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07-102193A&L CITY OF Aft� FbderA My 031M al John Eder KDC Architects, Engineers, PC 4f 111h t . 22 00Stree SW- Suite 200 Lynnwood, WA 98036 RE: File #07-102193-00-AD; SEA CEEJAY (PWSF) 2041 South 324" Street, Federal Way FOOTM&RANIMB ;rTill. application request to modify the approved Process I application to install an emergency backup generator at an existing Personal Wireless Services Facility (#04-104774-UP). 'Me site is located in Belmor Mobile Homs Park and contains an existing approval for a generator to be placed within a new structure designed to be compatible with the surrounding residential structures. This letter grants approval to the April 23, 2007 letter, requesting modification of the approved site plan for the Sea Ceejay PWSF Use Process I Application. The approved modification proposes to excavate a small portion of the existing sloped grade in order to provide a level area for the generator to be placed 2-feet-2- inches below ground, which will make the top of the generator exactly 6 feet above grade. The modification also consists of enclosing the generator in a metal enclosure that will match the style of the existing metal radio cabinet enclosure at the PWSF site. elluill J-1 0 as V C11 ab RIC Voill'yle j; -Ul Celle L as well as the proposed equipment enclosure. The proposed modification of the generator placement meets all setback requirements for the RS 5.0 zone. Pursuant to Federal Way City Code (FWCC) Section 22-411, "Subsequent Modification," the modification of the change and is hereby approved. f lease contact Laura MITI, Z9767= I UaTX71 I -- �*J!r�IFNMV I ave any questions about this letter. Sincerely, Kathy McClung V •- xreytDwectol enc: Stamped Approval Plans Door, 1D. 40779 C - - T ( - Ab r F 00111 KDC ARCHITECTS.ENGINEERS, P.C. Seattle Office 4720 200b" St. SW, Suite 200 Lynnwood, WA 98036 425-670-8651 Fax 425-712-0846 Denver Corporate/Main Office 7442 S. Tucson Way, Suite 180, Englewood, Colorado 80112 303-750-6999 Fax 303-750-0236 April 23, 2007 City of Federal Way Community Development Services Department 33325 8th Ave S PO Box 9718 Federal Way, WA 98063-9718 Re: Project Name: SEA CEEJAY Dear Community Development Services: On behalf of Verizon Wireless (VZW) I am requesting a modification to the above - referenced Process I Approval to install an emergency backup generator at an existing Personal Wireless Services Facility site in Belmor Mobile Home Park. The existing approval is for the generator to be placed within a new structure designed to be compatible with the surrounding residential structures. This design meets the least favorable of the (4) prioritized criterion in FWCC Section 22-967 (5)a. VZW is proposing to modify the design to meet a more favorable priority design, priority 3, as well as incorporate portions of priorities #1 and #2. This is explained in detail in the enclosed narrative. Please change the project contact information in the City's system to the following: John Eder KDC Architects. Engineers, .« r 200th0r Lynnwood, WA 98036 Thank you for your consideration, and please feel free to contact me should you have any questions or concerns. Regards, John Eder Site Acquisition Manager KDC Architects. Engineers, PC for Verizon Wireless Enclosures: • Detailed Narrative (including pictures) • Revised Project Drawings RECEIVED ITS` p F FEDERAL AY IL,A �S.F I N.,,!4r l IN D G P, 04-104774-000-00-UP SEA CEEJAY — Verizon Wireless 2041 South 3241h Street, Federal Way, WA Verizon Wireless (VZW) wishes to modify the above -referenced Process I Approval to install an emergency backup generator at an existing Personal Wireless Services Facility (PWSF) site in Belmor Mobile Home Park. Theexistingapproval is for the generator to be placed within a new structure designed to be compatible with the surrounding residential structures. This design meets the least favorable of the (4) prioritized criterion in FWCC Section 22-967 (5)a. VZW is proposing to modify the design to meet a more favorable priority design, priority 3, as well as incorporate portions of priorities #1 and #2. (5) Standards for electronics equipment enclosures. a. The following shall be the required order of locations for proposed electronic equipment enclosures for all PWSFs. In proposing an equipment enclosure in a particular location, the applicant shall analyze the feasibility of locating the proposed equipment enclosure in each of the higher priority locations and document, to the city's satisfaction, why locating the equipment enclosure in each higher priority location is not being proposed. In requesting a lower priority location for the equipment enclosure, the burden of demonstrating impracticability shall be on the applicant. In order of preference, the prioritized locations for equipment enclosures are as follows: 1. Equipment enclosures shall be placed underground. 2. Equipment enclosures shall be placed in an existing completely enclosed building. 3. Equipment enclosures shall be placed above ground in an enclosed cabinet that shall not exceed six feet in height and occupy more than 48 square feet of floor area, including areas for maintenance or future expansion. 4. Equipment enclosures shall be placed above ground in a new completely enclosed VZW proposes to modify the existing approval to meet the criterion in priority #3 by excavating a small portion of the existing sloped grade in order to provide a level area for the generator pad. The finished grade of the pad will be 2-feet 2-inches below the grade of the adjacent shelter and tower which will make the top of the generator enclosure exactly 6-feet above grade. This design also meets a portion of priority #1 as part of the generator will be below grade, as well as a portion of priority #2 as the generator will be enclosed in a sound -attenuated weatherproof metal enclosure that will match (in style) the existing metal radio cabinet enclosures at the PSWF. The modified design will result in a reduced visual impact as the generator will be completely screened from the nearest residence by a combination of existing vegetation and existing structures. There is only one residence in the vicinity of the PWSF, located on the adjacent mobile lot to the north. The attached pictures show the view from their property, VMTH of the surrounding area. APR 2: 2L','L /,.. Modification to 04-104774-000-00-UP 1 cay or- FED, FRA WAY Detailed Narrative III Modification to 04-104774-000-00-UP 2 Detailed Narrative CffY OF FEDETIAL, W" B U 9 L D I N G Of-i-11"" T , AR HIT T R T-1 TITLE SHEET, ENLARGED SITE PLAN, GENERAL INFORMATION A-1 ENLARGED SITE PLAN A-2 SITE ELEVATIONS A-3 DETAILS A-4 DETAILS ELECTRICAL: E-1 ONE -LINE DIAGRAM AND GROUNDING PLAN PHONE. 888-,321-7779 IT AMR-M 1= 2041 S. 324TH ST. OWEST FEDERAL WAY, WA 98003 PHONE' 800-603-600 L6HQ_QWW—R AMERICAN TOWER SITE NAME: CEEJAY NO: 82935 116 HUNTINGTON AVE 11TH FLOOR BOSTON, MA. 02116 CONTACT: GREG HUNTERS PHONE: 617-375-7500 A15MICT-10. CITY OF FEDERAL WAY PARZL_Nykff_R 1621049037 LA—T 47'18'18,82" N (NAD 83) LQNa; 122-18'8.42" E (NAD 83) 423.0' (NAVD88) _RIPjIQN; THIS PROPOSAL IS FOR THE MODIFICATION OF AN EXISTING VERIZON WIRELESS FACILITY, CONSISTING OF AN ADDITIONAL DIESEL GENERATOR MOUNTED ON A PROPOSED CONC. PAD. I PROJECT INFORMATIONIj A/C "' MDOIDNING i HABDrWD HARDWOOD SQ. OWE E ADJ. ADJUSTABLE AFT ABOVE FINISH GRADE HONIZ. F HORIZONTAL HOUR Ss STEEL T N BE STEEL STAINLESS STEEL F.k —N-MA., ASTM AMERICAN SOCIETY FOR XVAG H.— HEARING. VENTING AND S.Le, 'CT P SUS . U STRUCTURAL U C To STRUCTURAL. P D SUSPENDED SUSPENDED U S 7,SPNO AND MATERIALS.. MR CONDIBRONING S.V. V HEET VINYL H AW. AMERICAN WIRE MCE 10. INSIDE DIAMETER R THI 0 U H THROUGH THROUGH BUILDING BLOCK IN. INFO INCH MARON TNND ND 1. G. To P TINNED NOR TOP .1 CONCRETE TOP OF OUR 0- 11"" Y=o B/s BUILDING STANDARD INSUL INT. I�NSULMON INTERIOR T.O.M — V MASONRY TOP OF MASONRY P 0 OF TYPICAL. CLO COUNG LI POUNG(S) U-C Usc BUILDING UNIFORM BUILDING UNIFORM CU', CLEAR LONG. CONCRETE CGNSL C.MSTRUCTON MAx MECH MATIMUM MECHANICAL U.- UN. CODE CODE -M. NOTED UNLESS NOTED UNLESS E OTHERWISE Go- CONTINUES W,, MM. M_ MANUFACTURER FIT VER "F VERTICAL VERTICAL DOL DOUBLE D' a"— MCH MIN MANAGER MINIMUM VF V I VERIFY IN FIELD V, IFY IN TILE VINYL 1. VINYL DIAG. DIAGONAL DIM. 0IMEN ON M SO. MISCELLANEOUS W ns, G. Tom GET. MAIL N NA NORTH NOT APPLICABLE W W/ WIN 4 Wr" WINDOW No �6.W ON. DRAWING RIC N. NOT IN CGNTRMCT NOT M W�O W/C W.P. W P CUT WITHOUT WATER 'Rao' WATER PROOF E W E' WR E_ E11I D.C. OD ON CENTER OUTSIDE DIAMETER ELECT. ELECTRICAL ED.EQUAL O.H. . .. OPPOSITE HARD OPENING EQUIP. EQUIPMENT E.W. EACH WAY OPP OPPOSITE ENISTI 'TENIOR PLYAC, FIR PLYWOOD PAIRPRW PROUEOT F.. FINISH Rod R. FLUORESCENT PRO, PT PROPERTY PRESSURE TREATED FIR FLOOR FT. m. RED D REQUIRED CA. GAUGE RM R.O. Boom ROUGH OPENING GAL1. GALVANIZED C GENERAL CONTRACTOR ' SOUTH CRNG GROUND GWB GYPSUM WALL BOARD SINT SIM. SHEET SIMILAR G". Do GYPSUM BOARD SPEC. SPECIFICATION REVIATIONS EXISTING METER SERVICE (TYP. OF EXISTING U.G. TELCO CO ROUTE (APPROXIMATE LOCATION) TIP EXISTING 6" X a'� RAILROAD TIE (TYP) f'Or jJ C:x698iNG MOBILE HOME EXISTING 6'-0" ExISONG GARAGE CHAINLINK FENCE W/BARBWIRE -EXIS114Z LANDSCAPE AREA EXISTING Io'-0 WOE —EXISTING, CLEkAWIRE ACCESS GATE EQII C461NET HIGH MONOPOLE EXISTING ACCESS GATE — EXISTING CHIANUNK FENCE W/BARBWIRE EXISTING OVERHEAD POWER LINES (TYP) L APPLIQ6NT VERIZON WIRELESS 3350 161ST AVE S. BELLEVUE, WA 98008 AeEULA NIT AgLET*L, KDC ARCHITECTS 4720 200TH STREET SW., SUITE 200 LYNNWOOD, WA 98036 CONTACT: ROBERT RENKEN PHONE: (206) 300-9925 FAX: (425) 712-0846 ARChffEULE1RE9(CAL _EMQMM KDC ARCHITECTS 4720 200TH STREET SW_ SUITE 200 LYNNWOOD. WA 98036 CONTACT: ERIC CAMP PHONE: (425) 670-6651 FAX: (425) 712-0846 co 401 rXISTANG CINGUALIR UTILITY RACK EYISINt CINGULAR EQUIPMENT/ICEBRIDGE X EXISTING VERIZON WIRELESS EQUIPMENT SHELTER/ICEBRIDGE PROPOSED VERIZON WIRELESS DIESEL CE14ERATOR MOUNTED ON A 4'-6' X 9'-0' CONCRETE PAD (TOP OF PAD MUST BE 2'-2 BELOW MAIN GRADE) EXISTING LANDSCAPE AREA EXISTING PARKINGASPHALT AR 0 VERIZON WIRELESS CELLULAR DESIGN ENGINEER -APPROVAL PRINTED TITLE DATE VERIZON WIRELESS PROPERTY OWNER AFT R PRINTED NAME SIGNATURE I TITLE IDkTE APPROVALS/ISSUE DATES APPROV9I PLANNIN ''THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER AND PROPRIETAW THOSE PORTIONS OF THE SOUTHWEST QUARTER OF THE CONFIDENTIAL AND NORTHEAST QUARTER AND OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER LYING WEST OF THE CENTER LINE OF Not for disclosure outside VERIZON WIRELESS INTERSTATE HIGHWAY NO. 1-5. IN SECTION 16. TOWNSHIP 21 without permission. NORTH, RANGE 4 EAST W.M., IN KING COUNTY, WASHINGTON; EXCEPT PORTIONS CONDEMNED UNDER JUDGEMENT AND DECREE OF APPROPRIATION IN KING COUNTY SUPERIOR COURT CAUSE NO, 533169; # 'V TOGETHER WITH EASIVENT RIGHTS FOR DRAINAGE AS GRANTED BY THE STATE OF WASHINGTON UNDER KING COUNTY RECORDING NO. 6126 131; EXCEPT THE WEST 30 FEET OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER DEEDED TO KING COUNTY FOR ROAD BY KING COUNTY RECORDING NO. 6118778; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. L1,.EGAL DESCRIPTION g W C! I l, i I III �" !I! Turn RIGHT (South) onto SR-99 [International Blvd] Ree Elvzv- Turn LEFT (East) onto S 200th St Take Ramp (RIGHT) onto 1-5 SOUTH At exit 143, turn RIGHT onto Romp S. 320th St. Federal Way To'nSt Torn LEFT (South) 23rd Ave 5 onto ko,ocl -Orno ChorI 10 S 324th St Turn (South) Pebble Beach Circle LEFr anto At rovrvI laka OW SECOND exit onto Merion Way Turn RIGHT (South) onto Burning Tree Blvd Tuth RIGHT (South) onto Oakland Hills Blvd PT" Turn LEFT (East) onto L*cVI Yood(t) hnr6" 2041 S 324th SI, Fodwrol Wov, WA 95003 [2041 S 324th St, rederol WI WA 98003) DRIVING DIRECTIONS NITY MAP DATE: 04/19/2007 DRAWN BY: BJG CHECKED BY: EJC REVISI IATE DESCRIPTION BY 2/14 ISSUED FOR CONST, Cic ;GETS PER CITY COMMENTS 1/14 ISSUED FOR CONST. Cic 1005 PER CITY COMMENTS 4/19 ISSUED FOR REVISED BJG !007 CONSTRUCTION I Ll _. PROJECT: I 111,11, SEA- GEEJAY 2041 S 324TH ST. FEDERAL WAY, WA. 9800-1 Twl CLANS PREPARED FOR; A # r gHsc 1S N�,r A SETE sit A ALL PROPER6Y ECONOMIES, ORIENTATION OF TRUE F "•VADTHS HAVE E"E[.N OBTAINED y NORTH AND STREET tl AP AND .ARE APPRO)OIXATC, i 5.. �""^ � ' j . F6iCtM A TAX PARCEL M t, � 9OAh T"' YiFU #Dtl P. rEXISTING BUILDING BINURO LTR6 TIES Eke H 719E AREA AND T1J Y EXISTING LIGHT POLE NFORMA'DON SHOWN MAY NOT BE COMPLETE. CONTACT (�'P} X�..a.,,,, THE. ONE -CALL UTILITY LOCATE SERVICE A MINIMUM OF / x T" X 48. HOURS PRIOR TO CONSTRUCTION" " EXISTING MAIN 1-800 424 5555 SERVICE METER "' : X cGg4e^0 TR'.1.. nm e�fOTa'.: r (TYP. OF 3)- SEE 5/A D. FOR CONCRETE NOTES SEE 6/A_3: FOR CIVIL NOTES x X X x .f x X X j7t EXISTING LANDSCAPING X l""" a X PLANS PREPARED: IF x =:EXISTING CLEARWIRE PAD EXISTING AMERICAN ( r r EXISTING 6" X Z3 MOUNETD EQUIPMENT TOWS 100`-0" HIGHMONO/f RAILROAD TIE {TYP} 9 � '. t EXISTING CLEARWIRE EXISTING AT&T PAD 1: IGEHRIDGE MOUNTED EQUIPMENT CABINETS x o f RAILROADEXISTING LANDSCAPE TIE BORDER r lwc ARCHITEx ! x P.. 447220200TH SET SWINE , P.C. SUITE 200 O f ' X LYNNWOOD, WA 98036 FAX: 425312.0696 PHONE: 425.670.8651 V I'vo M1RON T x � ... U Y s """ ^•^-EXISTING RAILROAD TIE ,. 1A1 IIING ` LANDSCAPE BORDER .�' 1ti,.-.�I" : p PROPOSED VERIZON WIRELESS r DATE: 04 19 2047 PROPOSED TCENERA$ MOUNTED T ! / WITHIN EXISTING SHELTER DRAWN BY: SJG J CHECKED BY: EJC PROPOSED VERIZON WIRELESS REVISIONS 4'-8" X 9'-0" CONC. PAD 1 EXISTING VERIZON —°-'�_ (TOP OF PAD MUST BE 2`-2" [ITE DESCRIPTION :BY WIRELESS GENERATOR r r RECEPTACLE TO 0E BELOW MAIN GRADE} ISSUED FOR CONST, CJC EXiS11NG ACCESS GATE '.,✓""�" :REMOVED - ,,� 7 6 PER CITY COMMENTS . ISSUED FOR CONST. CJC EXISTING OVE}iHEAD EXISTING tO°-0 WIDE ®""" X qJJPER CITY COMMENTS POWER LINES (TYP) ACCESS GATE x �-X __ �' OP ;> i J r 14/111.ISSUED FOR REVISED BJG r t / ! x X- Ra17V.. 2ro mg / 2007 CONSTRUCTION EXISTING LIGHT POLE dJ * X (TYP) EXISTING'iLANDSCAPINGJ PROPOSED VERIZON WIRELESS `"A x / x Jj''�' 21-0" HIGH KEYSTONE BLOCK `'X _ y ,. i `RETAINING WALL {INSTALL ' If --- z 'FRENCH DRAIN ON SIDE OF jtjt J... CONCRETE PAD, ROUTE TO A'Ap ) '" t DAYLIGHT) 5e.4. PROPOSED VERIZON WIRELESS .K DIESEL GENERATOR r X X n x CEEJAY 2041 S 324TH ST. x FEDERAL WAY, WA. 98003 x X j j EXISTING AMERICA,* --� f( CHAIN LINK FENCE I ! r 1ILARGED SITE 91`x17" 1" PLANS PREPARED _F01G T.0_ EXISTING AMERICAN TOWER MONOPOLE &�� ,..O.. EXISTING AMERICAN TOWER MONOPOLE & 4 TXING VERIZON WIRELESS ANTENNAS T.O. EXISTING VERIZON WIRELESS ANTENNAS NOTES: - 1DQ. O..t TIS 746T A C@TF t�RVEY'OF Co .ALL PROPERTY DOUVDARIES, ORIENTATION OF H T HALL PRCdPERTv 1 CUNDAR+T ORIENTATION :TRUE NORTH AND STREET HALF —WIDTHS HAVE TRUE NORTH AND STREEALF—WIDTHS HAVE I3EEN OBTAINED FROM A TAX PARCEL MAP BEEN OBTAINED FROM A TAX PARCEL MAP ,AND ARE APPROXIMATE. _. :AND.. ARE APPROXIMATE. 1 EXISTING VERIZON —"'-:EXISTING VERIZON WIRELESS PANEL WIRELESS PANEL ANTENNAS ANTENNAS 11P& T.O. EXISTING AT&T ANTENNAS T.Q. EXISTING AT&T ,AISTLYdVtih$ EXISTING AT&T-m•' :.EXISTING AT&T PANEL ANTENNAS PANEL ANTENNAS .:PLANS PREPARED: BY: C.L OF EXISTING CLEARWIRE ANTENNAS _. Cl, OF EXISTING rL " f@RE AJNMNNAS EXISTING CLEARWIRE PANEL-- EXISTNIG CLEARWIRE PANEL ANTENNA AND 8TS EQUIPMENT ANTENNA AND BTS EQUIPMENT (TYP_ OF 3) (TYP. OF 3) KDC AIRCHITEC'MENIGINEERS, P.C. 4720 20MM STREET SW SURE 200 LYNNWOOD, WA98036 PHONE: 425.670.8651 FAX: 425.712. LICENSURE: . ,.� EXISTING AMERICAN TOWER -'EXISTING AMERICAN TOWER 100'—D" HIGH MONOPOLE 100 —0 HIGH MONOPOLE rl DATE: 04/19/2007 DRAWN BY: BJG CHECKED BY: EJC REVISIONS DATE DESCRIPTION BY 02/14. ISSUED FOR CONST' CJC 2005 PER CITY COMMENTS EXISTING VERIZON WIRELESS EWS7I*,'V VERIZON WIRELESS 2005 .ISSUED FOR COMMCONSENTS —EXISTING CJC EQUIPMENT SHELTER 2005 PER CITY COMMENTS /" EQUIPMENT SHELTER -- ! 04/19 .ISSUED FOR REVISED BJG 2007 CONSTRUCTION EXISTING AMERICAN -'—EXISTING AMERICAN TOWER fi'-0" TOWER 6'-0" HIGH � HIGH CHAIN LINK FENCE CHAIN LINK FENCE EXISTING CLEARWIRE—' '*, ICEBRIDGE PROPOSED VERIZON WIRELESS PROPOSED VERIZON WIRELESS DIESEL GENERATOR MOUNTED ON DIESEL GENERATOR MOUNTED - —... ... EXISTING CLEARWIRE. "' A 4'-6" X 9'-0' CONCRETE PAD PROJECT: ON A 4'-6" X 9'-0" PAD MOUNTED t {TOP OF GEN. MUST BE 6'-0" CONCRETE PAD (TOP OF GEN. EQUIPMENT CABINET "—"'"" SEA — MUST BE 6'-0" A.G.L.)ED Y rc f. u... Q 2041 S 324TH ST. 0 atl�� FEDERAL WAY, WA. 9800 O O„ T FIAT a' T N Raid ' A 1L—G �� —2 i" _.��_� PROPOSED vER@zN WIRELESS------� BIJ , PROPOSED VERIZON WIRELEll I 2°-0" HIGH KEYSTONE BLOCK i 2'-0' HIGH KEYSTONE BLOCK RETAINING WALL `v RETAINING WAIL -- 01 I" 24 SCALE: ,,M6".,1°.:. ' _._ E.•. 24" 8' &I 6`+.1' UTHWEST ELEVATION1'x17' E.1" t1x17"1 a%&0E_TE_QQNaMQ0QhL 1 . ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.C.I. 301, &C.I. 318 AND THE SPECIFICATION CAST -IN -PLACE CONCRETE. 2, UNLESS NOTED OTHERWISE, ALL CAST -IN -PLACE CONCRETE SHALL BE NORMAL WEIGHT, AIR -ENTRAINED CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 POUNDS PER SQUARE INCH AT 28 DAYS. TYPE 1-11 PORTLAND CEMENT WILL BE USED WITH A MAXIMUM AGGREGATE SIZE OF 3/4' AND 6% ±1% AIR ENTRAINMENT. ALL CONCRETE WILL HAVE A MAXIMUM WATER/CEMENT (W/C) RATIO OF 0.48. 3. ALL CONCRETE FLATWORK SHALL HAVE A STIFF BROOM FINISH AND HAVE A SLOPE OF 1/8" PER FOOT UNLESS NOTED OTHERWISE, 4. REINFORCING BARS SHALL BE NEW NULET STEEL CONFORMING To AS.T.M. A615, GRADE 60, DEFORMED. 5. DETAIL, FABRICATE AND ERECT REINFORCEMENT BARS, MOULDING BAR SUPPORTS, SPACERS, ETC. IN ACCORDANCE WITH "DETAILING OF CONCRETE REINFORCEMENT' (AG.I ' 315-80, REV, 1986). 6. UNLESS OTHERWISE NOTED, ALL LAP SPLICES SHALL BE CLASS B CONFORMING TO ACI 318-95, 7. A CHAMFER OF I" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE IN ACCORDANCE WITH AC 1, 301 SECTION 4.2,4 UNLESS OTHERWISE NOTED, 8, CONCRETE WORK SHALL BE COORDINATED WITH THE MECHANICAL, EQUIPMENT, AND ELECTRICAL WORK TO ASSURE THAT ALL AFFECTED PIPES, CONDUITS INSERTS, EFC. ARE IN PLACE AND VERIFIED BEFORE PLACING CONCRETE, 9, CONCRETE COVER FOR REINFORCING BARS SHALL CONFORM TO THE FOLLOWING UNLESS INDICATED OTHERWISE ON THE DRAWINGS: -CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH GROUND - 2 INCHES -CONCRETE CAST AGAINST EARTH- 3 INCHES 10 COORDINATE LOCATION OF STEEL ANCHOR BOLTS WITH STEEL FABRICATOR PRIOR TO INSTALLATION IN FIELD. 11. CONTRACTOR SHALL PROVIDE SLEEVES FOR ALL WALL/SLAB PENETRATIONS (PIPING, CONDUIT, EFC.) POWER, TELCO AND COAX TO ENTER SITE UNDER EQUIPMENT SLAB. SEE STUB -UP PLAN 51 CONCRETE NOTES SHED GRADE OR PAVING MATCH PE & THICKNESS EXISTING A L J- 14 FROM _I "o POWER CONDUIT CENTER TO CENTER BACKFILL (SAND PER EARTHWORK SPECIFICATION) I I 1 11" (IMAU40 47" N 0213MM) VIEW SIDE VIEW DETAIL I 5L E� 1. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND STIPULATED IN THE SPECIFICATION PROJECT SUMMARY. 2. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 3. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE PCs EQUIPMENT, TOWER AREAS, AND ADJACENT BUILDINGS. 4. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND, FROZEN MATERIALS. SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 5, THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO THE CRUSHED STONE APPLICATION. 10E VIEW -B' 2500 PSI CONCRETE SLAB WITH #5 REBAR 12" O.C. EACH WAY FOR SLAB -ON -GRADE CONSTRUCTION IT WILL BE NECESSARY TO OVEREXCAVATE THE SITE BY 2'-0" AND IMPORT AN APPROVED GRANULAR FILL, THE FILL SHOULD BE COMPACTED To AT 3/4" CHAMFER EDGE PLAN LEAST 95% OF THE MAXIMUM DRY UNIT WEIGHT WITH A MOISTURE CONTENT WITHIN 2% OF THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE MODIFIED PROCTOR TEST (ASTM D-1557). COMPACTION REQUIREMENTS ALSO APPLY TO BACKFILL FOR UTILITY TRENCHES AND FOUNDATION EXCAVATIONS WITHIN STRUCTURES, DRIVEWAYS, OR PARKING LOT AREAS. COMPACTION SHOULD BE ACCOMPLISHED BY PLACING THE FILL IN SUCCESSIVE, HORIZONTAL, APPROXIMATELY SIX- TO EIGHT -INCH LOOSE LIFTS AND MECHANICALLY COMPACTING EACH LIFT TO AT LEAST THE SPECIFIED MINIMUM DRY DENSITY. 3m CON"M PAD TO BE PLACED ON 4" ANY ORGANIC MATERIAL, DELETERIOUS MATERIAL, OR DISTURBED SOIL SHOULD BE REMOVED SECTION COMPACTED 3/4- MINUS FROM FLATWORK AREAS, THE GROUND SURFACE SURROUNDING EXTERIOR STRUCTURES SHOULD BE SLOPED TO DRAIN AWAY IN ALL DIRECTIONS. 1. FOR CONCRETE NOTES SEE DETAIL 5/A-3. 2. GRAVEL SHALL BE NATURAL OR CRUSHED STONE WITH 100 PERCENT PASSING 1 INCH SIEVE, 6 1 CIVIL NOTES SCALE I SLAB DETAIL f I S_cl KLI N.T.S.N.T... . -Li I ALL SIGNS SHALL HAVE A MINIMUM 5-Y11, GW11-14TEE WITHOUT SHOWING 014Y SIGNS OF FADING OR DEGRADATION ALL SIGNS SHALL HAVE ROUNDED CORNERS WITH PRE -DRILLED HOLES AND WEATHER PROOF PRESSURE SENSITIVE ADHESIVE BACKING FOR MOUNTING. SIGN REQUIREMENTS: MATERIAL- 8 1/2"xll" 60MIL THICK WHITE PLASTIC. COLOR AND LETTERING- PER OSHA 1910,145: REGULATIONS OF ACCIDENT PREVENTION SIGNS AND TAGS MOUNTING- SIGN SHOULD BE PLACED ON FUEL TANK NO SMOKING 114SOLALE4 .T B SIGNAGE NOTES N.MS, ANCHOR _NOTE; 1,(4)-1/2-0 STAINLESS STEEL KWIK BOLT 3 EXP, ANCHORS W/ 3-3/4- EMBED. EA. LONG SIDE OF GENERATOR, (5) TOTAL 2=14TRACTOR TO VERIFY WITH GENERATOR MANUFACTURERS SPECS PRIOR TO ATTACHMENT DIESEL REFER TO ANCH NOTE (TYR) CONCRETE SLAB 0 EIV omw MW pw ff I I moll 11 KDC ARCHITECMENGINEERS, P.C_ 4720 ZOM STREET SIN SURE 200 LYNNWOOD, WA 98036 PHONE: 42 . 67 8651 FA)rz 4255.7102:0846 I�Pr,.E�TERED DATE: 04/19/2007 DRAWN BY: BJG CHECKED BY: EJC REVISIONS ,ALE T.S. DATE DESCRIPTION BY 07/14 ISSUED FOR CONST. Cic 2005 PER CITY COMMENTS 05/14 ISSUED FOR CONST, Cic 2005 PER CITY COMMENTS DG/19 ISSUED FOR REVISED -2 07 CONSTRUCTION 8JG CITY OF FEDERAL W CONTRAVOR TO PROV0e SIGN PER VLRP!0N WlRf"fVaAaDEM -rAKIK LABEL PROJECI: SEA- CEEJAY 2041 S 324TH ST. FEDERAL WAY, WA. 9 4y :�. J� COMPAC ELEVATION oo / O ® o COMPAC PLAN MATER14S KEYSTONE UNITS 6" CRUSHED ROCK LEVELING PAD �. ELEVATION 8"'STEP F" ri � 2.A"=--- SECTION ,LEV I A TAI A. KEYSTONE WALL UNITS SHALL BE "COMPAC" STYLE AND SHALL HAVE A MINIMUM 28—DAY COMPRESSIVE STRENGTH OF 3.000 PSI. STANDARD WEIGHT CONCRETE SHALL HAVE A MAXIMUM MOISTURE ABSORPTION OF B%. FIBERGLASS CONNECTING PINS A.. CONNECTING PINS SHALL BE 1/2" DIAMETER THERMOSET ISOPTHALIC POLYESTER RESIN—PULTRUDED FIBERGLASS REINFORCEMENT RODS SUPPLIED BY THE MANUFACTURER. KEYSTONE KAPSEALTM CONSTRUCTION ADHESIVE A. MATERIAL SHALL CONFORM TO ASTM 2339 AND SHALL BE SUPPLIED BY THE KEYSTONE UNIT SUPPLIER. GEOGRID A. GEOGRID SHALL BE MIRAFI MIRAGRID 5XT+ ULTIMATE WIDE TE.NSU 'STRENGTH :PL"R ASTM D 4549 = 3525 LBS/FT CREEP REDUCED STRENCT)l PER ASTM .D 5262 = 2115 UBS/Fr LONG TERM DESIGN STRENOTH PER; GRI—GG4 = 1702 L9S/F"T BASE LEVELING AND PAD MATERIAL A. MATERIAL SHALL CONSIST OF COMPACTED CRUSHED STONE AS SHOWN ON THE CONSTRUCTION DRAWING. UNIT FILL A. UNIT FILL SHALL CONSIST OF CLEAN 1" MINUS CRUSHED STONE OR CRUSHED GRAVEL MEETING THE FOLLOWING GRADATION: SIEVE SIZE %PASSING V 100 3/4" 75-100 NO. 4 0-10 NO. 50 0-5 REINFORCED BACKFILL A. REINFORCED BACKFILL MATERIAL SHALL BE AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER. SEE GEOTECHNICAL REPORT NO. 8-91M-12071-0 BY AGRA EARTH AND ENVIRONMENTAL DATED MARCH 4, 1995. BACKFILL AND EXTENDED OVER THE FIBERGLASS PINS. PLACE NEXT UNIT. PULL GRID TAUGHT AND BACKFILL. STAKE AS REQUIRED. A LEYEL N a, NOTE 1.: THE LEVELING PAD IS TO BE CONSTRUCTED OF CRUSHED STONE, 2, THE BASE FOUNDATION IS TO BE APPROVED BY THE SITE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF THE LEVELING PAD. COMPAC UNIT WIDTH: I E *DEPTH: 12°` HEIGHT: 8'" *WEIGHT: 85 LEIS ... SLOPE CUT MINI CAP UNIT WIDTH: 18"; 'DEPTH: 10" HEIGHT: B": *WEIGHT: 45 LES UNIT FACE 6" CRUSHED ROCK LEVELING PAD QRIQ & PINCONNECTION PA UNIT A PA 15QMLTRl9,,YlE9 SCALE: 1 „ — l `—O" *DIMENSIONS & WEIGHT MAY VARY BY REGION INSTALLATION EXCAVATION GEOGRID INSTALLATON A CONTRACTOR SHALL EXCAVATE TO THE LINES AND GRADES SHOWN ON THE A,., GEOGRID SHALL BE LAID AT THE PROPER ELEVATIONS AND ORIENTATION AS CONSTRUCTION DRAWINGS. CONTRACTOR SHALL BE CAREFUL NOT TO DISTURB SHOWN ON THE CONSTRUCTION DRAWINGS OR AS DIRECTED BY THE EMBANKMENT AND FOUNDATION MATERIALS BEYOND LINES SHOWN. ENGINEER. SOIL PREPARATION S. CORRECT ORIENTATION (ROLL DIRECTION) OF THE GEOGRID SHALL BE VERIFIED .FOUNDATION A.: FOUNDATION SOIL SHALL BE EXCAVATED AS REQUIRED FOR LEVEUNG PAD C- BY THE CONTRACTOR. THE D SOIL REINFORCEMENT SHALL BE CONNECTED TO THE DIMENSIONS SHOWN ON THE CONSTRUCTION DRAWINGS, OR AS DIRECTED KEYSTTONEONE WALL UNITS BY PLACING THE GEOGRID OVER FIBERGLASS PINS BY THE ENGINEER. AND LAYING THE GRID BACK TO THE FILL SIDE. B- PROJECT GEOTECHNICAL ENGINEER SHALL OBSERVE AND APPROVE FOUNDATION D: THE GEOGRID SHALL BE PULLED TAUT ELIMINATE LOOSE SOILS PRIOR TO PLACEMENT OF CRUSHED ROCK LEVELING PAD. . FOLDS AND PRETENSION THE REINFORCEMENT. STAKE OR SECURE BACK C. OVER —EXCAVATED AREAS SHALL BE BACKFILLED WITH APPROVED EDGE OF GEOGRID PRIOR TO AND DURING BACKFILL AND COMPACTION,,. COMPACTED BACKFILL MATERIAL. FILL PLACEMENT BASE LEVELING PAD A BACKFILL MATERIAL SHALL BE PLACED IN 8" LIFTS AND COMPACTED TO 95% A. LEVELING PAD MATERIALS SHALL BE PLACED UPON APPROVED OF STANDARD PROCTOR DENSITY. AS DETERMINED IN ACCORDANCE WITH FOUNDATION AS SHOWN ON THE CONSTRUCTION DRAWINGS TO A MINIMUM ASTM D698, THE INPLACE MOISTURE CONTENT SHALL NOT EXCEED THE THICKNESS OF 6". OPTIMUM MOISTURE CONTENT AS DETERMINED IN ACCORDANCE WITH 8.. AGGREGATE MATERIAL SHALL BE COMPACTED TO PROVIDE A DENSE, LEVEL ASTM D698 AND BE NO LOWER THAN 2% BELOW OPTIMUM MOISTURE SURFACE ON WHICH TO PLACE THE FIRST COURSE OF MODULAR UNITS,. CONTENT. COMPACTION SHALL BE TO 95% OF STANDARD PROCTOR DENSITY AS B. BACKFILL SHALL BE PLACED, SPREAD AND COMPACTED IN SUCH A MANNER DETERMINED IN ACCORDANCE WITH ASTM D698„ THAT MINIMIZES THE DEVELOPMENT OF SLACK OR LOSS OF PRETENSION OF UNIT INSTALLATION THE GEOGRID. A- THE FIRST COURSE OF CONCRETE MODULAR WALL UNITS SHALL BE CAREFULLY C. ONLY HAND —OPERATED COMPPCTION EQUIPMENT SHALL BE ALLOWED PLACED ON THE BASE LEVELING PAD. EACH UNIT SHALL BE CHECKED FOR WITHIN 3` OF THE BACK SURFACE OF THE KEYSTONE UNITS. LEVEL AND ALIGNMENT. D- BACKFILL SHALL BE PLACED FROM THE WALL BACK TOWARDS THE B. UNITS ARE PLACED SIDE BY SIDE FOR FULL LENGTH OF WALL ALIGNMENT,: EMBANKMENT TO ENSURE THAT THE GEOGRID REMAINS TAUT. ALIGNMENT MAY BE DONE BY MEANS OF A STRING LINE OR OFFSET FROM E. TRACKED CONSTRUCTION EQUIPMENT SHALL NOT BE OPERATED DIRECTLY ON A BASE LINE. THE GEOGRID. A MINIMUM BACKFILL THICKNESS OF 6" IS REQUIRED PRIOR C. INSTALL FIBERGLASS CONNECTING PINS AND FILL ALL VOIDS IN AND AROUND TO OPERATION OF TRACKED VEHICLES OVER THE GEOGRID. TURNING OF THE MODULAR UNITS WITH UNIT FILL MATERIAL,. TAMP OR ROD UNIT FILL TO TRACKED VEHICLES SHOULD BE KEPT TO A MINIMUM TO PREVENT TRACKS INSURE THAT ALL VOIDS ARE COMPLETELY FILLED. FROM DISPLACING THE FILL AND DAMAGING THE GEOGRID. D. SWEEP EXCESS MATERIAL FROM TOP OF UNITS AND INSTALL NEXT F. RUBBER —TIRED EQUIPMENT MAY PASS OVER THE GEOGRID REINFORCEMENT COURSE, ENSURE THAT EACH COURSE IS COMPLETELY UNIT FILLED, AT SLOW SPEEDS, (LESS THAN 10 MPH.) AVOID SUDDEN BRAKING AND BACKFILLED AND COMPACTED PRIOR TO PROCEEDING TO NEXT COURSE- SHARP TURNING.. E. PLACE EACH SUBSEQUENT COURSE ENSURING THAT PINS PROTRUDE INTO CAP INSTALLATION ADJOINING COURSES A MINIMUM OF 1". TWO PINS ARE REQUIRED PER A. PLACE KEYSTONE CAP UNITS OVER PROJECTING PINS FROM UNITS UNIT. PULL EACH UNIT FORWARD, AWAY FROM THE FILLING ZONE, LOCKING BELOW.. PULL FORWARD TO SETBACK POSITION_ BACKFILL AND COMPACT TO AGAINST THE PINS IN THE PREVIOUS COURSE AND BACKFILL AS THE COURSE FINISHED GRADE WITH LOW PERMEABILITY SOIL. IS COMPLETED. REPEAT PROCEDURE TO THE EXTENT OF WALL HEIGHT, B. PROVIDE PERMANENT MECHANICAL CONNECTION TO WALL UNITS WITH UNIT CORE FILL KEYSTONE KAPSEALTM CONSTRUCTION ADHESIVE. APPLY ADHESIVE A. ONE CUBIC FOOT, MINIMUM, OF UNIT CORE FILL SHALL BE USED FOR EACH TO TOP SURFACE OF UNIT BELOW AND PLACE CAP UNIT INTO POSTION. SQUARE FOOT OF WALL FACE. UNIT CORE FILL SHALL BE PLACED WITHIN CORES OF, BETWEEN, AND BEHIND UNITS TO MEET THIS REQUIREMENT. S R! ral! if T-1112i COMPACTED BACKFILL FILTER FABRIC OVERLAP TOP LAYER WASHED ROCK 1-1/2" - 3/4" LIGHTLY COMPACTED BACKFILL 6" DIA. RIGID PERFORATED I: PIPE. HOLES TURNED DOWN RECEIVED CITY OF FEDERAL Y BUILDING DEPT. a } 3� a 200TH SMEr 0 LYNNWOOD, PHONE: 425.670.Ml FAX 42S.712.0846 b ee • DATE: 04/19/2007 DRAWN BY: BJG CHECKED BY: EJC REVISIONS DATE DESCRIPTION BY 02/14 ISSUED FOR CONST. CJC 2005 PER CITY COMMENTS 03/14 ISSUED FOR CONST. ,. CJC. 2005 PER CITY COMMENTS t)4/19.. ISSUED FOR REVISED BJG 2007I CONSTRUCTION 2041 S 324TH ST FEDERAL WAY, WA. m KEYED NOTES <>/,'�.� CONTRACTOR SHALL INSTALL NEW AUTpOWg C TRANSFER SWITCH PROVIDED.. BY VERIZON MRELESS CONTRACTOR SHALL REMOVE EXISTING, MANUAL tRANSFER'519ftCH AND EXISTING GENERATOR RECEPTACLE.. CONTRACTOR SHALL @NS:rALL NEW AUTOMATIC TRANSFER SWITCH INSIDE EXISTING EQUIPMENT SHELTER. CONTRACTOR SHALL' MAINTAIN 3 FOOT CLEARANCE IN FRONT OF TRANSFER SWITCH. CONTRACTOR SHALL PROVIDE NEW FEEDER FROM EXISTING MAIN DISCONNECT SWITCH TO NEW AUTOMATIC TRANSFER SWITCH IF REQUIRED. .,**..EXISTING PANELBOARD TO REMAIN, CONTRACTOR SHALL PROVIDE NEW FEEDER FROM `^+..;;."'':EXISTING PANELBOARD TO NEW TRANSFER SWITCH LOCATION. /3`., NEW STAND-BY GENERATOR PROVIDED BY VERIZON WIRELESS INSTALLED BY CONTRACTOR. '^.,/'GENERATOR TO BE PROVIDED COMPLETE WITH WEATHERPROOF HOUSING,BATTERY CHARGER AND WATER JACKET HEATER. MOUNT GENERATOR TO NEW CONCRETE PAD AS SHOWN ON DETAIL 6/A-3,.. MOUNT TO CONCRETE PAD WITH VIBRATION ISOLATORS. ..CONTRACTOR SHALL PROVIDE RACEWAY FROM GENERATOR CONTROL SECTION TO NEW AUTOMATIC TRANSFER SWITCH. CONTRACTOR SHALL VERIFY EXACT QUANTITY OF CONTROL CONDUCTORS WITH GENERATOR OPTIONS PROVIDED, ,,,-,,CONTRACTOR SHALL PROVIDE 120V (2#12 & 1#12G) CONNECTION TO RECEPTACLE FOR BATTERY CHARGER PROVIDED WITH GENERATOR. PROVIDE NEW 20A/lP CIRCUIT BREAKER TO MATCH EXISTING PANELBOARD MOUNTED IN EXISTING SPACE, VERIFY LOAD PRIOR TO ROUGH IN, CONTRACTOR S14ALL PROVIDE 120V (2012 & 1#T20) CONNECTION TO RECEPTACLE FOR `-,?/ wmm ACKv NEATER PRoviDro WI4H. GENFERNTOR, PROVIDE NEW 2OA/l P CIRCUIT BREAKER To MATCH EXISTN'G PANFIi 3CrARD MOUNTED IN EXISTING SPADE-.'. VERIFY LOAD PRIOR TO ROUGH IN. .BRANCH CIRCUIT OUN D ENCASED IN 3/4" C TO EXISTING '^:% PANELBOARDINSIIDEEQU EQUIPMENT SHELTER. FEEDER SCHEDUL I Z1 (3 #3/0 & 1#6G) 2" C-EXISTING �;.—...::.-TOEXISTING SERVICE 2 (3 #3/0 & 1#6G) 2" C-NEW ENTRANCE DISCONNECT 3 (20#18-CONTROL & ALARM CONDUCTORS) 1" C-NEW NEW 20OA/3P Q 4 (1 #6G) 3/4" C-NEW AUTOMATIC -- [ TRANSFER SWITCH � ✓ Sx'#bNtie PA ERD �2 INSIDE EQUIPMENT SHELTER TOO MET REMAIN -NEW SoATOR ifA+w t ,1i'f G I EN£.ia+4,TQ�2 2 :.: r....: _. ..... ... .� iWR _,.. -RECEPTACLE FOR C'UNNECDON..O 200A/2P TO SAIMERY CHARCHARGER '� 4 n TREGFPTSCAL FOR (a CE iIECTIONN 70 WATER 6 WF -.�JJACT 1tE.A:TER il—TO EXISTING L...,. m. _....--„ - 2... "...:�. -.� ,.W � � �.% PANELBOARD A/ GROUND I ROD j j J�- 7 APPROX. LOCATION OF EXISTING EQUIPMENT 1 GROUND RING ROUTE (2) J2 BTCW TO R. EXISTING GROUND RING S ABOVE GROUND IN y. WATER TIGHT FLEX is PROPOSED VERIZON WIRELESS DIESEL GENERATOR 1' �l EXhSUNO VERIZON WIRELESS EQUIPMENT SHELTER PLANS PREI>AREQ BY: lim off ow IF ORIN IF IF I Elmo[ I KDC CHITECTS.EGIEE , P.C. 4720 ZOaTH STREET SW SUITE 200 LYNNWOOD, WA 9N36 PHONE: 425.670 51 FAX: 425.712.01146 5-172 P �g^�4sE;! t� p l s I p 4 p 1g� EXISTING CHAIN TaC TI`" ^�° 11�' >: rv�� LINK FENCE DATE: 04/19/2007 DRAWN BY: BJG CHECKED BY: EJC REVISIONS 1°., 2 GENERATOR GROUNDING PLANd DATE DESCRIPTION BY 11 X17" scAt€: 4a4�I' _..... _. 2f14', ISSUED FOR CONST. CJC ::COS PER CITY COMMENTS 3/14 ISSUED FOR CONST. CUC'. 2005. PER CITY COMMENTS 4.J0.9 ISSUED FOR REVISED 2007. CONSTRUCTION - BJG sc ED N,., N.T.. a.Ts. PROJECT: SEA- CEEJAY 2041 S 324TH ST, FEDERAL WAY, WA. 98003