrees to indemnify, defend' and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly from the issuance of this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirement of any city ordinance nor limit in any way the City's ability to enforce any ordinance provision." /. PLAN CHECK DEPOSIT v TOTAL AMOUNT DUE 1 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 InsuranceAria RC 27.A INSPECTION acknowledged in space provided. NATUR 6 tERn1INT1 DAEISIGNEb DEPARTMENT CITY OF OFFICI if SI RE D TE EDMONDS C /12,1 �rl err: CALL FOR RELEA'6 BY: (' DATE ATTE TION INSPECTION 1 p" IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE ��� O��O _ { UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR - ORIGINAL — File YELLOW — Inspector .A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 „ ,- /, f0 lq.; PINK — Owner GOLD — Assessor 03/26/2004 09:34 �t - 425-485-8143 b s" A 0 WEST COAST COAST -T- vp- tor o i PAGE 04 o a R; AL Z3V',V)4 4 I 1 GENERAL NOTES PROJECT INFORMATION 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) SCOPE OF WORK: UNMANNED TELECOMMUNICATIONS FACILITY MODIFICATIONS OWNER - AT&T WIRELESS SERVICES. SITE ADDRESS: ADJACENT TO 9227 OLYMPIC VIEW DR EDMONDS, WA 98020 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND PROJECT LATITUDE: 4T5003, N AT&T SPECIFICATIONS. NAD 19B3 - LONGITUDE: 122.21'24•W - 3. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. JURISDICTION: CITY OF EDMONDS 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPt-1CABLE CURRENT USE: TELECOMMUNICATIONS FACILITY p CODES, REGULATIONS, AND ORDINANCES- CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND PROPOSED USE: TELECOMMUNICATIONS FACILITY AT&T WIRELESS COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC LAND OWNER: CITY OF EDMONDS (ROW) AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. AREA OF CONSTRUCTION: 7•-2" X I V-2" (UNDER GROUND VAULT) ' 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTI RE.GU OCCUPANCY: OMPANY OF CONSTRUCTION: N/A SITE NUMBER: STTLWAS N 77 SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. • OCCUPANCY: U2 6. UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPLICANT: AT&T WIRELESS SERV;CES APPURTENANCES, AND LABOR NECESSARY TO 2729 COMPLETE ALL INSTALLATIONS AS INDICATED ON THE O COR 56 SITE NAME: RANCHO OPET PARK DCVA, CA RIVE • DRAWINGS. PACIFIC TELCOM SERVICES APPLICANT AGENT: 425 PONTIUS AVE N. SUITE 202 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH CONTACT, N.'A EDMONDS BEACH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. CONTACT:TIFFANY NY MCCLURG 8. IF THE SPEC;FIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE VALUATION: $65.000 CONTRACTOR. 9. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, DRAWING INDEX REV APPLICABLE BUILDING CODES AND STANDARDS LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 10. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF 24897-612-H00-STTLWASN77--T01 TITLE SHEET 0 BUILDING CODE: WASHINGTON BUILDING CODE 1997 CONSTRUCTION. 24897-612-HDO-STTLWASN77-LS01 SITE SURVEY 0 ALL WORK IS TO COMPLY WITH THE WASHINGTON STATE BUILDING CODE, AMENDMENTS AND 24897-612-HOG-STTLWASN77-A01 SITE PLAN O STANDARDS, WAG 51-40 (EFFECTIVE JULY i, 2003) INCLUDING THE FOLLOWING CODES IN ORDER OF N 11. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC. AND OTHER UTILITIES WHERE ENCOUNTERED A02 ENLARG SITE PLAN O PRECEDENCE PER WASHINGTON STATE BLDG. CODE ACT CHAPTER 19.27 RCW. 24897,612-HOD-STTLWASN77-C IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER THE 1997: UNIFORM BLDG CODE STANDARDS AND AMENDMENTS -WAC 51-40: UNIFORM MECHANICAL EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME 24897-612-HOD-STTLWASN77-AD3 ELEVATIONS 0 CODE STANDARDS AND AMENDMENTS-WAC 51-42; UNIFORM FIRE CODE STANDARDS AND CAUTION SHOULD- BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR 24897-612-H00-STTLWASN77-AO4 DETAILS 0 AMENDMENTS-WAC 51-44, 51-45; UNIFORM PLUMBING CODE, STANDARDS, AND AMENDMENTS -WAC NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL 24897-612-H00-STTLWASN77-A05 DETAILS 0 51-56. 51-57. INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION. 24897-612-H00-STTLWASN77--RF01 ANTENNA CONFIGURATION 0 WHERE THERE IS A CONFLICT BETWEEN CODES, AN EARLIER NAMED CODE TAKES PRECEDENCE OF A LATER NAMED CODE. 12. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH IN THE CASE OF CONFLICT BETWEEN - WAC 51-40 CHAP. 12 ONLY AND WASHINGTON STATE THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE VENTILATION AND INDOOR AIR QUALITY CODE- WAC 51-13 -WAC- 51-13 TAKES IN THE CASE OF DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS - CONFLICT BETWEEN WASHINGTON STATE ENGERY CODE-WAC 51-11 AND THE UNIFORM MECHANICAL DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR CODE-WAC 51-42, ONLY IN THE CASE OF DUCT INSULATION REQUIREMENTS THE WASHINGTON STATE LOCAL UTILITIES. ENERGY CODE SHALL APPLY. 3 13. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, t IN ANY SPECIFIC CASE ON CONFLICTS BETWEEN SECTIONS OF ANY CODE REGUARDING MATERIALS. EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE SHALL GOVERN. s EROSION. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE VICINITY MAP SPECIFIC REQUIREMENT SHALL GOVERN. 14. CONTRACTOR SHALL MINIMiZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION _ I CONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES As t CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE t k �' e ti U m ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION ( Min nersity of 1Nas $C Pa�kl .� LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. ,y xz } xv OF THE AHJ ADOPTED CODES AND STANDARDS N EFFECT ON THE DATE OF CONTRACT AWARD SHALL + -�) GOVERN THE DESIGN. 15. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, q SNOW OR ICE SHALL NOT BE PACED IN ANY FILL OR EMBANKMENT -`mot f 'CONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. tl r-+++_� 7 I AMERICAN CONCRETE INSTITUTE (ACI) 318. BUILDING CODE REQUIREMENTS FOR STRUCTURAL r" 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE. PRIOR TO _ s.-�' ��., r L�7 1�� /.�} (r,.j CONCRETE - B FINISHED SURFACE APPLICATION. j1 uu AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, NINTH Z•I j it t` lilF 17. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER 70 FLOW AWAY FROM THE BTS EQUIPMENT EDITION riW�n r` A AND TOWER AREAS. - I I ,� , _ I �) �/. TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIN) 222-F, STRUCTURAL STANDARD FOR STRUCTURAL g i1�, ,�/�,r�;i' - t r ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES l_ �1 A 9?'1 18. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE / I II I �j�� REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. j/ •, LI fI (^ I__Il �'`4 ( INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH I H �•�`P_e IL �J �`J L RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM 19. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE W17H THE TECHNICAL ( _ .y; Mon �_� yi IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC SPECIFICATION FOR SITE SIGNAGE. �F�wr: ?r'- li � I� EOUIPMENT i� IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS $ 20. CON-RACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. YCrAN DAy �I r- - _ ri r (` - tit (FOR LOCATION CATEGORY "C3" AND "HIGH SYSTEM EXPOSURE") g 4 Gf ` Lypndale Lynnwood `� DRIVING DIRECTIONS �{ _ �l.t TA 607 COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS FROM SEATAC AIRPORT % I + f-� r-1 ;;;ice:-.,*_;;_ �',` 'i� 1 . TELCORDIA GR-63 NETWORK EQUIPMENT-E1i;ILQING SYSTEM (NOBS): PHYSICAL PROTECTION > Merge onto, SR-518 (East) 1.0 m; I �'•-� u ,^. - r', Turn of` onto Romp 0.5 mi I `� - J,L I - ,S TELCORDIA GR-347 CENTRAL OFFICE POWER WIRING Merge onto 1-5 (North) 24.3 mir_Tr - R At 1-5 Exit 179, turn off onto Romp 0.3 mi / Y I (� Ins TELCORDIA GR-1275 GENERAL INSTALLATION REQJIREMENTS C Turn LEFT ( Wes') - onto 220th St SW 0.8 m' '•;��/ cco J� I-� `j �' �?� f iti TELCORDIA GR-1503 COAXIAL CABLE CONNECTIONS M Turn RIGHT (North) onto SR-99 0.6 m: J L L•t , I (,I 'e Turn LEFT (Wes:) onto 2121h St SW 0.4 m; (�•• . _Sr' L-� FOR ANY CONFLICTS BETWEEN SECTIONS 0= LISTED CODES AND STANDARDS REGARDING MATERIAL, Tu'n RIGHT (North) onto 76th Ave W 1.7 mi -�''�• - 524 - METHODS CF CONSTRUCTION, OR OTHER REQUIREMENTS, THE VOST RESTRICTIVE REQUIREMENT SHALL Bear LEF- (Wes:) onto Olympic View D- 1.3 mi �� 524 :t r �7 1524 \ Q GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC A Arrive 47.8343-t22.3565 m2000 Microsoft Cor' .ar d/oi"ifrsu Ifels. All d Ats reserved. / REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. C AT&T WIRELESS EDMONDS BEACH = AT&T 46E6 zooTH STREET 318 surrE K STTLWASN77 w � TITLE SHEET LYNNWOOD, WA 98036 0 11 I i 03 ISSUED FOR ZONING SUBMITTAL BlG JUG LIC r3 PHONE (425( 67D.Ml ADJACENT TO 9227 OLYMPIC VIEW DR A 10/29/03ISSUED FOR ZD REVIEW CJC JUG EX FAX: (QS) 712-OW EDMONDS, WA 98020 AT&T WIRELESS SERVICES, INC. ANCNo M DATE REVISIONS BY CHK Joe w�l -ER DRxwnc rweER REV A•/{r Amhilaets • Enpin, P.C. RANCHO OR T PARx DRIVEE RHOO COROP/A, CA AS SHOWN Of31CNED fir: DRAWN BY: 24897-612 H00-STTCWASN77-TOT 0 6 5 4 3 2 1 LOT 11 NOMISEAT® CELLULAR SITE � / 0tllOEIE OWI tIIK i 7E1810ELWM/OF � MMARLCMIOIM ZEN um ro/ .......... ELEV.ii2E / /r LR rwaaDFERMf � •r1/ //AROLWjP e� s • i I I I PARC¢F I 1 I I I I NE 1/4 of NE 1/4 of S. 13 T. 27 N. R. 03 E. W.M. o � W W 0 CD 919 mI co Z1 Z OI O w w fnl In LOTi12LuL. -LI Z Z61 UI K h I CEI JOB # 03-5022 \ � OF �R RrartocwAv A yr / \ \ AliVNIT \ /F \ \ FOLM I VT' ERASE DW NCONOETEPOST / I NOSE / WRONFCFWIY LOROMOFYAYPAFMV / / WAIERIE191 TY mnPICAL � 2-033 610W1 WV111[ / FIE WrDFANT �r � ✓ / -_ �,� \�ASPHALT — 188 NSF\ ev / \ WIALW ROXtOFWAY 2-006 ` AR7VILT SUYI/tlE/ -2-038 /• ; / SECMi WO & W ZI J R 01u DI W ' f . � / I O 20 ✓ O LO 20 Lu N AO 1 IN FEHr) I INCH -2o Fr. I MAP NTS cd2wonMlpCos ware You Dy -{j d rCQ70rU NG 1-800-424-5555 M Z. F..I,•'em...• y p Ilk / FONDCOPPERFW YM CASE N EW ONE 2-007 ` tEtDPOlER6FlM IYPRWL ` sw POEITEIEFF1arEFOE •� I s \ �, NAODWSPa41aRMmPE \ \ \ \ A DDTmMaANME»A ¢221TPAlAMATI' A wnoua IXROWM ¢mFxADl1ssF TOPOFANEAW ¢a2TrrAmwr imOFARY ¢27lIDAOL22D .—SURVEY 1) PIATOF VWA DEL WA MOOMDED N ALDOOnI 2 MOm,ED7tVOL- PO1KNOC"W.WA9W&l ! LORE WLAIENM f �E1D , MALWOR FILEft 14=00YOI i, PC 221.KNWWIY. WASHwTN1 7) R¢dm OFSURVEYDYASENOWFEWONKREMFMFDMDEII ALOOORFLENLZMDD925MVR.FOIDMCOIATV.WA9 MMK Q REMMOFSURVEYIrYLO/ELLSAIEAAND&PAUr.RECMM INOERAIOMW FlENARMUW VOLL PO X*lW. DOmINR. WAS"TLIN 51 REM OOF ALRM DYNO"NEWCEDLAT1tlL MUMLADER AIDMXr FLEFb.IDmORDWWVOL-PO}KFDcmRM.KASHK40 N. Ll TAXAZENCRS LAP MONDAWSTAMD NORM EASTOLLVMIFWSOF SM7M IL TONNSVV NOMOML RANOEN FAST. WLIAIERE M ML4X KND COmRY. WAGWOTON 7)1MODLOP I cr_cun. - OVF.EMPQVEFL OVEAffAD TFIEMW OVFRPEADPOYERVTUEACPE ORWEADFARE OF7 — -- LODER[iO1DD POWER ODEERDIADTELFFIOIE - -w MROERWOINDCANE TRDERDWWDMAILi •- 1RO9ORROIAD WATER IRE ® &WAWLM A DTORMLOC o O o O o pWNLMFE= 0- paapFENCE N WEED WIMWIE WEE PoWD11714thENt NCAY DE'LIARKWCOPIROLOMLY FOLNDDMACA/ 0 WR{,Aml SE VAG A\L ® N1I/OLAGNAL FOI/DROVPPE asu EXXIM SPOTELEVATOI ® ORANDAMPALAO CATOMIASN FREWDRAW WATERMETFR WATERVALVE DGtw OAAVAWE NMI LDMIa1gAm a MAYPOLE E— PMEMMWRE O MDMDAMTPANSF WER ® FONEROEMFA TEEM EREER DON MMImER UC LWWER m WORN AREAKWE WAN WA LEVEL PAIA) BEAMS THEMAYD00kn L REPIESD MEDARE ACCURATE M A a2 FEET LP M UW N oe011Mts AL-NDR1 AA+KARE . MxroaFRlDu . ALv—tRMIME1M1P0 1IA.11LmmW �TVME araAx 1]FC6Rt Lvwlm®I �cmW ® tP•RAXAAR Fq MAYNEWDOI RPM--TKIM(MAVAT9IPR PMHR ms2 xlMaxrAaFLEwvAIm no- elaMva�l j,1 � OeIAtl�IOGILItsbY[RY.NtMwoO�Y�Y SITE INFORMATION: TAXLOTMAEIEJI MA SMME AO aS MFAR=FO.YW CVMDR EDMMMWA W= UM CONFACDONNFE NU NIOIE MAW" MR 2OOm NA TOOLLOTAIEA MADJjWAAACJ PRMWAREA RASA LATITUDE / LONGITUDE POSITION: MXW ATEOAtk-0RIDST POLE LAT.Q-AWDf•M M013 LONG • L2rn7]Srw PLAOO ELW-tUWFEEt - MVD0 BOUNDARY DISCLAIMER: TM. PLAN ammNOTREPIIFSEMADONWM UNEY. TM ISA SFFLALMTOOOMpRC MNP 1w711►WIPElM LFERA D EASEMDM IEW ADMRIC O&cMON OF VAWOOD MOW.MTON GTIE IM FROM PRI3ffiEXW TiLEWWTA, DACKAPDOCLARDMOFREOOFALWFD AMDAVAIAELE MO UMDrM FO W MRNO THE FEIDSLRM. NO PROPERMYLOIAApFBWBMSET. NO TMRESEARM WAS POUt M® LEGAL DESCRIPTION: DraWETaraEEMarmmONe VJMUPOLENW,ORCFWAYOFOLYWCVEWDRNENMIW BENCH MARK: OLYMPCVIEW DRNE FDLLOPM WAW= I �0 COFSIFNCN WIN M: 6GTiLE WEATIEA STATION 6F ELEV AW EIEV . WOMVDM BENCHMARK DISCLAIMER: EsTAmAmw wEAm WaMT LOCAL TNFRANOE REOOFSTEO MR 1NS PROEOT CAUTION I CALL BEFORE YOU DIG I BURIED UTILITIES EXIST IN THE AREA ! AND UTILITY INFORMATION SHOWN MAY I NOT BE COMPLETE. CONTACT THE ONE - CALL UTILITY LOCATE SERVICE A MINIMUM I OF 48 HOURS PRIOR TO CONSTRUCTION 1-800-4245555 / EXISTING UTILITY POLE (ryr) w At A ■ I I 4630 YODTH STREET SW, SUITE K LYNNWOOD. WA 98036 lmc A7cBlheh . Engb m. P.C. 5 ov I ` / I / / -1/ j ui / =3 / OIW c I I � SITE PLAN I scALE: EDMONDS BEACH S77LWASN77 ADJACENT TO 9227 OLYMPIC VIEW DR EDMONDS, WA 98020 4 / A J S J 1 _ a ` 9 r / M / I EXISTING U.C. WATER / LINES (TYP) p7' EXISTING) STORM LINES / 7 / / / / / / / PROJECT AREA m \ SEE D 1 \ \ \ \ \ \ \ \ \ \ \ AT&T AT&T WIRELESS SERVICES, INC. 2729 PROPECT PARK DRIVE RANCHO CORDOVA. CA 95670 A 10/29/OJ ISSUED FOR ID RENEW C1C ND. DATE REVISIONS By AS SHOWN DESIGNED BY: DRAWN BY: 3 2 ZONING NOTES 1. NO PARKING STALLS ARE AFFECTED BY THIS INSTALLATION. ! 2. EROSION CONTROL TO 8E INNTNNED THR011019VI CONSIRUCIION ]. EGUIPMENT CABINETS ARE LOCKED. SELFCONTAINED AND ACCESSIBLE TO AUTHORIZED AT&T PERSONNEL ONLY. 4. PROVIDE SICNACE AT EOUIPMENT READING AS FOLLOWS: "RADIO-FREOUENCY ECUIPMENI IN USE AT SITE. IN CASE OF EMERGENCY. PLEASE CALL 1-BOO-367-7647. NOTES 1. THIS PROPOSAL IS FOR AN UNMANNED TELECOMMUNICATIONS FACILITY CONSISTING OF ANTENNAS AND SUPPORTING EQUIPMENT CABINETS. 2, THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE. 3. THE PROPOSED FACILITY IS UNMANNED AND IS NOT FOR HUMAN HABITAT. (NO HANDICAP ACCESS IS REQUIRED). 4. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY AT&T TECHNICIANS. 5, NO NOISE. SMOKE. DUST OR ODOR WILL RESULT FROM THIS PROPOSAL 6. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED. 7. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF SPECIFICATION NUMBER 24897-011-3PS-AOOZ-00001.-TECHNNCAL SPECIFICATION FOR CONSTRUCTION OF GSM/CPRS WIRELESS SITES,- AND 24897-011-3PS-EGOO-G0001, 'TECHNICAL SPECIFICATION FOR FACILITY GROUNDING. IN CASE OF A CONFLICT BETWEEN THC CONSTRUCTION SPECIFICATION AND THE DRAWINGS THE DRAWINGS SHALL GOVERN. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY THE CONSTRUCTION OPERATION. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTION REQUIRED FOR CONSTRUCTION. 10. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 11. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND DRAWINGS PROVIDED BY THE SITE OWNER. SUBCONTRACTOR .SHALL NOTIFY AT&T OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 12. NO WHITE STROBIC LIGHTS ARE PERMITTED, LIGHTING, IF REQUIRED, WILL MEET FAA STANDARDS AND REQUIREMENTS. - 13. CONTRACTOR STALL CALL MISS UTILITY FOR UNDERGROUND UTILITY MARKOUT PRIOR 70 CONSTRUCTION. 1-800-PER DIG NOTE. 14. ALL SIGNS SHALL BE FURNISHED AND INSTALLED AT ALL AT&T WIRELESS SERVICES (AWS) SITES IN ACCORDANCE WITH. SPECIFICATION 24897-011-3PS-A000Z-00006. LEGAL DESCRIPTION CITY OF EDMONDS RIGHT OF WAY POWER/TELCO NOTE: POWER/TELCO TO ORIGINATE FROM EXISTING SNOPUD POLE W/ TRANSFORMER pP/7407PX (37) AND TELCO SPLICE 03554 ATTACPED TO 'OLE GRAPHIC SCALE ( IX PECF 1 I I,h • 10 TL AT&T WIRELESS SITE PLAN JOB Numm ORAWIND NUYBm 24897-612 HOO-STTLWASN77-AOI 1 ED C B A m o m 1 ( 4630 200TH STREET SW, SUITE K ■.. ' I LYNNWOOD, WA 98MS PHONE: (425) y��./►, I ' 6 FAX: (42S) 712-08" T t•\YV Architects. Engineers, P.C. .f/ /a ll �' cr N/a`/ �(T EDMONDS BEACH SMWASN77 ADJACENT TO 9227 OLYMPIC VIEW OR EDMONDS. WA 98020 ✓ I I 1 1 I 1 1 I I I I I I i I 1 I I I 1 I I I I 1 I 1 1 I I I I I . I I 1 I I I I 1 1 1 I I 1 I' I I . I EXISTING UTILITY POLE W/- [E] AT&T FLUSH MOUNTED ANTENNAS TO BE SWAPED OUT FOR DBDP (TYP. OF 2) AND ASSOCIATED EQUIPMENT MOUNTED TO POLE EXISTING POWER METER (TYP) EXISTING OVERHEAD POWER LINES (TYP) s / a✓ Sa NEW AT&T UNITS iBTE OUTDOOR EQUIPMENT `Z' CABINET 001 NEW AT&T UTIUTY— EQUIPMENT MOUNTED EXISTING PAD MOUNTED TO„NEW VAULT TRANSFORMER NEW AT&T U.C. POWER/TELCO ROUTES NEW AT&T U.G. COAX ROUTE EXISTING POWER VAULT / NEW VENT FOR U.G. + VAULT A/C UNIT /// a"/ 40 • 4/ a / Za / S / NEW AT&T 850 GSM S METROSITE CABINET / I/ el 4 a ,f' tiry sa \ �rr s \ r / a eb / S \ n ENLARGED SITE PLAN r SCALE: 1/4' V-D' AT&T AT&T WIRELESS SERVICES, INC. 2729 PROPECT PARK DRIVE RANCHO COROOVA. CA 05670 S /X- !9/0' 3ISSUED FOR ZD RENEW fE REVISIONS AS SHOWN DESIDNEO SY: / EXISTING U.G. WATER LINES (TYP) / / ye/ EXISTING U.G. / CAS LINES (TYP) m EXISTING STORM / LINES (TYP) / E`- `� EXISTING WATER / ,+� METER (TYP) / 5 / �^ EXISTING U.G. / TELCO ROUTE / EXISTING / TELEPHONE RISER (TYP) / r / GRAPHIC SCALE ( IN FEET ) I Inch . . ft. AT&T WIRELESS ENLARGED SITE PLAN AND NOTES r SY: 1 24897-612 HOO-S 2 1 C 0 A 6 I 5 4 3 5 4 5 NEW U.G. NEW 7ELC0 BO% 4 •� R/ T PROUTE OWER/ R PLAN PER PLAN NO. CETJ�4E OPTIONAL DOWNTILT MED CABLE TRNEW ELECTRICAL NEW ACCESS BRACKET PANEL UDDER } . IE -f f� E-E-E-E E — E — E E E KATHREIN MODEL: �•.� � 1 NEW AT&T UTILITY METER AND DISCONNECT 742 264 , 2 (LOCATION PER LOCAL — — — o — UTILITY) HEIGHT 51.3" y ^oAx Co _ _ WIDTH 10.3• p NEW AT&T U1lTS DEPTH 5.74• NEW AT&T U. COAX ROUTE EQUIPMENT CABINET 4, PANEL ANTENNA (TYP) \ NEW CONE PORT - 1 NEW AT&T 850 CSY METROSOE CABINET •'e AT VAULT WALL I iD NEW AT&T 6'-0• % '.r• 10'-0' U.G. EDutauENi VAULT I PIPE MOUNT (TYP) NEW P1001 VALMONT UNSTRUT AT WALL MICROFLECT PART FOR COAX ROUTING #B1001 OR APPROVED EOUAL NOTES PARTS: 7 1/4' 1_6• 4--5 1/4- 3'-tt 3/4• 71/4- 9-" 11•-1 1/2- 1). INSERT SCISSOR BRACKETS BETWEEN THE UPPER ANTENNA MOUNTING BRACKET AND THE UPPER POLE ADAPTER BRACKET. SECURE USING 1/2 INCH HARDWARE PROVIDED. 2). TO SET THE DEGREE OF DOWNTILT, ALIGN THE DESIRED HOLES ON THE SCISSOR BRACKETS AND SECURE USING 5/16 INCH HARDWARE PROVIDED. 3). THE NUMBER OF CONNECTORS WILL VARY BASED ON ANTENNA TYPE. ITEM 07Y I DESCRIPTION C 1 1 I ADAPTER, POLE, LOWER 2 1 I BRACKET, DOWNTILT, POLE 3 1 BRACKET, DOWNTILT. ANTENNA 4 4 1/2 X I HEX HEAD BOLT 5 4 1/2 SPLIT WASHER 6 2 5/16 X 1 HEX HEAD BOLT 7 2 5/16 SPLIT WASHER 001 IVAULT PLANSCALE M'' m r saALe v4.r BG1lE 'ITrl 00 ANTENNA DETAILS S J 1. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO ss FAMILIARIZE WITH 7HE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE \ ATTENTION OF CONTRACTOR. 2. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY a WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. CONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL NORTEL OR PROCEEDING WITH CONSTRUCTION. UMTS iBTS 3. THE EXISTING CELL 517E IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY , CONTRACTOR SHALL OUTDOOR CABINET ne NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON. EXISTING EOUIPVENT MUST of COORDINATED WITH CONTRACTOR. ALSO. WORK SHOULD BE SCHEDULED FOR AN B n APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. �N E G 4. SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND o O GABLE COVER - HIGH LEVELS OFELECTROMAGNETIC RADIATION. EQUI?MENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANCER. PERSONAL RF EXPOSURE MONITORS _ ARE ADVISED TO BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. 5. CONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDU•T, POWER AND TI CABLES, GROUNDING CABLES AS SHOWN ON THE POWER. GROUNDING AND TE'_CO PLAN DRAWING. CONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY. CONTRACTOR SHALL C 8 CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. S. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SLCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXIS71NG FACILITY. ANTENNAS REMOVED SHALL BE - RETURNED TO THE OWNER'S DESIGNATED LOCATION. / > 950. .h 8 / s R w 4 a C1 X. 1 a 003 EN GENERAL NOTES SOME: NT5' 00 UMTS OUTDOOR EQUIPMENT DETAIL sGALF. N.TB A �� • EDMONDS BEACH • 9 AT&T AT&T WIRELESS 4Bso20oT1TSTREETsw,SUITEK ■.. ' ' LYNNWOOD•INA 88038 STTLWASNn o tt 11 03 ISSUED FOR ZONING SUBMITTAL FJC DETAILS PHONE C ■. , ' I (425) B7D 86s1 ADJACENT TO 9227 OLYMPIC VIEW DR lufi.- FAX• (425) 712-OW EDMONDS. WA 98020 AT&T WIRELESS A 10 29/03 ISSUED FOR ZD REVIEW EJC SERVICES,INC. ARhIMCtR-EgbmMP.C. 2722 PROPECT RANCHO PARK DRIVE40'DATEREVISIONS RV im NU KR DR'~ "m" REV CORDOVA G 25670 6 AS SHOWN DESIGNED BIT' BY: 24897-612 HOO-STTLWASN77-A04 0 5 4 3 2 1 NOTES: [THE N1ROlLED ENVIRONMENT VAULT SUPPLIED BY OLD LE PRECAST COMMUNIGTIOVS. FORUATION OBTA.NEO FROM DRAWINGS PROVIDEO ' LD CASTLE PRECAST COMMUNICATIONS. NTRACTOR TO PROVIDE REDUNDANT SUMP PUMP REUY AND HIGH-WATE4 RE:AY.NTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING EV INTAKE/EXHAUST WELLS. DRAINAGE. AND DUCT .NTRACTOR TO ENSURE ALL PENETRATIONS AT LENT VAULT AND INTAKE/EXHAUST WELLS ARE (3) Relif r Dullets /2500 Twisllock Receptacles B-Hole Racking With Tob (See Detail -A-) TA-0 G-c! Luq- Check VoNe- Duple. Convenience Outlet (C.F.I.) (1SA/125V) SUMP Pump/Detwmidlier (15A/I25V Twisllock Rece (2) _'A-O Greund L.S, With t2 Insuloteo Stronded Copper Ground Wire Flex Connector SUMP Pump Assembly. SUMP P'I- Aluminum Stand—off Ladder With 42" Pull—up Extension Finished Crode AIR INTAKE/EXHAUST WELL SUPPLIED BY VAULT MFR. INSTALLED BY CONTRACTOR REFER TO PLAN FOR LOCATION 4- PVC DRAIN PIPE 5- . 30' PERFORATED PLASTIC PIPE FILTER FABRIC AROUND GRAVEL PT 36-.36'.48•DEEP 3/4- CRUSHED STONE OR GRAVEL DRAIN PR FILTER FABRIC OVER CRUSHED STOVE OR GRAVEL PVC ELBOW, 90 3/4- CRUSHED STONE OR GRAVEL -' - PVC ELBOW, 90' 1-t/2- PVC DRAIN PIPE 1-1/2- PVC 4-.30- PERFORATED DRAIN PIPE PLASTIC PIPE Dehumidifier Water Sensor Probes Sump Pump SUMP PR 002 SECTION AT SUMP PUMP BOALE: N.T-S 1 IVI 4' 24*.w SCALE w-itr 11'x17-SCALE V4-.1' "SO 2ooTHSTREET sw,SUITE lc EDMONDS BEACH AT&T AT&T WIRELESS M.. LYNNwooD, WA BBo34 STTLWASN77 PHONE: (425) 6704%51 ADJACENT TO 9227 OLYMPIC VIEW DR 0 11 0} ISSUED FOR ZONING SUBMITTAL WC JMG E.lC WC DETAILS FAX: (425) 712-0544 A 1/11/03 ISSUED FOR ZD REVIEW JLLO EJC Arehltet:tB-EtTplmen, P.O. EDMONDS, WA 98020 AT&T WIRELESS SERVICES, INC. 2729 PROPECT PARK DRIVE PATE REVISIONS BY CHK Jog NUMBER Dt1A17aG NUMBER RCV RANCHO CORDOVA. CA 95670 ISCALE: AS SHM DESIGNED Or.o-AfIN Dr. 24897-612 HO0—STTLWASN77—AO5 0 6 5 4 3 2 1 C I A ANTENNA QUANTITY SECTOR TYPE (MECHANICAL) (MECHANICAL) AZIMUTH TN ( ) RAD 'ENTER ;.O. L. CABLE TYPE CABAL LENGTH T.M.A. (APPROX. A KATHERIEN 1 7a2 264 0' 60' 41'-0- CR 50 1070 35'-0" (NEW) 0 9 KATHERIEN 1 742 264 0' 240' at'-0" CR 50 1070 35'-0" C (NEW) rTDMA 850 11 IGSM 19D0/I IUNITS 19001 F----1 I DBDP I I I I X i X I I I I I I I I I I I 1 I �7 7-� --III LT 7 Y I I I I 1 I I I I I I I I I I I 1 I I I I I I - I I I I I I I I I I I I I 1 I I I r---J IL--------- I L 1 I I 1 I I I I I I I I I I I I I I I I 1 I I 1 I I I I I I i I I -_ fr=Quad Immr I L ^ 1 I P o I I 1 F17 J1 Jx�1_ E,Ll 1 I I I I I I I I I � I I I I I I 1 I I I I 1 i I I r I - - - - - - �I I - SI lazed �BTS RIP STS - Du lewd p GSM 850 UMTS 1900 JUMPER CABLES - DBDP Antenna required - Use quadrapiexer to combine GSM 1900 and UMTS 1900 TX and RX. - Do not add TMAIS In UMTS 1900 path ■ I I . W E I I 4680 2WTH STREET SW, SUITE K LYNNWOOD, WA 98035 , I I ' FAX: (425) 7 2-08U �■. 8\Y{r ArchltsW-Enobumm P.C. 6 rJ JUMPER CABLES I I I I I I I 1 I I I I I I i I I I I I I ITS-Duplezed 11 rEI- IL------ _JI GSM 1900 EDMONDS BEACH STTLWASN77 ADJACENT TO 9227 OLYMPIC VIEW DR EDMONDS, WA 90020 --� ---- EXISTING TO REMAIN MALE CONNECTOR — —• — EXISTING TO BE REMOVED DIN CONNECTION I, FEMALE CONNECTOR NEW JUMPER -- - - - -- EXISTING MAIN COAX VALE CONNECTOR NEW MAIN COAX N CONNECTION FEMALE CONNECTOR I I EXISTING EQUIPMENT FEMALE DIN CONNECTION SURGE ARRESTOR FEMALE DIN CONNECTION I NEW EQUIPMENT . NEW JUMPERS (TYP OF 4 JUMPERS PER SECTOR) SWAP EXISTING GSM ANTENI FOR NEW ANTENNA TO SHAI WITH UMTS AND GSM SYSTE (TYP. 2 PLACES) AT&T AT&T WIRELESS SERVICES, INC. 2729 PROPECT PARK DRNE RMKMO CO.RDWA. CA 95570 4 1+ 3 '9/03 SSUEO FOR 2D REVIEW C.IC IE REASIO S BY AS 5NOBM OESIOWEO 8Y: DRAWN BV: 2 TRUE NORTH 0• MAGNETIC NORTH X ANTENNA PLAN AT&T WIRELESS ANTENNA CONFIGURATION JOB mi." DRAW06 W Kft R(v 24897-612 H00-STTLWASN77-RF01 0 1 rol C B A