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HomeMy WebLinkAbout09211 t• 60.0 {� DESIGNED APPURTENANCE LOADING t TYPE ELEVATION I TYPE ELEVATION 5/8"x 8 ft lightning rod 160 (4)96"x 12"x 3"Panel 140 (4)96"x 12"x 3"Panel 160 i(3)8'T-Arm Mounts 140 (4)96"x 12"x 3"Panel 1160 (4)96"x 12"x 3"Panel 120 (4)96"x 12"x 3"Panel 160 (4)96"x 12"x 3"Panel 120 (3)8'T-Arm Mounts 160 1(4)96"x 12"x 3"Panel 120 (4)96"x 12"x 3"Panel 1140 (3)8'T-Arm Mounts 1120 (4)96"x 12"x 3"Panel 1140 N o S MATERIAL STRENGTH mcoGRADE Fy Fu GRADE F Fu A572-50 150 ksi 165 ksi IA572-65 165 ksi 180 ksi TOWER DESIGN NOTES 1. Tower is located in Jefferson County,Washington. 2. Tower designed for Exposure C to the TIA-222-G Standard. o 3. Tower designed for a 85 mph basic wind in accordance with the TIA-222-G Standard. n 4. Tower is also designed for a 30 mph basic wind with 0.25 in ice.Ice is considered to 1140 ftft increase in thickness with height. 5. Deflections are based upon a 60 mph wind. 6. TOWER RATING:97.4% 0 0 0 0 m o M N 78.3It O 0 N m � 0 O < G m 33.5R ,�'� ,.1�'�'f•Yn `. AXIAL 36 KAl � � � MOMENT ' 1 , SHEAR'—[ 1 —, 330 kip ft a s 3 K a e S TORQUE 0 kip ft e q 30 mph WIND-0.2500 in ICE v ) �¢f"• r AXIAL �.•rv-;�•,�i•�:,�� :� 4� 32 K ����� MOMENT '�' ✓:`� SHEAR' \ 3022 kip-ft 29 K t j 1 0.0 ft TORQUE 0 kip ft z REACTIONS-85 mph WIND Base Plate(50 ksi) 2.50 in. X 67.00 in. Round o o w/(18)2 1/4 in.dia.Anchor Bolts z' m 3 Evenly Spaced on 60.00 in. B.C. 0 Paul J Ford and Company °b 60-Ft Mono ole: WA1 Mor an Hill. Port Townsend, VL 250 E. Broad Street Suite 1500 Pro/ect:24809-0022 Columbus, OH 43215 C11ent Ehresmann Engineering(Drawn by Maria C Lopez!APP'd: Phone:614.221.6679 code: TIA-222-G I Date:10/06/09 scale: NTS FAX 614.448.41 C15 Path'Ta248 Ehresmann12009Q4809-0022@4809-0022 no reduction eri Dwg No.E-1 EHRESMANNENGINEERING P A U L J . FORD AND COMPANY S T R U C T U R A L E N G I N E E R S 4400 WEST 31 ST STREET,YANKTON, SD 57078 250 East Broad Street- Suite 1500 Columbus,Ohio 43215 PH:(605)665-7532 FAX:(605)665-9780 (614) 221-6679 www.pjfweb.com CLPOLE & FOUNDATION J 0 B D A T A POLE SHAFT z Page 2 of 2 IJob No. 24809-0022 & BASE PL. ANCHOR By MCL d D esign No. ete 10-06-2009 RODS w Chk d By '1 Rev. No. Rev. Dote DOUBLE HEAVY �1 HEX NUT HEAVY HEX 0 Pole 160—FT MONOPOLE. LEVELING NUT d Site WA1 MORGAN HILL; PORT TOWNSEND, WASHINGTON Owner VERIZON WIRELESS 3" GAP N Ref. No. EHRESMANN J.O. 79620 WITH 1/4" (NO GROUT) Design ACCORDING TO TIIAHEA-222—F 1I996 2" CLR NOTES: CO I I FIN GRADE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. CONCRETE SHALL BE AIR ENTRAINED (6±1.5%). CCONCRETE SHALL ONCRETE WORK SHALL L BE IN UM WATER/CEMENT A ER/C WITH T�RATI BUILDING 0.46. L CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318, LATEST EDITION. FOUNDATION INSTALLATION SHALL BE IN ACCORDANCE WITH ACI 336, "STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF DRILLED PIERS", TEMPLATE LATEST EDITION. AND NUTS (12)—#4 TIES (� 2. REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615 (GRADE 60) EXCEPT THAT CAISSON TIES MAY BE ASTM A-615 6" C/C (GRADE 40). ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", ACI 315, LATEST EDITION, UNLESS DETAILED OTHERWISE ON THIS DRAWING. REM #4 3. SEE PAGE 1 FOR ANCHOR ROD QUANTITY, SIZE, LENGTH, AND BOLT o TIES @ CIRCLE. z 12" C/C z 3" CLR 4. APPROXIMATE CONCRETE VOLUME = 41 CUBIC YARDS. 0 cNi1 5. FOUNDATION DESIGN IS BASED UPON GEOTECHNICAL EXPLORATION a REPORT U PREPARED BY: ADAPT ENGINEERING, INC. REPORT NO.: WA09-15850—GEO z_ 1'-10" DATED: MAY 14, 2009 MIN LAP 6. CONTRACTOR SHALL READ THE GEOTECHNICAL REPORT AND CONSULT THE GEOTECHNICAL ENGINEER AS NECESSARY PRIOR TO CONSTRUCTION. 00 7. THE FOUNDATION WAS DESIGNED USING THE FOLLOWING FACTORED LOADS: MOMENT: 3022 FT—KIPS SHEAR: 29 KIPS AXIAL: 32 KIPS (28)-#9 VERT REINF FULL HEIGHT � 6 7 -o0 SHAFT CAISSON DRILLED PIER FOUNDATION ©Copyright 2009 by Paul J. Ford & Company, All Rights Reserved e RISA Tower Job 60-Ft Monopole: WA1 Morgan Hill. Port Townsend, WA Page 1 of 13 Paul J Ford and Company Project Date 250 E.Broad Street Suite 1500 24809-0022 15:37:04 10/06/09 Columbus,OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering Maria C Lopez FAX:614.448.4105 Tower Input Data There is a pole section. This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in Jefferson County,Washington. Basic wind speed of 85 mph. Structure Class I1. Exposure Category C. Topographic Category 3. Crest Height 100.00 ft. Nominal ice thickness of 0.2500 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 30 mph is used in combination with ice. Temperature drop of 50'F. Deflections calculated using a wind speed of 60 mph. A non-linear(P-delta)analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Local bending stresses due to climbing loads,feedline supports,and appurtenance mounts are not considered. Options Consider Moments-Legs Distribute Leg Loads As Uniform q Treat Feedline Bundles As Cylinder Consider Moments-Horizontals Assume Legs Pinned Use ASCE 10 X-Brace Ly Rules Consider Moments-Diagonals Assume Rigid Index Plate Calculate Redundant Bracing Forces Use Moment Magnification Use Clear Spans For Wind Area Ignore Redundant Members in FEA Use Code Stress Ratios Use Clear Spans For KL/r SR Leg Bolts Resist Compression Use Code Safety Factors-Guys Retension Guys To Initial Tension All Leg Panels Have Same Allowable Escalate Ice Bypass Mast Stability Checks Offset Girt At Foundation Always Use Max Kz Use Azimuth Dish Coefficients 4 Consider Feedline Torque Use Special Wind Profile Project Wind Area ofAppurt. Include Angle Block Shear Check Include Bolts In Member Capacity Autocalc Torque Arm Areas ? Leg Bolts Are At Top Of Section SR Members Have Cut Ends Include Shear-Torsion Interaction Secondary Horizontal Braces Leg Sort Capacity Reports By Componert Always Use Sub-Critical Flow Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted Sockets Add IBC.6D+W Combination Tapered Pole Section Geometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides in in in in LI 160.00-114.00 46.00 4.25 18 18.0000 28.5000 0.1875 0.7500 A572-50 (50 ksi) L2 114.00-78.25 40.00 5.25 18 27.1549 36.3125 0.2500 1.0000 A572-65 (65 ksi) L3 78.25-33.50 50.00 6.50 18 34.6106 46.0000 0.3125 1.2500 A572-65 Job e g Pa '�A71'®wer 60-Ft Monopole: WA1 Morgan Hill. Port Townsend, WA 2 of 13 Paul J Ford and Company Project Date 250 E.Broad Street Suite I500 24809-0022 15:37:04 10/06/09 Columbus,OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering FAX 614.448.4105 Maria C Lopez Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides_ in in in in (65 ksi) L4 33.50-0.00 40.00 18 43.8944 53.0000 0.3125 1.2500 A572-65 (65 ksi) Tapered Pole Properties Section Tip Dia. Area I r C 1/C J It/Q w w/t in in' in' in in in' in in' in LI 18.2777 10.6007 424.9328 6.3234 9.1440 46.4712 850.4248 5.3013 2.8380 15.136 28.9397 16.8495 1706.3979 10.0509 14.4780 117.8614 3415.0411 8.4263 4.6860 24.992 L2 28.5618 21.3490 1952.4418 9.5512 13.7947 141.5358 3907.4528 10.6765 4.3393 17.357 36.8727 28.6156 4701.6671 12.8022 18.4468 254.8778 9409.5207 14.3105 5.9510 23.804 L3 36.3588 34.0194 5055.9551 12.1758 17.5822 287.5616 10118.5629 17.0129 5.5415 17.733 46.7096 45.3163 11950.5138 16.2191 23.3680 511.4051 23916.7524 22.6625 7.5460 24.147 L4 46.0740 43.2278 10373.1839 15.4716 22.2983 465.1998 20760.0170 21.6180 7.1754 22.961 53.8176 52.2594 18328.0884 18.7041 26.9240 680.7342 36680.2933 26.1347 8.7780 28.09 Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Diagonals Hori=ontals ft f? in in in LI 1 1 1 160.00-114.00 L2 1 1 1 114.00-78.25 L3 78.25-33.50 1 1 1 L4 33.50-0.00 1 1 1 Feed Lime/Linear Applu tenances - Entered As Area Description Face Allow Component Placement Total CAAA Weight or Shield Type Number Leg ft Aft pf LDF7-50A (1 5/8" C No Inside Pole 160.00-0.00 12 No Ice 0.00 0.92 foam) 1/2"Ice 0.00 0.92 LDF7-50A (1 5/8" C No Inside Pole 140.00-0.00 12 No Ice 0.00 0.92 foam) 1/2"Ice 0.00 0.92 LDF7-50A (1 5/8" C No Inside Pole 120.00-0.00 12 No Ice 0.00 0.92 foam) 1/2"Ice 0.00 0.92 Feed Line/Linear Appurtenances Section Areas Tower Tower Face As AF CAAA CAAA Weight Section Elevation In Face Out Face ft f? k f? f? L1 160.00-114.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.86 Job e gPa SA- et'1 w 60-Ft Monopole: WA1 Morgan Hill. Port Townsend, WA 3 of 13 Paul J Ford and Company Project Date 250 E.Broad Street Suite 1500 24809-0022 15:37:04 10/06/09 Columbus,OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering Maria C Lopez FAX. 614.448.4105 Tower Tower Face AR AF CAAA CAAA Weight Section Elevation In Face Out Face ft f? --- f? fry fry K L2 114.00-78.25 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 1.18 L3 78.25-33.50 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 1.48 L4 33.50-0.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 1.11 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF CAAA CAAA Weight Section Elevation or Thickness In Face Out Face ft Leg in fry f? fry fry K LI 160.00-114.00 A 0.590 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.86 L2 114.00-78.25 A 0.586 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 1.18 L3 78.25-33.50 A 0.590 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 1.48 L4 33.50-0.00 A 0.584 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 1.11 Feed Line Center of Pressure Section Elevation CP.Y CPZ CPa CPZ Ice Ice _ ft in in in in L1 160.00-114.00 0.0000 0.0000 0.0000 0.0000 L2 114.00-78.25 0.0000 0.0000 0.0000 0.0000 L3 78.25-33.50 0.0000 0.0000 0.0000 0.0000 L4 33.50-0.00 0.0000 0.0000 0.0000 0.0000 Shielding Factor Ka Tower Feed Line Description Feed Line Ko Ka Section Record No. Segment Elev. No Ice Ice Discrete Tower Loads Job Page RISA Tower 60-Ft Monopole: WA1 Morgan Hill. Port Townsend, WA 4 of 13 Paul J Ford and Company Project Date 250 E.Broad Street Suite 1500 24809-0022 15:37:04 10/06/09 Columbus,OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering Maria C Lopez FAX:614.448.4105 P Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft 0 ft fry fry K ft ft 5/8"x 8 ft lightning rod C From Face 0.00 0.0000 160.00 No Ice 0.50 0.50 0.01 0.00 1/2"Ice 1.31 1.31 0.01 4.00 (4)96"x 12"x 3"Panel A From Face 4.00 0.0000 160.00 No Ice 11.47 4.00 0.06 0.00 1/2"Ice 12.08 4.92 0.11 0.00 (4)96"x 12"x 3"Panel B From Face 4.00 0.0000 160.00 No Ice 11.47 4:00 0.06 0.00 1/2"Ice 12.08 4.92 0.11 0.00 (4)96"x 12"x 3"Panel C From Face 4.00 0.0000 160.00 No Ice 11.47 4.00 0.06 0.00 1/2"Ice 12.08 4.92 0.11 0.00 (3)8'T-Arm Mounts C None 0.0000 160.00 No Ice 10.84 10.84 0.37 1/2"Ice 12.41 12.41 0.42 *s (4)96"x 12"x 3"Panel A From Face 4.00 0.0000 140.00 No Ice 11.47 4.00 0.06 0.00 1/2"Ice 12.08 4.92 0.11 0.00 (4)96"x 12"x 3"Panel B From Face 4.00 0.0000 140.00 No Ice 11.47 4.00 0.06 0.00 1/2"Ice 12.08 4.92 0.11 0.00 (4)96"x 12"x 3"Panel C From Face 4.00 0.0000 140.00 No Ice 11.47 4.00 0.06 0.00 1/2"Ice 12.08 4.92 0.11 0.00 (3)8'T-Arm Mounts C None 0.0000 140.00 No Ice 10.84 10.84 0.37 1/2"Ice 12.41 12.41 0.42 (4)96"x 12"x 3"Panel A From Face 4.00 0.0000 120.00 No Ice 11.47 4.00 0.06 0.00 1/2"Ice 12.08 4.92 0.11 0.00 (4)96"x 12"x 3"Panel B From Face 4.00 0.0000 120.00 No Ice 11.47 4.00 0.06 0.00 1/2"Ice 12.08 4.92 0.11 0.00 (4)96"x 12"x 3"Panel C From Face 4.00 0.0000 120.00 No Ice 11.47 4.00 0.06 0.00 1/2"Ice 12.08 4.92 0.11 0.00 (3)8'T-Arm Mounts C None 0.0000 120.00 No Ice 10.84 10.84 0.37 1/2"Ice 12.41 12.41 0.42 Tower Pressures - No Ice GH=I.100 Section z Kz q; AG F AF AR A, Leg CAAA CAAA Elevation a % In Out c Face Face t ft PS t e fC t lz t ? L 1 135.29 1.349 25 90.500 A 0.000 90.500 90.500 100.00 0.000 0.000 e SA Tower Job 60-Ft Monopole: Pa WA1 Morgan Hill. Port Townsend, WA g 5 of 13 Paul J Ford and Company Project Date 250 E.Broad Street Suite 1500 24809-0022 15:37:04 10/06/09 Columbus,OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering Maria C Lopez FAX 614.448.4105 Section _ KZ q= AG F AF AR A,, Leg CAAA CAAA Elevation a % In Out c Face Face t t Psf f� e t t l � 160.00-114.00 B 0.000 90.500 100.00 0.000 0.000 C 0.000 90.500 100.00 0.000 0.000 L2 95.31 1.253 26 97.470 A 0.000 97.470 97.470 100.00 0.000 0.000 114.00-78.25 B 0.000 97.470 100.00 0.000 0.000 C 0.000 97.470 100.00 0.000 0.000 L3 78.25-33.50 54.68 1.115 27 154.888 A 0.000 154.888 154.888 100.00 0.000 0.000 B 0.000 154.888 100.00 0.000 0.000 C 0.000 154.888 100.00 0.000 0.000 L4 33.50-0.00 15.99 0.86 30 139.432 A 0.000 139.432 139.432 100.00 0.000 0.000 B 0.000 139.432 100.00 0.000 0.000 C 0.000 139.432 100.00 0.000 0.000 Tower Pressure With Ice Gq=I.IOo Section = KZ q1 tZ AG F AF AR A,, Leg CAAA CAAA Elevation a % In Out c Face Face t ft Psf in � e t, � L1 135.29 1.349 3 0.5900 95.023 A 0.000 95.023 95.023 100.00 0.000 0.000 160.00-114.00 B 0.000 95.023 100.00 0.000 0.000 C 0.000 95.023 100.00 0.000 0.000 L2114.00-78.25 95.31 1.253 3 0.5863 100.985 A 0.000 100.985 100.985 100.00 0.000 0.000 B 0.000 100.985 100.00 0.000 0.000 C 0.000 100.985 100.00 0.000 0.000 L3 78.25-33.50 54.68 1.115 3 0.5896 159.261 A 0.000 159.261 159.261 100.00 0.000 0.000 B 0.000 159.261 100.00 0.000 0.000 C 0.000 159.261 100.00 0.000 0.000 L4 33.50-0.00 15.99 H6 4 0.5841 142.724 A 0.000 142.724 142.724 100.00 0.000 0.000 B 0.000 142.724 100.00 0.000 0.000 C 1 0.000 142.724 100.00 0.000 0.000 Tower Pressure - Service GH=1.100 Section = KZ q. AG F AF AR A, Leg CAAA CAAA Elevation a % In Out c Face Face ft ft P'f fr e f? ft, t fry fry L1 135.29 1.349 11 90.500 A 0.000 90.500 90.500 100.00 0.000 0.000 160.00-114.00 B 0.000 90.500 100.00 0.000 0.000 C 0.000 90.500 100.00 0.000 0.000 L2 95.31 1.253 11 97.470 A 0.000 97.470 97.470 100.00 0.000 0.000 114.00-78.25 B 0.000 97.470 100.00 0.000 0.000 C 0.000 97.470 100.00 0.000 0.000 L3 78.25-33.50 54.68 1.115 12 154.888 A 0.000 154.888 154.888 100.00 0.000 0.000 B 0.000 154.888 100.00 0.000 0.000 C 0.000 154.888 100.00 0.000 0.000 L4 33.50-0.00 15.99 0.86 13 139.432 A 0.000 139.432 139.432 100.00 0.000 0.000 B 1 0.000 139.432 100.00 0.000 0.000 e SA sower .lob 60-Ft Monopole: WA1 Pa Morgan Hill. Port Townsend, WA g 6 of 13 Paul J Ford and Company Project Date 250 E.Broad Street Suite 1500 24809-0022 15:37:04 10/06/09 Columbus,OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering Maria C Lopez FAX:614.448.4105 Section = KZ q� AG F AF AR Ai, Leg CAAA CAAA Elevation a % In Out c Face Face t t PS t e 1 ft, t ? C 0.000 139.432 100.00 0.000 0.000 Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.6 Wind 0 deg-No Ice 3 0.9 Dead+1.6 Wind 0 deg-No Ice 4 1.2 Dead+1.6 Wind 30 deg-No Ice 5 0.9 Dead+1.6 Wind 30 deg-No Ice 6 1.2 Dead+1.6 Wind 60 deg-No Ice 7 0.9 Dead+1.6 Wind 60 deg-No Ice 8 1.2 Dead+1.6 Wind 90 deg-No Ice 9 0.9 Dead+1.6 Wind 90 deg-No Ice 10 1.2 Dead+1.6 Wind 120 deg-No Ice 11 0.9 Dead+1.6 Wind 120 deg-No Ice 12 1.2 Dead+1.6 Wind 150 deg-No Ice 13 0.9 Dead+1.6 Wind 150 deg-No Ice 14 1.2 Dead+1.6 Wind 180 deg-No Ice 15 0.9 Dead+1.6 Wind 180 deg-No Ice 16 1.2 Dead+1.6 Wind 210 deg-No Ice 17 0.9 Dead+1.6 Wind 210 deg-No Ice 18 1.2 Dead+1.6 Wind 240 deg-No Ice 19 0.9 Dead+1.6 Wind 240 deg-No Ice 20 1.2 Dead+1.6 Wind 270 deg-No Ice 21 0.9 Dead+1.6 Wind 270 deg-No Ice 22 1.2 Dead+1.6 Wind 300 deg-No Ice 23 0.9 Dead+1.6 Wind 300 deg-No Ice 24 1.2 Dead+1.6 Wind 330 deg-No Ice 25 0.9 Dead+1.6 Wind 330 deg-No Ice 26 1.2 Dead+1.01ce+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg-Service 40 Dead+Wind 30 deg-Service 41 Dead+Wind 60 deg-Service 42 Dead+Wind 90 deg-Service 43 Dead+Wind 120 deg-Service 44 Dead+Wind 150 deg-Service 45 Dead+Wind 180 deg-Service 46 Dead+Wind 210 deg-Service 47 Dead+Wind 240 deg-Service 48 Dead+Wind 270 deg-Service 49 Dead+Wind 300 deg-Service 50 Dead+Wind 330 deg-Service Page SA-I wet' Job 60-Ft Monopole: WA1 Morgan Hill. Port Townsend, WA 7 of 13 Paul J Ford and Company Project Date 250 E.Broad Street Suite 1500 24809-0022 15:37:04 10/06/09 Columbus,OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering FAX-614.448.4105 Maria C Lopez Maximum Member Forces Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K kip ft kip ft L 1 160-114 Pole Max Tension 45 0.00 0.00 0.00 Max.Compression 26 -9.89 0.00 -0.01 Max.Mx 8 -5.35 -366.22 -0.01 Max.My 14 -5.35 0.00 -366.22 Max.Vy 8 16.99 -366.22 -0.01 Max.Vx 14 16.99 0.00 -366.22 Max.Torque 8 -0.02 L2 114-78.25 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -15.34 0.00 -0.01 Max.Mx 8 -10.84 -1004.89 -0.01 Max.My 14 -10.84 0.00 -1004.90 Max.Vy 8 19.82 -1004.89 -0.01 Max.Vx 14 19.82 0.00 -1004.90 Max.Torque 8 -0.02 L3 78.25-33.5 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -25.20 0.00 -0.01 Max.Mx 8 -20.70 -1959.33 -0.01 Max.My 14 -20.70 0.00 -1959.33 Max.Vy 8 24.18 -1959.33 -0.01 Max.Vx 14 24.18 0.00 -1959.33 Max.Torque 8 -0.02 L4 33.5-0 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -36.46 0.00 -0.01 Max.Mx 8 -32.03 -3021.91 -0.01 Max.My 14 -32.03 0.00 -3021.92 Max.Vy 8 29.12 -3021.91 -0.01 Max.Vx 14 29.12 0.00 -3021.92 Max.Torque 8 -0.02 Maximum Reactions Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Pole Max.Vert 26 36.46 0.00 -0.00 Max.H. 21 24.04 29.10 -0.00 Max.H, 3 24.04 0.00 29.10 Max.Mx 2 3021.90 0.00 29.10 Max.M, 8 3021.91 -29.10 -0.00 Max.Torsion 20 0.02 29.10 -0.00 Min.Vert 15 24.04 0.00 -29.10 Min.H. 9 24.04 -29.10 -0.00 Min.H, 15 24.04 0.00 -29.10 Min.Mx 14 -3021.92 0.00 -29.10 Min.M. 20 -3021.91 29.10 -0.00 Min.Torsion 8 -0.02 -29.10 -0.00 Tower Mast Reaction Summary RISA T®wer Job 60-Ft Monopole: WA1 Morgan Hill. Port Townsend, WA Page 8 of 13 Paul J Ford and Company Project Date 250 E.Broad Street Suite 1500 24809-0022 15:37:04 10/06/09 Columbus,OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering Maria C Lopez FAX 614.448.4105 Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment,M Moment,M, K K K_ kip ft kip ft kip ft Dead Only 26.71 0.00 0.00 0.01 0.00 0.00 1.2 Dead+1.6 Wind 0 deg-No 32.05 0.00 -29.10 -3021.90 0.00 0.00 Ice 0.9 Dead+1.6 Wind 0 deg-No 24.04 0.00 -29.10 -2995.65 0.00 0.00 Ice 1.2 Dead+1.6 Wind 30 deg-No 32.05 14.55 -25.20 -2617.42 -1511.17 0.01 Ice 0.9 Dead+1.6 Wind 30 deg-No 24.04 14.55 -25.20 -2594.56 -1497.97 0.01 Ice 1.2 Dead+1.6 Wind 60 deg-No 32.05 25.20 -14.55 -1511.17 -2617.43 0.02 Ice 0.9 Dead+1.6 Wind 60 deg-No 24.04 25.20 -14.55 -1497.97 -2594.57 0.01 Ice 1.2 Dead+1.6 Wind 90 deg-No 32.05 29.10 0.00 0.01 -3021.91 0.02 Ice 0.9 Dead+1.6 Wind 90 deg-No 24.04 29.10 0.00 0.01 -2995.66 0.02 Ice 1.2 Dead+1.6 Wind 120 deg- 32.05 25.20 14.55 1511.18 -2617.43 0.02 No Ice 0.9 Dead+1.6 Wind 120 deg- 24.04 25.20 14.55 1497.98 -2594.57 0.02 No Ice 1.2 Dead+1.6 Wind 150 deg- 32.05 14.55 25.20 2617.44 -1511.17 0.01 No Ice 0.9 Dead+1.6 Wind 150 deg- 24.04 14.55 25.20 2594.57 -1497.97 0.01 No Ice 1.2 Dead+1.6 Wind 180 deg- 32.05 0.00 29.10 3021.92 0.00 0.00 No Ice 0.9 Dead+1.6 Wind 180 deg- 24.04 0.00 29.10 2995.67 0.00 0.00 No Ice 1.2 Dead+1.6 Wind 210 deg- 32.05 -14.55 25.20 2617.44 1511.17 -0.01 No Ice 0.9 Dead+1.6 Wind 210 deg- 24.04 -14.55 25.20 2594.57 1497.97 -0.01 No Ice 1.2 Dead+1.6 Wind 240 deg- 32.05 -25.20 14.55 1511.18 2617.43 -0.02 No Ice 0.9 Dead+1.6 Wind 240 deg- 24.04 -25.20 14.55 1497.98 2594.57 -0.02 No Ice 1.2 Dead+1.6 Wind 270 deg- 32.05 -29.10 0.00 0.01 3021.91 -0.02 No Ice 0.9 Dead+1.6 Wind 270 deg- 24.04 -29.10 0.00 0.01 2995.66 -0.02 No Ice 1.2 Dead+1.6 Wind 300 deg- 32.05 -25.20 -14.55 -1511.17 2617.43 -0.02 No Ice 0.9 Dead+1.6 Wind 300 deg- 24.04 -25.20 -14.55 -1497.97 2594.57 -0.01 No Ice 1.2 Dead+1.6 Wind 330 deg- 32.05 -14.55 -25.20 -2617.42 1511.17 -0.01 No Ice 0.9 Dead+1.6 Wind 330 deg- 24.04 -14.55 -25.20 -2594.56 1497.97 -0.01 No Ice 1.2 Dead+1.0 Ice+1.0 Temp 36.46 0.00 0.00 0.01 0.00 0.00 1.2 Dead+1.0 Wind 0 deg+1.0 36.46 0.00 -3.47 -329.52 0.00 0.00 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 deg+1.0 36.46 1.73 -3.00 -285.37 -164.77 0.00 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 deg+1.0 36.46 3.00 -1.73 -164.75 -285.39 0.00 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 deg+1.0 36.46 3.47 -0.00 0.01 -329.53 0.00 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 36.46 3.00 1.73 164.78 -285.39 0.00 deg+1.0 Ice+1.0 Temp Page SA Towe ' Job 60-Ft Monopole: WA1 Morgan Hill. Port Townsend, WA 9 of 13 Paul J Ford and Company Project Date 250 E.Broad Street Suite 1500 24809-0022 15:37:04 10/06/09 Columbus,OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering Maria C Lopez FAX 614.448.4105 Load Vertical Shear Shear Overturning Overturning Torque Combination Moment,M. Moment,M _ K �_K __ K loft _ k ft kip ft 1.2 Dead+1.0 Wind 150 36.46- _ 1.73 3.00 285.40 -164.77 0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 36.46 0.00 3.47 329.55 0.00 0.00 deg+1.0 lce+1.0 Temp 1.2 Dead+1.0 Wind 210 36.46 -1.73 3.00 285.40 164.77 -0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 36.46 -3.00 1.73 164.78 285.39 -0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 36.46 -3.47 -0.00 0.01 329.53 -0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 36.46 -3.00 -1.73 -164.75 285.39 -0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 36.46 -1.73 -3.00 -285.37 164.77 -0.00 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg-Service 26.71 0.00 -8.11 -838.78 0.00 0.00 Dead+Wind 30 deg-Service 26.71 4.05 -7.02 -726.40 -419.39 0.00 Dead+Wind 60 deg-Service 26.71 7.02 -4.05 -419.39 -726.41 0.00 Dead+Wind 90 deg-Service 26.71 8.11 0.00 0.01 -838.78 0.00 Dead+Wind 120 deg-Service 26.71 7.02 4.05 419.40 -726.41 0.00 Dead+Wind 150 deg-Service 26.71 4.05 7.02 726.42 -419.39 0.00 Dead+Wind 180 deg-Service 26.71 0.00 8.11 838.79 0.00 0.00 Dead+Wind 210 deg-Service 26.71 -4.05 7.02 726.42 419.39 -0.00 Dead+Wind 240 deg-Service 26.71 -7.02 4.05 419.40 726.41 -0.00 Dead+Wind 270 deg-Service 26.71 -8.11 0.00 0.01 838.78 -0.00 Dead+Wind 300 deg-Service 26.71 -7.02 4.05 419.39 726.41 -0.00 Dead+Wind 330 deg-Service 26.71 -4.05 -7.02 -726.40 419.39 -0.00 Solution Summary Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 1 0.00 -26.71 0.00 0.00 26.71 0.00 0.000% 2 0.00 -32.05 -29.10 0.00 32.05 29.10 0.008% 3 0.00 -24.04 -29.10 0.00 24.04 29.10 0.006% 4 14.55 -32.05 -25.20 -14.55 32.05 25.20 0.000% 5 14.55 -24.04 -25.20 -14.55 24.04 25.20 0.000% 6 25.20 -32.05 -14.55 -25.20 32.05 14.55 0.000% 7 25.20 -24.04 -14.55 -25.20 24.04 14.55 0.000% 8 29.10 -32.05 0.00 -29.10 32.05 -0.00 0.008% 9 29.10 -24.04 0.00 -29.10 24.04 -0.00 0.006% 10 25.20 -32.05 14.55 -25.20 32.05 -14.55 0.000% 11 25.20 -24.04 14.55 -25.20 24.04 -14.55 0.000% 12 14.55 -32.05 25.20 -14.55 32.05 -25.20 0.000% 13 14.55 -24.04 25.20 -14.55 24.04 -25.20 0.000% 14 0.00 -32.05 29.10 0.00 32.05 -29.10 0.008% 15 0.00 -24.04 29.10 0.00 24.04 -29.10 0.006% 16 -14.55 -32.05 25.20 14.55 32.05 -25.20 0.000% 17 -14.55 -24.04 25.20 14.55 24.04 -25.20 0.000% 18 -25.20 -32.05 14.55 25.20 32.05 -14.55 0.000% 19 -25.20 -24.04 14.55 25.20 24.04 -14.55 0.000% 20 -29.10 -32.05 0.00 29.10 32.05 -0.00 0.008% 21 -29.10 -24.04 0.00 29.10 24.04 -0.00 0.006% 22 -25.20 -32.05 -14.55 25.20 32.05 14.55 0.000% 23 -25.20 -24.04 -14.55 25.20 24.04 14.55 0.000% 24 -14.55 -32.05 -25.20 14.55 32.05 25.20 0.000% 25 -14.55 -24.04 -25.20 14.55 24.04 25.20 0.000% 26 0.00 -36.46 0.00 0.00 36.46 -0.00 0.000% e Pag SA Tower Job 60-Ft Monopole: WA1 Morgan Hill. Port Townsend, WA 10 of 13 Paul J Ford and Company Project Date 250 E.Broad Street Suite 1500 24809-0022 15:37:04 10/06/09 Columbus, OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering FAX 614.448.4105 Maria C Lopez Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K _ K K _ 27 0.00 -36.46 -3.47 0.00 36.46 3.47 0.001% 28 1.73 -36.46 -3.00 -1.73 36.46 3.00 0.001% 29 3.00 -36.46 -1.73 -3.00 36.46 1.73 0.001% 30 3.47 -36.46 0.00 -3.47 36.46 0.00 0.001% 31 3.00 -36.46 1.73 -3.00 36.46 -1.73 0.001% 32 1.73 -36.46 3.00 -1.73 36.46 -3.00 0.001% 33 0.00 -36.46 3.47 0.00 36.46 -3.47 0.001% 34 -1.73 -36.46 3.00 1.73 36.46 -3.00 0.001% 35 -3.00 -36.46 1.73 3.00 36.46 -1.73 0.001% 36 -3.47 -36.46 0.00 3.47 36.46 0.00 0.001% 37 -3.00 -36.46 -1.73 3.00 36.46 1.73 0.001% 38 -1.73 -36.46 -3.00 1.73 36.46 3.00 0.001% 39 0.00 -26.71 -8.11 0.00 26.71 8.11 0.006% 40 4.05 -26.71 -7.02 4.05 26.71 7.02 0.006% 41 7.02 -26.71 4.05 -7.02 26.71 4.05 0.006% 42 8.11 -26.71 0.00 -8.11 26.71 0.00 0.006% 43 7.02 -26.71 4.05 -7.02 26.71 4.05 0.006% 44 4.05 -26.71 7.02 4.05 26.71 -7.02 0.006% 45 0.00 -26.71 8.11 0.00 26.71 -8.11 0.006% 46 -4.05 -26.71 7.02 4.05 26.71 -7.02 0.006% 47 -7.02 -26.71 4.05 7.02 26.71 -4.05 0.006% 48 -8.11 -26.71 0.00 8.11 26.71 0.00 0.006% 49 -7.02 -26.71 4.05 7.02 26.71 4.05 0.006% 50 4.05 -26.71 -7.02 4.05 26.71 7.02 0.006% Non-Linear Convergence Results Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 6 0.00000001 0.00000001 2 Yes 15 0.00008042 0.00010980 3 Yes 15 0.00005526 0.00008764 4 Yes 20 0.00000001 0.00006974 5 Yes 19 0.00000001 0.00010889 6 Yes 20 0.00000001 0.00006971 7 Yes 19 0.00000001 0.00010885 8 Yes 15 0.00008042 0.00010981 9 Yes 15 0.00005526 0.00008765 10 Yes 20 0.00000001 0.00006975 11 Yes 19 0.00000001 0.00010890 12 Yes 20 0.00000001 0.00006972 13 Yes 19 0.00000001 0.00010886 14 Yes 15 0.00008042 0.00010980 15 Yes 15 0.00005526 0.00008764 16 Yes 20 0.00000001 0.00006972 17 Yes 19 0.00000001 0.00010886 18 Yes 20 0.00000001 0.00006975 19 Yes 19 0.00000001 0.00010890 20 Yes 15 0.00008042 0.00010981 21 Yes 15 0.00005526 0.00008765 22 Yes 20 0.00000001 0.00006971 23 Yes 19 0.00000001 0.00010885 24 Yes 20 0.00000001 0.00006974 25 Yes 19 0.00000001 0.00010889 26 Yes 6 0.00000001 0.00000001 27 Yes 15 0.00000001 0.00005217 Job e gPa SA Tower T 60-Ft Monopole: WA1 Morgan Hill. Port Townsend, WA 11 of 13 Paul J Ford and Company Project Date 250 E.Broad Street Suite]500 24809-0022 15:37:04 10/06/09 Columbus,OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering FAX.614.448.4105 Maria C Lopez 28 Yes 15 0.00000001 0.00005646 29 Yes 15 0.00000001 0.00005645 30 Yes 15 0.00000001 0.00005218 31 Yes 15 0.00000001 0.00005647 32 Yes 15 0.00000001 0.00005647 33 Yes 15 0.00000001 0.00005218 34 Yes 15 0.00000001 0.00005647 35 Yes 15 0.00000001 0.00005647 36 Yes 15 0.00000001 0.00005218 37 Yes 15 0.00000001 0.00005645 38 Yes 15 0.00000001 0.00005646 39 Yes 14 0.00014501 0.00009204 40 Yes 14 0.00014455 0.00013800 41 Yes 14 0.00014455 0.00013777 42 Yes 14 0.00014502 0.00009204 43 Yes 14 0.00014455 0.00013807 44 Yes 14 0.00014455 0.00013784 45 Yes 14 0.00014502 0.00009204 46 Yes 14 0.00014455 0.00013784 47 Yes 14 0.00014455 0.00013807 48 Yes 14 0.00014502 0.00009204 49 Yes 14 0.00014455 0.00013777 50 Yes 14 0.00014455 0.00013800 Maximum Tower Deflections - Service Mind Section Elevation Hors. Gov. Tilt Twist No. Deflection Load jt in Comb. o ° L 1 160-114 37.838 45 2.1677 0.0001 L2 118.25-78.25 20.324 45 1.7128 0.0000 L3 83.5-33.5 9.815 45 1.1293 0.0000 L4 40-0 2.251 45 0.5087 0.0000 Critical Deflections and Radius of Curvature - Service Mind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in o oft 160.00 5/8"x 8 ft lightning rod 45 37.838 2.1677 0.0001 25857 140.00 (4)96"x 12"x 3"Panel 45 29.031 1.9747 0.0001 6463 120.00 (4)96"x 12"x 3"Panel 45 20.969 1.7372 0.0000 3253 Maximum Tower Deflections - Design mind Section Elevation Hor=. Gov. Tilt Twist No. Deflection Load ft in Comb. o ° L 1 160-114 136.073 14 7.8032 0.0005 L2 118.25-78.25 73.170 14 6.1698 0.0001 L3 83.5-33.5 35.358 14 4.0701 0.0001 Job Page 'SA Tower 60-Ft Monopole: WA1 Morgan Hill. Port Townsend, WA 12 of 13 Paul JFord and Company Project Date 250 E.Broad Street Suite 1500 24809-0022 15:37:04 10/06/09 Columbus,OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering Maria C Lopez FAX:614.448.4105 Section Elevation Hors. Gov. Tilt Twist. No. Deflection Load ft_ _ in _ Comb. o o _ L4 40-0 8.110 14 1.8335 0.0000 Critical.Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in o oft 160.00 5/8"x 8 ft lightning rod 14 136.073 7.8032 0.0005 7418 140.00 (4)96"x 12"x 3"Panel 14 104.452 7.1200 0.0003 1851 120.00 (4)96"x 12"x 3"Panel 14 75.490 6.2594 0.0001 926 Compression Checks Pole Design Data Section Elevation Size L L� K1/r A P �P Ratio No. P ft ft ft in' K K L1 160-114(1) TP28.5xl8x0.1875 46.00 0.00 0.0 16.2721 -5.35 732.25 0.007 L2 114-78.25(2) TP36.3125x27.1549x0.25 40.00 0.00 0.0 27.6619 -10.84 1618.22 0.007 L3 78.25-33.5(3) TP46x34.6106x0.3125 50.00 0.00 0.0 43.8477 -20.70 2565.09 0.008 L4 33.5-0(4) TP53x43.8944x0.3125 40.00 0.00 0.0 52.2594 -32.03 2893.79 0.011 Pole Bending Design Data Section Elevation Size M r W r Ratio M,ry rpM y Ratio No. M- M ft kip ft kip ft �M= kip ft kip ft W- L1 160-114(1) TP28.5xl8x0.1875 366.27 412.12 0.889 0.00 412.12 0.000 L2 114-78.25(2) TP36.3125x27.1549x0.25 1005.05 1160.81 0.866 0.00 1160.81 0.000 L3 78.25-33.5(3) TP4604.61060.3125 1959.63 2333.60 0.840 0.00 2333.60 0.000 L4 33.5-0(4) TP53x43.8944x0.3125 3022.35 3141.22 0.962 0.00 3141.22 0.000 Pole Shear Design Data Section Elevation Size Actual V Ratio Actual r T Ratio No. V. V. T. T ft K K V kip ft kip ft �7n L1 160-114(1) TP28.5x18x0.1875 16.99 219.72 0.077 0.01 843.72 0.000 L2 114-78.25(2) TP36.3125x27.1549x0.25 19.82 485.56 0.041 0.01 2377.24 0.000 L3 78.25-33.5(3) TP46x34.6106x0.3125 24.18 769.67 0.031 0.01 4778.52 0.000 L4 33.5-0(4) TP53x43.8944x0.3125 29.12 917.33 0.032 0.01 6425.06 0.000 Job Page '�A ® e 60-Ft Monopole: WA1 Morgan Hill. Port Townsend, WA 13 of 13 Paul JFord and Company Project Date 250 E.Broad Street Suite 1500 24809-0022 15:37:04 10/06/09 Columbus,OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering Maria C Lopez FAX:614.448.4105 Section Elevation Sire Actual tpV Ratio Actual �T Ratio No. V. V. T T. ft K K �V kip ft kip ft �T Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P� M, M V. T. Stress Stress ft �P' V �T Ratio Ratio _,+ L1 160-114(1) 0.007 0.889 0.000 0.077 0.000 0.902 1.000 4.10-la 1' L2 114-78.25(2) 0.007 0.866 0.000 0.041 0.000 0.874 1.000 4.10-1a L3 78.25-33.5(3) 0.008 0.840 0.000 0.031 0.000 0.849 1.000 4.10-la Y L4 33.5-0(4) 0.011 0.962 0.000 0.032 0.000 0..9774 1.000 4.10-la 6' Section Capacity Fable Section Elevation Component Size Critical P ePaxow % Pass No. ft Type Element K K Capacity Fail L1 160-114 Pole TP28.5xl8x0.1875 1 -5.35 732.25 90.2 Pass L2 114-78.25 Pole TP36.3125x27.1549x0.25 2 -10.84 1618.22 87.4 Pass L3 78.25-33.5 Pole TP46x34.6106x0.3125 3 -20.70 2565.09 84.9 Pass L4 33.5-0 Pole TP53x43.8944x0.3125 4 -32.03 2893.79 97.4 Pass Summary Pole(L4) 97.4 Pass RATING= 97.4 Pass Program Version 5.3.1.0-10/3/2008 File:T:/248_Ehresmann/2009/24809-0022/24809-0022 no reduction.eri TO U D—aFe-- PAUL J. FORD AND COMPANY 10/6/2009 STRUCTURAL ENGINEERS Project 250 E.Broad Street,Suite 1500 160 ft Monopole Columbus,Ohio 43215 Phone:(614)221-6679 Client FAX-(614)448-4105 Ehresmann Engineering Inc �^ k Z , 'a- '-'�," �, nAonopote Bolt & PlateAnalys�s�' � Design/Analysis in Accordance with TIAIEIA-222-G Factored Resultant Loads: Moment= 3022.00 ft-k Shear= 29.0 k Axial= 32.0 k Flange Plate Geometry Shaft Shape 18-Sides Plate Shape Round Bolt Type ASTM A615(Gr75) Base Diameter(Dt) 53.00 in Plate Thickness 2.50 in Bolt Size 2 1/4 in Base Diameter(Dp) 53.82 in Plate Width 67.00 in Bolt Quantity 18 Plate Elevation 0.00 ft Plate Strength 50 ksi Bolt Circle 60.00 in Bolt Stress Bolt Tension(P 1) 134.31 k Moment of Inertia 8100,00 in' Bolt Compression(PO) 136.09 k V. Pu + Bolt Shear(V) 1.61 k n = 0.539 < 1.0 Net Bolt Area(An) 3.25 in` �Pll Min Tensile Strength(F b) 100.00 ksi Tensile Capacity(OR,,,) 260.00 k OR,=0.8*F b*An n(Base Detail d) 0.40, Bolts Are Stressed to 53.9% .of Capacity Plate Stress Plate Moment 476.31 in-k Effective Plate Width 9.25 in Plastic Section Modulus(Z) 14.45 Plastic Moment(MP) 722.675 in-k Factored Resistance(OMO 650.407 in-k > 476.31 in-k OK Flange Plate is Stressed to 73.2% of Capacity PJF_Pole (tm) - Monopole Design Program Windows Version 3.04.0000 Thu Oct 8, 2009 - 12:32:41 pm (c) 1993 to 2000 PAUL J. FORD AND COMPANY, Columbus, Ohio ------------------------------------------------------------------------------------ Job No. . . . . . : 24809-0022 Design No: Engineer : MCL Description : 160-ft monopole. - WA1 Morgan Hill; Port Townsend, Washington Design. . . . . : 85 mph / 30 mph with 1/4" ice Owner. . . . . . : Verizon Wireless Client: Ehresmann Engineering Status. . . . . : Final Design Revision: Rev. Date : ------------------------------------------------------------------------------------ S U M M A R Y O F C U R R E N T C A I S S O N D E S I G N ------------------------------------------------------------------------------------ Diameter (ft) . . . . . . 7.00 Compression (kips) : 32.00 Friction S.F . . . . . . . 2.00 Min. Depth (ft) . . . : 18.50 Horizontal (kips) : 29.00 Lateral S.F . . . . . . . : 1.33 Depth Used (ft) . . . : 28.00 Uplift (kips) . . . . : 0.00 Concrete S.F . . . . . . : 1.00 Rebar Area (in^2) . . 28.00 Moment (Ft-kips) . : 3022.0 Concrete F'c (psi) : 4000.0 Rebar Used . . . . . . . . : (28) #9 Full Cohesion (ft) : 21.00 Steel Cover (in) . . : 3.00 Water at (ft) . . . . . : 99.00 Rock at (ft) . . . . . : 0.00 ------------------------------------------------------------------------------------ SOIL PROFILE . Soil Layer Unit 0.7SX ULT Allowable Friction Passive Cohesion Layer Thickness Weight Friction Bearing Angle- Phi Coeff. - KP (c) (ft) (pcf) (psf) (psf) (deg) (psf) 1 2.00 100.00 0.00 0.00 0.00 1.000 0.00 2 6.00 100.00 0.00 0.00 33.75 3.500 0.00 3 13.00 100.00 0.00 0.00 39.52 4.500 0.00 4 10.00 100.00 0.00 22500.00 39.52 4.500 0.00 ------------------------------------------------------------------------------------ LATERAL / MOMENT CAPACITY (CHECK) : Min Design Actual Design Caisson Diameter (ft) 7.00 7.00 Height Above Grade (ft) 0.50 0.50 Depth Below Grade (ft) 18.50 28.00 Concrete Volume (CY) 27.08 40.62 Applied Moment From Loads (Working) , Mwork(Ft-kip) : 3430.90 3620.85 Resisting Moment From Soil (Ult) , Mult(Ft-kip) . . . . 5139.37 17194.21 Moment S.F. (Mult / Mwork) 1.50 4.75 Applied Horizontal Load (Working) , Hwork (Kips) . . . 29.00 29.00 Horizontal Soil Resistance (Ultimate) , Hult (Kips) : 48.87 50.62 Horizontal S.F. (Hult / Hwork) . . . . . . . . . . . . . . . . . . . . 1.69 1.75 Center of Rotation (from grade) (ft) 13.60 20.15 Inflection Point (Max Design Moment Location (ft) . 4.20 4.30 Maximum Factored Design Moment for Reinf. (Ft-kip) : 3482.26 3482.26 Area Steel Required From Loads (in'2) 19.80 19.80 ACI Minimum Steel (0.5%) (in'2) 27.71 27.71 Area Reinf. Steel Provided (in'2) 28.00 28.00 ------------------------------------------------------------------------------------ UPLIFT CAPACITY CHECK : Actual Uplift on Caisson (Kips) 0.00 0.00 Allowable Uplift Capacity (Kips) 87.74 131.62 ------------------------------------------------------------------------------------ COMPRESSION CAPACITY CHECK : Actual Compression on Caisson (Kips) 32.00 32.00 Total Compression (Includes Concrete Wt.) (Kips) . . 70.48 88.76 0,75x UL7Compression Capacity (Kips) 0.00 865.90 ------------------------------------------------------------------------------------ CAISSON DESIGN: USE: 7.00 ft Diameter X 28.50 ft Long (Concrete Volume = 40.62 CY) Reinf: (28)#9 Vert, w/Closed Ties: (12)#4 @6.011, remaining ties @12.0" (ASTM A615) ------------------------------------------------------------------------------------ STA7, o� b 9 J _ � 1889 STATE OF WASHINGTON BOARD OF REGISTRATION FOR PROFESSIONAL ENGINEERS AND LAND SURVEYORS P.O. BOX 9025 (Correspondence)e P.O. BOX 9048 (Remittance) Board Staff (360)664-1575 OLYMPIA, WASHINGTON 98507 Fax (360)664-2551 Web Site dol.wa.gov September 19, 2008 Joseph P Jacobs 250 E Broad St Ste 1500 Columbus OH 43215 RE: Structural Waiver Dear Mr. Jacobs, Your application for a waiver of the structural engineering licensure requirements has been approved. The approval of the Board is limited to: Tower structures of the type represented in your experience. No other structural engineering of"Significant Structures"as defined in RCW 13.43.020(11) is permitted under this waiver. This waiver is issued effective September 18, 2008 and will remain in effect until December 31, 2010. This waiver is subject to the conditions under which it is issued and the authority of the Board in chapter 18.43 RCW. Any practice that is inconsistent with the terms explained above can result in termination of this waiver and other actions by the Board. Please use this letter as evidence of the waiver granted. No other certificate or license will be issued. Sin erely, ,-G ge A. owiss, PLS OCT 3 r ) Executive Director a-Jr;, cc: Board Structural Committee a,10{ Cori Administrative services provided by the Department of Licensing which has a policy of providing equal access to its services. If you need special accommodation,please call(360)664-1575 or TTY(360)664.8885. 1so.oe' t DESIGNED APPURTENANCE LOADING TYPE ELEVATION I TYPE ELEVATION 518"x 8 ft lightning and 160 (4)96"x 12"x 3"Panel 1140 (4)96"x 12"x 3"Panel 1160 1(3)8'T-Arm Mounts 140 (4)96"x 12"x 3"Panel 1 160 (4)96" Panel 1120 (4)96"x 12"x 3"Panel 160 (4)96"x 12"x 3"Panel 1120 (3)8'T-Arm Mounts 160 (4)96"x 12"x 3"Panel 1 120 (4)96"x 12"x 3"Panel 1140 (3)8'T-Am Mounts 1120 - (4)96"x 12"x 3"Panel 140 0 o ffffJJ33 MATERIAL STRENGTH GRADE F Fu GRADE F Fu IA572-50 150 ksi 65 ksi IA572-65 165 ksi 180 ksi TOWER DESIGN NOTES 1. Tower is located in Jefferson County,Washington. 2. Tower designed for Exposure C to the TIA-222-G Standard. 0 3. Tower designed for a 85 mph basic wind in accordance with the TIA-222-G Standard. N N 4. Tower is also designed for a 30 mph basic wind with 0.25 in ice.Ice is considered to 1140 ftft increase in thickness with height. 5. Deflections are based upon a 60 mph wind. 6. TOWER RATING:97.4% 0 0 o o N N � N O78.3 R Co o n o v Q � f 33.5 R AXIAL 36K a r .1'a'y ral SHEARMOMENT " 4 330 kip-ft w=t 3 0 3K _r ' d o , o 0 TORQUE 0 kip-ft p m on 0 30 mph WIND-0.2500 in ICE a AXIAL 32 K MOMENT SHEAR' �\ 3022 kip-ft J 29K ( r 0.0 R y TORQUE 0 kip-ft a REACTIONS-85 mph WIND Base Plate(50 ksil N _ Y 2.50 in. X 67.00 in. Round o E N C' o w/(18)2 1/4 in.dia.Anchor Bolts m z' 1E m c7 3 Evenly Spaced on 60.00 in. B.C. Paul J Ford and Company lob: 60-Ft Monopole: WA1 Morgan Hill. Port Townsend, K 250 E. Broad Street Suite 1500 Pmject.24809-0022 Columbus, OH 43215 C11eO1' Ehresmann En ineeringD`a"""bY Maria C Lopez'°pPd: Phone:614.221.6679 code: TIA-222-G IDate:10/06/09 scale: NTS FAX:614.448.4105 Path.T'\248 Ehresmann12009124809-0022124809-0022 no reduction eri Dwg No.E-1 P A U L J . FORD AND COMPANY M P A N Y EHRESMANN ENGINEERING S T R U C T U R A L E N G I N E E R S 4400 WEST 31 ST STREET,YANKTON, SD 57078 250 East Broad Street-Suite 1500 Columbus,Ohio 43215 PH:(605)665-7532 FAX:(605)665-9780 (614) 221-6679 www.pjfweb.com CLPOLE & FOUNDATION J 0 B D A T A POLE SHAFT Z Page 2 of 2 Job No. 24809-0022 & BASE PL. ANCHOR o By MCL Design No. F= Date 10-06-2009 DOUBLE HEAVY RODS w Chk d By Rev. No. Rev. Date HEX NUT HEAVY HEX Pole 160—FT MONOPOLE. LEVELING NUT a Site WA1 MORGAN HILL; PORT TOWNSEND, WASHINGTON Owner VERIZON WIRELESS 3" GAP C" Ref. No. EHRESMANN J.O. 79620 (NO GROUT) Design ACCORDING TO TIAHEAIT222—F 11996 2" CLR LH NOTES: FIN GRADE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF I I 4000 PSI AT 28 DAYS. CONCRETE SHALL BE AIR ENTRAINED (6±1.5%). CONCRETE SHALL HAVE A MAXIMUM CONCRETE WORK SHALL BE N ACCORDANCE WITH WATER/CEMENT�RATIO BUILDING O L CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318, LATEST EDITION. FOUNDATION INSTALLATION SHALL BE IN ACCORDANCE WITH ACI 336, "STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF DRILLED PIERS", TEMPLATE LATEST EDITION. AND NUTS (12)—#4 2. REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM TIES @ A-615 (GRADE 60) EXCEPT THAT CAISSON TIES MAY BE ASTM A-615 6° C/C (GRADE 40). ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 315, LATEST EDITION, UNLESS DETAILED OTHERWISE ON THIS DRAWING. REM #4 3. SEE PAGE 1 FOR ANCHOR ROD QUANTITY, SIZE, LENGTH, AND BOLT z TIES @CIRCLE. 12" C/C Z 3 CLR 4. APPROXIMATE CONCRETE VOLUME = 41 CUBIC YARDS. 0 cnn c 5. FOUNDATION DESIGN IS BASED UPON GEOTECHNICAL EXPLORATION a REPORT U PREPARED BY: ADAPT ENGINEERING, INC. REPORT NO.: WA09-15850—GEO z 1'-10" DATED: MAY 14, 2009 MIN LAP 6. CONTRACTOR SHALL READ THE GEOTECHNICAL REPORT AND CONSULT LO THE GEOTECHNICAL ENGINEER AS NECESSARY PRIOR TO CONSTRUCTION. 0 N 7. THE FOUNDATION WAS DESIGNED USING THE FOLLOWING FACTORED LOADS: MOMENT: 3022 FT-KIPS SHEAR: 29 KIPS AXIAL: 32 KIPS (28)—#9 VERT REINF FULL HEIGHT o •Y r 4 7'-0"0 SHAFT CAISSON ( DRILLED PIER FOUNDATION ©Copyright 2009 by Paul J. Ford & Compony, All Rlahts Reserved Page SA1 Wer Job 60-Ft Monopole: WA1 Morgan Hill. Port Townsend, WA 1 of 13 Paul J Ford and Company Project Date 250 E.Broad Street Suite 1500 24809-0022 15:37:04 10/06/09 Columbus,OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering Maria C Lopez FAX:614.448.4105 Tower Input Data There is a pole section. This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in Jefferson County,Washington. Basic wind speed of 85 mph. Structure Class 11. Exposure Category C. Topographic Category 3. Crest Height 100.00 ft. Nominal ice thickness of 0.2500 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 30 mph is used in combination with ice. Temperature drop of 50'F. Deflections calculated using a wind speed of 60 mph. A non-linear(P-delta)analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Local bending stresses due to climbing loads,feedline supports,and appurtenance mounts are not considered. Options Consider Moments-Legs Distribute Leg Loads As Uniform Treat Feedline Bundles As Cylinder Consider Moments-Horizontals Assume Legs Pinned Use ASCE 10 X-Brace Ly Rules Consider Moments-Diagonals Assume Rigid Index Plate Calculate Redundant Bracing Forces Use Moment Magnification Use Clear Spans For Wind Area Ignore Redundant Members in FEA 4 Use Code Stress Ratios Use Clear Spans For KL/r SR Leg Bolts Resist Compression Use Code Safety Factors-Guys Retension Guys To Initial Tension All Leg Panels Have Same Allowable Escalate Ice Bypass Mast Stability Checks Offset Girt At Foundation Always Use Max Kz Use Azimuth Dish Coefficients 4 Consider Feedline Torque Use Special Wind Profile Project Wind Area ofAppurt Include Angle Block Shear Check Include Bolts In Member Capacity Autocalc Torque Arm Areas Leg Bolts Are At Top Of Section SR Members Have Cut Ends 4 Include Shear-Torsion Interaction Secondary Horizontal Braces Leg Sort Capacity Reports By Component Always Use Sub-Critical Flow Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted Sockets Add IBC.6D+W Combination Tapered Pole Section Geometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides in in in in LI 160,00-114.00 46.00 4.25 18 18.0000 28.5000 0.1875 0.7500 A572-50 (50 ksi) L2 114.00-78.25 40.00 5.25 18 27.1549 36.3125 0.2500 1.0000 A572-65 (65 ksi) L3 78.25-33.50 50.00 6.50 18 34.6106 46.0000 0.3125 1.2500 A572-65 Job e g Pa Tower'�` 60-Ft Monopole: WA1 Morgan Hill. Port Townsend, WA 2 of 13 Paul J Ford and Company Project Date 250 E.Broad Street Suite 1500 24809-0022 15:37:04 10/06/09 Columbus,OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering FAX:614.448.4105 Maria C Lopez Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft Sides_ in in in in (65 ksi) L4 33.50-0.00 40.00 18 43.8944 53.0000 0.3125 1.2500 A572-65 (65 ksi) Tapered Pole Properties Section Tip Dia. Area I r C 1/C J It/Q w w/t in in in' in in in' in in in LI 18.2777 10.6007 424.9328 6.3234 9.1440 46.4712 850.4248 5.3013 2.8380 15.136 28.9397 16.8495 1706.3979 10.0509 14.4780 117.8614 3415.0411 8.4263 4.6860 24.992 L2 28.5618 21.3490 1952.4418 9.5512 13.7947 141.5358 3907.4528 10.6765 4.3393 17.357 36.8727 28.6156 4701.6671 12.8022 18.4468 254.8778 9409.5207 14.3105 5.9510 23.804 L3 36.3589 34.0194 5055.9551 12.1758 17.5822 287.5616 10118.5629 17.0129 5.5415 17.733 46.7096 45.3163 11950.5138 16.2191 23.3680 511.4051 23916.7524 22.6625 7.5460 24.147 L4 46.0740 43.2278 10373.1839 15.4716 22.2983 465.1998 20760.0170 21.6180 7.1754 22.961 53.8176 52.2594 18328.0884 18.7041 26.9240 680.7342 36680.2933 26.1347 8.7780 28.09 Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Elevation Area Thickness AI Factor Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Diagonals Horizontals A ft in in in L1 1 1 1 160.00-114.00 L2 I 1 1 114.00-78.25 L3 78.25-33.50 1 1 1 L4 33.50-0.00 1 1 1 Feed Line/Linear Appurtenances - (Entered As Area Description Face Allow Component Placement Total CAAA Weight or Shield Type Number Leg ft fr/ft plj LDF7-50A (1 5/8" C No Inside Pole 160.00-0.00 12 No Ice 0.00 0.92 foam) 1/2"Ice 0.00 0.92 LDF7-50A (1 5/8" C No Inside Pole 140.00-0.00 12 No Ice 0.00 0.92 foam) 1/2"Ice 0.00 0.92 LDF7-50A (1 5/8" C No Inside Pole 120.00-0.00 12 No Ice 0.00 0.92 foam) 1/2"Ice 0.00 0.92 Feed Lime/Linear Appurtenances Section Areas Tower Tower Face AR AF CAAA CAAA Weight Section Elevation In Face Out Face ft fa fr fizz I faz K L1 160.00-114.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.86 Job Page RISA Tower 60-Ft Monopole: WA1 Morgan Hill. Port Townsend, WA 3 of 13 Paul JFord and Company Project Date 250 E.Broad Street Suite 1500 24809-0022 15:37:04 10/06/09 Columbus,OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering FAX:614.448.4105 Maria C Lopez Tower Tower Face AR AF CAAA CAAA Weight Section Elevation In Face Out Face ft f� f? -I�_._ fry _ K L2 114.00-78.25 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 1.18 L3 78.25-33.50 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 1.48 L4 33.50-0.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 1.11 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF CAAA CAAA Weight Section Elevation or Thickness In Face Out Face ft Leg in ft, ft fry fry K L1 160.00-114.00 A 0.590 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.86 L2 114.00-78.25 A 0.586 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 1.18 L3 78.25-33.50 A 0.590 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 1.48 L4 33.50-0.00 A 0.584 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 1.11 Feed Line Center of Pressure Section Elevation CP.x CPZ CPx CPZ Ice Ice ft in in in in L1 160.00-114.00 0.0000 0.0000 0.0000 0.0000 L2 114.00-78.25 0.0000 0.0000 0.0000 0.0000 L3 78.25-33.50 0.0000 0.0000 0.0000 0.0000 L4 33.50-0.00 0.0000 0.0000 0.0000 0.0000 Shielding Factor Ka Tower Feed Line Description Feed Line Ko 7K.Section RecordNo. Se ent Elev. No Ice Discrete Tower Loads e SA Towe ' Job 60-Ft Monopole: WA1 Pa Morgan Hill. Port Townsend, WA g 4 of 13 Paul J Ford and Company Project Date 250 E.Broad Street Suite 1500 24809-0022 15:37:04 10/06/09 Columbus,OH 43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering FAX:614.448.4105 Maria C Lopez Description Face Offset Offsets: A=imuth Placement CAAA CAAA Weight or Type Hor= Adjustment Front Side Leg Lateral Vert ft 0 ft frz fry K fr ft 5/8"x 8 ft lightning rod C From Face 0.00 0.0000 160.00 No Ice 0.50 0.50 0.01 0.00 1/2"Ice 1.31 1.31 0.01 4.00 (4)96"x 12"x 3"Panel A From Face 4.00 0.0000 160.00 No Ice 11.47 4.00 0.06 0.00 1/2"Ice 12.08 4.92 0.11 0.00 (4)96"x 12"x 3"Panel B From Face 4.00 0.0000 160.00 No Ice 11.47 4.00 0.06 0.00 1/2"Ice 12.08 4.92 0.11 0.00 (4)96"x 12"x 3"Panel C From Face 4.00 0.0000 160.00 No Ice 11.47 4.00 0.06 0.00 1/2"Ice 12.08 4.92 0.11 0.00 (3)8'T-Arm Mounts C None 0.0000 160.00 No Ice 10.84 10.84 0.37 1/2"Ice 12.41 12.41 0.42 (4)96"x 12"x 3"Panel A From Face 4.00 0.0000 140.00 No Ice 11.47 4.00 0.06 0.00 1/2"Ice 12.08 4.92 0.11 0.00 (4)96"x 12"x 3"Panel B From Face 4.00 0.0000 140.00 No Ice 11.47 4.00 0.06 0.00 1/2"Ice 12.08 4.92 0.11 0.00 (4)96"x 12"x 3"Panel C From Face 4.00 0.0000 140.00 No Ice 11.47 4.00 0.06 0.00 1/2"Ice 12.08 4.92 0.11 0.00 (3)8'T-Arm Mounts C None 0.0000 140.00 No Ice 10.84 10.84 0.37 1/2"Ice 12.41 12.41 0.42 (4)96"x 12"x 3"Panel A From Face 4.00 0.0000 120.00 No Ice 11.47 4.00 0.06 0.00 1/2"Ice 12.08 4.92 0.11 0.00 (4)96"x 12"x 3"Panel B From Face 4.00 0.0000 120.00 No Ice 11.47 4.00 0.06 0.00 1/2"Ice 12.08 4.92 0.11 0.00 (4)96"x 12"x 3"Panel C From Face 4.00 0.0000 120.00 No Ice 11.47 4.00 0.06 0.00 1/2"Ice 12.08 4.92 0.11 0.00 (3)8'T-Arm Mounts C None 0.0000 120.00 No Ice 10.84 10.84 0.37 1/2"Ice 12.41 12.41 0.42 Tower Pressures - No Ice Gy=1.100 Section = Kz 9z AG F AF AR Aieg Leg CAAA CAAA Elevation a % In Out c Face Face t ft Ps iz a tZ tz tz LI 135.29 1.349 25 90.500 A 0.000 90.500 90.500 100.00 0.000 0.000 Page SATower Job 60-Ft Monopole: WA1 Morgan Hill. Port Townsend, WA Pa g 5 of 13 Paul J Ford and Company Project Date 250 E.Broad Street Suite 1500 24809-0022 15:37:04 10/06/09 Columbus, OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering FAX-614.448.4105 Maria C Lopez Section - Kz qz AG F AF All Aleg Leg CAAA CAAA Elevation a % In Out c Face Face t ft PS iz e t tz t t 160.00-114.00 B 0.000 90.500 100.00 0.000 0.000 C 0.000 90.500 100.00 0.000 0.000 L2 95.31 1.253 26 97.470 A 0.000 97.470 97.470 100.00 0.000 0.000 114.00-78.25 B 0.000 97.470 100.00 0.000 0.000 C 0.000 97.470 100.00 0.000 0.000 L3 78.25-33.50 54.68 1.115 27 154.888 A 0.000 154.888 154.888 100.00 0.000 0.000 B 0.000 154.888 100.00 0.000 0.000 C 0.000 154.888 100.00 0.000 0.000 L4 33.50-0.00 15.99 0.86 30 139.432 A 0.000 139.432 139.432 100.00 0.000 0.000 B 0.000 139.432 100.00 0.000 0.000 C 1 0.000 1 139.432 1 1 100.00 0.000 0.000 Towner Pressure - With Ice Gy=I.loo Section = Kz qe tz AG F AF AR A,,, Leg CAAA CAAA Elevation a % In Out c Face Face t ft Psf in tz e ftz tz tz tz tz L1 135.29 1.349 3 0.5900 95.023 A 0.000 95.023 95.023 100.00 0.000 0.000 160.00-114.00 B 0.000 95.023 100.00 0.000 0.000 C 0.000 95.023 100.00 0.000 0.000 L2114.00-78.25 95.31 1.253 3 0.5863 100.985 A 0.000 100.985 100.985 100.00 0.000 0.000 B 0.000 100.985 100.00 0.000 0.000 C 0.000 100.985 100.00 0.000 0.000 L3 78.25-33.50 54.68 1.115 3 0.5896 159.261 A 0.000 159.261 159.261 100.00 0.000 0.000 B 0.000 159.261 100.00 0.000 0.000 C 0.000 159.261 100.00 0.000 0.000 L4 33.50-0.00 15.99 0.86 4 0.5841 142.724 A 0.000 142.724 142.724 100.00 0.000 0.000 B 0.000 142.724 100.00 0.000 0.000 C 1 0.000 142.724 1 100.00 0.000 0.000 Towner Pressure - Service Gg=1.1 oo Section _ Kz q: AG F AF AR Aieg Leg CAAA CAAA Elevation a % In Out c Face Face ft ft PSf f? e fry ft, ft ft, L1 135.29 1.349 11 90.500 A 0.000 90.500 90.500 100.00 0.000 0.000 160.00-114.00 B 0.000 90.500 100.00 0.000 0.000 C 0.000 90.500 100.00 0.000 0.000 L2 95.31 1.253 11 97.470 A 0.000 97.470 97.470 100.00 0.000 0.000 114.00-78.25 B 0.000 97.470 100.00 0.000 0.000 C 0.000 97.470 100.00 0.000 0.000 L3 78.25-33.50 54.68 1.115 12 154.888 A 0.000 154.888 154.888 100.00 0.000 0.000 B 0.000 154.888 100.00 0.000 0.000 C 0.000 154.888 100.00 0.000 0.000 1-4 33.50-0.00 15.99 0.86 13 139.432 A 0.000 139.432 139.432 100.00 0.000 0.000 B 1 0.0001 139.432 1 1 100.00 1 0.000 0.000 '�A ®Wer Job age 60-Ft Monopole: WA1 Morgan Hill. Port Townsend, WA 6 of 13 Paul J Ford and Company Project Date 250 E.Broad Street Suite 1500 24809-0022 15:37:04 10/06/09 Columbus,OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering FAX:614.448.4105 Maria C Lopez Section Z Kz q; AG F AF AR A,, Leg CAAA CAAA Elevation a % In Out c Face Face t fit Psf fi� e ? l r ft t C 0.000 139.432 100.00 0.000 0.000 Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.6 Wind 0 deg-No Ice 3 0.9 Dead+1.6 Wind 0 deg-No Ice 4 1.2 Dead+1.6 Wind 30 deg-No Ice 5 0.9 Dead+1.6 Wind 30 deg-No Ice 6 1.2 Dead+1.6 Wind 60 deg-No Ice 7 0.9 Dead+1.6 Wind 60 deg-No Ice 8 1.2 Dead+1.6 Wind 90 deg-No Ice 9 0.9 Dead+1.6 Wind 90 deg-No Ice 10 1.2 Dead+1.6 Wind 120 deg-No Ice 11 0.9 Dead+1.6 Wind 120 deg-No Ice 12 1.2 Dead+1.6 Wind 150 deg-No Ice 13 0.9 Dead+1.6 Wind 150 deg-No Ice 14 1.2 Dead+1.6 Wind 180 deg-No Ice 15 0.9 Dead+1.6 Wind 180 deg-No Ice 16 1.2 Dead+1.6 Wind 210 deg-No Ice 17 0.9 Dead+1.6 Wind 210 deg-No Ice 18 1.2 Dead+1.6 Wind 240 deg-No Ice 19 0.9 Dead+1.6 Wind 240 deg-No Ice 20 1.2 Dead+1.6 Wind 270 deg-No Ice 21 0.9 Dead+1.6 Wind 270 deg-No Ice 22 1.2 Dead+1.6 Wind 300 deg-No Ice 23 0.9 Dead+1.6 Wind 300 deg-No Ice 24 1.2 Dead+1.6 Wind 330 deg-No Ice 25 0.9 Dead+1.6 Wind 330 deg-No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+].0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg-Service 40 Dead+Wind 30 deg-Service 41 Dead+Wind 60 deg-Service 42 Dead+Wind 90 deg-Service 43 Dead+Wind 120 deg-Service 44 Dead+Wind 150 deg-Service 45 Dead+Wind 180 deg-Service 46 Dead+Wind 210 deg-Service 47 Dead+Wind 240 deg-Service 48 Dead+Wind 270 deg-Service 49 Dead+Wind 300 deg-Service 50 Dead+Wind 330 deg-Service Job Page -RIS'ATowe ' 60-Ft Monopole: WA1 Morgan Hill. Port Townsend, WA 7 of 13 Paul J Ford and Company Project Date 250 E.Broad Street Suite 1500 24809-0022 15:37:04 10/06/09 Columbus,OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering Maria C Lopez FAX 614.448.4105 Maximum Member Forces Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K kip ft kip ft L1 160-114 Pole Max Tension 45 0.00 0.00 0.00 Max.Compression 26 -9.89 0.00 -0.01 Max.Mx 8 -5.35 -366.22 -0.01 Max.My 14 -5.35 0.00 -366.22 Max.Vy 8 16.99 -366.22 -0.01 Max.Vx 14 16.99 0.00 -366.22 Max.Torque 8 -0.02 L2 114-78.25 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -15.34 0.00 -0.01 Max.Mx 8 -10.84 -1004.89 -0.01 Max.My 14 -10.84 0.00 -1004.90 Max.Vy 8 19.82 -1004.89 -0.01 Max.Vx 14 19.82 0.00 -1004.90 Max.Torque 8 -0.02 L3 78.25-33.5 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -25.20 0.00 -0.01 Max.Mx 8 -20.70 -1959.33 -0.01 Max.My 14 -20.70 0.00 -1959.33 Max.Vy 8 24.18 -1959.33 -0.01 Max.Vx 14 24.18 0.00 -1959.33 Max.Torque 8 -0.02 L4 33.5-0 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -36.46 0.00 -0.01 Max.Mx 8 -32.03 -3021.91 -0.01 Max.My 14 -32.03 0.00 -3021.92 Max.Vy 8 29.12 -3021.91 -0.01 Max.Vx 14 29.12 0.00 -3021.92 Max.Torque 8 -0.02 Maximum Reactions Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Pole Max.Vert 26 36.46 0.00 -0.00 Max.H. 21 24.04 29.10 -0.00 Max.H, 3 24.04 0.00 29.10 Max.Mx 2 3021.90 0.00 29.10 Max.M. 8 3021.91 -29.10 -0.00 Max.Torsion 20 0.02 29.10 -0.00 Min.Vert 15 24.04 0.00 -29.10 Min.Hx 9 24.04 -29.10 -0.00 Min.H, 15 24.04 0.00 -29.10 Min.Mx 14 -3021.92 0.00 -29.10 Min.M, 20 -3021.91 29.10 -0.00 Min.Torsion 8 -0.02 -29.10 -0.00 Tower.Mast Reaction Summary ► e A Tower Job 60-Ft Monopole: WA1 Morgan Hill. Port Townsend, WA Page 8 of 13 Paul J Ford and Company Project Date 250 E.Broad Street Suite 1500 24809-0022 15:37:04 10/06/09 Columbus,OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering Maria C Lopez FAX.-614.448.4105 Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment,M Moment,M, K K K k,P- - kip ft kip ft Dead Only 26.71 0.00 0.00 0.01 0.00 0.00 1.2 Dead+1.6 Wind 0 deg-No 32.05 0.00 -29.10 -3021.90 0.00 0.00 Ice 0.9 Dead+1.6 Wind 0 deg-No 24.04 0.00 -29.10 -2995.65 0.00 0.00 Ice 1.2 Dead+1.6 Wind 30 deg-No 32.05 14.55 -25.20 -2617.42 -1511.17 0.01 Ice 0.9 Dead+1.6 Wind 30 deg-No 24.04 14.55 -25.20 -2594.56 -1497.97 0.01 Ice 1.2 Dead+1.6 Wind 60 deg-No 32.05 25.20 -14.55 -1511.17 -2617.43 0.02 Ice 0.9 Dead+1.6 Wind 60 deg-No 24.04 25.20 -14.55 -1497.97 -2594.57 0.01 Ice 1.2 Dead+1.6 Wind 90 deg-No 32.05 29.10 0.00 0.01 -3021.91 0.02 Ice 0.9 Dead+1.6 Wind 90 deg-No 24.04 29.10 0.00 0.01 -2995.66 0.02 Ice 1.2 Dead+1.6 Wind 120 deg- 32.05 25.20 14.55 1511.18 -2617.43 0.02 No Ice 0.9 Dead+1.6 Wind 120 deg- 24.04 25.20 14.55 1497.98 -2594.57 0.02 No Ice 1.2 Dead+1.6 Wind 150 deg- 32.05 14.55 25.20 2617.44 -1511.17 0.01 No Ice 0.9 Dead+1.6 Wind 150 deg- 24.04 14.55 25.20 2594.57 -1497.97 0.01 No Ice 1.2 Dead+1.6 Wind 180 deg- 32.05 0.00 29.10 3021.92 0.00 0.00 No Ice 0.9 Dead+1.6 Wind 180 deg- 24.04 0.00 29.10 2995.67 0.00 0.00 No Ice 1.2 Dead+1.6 Wind 210 deg- 32.05 -14.55 25.20 2617.44 1511.17 -0.01 No Ice 0.9 Dead+1.6 Wind 210 deg- 24.04 -14.55 25.20 2594.57 1497.97 -0.01 No Ice 1.2 Dead+1.6 Wind 240 deg- 32.05 -25.20 14.55 1511.18 2617.43 -0.02 No Ice 0.9 Dead+1.6 Wind 240 deg- 24.04 -25.20 14.55 1497.98 2594.57 -0.02 No Ice 1.2 Dead+1.6 Wind 270 deg- 32.05 -29.10 0.00 0.01 3021.91 -0.02 No Ice 0.9 Dead+1.6 Wind 270 deg- 24.04 -29.10 0.00 0.01 2995.66 -0.02 No Ice 1.2 Dead+1.6 Wind 300 deg- 32.05 -25.20 -14.55 -1511.17 2617.43 -0.02 No Ice 0.9 Dead+1.6 Wind 300 deg- 24.04 -25.20 -14.55 -1497.97 2594.57 -0.01 No Ice 1.2 Dead+1.6 Wind 330 deg- 32.05 -14.55 -25.20 -2617.42 1511.17 -0.01 No Ice 0.9 Dead+1.6 Wind 330 deg- 24.04 -14.55 -25.20 -2594.56 1497.97 -0.01 No Ice 1.2 Dead+1.0 Ice+1.0 Temp 36.46 0.00 0.00 0.01 0.00 0.00 1.2 Dead+1.0 Wind 0 deg+1.0 36.46 0.00 -3.47 -329.52 0.00 0.00 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 deg+1.0 36.46 1.73 -3.00 -285.37 -164.77 0.00 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 deg+1.0 36.46 3.00 -1.73 -164.75 -285.39 0.00 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 deg+1.0 36.46 3.47 -0.00 0.01 -329.53 0.00 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 36.46 3.00 1.73 164.78 -285.39 0.00 deg+1.0 Ice+1.0 Temp Job e gPa S '®wet' 60-Ft Monopole: WA1 Morgan Hill. Port Townsend, WA 9 of 13 Paul J Ford and Company Project Date 250 E.Broad Street Suite 1500 24809-0022 15:37:04 10/06/09 Columbus,OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering Maria C Lopez FAX.-614.448.4105 Load Vertical Shear, Shear; Overturning Overturning Torque Combination Moment,M Moment,M, K K _ K kip ft ft kip ft 1.2 Dead+1.0 Wind 150 36.46 1.73 3.00 285.40 -164.77 0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 36.46 0.00 3.47 329.55 0.00 0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 36.46 -1.73 3.00 285.40 164.77 -0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 36.46 -3.00 1.73 164.78 285.39 -0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 36.46 -3.47 -0.00 0.01 329.53 -0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 36.46 -3.00 -1.73 -164.75 285.39 -0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 36.46 -1.73 -3.00 -285.37 164.77 -0.00 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg-Service 26.71 0.00 -8.11 -838.78 0.00 0.00 Dead+Wind 30 deg-Service 26.71 4.05 -7.02 -726.40 -419.39 0.00 Dead+Wind 60 deg-Service 26.71 7.02 -4.05 419.39 -726.41 0.00 Dead+Wind 90 deg-Service 26.71 8.11 0.00 0.01 -838.78 0.00 Dead+Wind 120 deg-Service 26.71 7.02 4.05 419.40 -726.41 0.00 Dead+Wind 150 deg-Service 26.71 4.05 7.02 726.42 419.39 0.00 Dead+Wind 180 deg-Service 26.71 0.00 8.11 838.79 0.00 0.00 Dead+Wind 210 deg-Service 26.71 -4.05 7.02 726.42 419.39 -0.00 Dead+Wind 240 deg-Service 26.71 -7.02 4.05 419.40 726.41 -0.00 Dead+Wind 270 deg-Service 26.71 -8.11 0.00 0.01 838.78 -0.00 Dead+Wind 300 deg-Service 26.71 -7.02 -4.05 -419.39 726.41 -0.00 Dead+Wind 330 deg-Service 26.71 -4.05 -7.02 -726.40 419.39 -0.00 Solution Summary Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 1 0.00 -26.71 0.00 0.00 26.71 0.00 0.000% 2 0.00 -32.05 -29.10 0.00 32.05 29.10 0.008% 3 0.00 -24.04 -29.10 0.00 24.04 29.10 0.006% 4 14.55 -32.05 -25.20 -14.55 32.05 25.20 0.000% 5 14.55 -24.04 -25.20 -14.55 24.04 25.20 0.000% 6 25.20 -32.05 -14.55 -25.20 32.05 14.55 0.000% 7 25.20 -24.04 -14.55 -25.20 24.04 14.55 0.000% 8 29.10 -32.05 0.00 -29.10 32.05 -0.00 0.008% 9 29.10 -24.04 0.00 -29.10 24.04 -0.00 0.006% 10 25.20 -32.05 14.55 -25.20 32.05 -14.55 0.000% 11 25.20 -24.04 14.55 -25.20 24.04 -14.55 0.000% 12 14.55 -32.05 25.20 -14.55 32.05 -25.20 0.000% 13 14.55 -24.04 25.20 -14.55 24.04 -25.20 0.000% 14 0.00 -32.05 29.10 0.00 32.05 -29.10 0.008% 15 0.00 -24.04 29.10 0.00 24.04 -29.10 0.006% 16 -14.55 -32.05 25.20 14.55 32.05 -25.20 0.000% 17 -14.55 -24.04 25.20 14.55 24.04 -25.20 0.000% 18 -25.20 -32.05 14,55 25.20 32.05 -14.55 0.000% 19 -25.20 -24.04 14.55 25.20 24.04 -14.55 0.000% 20 -29.10 -32.05 0.00 29.10 32.05 -0.00 0.008% 21 -29.10 -24.04 0.00 29.10 24.04 -0.00 0.006% 22 -25.20 -32.05 -14.55 25.20 32.05 14.55 0.000% 23 -25.20 -24.04 -14.55 25.20 24.04 14.55 0.000% 24 -14.55 -32.05 -25.20 14.55 32.05 25.20 0.000% 25 -14.55 -24.04 -25.20 14.55 24.04 25.20 0.000% 26 0.00 -36.46 0.00 0.00 36.46 -0.00 0.000% Page MA 16wer Job 60-Ft Monopole: WA1 Morgan Hill. Port Townsend, WA 10 of 13 Paul J Ford and Company Project Date 250 E.Broad Street Suite 1500 24809-0022 15:37:04 10/06/09 Columbus,OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering Maria C Lopez FAX 614.448.4105 Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 27 0.00 -36.46 -3.47 0.00 36.46 3.47 0.001% 28 1.73 -36.46 -3.00 -1.73 36.46 3.00 0.001% 29 3.00 -36.46 -1.73 -3.00 36.46 1.73 0.001% 30 3.47 -36.46 0.00 -3.47 36.46 0.00 0.001% 31 3.00 -36.46 1.73 -3.00 36.46 -1.73 0.001% 32 1.73 -36.46 3.00 -1.73 36.46 -3.00 0.001% 33 0.00 -36.46 3.47 0.00 36.46 -3.47 0.001% 34 -1.73 -36.46 3.00 1.73 36.46 -3.00 0.001% 35 -3.00 -36.46 1.73 3.00 36.46 -1.73 0.001% 36 -3.47 -36.46 0.00 3.47 36.46 0.00 0.001% 37 -3.00 -36.46 -1.73 3.00 36.46 1.73 0.001% 38 -1.73 -36.46 -3.00 1.73 36.46 3.00 0.001% 39 0.00 -26.71 -8.11 0.00 26.71 8.11 0.006% 40 4.05 -26.71 -7.02 4.05 26.71 7.02 0.006% 41 7.02 -26.71 4.05 -7.02 26.71 4.05 0.006% 42 8.11 -26.71 0.00 -8.11 26.71 0.00 0.006% 43 7.02 -26.71 4.05 -7.02 26.71 -4.05 0.006% 44 4.05 -26.71 7.02 -4.05 26.71 -7.02 0.006% 45 0.00 -26.71 8.11 0.00 26.71 -8.11 0.006% 46 4.05 -26.71 7.02 4.05 26.71 -7.02 0.006% 47 -7.02 -26.71 4.05 7.02 26.71 -4.05 0.006% 48 -8.11 -26.71 0.00 8.11 26.71 0.00 0.006% 49 -7.02 -26.71 4.05 7.02 26.71 4.05 0.006% 50 -4.05 -26.71 -7.02 4.05 26.71 7.02 0.006% Non-Linear Convergence Results Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 6 0.00000001 0.00000001 2 Yes 15 0.00008042 0.00010980 3 Yes 15 0.00005526 0.00008764 4 Yes 20 0.00000001 0.00006974 5 Yes 19 0.00000001 0.00010889 6 Yes 20 0.00000001 0.00006971 7 Yes 19 0.00000001 0.00010885 8 Yes 15 0.00008042 0.00010981 9 Yes 15 0.00005526 0.00008765 10 Yes 20 0.00000001 0.00006975 11 Yes 19 0.00000001 0.00010890 12 Yes 20 0.00000001 0.00006972 13 Yes 19 0.00000001 0.00010886 14 Yes 15 0.00008042 0.00010980 15 Yes 15 0.00005526 0.00008764 16 Yes 20 0.00000001 0.00006972 17 Yes 19 0.00000001 0.00010886 18 Yes 20 0.00000001 0.00006975 19 Yes 19 0.00000001 0.00010890 20 Yes 15 0.00008042 0.00010981 21 Yes 15 0.00005526 0.00008765 22 Yes 20 0.00000001 0.00006971 23 Yes 19 0.00000001 0.00010885 24 Yes 20 0.00000001 0.00006974 25 Yes 19 0.00000001 0.00010889 26 Yes 6 0.00000001 0.00000001 27 Yes 15 0.00000001 0.00005217 Job Page RISATower 60-Ft Monopole: WA1 Morgan Hill. Port Townsend, WA 11 of 13 Paul JFord and Company Project Date 250 E.Broad Street Suite 1500 24809-0022 15:37:04 10/06/09 Columbus,OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering Maria C Lopez FAX.-614.448.4105 28 Yes 15 0.00000001 0.00005646 29 Yes 15 0.00000001 0.00005645 30 Yes 15 0.00000001 0.00005218 31 Yes 15 0.00000001 0.00005647 32 Yes 15 0.00000001 0.00005647 33 Yes 15 0.00000001 0.00005218 34 Yes 15 0.00000001 0.00005647 35 Yes 15 0.00000001 0.00005647 36 Yes 15 0.00000001 0.00005218 37 Yes 15 0.00000001 0.00005645 38 Yes 15 0.00000001 0.00005646 39 Yes 14 0.00014501 0.00009204 40 Yes 14 0.00014455 0.00013800 41 Yes 14 0.00014455 0.00013777 42 Yes 14 0.00014502 0.00009204 43 Yes 14 0.00014455 0.00013807 44 Yes 14 0.00014455 0.00013784 45 Yes 14 0.00014502 0.00009204 46 Yes 14 0.00014455 0.00013784 47 Yes 14 0.00014455 0.00013807 48 Yes 14 0.00014502 0.00009204 49 Yes 14 0.00014455 0.00013777 50 Yes 14 0.00014455 0.00013800 Maximum Tower Deflections - Service Wind Section Elevation Hors. Gov. Tilt Twist No. Deflection Load ft in Comb. ° L 1 160-114 37.838 45 2.1677 0.0001 L2 118.25-78.25 20.324 45 1.7128 0.0000 L3 83.5-33.5 9.815 45 1.1293 0.0000 L4 40-0 2.251 45 0.5087 0.0000 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in o oft 160.00 5/8"x 8 ft lightning rod 45 37.838 2.1677 0.0001 25857 140.00 (4)96"x 12"x 3"Panel 45 29.031 1.9747 0.0001 6463 120.00 (4)96"x 12"x 3"Panel 45 20.969 1.7372 0.0000 3253 Maximum Tower Deflections - Design Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. o ° L1 160-114 136.073 14 7.8032 0.0005 L2 118.25-78.25 73.170 14 6.1698 0.0001 1-3 83.5-33.5 35.358 14 4.0701 0.0001 Job e g Pa SA Tower 60-Ft Monopole: WA1 Morgan Hill. Port Townsend, WA 12 of 13 Paul J Ford and Company Project Date 250 E.Broad Street Suite 1500 24809-0022 15:37:04 10/06/09 Columbus,OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering Maria C Lopez FAX:614.448.4105 Section Elevation Hors. Gov. Tilt Twist. No. Deflection Load _ ft _ in Comb. 0 ° L4 40-0 8.110 14 1.8335 0.0000 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in 0 ° ft 160.00 5/8"x 8 ft lightning rod 14 136.073 7.8032 0.0005 7418 140.00 (4)96"x 12"x 3"Panel 14 104.452 7.1200 0.0003 1851 120.00 (4)96"x 12"x 3"Panel 14 75.490 6.2594 0.0001 926 Compression Checks Pole Design Data Section Elevation Size L L. Kl/r A P� �P Ratio No. P. ft ft ft in' K K �P� L1 160-114(1) TP28.5xl8x0.1875 46.00 0.00 0.0 16.2721 -5.35 732.25 0.007 L2 114-78.25(2) TP36.3125x27.1549x0.25 40.00 0.00 0.0 27.6619 -10.84 1618.22 0.007 L3 78.25-33.5(3) TP46x34.6106x0.3125 50.00 0.00 0.0 43.8477 -20.70 2565.09 0.008 L4 33.5-0(4) TP53x43.8944x0.3125 40.00 0.00 0.0 52.2594 -32.03 2893.79 0.011 Pole Bending Design Data Section Elevation Size M- Ratio Mh, W, Ratio No. M M ft kip ft kip ft WM kip ft kip ft W L1 160-114(1) TP28.5x18x0.1875 366.27 412.12 0.889 0.00 412.12 0.000 L2 114-78.25(2) TP36.3125x27.1549x0.25 1005.05 1160.81 0.866 0.00 1160.81 0.000 L3 78.25-33.5(3) TP4604.61060.3125 1959.63 2333.60 0.840 0.00 2333.60 0.000 L4 33.5-0(4) TP5303.89440.3125 3022.35 3141.22 0.962 0.00 3141.22 0.000 Pole Shear Design Data Section Elevation Size Actual V Ratio Actual T Ratio No. l v V. T. T. ft K K V kip ft kip ft T LI 160-114(1) TP28.5xl8x0.1875 16.99 219.72 0.077 0.01 843.72 0.000 L2 114-78.25(2) TP36.3125x27.1549x0.25 19.82 485.56 0.041 0.01 2377.24 0.000 L3 78.25-33.5(3) TP4604.6106x0.3125 24.18 769.67 0.031 0.01 4778.52 0.000 L4 33.5-0(4) TP53x43.8944x0.3125 29.12 917.33 0.032 0.01 6425.06 0.000 SA Tower Job 60-Ft Monopole: WA1 Morgan Hill. Port Townsend, WA Page13 of 13 Paul J Ford and Company Project Date 250 E.Broad Street Suite 1500 24809-0022 15:37:04 10/06/09 Columbus,OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering Maria C Lopez FAX:614.448.4105 Section Elevation Size Actual V Ratio Actual �T Ratio No. V. V T. T. ft K K V kip ft kip ft �T Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P� M- M y V T. Stress Stress Jt �P W W- �V �T Ratio Ratio L1 160-114(1) 0.007 0.889 0.000 0.077 0.000 0.9002 1.000 4.10-la Y L2 114-78.25(2) 0.007 0.866 0.000 0.041 0.000 0.874 1.000 4.10-1 a 4' L3 78.25-33.5(3) 0.008 0.840 0.000 0.031 0.000 0.849 1.000 4.10-1 a V L4 33.5-0(4) 0.011 0.962 0.000 0.032 0.000 0.974 1.000 4.10-la Section Capacity Table Section Elevation Component Size Critical P oPouo,V % Pass No. Jt Type Element K K Capacity Fail L1 160-114 Pole TP28.5xl8x0.1875 1 -5.35 732.25 90.2 Pass L2 114-78.25 Pole TP36.3125x27.1549x0.25 2 -10.84 1618.22 87.4 Pass L3 78.25-33.5 Pole TP46x34.6106x0.3125 3 -20.70 2565.09 84.9 Pass L4 33.5-0 Pole TP53x43.8944x0.3125 4 -32.03 2893.79 97.4 Pass Summary Pole(L4) 97.4 Pass RATING= 97.4 Pass Program Version 5.3.1.0-10/3/2008 File:T:/248_Ehresmann/2009/24809-0022/24809-0022 no reduction.eri o ate PAUL J. FORD AND COMPANY 10/6/2009 STRUCTURAL ENGINEERS Project 250 E.Broad Street,Suite 1500 160 ft Monopole Columbus,Ohio 43215 Phone:(614)221-6679 Client FAX (614)448-4105 Ehresmann Engineering Inc IN y s ' 4b ,LZ�a`n a 1 �. AMER,�s %� € �`. $',,�:, a w�- ,�+, � .,. AtionopotegBott � Plate�Analysts} . <<. v ��,.. .W 74 . . � a_ .�._.....�� , , ... ., . ...� -.a.. Design/Analysis in Accordance with TIA/FIA-222-G Factored Resultant Loads: Moment= 3022.00 ft-k Shear= 29.0 k Axial= 32.0 k Flange Plate Geometry Shaft Shape 18-Sides Plate Shape Round Bolt Type ASTM A615(Gr75) Base Diameter(Dr) 53.00 in Plate Thickness 2.50 in Bolt Size 2 1/4 in Base Diameter(DP) 53.82 in Plate Width 67.00 in Bolt Quantity 18 Plate Elevation 0.00 ft Plate Strength 50 ksi Bolt Circle 60.00 in Bolt Stress Bolt Tension(P 1) 134.31 k Moment of Inertia 8100.00 in Bolt Compression(Pa) 136.09 k Vu Pu + Bolt Shear(V) 1.61 k n = 0.539 < 1.0 Net Bolt Area(An) 3.25 in' �Pr1z Min Tensile Strength(F b) 100.00 ksi Tensile Capacity(OR,,,) 260.00 k OR,,,=0.8*F*b*Ao n(Base Detail d) 0.40 Bolts Are Stressed to 53.9 of Capacity Plate Stress Plate Moment 476.31 in-k Effective Plate Width 9.25 in Plastic Section Modulus(Z) 14.45 Plastic Moment(MP) 722.675 in-k Factored Resistance(�M,) 650.407 in-k > 476.31 in-k OK Flange Plate is Stressed to 73.2% of Capacity PJF_Pole (tm) - Monopole Design Program Windows Version 3.04.0000 Thu Oct 8, 2009 - 12:32:41 pm (c) 1993 to 2000 PAUL J. FORD AND COMPANY, Columbus, Ohio ------------------------------------------------------------------------------------ Job No. . . . . . : 24809-0022 Design No: Engineer : MCL Description : 160-ft monopole. - WA1 Morgan Hill; Port Townsend, Washington Design. . . . . : 85 mph / 30 mph with 1/4" ice Owner. . . . . . : Verizon Wireless Client: Ehresmann Engineering Status. . . . . : Final Design Revision: Rev. Date : ------------------------------------------------------------------------------------ S U M M A R Y O F C U R R E N T C A I S S O N D E S I G N ------------------------------------------------------------------------------------ Diameter (ft) . . . . . . 7.00 Compression (kips) : 32.00 Friction S.F . . . . . . . 2.00 Min. Depth (ft) . . . : 18.50 Horizontal (kips) : 29.00 Lateral S.F . . . . . . . : 1.33 Depth Used (ft) . . . : 28.00 Uplift (kips) . . . . : 0.00 Concrete S.F . . . . . . : 1.00 Rebar Area (in A2) . . 28.00 Moment (Ft-kips) . : 3022.0 Concrete F'c (psi) : 4000.0 Rebar Used . . . . . . . . : (28)#9 Full Cohesion (ft) : 21.00 Steel Cover (in) . . : 3.00 Water at (ft) . . . . . . 99.00 Rock at (ft) . . . . . . 0.00 ------------------------------------------------------------------------------------ SOIL PROFILE . Soil Layer Unit 0,7SX VLT. Allowable Friction Passive Cohesion Layer Thickness Weight Friction Bearing Angle- Phi Coeff.- KP (c) (ft) (pcf) (psf) (psf) (deg) (psf) 1 2.00 100.00 0.00 0.00 0.00 1.000 0.00 2 6.00 100.00 0.00 0.00 33.75 3.500 0.00 3 13.00 100.00 0.00 0.00 39.52 4.500 0.00 4 10.00 100.00 0.00 22500.00 39.52 4.500 0.00 ------------------------------------------------------------------------------------ LATERAL / MOMENT CAPACITY (CHECK) : Min Design Actual Design Caisson Diameter (ft) 7.00 7.00 Height Above Grade (ft) 0.50 0.50 Depth Below Grade (ft) 18.50 28.00 Concrete Volume (CY) 27.08 40.62 Applied Moment From Loads (Working) , Mwork(Ft-kip) : 3430.90 3620.85 Resisting Moment From Soil (Ult) , Mult (Ft-kip) . . . . 5139.37 17194.21 Moment S.F. (Mult / Mwork) 1.50 4.75 Applied Horizontal Load (Working) , Hwork (Kips) . . . 29.00 29.00 Horizontal Soil Resistance (Ultimate) , Hult (Kips) : 48.87 50.62 Horizontal S.F. (Hult / Hwork) 1.69 1.75 Center of Rotation (from grade) (ft) . . . . . . . . . . . . . : 13.60 20.15 Inflection Point (Max Design Moment Location (ft) . 4.20 4.30 Maximum Factored Design Moment for Reinf. (Ft-kip) : 3482.26 3482.26 Area Steel Required From Loads (in^2) . . . . . . . . . . . . : 19.80 19.80 ACI Minimum Steel (0.5%) (in A2) 27.71 27.71 Area Reinf. Steel Provided (in"2) 28.00 28.00 ------------------------------------------------------------------------------------ UPLIFT CAPACITY CHECK : Actual Uplift on Caisson (Kips) 0.00 0.00 Allowable Uplift Capacity (Kips) 87.74 131.62 ------------------------------------------------------------------------------------ COMPRESSION CAPACITY CHECK : Actual Compression on Caisson (Kips) 32.00 32.00 Total Compression (Includes Concrete Wt.) (Kips) . . 70.48 88.76 0,75X(IL7 Compression Capacity (Kips) 0.00 865.90 ------------------------------------------------------------------------------------ CAISSON DESIGN: USE: 7.00 ft Diameter X 28.50 ft Long (Concrete Volume = 40.62 CY) Reinf: (28)#9 Vert, w/Closed Ties: (12)#4 @6.011, remaining ties @12.01' (ASTM A615) ------------------------------------------------------------------------------------ STATg oA 04 6 a a _ m t °lp C2 1889�DY STATE OF WASHINGTON EOARD OF REGISTRATION FOR PROFESSIONAL ENGINEERS SAND LAND SURVEYORS P.O. BOX 9025 (Correspondence) a P.O. BOX 9048 (Remittance) Board Staff (360)664-1575 OLYMPIA, WASHINGTON 98507 Fax (360)664-2551 Web Site dol.wa.gov September 19, 2008 Joseph P Jacobs 250 E Broad St Ste 1500 Columbus OH 43215 RE: Structural Waiver Dear Mr. Jacobs, Your application for a waiver of the structural engineering licensure requirements has been approved. The approval of the Board is limited to: Tower structures of the type represented in your experience. No other structural engineering of"Significant Structures"as defined in RCW 13.43.020(11) is permitted under this waiver. This waiver is issued effective September 18, 2008 and will remain in effect until December 31, 2010. This waiver is subject to the conditions under which it is issued and the authority of the Board in chapter 18.43 RCW. Any practice that is inconsistent with the terms explained above can result in termination of this waiver and other actions by the Board. Please use this letter as evidence of the waiver granted. No other certificate or license will be issued. Sin erely, _ ,-G ge A. Owiss, PLS(/ OCT 1 3 Executive Director cc: Board Structural Committee CITY OF PORT DSD OWNSEIVD Administrative services provided by the Department of Licensing which has a policy of providing equal access to its services. If you need special accommodation,please call(360)664-1575 or TTY(360)664-8885. 9' 6D.o DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION 518"x 8 ft lightning rod 160 (4)96"x 12"x 3"Panel 140 (4)96"x 12"x 3"Panel 160 (3)s T-Ann Mounts 1140 (4)96"x 12"x 3"Panel 160 (4)96"x 12"x 3"Panel 1132 (4)96"x 12"x 3"Panel 160 (4)96"x 12"x 3"Panel 120 (3)8'T-Arrn Mounts 160 (4)96"x 12"x 3"Panel 120 (4)96"x 12"x 3"Panel 140 I(3)8'T-Ann Mounts 1120 (4)96"x 12"x 3"Panel 140 0 o I N MATERIAL STRENGTH GRADE Fv Fu GRADE FY Fu A572-50 150 ksi 165 ksi A572-65 165 ksi 180 ksi TOWER DESIGN NOTES 1. Tower is located in Jefferson County,Washington. 2. Tower designed for Exposure C to the TIA-222-G Standard. 0 3. Tower designed for a 85 mph basic wind in accordance with the TIA-222-G Standard. 4. Tower is also designed for a 30 mph basic wind with 0.25 in ice.Ice is considered to 114.0 ft increase in thickness with height. 5. Deflections are based upon a 60 mph wind. 6. TOWER RATING:97.4% 0 Q o � N m C C! O � 78.3 ft O o O N O o N V O O Q O O 33.5 ft AXIAL 36 K I � MOMENT 3 HEAR _t� 330 kip-ft a Q TORQUE 0 kip-ft m 30 mph WIND-0.2500 in ICE AXIAL 32 K MOMENT ^ ' :((,' q) 3022 kip-ft ` '` �- O SHEAR' 29 Kh_t 1 0.0 ft m TORQUE 0 kip-ft N s REACTIONS-85 mph WIND Base Plate(50 ksil 2.50 in. X 67.00 in. Round o w/(18)2 1/4 in.dia.Anchor Bolts C Q u o E a o n z' 4 2 g m c� 3 Evenly Spaced on 60.00 in. B.C. Paul J Ford and Company lob: 60-Ft Monopole: WA Morgan Hill. Port Townsend, K1 250 E. Broad Street Suite 1500 Prolect:24809-0022 Columbus, OH 43215 Client Ehresmann Engineering(Drawn by:Maria C Lopez!ApPd: Phone:614.221.6679 code: TIA-222-G IDate:10/06109 scale: NTS FAX:614.448.4105 Path.T:t248 Ehresmann12009124B0g-002M480a0022 no reoucnon.en Dwg No.E-1 .p t i EHRESANN ENGINEERING ]PAUL J . FORD AND COMPANY S T R U C T U R A L E N G I N E E R S 4400 WEST 31 ST STREET,YANKTON, SD 57078 250 East Broad Street-Suite 1500•Columbus,Ohio 43215 PH:(605)665-7532 FAX:(605)665-9780 (614) 221-6679 www.pjfweb.com CLPOLE & FOUNDATION J 0 B D A T A POLE SHAFT Z Page 2 of 2 Job No. 24809-0022 & BASE PL. ANCHOR By MCL DC{9 n No. 10-06-2009 DOUBLE HEAVY RODS w Chk d By Rev. No. Rev. Date HEX NUT HEAVY HEX Pole 160—FT MONOPOLE. LEVELING NUT Site WA1 MORGAN HILL; PORT TOWNSEND, WASHINGTON Owner VERIZON WIRELESS 3" GAP N Ref. No. EHRESMANN J.O. 79620 (NO GROUT) Design ACCORDING TO TIAHE AIr222—F 11 CE 2" CLR 996 I NOTES: FIN GRADE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. CONCRETE SHALL BE AIR ENTRAINED (6t1.5%). CONCRETE SHALL HAVE A MAXIMUM CONCRETE WORK SHALL BE N ACCORDANCE WITH WATER/CEMENT'THE RATIO BUILDING L UILDING CODE \\/�\ REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318, LATEST EDITION. FOUNDATION INSTALLATION SHALL BE IN ACCORDANCE WITH ACI 336, TEMPLATE "STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF DRILLED PIERS", LATEST EDITION. AND NUTS u (12)— 4 2, REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM TIES @ A-615 (GRADE 60) EXCEPT THAT CAISSON TIES MAY BE ASTM A-615 6" C/C (GRADE 40). ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 315, LATEST EDITION, UNLESS DETAILED OTHERWISE ON THIS DRAWING. REM #4 3. SEE PAGE 1 FOR ANCHOR ROD QUANTITY, SIZE, LENGTH, AND BOLT z TIES CIRCLE. Li 12" C/C Z 3" CLR 4. APPROXIMATE CONCRETE VOLUME = 41 CUBIC YARDS. 0 vNi 5. FOUNDATION DESIGN IS BASED UPON GEOTECHNICAL EXPLORATION a REPORT U PREPARED BY: ADAPT ENGINEERING, INC. REPORT NO.: WA09-15850—GEO z 1'-10" DATED: MAY 14, 2009 MIN LAP 6. CONTRACTOR SHALL READ THE GEOTECHNICAL REPORT AND CONSULT I THE GEOTECHNICAL ENGINEER AS NECESSARY PRIOR TO CONSTRUCTION. 00 7. THE FOUNDATION WAS DESIGNED USING THE FOLLOWING FACTORED LOADS: MOMENT: 3022 FT—KIPS SHEAR: 29 KIPS AXIAL: 32 KIPS (28)—#g VERT REINF ::yti'?> FULL HEIGHT Df ,w J •(a•t"- d� }Y Ab 7'-0"1 o SHAFT __j CAISSON ( DRILLED PIER ) FOUNDATION ©Copyright 2009 by Paul J. Ford & Company, All Rights Reserved e RISAT Tower Job 60-Ft Monopole: WA1 Morgan Hill. Port Townsend, WA Page 1 of 13 Paul J Ford and Company Project Date 250 E.Broad Street Suite 1500 24809-0022 15:37:04 10/06/09 Columbus,OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering FAX 614.448.4105 Maria C Lopez Power Input Data There is a pole section. This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in Jefferson County,Washington. Basic wind speed of 85 mph. Structure Class II. Exposure Category C. Topographic Category 3. Crest Height 100.00 ft. Nominal ice thickness of 0.2500 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 30 mph is used in combination with ice. Temperature drop of 50°F. Deflections calculated using a wind speed of 60 mph. A non-linear(P-delta)analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Local bending stresses due to climbing loads,feedline supports, and appurtenance mounts are not considered. Options Consider Moments-Legs Distribute Leg Loads As Uniform q Treat Feedline Bundles As Cylinder Consider Moments-Horizontals Assume Legs Pinned Use ASCE 10 X-Brace Ly Rules Consider Moments-Diagonals Assume Rigid Index Plate Calculate Redundant Bracing Forces Use Moment Magnification Use Clear Spans For Wind Area Ignore Redundant Members in FEA Use Code Stress Ratios Use Clear Spans For KL/r SR Leg Bolts Resist Compression Use Code Safety Factors-Guys Retension Guys To Initial Tension All Leg Panels Have Same Allowable Escalate Ice Bypass Mast Stability Checks Offset Girt At Foundation Always Use Max Kz Use Azimuth Dish Coefficients J Consider Feedline Torque Use Special Wind Profile Project Wind Area ofAppurt. Include Angle Block Shear Check Include Bolts In Member Capacity Autocalc Torque Arm Areas 'A ,._ Poles Leg Bolts Are At Top Of Section SR Members Have Cut Ends J Include Shear-Torsion Interaction Secondary Horizontal Braces Leg Sort Capacity Reports By Componert Always Use Sub-Critical Flow Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted Sockets Add IBC.6D+W Combination Tapered Pole Section Geometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides in in in in L1 160.00-114.00 46.00 4.25 18 18.0000 28.5000 0.1875 0.7500 A572-50 (50 ksi) L2 114.00-78.25 40.00 5.25 18 27.1549 36.3125 0.2500 1.0000 A572-65 (65 ksi) L3 78.25-33.50 50.00 6.50 18 34.6106 46.0000 0.3125 1.2500 A572-65 Page RISA Towe ' Job 60-Ft Monopole: WA1 Morgan Hill. Port Townsend, WA 2 of 13 Paul J Ford and Company Project Date 250 E.Broad Street Suite 1500 24809-0022 15:37:04 10/06/09 Columbus,OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering FAX.'614.448.4105 Maria C Lopez Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius Sides in in in in (65 ksi) L4 33.50400 40.00 18 43.8944 53.0000 0.3125 1.2500 A572-65 (65 ksi) Tapered Pole Properties Section Tip Dia. Area 1 r C 1/C J I* w w/t in in, in in in in' in in' in Ll 18.2777 10.6007 424.9328 6.3234 9.1440 46.4712 850.4248 5.3013 2.8380 15.136 28.9397 16.8495 1706.3979 10.0509 14.4780 117.8614 3415.0411 8.4263 4.6860 24.992 L2 28.5618 21.3490 1952.4418 9.5512 13.7947 141.5358 3907.4528 10.6765 4.3393 17.357 36.8727 28.6156 4701.6671 12.8022 18.4468 254.8778 9409.5207 14.3105 5.9510 23.804 1-3 36.3588 34.0194 5055.9551 12.1758 17.5822 287.5616 10118.5629 17.0129 5.5415 17.733 46.7096 45.3163 11950.5138 16.2191 23.3680 511.4051 23916.7524 22.6625 7.5460 24.147 L4 46.0740 43.2278 10373.1839 15.4716 22.2983 465.1998 20760.0170 21.6180 7.1754 22.961 53-8176 52.2594 18328.0884 18.7041 26.9240 680.7342 36680.2933 26.1347 8.7780 28.09 Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Diagonals Hori=ontals ft ft in in in L1 1 1 1 160.00-114.00 L2 1 1 1 114.00-78.25 L3 78.25-33.50 1 1 1 L4 33.50-0.00 1 1 1 Feed Lime/Linear Appurtenances - Entered As Area Description Face Allow Component Placement Total CAAA Weight or Shield Type Number Leg ft ftz/ft plf LDF7-50A (1 5/8" C No Inside Pole 160.00-0.00 12 No Ice 0.00 0.92 foam) 1/2"Ice 0.00 0.92 LDF7-50A (1 5/8" C No Inside Pole 140.00-0.00 12 No Ice 0.00 0.92 foam) 1/2"Ice 0.00 0.92 LDF7-50A (1 5/8" C No Inside Pole 120.00-0.00 12 No Ice 0.00 0.92 foam) 1/2"Ice 0.00 0.92 Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CAAA CAAA Weight Section Elevation In Face Out Face ft f? k f� f? K L1 160.00-114.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.86 Job Page RISA Tower 60-Ft Monopole: WA1 Morgan Hill. Port Townsend, WA 3 of 13 Paul J Ford and Company Project Date 250 E.Broad Street Suite 1500 24809-0022 15:37:04 10/06/09 Columbus,OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering Maria C Lopez FAX:614.448.4105 Tower Tower Face AR AF CAAA CAAA Weight Section Elevation In Face Out Face ft f� f� - K L2 114.00-78.25 A _0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 1.18 L3 78.25-33.50 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 1.48 L4 33.50-0.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 1.11 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF CAAA CAAA Weight Section Elevation or Thickness In Face Out Face ft Leg in ft f? f? f? K L1 160.00-114.00 A 0.590 0.000 0.000 0.000 0.000 0,00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.86 L2 114.00-78.25 A 0.586 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 1.18 L3 78.25-33.50 A 0.590 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 1.48 L4 33.50-0.00 A 0.584 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 1.11 Feed Line Center of Pressure Section Elevation CP.r CPZ CPav CPZ Ice Ice ft in in in in L1 160.00-114.00 0.0000 0.0000 0.0000 0.0000 L2 114.00-78.25 0.0000 0.0000 0.0000 0.0000 L3 78.25-33.50 0.0000 0.0000 0.0000 0.0000 L4 33.50-0.00 0.0000 0.0000 0.0000 0.0000 Shielding Factor Ida Tower Feed Line Description Feed Line Ka Section RecordNo. Se ent Elev. No Ice �IK ce Discrete Tourer Loads Job e g Pa RISA Tower 60-Ft Monopole: WA1 Morgan Hill. Port Townsend, WA 4 of 13 Paul JFord and Company Project Date 250 E.Broad Street Suite I500 24809-0022 15:37:04 10/06/09 Columbus,OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering Maria C Lopez FAX.-614.448.4105 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft fry ft� K ft ft 5/8"x 8 ft lightning rod C From Face 0.00 0.0000 160.00 No Ice 0.50 0.50 0.01 0.00 1/2"Ice 1.31 1.31 0.01 4.00 (4)96"x 12"x 3"Panel A From Face 4.00 0.0000 160.00 No Ice 11.47 4.00 0.06 0.00 1/2"Ice 12.08 4.92 0.11 0.00 (4)96"x 12"x 3"Panel B From Face 4.00 0.0000 160.00 No Ice 11.47 4.00 0.06 0.00 1/2"Ice 12.08 4.92 0.11 0.00 (4)96"x 12"x 3"Panel C From Face 4.00 0.0000 160.00 No Ice 11.47 4.00 0.06 0.00 12"Ice 12.08 4.92 0.11 0.00 (3)8'T-Arm Mounts C None 0.0000 160.00 No Ice 10.84 10.84 0.37 1/2"Ice 12.41 12.41 0.42 (4)96"x 12"x 3"Panel A From Face 4.00 0.0000 140.00 No Ice 11.47 4.00 0.06 0.00 12"Ice 12.08 4.92 0.11 0.00 (4)96"x 12"x 3"Panel B From Face 4.00 0.0000 140.00 No Ice 11.47 4.00 0.06 0.00 1/2"Ice 12.08 4.92 0.11 0.00 (4)96"x 12"x 3"Panel C From Face 4.00 0.0000 140.00 No Ice 11.47 4.00 0.06 0.00 1/2"Ice 12.08 4.92 0.11 0.00 (3)8'T-Arm Mounts C None 0.0000 140.00 No Ice 10.84 10.84 0.37 1/2"Ice 12.41 12.41 0.42 (4)96"x 12"x 3"Panel A From Face 4.00 0.0000 120.00 No Ice 11.47 4.00 0.06 0.00 12"Ice 12.08 4.92 0.11 0.00 (4)96"x 12"x 3"Panel B From Face 4.00 0.0000 120.00 No Ice 11.47 4.00 0.06 0.00 12"Ice 12.08 4.92 0.11 0.00 (4)96"x 12"x 3"Panel C From Face 4.00 0.0000 120.00 No Ice 11.47 4.00 0.06 0.00 1/2"Ice 12.08 4.92 0.11 0.00 (3)8'T-Arm Mounts C None 0.0000 120.00 No Ice 10.84 10.84 0.37 1/2"Ice 12.41 12.41 0.42 Tower Pressures - No Ice Gg=1.100 Section Z Kz q: AG F AF AR A, Leg CAAA CAAA Elevation a % In Out c Face Face ft ft Psf f� e r t, ? L 1 135.29 1.349 25 90.500 A 0.000 90.500 90.500 100.00 0.000 0.000 Job Page SATowe� 60-Ft Monopole: WA1 Morgan Hill. Port Townsend, WA 5 of 13 Paul J Ford and Company Project Date 250 E.Broad Street Suite 1500 24809-0022 15:37:04 10/06/09 Columbus,OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering FAX 614.448.4105 Maria C Lopez Section = KZ q: AG F AF AR A,, Leg CAAA CAAA Elevation a % In Out c Face Face t t Psf f? e t !z ? 160.00-114.00 B 0.000 90.500 100.00 0.000 0.000 C 0.000 90.500 100.00 0.000 0.000 L2 95.31 1.253 26 97.470 A 0.000 97.470 97.470 100.00 0.000 0.000 114.00-78.25 B 0.000 97.470 100.00 0.000 0.000 C 0.000 97.470 100.00 0.000 0.000 L3 78.25-33.50 54.68 1.115 27 154.888 A 0.000 154.888 154.888 100.00 0.000 0.000 B 0.000 154.888 100.00 0.000 0.000 C 0.000 154.888 100.00 0.000 0.000 L4 33.50-0.00 15.99 0.86 30 139.432 A 0.000 139.432 139.432 100.00 0.000 0.000 B 0.000 139.432 100.00 0.000 0.000 C 0.000 139.432 ]00.00 0.000 0.000 Tower Pressure - With Ice GH=I.loo Section Z KZ q� tZ Ao F AF AR A,, Leg CAAA CAAA Elevation a % In Out c Face Face t ft PSf in f? e !z ? L1 135.29 1.349 3 0.5900 95.023 A 0.000 95.023 95.023 100.00 0.000 0.000 160.00-114.00 B 0.000 95.023 100.00 0.000 0.000 C 0.000 95.023 100.00 0.000 0.000 L2114.00-78.25 95.31 1.253 3 0.5863 100.985 A 0.000 100.985 100.985 100.00 0.000 0.000 B 0.000 100.985 100.00 0.000 0.000 C 0.000 100.985 100.00 0.000 0.000 L3 78.25-33.50 54.68 1.115 3 0.5896 159.261 A 0.000 159.261 159.261 100.00 0.000 0.000 B 0.000 159.261 100.00 0.000 0.000 C 0.000 159.261 100.00 0.000 0.000 L4 33.50-0.00 15.99 0.86 4 0.5841 142.724 A 0.000 142.724 142.724 100.00 0.000 0.000 B 0.000 142.724 100.00 0.000 0.000 C 1 0.000 142,72,41 1 100.00 0.000 0.000 Tower Pressure - Service GH=1.100 Section = Kz qz AG F AF AR A, Leg CAAA CAAA Elevation a % In Out c Face Face ft ft Psf t1 e f� ft2 f? ft ft, L1 135.29 1.349 11 90.500 A 0.000 90.500 90.500 100.00 0.000 0.000 160.00-114.00 B 0.000 90.500 100.00 0.000 0.000 C 0.000 90.500 100.00 0.000 0.000 L2 95.31 1.253 11 97.470 A 0.000 97.470 97.470 100.00 0.000 0.000 114.00-78.25 B 0.000 97.470 100.00 0.000 0.000 C 0.000 97.470 100.00 0.000 0.000 L3 78.25-33.50 54.68 1.115 12 154.888 A 0.000 154.888 154.888 100.00 0.000 0.000 B 0.000 154.888 100.00 0.000 0.000 C 0.000 154.888 100.00 0.000 0.000 L4 33.50-0.00 15.99 0.86 13 139.432 A 0.000 139.432 139.432 100.00 0.000 0.000 B 1 0.000 1 139.432 1 1 100.00 1 0.000 0.000 Page SA Tower Job 60-Ft Monopole: WA1 Morgan Hill. Port Townsend, WA 6 of 13 Paul JFord and Company Project Date 250 E.Broad Street Suite 1500 24809-0022 15:37:04 10/06/09 Columbus, OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering Maria C Lopez FAX 614.448.4105 Section - KZ q= AG F AF AR A,,, Leg CAAA CAAA Elevation a % In Out c Face Face t ft PS t e tz tz t ? C 0.000 139.432 100.00 0.000 0.000 Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.6 Wind 0 deg-No Ice 3 0.9 Dead+1.6 Wind 0 deg-No Ice 4 1.2 Dead+1.6 Wind 30 deg-No Ice 5 0.9 Dead+1.6 Wind 30 deg-No Ice 6 1.2 Dead+1.6 Wind 60 deg-No Ice 7 0.9 Dead+1.6 Wind 60 deg-No Ice 8 1.2 Dead+1.6 Wind 90 deg-No Ice 9 0.9 Dead+1.6 Wind 90 deg-No Ice 10 1.2 Dead+1.6 Wind 120 deg-No Ice 11 0.9 Dead+1.6 Wind 120 deg-No Ice 12 1.2 Dead+1.6 Wind 150 deg-No Ice 13 0.9 Dead+1.6 Wind 150 deg-No Ice 14 1.2 Dead+1.6 Wind 180 deg-No Ice 15 0.9 Dead+1.6 Wind 180 deg-No Ice 16 1.2 Dead+1.6 Wind 210 deg-No Ice 17 0.9 Dead+1.6 Wind 210 deg-No Ice 18 1.2 Dead+1.6 Wind 240 deg-No Ice 19 0.9 Dead+1.6 Wind 240 deg-No Ice 20 1.2 Dead+1.6 Wind 270 deg-No Ice 21 0.9 Dead+1.6 Wind 270 deg-No Ice 22 1.2 Dead+1.6 Wind 300 deg-No Ice 23 0.9 Dead+1.6 Wind 300 deg-No Ice 24 1.2 Dead+1.6 Wind 330 deg-No Ice 25 0.9 Dead+1.6 Wind 330 deg-No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+I.O Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg-Service 40 Dead+Wind 30 deg-Service 41 Dead+Wind 60 deg-Service 42 Dead+Wind 90 deg-Service 43 Dead+Wind 120 deg-Service 44 Dead+Wind 150 deg-Service 45 Dead+Wind 180 deg-Service 46 Dead+Wind 210 deg-Service 47 Dead+Wind 240 deg-Service 48 Dead+Wind 270 deg-Service 49 Dead+Wind 300 deg-Service 50 Dead+Wind 330 deg-Service Job e g Pa SA Tower 60-Ft Monopole: WA1 Morgan Hill. Port Townsend, WA 7 of 13 Paul J Ford and Company Project Date 250 E.Broad Street Suite 1500 24809-0022 15:37:04 10/06/09 Columbus,OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering Maria C Lopez FAX. 614.44&4105 Maximum Member Forces Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment _ Comb. K kip ft kip ft L1 160-114 Pole Max Tension 45 0.00 0.00 0.00 Max.Compression 26 -9.89 0.00 -0.01 Max.Mx 8 -5.35 366.22 -0.01 Max.My 14 -5.35 0.00 -366.22 Max.Vy 8 16.99 -366.22 -0.01 Max.Vx 14 16.99 0.00 -366.22 Max.Torque 8 -0.02 L2 114-78.25 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -15.34 0.00 -0.01 Max.Mx 8 -10.84 -1004.89 -0.01 Max.My 14 -10.84 0.00 -1004.90 Max.Vy 8 19.82 -1004.89 -0.01 Max.Vx 14 19.82 0.00 -1004.90 Max.Torque 8 -0.02 1-3 78.25-33.5 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -25.20 0.00 -0.01 Max.Mx 8 -20.70 -1959.33 -0.01 Max.My 14 -20.70 0.00 -1959.33 Max.Vy 8 24.18 -1959.33 -0.01 Max.Vx 14 24.18 0.00 -1959.33 Max.Torque 8 -0.02 L4 33.5-0 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -36.46 0.00 -0.01 Max.Mx 8 -32.03 -3021.91 -0.01 Max.My 14 -32.03 0.00 -3021.92 Max.Vy 8 29.12 -3021.91 -0.01 Max.Vx 14 29.12 0.00 -3021.92 Max.Torque 8 -0.02 Maximum Reactions Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Pole Max.Vert 26 36.46 0.00 -0,00 Max.H, 21 24.04 29.10 -0.00 Max.H. 3 24.04 0.00 29.10 Max.Mx 2 3021.90 0.00 29.10 Max.M. 8 3021.91 -29.10 -0.00 Max.Torsion 20 0.02 29.10 -0.00 Min.Vert 15 24.04 0.00 -29.10 Min.Hx 9 24.04 -29.10 -0.00 Min.H, 15 24.04 0.00 -29.10 Min.Mx 14 -3021.92 0.00 -29.10 Min.M, 20 -3021.91 29.10 -0.00 Min.Torsion 8 -0.02 -29.10 -0.00 Tourer mast Reaction Summary e RISA paver Job 60-Ft Monopole: WA1 Morgan Hill. Port Townsend, WA Page 8 of 13 Paul J Ford and Company Project Date 250 E.Broad Street Suite 1500 24809-0022 15:37:04 10/06/09 Columbus,OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering FAX 614.448.4105 Maria C Lopez Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment,M. Moment,M, K K K kip kip ft k ft Dead Only 26.71 0.00 0.00 0.01 0.00 0.00 1.2 Dead+1.6 Wind 0 deg-No 32.05 0.00 -29.10 -3021.90 0.00 0.00 Ice 0.9 Dead+1.6 Wind 0 deg-No 24.04 0.00 -29.10 -2995.65 0.00 0.00 Ice 1.2 Dead+1.6 Wind 30 deg-No 32.05 14.55 -25.20 -2617.42 -1511.17 0.01 Ice 0.9 Dead+1.6 Wind 30 deg-No 24.04 14.55 -25.20 -2594.56 -1497.97 0.01 Ice 1.2 Dead+1.6 Wind 60 deg-No 32.05 25.20 -14.55 -1511.17 -2617.43 0.02 Ice 0.9 Dead+1.6 Wind 60 deg-No 24.04 25.20 -14.55 -1497.97 -2594.57 0.01 Ice 1.2 Dead+1.6 Wind 90 deg-No 32.05 29.10 0.00 0.01 -3021.91 0.02 Ice 0.9 Dead+1.6 Wind 90 deg-No 24.04 29.10 0.00 0.01 -2995.66 0.02 Ice 1.2 Dead+1.6 Wind 120 deg- 32.05 25.20 14.55 1511.18 -2617.43 0.02 No Ice 0.9 Dead+1.6 Wind 120 deg- 24.04 25.20 14.55 1497.98 -2594.57 0.02 No Ice 1.2 Dead+1.6 Wind 150 deg- 32.05 14.55 25.20 2617.44 -1511.17 0.01 No Ice 0.9 Dead+1.6 Wind 150 deg- 24.04 14.55 25.20 2594.57 -1497.97 0.01 No Ice 1.2 Dead+1.6 Wind 180 deg- 32.05 0.00 29.10 3021.92 0.00 0.00 No Ice 0.9 Dead+1.6 Wind 180 deg- 24.04 0.00 29.10 2995.67 0.00 0.00 No Ice 1.2 Dead+1.6 Wind 210 deg- 32.05 -14.55 25.20 2617.44 1511.17 -0.01 No Ice 0.9 Dead+1.6 Wind 210 deg- 24.04 -14.55 25.20 2594.57 1497.97 -0.01 No Ice 1.2 Dead+1.6 Wind 240 deg- 32.05 -25.20 14.55 1511.18 2617.43 -0.02 No Ice 0.9 Dead+1.6 Wind 240 deg- 24.04 -25.20 14.55 1497.98 2594.57 -0.02 No Ice 1.2 Dead+1.6 Wind 270 deg- 32.05 -29.10 0.00 0.01 3021.91 -0.02 No Ice 0.9 Dead+1.6 Wind 270 deg- 24.04 -29.10 0.00 0.01 2995.66 -0.02 No Ice 1.2 Dead+1.6 Wind 300 deg- 32.05 -25.20 -14.55 -1511.17 2617.43 -0.02 No Ice 0.9 Dead+1.6 Wind 300 deg- 24.04 -25.20 -14.55 -1497.97 2594.57 -0.01 No Ice 1.2 Dead+1.6 Wind 330 deg- 32.05 -14.55 -25.20 -2617.42 1511.17 -0.01 No Ice 0.9 Dead+1.6 Wind 330 deg- 24.04 -14.55 -25.20 -2594.56 1497.97 -0.01 No Ice 1.2 Dead+1.0 Ice+1.0 Temp 36.46 0.00 0.00 0.01 0.00 0.00 1.2 Dead+1.0 Wind 0 deg+1.0 36.46 0.00 -3.47 -329.52 0.00 0.00 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 deg+1.0 36.46 1.73 -3.00 -285.37 -164.77 0.00 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 deg+1.0 36.46 3.00 -1.73 -164.75 -285.39 0.00 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 deg+1.0 36.46 3.47 -0.00 0.01 -329.53 0.00 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 36.46 3.00 1.73 164.78 -285.39 0.00 deg+1.0 Ice+1.0 Temp e SA sower Job 60-Ft Monopole: WA1 Pa Morgan Hill. Port Townsend, WA g 9 of 13 Paul JFord and Company Project Date 250 E.Broad Street Suite 1500 24809-0022 15:37:04 10/06/09 Columbus,OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering Maria C Lopez FAX.-614.448.4105 Load Vertical Shear, Shear. Overturning Overturning Torque Combination Moment,M Moment,M. K K _ K kip ft kip ft kip-t 1.2 Dead+1.0 Wind 150 36.46 1.73 3.00 285.40 -164.77 0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 36.46 0.00 3.47 329.55 0.00 0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 36.46 -1.73 3.00 285.40 164.77 -0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 36.46 -3.00 1.73 164.78 285.39 -0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 36.46 -3.47 -0.00 0.01 329.53 -0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 36.46 -3.00 -1.73 -164.75 285.39 -0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 36.46 -1.73 -3.00 -285.37 164.77 -0.00 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg-Service 26.71 0.00 -8.11 -838.78 0.00 0.00 Dead+Wind 30 deg-Service 26.71 4.05 -7.02 -726.40 419.39 0.00 Dead+Wind 60 deg-Service 26.71 7.02 4.05 419.39 -726.41 0.00 Dead+Wind 90 deg-Service 26.71 8.11 0.00 0.01 -838.78 0.00 Dead+Wind 120 deg-Service 26.71 7.02 4.05 419.40 -726.41 0.00 Dead+Wind 150 deg-Service 26.71 4.05 7.02 726.42 419.39 0.00 Dead+Wind 180 deg-Service 26.71 0.00 8.11 838.79 0.00 0.00 Dead+Wind 210 deg-Service 26.71 -4.05 7.02 726.42 419.39 -0.00 Dead+Wind 240 deg-Service 26.71 -7.02 4.05 419.40 726.41 -0.00 Dead+Wind 270 deg-Service 26.71 -8.11 0.00 0.01 838.78 -0.00 Dead+Wind 300 deg-Service 26.71 -7.02 -4.05 419.39 726.41 -0.00 Dead+Wind 330 deg-Service 26.71 4.05 -7.02 -726.40 419.39 -0.00 Solution Summary Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 1 0.00 -26.71 0.00 0.00 26.71 0.00 0.000% 2 0.00 -32.05 -29.10 0.00 32.05 29.10 0.008% 3 0.00 -24.04 -29.10 0.00 24.04 29.10 0.006% 4 14.55 -32.05 -25.20 -14.55 32.05 25.20 0.000% 5 14.55 -24.04 -25.20 -14.55 24.04 25.20 0.000% 6 25.20 -32.05 -14.55 -25.20 32.05 14.55 0.000% 7 25.20 -24.04 -14.55 -25.20 24.04 14.55 0.000% 8 29.10 -32.05 0.00 -29.10 32.05 -0.00 0.008% 9 29.10 -24.04 0.00 -29.10 24.04 -0.00 0.006% 10 25.20 -32.05 14.55 -25.20 32.05 -14.55 0.000% 11 25.20 -24.04 14.55 -25.20 24.04 -14.55 0.000% 12 14.55 -32.05 25.20 -14.55 32.05 -25.20 0.000% 13 14.55 -24.04 25.20 -14.55 24.04 -25.20 0.000% 14 0.00 -32.05 29.10 0.00 32.05 -29.10 0.008% 15 0.00 -24.04 29.10 0.00 24.04 -29.10 0.006% 16 -14.55 -32.05 25.20 14.55 32.05 -25.20 0.000% 17 -14.55 -24.04 25.20 14.55 24.04 -25.20 0.000% 18 -25.20 -32.05 14.55 25.20 32.05 -14.55 0.000% 19 -25.20 -24.04 14.55 25.20 24.04 -14.55 0.000% 20 -29.10 -32.05 0.00 29.10 32.05 -0.00 0.008% 21 -29.10 -24.04 0.00 29.10 24.04 -0.00 0.006% 22 -25.20 -32.05 -14.55 25.20 32.05 14.55 0.000% 23 -25.20 -24.04 -14.55 25.20 24.04 14.55 0.000% 24 -14.55 -32.05 -25.20 14.55 32.05 25.20 0.000% 25 -14.55 -24.04 -25.20 14.55 24.04 25.20 0.000% 26 0.00 -36.46 0.00 0.00 36.46 -0.00 0.000% Job e g Pa SAer-9 W 60-Ft Monopole: WA1 Morgan Hill. Port Townsend, WA 10 of 13 Project Date Paul J Ford and Company 24809-0022 15:37:04 10/06/09 250 E.Broad Street Suite 1500 Columbus,OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering FAX-614.448.4105 Maria C Lopez Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 27 �0.00 -36.46 -3.47 0.00 36.46 3.47 0.001% 28 1.73 -36.46 -3.00 -1.73 36.46 3.00 0.001% 29 3.00 -36.46 -1.73 -3.00 36.46 1.73 0.001% 30 3.47 -36.46 0.00 -3.47 36.46 0.00 0.001% 31 3.00 -36.46 1.73 -3.00 36.46 -1.73 0.001% 32 1.73 -36.46 3.00 -1.73 36.46 -3.00 0.001% 33 0.00 -36.46 3.47 0.00 36.46 -3.47 0.001% 34 -1.73 -36.46 3.00 1.73 36.46 -3.00 0.001% 35 -3.00 -36.46 1.73 3.00 36.46 -1.73 0.001% 36 -3.47 -36.46 0.00 3.47 36.46 0.00 0.001% 37 -3.00 -36.46 -1.73 3.00 36.46 1.73 0.001% 38 -1.73 -36.46 -3.00 1.73 36.46 3.00 0.001% 39 0.00 -26.71 -8.11 0.00 26.71 8.11 0.006% 40 4.05 -26.71 -7.02 -4.05 26.71 7.02 0,006% 41 7.02 -26.71 4.05 -7.02 26.71 4.05 0.006% 42 8.11 -26.71 0.00 -8.11 26.71 0.00 0.006% 43 7.02 -26.71 4.05 -7.02 26.71 -4.05 0.006% 44 4.05 -26.71 7.02 -4.05 26.71 -7.02 0.006% 45 0.00 -26.71 8.11 0.00 26.71 -8.11 0.006% 46 -4.05 -26.71 7.02 4.05 26.71 -7.02 0.006% 47 -7.02 -26.71 4.05 7.02 26.71 -4.05 0.006% 48 -8.11 -26.71 0.00 8.11 26.71 0.00 0.006% 49 -7.02 -26.71 4.05 7.02 26.71 4.05 0.006% 50 -4.05 -26.71 -7.02 4.05 26.71 7.02 0.006% Non-Linear Convergence Results Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 6 0.00000001 0.00000001 2 Yes 15 0.00008042 0.00010980 3 Yes 15 0.00005526 0.00008764 4 Yes 20 0.00000001 0.00006974 5 Yes 19 0.00000001 0.00010889 6 Yes 20 0.00000001 0.00006971 7 Yes 19 0.00000001 0.00010885 8 Yes 15 0.00008042 0.00010981 9 Yes 15 0.00005526 0.00008765 10 Yes 20 0.00000001 0.00006975 11 Yes 19 0.00000001 0.00010890 12 Yes 20 0.00000001 0.00006972 13 Yes 19 0.00000001 0.00010886 14 Yes 15 0.00008042 0.00010980 15 Yes 15 0.00005526 0.00008764 16 Yes 20 0.00000001 0.00006972 17 Yes 19 0.00000001 0.00010886 18 Yes 20 0.00000001 0.00006975 19 Yes 19 0.00000001 0.00010890 20 Yes 15 0.00008042 0.00010981 21 Yes 15 0.00005526 0.00008765 22 Yes 20 0.00000001 0.00006971 23 Yes 19 0.00000001 0.00010885 24 Yes 20 0.00000001 0.00006974 25 Yes 19 0.00000001 0.00010889 26 Yes 6 0.00000001 0.00000001 27 Yes 15 0.00000001 0.00005217 SA Tower Job 60-Ft Monopole: WA1 Morgan Hill. Port Townsend, WA Page11 of 13 Paul J Ford and Company Project Date 250 E.Broad Street Suite 1500 24809-0022 15:37:04 10/06/09 Columbus,OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering Maria C Lopez FAX:614.448.4105 28 Yes 15 0.00000001 0.00005646 29 Yes 15 0.00000001 0.00005645 30 Yes 15 0.00000001 0.00005218 31 Yes 15 0.00000001 0.00005647 32 Yes 15 0.00000001 0.00005647 33 Yes 15 0.00000001 0.00005218 34 Yes 15 0.00000001 0.00005647 35 Yes 15 0.00000001 0.00005647 36 Yes 15 0.00000001 0.00005218 37 Yes 15 0.00000001 0.00005645 38 Yes 15 0.00000001 0.00005646 39 Yes 14 0.00014501 0.00009204 40 Yes 14 0.00014455 0.00013800 41 Yes 14 0.00014455 0.00013777 42 Yes 14 0.00014502 0.00009204 43 Yes 14 0.00014455 0.00013807 44 Yes 14 0.00014455 0.00013784 45 Yes 14 0.00014502 0.00009204 46 Yes 14 0.00014455 0.00013784 47 Yes 14 0.00014455 0.00013807 48 Yes 14 0.00014502 0.00009204 49 Yes 14 0.00014455 0.00013777 50 Yes 14 0.00014455 0.00013800 Maximum Tower Deflections - Service Wind Section Elevation Hors. Gov. Tilt Twist No. Deflection Load (t in Comb. ° L1 160-114 37.838 45 2.1677 0.0001 L2 118.25-78.25 20.324 45 1.7128 0.0000 L3 83.5-33.5 9.815 45 1.1293 0.0000 L4 40-0 2.251 45 0.5087 0.0000 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in oft 160.00 5/8"x 8 ft lightning rod 45 37.838 2.1677 0.0001 25857 140.00 (4)96"x 12"x 3"Panel 45 29.031 1.9747 0.0001 6463 120.00 (4)96"x 12"x 3"Panel 45 20.969 1.7372 0.0000 3253 Maximum Tower Deflections - Design Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load in Comb. o ° L 1 160-114 136.073 14 7.8032 0.0005 L2 118.25-78.25 73.170 14 6.1698 0.0001 L3 83.5-33.5 35.358 14 4.0701 0.0001 Job Page 'SA 16wer 60-Ft Monopole: WA1 Morgan Hill. Port Townsend, WA 12 of 13 Paul J Ford and Company Project Date 250 E.Broad Street Suite 1500 24809-0022 15:37:04 10/06/09 Columbus,OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering Maria C Lopez FAX 614.448.4105 Section Elevation Horz. Gov. Tilt Twist, No. Deflection Load in Comb. o ° L4 40-0 8.110 14 1.8335 0.0000 Critical.Deflections and Radius of Curvature Design !Mind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature A Comb. in o oft 160.00 5/8"x 8 ft lightning rod 14 136.073 7.8032 0.0005 7418 140.00 (4)96"x 12"x 3"Panel 14 104.452 7.1200 0.0003 1851 120.00 (4)96"x 12"x 3"Panel 14 75.490 6.2594 0.0001 926 Compression Checks Pole Design Data Section Elevation Size L L� KI/r A P� �P Ratio No. P� ft ft ft in' K K gyp" Ll 160-114(1) TP28.5xl8x0.1875 46.00 0.00 0.0 16.2721 -5.35 732.25 0.007 L2 114-78.25(2) TP36.3125x27.1549x0.25 40.00 0.00 0.0 27.6619 -10.84 1618.22 0.007 L3 78.25-33.5(3) TP46x34.6106x0.3125 50.00 0.00 0.0 43.8477 -20.70 2565.09 0.008 L4 33.5-0(4) TP53x43.8944x0.3125 40.00 0.00 0.0 52.2594 -32.03 2893.79 0.011 Pole.Bending Design Data Section Elevation Size M_ Ratio M y WM y Ratio No. M M ft kip ft kip ft �M kip ft kip ft W L1 160-114(1) TP28.5xl8x0.1875 366.27 412.12 0.889 0.00 412.12 0.000 L2 114-78.25(2) TP36.3125x27.1549x0.25 1005.05 1160.81 0.866 0.00 1160.81 0.000 L3 78.25-33.5(3) TP46x34.6106x0.3125 1959.63 2333.60 0.840 0.00 2333.60 0.000 L4 33.5-0(4) TP53x43.8944x0.3125 3022.35 3141.22 0.962 0.00 3141.22 0.000 Pole Shear Design Data Section Elevation Sire Actual V Ratio Actual Ratio No. V. V. T. T. ft K K �V kip ft kiP-ft_ r T. L1 160-114(1) TP28.5xl8x0.1875 16.99 219.72 0.077 0.01 843.72 0.000 L2 114-78.25(2) TP36.3125x27.1549x0.25 19.82 485.56 0.041 0.01 2377.24 0.000 L3 78.25-33.5(3) TP46x34.6106x0.3125 24.18 769.67 0.031 0.01 4778.52 0.000 L4 33.5-0(4) TP53x43.8944x0.3125 29.12 917.33 0.032 0.01 6425.06 0.000 Job e gPa SA I Uwe ' 60-Ft Monopole: WA1 Morgan Hill. Port Townsend, WA 13 of 13 Paul J Ford and Company Project Date 250 E.Broad Street Suite 1500 24809-0022 15:37:04 10/06/09 Columbus,OH43215 Client Designed by Phone:614.221.6679 Ehresmann Engineering FAX.614.448.4105 Maria C Lopez Section Elevation Size Actual V. Ratio Actual �T Ratio No. V. V. T. T ft K K ]n kip ft kip ft �T Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P M- M-y V T. Stress Stress ft �P W— W �V �T Ratio Ratio L1 160-114(1) 0.007 0.889 0.000 0.077 0.000 0.902 1.000 4.10-1a L2 114-78.25(2) 0.007 0.866 0.000 0.041 0.000 0.874 1.000 4.10-1a I/ L3 78.25-33.5(3) 0.008 0.840 0.000 0.031 0.000 0.849 1.000 4.10-1 a V L4 33.5-0(4) 0.011 0.962 0.000 0.032 0.000 0.974 1.000 4.10-la Section Capacity Table Section Elevation Component Size Critical P eP.11.. % Pass No. /t Type Element K K Capacity Fail L1 160-114 Pole TP28.5x18x0.1875 1 -5.35 732.25 90.2 Pass L2 114-78.25 Pole TP36.3125x27.1549x0.25 2 -10.84 1618.22 87.4 Pass L3 78.25-33.5 Pole TP46x34.6106x0.3125 3 -20.70 2565.09 84.9 Pass L4 33.5-0 Pole TP53x43.8944x0.3125 4 -32.03 2893.79 97.4 Pass Summary Pole(L4) 97.4 Pass RATING= 97.4 Pass Program Version 5.3.1.0-10/3/2008 File:T:/248_Ehresmann/2009/24809-0022/24809-0022 no reduction.eri o ate PAUL J. FORD AND COMPANY 10/6/2009 STRUCTURAL ENGINEERS - Project 250 E.Broad Street,Suite 1500 160 ft Monopole Columbus,Ohio 43215 Phone:(614)221-6679 Client FAX. (614)448-4105 Ehresmann Engineering Inc 3 �Aonopole�Bolt &�=Plate �►na1 s'sps VMS Design/Analysis in Accordance with TIA/EIA-222-G Factored Resultant Loads Moment= 3022.00 ft-k Shear= 29.0 k Axial= 32.0 k Flange Plate Geometry Shaft Shape 18-Sides Plate Shape Round Bolt Type ASTM A615(Gr75) Base Diameter(Dr) 53.00 in Plate Thickness 2.50 in Bolt Size 2 1/4 in Base Diameter(DP) 53.82 in Plate Width 67.00 in Bolt Quantity 18 Plate Elevation 0.00 ft Plate Strength 50 ksi Bolt Circle 60.00 in Bolt Stress Bolt Tension(P 1) 134.31 k Moment of Inertia 8100.00 in' Bolt Compression(P,) 136.09 k Vu Pu + Bolt Shear(V) 1.61 k n = 0.539 < 1.0 Net Bolt Area(An) 3.25 in` OPTIT Min Tensile Strength(F b) 100.00 ksi Tensile Capacity(OR t) 260.00 k OR,,,=0.8*F b*A n(Base Detail d) 0.40. Bolts Are Stressed to 53.9 of Capacity Plate Stress Plate Moment 476.31 in-k Effective Plate Width 9.25 in Plastic Section Modulus(Z) 14.45 Plastic Moment(MP) 722.675 in-k Factored Resistance(�M j 650.407 in-k > 476.31 in-k OK Flange Plate is Stressed to 73.2% of Capacity PJF_Pole (tm) - Monopole Design Program Windows Version 3 .04.0000 Thu Oct 8, 2009 - 12:32:41 pm (c) 1993 to 2000 PAUL J. FORD AND COMPANY, Columbus, Ohio ------------------------------------------------------------------------------------ Job No. . . . . . : 24809-0022 Design No: Engineer : MCL Description : 160-ft monopole. - WA1 Morgan Hill; Port Townsend, Washington Design. . . . . : 85 mph / 30 mph with 1/4" ice Owner. . . . . . : Verizon Wireless Client: Ehresmann Engineering Status. . . . . : Final Design Revision: Rev. Date : -----------------------------------------------------------•------------------------- S U M M A R Y O F C U R R E N T C A I S S O N D E S I G N ------------------------------------------------------------------------------------ Diameter (ft) . . . . . . 7.00 Compression (kips) : 32.00 Friction S.F . . . . . . . 2.00 Min. Depth (ft) . . . : 18.50 Horizontal (kips) : 29.00 Lateral S.F . . . . . . . : 1.33 Depth Used (ft) . . . : 28.00 Uplift (kips) . . . . : 0.00 Concrete S.F . . . . . . : 1.00 Rebar Area (in'2) . . 28.00 Moment (Ft-kips) . : 3022.0 Concrete F'c (psi) : 4000.0 Rebar Used . . . . . . . . : (28) #9 Full Cohesion (ft) : 21.00 Steel Cover (in) . . : 3.00 Water at (ft) . . . . . : 99.00 Rock at (ft) . . . . . : 0.00 ------------------------------------------------------------------------------------ SOIL PROFILE . Soil Layer Unit 0,7Su VLT. Allowable Friction Passive Cohesion Layer Thickness Weight Friction Bearing Angle- Phi Coeff. - KP (c) (ft) (pcf) (psf) (psf) (deg) (psf) 1 2.00 100.00 0.00 0.00 0.00 1.000 0.00 2 6.00 100.00 0.00 0.00 33.75 3.500 0.00 3 13.00 100.00 0.00 0.00 39.52 4.500 0.00 4 10.00 100.00 0.00 22500.00 39.52 4.500 0.00 ------------------------------------------------------------------------------------ LATERAL / MOMENT CAPACITY (CHECK) : Min Design Actual Design Caisson Diameter (ft) 7.00 7.00 Height Above Grade (ft) 0.50 0.50 Depth Below Grade (ft) 18.50 28.00 Concrete Volume (CY) 27.08 40.62 Applied Moment From Loads (Working) , Mwork(Ft-kip) : 3430.90 3620.85 Resisting Moment From Soil (Ult) , Mult(Ft-kip) . . . . 5139.37 17194.21 Moment S.F. (Mult / Mwork) 1.50 4.75 Applied Horizontal Load (Working) , Hwork (Kips) . . . 29.00 29.00 Horizontal Soil Resistance (Ultimate) , Hult (Kips) : 48.87 50.62 Horizontal S.F. (Hult / Hwork) . . . . . . . . . . . . . . . . . . . . 1.69 1.75 Center of Rotation (from grade) (ft) . . . . . . . . . . . . . : 13.60 20.15 Inflection Point (Max Design Moment Location (ft) . 4.20 4.30 Maximum Factored Design Moment for Reinf. (Ft-kip) : 3482.26 3482.26 Area Steel Required From Loads (in'2) . . . . . . . . . . . . . 19.80 19.80 ACI Minimum Steel (0.5%) (in'2) . . . . . . . . . . . . . . . . . . . 27.71 27.71 Area Reinf. Steel Provided (in'2) . . . . . . . . . . . . . . . . . 28.00 28.00 ------------------------------------------------------------------------------------ UPLIFT CAPACITY CHECK : Actual Uplift on Caisson (Kips) 0.00 0.00 Allowable Uplift Capacity (Kips) . . . . . . . . . . . . . . . . . : 87.74 131.62 ------------------------------------------------------------------------------------ COMPRESSION CAPACITY CHECK : Actual Compression on Caisson (Kips) . . . . . . . . . . . . . : 32.00 32.00 Total Compression (Includes Concrete Wt.) (Kips) . . 70.48 88.76 0,75 x VLT Compression Capacity (Kips) . . . . . . . . . . . . . 0.00 865.90 ------------------------------------------------------------------------------------ CAISSON DESIGN: USE: 7.00 ft Diameter X 28.50 ft Long (Concrete Volume = 40.62 CY) Reinf: (28) #9 Vert, w/Closed Ties: (12)#4 Q6.011, remaining ties @12.01' (ASTM A615) ------------------------------------------------------------------------------------ i LEASE AREA DESCRIPTION: THAT PORTION OF THE NORTH Y2 OF SECTION 9, TOWNSHIP 30 NORTH, RANGE 1 WEST, W.M., SITE OWNER: JEFFERSON COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: CITY OF PORT TOWNSEND, WA COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST Y4 OF SAID SECTION 9; CONTACT: BOB LACROIX Ve/'/2pffIvirelBSS THENCE ALONG THE WEST LINE OF SAID SUBDIVISION SOUTH 02'02'02" WEST 310.81 FEET; OFFICE: 306-379-5001 THENCE NORTH 8757'58" WEST 36.28 FEET TO THE TRUE POINT OF BEGINNING; MOBILE: 306-301-0807 THENCE NORTH 87'57'58" WEST 50.00 FEET; THENCE NORTH 02'02'02" EAST 50.00 FEET; APPLICANT: THENCE SOUTH 8757'58" EAST 50.00 FEET; ON WIRELESS R I D G E THENCE SOUTH 02'02'02" WEST 50.00 FEET TO THE TRUE POINT OF BEGINNING; VERIZON SE EAST GATEWAY COMMUNICATIONS,INC. CONTAINING 2500 SQUARE FEET, MORE OR LESS. BELLEVUE, WASHINGTON 98008 Drawings Produce. By: ACCESS AND UTILITY EASEMENT DESCRIPTION: SITE DEVELOPMENT' A TRACT OF LAND LOCATED IN THAT PORTION OF THE NORTH OF SECTION 9, TOWNSHIP 30 GAZLEY Y2 NORTH, RANGE 1 WEST, W.M., JEFFERSON COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: RIDGE COMMUNICATIONS, INC• PLOWMAN 4707 SW KELLY AVENUE, SUITE 207 . ARCHITECTS SAID TRACT BEING A 20 FOOT WIDE STRIP OF LAND LYING 10 FEET ON BOTH SIDES OF THE PORTLAND, OREGON 97239 2701 NW Vmrgh" FOLLOWING DESCRIBED CENTERLINE: AV Suar 764 CONTACT: LAURA HOPFER Po Imd,Or.97210 OFFICE: 503-206-8586 503 274 78M COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST Y4 OF SAID SECTION 9; MOBILE: 503-577-8710 503 274 7803 F. THENCE ALONG THE WEST LINE OF SAID SUBDIVISION SOUTH 02'02'02" WEST 310.81 FEET; EMAIL: LAURA.HOPFERORIDGECOMMUNICATE.COM VerlNflwireless THENCE NORTH 87'57'58" WEST 42.28 FEET TO THE TRUE POINT OF BEGINNING; REGISTERED THENCE SOUTH 02'02'58" WEST 0.36 FEET TO A CURVE TO THE LEFT HAVING A RADIUS OF CONSTRUCTION MANAGEMENT: AR-TECT 20.00 FEET AND A CENTRAL ANGLE OF 51'26'26"; VERIZON WIRELESS THENCE ALONG SAID CURVE 17.96 FEET; SE EAST GATEWAY ERIZILE THENCE SOUTH 49'23'28" EAST 57.08 FEET TO A CURVE TO THE LEFT HAVING A RADIUS OF BELLEVUE, VUE, WASHINGTON 98008 �"�°F wavmrcTa/ 15.00 FEET AND A CENTRAL ANGLE OF 85'02'23"; CONTACT: ED STEWART THENCE ALONG SAID CURVE 22.26 FEET; PHONE: 206-402-1678 THENCE NORTH 45'34'09" EAST 102.49 FEET TO A CURVE TO THE LEFT HAVING A RADIUS OF EMAIL: EDWARD.STEWART®VERIZONWIRELESS.COM 155.00 FEET AND A CENTRAL ANGLE OF 43.41'37"; 0 THENCE ALONG SAID CURVE 118.20 FEET; \ THENCE NORTH 01'52'32" EAST 48.112 FEET; WAI MORGAN HILL ARCHITECT: < THENCE NORTH 07'45'08" EAST 48.11 FEET; Y o z THENCE NORTH 18'29'29" EAST 26.63 FEET TO THE NORTH LINE OF SAID SECTION 9 AND THE GAZLEY PLOWMAN ARCHITECTS, AIA 0 w O TERMINUS OF THIS CENTERLINE DESCRIPTION; 2701 NW VAUGHN STREET, SUITE 764 0) PORTLAND, OREGON 97210 0 13 SIDELINES TO BE LENGTHENED AND SHORTEN TO INTERSECT WITH EACH OTHER AND THE NORTH PORT TOWNSEND WA 98368 CONTACT: DEAN HOQUE a 00 (3 LINE OF SAID SECTION 9 AND THE SOUTH LINE OF THE LEASE AREA BEING SERVED BY THIS PHONE: 503-274-7800 x237 \ EASEMENT. EMAIL: DHOQUE®GPARCHITECTS.NET -0) w ow SURVEYOR• 0 • M 0O Z J VI LEGAL DESCRIPTIONS 145DUN SW 15 S COMPANY, INC "Iz¢w> n Y oz�W 145 SW 155TH STREET, SUITE 102 o w N w N x ' L.sry f SEATTLE, WASHINGTON 98166 T1.0 TITLE SHEET o SITE ADDRESS CONTACT: KEVfN WALKER T2.0 GENERAL NOTES & LEGEND w- OFFICE: 206-244-4141 N N � I Ij EMAIL: KEVINW®DUNCANSONCO.COM LO o C J�� lI n a rat pq;e 2911 20TH STREET C1 SITE SURVEY 0 m n ex l( _� r I `ye� Ij�•J ' I�� �i�\i�� PORT TOWNSEND, WA 98368 C2 SITE SURVEY rn Ix`y' LAT: 48' 6' 50.27" N A1.0 SITE PLAN ELECTRICAL ENGINEER: 0 1� LON: 122' 48' 39.03" W A1.1 ENLARGED SITE PLAN 0 z TAX LOT 001092004 R&W ENGINEERING, INC N z¢ H A2.0 ELEVATIONS \ S r 9615 SW ALLEN BLVD, SUITE 107 N o O z J ; I` a. ,ots A3.0 ANTENNA DETAILS & STRUCTURAL NOTES o m N U_ y arm GROUND ELEVATION: 293.8' AMSL BEAVERTON, OREGON 97005 A3.1 EQUIPMENT DETAILS rn o J z•❑ CONTACT: GREG ROBERTSON 0 STRUCTURE HEIGHT: 160' AGL E01 CONSTRUCTION DETAILS PHONE: 503-292-6000 \o O 3 E01 LEGENDS AND UTILITY CONTACTS o z w ❑p ^ [� TOTAL STRUCTURE ELEVATION: 453.8' AMSL EMAIL: GROBERTSON®RWENG.COM z- E02 OVERALL SITE PLAN N L_�ww f� I�'rl"n• �-'�°Pa+dc`uT 1 raaV�: E03 ELECTRICAL SITE PLAN o w N X '�T--)�I r sire r ��Towneend•�-rj I 1 OCCUPANCY: E04 SHEET NOTES CONTINUED TELCO COMPANY: Na. Dote ey Re;.ions S II {nvf t�r1'���` ��� =�.r. lnLj N/A E05 ONE-LINE DIAGRAM I I 4_ y�rll- �C-Q- 11 --.�+ QWEST Fiie no. OY001 T f QOCQ_a�aQC�j�oLITTJ-� �vp CONSTRUCTION TYPE: CONTACT: DAN O'TOOLE Date 02/1e/09 ��y' ��•�rlC]Gl TOWER: II-B PHONE: (360) 478-4423 CG] �7_ ns or]C� Designed by Bp � ��[AiRBaal Boa_< JURISDICTION: y EK oo�„-, (�" Q. p�1. POWER COMPANY: Checked by 9p l CITY OF PORT TOWNSEND PUGEf SOUND ENERGY Approved by 51pP l 11 Irl �� a ❑ CONTACT: DON CHALLMdR ram- i is I, �G9°II ❑nu�a na� 00B1 Fro El \� ZONING: i1 � � EMAIL: DON.CHALLMAN®PSEICOM� C u U ,//' II'��111L_� 7E+�L�LIt}�! `• P/OS8 OPEN SPACE jFncT Date issued 02/te/oo �%� . I 51 ' 9";�Dr® SITE INFORMATION: Date ,saed far -_. � "�/ J I q��i� 3 °Z r Zoning 5 Permit 07 06 OY L� }3y I' 1floa�� e / / - - -r li /� Il�fwn®���LJIxw�� {{{��� TOWER SETBACKS: 20' 1 - Buildings Pe.mit� \ � '" � HEIGHT LIMITS: N A 1 3 L J� U a / Dote issued a >» Le�Dr�✓ N PROJECT PARCEL AREA: 203,609t SQ. FT. or Bid �� 7 � Date issued j1 iL -.-9-1 r®/ `� 'at�h._.-r PROPOSED LEASED AREA: 50'X50' ' for coas[ructmn: PROPOSED PROJECT AREA: 38'X35' CITY OF FCR,T 101r'NSEND REQUIRED SETBACKS: N/A SHEET INDEX DSD Project title DRIVING DIRECTIONS: 44� WA' TIRE SIGNATURE DATE EGISTERED MORGAN HILL FROM THE BELLEVUE SWITCH, TAKE 1-90 WEST TOWARD SEATTLE. H T TAX LOTS001092004 TAKE EXIT 2C FOR I-5 NORTH TOWARD VANCOUVER, BC. CONTINUE ON 1-5 NORTH. RF ENGINEER Pet t TOW EN PORT TOWNSEND, WA 98368 TAKE EXIT 177 TOWARD EDMONDS. FOLLOW SIGNS FOR 244TH ST SW W AND MERGE ONTO ADA COMPLIANCE' NE 205TH ST/244TH ST SW/LAKE BALLINGER WAY/WA-104. SLIGHT RIGHT AT EDMONDS PROJECT MANAGER WAY/WA-104. CONTINUE TO FOLLOW EDMONDS WAY. CONTINUE ON SUNSET AVE/WA-104. THE FACILITY IS UNSTAFFED AND UNOCCUPIED LEY Sheet title TURN LEFT AT MAIN ST/WA-104. TAKE THE EDMONDS-KINGSTON FERRY TO KINGSTON. 'u CONTINUE STRAIGHT ONTO WA-104. TURN RIGHT AT WA-104/WASHINGTON BLVD NE. TURN PROJECT SUMMARY: SITE ACQUISITION STATE M TITLE SHEET LEFT AT NE E 1ST STREET/WA-104. STAY ON WA-104. TURN RIGHT AT BEAVER VALLEY THE PROJECT IS FOR A NEW VERIZON RD/WA-19. SLIGHT RIGHT AT WA-20. TURN LEFT AT MILL ROAD. TURN RIGHT AT DISCOVERY WIRELESS TELECOMMUNICATIONS SITE ZONING CONTACT ROAD. GO LEFT AT SHERIDAN AND GO LEFT AT HASTINGS. TURN LEFT AT HOWARD ST. CONSISTING OF A NEW FENCED COMPOUND HOWARD STREET TURNS RIGHT AND BECOMES 20TH STREET. FOLLOW 20TH STREET TO DIRT CONTAINING OUTDOOR EQUIPMENT, GENERATOR ACCESS ROAD. AND 160' MONOPOLE WITH NEW ANTENNAS. PROPERTY OWNER sheet T1 0 VICINITY MAP PROJECT SUMMARY APPROVALS PROJECT TEAM • � . , !' r : GENERAL NOTES SPECIAL INSPECTIONS CONT.: LANDSCAPING NOTES CONT.: ve/i ?wireless 1. THE FACILITY IS AN UNOCCUPIED SPECIALIZED MOBILE RADIO FACILITY. 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT TO THE 8. TOP DRESS PLANTING AREAS WITH FERTILIZER (16-16-16, WITH OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR AND BUILDING MICRONUTRIENTS, AGRIFORM PLANT TABS 20-10-5, 10 GRAM AND 21 GRAM 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A GRAPHIC OFFICIAL AS EACH TEST IS COMPLETED. TABLETS) AT THE FOLLOWING RATES: REPRESENTATION OF THE FINAL INSTALLATION. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR 3. ANY MATERIAL WHICH FAIL TO MEET THE PROJECT SPECIFICATIONS SHALL - GROUNDCOVER: 1 OUNCE PER PLANT COMMUNICATIONS,I NC. NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE - SHRUBS: 4 OUNCES PER PLANT Drawings Producec By: DRAWINGS. STRUCTURAL ENGINEER. SPECIAL INSPECTOR TESTING REQUIREMENTS APPLY - TREES: 6 OUNCES PER PLANT EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTOR SHALL VISIT THE 9. MULCH PLANTING BEDS WITH APPROVED MEDIUM GRADE ROTTED BARK BUST, GAZLEY JOB SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD 4. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS FOR 3/4-INCH MINUS TO DEPTH OF 2 INCHES. PLOW MAN CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE THE MATERIAL USED IF THE CONSTRUCTION TOOK PLACE ON SITE. v ARCHITECTS ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTINUOUS INSPECTION WILL NOT BE REQUIRED DURING PREFABRICATION 10. PLANT MATERIALS MUST BE INSTALLED TO CURRENT NURSERY STANDARDS 2701 NW V.gh. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION AND FURNISHES Sain 764 AND PROPERLY SUPPORTED TO ENSURE SURVIVAL. Poniand.Or.97210 PROJECT MANAGER. EVIDENCE OF COMPLIANCE. 5032747900 4. THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO 5. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT CERTIFYING THAT 11. PLANTS MUST BE HANDWATERED AND BE IN HEALTHY CONDITION AT THE END 503 274 7W3 Fax PROCEED BEFORE STARTING WORK. ALL WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE OF THE 1 YEAR WARRANTY PERIOD OR A FULL GROWING SEASON FROM THE SPECIAL INSPECTOR'S KNOWLEDGE IN CONFORMANCE WITH THE APPROVED DATE OF SUBSTANTIAL COMPLETENESS, WHICHEVER IS GREATER. REGISTERED 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN PERMIT PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP LEGEND avCWTECT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS PROVISIONS. SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR SYMBOLS �A w A� REGULATIONS TAKE PRECEDENCE. SITE NOTES: DETAIL No. 6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT OA GRID LINE ACCORDANCE WITH APPLICABLE CODES, REGULATIONS AND ORDINANCES. i DETAIL • USE APPROVED MATERIAL FROM FOUNDATION EXCAVATION TO FILL AND GRADE SITE WITH CROWN AS INDICATED. COMPACT TO 95%. o REFERENCE MATCH LINE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, � ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC J AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK. MECHANICAL 2. GRADE SITE WITH CROWN FROM SHELTER. SLOPE TO ALL EDGES OF SITE t BUILDING AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL PERIMETER A 2.5%. AD.o SECTION --- WORK POINT m Y o Z APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL o' HEIGHT o w c3 w AND STATE JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE 3. EXCAVATE MINIMUM NECESSARY TO GRUB SITE; REMOVE SOD, ROOTS AND aF.F. MARKER o REGULATIONS. ALL UNSUITABLE SOIL FROM PROJECT. Aao WALL SECTION GO O KEY o > 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING BEST 4. FINISH SITE WITH 4" OF 3/4" MINUS WITH NO FINES. OVER 4" OF 1 1/2" NOTE m x oL3 SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY MINUS CRUSHED ROCK. APPLY OVER GEOTEXTILE. COMPACT TO 98% MAX ei o w v W EXTERIOR EQUIPMENT RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, DENSITY PER ASTM 01557. TREAT GRAVELED SITE WITH APPROVED WEED Ao.o ELEVATION TYPE z SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF STERILIZER. t to N C,THE WORK UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION Qj REVISION o z a w_ WITH THE PROJECT MANAGER AND WITH LANDLORD'S AUTHORIZED aoo•o FINISH n Y O Z� REPRESENTATIVE. 5. MIRIAFI BRAND GEOTEXTILE FABRIC OVER COMPACTED SUBGRADE UNDER ALL SPOT GRADE 0 w N tL to Ct NEW GRANULAR SURFACES. 000.0, EXISTING p z 8. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS SPOT GRADE N 00 En THAN 2-A OR 2-A10BC WITHIN 5 FEET OF TRAVEL DISTANCE TO ALL 6. WHERE NECESSARY DUE TO SOIL SITE CONDITIONS: REMOVE UNSUITABLE PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. MATERIAL AND REPLACE WITH 4-6" LIFTS OF 4" MINUS CRUSHED ROCK EQUIPMENT Lon m rn a: COMPACTED TO 95%. REVIEW WITH PROJECT MANAGER PRIOR TO 4 NEW ANTENNA UTILITY POLE 9. THE CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PROCEEDING WITH WORK. PHONE, AND KEEP SAME ON SITE WHENEVER ANY PERSONNEL ARE ON FIRE HYDRANT F- POLE GUY WIRE N SITE. 7. SLAB BASE: 3/4" MINUS CRUSHED ROCK COMPACTED TO 92% MODIFIED 11z a PROCTOR MAX. DRY DENSITY IN ACCORDANCE WITH ASTM D1557 OR AASHTO LIGHT STANDARD o m o U_ 10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR T-180 0 MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR MATERIALS CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF STRUCTURAL STEEL: SEE SHEET A3.0 p z_ THE WORK. LANDSCAPING NOTES: 0 CONCRETE � EARTH N Y o� p w N O' 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT CMU GRAVEL No. Dote By Revisions EXISTING IMPROVEMENTS, PAVING, CURBS, GALVANIZED SURFACES, ETC., . TO CONTAIN 35 - 40% AND UPON COMPLETION OF WORK, REPAIR ANY DAMAGE THAT OCCURRED 1 TOPSOIL SHALL CONSIST OF IMPORTED RIVER LOAM ( 0 BRICK SAND File no. 01086 2 1 DURING CONSTRUCTION TO THE SATISFACTION OF THE PROJECT MANAGER SILT) TO BE PLACED BY THE LANDSCAPE CONTRACTOR. ADD TEXTURAL Dote W/16/06 AND/OR LANDLORD. AMENDMENTS AND BLEND ALL COMPONENTS THOROUGHLY AS DESCRIBED GYPSUM WALLBOARD PLYWOOD BELOW. SOIL DEPTH IN PLANTERS SHALL BE A MINIMUM OF 6" FOR SHRUBS Designed by SID 12. ON A DAILY BASIS: KEEP GENERAL AREA CLEAN, HAZARD FREE AND AND GROUND COVER AND 12" FOR TREES. BATT INSULATION ® FINISH WOOD Dow by IX DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT RIGID INSULATION ® WOOD (CONT.) Checked by 9D SPECIFIED AS REMAINING ON THE PROPERTY. LEAVE PREMISES IN CLEAN 2. TEXTUAL SOIL AMENDMENTS - GARDEN CARE COMPOST: FREE FROM NOXIOUS Approved by gqP CONDITION AND FREE FROM PAINT SPOTS, DUST OR SMUDGES OF ANY WEED SEED AND MATERIAL HARMFUL TO PLANT GROWTH. PROVIDE 3" IN 0 STEEL WOOD BLOCKING NATURE. SHRUB BEDS. 0 ALUMINUM �___=_� EXISTING STRUCTURE 13. CONTRACTOR TO PROVIDE COMPLETE SET OF AS-BUILT DRAWINGS WITHIN 3. GYPSUM: GRANULAR (CALCIUM SULFATE), 50 POUNDS PER 1000 SQUARE LINE TYPES Date issued 02/16/09 10 WORKING DAYS OF PROJECT COMPLETION. FEET IN SHRUB AREAS. Dote issued for NEW WORK -ews-eAs- GAS zoning Permit 07/0e/00 14. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL 4. AGRICULTURAL GRADE LIME: 50 POUNDS PER 1000 SQUARE FEET IN SHRUB -------- DEMOLITION WORK -w-w- WATER Dote B d issued for uiling Permit SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. AREAS. - CENTERLINE -Hw Hw- HOT WATER Dote issued 15. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE - - - PROPERTY / LEASE LINE -cw-cw- COLD WATER for Bid LATEST REVISION. 5. POLYMER WATER RETENTION GRANULES - FOLLOW MANUFACTURES V BREAK LINE Cote issue ti -A-A- ANTENNA COAX CABLE for Construction: SPECIFICATIONS FOR QUANTITY. ----too---- EXISTING CONTOUR -0-C- GROUND 16. IT SHALL THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL 6. ROTOTILL ALL PLANTING AREAS TO A MINIMUM DEPTH OF 6 TO 8 INCHES. -�- NEW CONTOUR -GEN-GEN- GENERATOR EXISTING UTILITIES WHETHER SHOWN HERON OR NOT AND TO PROTECT ADD TOPSOIL TEXTURAL AMENDMENTS AND RETILL, BLENDING AMENDMENTS x-x ELECTRICAL CONDUIT Project title THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF EXISTING CHAIN LINK FENCE- e e REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF WITH LOOSENED SOIL THOROUGHLY. LANDSCAPE CONTRACTOR SHALL REMOVE o ❑ o EXISTING WOOD FENCE -C-C- CONDUIT WAI THIS WORK. ALL STICKS, STONES, AND DEBRIS TURNED UP IN WORKING SOIL. AT _%_%_ CHAIN LINK FENCE MORGAN HILL COMPLETION OF SOIL PREPARATION, SOIL SHALL BE A FINE HOMOGENEOUS -P-P- POWER TAX �orBoato92ooa 17. ALL ITEMS REMOVED OR DAMAGED DURING CONSTRUCTION WORK WILL BE TEXTURE. COMPACT AREAS TO PROVIDE SMOOTH FINISHED GRADE. TELCO 4404 ENTERED 2911 20TH ST. -T-T- REPLACED OR REPAIRED TO MATCH EXISTING. PORT TOWNSEND, WA 98368 7. LAYOUT PLANTS AS DESIGNED ON THE PLAN AND EXCAVATE ALL SOILS FROM -P&T-P&T- POWER & TELCO CH T PLANTING HOLE TO THE REQUIRED DEPTH AND TWO TIMES THE WIDTH OF -DHP- - OVERHEAD POWER SPECIAL INSPECTIONS: THE ROOTBALL. REMOVE ALL SUBSOILS AND REFRAIN FROM USING SOILS IN _ -OW- - OVERHEAD TELCO Sheet tide PLANTING MIX OR BACKFILL. PREPARE A SOIL MIX AS FOLLOWS: 1. THE REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN - -OH- - OVERHEAD LEY GENERAL NOTES INDEPENDENT SPECIAL INSPECTOR PER THE 2006 INTERNATIONAL - 2 PARTS IMPORTED AMENDED TOPSOIL -ss-ss- SANITARY SEWER STATE OF M AND LEGEND BUILDING CODE (IBC). SEE SHEET A3.0 FOR A LIST OF REQUIRED - 1 PART COMPOST -so-so- STORM SEWER INSPECTIONS. -rD FD- FLOOR DRAIN -rm a3- ROOF DRAIN sneer no. . T2.0 LEGEND ?6B✓ / ' TELEPHON `O / RISERm SUBJECT BOUNDARY LINE bpv // - / ef,:�\GATE le/ RIGHT-OF-WAY CENTERLINE RIGHT-OF-WAY LINE ADJACENT BOUNDARY LINE #W1092wdrAKLar -- / / / �/ I I 20.0'T OVERH EAD SECTIONALEAD BREAKDOWN LINE D U N C A N S O N ti0 I 1 N UP BURIED POWER LINE G BURIED GAS LINE 2umru3�ses.s 2m 0T OVERHEAD TELEPHONE LINE Ph-7 4141 / UT BURIED TELEPHONE LINE / 4M V BURIED WATER LINE �B? N5 B BOLLARDS I Ss BURIED SANITARY SEWER y 50' R.O.W. \ / I . .- -..—DITCH D STORM LINE/FLOWRLIINE E%CEPTION ;r\�-I / /// \ I I ry ROCK RETAINING WALL VEGETATION LINE ` CHAIN LINK FENCE WOOD FENCE BARBED WIRE/WARE FENCE ❑] TRANSFORMER Q FIRE HYDRANT TREE NOTE: I I $ X LIGHT STANDARD 04 GATE VALVE \ \ \ \ SIGNIFICANT TREES LOCATED - l IN SUBJECT AREA. SMALLER I I © POWER VAULT ® WATER METER �CE24 ICE20I CE20 TREES AND BRUSH MAKE ® UTILITY BOX Q FIRE STAND PIPE , UP THE REMAINING GROUND I COVER. - I P UTILITY POLE ❑ CATCH BASIN, TYPE I E- POLE GUY WIRE A CATCH BASIN, TYPE II M GAS VALVE a SIGN SITE BENCHMARK\ \ I a CE20 I ® GAS METER BOLLARD REBAR &CAP � � \ E24 \ \ I - 'DCI CONTROL" \ - \ \ I - I TELEPHONE VAULT c MAIL BOX ELEV-295.\ ' BLOW OFF \ \\ \ \ \ DSIZ nN Ir o TELEPHONE RISER 234.21 SPOT ELEVATION FF \ \HE18 ` OF12 I.{,�L/�I NOTE: 1) ALL ELEVATIONS SHOWN ARE ABOVE MEAN SEA LEVEL m 3 3 0 (AMSL) AND ARE REFERENCED TO THE NAVD88 DATUM. Y-o 'Ps ® 7ELEPHON I 1 I I 2) ALL TOWER, TREE AND APPURTENANCE HEIGHTS ARE ®® ur TAXLOT \ RISER I I 3512I I I 12"OUTLET I ABOVE GROUND LEVEL(AGL) AND ARE ACCURATE TO 3 w lm10020M \ VAULT I I I \ \ 1 1 I p PIPE HEADS 'I i 3 FEET OR t 1%OF TOTAL HEIGHT, WHICHEVER IS 3 c� \20 \ I I SOUTH. I - II GREATER. < a \D^S24 o F DF1fi \ \ TREE LEGEND : a1 owaMANHOLE 0 53.1 DECIDUOUS TREE AL=ALDER y�I R Z a w a D4 JDI/70 \ \\\\ �/ LATITUDE/LONGITUDE I ` MP=MAPLE 3 9 u a w J MA ERTY \ POSITION 7AXLOT 1 I 1 O DS=DECIDUOUS N.PROP O 1n BLOW OFFS \CLUMP I CENTER OF PROPOSED #MW1001 / AL12 TRUNK DIAMETER (IN) MA=MADRONA a m MONOPOLE OK=OAK w o OFOB A08 MO I I I I �/ / / TYPE CH=CHERRYff o "mJ`IiLL I I �bs /\/ / // EVERGREEN TREE CE=CEDAR G1 I11 > LAO TREE \ I DF=DOUGLAS FIR d YJ ICI I / / NOTES HE=HEMLOCK 0 UNE \ \ DF18 PI=PINE y� o 0 0 1 / 4D � SI 1) TITLE INFORMATION PER ORDER NO. 73479 AND 74025, ISSUED BY 1� EVG=EVERGREEN D1 \ \ / JEFFERSON TITLE COMPANY, DATED JANUARY 8, AND APRIL 30 2009. S� o n 50'X50' I I /:. 2) FIELD WORK CONDUCTED IN FEBRUARY 2009. HEIGHT AGL IF MEASURED 30 _ N LEASE AREA D \ \ l - D514 �g / ' /� 3) BASIS OF BEARING: WASHINGTON STATE PLANE COORDINATE SYSTEM, NOTE: fis NORTH ZONE(NAD83). TREE DRIP LINES ARE NOT TO SCALE. TREE SYMBOLS aysp o 4) UNDERGROUND UTILITIES SHOWN HEREON, IF ANY, WERE DELINEATED FROM REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS S \ 280 / / WERE APPROXIMATED AT 3.5' TO 4' ABOVE GROUND LEVEL, SURFACE EVIDENCE AND/OR UTILITY COMPANY RECORDS. CRITICAL TREES SHOWN ARE FOR REFERENCE ONLY AND OTHER TANK HT. 50'�--- 1 I \ I LOCATIONS SHOULD BE VERIFIED PRIOR TO DESIGN AND CONSTRUCTION. WA(0L -381' D 4 DF10 / TREES AND VEGETATION MAY EXIST. 7IJ I I \ \ \ 282 SITE INFORMATION SCL MP60 DF10 36U PROPOSED 20' ACCESS A GENERAL SITE LOCATION J 59 \ \ \ \ AND UTILITY EASEMENT ' TAX LOT NUMBER 001092004 J \ \ 284 / SITE ADDRESS 2911 20TH STREET 3 o / T / ,Q� PORT SEND, WA 98368 1 \ DSCLUMP C{12 \ \ I CE , "; / SITE CONTACT BOB LACROIX cr L 86 /,92 .e� ZON NC PHONE NUMBER p�0587(POR 0170WNSEND) = Z O D504CLUNP\ DF10 TOTAL LOT AREA ( ) ifVAULT ON 1wlcg 288 57.0' - / t'q� PROJECT AREA 2500t9S.FS.f.4.67 AC. �l CONCRETE D \ D�MO �\ I DF, y ,' / LATITUDE/LONGITUDE POSITION CD 0 PAD � 53.J' DSCLUM f1► DF07 �C� Z� 0 z \Oi COORDINATE DATA AT CENTER OF PROPOSED MONOPOLE: V .�.. �� NAD 83 ENAVDLEV 88 Z CL DSCLUNP �� \ 292 OF DF07 // ..' , LAT- 48'O6'49.72"N ELEV.= 293.8 FEET VAULT ON BR USHLINE \ \ \ I 9 LONG- 122'48'39.35" W CONCRETE /-�\ F11 - / 2 Q W 46.5• / " / PAD TANK HT\ DS10 S10 IAP12 ' ..- / BENCHMARK IS"COUP" U / =84.0' S1'2 V WASHINGTON STATE REFERENCE IJ,J TELEPHONE / RISER p2 / NETWORK GPS CORS STATION. (n ELEV. = 143.426' HASTINGS AVE I �/ ELEVATION DERIVED USING CPS. ACCURACY FLD. CREW: KB/CR _ - - / + •' / MEETS OR EX to STANDARDS AS DEFINED FLD. BOOK: 21 0�21 ASAC H-FRAME O ON THE FAA INFORMATION SHEET 91:003. DRAWN BY: JR/CD 2 - WITH POWER METER SURVEY REFERENCE JOB 99544.344 ® yJA - 1- - is 1. AMENDED SURVEY, VOL. 18 PG. 153 RECORDS OF #' fAA� ❑. X 20TH ST 9�� JEFFERSON COUNTY, WA DATE: 02/13/09 ELECTRICAL EQUIPMENT 19TH ST i^ .;.I ON CONCRETE PAD srm PP, �� 1 �:I E%I HT. =S MONOPOLE y�o BOUNDARY DISCLAIMER F 156.3' � THIS PLAN DOES NOT REPRESENT A BOUNDARY ' SURVEY. SUBJECT AND ADJACENT PROPERTY LINES ARE DEPICTED USING FIELD-FOUND EVIDENCE AND RECORD INFORMATION. PROPANE �,,,p CABLE TRAY / TANK �JIW TYP i \\ �o CAUTIONI GRAPHIC SCALE DQ \j �/� n ham' / m GENERATOR UNDERGROUND UTIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. w N 20 // / STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE �� ❑ I PAD MOUNTED / VICINITY MAP ONE-CALL UTIUTY LOCATE SERVICE AT LEAST 48 (IN ice') F TRANSFORMER #25 / HOURS BEFORE STARTING ANY CCOONSSTRUCTION. 1 I..h- 20 fL SITE DETAIL -29 6 � I 641241/151723 ' - NOT TO SCALE- 1-800-424-JJW 1 Of 2 1 LEGAL DESCRIPTION LEGEND PARCEL 9 001092004 I I I SUBJECT BOUNDARY LINE THE EAST 1/2 OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 9, TOWNSHIP 30 NORTH,RANGE 1 WEST, FOUND 1 1/2" BRASS DISC FF W.M., JEFFERSON COUNTY, WASHINGTON; WITH PUNCH '1/4 CDR TAKLOT/001091we - - -RIGHT-OF-WAY CENTERLINE EXCEPT RIGHT-OF-WAY DEDICATED BY AUDITOR'S FILE NO. 354633, RECORDS OF JEFFERSON COUNTY, WASHINGTON. LS 20642" -RIGHT-OF-WAY LINE L'/ SITUATE IN THE COUNTY OF JEFFERSON, STATE OF WASHINGTON. 7AXLOT I ELECTRIC TA%LOTJODIdM018 I I - -ADJACENT BOUNDARY LINE / 50'R.O.W. RISER {� E%CEPTION awfd80TT POWER !y -SECTIONAL BREAKDOWN LINE --� PARCEL ;� ION O 0T METER aSL pP OVERHEAD POWER LINE D U N C A N S O N THAT PORTION OF THE WEST Yt OF THE NORTHEAST L OF SECTION 9, TOWNSHIP 30 NORTH, RANGE 1 WEST, W.M., -UP BURIED POWER UNE JEFFERSON COUNTY, WASHINGTON,DESCRIBED AS FOLLOWS: S88'37'33'E 4 Am BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST Y OF SAID SECTION 9; 336.47' �N G BURIED GAS LINE 145 SWI55A&mK 5y 102 THENCE RUNNING EAST 1000 FEET; S88'47'iA'F 950-00, or OVERHEAD TELEPHONE LINE s"kW."ww#8l66 THENCE SOUTH 552 FEET; pa 20fNM/41 THENCE WEST 1000 FEET; UT BURIED TELEPHONE LINE !n]OQ71444M THENCE NORTH TO PLACE OF BEGINNING, OTHERWISE KNOWN AS TAX NO. 1 IN SAID SECTION 9; / N46 39'42'E TRADNSFOR ER 20.0 V BURIED WATER LINE 71.17' I EXCEPTING THEREFROM THAT PORTION CONVEYED TO THE CITY OF PORT TOWNSEND, A MUNICIPAL CORPORATION, BE DEED / ss BURIED SANITARY SEWER cn- RECORDED JUNE 22, 1978 UNDER AUDITOR'S FILE NO. 250817. RECORDS OF JEFFERSON COUNTY, WASHINGTON; / I10.0' 2 DITCH I S0 BURIED STORM DRAIN LATITUDE LONGITUDE - - - TOGETHER W1 TH THAT PORTION OF THE WEST$OF THE NORTHEAST Ya OF SECTION 9, TOWNSHIP 30 NORTH, RANGE 1 GRAVEL ROAD � LINE/FLOW LINE CENTER OF PROPOSED WEST, W.M., JEFFERSON COUNTY, WASHINGTON. DESCRIBED AS FOLLOWS: _ POSITION ROCK RETAINING WALL BEGINNING AT A POINT ON THE WEST LINE OF THE NORTHEAST X OF SAID SECTION 9 WHICH BEARS SOUTH 201'19' WEST o MONOPOLE VEGETATION UNE 552 FEET FROM THE NORTHWEST CORNER THEREOF, SAID POINT BEING THE NORTHWEST CORNER OF PARCEL C AS DEEDED O O CHAIN UNK FENCE TO NANCY SCOTT ROTH IN DEED RECORDED IN VOLUME 266 OF DEEDS, PAGE 670, RECORDS OF JEFFERSON COUNTY, WATER / 3 WOOD FENCE 5 WASHINGTON; w TA40C in THENCE SOUTH 88'43'07'EAST ALONG THE NORTH UNE OF SAID PARCEL C, 775.63 FEET TO THE TRUE POINT OF TAKLOT o p w w BARBED WIRE/WARE FENCE BEGINNING; i00f0i1d1 H THENCE CONTINUING SOUTH 8843*07"EAST ALONG SAID NORTH LINE, 227.57 FEET TO THE WEST MARGIN OF RAINIER o o r\ / ^ �4 TRANSFORMER FIRE HYDRANT STREET(FORMERLY ROY STREET) AS ESTABLISHED PER THE PLAT OF MOTOR LINE ADDITION TO PORT TOWNSEND, AS PER N'O \ / 0 LIGHT STANDARD N GATE VALVE PLAT RECORDED VOLUME 2 OF PLATS, PAGE 10, RECORDS OF JEFFERSON COUNTY, WASHINGTON; \ PROPOSED 20 FOOT ACCESS © POWER VAULT ® WATER METER THENCE SOU 7H 1'40'S6"WEST ALONG SAID WESTERLY MARGIN, 243.17 FEET TO THE LINE WHICH BEARS SOUTH 41'36'27" � AND UTILITY EASEMENT EAST FROM THE TRUE POINT OF BEGINNING; iN1I 3 ® UTILITY BOX )a FIRE STAND PIPE , THENCE NORTH 41 36'27' WEST, A DISTANCE OF 331.88 FEET TO THE POINT OF BEGINNING. A' OI FIRE A' UTILITY POLE Cl CATCH BASIN, TYPE SITUATE IN THE COUNTY OF JEFFERSON, STATE OF WASHINGTON. Q HYDRANT o I POLE GUY WIRE ® CATCH BASIN, TYPE II g �^ B] GAS VALVE a SIGN EASEMENTS ®CORRESPONDS WITH ITEM NUMBER IN'SCHEDULE B'OF TITLE REPORT#73479 TAT 100f092001 ® GAS METER ^ BOLLARD THE FOLLOWING EASEMENTS FROM THE REFERENCED TITLE REPORT CONTAIN SUFFICIENT INFORMATION TO BE DEPICTED ON O TELEPHONE VAULT MAIL BOX THE PLAN. OTHER EASEMENTS OR ENCUMBRANCES, IF ANY, MAY AFFECT THE PROPERTY, BUT LACK SUFFICIENT 775 63• ❑ TELEPHONE RISER 234.21 SPOT ELEVATION INFORMATION TO BE SHOWN. NOTE: S88"42 38 E y QRESERVATIONS CONTAINED IN COUNTY CONTRACT RECORDED UNDER COUNTY CONTRACT N0. 542. FOUND REBAR de CAP I) ALL ELEVATIONS SHOWN ARE ABOVE MEAN SEA LEVEL M > 3 0 IN I'PIPE (AMSL) AND ARE REFERENCED TO THE NAVD88 DATUM. �j RESERVATIONS CONTAINED IN DEED RECORDED UNDER RECORDING NO. 209602. "ADA 8894' 2)ALL TOWER, TREE AND APPURTENANCE HEIGHTS ARE }?! N88'36'00'W H 3 ABOVE GROUND LEVEL(AGL) AND ARE ACCURATE TO LOT336,57' - TAKLOi S J t 3 FEET OR f 17 OF TOTAL HEIGHT, WHICHEVER IS $ Q LEGAL NOTICE FOR UTILITY LATECOMER AGREEMENT RECORDED UNDER RECORDING NO. 424656. - �� io o GREATER.am 6}#{ W am Jss TREE LEGEND LEASE AND THE TERMS AND CONDITIONS THEREOF AS DISCLOSED BY MEMORANDUM OF LEASE RECORDED m" o V/ o Z a UNDER RECORDING NO. 429900. (INSUFFICIENT INFORMATION TO DEPICT EXACT LOCATION) I S rn DECIDUOUS TREE AL=ALDER yAyI B Z <d W MP=MAPLE '1 9 U'N CORRESPONDS WITH ITEM NUMBER IN 'SCHEDULE B' OF TITLE REPORT#74025 DS=DECIDUOUS O w cWi w AL12 TRUNK DIAMETER (IN) MA=MADRONA C o <N OK=OAK 7 5 �2 TYPE CH=CHERRY EASEMENT FOR UNDERGROUND COMMUNICATION LINES PER RECORDING NO. 240379 AS SHOWN. I C$� o SITE LOCATION EVERGREEN TREE CE=CEDAR� �Y 113 EASEMENT FOR INGRESS. EGRESS. AND UTILITIES PER RECORDING NO. 346496 AS SHOWN. I DF=DOUGLAS FIR S■■ w SCALE: 1"=100' E DF1 PPINE LOCK _ w o 0 195.2 EVG=EVERGREEN 9 NOTES HEIGHT ACL IF MEASURED ;lei � ,❑N 1) TITLE IN 11 ANDFORMATION PER ORDER NO. 73479 AND 74025, ISSUED BY JEFFERSON TITLE COMPANY, DATED JANUARY 8, TREE DRIP LINES ARE N07 70 SCALE. TREE SYMBOLS 2) FIELDAPRIL 30 2009.WORK CONDUCTED IN FEBRUARY 2009. REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS - 3) BASIS OF BEARING: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE (NAD83). WERE APPROXIMATED AT 3.5' 70 4' ABOVE GROUND LEVEL. 4) UNDERGROUND UTIUTIES SHOWN HEREON, IF ANY,WERE DEUNEATED FROM SURFACE EVIDENCE AND/OR UTILITY TREES SHOWN ARE FOR REFERENCE ONLY AND OTHER COMPANY RECORDS. CRITICAL LOCATIONS SHOULD BE VERIFIED PRIOR TO DESIGN AND CONSTRUCTION. TREES AND VEGETATION MAY EXIST. LEASE DESCRIPTION SITE INFORMATION J 3 TAX LOT NUMBER 001092004 THAT PORTION OF THE NORTH Y4 OF SECTION 9, TOWNSHIP 30 NORTH, RANGE 1 WEST, W.M., JEFFERSON COUNTY, SITE ADDRESS 2911 20TH STREET WASHINGTON, DESCRIBED AS FOLLOWS: PORT TOWNSEND, WA 95368 = ' r SITE CONTACT BOB LACROIX COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST% OF SAID SECTION 9; PHONE NUMBER 360-379-5001 THENCE ALONG THE WEST LINE OF SAID SUBDIVISION SOUTH 0202'02" WEST 310.81 FEET; ZONING P/OSB (PORT TOWNSEND) Z THENCE NORTH 87"57'58"WEST 36.28 FEET TO THE TRUE POINT OF BEGINNING; TOTAL LOT AREA 203,609t S.F.(4.67 AC.) Q THENCE NORTH 87'57'58"WEST 50.00 FEET; PROJECT AREA 2500t S.F. Z THENCE NORTH 02'02'02"EAST 50.00 FEET; 11� 1TI 1T1 THENCE SOUTH 87'57'58" EAST 50.00 FEET; LATI I UDE/LONGI I UDE POSITION ION (n 0 THENCE SOUTH 02'02'02' WEST 50.00 FEET TO THE TRUE POINT OF BEGINNING; M A GENERAL SITE LOCATION COORDINATE DATA AT CENTER OF PROPOSED MONOPOLE: O CONTAINING 2500 SQUARE FEET,MORE OR LESS. NAD 83 NAVD 88 Z a" ACCESS AND UTILITY EASEMENT DESCRIPTION LAN- 49.72"N ELEV.= 293.8 FEET C 63 LONG - 12222"48'39.35"W L A TRACT OF LAND LOCATED IN THAT PORTION OF THE NORTH YZ OF SECTION 9, TOWNSHIP 30 NORTH, RANGE 1 WEST, Q W 0 W.M., JEFFERSON COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BENCHMARK IS"COUP" U V SAID TRACT BEING A 20 FOOT WIDE STRIP OF LAND LYING 10 FEET ON BOTH SIDES OF THE FOLLOWING DESCRIBED WASHINGTON STATE REFERENCE w CENTERLINE: t�4r NETWORK GPS CORS STATION. (n a ELEV. = 143.426' COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST Y4 OF SAID SECTION 9; HASTINGS AVE THENCE ALONG THE WEST LINE OF SAID SUBDIVISION SOUTH 0202'02"WEST 310.81 FEET; fLD. CREW: KB/7 NORTH 8757'58"WEST 42.28 FEET TO THE TRUE POINT OF BEGINNING; 9!E ELEVATION DERIVED USING CPS. ACCURACY MEETS OR EXCEEDS 1A STANDARDS AS DEFINED FLD. BOOK: 210/21 THENCE SOUTH 02'02'58" WEST 0.36 FEET TO A CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET AND A CENTRAL d✓ ON THE FAA ASAC INFORMATION SHEET 91:003. ANGLE OF 51'26'26"; 3 DRAWN BY: JR/CD THENCE ALONG SAID CURVE 17.96 FEET: �x SURVEY REFERENCE THENCE SOUTH 49'23'28" EAST 57.08 FEET TO A CURVE TO THE LEFT HAVING A RADIUS OF 15.00 FEET AND A CENTRAL 1. AMENDED SURVEY, VOL.R18 E E RECORDS OF JOB #: 99544.344 ANGLE OF 8502'23"; 4 20TH ST '9 JEFFERSON COUNTY, WA THENCE ALONG SAID CURVE 22.26 FEET; 19TH S7 (fc^ DATE: 02/13/09 THENCE NORTH 45'34'09"EAST 102.49 FEET TO A CURVE TO THE LEFT HAVING A RADIUS OF 155.00 FEET AND A .p CENTRAL ANGLE OF 43"41'37"; SITE Sj THENCE ALONG SAID CURVE 1 FEET; g0 BOUNDARY DISCLAIMER THENCE NORTH 01 52'32" EASTT 10 108.12 FEET; P{ / THENCE NORTH 0745'08"EAST 48.11 FEET; COS` \4 THIS PUN DOES NOT REPRESENT A BOUNDARY THENCE NORTH 1B'29'29' EAST 26.63 FEET TO THE NORTH LINE OF SAID SECTION 9 AND THE TERMINUS OF THIS 5 ,N SIMS \�// SURVEY. SUBJECT AND ADJACENT PROPERTY LINES CENTERUNE 0ESCRIPRON; /�1 ARE DEPICTED USING FIELD-FOUND EVIDENCE AND RECORD INFORMATION. SIDELINES TO BE LENGTHENED AND SHORTEN TO INTERSECT WITH EACH OTHER AND THE NORTH LINE OF SAID SECTION 9 Qo AND THE SOUTH UNE OF THE LEASE AREA BEING SERVED BY THIS EASEMENT. l� CAV IIONI N / UNDERGROUND UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. 20 // STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE w ONE-CALL UTILITY LOCATE SERVICE AT LEAST 48 VICINITY MAP HOURS BEFORE STARTING ANY CONSTRUCTION. 1 .'% - NOT TO SCALE - 1-800-424-5555 2 OF 2 ► I Ve/%2ppwireless Ld I- - — — — — — — — — — — — — — -- — — I Q 4 - - - - - - - - - - - -- - - - - - - - - -- - - - - - -- m --- _ ,, R G E — x-- r` .•p ,+,•r .. - T COMMUNICATIONS,IC INC. 20TH S Drawings Producec By: • — . —. — -— - — - — • — - — - — . —. — _ _ _ GAZLEY I — . —.—. — . — — — — — — — . — PLOWMAN V ARCHITECTS 2701 NW Vmghn /'" I / // ��;• I I Suite 764 I I � PmlaAnd.Or.9721 0O) NEW REMOVABLE 5032747800 w BOLLARDSA 503247803F- 4404 REaSTERED \ \ I \ I I AR--.T EXISTING TREES I I ERIC CAZLEY $GiE�WA901CT011 \ I 1 \11 I P\1 1 II ',.� \ \��QI I I I ' — o III 15, 1 a w LFS\ 1 1 PROJECT AREA : - x_T Y 1 EXTEND NEW / n toz—i V)EXIST. WATER TANK;•,;, FENCE TO / / / .% Z¢w % / X EXIST. FENCE. , / w N N // •NEW GRAVEL ACCESS �; y 1\ �"I ,°' ' // \ i /�//ROAD MIN. 12'-0' WIDE ' I "\I\\ m # c-- 00 o ji FOR ACCESS AROUND ( Q� J •Ia,I # /' / N 0 I / •EXISTING EQUIPMENT 04 0 OZ J m N L, NEW (2) 8'-0• WIDE QIM SWING GATES N LLJY O T No. Dote 3y Revisions XI STING TELCO RISER File no. ODOOt \ L L PROVIDE NEW BOLLARD Date 02/16/09 AS REQ. DUE TO NEW ACCESS EXTENSION. Designed by 8D eNEW BOLLARDS AS EXTEND NEW FENCE Draw,. by EK 1 2 REQ. AROUND EXIST checked by 80 TO EXIST. FENCE. I EQUIP. I Approved by SWIP NEW FENCE AROUND EXISTING AND PROPOSED EXISTING WIRELESS SITE WIRELESS SITES. ROUTE (OTHER CARRIER) Date issued 02/10/00 FENCE AS SHOWN FINAL TO f I t' Date an teis issued 07/00/OG far . I BE COORDINATED WITH EXISTING TRANSFORMER Date issued for OWNER, MIN. 12' CLEAR ON Building Permit WEST SIDE FOR ACCESS TO Date issued I EXISTING WIRELESS SITES. � — for Bid — — — — — — — — — — — D issued — EXISTING BUILDING I for r constriction: tI Project title I WA1 MORGAN HILL I TAX LOT#001092004 �� TO ENTERED 2911 N I PORT TOWNSENEND, WA 98368 NOTE: N Sheet title STATELIMA REMOVE EXISTING TREES SITE PLAN AND SHRUBS AS REQ. FOR (if AND EQUIPMEACCESS NT EXTENSION LEASE AREA. 22x34 SCALE: 1' — 40'-0' Sheet no. : A1 .0 SITE PLAN 11 x17 SCALE: 1' = 00'-0' 11 rppver/ Ireless w' INEW FENCE 50'-0" LEASE AREA \ TO EXISTING E NCE \ \ R I D G E COMMUNICATIONS,INC. Drawings Produced By: GAZLEY x X x \ XI X X x x _I I \ ARCHITECTS i X x x \ 2701 NW Vaughn I x X X ° x Suite 764 Portland,Or.97210 X I I \ 503 274 7800 EXISTING WATER TANK I 5o32747803F. I REaSTERm ARCHITECT ERI \ 5fATE OF WA4NC70N 38'—O" FENCED EQUIP. \ \ COMPOUND I \ d � o 01 C.L. TOWER I \ I O) Y 0 Z p L.1 U L� /. ° ° ° \ \ ° o 'i x x X X / I \ 1.1 o I VERIZON WIRELESS \ Z Of Ld 3 160'-0" MONOPOLE i \ \ r1 to Z J F5 o zaw- /" V) l I NEW 6'-0" TALL CHAINLI \ no w No�(A X m FENCE W/ (3) STRANDS \ 0 i' o ` \ BARBED WIRE AND (2) 1 `'� o / e I I \ 6'-0" WIDE SWING GATES A3.2 �� a � /'. A2,p ri -T�- _ NEW POWER METER \ o m cn Of i R I NEW COAX CABLE 1 2 0 0 0 \ \ BRIDGE W/ GPS UNIT A3,p A3,2 \ o z J cw3 0 \ \ EXTEND GRAVEL \ N o oZ z / Z a o \ \ ACCESS TO END OF o m IV L� / U-o \ I FENCED COMPOUND \ VERIZON WIRELESS \ a Z w ro OUTDOOR EQUIPMENT ON z— w ; O I I O 10 O1 O a0 CONC. PAD 1 o w U�a3 I No. Datel3y Revisions O \ I \ le no. �16/OD NEW 5' LANDSCAPING� Date \ I \ BORDER so KEY NOTES ° \ x I \\ EXISTING TREE TO \ Designed by BID REMAIN TYP. \ D n y Checked b � EXISTING TREE TO BE \ Approved by SINP O RADIO CABINET 850 NOTES: O2 FUTURE RADIO CABINET 1. ONLY MAJOR TREES SHOWN FROM X X X X I REMOVED TYP. Date issued 02/19/00 SURVEY, FIELD CONDITIONS ARE O HPRE CABINET DENSE SHRUBS AND TREES OF o o ° \ ° ° \ ` Date issued for VARIABLE SIZE. Zoning Permit : 07/06/09 4O EBRE CABINET 2. LIMIT GRUBING OF SITE AND _ \ I \ Date issued for REMOVAL OF TREES AND _ __ I \ Building Permit FUTURE LTE CABINET O SHRUBS TO ACCESS EXTENSION — — _ Dote is—a AND VERIZON WIRELESS FENCED I _ __ \ \ for Bid O DIESEL GENERATOR EQUIPMENT COMPOUND ONLY. \ 1 Dace slued for Construction: \ 44� \ EGISTERED PLANT LEGEND Project tale EXISTING VAULT \ ° WAII EXISTING SHRUB LINE ° MORGAN HILL LEY TAX LOTd001092004 EXISTING TREE LINE ` STATE OF z911 zoTH sr. 0 EXISTING TREE 1 \ PORT TOWNSEND, WA 98368 NEW FENCE \\ ° \ Sheet title (12) THUJA OCCIDENTALIS (AMERICAN ` — ENLARGED SITE NEW 12'-0" WIDE N PLAN ARBORVITAE) 5'-0" HIGH PLANT AS 3 ° SHOWN SEE DETAIL 4/A3.1 FOR �11 A3.2 0GRAVEL ACCESS ROAD \ ` STAKING. \ f NEW 20'-0" WIDE�\\ \ ROAD/UTILITY EASEMENT \ \ ` Sheet no. ENLARGED SITE PLAN 2204 SCALE: 1/4• - 1•—o Z A1 .1 1107 SCALE: 1/8" = 1'-0" V@/%lpRwireless NEW VERIZON WIRELESS (3) SECTORS OF (4) PANEL ANTENNAS ON LOW PROFILE R I D G E TOPHATe COMMUNICATIONS,INC. 0 Drawings Producec By: GAZLEY PLOWMAN ARCHITECTS 2701 NWVmmghn Sue 764 Pod-t O,97210 503 274 7800 503 274 7903 Fax REGISTERED ARCF9TECT ERIC GAZLEY SfA1E OF MA901Gip1 O Q p W U li Ot O 0 _ O p W UQY O1 \ 0 O N M7 00 Z J n Z n Y O? Z p W N W N Of 0 H Cr O Z OI Q O O N 04 N = I ~ NEW 160�-0" MONOPOLE ' o ��3 r, o O M fnw w � O rn _ D_ � 0 d N Z J ~ Z Q o o N ? O 03 N tl O \ U O Z W N w O O Of No. Dote By Revisions File no. 09001 Date 02/16/09 Designed by B0 Drover. by El( Checked by 90 Approved by SMNP Date issued : 02/16/09 NEW VERIZON WIRELESS Date issued far DIESEL GENERATOR AND NEW COAX CABLE BRIDGE Zoning Permit 07/06/% OUTDOOR EQUIPMENT W/ CPS UNIT AT 12'-0" Date issued for CABINETS ON CONC. PAD AGL TIP HEIGHT Building Per 1 Date Issued NEW 6'-0" TALL CHAINLINK far Bid FENCE WITH (3) STRANDS '0 for Construuction: OF BARBED WIRE NEW LANDSCAPING NEW LANDSCAPING NEW FENCE Project title j WA1 MORGAN HILL 440°KOFIN J TAX LOTa001092004 2911 20TH ST. PORT TOWNSEND, WA 98368 Sheet title ELEVATIONS STA Sheet no. SOUTH ELEVATION 22x34 SCALE: i" = 10•-0" 1 WEST ELEVATION 22x SCALE: 2 A2.� 11 x17 SCALE: 1� = 20'-0" 11x17 17 SCALE: 1" = 20'-0� GENERAL STRUCTURAL NOTES: 1. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES. Ve//zWWIfBICSS 3. NO PIPES, DUCTS, SLEEVES, CHASES, ETC., SHALL BE PLACED IN SLABS, BEAMS, OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED, NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC., UNLESS OTHERWISE NOTED. CONTRACTOR SHALL OBTAIN PRIOR GPS ANTENNA APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC. SUPPLIED BY 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF VERIZON WIRELESS CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY R I D G E AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD VERIZON WIRELESS COMMUNICATIONS,INC. AND THE ARCHITECT/ ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF Drowings Produced By: WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF VERIZON WIRELESS OR THE ARCHrTECT/ENGINEER. . GAZLEY PLAN 5. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF PLOWMAN CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND PEDESTRIANS ARCHITECTS GPS ANTENNA SUPPLIED BY VERIZON DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION 2701 NWV ghx WIRELESS. EQUIPMENT, TEMPORARY STRUCTURES, AND PARTIALLY COMPLETED WORK, ETC. OBSERVATION VISITS TO THE SITE BY THE suite 764 SEE A2.0 FOR MOUNTING HEIGHT ARCHITECT/ENGINEER SHALL NOT INCLUDE INSPECTION OF SUCH ITEMS. Pa L74 Or.97210 503 274 7800 ATTACH PER MANUFACTURER'S 6. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. 503 274 7803 F. RECOMMENDATIONS CABLE BRIDGE PIPE LEG 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE 1 1/4" STD. PIPE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING/BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. �`404 �ECIsrERm HEIGHT AS REQUIRED ' ARwTecr 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE ER GAZLEY PROSECUTION OF THIS WORK. STATE a wA94NCI0/1 ANTENNA MOUNT MULTIPURPOSE ADJUSTABLE CLAMP 9• DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. 10. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS, rn II 11. ALL ITEMS REMOVED DURING CONSTRUCTION WORK (I.E., DRYWALL, PLYWOOD, CEILING PANELS, ETC.) SHALL BE REPLACED TO MATCH EXISTING � 12. THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION: a Ol Y O z A. THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. o w c2 w COAX CABLE 01 B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE ARCHITECT/ENGINEER, AND OTHER DESIGNATED PERSONS. o ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF 0- NOTE: UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND THE BUILDING OFFICIAL. o w ALL ANTENNA AND COAXIAL C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS SUPERVISOR STATING WHETHER THE WORK Z CABLES TO BE FURNISHED BY c0 0 ELEVATION VERIZON WIRELESS AND INSTALLED REQUIRING SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE n o z vt BY ANTENNA CONTRACTOR WORKMANSHIP PROVISIONS OF THE UNIFORM BUILDING CODE. \ Z z r` Y 0_ p w N 11 V I x D. COMPLY WITH ALL CITY SPECIAL INSPECTION REQUIREMENTS o GENERAL CONCRETE NOTES: C g N N U7 GPS ANTENNA MOUNTING uJ z2'x34'SCALE: 1 t/z" = t'-o' 1 1 CONC�ERETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301-89, ACI 318-95 AND THE SPECIFICATION FOR CAST-IN-PLACE 11 LO m �� 11'x17'SCALE: 3/4' — 1'-0' Z. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT 28 DAYS UNLESS NOTED OTHERWISE. 0 0 0 c0 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC N z z z o SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS "B" AND ALL HOOKS SHALL N m o Z BE STANDARD UNLESS NOTED OTHERWISE. 0 0 ANTENNA PIPE MOUNT. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: o ° i w LENGTH AS REQ. FOR CONCRETE CAST AGAINST EARTH.................. 3 IN. g0F D z PANEL ANTENNA. No w o LEY IN CONCRETE EXPOSED TO EARTH OR WEATHER: No. Date By Revisons #6 AND LARGER...........................................2 IN. TOPHAT VALMONT# #5 AND SMALLER & WWF............................1-1/2 IN. File no. O9001 B1984 CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: Date 02/18/O9 SLAB AND WALL............................................3/4 IN. PANEL ANTENNA BEAMS AND COLUMNS..................................1-1/2 IN. LEY Designed by 80 5. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. Dr.— by FR checked by 8D 6. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD ANDApproved by SMNP COAX SUPPORT SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID AT 3'-0" O.C. CUTTING EXISTING REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. 7. USE AND INSTALLATION OF CONC. EXPANSION/WEDGE ANCHOR, SHALL BE PER ICBO & MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. Date issued 02/18/O0 Date issued for STANDARD STRUCTURAL STEEL NOTES: Zoning Permit 07/O5/O9 li 1 ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM A123—A123M-02 UNLESS NOTED OTHERWISE. Dote issued for 8wlding Permit COAX CABLE 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500, GRADE A OR A501. Date issued DIN CONNECTION for Bid fHN 1/2" COAX JUMPER 10" 3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS D1.1. WHERE FILLET WELD SIZES Date issued COAX PORT MIN. RADIUS ON DRIP ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION", 9TH EDITION, for construction: LOOP 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALV. ASTM A307 BOLTS (5/8" DIA. UNO) AND SHALL HAVE A MINIMUM OF TWO BOLTS U.N.O. NEW MONOPOLE 5. NON—STRUCTURAL CONNECTIONS FOR HANDRAIL, LADDERS AND STEEL GRATING MAY USE 5/8" DIA. GALVANIZED ASTM A307 BOLTS U.N.O. Project title SPECIAL INSPECTIONS: WA1 MORGAN HILL 1. THE REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSPECTOR PER THE 2007 OREGON STRUCTURAL TAX LOTa001092004 SPECIALTY CODE (OSSC) FOR THE FOLLOWING ITEMS. 2911 20TH ST. NOTE: A. CONTINUOUS DURING THE INSTALLATION OF EXPANSION AND/OR ADHESIVE ANCHORS: INSPECT HOLE SIZE, DEPTH, CLEANLINESS, AND PORT TOWNSEND, WA 98368 CONTRACTOR PERFORMING ANTENNA SWEEP INSTALLATION PER ICBO REPORT. TESTS SHALL CONFIRM TEST PROCEDURE WITH B. INSPECTION OF SIZE AND PLACEMENT OF REINFORCING STEEL PRIOR TO CONCRETE COVER. sheet title C.E. PRIOR TO SCHEDULING TEST SO AS TO ASSURE THAT THE LATEST SPECIFICATIONS C. INSPECTION OF CAST—IN—PLACE CONCRETE PLACEMENT. ANTENNA AND STANDARDS ARE APPLIED. DETAILS& D. TESTING OF CAST SAMPLES INCLUDING COMPRESSION TESTS FOR THE MINIMUM CONCRETE STRENGTH NOTED ABOVE. STRUCTURAL NOTES sheet no. ANTENNA CONNECTION 22.17-Ste: 7 2 GENERAL STRUCTURAL NOTES II*x17'Ste: N 3 A3.0 27'-0" CONCRETE SLAB � 6" 3'-4" 3'-2" 2'-11%" 8" 2'-11%" �^ 2'-113�" �^ 2'-113�" 1'-0" 3'-0" 1 3/4" 3—0" 4" ' Ve//�WIfBl@SS 3'-0" MIN CLR 1. COORDINATE POWER AND TELCO STUB—UPS WITH EQUIPMENT MANUFACTURER AND VERIZON WIRELESS CONSTRUCTION MANAGER PRIOR TO POURING SLAB. INTEGRATED LOAD CENTER 2. VERIFY REBAR & EXP. ANCHORS LOCATIONS TO AVOID R I D G E ANCHOR HOLE TYP. INTERFERENCE. COtAMUNICATI014S.INC. ° ---I r �� --�� r4 PER CABINET CONTROL END � I I p , 11 3. VERIFY ANCHOR SPACING WITH MANUFACTURER'S Drawings Prodacec By: (FUTURE) (FUTURE) (FUTURE) WRITTEN INSTRUCTIONS. LTE CABINET RADIO CABINET II RADIO CABINET I RADIO CABINET 850 GAZLEY 0 0 35.4Wx36.29"D 1 35.4Wx36.29"Dx72"H 11 35.4Wx36.29"Dx72"H1 35.4Wx36.29"Dx72"H 4. BOLT CABINETS TO CONC. PAD PER MANUFACTURER'S PLOWMAN 30kW DIESEL GENERATOR WEIGHT = 1497# WEIGHT = 1497# n WEIGHT = 1497# WEIGHT = 1497# HPRE CABINET EBRE CABINET WRITTEN INSTRUCTION. ARCHITECTS WITH SOUND ATTENUATION 36Wx58.38"Dx75.38"H 36"Wx48.15"Dx75.38"H 270111W Vaughn Suite 764 HOOD, AIR SCOOPS AND II WEIGHT = 3447# WEIGHT = 4883# P,1.40,97210 110 GAL SUB—BASE TAN ----- —--_-_ —= 5032747800 40"W x 1 10"D x 80"H T_—— —T—— I , , 503 274 7803 Fax WEIGHT = 3550# L=---------J L------J L_—____J m 0 AR-ErE.T(KATOLIGHT MODEL RRcw ° 100-3597 SHOWN) ° WF (4) Y2"0 STAINLESS STEEL 41 ANCHOR BOLTS EMBED 4". (4) XZ"0 STAINLESS STEEL I ERIC GAZLEY zHILTI HIT—RE500-50 ANCHOR BOLTS EMBED 4". 2 srA>E a wwvmwm. z (6) 34"0 STAINLESS STEEL HILT( KWIK BOLT TZ OR HILTI A3.1 c3 HIT—RE500—SD CONCRETE ANCHORS EMBED rn p 43'4". HILTI KWIK BOLT TZ OR O I 8 1/2" HILTI HIT—RE500—SD CONTROL JT. J¢"x2" SAWCUT o W/JT. FILLER to a rn Y O? O Li0 W 0 O EXHAUST END X2"X8"X8"T_W/(4) X2"0 co a co UJ e NFU cr STAINLESS STEEL ANCHOR TASK LIGHT o w cr BOLTS EMBED 4". HILTI AUTOMATIC TELCO '1 0 HIT—RE500-50 TRANSFER CABINET \ 0 p GV M7 Z J N ° n Y OZ�Z3 O O O O O W N li(/1 0_' 0 z 0 Do 8'-0" 9'-6" N L o ?, O m N of O EQUIPMENT LAYOUT p N z J 21 x34•SCALE: NITS 0 z „•x,7-SCALE: NITS 1 0 m o z O m N L1 O O Z> NEW HUBBELL TASK LIGHT USN Y O W p 2 7/8" O.D. S W/ N Of SUPPORT PIPES Nc. (Datel By (Revisions #5 REBAR 0 12" O.C. GALV. METAL CAP /1 001 EACH WAY, CENTERED IN SLAB File no. Date W o2/18/OB 1 2" RADIUS m T OLED EDGE STAKES (2) PRESSURE CRUSHED Designed by ¢p GRAVEL ROCK, SEE CIVIL N TREATED DOUGLAS FIR 2" Ora" by IX Cneaked by 13D N DGRO—STRAIGHT" TREE Approved by SUIV GRADE P1000 UNISTRUT SPACED AS REQUIRED GALVANIZED BALLED IN TIE (2) FOR EQUIPMENT CONDUIT/MOUNT FOR BURLAP BARK MULCH — 2" MOUNTING HALOGEN LIGHT SHALL DEPTH Date issued : 02/16/09 BE FASTENED TO SIDE FINISH Date issued for /\ /\ OF SUPPORT PIPE DOWN GRADE WATERING BASIN zoning Permit 07/06/09 0 0 /// TO GRADE /— Date issued for ° '7 _ Build nq Permit %\ \ \%\ \ %\ \�/\%\%\%\ \% — PLANT TABS (PER D for issued /� SPECS) Date issued 1 HR TIMER/GFI WATERING COMPACTED BACKFILL or construction: (( /\ 171� DUPLEX RECEPTACLE STANDPIPE SOIL MIXTURE )PER SPECS) Project title —— _ STAKES SHALL EXTENDMIN. ONE OOT BELOW WAS — — - BOTTOM OF PLANT PIT,, MORGAN HILL COMPACT SOIL PER CIVIL DO NOT PENETRATE 29'LOTQ TH 100092004 (2) #5 CONTINUOUS IN 1 3/4" TYP. ROOTBALL PORT TOWNSEND. WA 98368 EDGE OF SLAB (TYP) NATIVE SOIL 3/16^ A—A A—A Y2"X8"X8"R W/(4) X2"0 STAINLESS STEEL NOTE: Street title ANCHOR BOLTS EMBED SET ROOTBALL 1" ABOVE 4". HILTI FINISH GRADE. REMOVE EQUIPMENT HIT—RE500-50 BURLAP FRKO TOP OF 1/3 OF ROOTBALL. DETAILS NOTE: SECTION A—A CUT ALL STRINGS. SEE ALSO T2.0 Sheet no. SLAB SECTION ;;-:';-SSCALE: NTS s 2 TASK LIGHT ;?_.;;- N`;s 3 TREE STAKING 22•x34 SCALE: i/2 A3.1 ,1•x,7•SCALE: 1/4- _ ,.-0• 4 10'-0" MAX 12'-0" MAX (SEE PLAN) 10'-0" MAX BARBED WIRE BARBED TOP RAIL GATE POST GATE FRAME DROP ROD WIRE FASTENERS (3) STRANDS VenJ!2pwireless SUPPORT —� \"' CORNER �HORIZONTAL, z` . k "�' 8'-0" AGL CLEAR R I D TiG,iNE POST BRACE RAIL``: •n f z h BENEATH ICE BRIDGE ^• {* 1 Drawn s Produced B I �,, �, y x< �, • r`ti< < '.LINE POST' ' TENSION TRUSS RODr / "� �r GAZLEY BAR " { �� t PLOWMAN • x ARCHITECTS 4� y TRAPEZE SUPPORT KIT 2701 NW V-gh" Suite VALMONT #B1890 MOUNTED I'MI 764 \�/%/i/\/\i\\i\. /';%///\�//\ /\\/%\//\\\�\\/%/%\�%// ,\//\/%/%/%�/%/%�// \//\/j//i�/\\/\\i\\i\\i\\%i.•///\�/j\///\ /\\///�'\\%/\\i\\i\\i. AT 4'-0" O.C. 55032747800 032747803F- `a 24"W GRIPSTRUT BRIDGE TENSION WIRE GRAVEL BASE n DEEP x DIA CHAIN LINK FABRIC 1 DROP ROD CATCH UNDISTURBED CHANNEL VALMONT #82734 H EXTENDED DOWN TO ' 4404 REasTEREo HOG RINGS DR EARTH OR ARaulEcr 40" DEEP x 12" DIA GRAVEL BASE CHANNEL MOUNTING BRACKET COMPACTED FOOTING WITH CROWNED BACKFILL ASSEMBLY VALMONT # 802245 ERIC CAZIEY TOP, TYPICAL sr"tE°°wwvm�cloN AT SIM 16'-0" GATE WIDTH: SIZES: NOTES: GATE POSTS: 4" OD CORNER POSTS: 2.875" OD 1. ALL ITEMS TO CONFORM TO ASTM F1083 FOR FENCING, 0 GATE POST FOOTINGS: 18" DIA X 48" DEPTH GATE POSTS: 2.875" OD ASTM F900 FOR GATES, ASTM A392-89 FOR FENCE FABRIC LINE POSTS: 1.9" OD AND ASTM A121-86 FOR BARBED WIRE. o a GATE FRAME: 1.66" OD 2. ALL PIPE TO BE SCHEDULE 40 UNLESS NOTED OTHERWISE 01 DROP ROD: 1.375" OD 3. ALL ITEMS TO BE GALVANIZED PER ASTM F1083 a 0 w o U- BRACE RAIL: 1.66" OD 4. HOG RINGS AND WIRE FASTENERS TO BE SPACED NO MORE 4404 ,REGISTERED 0 TOP RAIL: 1.66" OD THAN 20" OC HORIZONTALLY AT 12" OC VERTICALLY , . TRUSS ROD: 3/8" DIA 5. BOTTOM TENSION WIRE TO BE NO MORE THAN 4" ABOVE GRADE CH T 000 TENSION WIRE: 7 GAUGE 6. PROVIDE STRETCHER BAR AND TENSION BANDS AT ALL GATES, 4...j.;:. 3 1/2" O.D. DIRECT BURIAL PIPE COLUMN WIRE FASTENERS: 11 GAUGE GATE POSTS AND CORNER POSTS (42" IMBED) SPACED AT 8'-0" O.C. MAX, 0 w c01 HOG RINGS: 9 GAUGE 7. PROVIDE 1.75" INSIDE DIAMETER, 17 GAGE GALVANIZED TUBE MIN. 2 PER GRIPSTRUT SECTION CHAIN LINK FABRIC: 9 GAUGE, 2" MESH FOR TOP RAIL SPLICE WHERE REQUIRED J 12"X48" ��DEEP CONCRETE PIER 0 0 0 BARBED SUPPORT: 1/4" BAR OR B. PROVIDE TURNBUCKLE OR TIGHTENER AT ALL TRUSS RODS STATE OF I n o z¢w n 12 GAUGE FOLD AND TENSION WIRES Y p z BARBED WIRE: 12Y2" GAUGE WITH 9. A FROST FREE GATE LATCH WITH CHAIN AND PADLOCK MAY BE 0 w N L-(n Of 4 POINT, 14 GAUGE USED INSTEAD OF A DROP ROD UPON APPROVAL FROM THE C.M. 0 BARBS AT 5" OC 0 N N (n CHAINLINK FENCE 22X34 S NTS 1 COAX CABLE BRIDGE 22X34 SCALE: NTS N M 1,X17 SCALE: NTS 11X17 SCALE: NTS O m N tr 0 , Z J Z N � O? PL 1/4" X PIPE O.D. o m N tL 0 z 3 w /16" Z> N Y O W 4" 0 GALV. STEEL PIPE, PAINT YELLOW o w N No. Date9y Revslons File no. 09001 1/2" ROUNDED CROWN Dote 02/16/09 4" 0 GALV. STEEL PIPE, PAINT GALV. STEEL STAPLE PLATE WELDED Designed by BD YELLOW AND FILL WITH CONCRETE TO PIPE Draw^ by Ex 12'-0" Checked by 80 6'-0' 6'-0" I 6" GALV. STEEL HASP WELDED TO Approved by SMNP o PIPE SLEEVE I 2% CROSS SLOPE MAX. 2% CROSS SLOPE MAX. Dote 1" CROWN PIPE,WELDEDXTO PPQE AS A STOP issued Doteissuedrm co �s/Oi CONCRETE FOOTING1 III IL I' _ _ ° 1" CROWN ^e P 07/06/OY I I= I-- - III= = I l III III III III= = = = = = =� - GRAVEL PAVING Dose sued for 'I-- II -1 1=1 I— ROCK COVER Building Permit GRANULAR FILL Dote issued 3" DEPTH OF 3/4" MINUS —' =1111—I 1=111=111=111=111=11=1 =I — r_-I I- or Bid COMPACTED GRAVEL -TI—III—III=1I=1II=1I=1I=1I I—III—III-1I I— " COMPACTED SUB GRADE UNDER ALL GRANULAR e 4 Dote issued 6" DEPTH OF 1 1/2" MINUS — — — SURFACES. COVER %\WON,/ I I /'%\/ J �° #3 TIE TOP & BOTTOM for construction: COMPACTED GRAVEL COMPACTED AREA WITH GEOTEXTILE 10 �/� I - .\\j —_ I_I a I I_I I Project title III III III-5" DIA. STD. PIPE (SLEEVE) W/ (2) 1/4" WAS NATIVE SUBSOIL N1 °. —I I I X 3" WELD STUDS MORGAN HILL COMPACTED 90% DENSITY TAX LOT{0001092004 -III ° a " —� PORT TOWNSEND, WA 98368 1'-6" 011 11. 1'-6" DIA. CONCRETE I— CLEAN DRAIN ROCK Sheet flee CONSTRUCTION DETAILS 22X34 SCALE: NTS 22X34 SCALE: 3I4• �'-0- 22X34 SCALE; NTS Sheet na. A3.2 ROAD DETAIL „X,7 SCALE: NTS 3 BOLLARD „X,7 SCALE: 3/9 _ ,—D- 4 REMOVABLE LOCKING BOLLARD „X17 ; r15 5 REV DATE DESCRIPTION BY UTILITY CONTACTS SYMBOLS A 08SEP09 CD REVIEW GLR PUGET SOUND ENERGY (PSE) QWEST O1 SHEET NOTE DESIGNATION 0 IISEP09 CD ISSUE GLR DON CHALLMAN DAN O'TOOLE f>I� PANELBOARD 3130 S 38TH STREET 611 6TH STREET TACOMA, WA 98409 BREMERTON, WA 98337 0 METER BASE P-253.377.0572 P-360.478.4423 F-253.476.6421 F-360.478.4401 Q Q E] GROUND ROD don.chaliman®pse.com dan.otolle®gwest.com ® GROUND TEST WELL IT 8 THE ELECITFACAL CONTRACTOF18 RESPONSEMM TO CAREFULLY I---I GROUND BAR COORDNATE ALL ASPECTS OF SERVICE WITH THE RESPECTIVE UTIITY COM'ANER —�— GROUND CONNECTION {/eriZ2 wireless O LIGHT FIXTURE — FLUORESCENT 15900 SE EASTGATE WAY ABBREVIATIONS 0-1 LIGHT FIXTURE — WALLMOUNTED BELLEVUE,WA980W e EXIT FIXTURE WA 1 M 0 RGAN AFF ABOVE FINISHED FLOOR U LIGHT FIXTURE — BUGEYE EMERGENCY HILL ATS AUTOMATIC TRANSFER SWITCH $ SINGLE POLE SWITCH 2910 20TH STREET BG BELOW GRADE $3 3—WAY SWITCH PORT TOWNSEND, WA C CONDUIT Ey Ep DISCONNECT SWITCH. "F" DENOTES FUSED. 98368 CU COPPER ® JUNCTION BOX E EXISTING ®EGB EXTERNAL GROUND BAR CUSTOM RECEPTACLE, TYPE AS NOTED qp DUPLEX RECEPTACLE "15 g.yy.mm gay EGR EXTERNAL BUILDING GROUND RING �+% DOUBLE DUPLEX RECEPTACLE ��4 omgm 97006 cWPPwwFCM FIELD CONSTRUCTION MANAGER ENGINEERING,INC. t5)T2&3= Fax (503)728.3328 ® GENERATOR RECEPTACLE MM�Bawd ' Etnar*wVarwo%cm GFI ROUND FAULT INTERRUPTER Q THERMOSTAT P��: 2N'024A01 °ROD RO9WWR GRC GALVANIZED RIGID CONDUIT SD SMOKE DETECTOR GIRD GROUND MOTOR CONNECTION �c� e. M/TC,S, MGB MASTER GROUND BAR G— GROUND WIRE 'Q�S�oF yGyct<< N NEW P UNDERGROUND POWER CONDUIT SBTC SOLID BARE TINNED COPPER T UNDERGROUND TELEPHONE CONDUIT TELCO TELEPHONE COMPANY ——P—— SURFACE MOUNTED POWER CONDUIT RF#25495 --T-- SURFACE MOUNTED TELEPHONE CONDUIT S'jGISTE TGR TOWER GROUND RING TYP TYPICAL —OHP— OVERHEAD POWER CONDUCTORS —OHT— OVERHEAD TELEPHONE CONDUCTORS DRAWING FILE VER VERIFY WF:\229\924\001\WG\E0l g WEATHERHEAD SHEET TITLE WGB WAVEGUIDE GROUND BAR —EP— EMERGENCY POWER CONDUIT LEGENDS & WP WEATHERPROOF —W— WAVEGUIDE CONDUIT UTILITY CONTACTS SHEET NUMBER NOTE: NOT ALL ABBREVIATIONS MAY BE USED ON THIS PROJECT. NOTE: NOT ALL SYMBOLS MAY BE USED ON THIS PROJECT. E01 x x x � I �ENE�Afll� NOTES REV DATE DESCRIPTION BY A 08SEP09 CD REVIEW GLR NEW H-FRAME A. CAREFULLY LOCATE EXISTING UNDERGROUND x I UTILITIES PRIOR TO ANY NEW TRENCHING OR o 11sEP09 CD ISSUE aLR I I I LJ EXCAVATION. x NEW VERIZON B. COORDINATE EXACT CONDUIT ROUTING AND STUB WIRELESS TOWER I UP LOCATIONS WITH VERIZON WIRELESS FCM AND EQUIPMENT. PRIOR TO ROUGH-IN. NEW - - - -I - - -i H-FRAME % '�\ C. VERIFY EXACT EQUIPMENT LAYOUT AND \ 6 LOCATIONS OF CONNECTIONS, WITH VERIZON WIRELESS FCM, PRIOR TO ROUGH-IN. v000. D. ALL CONDUIT ABOVE GROUND TO BE RIGID VerIZ2 wireless STEEL. 15900 SE EASTGATE WAY BELLEVUE,WA 98008 P/T SHEET NOTES WA 1 M O RGA N ° 4 PEDESTAL/ O1 STUB (1) 2" SCHEDULE 40 PVC CONDUIT, WITH #2901,,' '' HILL (3) #3/0 CU., (1} #4 CU. GIRD. 36" B.G. INTO x P ��` �' '� EXISTING PUGET SOUND ENERGY (PSE) I5 T \ \�`"� � TRANSFORMER #641241/15723. COORDINATE 2910 20TH STREET X I CONDUIT STUB UP LOCATION WITH UTILITY PORT TOWNSEND, WA REPRESENTATIVE. SEE GENERAL NOTE B. 98368 < SWEEP NEW 2" TELCO SERVICE CONDUIT (NOTE X 5) UP AT BASE OF (E) QWEST PEDESTAL #2901. COORDINATE EXACT ROUTING WITH VERIZON I P WIRELESS FCM AND UTILITY REPRESENTATIVE. X 3O BOAevwd POWER AND TELCO CONDUITS IN COMMON �90 ' TRENCH. MAINTAIN MINIMUM 12" SEPARATION. RMfPWW-A5°,2zn°".�000'°°� I I I O ENGINEERING,INC. F— (5m)TA839 4 PROVIDE NEW FLUSH MOUNTED CONCRETE ,P�Na: Z28.424 kag� 4 Ems, O.001 Caft,t CREO R08ER190tr PULLBOX PER UTILITY COMPANY REQUIREMENTS. UTILITY VAULT #25-FA, OR APPROVED EQUAL. LX — X — X —X COORDINATE LOCATION WITH VERIZON WIRELESS 0 I FCM AND UTILITY REPRESENTATIVE. �S e. M/WAs TCy D O5 PROVIDE (1) 2" SCHEDULE 40 PVC CONDUIT, P I WITH 1/4" NYLON CORD, 36 B.G., FOR TELCO o � Z SERVICE. SEE GENERAL NOTE B. I O6 SEE SHEET E03 FOR CONTINUATION. #25195 Fs,S�OrsT NAL o DRAWING FlLE (E) XFMR. 1 WF.\229\924\001\DWG\E02 #641241/151723 i SHEET TIRE OVERALL 1 OVERALL SITE PLAN SITE PLAN � 2 SCALE: 1 =20 -0 SHEET NUMBER E02 GENERAL NOTES REV DATE DESCRIPTION BY A. CAREFULLY LOCATE EXISTING UNDERGROUND A OBSEP09 CD REVIEW GLR UTILITIES PRIOR TO ANY NEW TRENCHING OR 0 11SEP02 co ISSUE GLR EXCAVATION. B. COORDINATE EXACT CONDUIT ROUTING AND STUB — x x x x x x x x x X_ UP LOCATIONS WITH VERIZON WIRELESS FCM x x X PRIOR TO ROUGH-IN M C. VERIFY EXACT EQUIPMENT LAYOUT AND 1 LOCATIONS OF CONNECTIONS WITH VERIZON 2 WIRELESS FCM PRIOR TO ROUGH IN v000 NEW VERIZON WIRELESS EQUIP. P D. ALL CONDUIT ABOVE GROUND TO BE RIGID Verbv�/ireless STEEL. 15900 SE EASTGATE WAY SHEET NOTES BELLEVUE,WA 98008 1 O PROVIDE GALVANIZED STEEL PAD MOUNTED WA 1 M 0 RGAN H-FRAME, SIZE AS REQUIRED FOR INDICATED 1 4 PANEL EQUIPMENT. COORDINATE LOCATION WITH VERIZON HILL ,A, WIRELESS FCM. TYPICAL 2. 2910 20TH STREET r 2 PROVIDE NEW 200A WP METER/MAIN �g I I T % � WITH FUT FU� FU PR HP E EB MANUAL CIRCUIT CLOSERS, PER UTILITY PORT TOWNSEND WA REQUIREMENTS. SEE ONE-LINE DIAGRAM, DETAIL 98368 1/E05. 1 � 11 6 7 10 9 P X O3 PROVIDE WP AUTOMATIC TRANSFER SWITCH (ATS) I MOUNTED ON H-FRAME. 200A, 2P WITH ATS 3 PROGRAMMABLE EXERCISER, DUAL TVSS UNITS, R 98iS& Boukread 5 AND AUXILIARY CONTACTS FOR POWER FAIL SuU107'^'°^ 8 " ALARM. ASCO #300-B-2-200-F-1-11 BG- 7M&W mww-x x x 14AA/14BA-(2) PULSAR450- NEMA3R, OR ENGINEERING,INC. Fax (MI72e-3= x x x x x x APPROVED EQUAL. We'r'" "WdWd eoul s, E-mk ma' &VQr&w+p.oan X XU ft]W Na: 2n.624.001 Ca tact CREO ROBER7SON 1 O T WP BRANCH PANEL 'A', PROVIDED WITH HPRE. PROVIDE 36"W x 42"H x 11"D WP TELCO �S e. M/TC, ENCLOSURE, WITH PLYWOOD BACKBOARD, o f WAS - - ATTACHED TO H-FRAME. HOFFMAN OR APPROVED - - --r - - - - - - - - EQUAL. \ 19 I co O PROVIDE WP GFI RECEPTACLE ON H-FRAME BELOW 'ATS' FOR GENERAL USE. CONNECT TO p u29 20A, 120V PANEL 'A' CIRCUIT. 1/2"C., (2) #12, STS 5 '�F��54 54 5 G� ELECTRICAL SITE PLAN (1) #12 GRD. SS�ONAI. [-03 SCALE: 3 16 =1 -0 O PROVIDE GFI RECEPTACLE MOUNTED TO /a�.7�j BACKBOARD IN TELCO ENCLOSURE. CONNECT TO DRAWING FILE 20A, 120V PANEL 'A' CIRCUIT. 1/2"C., (2) #12, WF:\229\924\001\DWG\EO3 (1) #12 GIRD. SHEET TITLE ELECTRICAL NOTES CONTINUED ON SHEET E04, SITE PLAN SHEET NUMBER E03 REV DATE DESCRIPTION BY SHEET NOTES CONTINUED FROM SHEET E03 A 08SEP09 CD REVIEW GLR 8 PROVIDE H-FRAME MOUNTED QUARTZ FLOOD SITE LIGHT, WITH WP 0 11SEP09 CD ISSUE GLR 0-60 MIN. SPRING-WOUND TIMER SWITCH. HUBBELL #QD150B, OR EQUAL. TYPICAL 2. CONNECT TO 20A, 120V PANEL 'A' CIRCUIT. 1/2"C., (2) #12, (1) #12 GRD. SWITCH TO BE MOUNTED ON POST CLOSEST TO GATE, CONTROL BOTH LIGHTS. � 9O TO 'ATS'. SEE ONE-LINE DIAGRAM, DETAIL 1/E05, FOR SIZES. 10 PROVIDE ONE (1) 2" SCHEDULE 40 PVC CONDUIT, WITH NYLON PULL \1000�- CORD, FROM PRIMARY CABINET TO TELCO ENCLOSURE. VeriZOnwireless 11 30KW GENERATOR FURNISHED BY VERIZON, INSTALLED AND CONNECTED ASTGATE WAY E SE 15900 COMPLETE BY ELECTRICAL. BE SE ,WA 98008 1Q COORDINATE LOCATION OF CONDUIT STUB-UPS WITH EQUIPMENT W�1 ®�(v'�� vn' MANUFACTURER. 1 ' 1Q EMERGENCY POWER FEEDER TO 'ATS'. SEE ONE-LINE DIAGRAM, DETAIL HILL 1/E05 FOR CONDUIT AND FEEDER SIZES. 2910 20TH STREET 14 PROVIDE 1"C., (5) #14 CU. TO 'ATS' FOR GENERATOR START/STOP PORT TOWNSEND, WA CONTROL. COORDINATE WITH EQUIPMENT MANUFACTURER AND CONNECT 98368 COMPLETE. 15 PROVIDE 1"C., WITH NYLON PULL CORD, TO TELCO CABINET FOR FUTURE ALARMS. 16 PROVIDE TWO (2) 20A, 120V PANEL 'A' CIRCUITS FOR BLOCK HEATER GGt6&W Ak, HouWfard AND BATTERY CHARGER. 1"C., (4) #12 CU., (1) #12 CU. GIRD. s�e107 .�9700 w,a,e:(W3)M-6000 1 NEW POWER SERVICE FEEDER. SEE DETAIL 1/E02, NOTE 1 AND ENGINEERING,INC. F— cs«1)neaze ONE-LINE DIAGRAM, �DETAIL 1/E05 FOR SIZES. ed Na: 2".924.001 Confect CREO ROBERISON 18 NEW TELCO SERVICE CONDUIT. SEE DETAIL 1/E02 FOR SIZES. 19 SEE DETAIL 1/E02 FOR CONTINUATION. �S E Mw /TC,S, c #25495 �ss�G/STER��C�� ONAI- 9 DRAWING FlLE WF.\229\924\001\DWG\E04 SHEET TITLE SHEET NOTES CONTINUED SHEET NUMBER E04 i y REV DATE DESCRIPTION BY WP AUTOMATIC TRANSFER SWITCH 'ATS'. A 08SEP09 CD REVIEW out SEE DETAIL 1/E03, NOTE 3. 0 I ISEP09 co ISSUE cut WP BRANCH PANEL 'A' PROVIDED WITH HPRE PROVIDE WP METER/MAIN WITH METER BASE PER POWER CO. STANDARDS. CIRCLE AW _ #U224MTB, OR APPROVED. 2"C. (3) #3/0 CU. VerIZ2nwireless (1) #4 CU. GRD. HPRE 15900 SE EASTGATE WAY BELLEVUE,WA 98008 GROUND 22PA ) ' \ ' WA1 MORGAN PER NEC. )30/2)30/2 M AUX. RELAY R / C 2"C. HILL FOR FUTURE SS I Tyss (3) #3/0 CU. 2910 20TH STREET ALARMS. 1 (1) #4 CU. GRD. OUTPUT PORT TOWNSEND, WA 3/4"C. TO -- BREAKER 98368 TELCO ENCLOSURE 2"C. i 3 #3/0 CU. (1) #4 CU. GRD 1"C. (5) #14 CU. FOR C n J START/STOP COORD. WITH Wl5&W.A%n GENERATOR SUPPLIER -- - Su6s+ReWPtww07 TO (E) PSE TRANSFORMER 9Bem''°NOmom 97005 #641241/151723. GENERATOR CONTROLS HEATER AND BLOCK ENGINEERING,INc. Fax «�MIMS 8gl i—V negated/oMlar' E malt twxg4rwwv own 30KW GENERATOR FURNISHED BATTERY CHARGER. ,,0 220.924.001 Co„t a ORM ROO R SON BY VERIZON WIRELESS INSTALLED AND CONNECTED COMPLETE BY ELECTRICAL. STUB CONDUIT UP AT 1 1"C. CGS WAS TELCO ENCLOSURE FOR W/NYLON �`�ly yiy ALARMS. PULL CORD. � co (2) 20A, 120V PANEL 'A' 1"C. CIRCUITS �4) #12 CU.1 12 CU. GRD. G/STE��C\C��� TONAL VERIZON WIRELESS LOAD SUMMARY DESCRIPTION: Ky11 DRAWING FILE ►rF:\229\924\oo1\DWG\EOS EQUIPMENT 24.50 KW 1 ONE-LINE DIAGRAM SHEET TITLE RECEPTACLES & MISC. 3.84 KW SHEET NOTES TOTAL: 28.34 KW ® 240V, 10 = 118.08A E SCALE: NONE 200A, 120/240V 10, 3W CONTINUED * CONNECTED LOAD OF 19.60 KW x 1.25 FOR CONTINUOUS. SHEET NUMBER E05 Fred Slota From: Scottie Foster Sent: Friday, November 05, 2010 10:50 AM To: Fred Slota r ffl, Cc: John McDonagh; John Merchant Subject: BLD09-211 VERIZON �l Fred, The LUP09-064 for this was issued 1/20/10 but with the caveat that Verizon has to get a lease for City property—which John says will NOT be granted. So,John put DENIED on the PLN approval step and we then put DENIED as the status for the BLD.John says that when they apply again it will be to put equipment on someone else's pole so it will be an entirely different BLD. So, can this BLD be EXPIRED?? Scottie Foster Administrative Assistant Development Services Department (360)344-3057 1 AREA D NO �./ TTHATE PORTION EOFR HEONORH Y2 OF SECTION 9, TOWNSHIP 30 NORTH, RANGE 1 WEST, W.M., SITE OWNER: JEFFERSON COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: CITY OF PORT TOWNSEND, WA COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST Y4 OF SAID SECTION 9; CONTACT: BOB LACROIX Ve/IJ!2fiPwireless THENCE ALONG HE WEST LINE OF SAID SUBDIVISION SOUTH 02'02'02" WEST 310.81 FEET; OFFICE: 306-379-5001 THENCE NORTH 8757'58" WEST 36.28 FEET TO THE TRUE POINT OF BEGINNING; MOBILE: 306-301-0807 THENCE NORTH 8757'58" WEST 50.00 FEET; THENCE NORTH 02'02'02" EAST 50.00 FEET; APPLICANT: THENCE SOUTH 8757'58" EAST 50.00 FEET; VERIZON WIRELESS R I D G E THENCE SOUTH02'02'02" WEST 50.00 FEET TO THE TRUE POINT OF BEGINNING; 15900 SE EAST GATEWAY COMMUNICATIONS,INC. CONTAINING 2500 SQUARE FEET, MORE OR LESS. BELLEVUE, WASHINGTON 98008 Drowings Produced By: ACCESS AND UTILITY EASEMENT DESCRIPTION: SITE DEVELOPMENT: v A TRACT OF LAND LOCATED IN THAT PORTION OF HE NORTH Y2 OF SECTION 9, TOWNSHIP 30 GAZLEY NORTH, RANGE 1 WEST, W.M., JEFFERSON COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: RIDGE COMMUNICATIONS, INC PLOWMAN 4707 SW KELLY AVENUE, SUITE 207 . ARCHITECTS SAID TRACT BEING A 20 FOOT WIDE STRIP OF LAND LYING 10 FEET ON BOTH SIDES OF THE PORTLAND, OREGON 97239 2701 NW V.gh. FOLLOWING DESCRIBED CENTERLINE: . CONTACT: LAURA HOPPER Suue 764 Portl..d,Of.97210 OFFICE: 503-206-8586 503 274 78M COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST Y4 OF SAID SECTION 9; MOBILE: 503-577-8710 503 274 7803 F- THENCE ALONG HE WEST LINE OF SAID SUBDIVISION SOUTH 02'02'02" WEST 310.81 FEET; EMAIL: LAURA.HOPFERORIDGECOMMUNICATE.COM THENCE NORTH87*57*58" WEST 42.28 FEET TO H VerlVfiwireless 4404 E TRUE POINT OF BEGINNING; REGISTERED THENCE SOUTH 02'02.58" WEST 0.36 FEET TO A CURVE TO THE LEFT HAVING A RADIUS OF CONSTRUCTION MANAGEMENT: --TECT 20.00 FEET AND A CENTRAL ANGLE OF 51'26'26 VERIZON WIRELESS THENCE ALONG SAID CURVE 17.96 FEET; 15900 SE EAST GATEWAY ERI Y THENCE SOUTH49'23'28" EAST 57.08 FEET TO A CURVE TO THE LEFT HAVING A RADIUS OF BELLEVUE, WASHINGTON 98008 "�°`wA9mala 15.00 FEET AND A CENTRAL ANGLE OF 85'02'23"; CONTACT: ED STEWART THENCE ALONG SAID CURVE 22.26 FEET; PHONE: 206-402-1678 THENCE NORTH 45'34'09" EAST 102.49 FEET TO A CURVE TO THE LEFT HAVING A RADIUS OF EMAIL: EDWARD.STEWARTOVERIZONWIRELESS.COM THENC FEET AND A CENTRAL ANGLE OF 43'41'37"; WAI MORGAN HILL THENCE ALONG SAID CURVE 118.20 FEET; THENCE NORTH 01'S2'32" EAST 108.12 FEET; ARCHITECT: THENCE NORTH 07'45'08" EAST 48.11 FEET; Y o z THENCE NORTH18'29'29" EAST 26.63 FEET TO THE NORTH LINE OF SAID SECTION 9 AND THE GAZLEY PLOWMAN ARCHITECTS, AIA o w 0 w TERMINUS OF THIS CENTERLINE DESCRIPTION; 2701 NW VAUGHN STREET, SUITE 764 m PORTLAND, OREGON 97210 SIDELINES TO BE LENGTHENED AND SHORTEN TO INTERSECT NH EACH OTHER AND THE NORTH PORT TOWNSEND WA 98368 CONTACT: DEAN HOQUE o �3 LINE OF SAID SECTION 9 AND THE SOUTH LINE OF THE LEASE AREA BEING SERVED BY THIS PHONE: 503-274-7800 x237 � EASEMENT. EMAIL: DHOQUEOGPARCHITECTS.NET o w coi rn SURVEYOR: o DUNCANSON COMPANY, INC r7 z z r Lu LEGAL DESCRIPTIONS 145 SW 155H STREET, SUITE 102 o W o SEATTLE, WASHINGTON 98166 ?� L a"' 4; SITE ADDRESS• T1.0 TITLE SHEET CONTACT: KEVIN WALKER o 7 ULL� 1 ;� `� ' �� r' OFFICE: 206-244-4141 N N to '1 T2.0 GENERAL NOTES & LEGEND w- �' e° VL Lrli� `Ws EMAIL: KEVINWODUNCANSONCO.COM ,_ C3 Eul l� 291 1 20TH STREET C1 SITE SURVEY o m vI PORT TOWNSEND, WA 98368 C2 SITE SURVEY o LAT: 48' 6' 50.27" N A1.0 SITE PLAN ELECTRICAL ENGINEER: 0 LON: 122' 48' 39.03" W A1.1 ENLARGED SITE PLAN o zn z,� t TAX LOT#001092004 A2.0 ELEVATIONS R&W ENGINEERING, INC z a 9615 SW ALLEN BLVD, SUITE 107 N o O- �i GROUND ELEVATION: 293.8' AMSL A3.0 ANTENNA DETAILS & STRUCTURAL NOTES BEAVERTON, OREGON 97005 o m ry �m�� �� peagta A3.1 EQUIPMENT DETAILS U;--w STRUCTURE HEIGHT: 160' AGL A3.2 CONSTRUCTION DETAILSCONTACT: GREG ROBERTSONJe PHONE: 503-292-6000E01 LEGENDS AND UTILITY CONTACTSo.96y_r"3 4! " 0 t� __� TOTAL STRUCTURE ELEVATION: 453.8' AMSL EMAIL: GROBERTSONORWENG.COM z�� a J Or ti� _ E02 OVERALL SITE PLAN oof ` �' � ` Qy'IVr or E03 ELECTRICAL SITE PLANotCTamIL11 ��j .(- OCCUPANCY: E04 SHEET NOTES CONTINUED TELCO COMPANY: Noy �e�sions 5i`��� �Pg �liUli] 4 ��Z� E05 ONE-LINE DIAGRAM [U----���--�°"-`w,_a N/A QWEST File no OY001 CONSTRUCTION TYPE' CONTACT: DAN O'TOOLE Q �•n ^ Q•� PHONE: (360) 478-4423 Dote oa/T6/oo _� r13L ;o.f����FF11oGuLl 5 TOWER: II-B i♦ ® i1 �0 60®VE _ aCoL.�.]C�7i701U�jQ l-.� 9n Y BD L ��' JURISDICTION: °r°wa byEK �oa1:1 !i � POWER C'MPANYi i(' _ i i'. ? � checked dy eo �'aC1C SRO 1 .m n C CITY OF PORT TOWNSEND �® �'' ' ' t- _� I Approved b SAINP �aa�o�� L U L� Y aee�coa�onni11 tt11[[�� tpp�� �E, PUGET SOUND ENERGY �101 ❑ OE,1110 Ul�t1��J[a�f ZONING: CONTACT: DON TAALL,'MAN EMAIL: DON.CH LLMAN®PSE.COM `ff�0C- ILI�•h�! � P OSB OPEN SPACE I Q I ti - / amm IIDate �, f' "_ ��°® J,`a�\ SITE INFORMATION: 11 OCT 1 3 a Date issued for �10� d o^ Zoning Permit 07/06/09 �r � ' TOWER SETBACKS •20' �� I Do issued for �UrWa!%!' Building Permit ,�-'❑ ET-]�o❑ HEIGHT LIMITS: N A lrI Date issued PROJECT PARCEL AREA: 203,609t SQ. FT. w r 1 - CITY OF POR I'OVdPi�ENG or eid IA��I - -- p^ Date issued PROPOSED LEASED AREA: 50'X50' for construction: ,'1 PROPOSED PROJECT AREA: 38'X35' Project title REQUIRED SETBACKS: N/A SHEET INDEX DRIVING DIRECTIONS: 4404 WAII TITS SIGNATURE DATE EGISTERED MORGAN HILL FROM THE BELLEVUE SWITCH, TAKE 1-90 WEST TOWARD SEATTLE. T TAX LOT�001092004 TAKE EXIT 2C FOR 1-5 NORTH TOWARD VANCOUVER, BC. CONTINUE ON I-5 NORTH. RF ENGINEER z9tt 20TH Si. TAKE EXIT 177 TOWARD EDMONDS. FOLLOW SIGNS FOR 244TH ST SW W AND MERGE ONTO ADA COMPLIANCE' PORT TOWNSEND, WA 98368 NE 205TH ST/244TH ST SW/LAKE BALLINGER WAY/WA-104. SLIGHT RIGHT AT EDMONDS PROJECT MANAGER WAY/WA-104. CONTINUE TO FOLLOW EDMONDS WAY. CONTINUE ON SUNSET AVE/WA-104. THE FACILITY IS UNSTAFFED AND UNOCCUPIED LEY Sheet title TURN LEFT AT MAIN ST/WA-104. TAKE THE EDMONDS-KINGSTON FERRY TO KINGSTON. STATE CONTINUE STRAIGHT ONTO WA-104. TURN RIGHT AT WA-104/WASHINGTON BLVD NE. TURN PROJECT SUMMARY: SITE ACQUISITION LEFT AT NE E 1ST STREET/WA-104. STAY ON WA-104. TURN RIGHT AT BEAVER VALLEY TITLE SHEET RD/WA-19. SLIGHT RIGHT AT WA-20. TURN LEFT AT MILL ROAD. TURN RIGHT AT DISCOVERY THE PROJECT IS FOR A NEW VERIZON ROAD. GO LEFT AT SHERIDAN AND GO LEFT AT HASTINGS. TURN LEFT AT HOWARD ST. WIRELESS TELECOMMUNICATIONS SITE ZONING CONTACT HOWARD STREET TURNS RIGHT AND BECOMES 20TH STREET. FOLLOW 20TH STREET TO DIRT CONSISTING OF A NEW FENCED COMPOUND ACCESS ROAD. CONTAINING OUTDOOR EQUIPMENT, GENERATOR PROPERTY OWNER AND 160' MONOPOLE WITH NEW ANTENNAS. Sheet no. T1 0 VICINITY MAP PROJECT SUMMARY APPROVALS PROJECT TEAM Wu Ir� •„�Lg P J 7 �\\ r\ � � �} � :X3 � : ��� � GENERAL NOTES SPECIAL INSPECTIONS CONT.: LANDSCAPING NOTES CONT.: ver%2gpwire►ess 1. THE FACILITY IS AN UNOCCUPIED SPECIALIZED MOBILE RADIO FACILITY. 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT TO THE 8• TOP DRESS PLANTING AREAS WITH FERTILIZER (16-16-16, WITH OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR AND BUILDING MICRONUTRIENTS, AGRIFORM PLANT TABS 20-10-5. 10 GRAM AND 21 GRAM 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A GRAPHIC .QFFIC AI AS EACH TEST IS COMPI FTFQ_ TABLETS) AT THE FOLLOWING RATES: REPRESENTATION OF THE FINAL INSTALLATION. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR 3. ANY MATERIAL WHICH FAIL TO MEET THE PROJECT SPECIFICATIONS SHALL - GROUNDCOVER: 1 OUNCE PER PLANT COMMUNICATIONS,INC. NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE - SHRUBS: 4 OUNCES PER PLANT Drawings Produces By: DRAWINGS. STRUCTURAL ENGINEER. SPECIAL INSPECTOR TESTING REQUIREMENTS APPLY - TREES: 6 OUNCES PER PLANT EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTOR SHALL VISIT THE 4. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS FOR 9• MULCH PLANTING BEDS WITH APPROVED MEDIUM GRADE ROTTED BARK BUST, GAZLEY JOB SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD THE MATERIAL USED F THE CONSTRUCTION TOOK PLACE ON SITE. 3/4-INCH MINUS TO DEPTH OF 2 INCHES. PLOWMAN CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE v ARCHITECTS ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTINUOUS INSPECTION WILL NOT BE REQUIRED DURING PREFABRICATION 10. PLANT MATERIALS MUST BE INSTALLED TO CURRENT NURSERY STANDARDS 2701 NW Vaughn ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION AND FURNISHES AND PROPERLY SUPPORTED TO ENSURE SURVIVAL. Suite 764 PROJECT MANAGER. EVIDENCE OF COMPLIANCE. Pedtlmd•or.972105032747800 4. THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO 5. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT CERTIFYING THAT 11. PLANTS MUST BE HANDWATERED AND BE IN HEALTHY CONDITION AT THE END 503274 7803 Fax PROCEED BEFORE STARTING WORK. ALL WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE OF THE 1 YEAR WARRANTY PERIOD OR A FULL GROWING SEASON FROM THE SPECIAL INSPECTOR'S KNOWLEDGE IN CONFORMANCE WITH THE APPROVED DATE OF SUBSTANTIAL COMPLETENESS, WHICHEVER IS GREATER. 4404 REGISTER 1 ' 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN PERMIT PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP AR--T ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS PROVISIONS. LEGEND SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR �+ ERIC GAZLEY REGULATIONS TAKE PRECEDENCE. SITE NOTES: SYMBOLS STARE a wwvnNmw DETAIL No. 6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT A GRID LINE ACCORDANCE WITH APPLICABLE CODES, REGULATIONS AND ORDINANCES. 1• USE APPROVED MATERIAL FROM FOUNDATION EXCAVATION TO FILL AND DETAIL GRADE SITE WITH CROWN AS INDICATED. COMPACT TO 95%. o REFERENCE MATCH LINE 0 CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, SHEEP No. ��' � ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC 2. GRADE SITE WITH CROWN FROM SHELTER. SLOPE TO ALL EDGES OF SITE t m AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK. MECHANICAL BUILDING WORK POINT AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL PERIMETER A 2.5%. Ao.o SECTION "- " - o z APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL o'-o" HEIGHT p w c3 w AND STATE JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE 3. EXCAVATE MINIMUM NECESSARY TO GRUB SITE; REMOVE SOD, ROOTS AND PT. MARKER o REGULATIONS. ALL UNSUITABLE SOIL FROM PROJECT. Aoo WALL SECTION co O U.]KEY p 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING BEST 4. FINISH SITE WITH 4" OF 3/4" MINUS WITH NO FINES. OVER 4" OF 1 1/2" NOTE rn Y oi�" w SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY MINUS CRUSHED ROCK. APPLY OVER GEOTEXTILE. COMPACT TO 98% MAX t EXTERIOR EQUIPMENT p U Q�o Z RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, DENSITY PER ASTM 01557. TREAT GRAVELED SITE WITH APPROVED WEED AD.o ELEVATION TYPE SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF STERILIZER. 1 to 0 REVISION THE WORK UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION 0 WITH THE PROJECT MANAGER AND WITH LANDLORD'S AUTHORIZED 000.o FINISH � Y o �.1 REPRESENTATIVE. 5. MIRIAFI BRAND GEOTEXTILE FABRIC OVER COMPACTED SUBGRADE UNDER ALL SPOT GRADE w NJ w vt Of NEW GRANULAR SURFACES. ooa.o' EXISTING 8. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS SPOT GRADE o \ 6. WHERE NECESSARY DUE TO SOIL SITE CONDITIONS: REMOVE UNSUITABLE CC) THAN2-A OR 2-A10BC WITHIN 5 FELT OF TRAVEL DISTANCE TO ALL w N \ PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. MATERIAL AND REPLACE WITH 4-6" LIFTS OF 4" MINUS CRUSHED ROCK EQUIPMENT m COMPACTED TO 95%. REVIEW WITH PROJECT MANAGER PRIOR TO p 1n w 9. THE CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR 4 NEW ANTENNA UTILITY POLE o PROCEEDING WITH WORK. � PHONE, AND KEEP SAME ON SITE WHENEVER ANY PERSONNEL ARE ON FIRE HYDRANT E POLE GUY WIRE N Z SITE. 7. SLAB BASE: 3/4" MINUS CRUSHED ROCK COMPACTED TO 92% MODIFIED "1PROCTOR MAX. DRY DENSITY IN ACCORDANCE WITH ASTM D1557 OR AASHTO LIGHT STANDARD o m o 10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR T-180 o MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR MATERIALS \ CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF STRUCTURAL STEEL: SEE SHEET A3.0 p to Z THE WORK. LANDSCAPING NOTES: 0 CONCRETE ® EARTH N Y o� p w N K 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT CMU GRAVEL No. Date13y (Revisions EXISTING IMPROVEMENTS, PAVING, CURBS, GALVANIZED SURFACES, ETC., TOPSOIL SHALL CONSIST OF IMPORTED RIVER LOAM. TO CONTAIN 35 - 40� AND UPON COMPLETION OF WORK, REPAIR ANY DAMAGE THAT OCCURRED 1 ( O BRICK SAND File no. 08096 p DURING CONSTRUCTION TO THE SATISFACTION OF THE PROJECT MANAGER SILT) TO BE PLACED BY THE LANDSCAPE CONTRACTOR. ADD TEXTURAL Date 02/16/09 AND/OR LANDLORD. AMENDMENTS AND BLEND ALL COMPONENTS THOROUGHLY AS DESCRIBED O GYPSUM WALLBOARD PLYWOOD BELOW. SOIL DEPTH IN PLANTERS SHALL BE A MINIMUM OF 6" FOR SHRUBS Desi ned by B0 12. ON A DAILY BASIS: KEEP GENERAL AREA CLEAN, HAZARD FREE AND AND GROUND COVER AND 12" FOR TREES. �IIlIIt1 BATT INSULATION ® FINISH WOOD Drover. by EK DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT RIGID INSULATION ® WOOD (CONT.) Checked by 00 SPECIFIED AS REMAINING ON THE PROPERTY. LEAVE PREMISES IN CLEAN 2. TEXTUAL SOIL AMENDMENTS - GARDEN CARE COMPOST: FREE FROM NOXIOUS Approved by SMNP CONDITION AND FREE FROM PAINT SPOTS, DUST OR SMUDGES OF ANY WEED SEED AND MATERIAL HARMFUL TO PLANT GROWTH. PROVIDE 3" IN 0 STEEL WOOD BLOCKING NATURE. SHRUB BEDS. m ALUMINUM �__=_� EXISTING STRUCTURE 13. CONTRACTOR TO PROVIDE COMPLETE SET OF AS-BUILT DRAWINGS WITHIN 3. GYPSUM: GRANULAR (CALCIUM SULFATE), 50 POUNDS PER 1000 SQUARE LINE TYPES Dote issued : 02/16/09 10 WORKING DAYS OF PROJECT COMPLETION. FEET IN SHRUB AREAS. Dote Issued for NEW WORK -cis-cAs- GAS Zoning Permit 07/06/09 14. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL 4. AGRICULTURAL GRADE LIME: 50 POUNDS PER 1000 SQUARE FEET IN SHRUB --------- DEMOLITION WORK -w-w- WATER Dotei issued for ng Permit SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. Build AREAS. - CENTERLINE -Hw aw- HOT WATER Dote issued 15. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE - - - - PROPERTY / LEASE LINE -cw cw- COLD WATER for Bid 5. POLYMER WATER RETENTION GRANULES - FOLLOW MANUFACTURES Dote issued LATEST REVISION. BREAK LINE -A-A- ANTENNA COAX CABLE for construction SPECIFICATIONS FOR QUANTITY. EXISTING CONTOUR -c-c- GROUND 16. IT SHALL THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL 6. ROTOTILL ALL PLANTING AREAS TO A MINIMUM DEPTH OF 6 TO 8 INCHES. EMS— NEW CONTOUR -GEN-GEN- GENERATOR EXISTING UTILITIES WHETHER SHOWN HERON OR NOT AND TO PROTECT ADD TOPSOIL TEXTURAL AMENDMENTS AND RETILL, BLENDING AMENDMENTS z x EXISTING CHAIN LINK FENCE-E-E- ELECTRICAL CONDUIT Project title THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF WITH LOOSENED SOIL THOROUGHLY. LANDSCAPE CONTRACTOR SHALL REMOVE -, -6-r- EXISTING WOOD FENCE -c-c- CONDUIT WA1 THIS WORK. ALL STICKS, STONES, AND DEBRIS TURNED UP IN WORKING SOIL. AT _x-x- CHAIN LINK FENCE MORGAN HILL COMPLETION OF SOIL PREPARATION, SOIL SHALL BE A FINE HOMOGENEOUS TAX 17. ALL ITEMS REMOVED OR DAMAGED DURING CONSTRUCTION WORK WILL BE TEXTURE. COMPACT AREAS TO PROVIDE SMOOTH FINISHED GRADE. -P-P- POWER 291 L20TH o9zooa -T-T TELCO 4404 EGISTERED PORT ST. REPLACED OR REPAIRED TO MATCH EXISTING. TO PORT OWNSEND, WA 98368 7. LAYOUT PLANTS AS DESIGNED ON THE PLAN AND EXCAVATE ALL SOILS FROM -P&T-P&T- POWER & TELCO T SPECIAL INSPECTIONS: TENRIOOTBALLE REMOVE ALLLU UBSOILSTAND REFRAIINTI ROMMESTUSI GIDSOI SF IN - -OHP- - OVERHEAD POWER PLANTING MIX OR BACKFILL. PREPARE A SOIL MIX AS FOLLOWS: - -OHT- - OVERHEAD TELCO Sheet title 1. THE REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN - -off- - OVERHEAD LEY GENERAL NOTES INDEPENDENT SPECIAL INSPECTOR PER THE 2006 INTERNATIONAL - 2 PARTS IMPORTED AMENDED TOPSOIL -ss-ss- SANITARY SEWER STATE QF N AND LEGEND BUILDING CODE (IBC). SEE SHEET A3.0 FOR A LIST OF REQUIRED - 1 PART COMPOST -so-so- STORM SEWER INSPECTIONS. -FD FD- FLOOR DRAIN -ao PD- ROOF DRAIN Sheet no. T2.0 LEGEND ?�sv✓ / / ./ '� RISER TELEPHON m _ - SUBJECT BOUNDARY LINE FF N RIGHT-OF-WAY CENTERLINE L J/1 GATE _- —`�6_ / -- _RIGHT-OF-WAY UNE L'/ L T — —ADJACENT BOUNDARY LINE TAK �� / / / �20.0' —SECTIONAL BREAKDOWN LINE i001 Ofl700� / / OP OVERHEAD POWER LINE D U N C A N S 0 N —up BURIED POWER UNE ccapl7.A= 24 G BURIED GAS LINE 245 SIOl/SIFr{SAOIM ❑t OVERHEAD TELEPHONE UNE swak whiuv� ?@Q Vol"UT BURIED TELEPHONE LINE 1•0 i BURIED WATER LINE / / // / d• BOLLARDS I I Ss BURIED SANITARY SEWER 50'R.O.W. 2� / / SD BURIED STORM DRAIN y EXCEPTION �I / / / I I — — —DITCH LINE/FLDW LINE / 6 ROCK RETAINING WALL � VEGETATION UNE / CHAIN LINK FENCE WOOD FENCE BARBED WIRE/WIRE FENCE oo \ \ \ I cW ❑p TRANSFORMER Q FIRE HYDRANT TREE NOTE: - I = 0 LIGHT STANDARD 04 GATE VALVE N \ \ \ SIGNIFICANT TREES LOCATED IN SUBJECT AREA. SMALLER I © POWER VAULT 83 WATER METER _ CE24 ICE20I CE20 TREES AND BRUSH MAKE \ I UP THE REMAINING GROUND I ® UTILITY BOX A FIRE STAND PIPE , �Mr I COVER. I 0 UTILITY POLE O CATCH BASIN, TYPE I \ E- POLE GUY WIRE ® CATCH BASIN, TYPE II III GAS VALVE - SIGN SITE ENQHMARK\ \ \ I ' REBAR &CAP _ _ \ \ \ \ �E24 \�20 I I I ® GAS METER ° BOLLARD 'DCI CONTROL" \ — — \ \ � \ ti I I,.' - I ET TELEPHONE VAULT - MAIL BOX ELEV.=295.>\ \_ BLOW OFF \�\\\ HE 8 1 1DF12 OSIh I N ' ,. 234.21 ❑ TELEPHONE RISER SPOT ELEVATION NOTE: 1)ALL ELEVATIONS SHOWN ARE ABOVE MEAN SEA LEVEL 2 l \ �M1e I I I I I ICE10\/ I I (AMSL) AND ARE REFERENCED TO THE NAV088 DATUM. m Y Y TELEPHONE I � 1 I I TTT111°«V I _ ( 2)ALL TOWER. TREE AND APPURTENANCE HEIGHTS ARE TAX LOT \� I RISER I I \ I p512 1 I 12 OUTLET „• I ABOVE GROUND LEVEL(AGL) AND ARE ACCURATE TOIS� MM002OW \ VAULT 1 I 9 PIPE HEADS II t 3 FEET OR i 1%OF TOTAL HEIGHT,WHICHEVER IS ¢ w \20 1 \ 1 SOUTH. I GREATER. YE Q \ \�� I> I DFi6 \ \DS24 I I I I o F it M ANHOIE z \ �� /I TREE LEGEND : N o <z 53.1 9� ti I DECIDUOUS TREE AL=ALDER y�yII$R Z a a a N '10O'To \ �\ \ \\ \I I�7 LATITUDE/LONCINDE ' I \\ O MP=MAPLE S B < w MA 11.PRAY �� \\ 1 POSITIDN TAXLOT 1 1 DS=DECIDUOUS 0 vl w.J w BLOW OFFS \CLU�MP�yAK \ I CENTER OF PROPOSED omoo1001 I AL12 TRUNK DIAMETER (IN) MA=MADRONA o in a N DFOB \ A08 MA08 \l I I 1 MONOPOLE / _ I / TYPE CCH=OCHERRY �UUU= w Q LA EVERGREEN TREE CE=CEDAR R1 I11 > \ 6 / d YJ TREE I I - DF=DOUCIAS FIR ¢ UNE \ OS1� 1 / NOTES HE=HEMLOCK 1 - DF��iJJB PI=PINE z o 0 0 10.0'�2 1) TITLE INFORMATION PER ORDER NO. 73479 AND 74025, ISSUED BY 195.2 EVG=EVERGREEN \ \ / JEFFERSON TITLE COMPANY, DATED JANUARY 8, AND APRIL 30 2009. t_ J� o iv N 50 50' I D 8 ; PROPOSED I 2) FIELD WORK CONDUCTED IN FEBRUARY 2009. HEIGHT ACl IF MEASURED LEASE AREA I` DSI4 �8 / // 3) BASIS OF BEARING: WASHINGTON STATE PLANE COORDINATE SYSTEM, NOTE: I NORTH ZONE(NAD83). TREE DRIP LINES ARE NOT TO SCALE. TREE SYMBOLS s 4) UNDERGROUND UTIUIIES SHOWN HEREON,IF ANY, WERE DEUNEATED FROM REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS a>7 o rn ry- S \ 280 � SURFACE EVIDENCE AND/OR UTIUTY COMPANY RECORDS. CRITICAL WERE APPROXIMATED AT 3.5' TO 4' ABOVE GROUND LEVEL. Z$ Z TANK HT.' v 50' -� 1 1 \ DF10 - / LOCATIONS SHOULD BE VERIFIED PRIOR TO DESIGN AND CONSTRUCTION. TREES SHOWN ARE FOR REFERENCE ONLY AND OTHER D WA10 TREES AND VEGETATION MAY EXIST. 4 ? SCL MP60/I DF10 I \ 4 \\ 282 I PROPOSED 20' ACCESS // / / 0 GENERAL SITE LOCATION SITE INFORMATION 59 \ AND UTIUTY EASEMENT ,' / TAX LOT NUMBER 001092004 J o I 1 \ \ \ 284 SITE ADDRESS 2911 20TH STREET 3 PORT TOYMSEND, WA 98368 I O\ DSCLUMP Cj12 SITE CONTACT 608 LACROIX 86 /290' _ / m.e.. ZONING PHONE NUMBER P�OSB7(POR DITOWNSEND) Z I DSO4 \ TOTAL LOT AREA 203,609f S.F.4.67 AC. PSCIDMP\ � DF10 PROJECT AREA 2500f S.F. ( )VAULT TE 9K"�g p 0.UMq \ 288 57.0 — / / CONCRETE � T���"�- \ DF11 / � / _ PAD Ds� scLUMO 0� seo I5}.7 DSCLu LATITUDE/LONGITUDE POSITION o DFO y�F "" - .Y.. COORDINATE DATA AT CENTER OF PROPOSED MONOPOLE: O O 0 SOB� / LAD 83 ENAVDLEV 2 Z a- BRUSH ` _ LAT- 4B'06'49.72` N ELEV.- 29}.e FEET DSCLUNP �� \ 292 OF1 OF07 // ...� / VAULT ON .� LINE \ \ 2g LONG - 122'48'39.35"W CONCRETE \ OF II W PAD � S10 .46.5' � / TANK HT. DS10 \ MPI2 / / BENCHMARK IS`COUP` U 312 TELEPHONE / V WASHINGTON STATE REFERENCE w / RISER 02 / NETWORK GPS CORS STATION. (n ELEV. = 143.426' HASTINGS AVE / \ ' FLD. CREW: KB/CR — / I •- / m MEETS ORIXEXDCEE SD1A STANDARDSL'21Z USING GPS. ACCURACY AS DEFINED ON THE FAA ASAC INFORMATION SHEET 91:003. FLD. BOOK: 210/21 H-FWITHRPOWER METER i DRAWN BY: JR/CD ® WAt� j; r s SURVEY REFERENCE JOB q: 99544.344 £ 1. AMENDED SURVEY,VOL. 18 PG. 153 RECORDS OF ?/ E3 ° X 20TH ST 9(� JEFFERSON COUNTY, WA DATE: 02�13�09 [�� ELECTRICAL EQUIPMENT 19TH ST (^ -tit":' _ I ,I, e '�.�• ON CONCRETE PAD S� HT.ST1NG56ONOPOLE BOUNDARY DISCLAIMER THIS PLAN DOES NOT REPRESENT A BOUNDARY SURVEY. SUBJECT AND ADJACENT PROPERTY LINES ARE DEPICTED USING FIELD-FOUND EVIDENCE AND RECORD INFORMATION. PROPANE ,.�p � CABLE TRAY GRAPHIC SCALE TANK ,N^'" ryP' y //� � UNDERGROUND UOIAUTIONI TIES EXIST IN THE AREA AND / GENERATOR /i UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. m 20 /�/ ��1 ITV A p STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE PAD MOUNTED /' VICINITY 1 MMI ONE—CALL UTILITY LOCATE SERVICE AT LEAST 48 1 I FM 1 in20Itt � \ F TRANSFORMER #25 / HOURS BEFORE STARTING ANY CONSTRUCTION. C 1 SITE DETAIL —296— V� I 641241/151723 ,'/ - NOT To SCALE- 1-800-424-5555 1 OF 2 LEGAL DESCRIPTION LEGEND PARCEL ro 001092004 I I I SUBJECT BOUNDARY LINE THE EAST 1/2 OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 9, TOWNSHIP 30 NORTH, RANGE 1 WEST, FOUND 1 1/2"BRASS DISC W.M., JEFFERSON COUNTY,WASHINGTON; WITH PUNCH "i/4 CDR TAKLOTi00f09I009 - - -RIGHT-OF-WAY CENTERLINEej EXCEPT RIGHT-OF-WAY DEDICATED BY AUDITOR'S FILE NO. 354633, RECORDS OF JEFFERSON COUNTY, WASHINGTON. LS 20642" -RIGHT-OF-WAY UNE SITUATE IN THE COUNTY OF JEFFERSON. STATE OF WASHINGTON. TA%LBT I ELECTRIC TAKLOTM0101M010 I -ADJACENT BOUNDARY LINE 50'R.O.W. RISER EXCEPTION' i00101907T POWER -SECTIONAL BREAKDOWN LINE PARCEL PORTION 0T METER Op OVERHEAD POWER UNE D U N C A N S O N THAT PORTION OF THE WEST)y N, THE NORTHEAST Y OF SECTION 9, TOWNSHIP 30 NORTH, RANGE 1 WEST, W.M., L Up BURIED POWER UNE JEFFERSON COUNTY, WASHINGTON,DESCRIBED AS FOLLOWS: S88'37'33'E 4 � �. Com)pnq;/m BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST Y4 OF SAID SECTION 9; 336.47' - G BURIED GAS LINE Taa�JJy Ar..4 gy 102 THENCE RUNNING EAST 1000 FEET; --- SD 88.4?iA F g50.00, or OVERHEAD TELEPHONE LINE '�h fo7dd THENCE SOUTH 552 FEET; Ph- 4241 THENCE WEST 1000 FEET; IT ui BURIED TELEPHONE LINE ]0SL41W THENCE NORTH TO PLACE OF BEGINNING, OTHERWISE KNOWN AS TAX NO. 1 IN SAID SECTION 9; / N46'39'42"E TRANSFORMER 20.0'J 71 17' � V BURIED WATER UNE EXCEPTING THEREFROM THAT PORTION CONVEYED TO THE CITY OF PORT TOWNSEND. A MUNICIPAL CORPORATION, BE DEED / SS BURIED SANITARY SEWER v/^, RECORDED JUNE 22, 1978 UNDER AUDITOR'S FILE NO. 250817, RECORDS OF JEFFERSON COUNTY, WASHINGTON; / SD BURIED STORM DRAIN v, LATITUDE/LONGITUDE TOGETHER VA TH THAT PORTION OF THE WEST Yz OF THE NORTHEAST)'I OF SECTION 9, TOWNSHIP 30 NORTH, RANGE 1 GRAVEL ROAD 10.0' 2� POSITION - ..-..-..-DITCH LINE/FLOW LINE WEST, W.M., JEFFERSON COUNTY, WASHINGTON.DESCRIBED AS FOLLOWS: - ROCK RETAINING WALL � � CENTER OF PROPOSED BEGINNING AT A POINT ON THE WEST LINE OF THE NORTHEAST Y OF SAID SECTION 9 WHICH BEARS SOUTH 2'01'19" WEST o MONOPOLE VEGETATION UNE 552 FEET FROM THE NORTHWEST CORNER THEREOF, SAID POINT BEING THE NORTHWEST CORNER OF PARCEL C AS DEEDED -0 O O CHAIN LINK FENCE TO NANCY SCOTT ROTH IN DEED RECORDED IN VOLUME 266 OF DEEDS, PAGE 670, RECORDS OF JEFFERSON COUNTY, WATER / 3 WOOD FENCE WASHINGTON; THENCE SOUTH 88-43'07"EAST ALONG THE NORTH UNE OF SAID PARCEL C, 775.63 FEET TO THE TRUE POINT OF :' TANG TAX LOT o M ■ BARBED WiftE/WIRE FENCE BEGINNING; n,� / =109f001 0 THENCE CONTINUING SOUTH B8'43'07" EAST ALONG SAID NORTH LINE, 227.57 FEET TO THE WEST MARGIN OF RAINIER o o / o TRANSFORMER FIRE HYDRANT STREET(FORMERLY ROY STREET)AS ESTABLISHED PER THE PLAT OF MOTOR LINE ADDITION 7O PORT TOWNSEND. AS PER / 0 LIGHT STANDARD N GATE VALVE PLAT RECORDED VOLUME 2 OF PLATS, PAGE 10, RECORDS OF JEFFERSON COUNTY, WASHINGTON; i \ THENCE SOUTH 1'40'56"WEST ALONG SAID WESTERLY MARGIN, 243.17 FEET TO THE LINE WHICH BEARS SOUTH 41'36'27" NpTHf PROPOSED 20 FOOT ACCESS 0 POWER VAULT ® WATER METER TRUE POINT OF BEGINNING; AND UTILITY EASEMENT ® UTILITY BOX EAST FROM THE lAK 3 A FIRE STAND PIPE , THENCE NORTH 41 36'27" WEST, A DISTANCE OF 331.88 FEET TO THE POINT OF BEGINNING. FIRE o C UTILITY POLE 0 CATCH BASIN, TYPE I SITUATE IN THE COUNTY OF JEFFERSON. STATE OF WASHINGTON. HYDRANT o I E- POLE GUY WIRE ® CATCH BASIN, TYPE II EASEMENTS ®CORRESPONDS WITH ITEM NUMBER IN'SCHEDULE B'OF TITLE REPORT#73479 TAKLOr m @ GAS VALVE a SIGN #p0I0g20D1 ® GAS METER BOLLARD THE FOLLOWING EASEMENTS FROM THE REFERENCED TITLE REPORT CONTAIN SUFFICIENT INFORMATION TO BE DEPICTED ON [1 TELEPHONE VAULT MAIL BOX THE PLAN. OTHER EASEMENTS OR ENCUMBRANCES, IF ANY, MAY AFFECT THE PROPERTY, BUT LACK SUFFICIENT 775.63' 0 TELEPHONE RISER 234.21 SPOT ELEVATION INFORMATION TO BE SHOWN. 588'42 38"E NOTE: Y RESERVATIONS CONTAINED IN COUNTY CONTRACT RECORDED UNDER COUNTY CONTRACT NO. 542. FOUND REBAR &CAP I)ALL ELEVATIONS SHOWN ARE ABOVE MEAN SEA LEVEL > 3 0 IN 1"PIPE (AMSL) AND ARE REFERENCED TO THE NAVD88 DATUM. m x RESERVATIONS CONTAINED IN DEED RECORDED UNDER RECORDING NO. 209602. "ADA 8894" 2) ALL TOWER, TREE AND APPURTENANCE HEIGHTS ARE N118"36'00'W 1 3 ABOVE GROUND LEVEL(AGL) AND ARE ACCURATE TO 336.5T - TAxLOT i 3 FEET OR f 1%OF TOTAL HEIGHT,WHICHEVER IS QLEGAL NOTICE FOR UTILITY LATECOMER AGREEMENT RECORDED UNDER RECORDING NO. 424656. TAKLOT E Sp JQ ;p o GREATER. a OM092WS LEASE AND THE TERMS AND CONDITIONS THEREOF AS DISCLOSED BY MEMORANDUM OF LEASE RECORDED �. ry o TREE LEGEND a z UNDER RECORDING NO. 429900. (INSUFFICIENT INFORMATION TO DEPICT EXACT LOCATION) I , a DECIDUOUS TREE AL=ALDER yyII A Z a w O MP=MAPLE Se CORRESPONDS WITH ITEM NUMBER IN 'SCHEDULE B' OF TITLE REPORT#74025 DS=DECIDUOUS O w U AL12 TRUNK DIAMETER (IN) MA=MADRONA o a N OK=OAK UUU 5 �2 EASEMENT FOR UNDERGROUND COMMUNICATION LINES PER RECORDING NO. 240379 AS SHOWN. ITYPE CH=CHERRY F o SITE LOCATION EVERGREEN TREE CE=CEDAR F�Q W EASEMENT FOR INGRESS, EGRESS, AND UTIUTIES PER RECORDING NO. 346496 AS SHOWN. I DF=DOUGLAS FIR f LL SCALE: 1"-100' DF1 PE PINE LOCK = 0 0 195.2 EVG=EVERGREEN NOTES s a - HEIGHT AGL IF MEASURED I) TITLE INFORMATION PER ORDER NO, 73479 AND 74025. ISSUED BY JEFFERSON TITLE COMPANY, DATED JANUARY 8, NOTE: AND APRIL 30 2009. TREE DRIP UNES ARE NOT TO SCALE. TREE SYMBOLS s 2) FIELD WORK CONDUCTED IN FEBRUARY 2009. REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS a 0 0 3) BASIS OF BEARING: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE(NAD83). WERE APPROXIMATED AT 3.5'TO 4' ABOVE GROUND LEVEL. �� 4) UNDERGROUND UTILITIES SHOWN HEREON,IF ANY, WERE DELINEATED FROM SURFACE EVIDENCE AND/OR UTILITY TREES SHOWN ARE FOR REFERENCE ONLY AND OTHER COMPANY RECORDS. CRITICAL LOCATIONS SHOULD BE VERIFIED PRIOR TO DESIGN AND CONSTRUCTION. TREES AND VEGETATION MAY EXIST. LEASE DESCRIPTION SITE INFORMATION J 3 TAX LOT NUMBER %092004 THAT PORTION OF THE NORTH)4 OF SECTION 9, TOWNSHIP 30 NORTH, RANGE 1 WEST, W.M., JEFFERSON COUNTY. SITE ADDRESS 2911 20TH STREET WASHINGTON, DESCRIBED AS FOLLOWS: PORT TOWNSEND. WA 98368 SITE CONTACT BOB LACROIX COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST Y4 OF SAID SECTION 9; PHONE NUMBER 360-379-5001 THENCE ALONG THE WEST LINE OF SAID SUBDIVISION SOUTH 0202'02" WEST 310.81 FEET; ZONING P/OSB (PORT TOWNSEND) Z THENCE NORTH 87:57:58-WEST 36.28 FEET TO THE TRUE POINT OF BEGINNING: TOTAL LOT AREA 203,609t S.F.(4.67 AC.) Q THENCE NORTH 875758"WEST 50.00 FEET; PROJECT AREA 2500t S.F. Z THENCE NORTH 02'02:02"EAST 50.00 FEET; 1T7 �1T1 1T1 THENCE SOUTH 8757'S8:EAST 50.00 FEET; LATI I UDE/LONGI 1 VDE POSITION ION �^ (n C) THENCE SOUTH 02'02'02" WEST 50.00 FEET TO THE TRUE POINT OF BEGINNING; 0 GENERAL SITE LOCATION Z COORDINATE DATA AT CENTER OF PROPOSED MONOPOLE: O � CONTAINING 2500 SQUARE FEET,MORE OR LESS. NAD 83 NAVD 88 ACCESS AND UTILITY EASEMENT DESCRIPTION LONG LAN- 449.72"N ELEV.= 293.8 FEET C 0 2 � F � - 122 122"48'39.35" W L 0 rr A TRACT OF LAND LOCATED IN THAT PORTION OF THE NORTH h OF SECTION 9, TOWNSHIP 30 NORTH, RANGE 1 WEST, Q W W.M., JEFFERSON COUNTY,WASHINGTON. DESCRIBED AS FOLLOWS: �W BENCHMARK IS "COUP" U V 2 SAID TRACT BEING A 20 FOOT WIDE STRIP OF LAND LYING 10 FEET ON BOTH SIDES OF THE FOLLOWING DESCRIBED WASHINGTON STATE REFERENCE J cuj o CENTERLINE: � NETWORK CPS CORS STATION. (n _ ELEV. = 143.426' COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST Y4 OF SAID SECTION 9; HASTINGS AVE THENCE ALONG THE WEST LINE OF SAID SUBDIVISION SOUTH 0202'02"WEST 310.81 FEET; FLO. CREW: KB/7THENCE NORTH 87'57'58"WEST 42.28 FEET TO THE TRUE POINT OF BEGINNING: 1-10 ELEVATION DERIVED USING GPS. ACCURACYMEETSOR EXCEEDS 1A STANDARDS AS DEFINED FLD. BOOK: 210/21 THENCE SOUTH 02'02'58" WEST 0.36 FEET TO A CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET AND A CENTRAL ON THEFAA ASAC INFORMATION SHEET 91:003. ANGLE OF 51'26'26"; DRAWN BY: JR/CD THENCE ALONG SAID CURVE 17.96 FEET; SURVEY REFERENCE THENCE SOUTH 49'23'28" EAST 57.08 FEET TO A CURVE TO THE LEFT HAVING A RADIUS OF 15.00 FEET AND A CENTRAL 1. AMENDED SURVEY, VOL. 18 PG. 153 RECORDS OF JOB /�:99544.344 ANGLE OF 85 02'23"; JEFFERSON COUNTY, WA 9 THENCE ALONG SAID CURVE 22.26 FEET; 20TH ST 19TH S7 `¢� DATE: 02/13/09 THENCE NORTH 45'34'09"EAST 102.49 FEET TO A CURVE TO THE LEFT HAVING A RADIUS OF 155.00 FEET AND A .p CENTRAL ANGLE OF 43'41'37"; Ir s� THENCE ALONG SAID CURVE EAST 10 FEET: BOUNDARY DISCLAIMER THENCE NORTH 01 52'32" EAST 108.12 FEET;THENCE NORTH 07'45'08"EAST 48.11 FEET; VHNy � THIS PLAN DOES NOT REPRESENT A BOUNDARY THENCE NORTH 18'29'29" EAST 26.63 FEET TO THE NORTH LINE OF SAID SECTION 9 AND THE TERMINUS OF THIS � SURVEY. SUBJECT AND ADJACENT PROPERTY LINES CENTERLINEDESCRIPTION; / � ARE DEPICTEDUSING FIELD-FOUND EVIDENCE AND RECORD INFORMATION. SIDELINES TO BE LENGTHENED AND SHORTEN TO INTERSECT WITH EACH OTHER AND THE NORTH LINE OF SAID SECTION 9AND THE SOUTH LINE OF THE LEASE AREA BEING SERVED BY THIS EASEMENT. CAV IIONI sow roo UNDERGROUND UTILITIES E%IST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. i� STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ^ VICINITY MAP ONE-CALL UTILITY LOCATE SERVICE AT LEAST 48 I ,/ HOURS BEFORE OSTARTING 4-5CCOCN5TRUCTION. V - NOT TO SCALE - 1 O if-'ILY JWJ 2 OF 2 • I I U' I I VWAIJWireless Ld - - - - - - Q I 4 I - - - - - - - - - - - - - - - - - - - - -I CO R I D G E --- o,•r COMMUNICATIONS,INC. — _ — _ 20TH ST. Drawing= Produced By: _ _ _ _ _ _ — —� - -� , 9/ �'.�••— - — . — . — . — . —- — -—- — - — - —- — - — _ _ _ _ GAZLEY 1 . — PLOWMAN v ARCHITECTS 2701 NW V-ghn Suit-764 '01503 274 7800 to �//r , \ F NEW REMOVABLE 5032747800 F. /-' `� %"��/ BOLLARDS 5 4404 REGISTERED � ARCMTECT /-' EXISTING TREES ERIC GrAwm is \- ----- o 0 \ 1 I I \ 11 1 I 1 1 \ p\ Z Z 0 I I I I'S / oWl w j Zl/j, / �i//� ,C?I I\ PROJECT AREA AllIRELESS o w �cc ' Lj IST. WATER TANK'//' >< EXTEND NEW // / Mto Z J N TO OK- FENCE EXIST. FENCE. w N t..In X �NEW GRAVEL ACCESS / _� 1\ .I / / Z ROAD MIN. 12'-0" WIDE, N //i ,/FOR ACCESS AROUND o %EXISTING EQUIPMENT Q"• C� ;;; \ # / OZ zal.I.-• •I .— LD 3 Z NEW (2) 8'-0" WIDE0SIM ED SWING GATES c\v x O W w N I O 'I I No. Date 3y IReds'sions XISTING TELCO RISER File no. 0900T PROVIDE NEW BOLLARD Dote 02/16/09 I /a I AS REQ. DUE TO NEW \ ACCESS EXTENSION. Designed by 8D q NEW BOLLARDS AS I EXTEND NEW FENCE D""" by EK 2 REQ. AROUND EXIST chea TO EXIST. FENCE. led by e0 I EQUIP. I Approved by SYNP NEW FENCE AROUND I EXISTING AND PROPOSED EXISTING WIRELESS SITE I WIRELESS SITES. ROUTE I (OTHER CARRIER) Dote issued : 04/T6/OY I FENCE AS SHOWN FINAL TO 1 Date issued ror BE COORDINATED WITH zoning Permit 07,06/09 OWNER, MIN. 12' CLEAR ON EXISTING TRANSFORMER Date issued for WEST SIDE FOR ACCESS TO Building Permit Date issued EXISTING WIRELESS SITES. — for aid I — — _ _ _ — — — — — — — — — — — — — Date issued EXISTING BUILDING for construction: Project title I I WA1 `I MORGAN HILL TAX 2911E 20 OT#00ST 2004 II 4404 EGISTERED PORT TOWNSEND. WA 98368 l� - - - - - - - NOTE: N Sheet title I I REMOVE EXISTING TREES SITE PLAN 8TATE OF AND SHRUBS AS REQ. FOR ACCESS AND EQUIPMENT EXTENSION N LEASE AREA. Sheet no. SITE PLAN 22x34 SCALE: 1• = 40'-0• ^1 .O ,1x17 SCALE: ,• = 80'-0• 1 \ 1 I Ve/i2IQpwireless NEW FENCE EXTEN \ \ 50'-0" LEASE AREA \ TO EXISTING FENCE 1 \ R I D G E I \ \ COMMUNICATIONS.INC. Drawings Producec By: GAZLEY XI X X \ PLOWMAN X X X X _ I \ w ARCHITECTS X X XI X 1 2701 NW V-ghx �— X X X ° Sui(e 769 Portland,Or.97210 x I I \ \ 5032747800 EXISTING WATER TANK u I \ 503279780J Fm �w�4 REGISTERED ARCl9TECT I � ERIL G GAn.EY I I \ nhre av wwsuwcla/ 38'-0" FENCED EQUIP. I \ \ i I COMPOUND \ a 0 C.L. TOWER I \ m p w U L, 0 0 o o \ \ 00 o w ) VERIZON WIRELESS o % ¢ 3 I 160'-0" MONOPOLE 0 ? 1>n tN I f` Y O Z W NEW 6'-0" TALL CHAINLI o w N t1 U)w 00 �I FENCE W/ (3) STRANDS o z v \ BARBED WIRE AND (2) 1 t'�p N 71 0 of \ 6'-0" WIDE SWING GATES A3.2 a "I w > LO i T—� _ NEW POWER METER \ o m t 3 \ /I I NEW COAX CABLE 1 2 \ o L ww o \ / \ BRIDGE W/ GPS UNIT A3,0 A3,2 \ 0 z a z 11 N LU \ EXTEND GRAVEL \ N o p z i' z a o \ \ ACCESS TO END OF o m N w LU \ FENCED COMPOUND \ o vo _ \ I VERIZON WIRELESS \ o \° z w o — —T—— I OUTDOOR EQUIPMENT ON Z— (V \ O I O I O O O aO N 1 5 2 I 2 1 4 In CONC. PAD o w � 07—6 \ — —_ n r v I \ .1 No. (Date)ay (Revisions C—=� 1 O \ I \ Hie no. 09w1l NEW 5' LANDSCAPING a� Date 02/16/09 \ I \ BORDER o \ \x EXISTING es Digned by BD KEY NOTES I o \ I \ REMAIN TYPEE TO \ Drown b IX y i•' \ \ Checked by 6D d EXISTING TREE TO BE Approved by S101P O1 RADIO CABINET 850 NOTES: I REMOVED TYP. O1. ONLY MAJOR TREES SHOWN FROM x X X X FUTURE RADIO CABINET SURVEY, FIELD CONDITIONS ARE \ \ Dote issued O HPRE CABINET DENSE SHRUBS AND TREES OF o o o I \ ` Dote issued I., 02/16/OY VARIABLE SIZE. \ ° I ° \ Zoninq Permit 07/0E/09 O EBRE CABINET 2. LIMIT GRUBING OF SITE AND —— — \ Dote issued for REMOVAL OF TREES AND _ __ I \ \ Building Permit O FUTURE LTE CABINET SHRUBS TO ACCESS EXTENSION —— —— —— — I —— —— Dote issued AND VERIZON WIRELESS FENCED __ for Bid \ � l \ Date issued O DIESEL GENERATOR EQUIPMENT COMPOUND ONLY. \ I I for Construction: 4� EGISTERED I ° I T Project title PLANT LEGEND EXISTING VAULT \\ ° WAI EXISTING SHRUB LINE \ MORGAN HILL I \ LEY TAX L0T#001092004 EXISTING TREE EXISTING TREE LINE \0 ` \ ��� z911 TOW20T EN PORT TOWNSEND, WA 98368 NEW FENCE � \ \ Sheet title (12) THUJA OCCIDENTALIS (AMERICAN N \ \ — ENLARGED SITE ARBORVITAE) 5'-0" HIGH PLANT AS 3 PLAN ACCESS ESS ROAD ACC SHOWN SEE DETAIL 4 A3.1 FOR a NEW 12' WIDE \ STAKING. A3.2 \ 0 f NEW 20'-0" WIDE \ \ ROAD/UTILITY EASEMENT \ \ Sheet no. 22x34 SCALE: 1/4" - V-0" A1 .1 ENLARGED SITE PLAN 11x17 SCALE: 1/8' = 1'-0" V@/72pJ7wireless NEW VERIZON WIRELESS (3) SECTORS OF (4) PANEL ANTENNAS ON LOW PROFILE R I D G E TOPHATe COMMUNICATIONS,INC. G Drawings Producec By: GAZLEY PLOWMAN ARCHITECTS 2701 NW Vm ghn Suitt 764 Pa 1-4 0r.97210 503 274 78M 503 274 7803 Fox isRAR T ECT I\J MOYTECT ERIC GAZLEY STATE OF 1PA91R1CIp1 Of O Q p W U li O \ Z m y('j O p W U x 0 \ 0 O M p Z JQ W—(n V I \ Z >> Z r Y O?U]W O W N lL to Z H Of p Z O Z 3 00 O Q N U>>I O W W= 1 o NEW 160'-0" MONOPOLE v\i DD 0 o p m cn w to O o a N ZJ \ z< N O? O m N W O O U W Z N W ON W O No. Date 3y Revisions File no. DO= Dote 02/16/09 Designed by 90 Drawn by p( Checked by 90 Approved by SMNP Dote issued : 02/1 E/Oi NEW VERIZON WIRELESS Dote issued for DIESEL GENERATOR AND NEW COAX CABLE BRIDGE Zoning Permit 07/06/00 OUTDOOR EQUIPMENT W/ GPS UNIT AT 12'-0" Dote issued for CABINETS ON CONC. PAD AGL TIP HEIGHTA3•0 Building Permit 1 Date issued for Bid NEW 6'-0" TALL CHAINLINK Dote issued FENCE WITH (3) STRANDS for Construction: OF BARBED WIRE NEW LANDSCAPING NEW LANDSCAPING NEW FENCE Project title f WA1 MORGAN HILL 44M EGISTERED TAX LOTN001092004 2911 20TH ST. HT PORT TOWNSEND. WA 98368 Sheet title LEY ELEVATIONS 8TATE FF IN N Sheet no. SOUTH ELEVATION 22x34 SCALE: 1 WEST ELEVATION 22x SCALE: '" A2.0 11x17 SCALE: 1" = 20'-0' 11x17 17 SCALE: 1" = 20'-0' 12 GENERAL STRUCTURAL NOTES: 1. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES, Ve//jyj7WIfBIBSS 3. NO PIPES, DUCTS, SLEEVES, CHASES, ETC., SHALL BE PLACED IN SLABS, BEAMS, OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED, NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC., UNLESS OTHERWISE NOTED. CONTRACTOR SHALL OBTAIN PRIOR GPS ANTENNA APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC. SUPPLIED BY 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF VERIZON WIRELESS CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY R I D G E AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD VERIZON WIRELESS COMMUNICATIONS,INC. '-c AND THE ARCHITECT/ ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF Drowings Produced By: WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF VERIZON WIRELESS OR THE . ARCHITECT/ENGINEER. GAZLEY PLAN 5. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF PLOWMAN CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND PEDESTRIANS ARCHITECTS GPS ANTENNA SUPPLIED BY VERIZON DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION 2701 4W Vmtghn WIRELESS. EQUIPMENT, TEMPORARY STRUCTURES, AND PARTIALLY COMPLETED WORK, ETC. OBSERVATION VISITS TO THE SITE BY THE sn1m76a SEE AID FOR MOUNTING HEIGHT ARCHITECT/ENGINEER SHALL NOT INCLUDE INSPECTION OF SUCH ITEMS. Pon6i4 Or.'7210 503 274 7800 ATTACH PER MANUFACTURER'S 6. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. so32747eo3Pax RECOMMENDATIONS CABLE BRIDGE PIPE LEG 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE 1 1/4" STD. PIPE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING/BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. REGISTERED HEIGHT AS REQUIRED ARCHTECT 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE ERIC GAZLEY PROSECUTION OF THIS WORK. S ATE a wA99NCI0N ANTENNA MOUNT MULTIPURPOSE ADJUSTABLE CLAMP 9• DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. 10. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. 11. ALL ITEMS REMOVED DURING CONSTRUCTION WORK (I.E., DRYWALL, PLYWOOD, CEILING PANELS, ETC.) SHALL BE REPLACED TO MATCH EXISTING 0 2. THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION: n J a � Y G]z A. THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. 0 w c3 w COAX CABLE 0 B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE ARCHITECT/ENGINEER, AND OTHER DESIGNATED PERSONS. coo w ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF NOTE: UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND THE BUILDING OFFICIAL. °'o w v� ALL ANTENNA AND COAXIAL C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS SUPERVISOR STATING WHETHER THE WORK z CABLES TO BE FURNISHED BY 0o ELEVATION VERIZON WIRELESS AND INSTALLED REQUIRING SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE N1 0 z N BY ANTENNA CONTRACTOR WORKMANSHIP PROVISIONS OF THE UNIFORM BUILDING CODE. z zuj > I� Y O_—W 0 w N 1Z(A X D. COMPLY WITH ALL CITY SPECIAL INSPECTION REQUIREMENTS cn GENERAL CONCRETE NOTES: 00 0 N N ,n GPS ANTENNA MOUNTING z2'x34'scALE: 1 1/z• _ ,'-o' 1 1 CONCRETE. WORK SHALL BE IN ACCORDANCE WITH THE ACI 301-89, ACI 318-95 AND THE SPECIFICATION FOR CAST-IN-PLACE LO m „%17•SCALE: 3/4• _ ,•-0- 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT 28 DAYS UNLESS NOTED OTHERWISE. o 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC C4 z Z J SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS "B" AND ALL HOOKS SHALL No m 0� BE STANDARD UNLESS NOTED OTHERWISE. a 0 ANTENNA PIPE MOUNT. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL L SH HERV�ISE-ON-DRAW GS: 0 two Z w LENGTH AS REQ. FOR r � EGISTERED Z CONCRETE CAST AGAINST EARTH.......................3 IN. _ � PANEL ANTENNA. OvlpC ALL SMQhL IKS�CTLON I T 0 w oN X CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER...........................................2 IN. Rt-PORTS TJ GCr` OF PD� -Mw�k� No. Date 3y Revisions TOPHAT VALMONT# #5 AND SMALLER & WWF............................1-1/2 IN. BL—b T DlUL&t1D File no. 00001 B1984 CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAIN GROUND: LEY Date 02/16/09 SLAB AND WALL............................................3/4 IN. PANEL ANTENNA BEAMS AND COLUMNS..................................1-1/2 IN. �� Designed by BID ATE 5. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. STATE Drawn. by IX Checked by 90 6• HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND Approved by SMNP COAX SUPPORT SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID AT 3'-0" O.C. CUTTING EXISTING REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. 7. USE AND INSTALLATION OF CONC. EXPANSION/WEDGE ANCHOR, SHALL BE PER ICBO & MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. Doce issued : 02/16/09 Dote issued for STANDARD STRUCTURAL STEEL NOTES: Zoning Permit 07/06/09 1• ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM A123-A123M-02 UNLESS NOTED OTHERWISE. Date issued it 7CONNECTION Building Perini; 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500, GRADE A OR A501. Dote issued for Bid 1/2" COAX JUMPER 10" 3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS D1.1. WHERE FILLET WELD SIZES Dote issued MIN. RADIUS ON DRIP ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION", 9TH EDITION. or construction: LOOP 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALV. ASTM A307 BOLTS (5/8" DIA. UNO) AND SHALL HAVE A MINIMUM OF TWO BOLTS U.N.O. NEW MONOPOLE 5. NON-STRUCTURAL CONNECTIONS FOR HANDRAIL, LADDERS AND STEEL GRATING MAY USE 5/8" DIA. GALVANIZED ASTM A307 BOLTS U.N.O. Project title SPECIAL INSPECTIONS: WA1 MORGAN HILL 1. THE REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSPECTOR PER THE 2007 OREGON STRUCTURAL TAX LOTS001092004 SPECIALTY CODE (OSSC) FOR THE FOLLOWING ITEMS. 2911 20TH ST. NOTE: CONTINUOUS DURING THE INSTALLATION OF EXPANSION AND/OR ADHESIVE ANCHORS: INSPECT HOLE SIZE, DEPTH, CLEANLINESS, AND PORT TOWNSEND, WA 98368 CONTRACTOR PERFORMING ANTENNA SWEEP INSTALLATION PER ICBO REPORT. TESTS SHALL CONFIRM TEST PROCEDURE WITH INSPECTION OF SIZE AND PLACEMENT OF REINFORCING STEEL PRIOR TO CONCRETE COVER. Sheet title : C.E. PRIOR TO SCHEDULING TEST SO AS TO ASSURE THAT THE LATEST SPECIFICATIONS INSPECTION OF CAST-IN-PLACE CONCRETE PLACEMENT. ANTENNA AND STANDARDS ARE APPLIED. DETAILS& TESTING OF CAST SAMPLES INCLUDING COMPRESSION TESTS FOR THE MINIMUM CONCRETE STRENGTH NOTED ABOVE. STRUCTURAL NOTES Sheet no. A3 0 ANTENNA CONNECTION 11 x34•SCALE: NTS 2 GENERAL STRUCTURAL NOTES II x34•SCALE: NTS A i t•x17•SCALE: NTs 11•xt 7•SCALE: NTS 3 27'-0" CONCRETE SLAB 6" 3'-4" 3'-2" 2'-11 8" 2'-11 " 2'-11%" 2'-11�" 1'-0" 3'-0" 1 3/4" 3,-0" 4" NOTES: Ve//�WIfBI@SS 3'-0" MIN CLR 1. COORDINATE POWER AND TELCO STUB—UPS WITH EQUIPMENT MANUFACTURER AND VERIZON WIRELESS INTEGRATED CONSTRUCTION MANAGER PRIOR TO POURING SLAB. 71" LOAD CENTER 2. VERIFY REBAR & EXP. ANCHORS LOCATIONS TO AVOID R I D G E ANCHOR HOLE TYP. INTERFERENCE. COMMUNICATIONS,INC. r - r-—— z 4 PER CABINET CONTROL END I 1I II 1 , 3. VERIFY ANCHOR SPACING WITH MANUFACTURER'S Drawings Produced By: (FUTURE) I (FUTURE) X (FUTURE) I WRITTEN INSTRUCTIONS. LTE CABINET I RADIO CABINET II RADIO CABINET I RADIO CABINET 850 GAZLEY 0 0 35.4Wx36.29"D 35.4Wx36.29"Dx72"H 11 35.4Wx36.29"Dx72"H 1 35.4Wx36.29"Dx72"H 4. BOLT CABINETS TO CONC. PAD PER MANUFACTURER'S PLOWMAN 30kW DIESEL GENERATOR WEIGHT = 1497# j WEIGHT = 1497# WEIGHT = 1497# WEIGHT = 1497# HPRE CABINET EBRE CABINET WRITTEN INSTRUCTION. v ARCHITECTS WITH SOUND ATTENUATION 36Wx58.38"Dx75.38"H 36"Wx48.15"Dx75.38"H 2701 NW Vaughn . . I Suite 7 64 HOOD, AIR SCOOPS AND . __________ _ ____ WEIGHT = 3447# WEIGHT = 4883# PortlmL4 Or.97210 110 GAL SUB—BASE TAN --- -- --- 503 274 78M 40"W x 1 10"D x 80"H r i 503 274 7H03 Fax WEIGHT = 3550# --------- L—————— J L------J L_ J I m 4404 g o (KATOLIGHT MODEL REGISTERED V) 1 0 100-3597 SHOWN) 0 ARcwTEcr Li (4) )¢"0 STAINLESS STEEL Li ANCHOR BOLTS EMBED 4". (4) Xt"0 STAINLESS STEEL ERI Of R HILTI HIT—RE500-50 ANCHOR BOLTS EMBED 4". 2 STATE aF WASMNGTON z ■ O (6) 31"0 STAINLESS STEEL HILTI KWIK BOLT TZ OR HILTI A3.1 CONCRETE ANCHORS EMBED HIT—RE500—SD rn 4-Y4". HILTI KWIK BOLT TZ OR O 1 1 8 1/2" HILTI HIT—RE500—SO CONTROL JT. J5"x2" SAWCUT _0W/JT. FILLER 0) Y O O W U Li 0 O 1 EXHAUST END 3:: )4"XB"X8"fC W/(4) X2"O O U' STAINLESS STEEL ANCHOR TASK LIGHTe 44N EGISTERED 0) Y o� o w UIr BOLTS EMBED 4 HILTI AUTOMATIC TEL A3.1 I T o Z HIT—RE500-50 TRANSFER CABINET c� o N M p Z J n Z Q W— o n Y O?�0 O O O O LEY O W NK N0_' STATE OF IN o >o 8'-0" 9'-6" N N O H W p m LLJ N w Of O EQUIPMENT LAYOUT p N Z J 22"x34"SCALE: NTS 1 Z Q 11"x17"SCALE: NTS 1 N O O? O m N ti O o ° zw 2 7/8" O.D. GALV. NEW HUBBELL TASK LIGHT o w oN SUPPORT PIPES W/ No. Dote By Reviswns GALV. METAL CAP rile no. 08001 #5 REBAR ® 12" O.C. Dote 02/18/08 EACH WAY, CENTERED IN SLAB 1//2" RADIUS CRUSHED 00 TbOLED EDGE STAKES (2) PRESSURE Designed by 8D TREATED DOUGLAS FIR 2" Drown b GRAVEL ROCK, SEE CIVIL DIAM. y EK 1n z ao w "GRO—STRAIGHT" TREE Approved by 518iP Checked by 8L GRADE P1000 UNISTRUT GALVANIZED BALLED IN TIE (2) PfOVe SPACED AS REQUIRED FOR EQUIPMENT CONDUIT/MOUNT FOR BURLAP BARK MULCH — 2" ° ° MOUNTING HALOGEN LIGHT SHALL DEPTH Date issued : 02/16/09 BE FASTENED TO SIDE FINISH Dote issued far OF SUPPORT PIPE DOWN GRADE WATERING BASIN Zoning Permit : 07/06/09 TO GRADE �" .y Date issued for —//\\ °• o o • \\ _ _ Building Permit ` \` ` \ \ - _ PLANT TABS (PER Date issued /\ SPECS) far aid \/�jX�j\� \ \ \ \ \��\\ \\/\\6\/ — 1 HR TIMER/GFI WATERING COMPACTED BACKFILL for teConstruction: DUPLEX RECEPTACLE I STANDPIPE SOIL MIXTURE )PER I L SPECS) Project title SMIN. ONE TAKES SHALL EXTEND I WAi BOTTOM OF PLANTPITT,, MORGAN HILL DO NOT S. COMPACT SOIL PER CIVIL ROOTBALL ENETRATE 29 1 20TH OT92ooa (2) #5 CONTINUOUS IN 1 3/4" TYP, PORT TOWNSEND, WA 98368 EDGE OF SLAB (TYP) NATIVE SOIL �vj 3/16" A—A A—A )¢"XB"XS"IE W/(4) X2"0 STAINLESS STEEL NOTE: ANCHOR BOLTS EMBED SET ROOTBALL 1" ABOVE Sheet title 4". HILTI FINISH GRADE. REMOVE EQUIPMENT HIT—RE500-50 BURLAP FRKO TOP OF 1/3 OF ROOTBALL. DETAILS NOTE: SECTION A—A CUT ALL STRINGS. SEE ALSO T2.0 Sheet no. SLAB SECTION 11"x17-S ,TS 2 TASK LIGHT ;?-.17 E � 3 TREE STAKING 21 17 Ste: ;/4" a 1=O. 4 A3. 10'-0" MAX 12'-0" MAX (SEE PLAN) 10'-0" MAX BARBED WIRE BARBED TOP RAIL GATE POST GATE FRAME DROP ROD WIRE FASTENERS (3) STRANDS Ve//zpfflWIr@IBSS SUPPORT \I/ ,� `'� � 'i ."�,c,.� '� a }'tY� l��• t„ Y�'{} s Y"�'¢ 1, CORNER R I D G E t HORIZONTAL h � f " k.' ` 8'-0" AGL CLEAR COMMUNICATIONS,INC. POST " BRACE RAIL .y , BENEATH ICE BRIDGE Drawings Produces By: I � � i� '`LINE POST" ""r�` ��•`�.r. � TRUSS RODx � " ��.\� v TENSION 4 4` r r GALLEY BAR ,� r ` " r v '� .} �,.• "" r PLOWMAN " 4 t '�¢ '` t �¢ .. ., ARCHITECTS TRAPEZE SUPPORT KIT 270i Nw V.gh" ~ VALMONT B1890 MOUNTED Suite 764 # eon�d 80 unto AT 4'-0" O.C. 5032747SO3 �\ 24"W GRIPSTRUT BRIDGE 5032797803FaY TENSION WIRE GRAVEL BASE CHANNEL VALMONT #82734 M 12" DEEP x 12" DIA CHAIN LINK FABRIC REasTERm HOG RINGS UNDISTURBED �Gy��T DROP ROD CATCH EXTENDED DOWN TO EARTH OR 1 40" DEEP x 12" DIA GRAVEL BASE COMPACTED CHANNEL MOUNTING BRACKET FOOTING WITH CROWNED BACKFILL ASSEMBLY VALMONT # 802245 ERIO GALLEY TOP, TYPICAL Suh a wwsmicra AT SIM 16'-0" GATE WIDTH: SIZES: NOTES: GATE POSTS: 4" OD CORNER POSTS: 2.875" OD 1. ALL ITEMS TO CONFORM TO ASTM F1083 FOR FENCING, o GATE POST FOOTINGS: 18" DIA X 48" DEPTH GATE POSTS: 2.875" OD ASTM F900 FOR GATES, ASTM A392-89 FOR FENCE FABRIC LINE POSTS: 1.9" OD AND ASTM A121-86 FOR BARBED WIRE. J GATE FRAME: 1.66" OD 2. ALL PIPE TO BE SCHEDULE 40 UNLESS NOTED OTHERWISE \ < DROP ROD: 1.375" 00 3. ALL ITEMS TO BE GALVANIZED PER ASTM F1083 o w z BRACE RAIL: 1.66" OD 4. HOG RINGS AND WIRE FASTENERS TO BE SPACED NO MORE 49 EGISTERED ) TOP RAIL: 1.66" OD THAN 20" OC HORIZONTALLY AT 12" OC VERTICALLY —; CD TRUSS ROD: 3/8" DIA 5. BOTTOM TENSION WIRE TO BE NO MORE THAN 4" ABOVE GRADE i ; H T 0 TENSION WIRE: 7 GAUGE 6. PROVIDE STRETCHER BAR AND TENSION BANDS AT ALL GATES, °.1,.;. 3 1/2" O.D. DIRECT BURIAL PIPE COLUMN WIRE FASTENERS: 11 GAUGE GATE POSTS AND CORNER POSTS (42" IMBED) SPACED AT 8'-0" O.C. MAX, 0 w c0.1X HOG RINGS: 9 GAUGE 7. PROVIDE 1.75" INSIDE DIAMETER, 17 GAGE GALVANIZED TUBE MIN. 2 PER GRIPSTRUT SECTION O1 CHAIN LINK FABRIC: 9 GAUGE, 2" MESH FOR TOP RAIL SPLICE WHERE REQUIRED ;`J LEY c� o BARBED SUPPORT: 1/4" BAR OR B. PROVIDE TURNBUCKLE OR TIGHTENER AT ALL TRUSS RODS 12"X48" DEEP CONCRETE PIER STATEN M o Z J N 12 GAUGE FOLD AND TENSION WIRES z z w BARBED WIRE: 12Y2" GAUGE WITH 9. A FROST FREE GATE LATCH WITH CHAIN AND PADLOCK MAY BE ^o w NN U-N IX 4 POINT, 14 GAUGE USED INSTEAD OF A DROP ROD UPON APPROVAL FROM THE C.M. BARBS AT 5" OC 00 o N CN (n CHAINLINK FENCE 22XI =DALE' NTS 1 COAX CABLE BRIDGE 22X1 SALE' NTS 0 u)x 11X17 SCALE: NTS 11X17 SCALE: NTS12 0m N O \ O O Z J N Z< c\V O O? PL 1/4" X PIPE O.D. o in N iL 0 1-1 o � Ow 3/16" z— 4" 0 GALV. STEEL PIPE, PAINT YELLOW o w NNX No. Date By Revisions File no. OD001 1/2" ROUNDED CROWN Dote 02/16/09 4" 0 GALV. STEEL PIPE, PAINT GALV. STEEL STAPLE PLATE WELDED Designed by BD YELLOW AND FILL WITH CONCRETE TO PIPE Drawn by IX 12—0 O Checked by BD 6'-0" 6'-0" I 6" GALV. STEEL HASP WELDED TO Approved by s11Np o PIPE SLEEVE I 2% CROSS SLOPE MAX. 2% CROSS SLOPE MAX (3) PL 1/4" X 1" EQ. SP. AROUND 1" CROWN Date ssaed 02/18/09 PIPE, WELDED TO PIPE AS A STOP —III III ,° CONCRETE FOOTING Date ssaed for o 1" CROWN Zoning Permit 07/06/09 —III III -III III III=III III=III III III=III III=i III III III III GRAVEL PAVING Dote ssaed for _ GRANULAR FILL ROCK COVER Building Permit, IT.I 1= I_III=1 IIII—III-1I I_I =1I—I I—III—I I. _III=1�!—I' 3" DEPTH OF 3/4" MINUS 1III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=11 i=1 I L—III=1 I I=1 I I_-I i I_ Dote Iseaea COMPACTED SUB GRADE for Bid COMPACTED GRAVEL =T—_) = =�—�= — =�=�—�=I I=" - _ � _- -- -'11=111-l—I I-1I— -1I-1I I_ - UNDER ALL GRANULAR . a ° #3 TIE TOP & BOTTOM Date ssaed 6" DEPTH OF 1 1 2" MINUS —"'—"'— SURFACES. COVER i/i/ I'i:• • •. rar canst.aaran: COMPACTED GRAVEL COMPACTED AREA WITH — I— GEOTEXTILE i(7 G Project title\;� —III—II 4 III—III: " wAI j;1 \ ! I 1 5 DIA. STD. PIPE (SLEEVE) W/ (2) 1/4" NATIVE SUBSOIL N a. _I—I 1 I— X 3" WELD STUDS MORGAN HILL COMPACTED 90% DENSITY -III— ° —I I TAX LOT/001092004 4 2911 20TH ST. _ PORT TOWNSEND, WA 98368 �c 1�-6_�e" I I I I_ 1'-6" DIA. CONCRETE I� CLEAN DRAIN ROCK Sheet title CONSTRUCTION DETAILS Sheet no. ROAD DETAIL IIX17 SCALE N"STS 3 BOLLARD IIX177 S : 3/8' 3 4 REMOVABLE LOCKING BOLLARD 221X17 SE N 5 A3.2 REV DATE DESCRIPTION BY UTILITY CONTACTS SYMBOLS � A 08SEP09 CD REVIEW GLR PU�ET SOUND ENERGY (PSE) QWE�ST O O1 SHEET NOTE DESIGNATION D I ISEP09 CD ISSUE GLR DON CHALLMAN DAN O'TOOLE j PANELBOARD 3130 S 38TH STREET 611 6TH STREET TACOMA, WA 98409 BREMERTON, WA 98337 Q METER BASE I P-253.377.0572 P-360.478.4423 F-253.476.6421 F-360.478.4401 0 0 GROUND ROD don.challman®pse.com dan.otolleOgwest.com ® GROUND TEST WELL IT 18 THE ELECTRICAL OONTRACTOR'S RESPONSE M TO CAREFULLY GROUND BAR COOREMATE ALL ASPECTS OF SERVICE WITH THE RESPECTIVE U711LrTY COMPANIES. GROUND CONNECTION veriZ2nwireless LIGHT FIXTURE — FLUORESCENT 15900 SE EASTGATE WAY ABBREVIATIONS O-+ LIGHT FIXTURE — WALLMOUNTED BELLEVUE,WA 98M ® EXIT FIXTURE WA 1 M 0 RGAN AFF ABOVE FINISHED FLOOR U LIGHT FIXTURE — BUGEYE EMERGENCY HILL ATS AUTOMATIC TRANSFER SWITCH $ SINGLE POLE SWITCH 2910 20TH STREET BG BELOW GRADE $3 3—WAY SWITCH PORT TOWNSEND, WA C CONDUIT DISCONNECT SWITCH. "F" DENOTES FUSED. 98368 CU COPPER ® JUNCTION BOX E EXISTING ®EGB EXTERNAL GROUND BAR CUSTOM RECEPTACLE, TYPE AS NOTED DUPLEX RECEPTACLE 9615S_W.AWnft evard EGR EXTERNAL BUILDING GROUND RING REWPhonac SLft1ol DOUBLE DUPLEX RECEPTACLE Bwv&"%Omgm 97WS FCM FIELD CONSTRUCTION MANAGER (603)z�� ENGINEERING,INC. F`t «) ® GENERATOR RECEPTACLE �j� ' Eta rN&loarwwg°n GFI Pigeallo.:GROUND FAULT INTERRUPTER Q THERMOSTAT B97 4.001 C-t t WM R—W—M SO N GRC GALVANIZED RIGID CONDUIT SD SMOKE DETECTOR GRD GROUND MOTOR CONNECTION �cJ EwMlrcti MGB MASTER GROUND BAR G— GROUND WIRE >Q`S�y. yitict��< N NEW P UNDERGROUND POWER CONDUIT SBTC SOLID BARE TINNED COPPER T UNDERGROUND TELEPHONE CONDUIT TELCO TELEPHONE COMPANY ——P—— SURFACE MOUNTED POWER CONDUIT #25495 TGR TOWER GROUND RING --T-- SURFACE MOUNTED TELEPHONE CONDUIT �s`S�G/ST —OHP— OVERHEAD POWER CONDUCTORS NAL TYP TYPICAL —OHT— OVERHEAD TELEPHONE CONDUCTORS DRAWING FILE VER VERIFY WF:\229\924\001\DWG\E01 g WEATHERHEAD SHEET TITLEWGB WAVEGUIDE GROUND BAR —EP— EMERGENCY POWER CONDUIT LEGENDS & WP WEATHERPROOF —W— WAVEGUIDE CONDUIT UTILITY CONTACTS SHEET NUMBER NOTE: NOT ALL ABBREVIATIONS MAY BE USED ON THIS PROJECT. NOTE: NOT ALL SYMBOLS MAY BE USED ON THIS PROJECT. EO ' x x x i NEW H-FRAME GENERAL �I@ A�®��� REV DATE DESCRIPTION BY I A NOTES A 08SEP09 CD REVIEW GLR x - i A. CAREFULLY LOCATE EXISTING UNDERGROUND 0 1>ISEP09 CD ISSUE GLR I I UTILITIES PRIOR TO ANY NEW TRENCHING OR EXCAVATION. x NEW VERIZON B. COORDINATE EXACT CONDUIT ROUTING AND STUB WIRELESS TOWER I UP LOCATIONS WITH VERIZON WIRELESS FCM AND EQUIPMENT. PRIOR TO ROUGH-IN. NEW H-FRAME i '� C. VERIFY EXACT EQUIPMENT LAYOUT AND f I LOCATIONS OF CONNECTIONS, WITH VERIZON \ 6 �� \�� I �'�/ WIRELESS FCM, PRIOR TO ROUGH-IN. + \\ 3 \�`, ,��� V��'IL wireless \ D. ALL CONDUIT ABOVE GROUND TO BE RIGID STEEL. 15900 SE EASfGATE WAY -} BELLEVUE,WA 98008 P/T SHEET (VOTES WA 1 M O RGAN ° 4 PEDESTAL,/ O1 STUB (1) 2" SCHEDULE 40 PVC CONDUIT, WITH x P \\ #2901/" ,�� (3) #3/0 CU., (1) #4 CU. GIRD. 36" B.G. INTO HILL EXISTING PUGET SOUND ENERGY (PSE) 2910 20TH STREET I 5 T TRANSFORMER #641241/15723. COORDINATE x I CONDUIT STUB UP LOCATION WITH UTILITY PORT TOWNSEND, WA REPRESENTATIVE. SEE GENERAL NOTE B. 98368 SWEEP NEW 2" TELCO SERVICE CONDUIT (NOTE x - 5) UP AT BASE OF (E) QWEST PEDESTAL #2901. COORDINATE EXACT ROUTING WITH VERIZON I P WIRELESS FCM AND UTILITY REPRESENTATIVE. K O3 POWER AND TELCO CONDUITS IN COMMON sett 107 Baleverd I �,o� I TRENCH. MAINTAIN MINIMUM 12" SEPARATION. ReWPh.. x ENGINEERING,INC. 4OI � � ConbxtEms,.PROVIDE NEW FLUSH MOUNTED CONCRETE NBEFUSM PULLBOX PER UTILITY COMPANY REQUIREMENTS. ����� cRm Lx — x — x — xUTILITY VAULT #25-FA, OR APPROVED EQUAL. COORDINATE LOCATION WITH VERIZON WIRELESS 0 I FCM AND UTILITY REPRESENTATIVE. WAS PROVIDE D O5 PROVIDE (1) 2" SCHEDULE 40 PVC CONDUIT, P i WITH 1/4" NYLON CORD, 36 B.G., FOR TELCO CIO 2 SERVICE. SEE GENERAL NOTE B. I O6 SEE SHEET E03 FOR CONTINUATION. #25495 ASS ONAIL ST L NA o /- og (E) XFMR. DRAWING FILE 1 WF.\229\9224\\001\DWG\E02 #641241/151723 i SHEET TITLE OVERALL r OVERALL SITE PLAN SITE PLAN [- 2 SCALE: 1 =20 -O SHEET NUMBER E02 I GENERAL NOTES REV DATE DESCRIPTION BY I A. CAREFULLY LOCATE EXISTING UNDERGROUND A 08SEP09 CD REVIEW Due i UTILITIES PRIOR TO ANY NEW TRENCHING OR 0 11SEP09 CD ISSUE cue EXCAVATION. B. COORDINATE EXACT CONDUIT ROUTING AND STUB — X UP LOCATIONS WITH VERIZON WIRELESS FCM X X x X PRIOR TO ROUGH-IN M C. VERIFY EXACT EQUIPMENT LAYOUT AND 1 LOCATIONS OF CONNECTIONS WITH VERIZON 2 WIRELESS FCM PRIOR TO ROUGH IN NEW VERIZON � � WIRELESS EQUIP. P D. ALL CONDUIT ABOVE GROUND TO BE RIGID Ver�L wireless STEEL. _ 15900 SE EASTGATE WAY SHEET NOTES ,/�, 1BELLEVUE,WA 98008 1 O PROVIDE GALVANIZED STEEL PAD MOUNTED � Y A l M O RGA tlnI H-FRAME, SIZE AS REQUIRED FOR INDICATED 1 4 PANEL EQUIPMENT. COORDINATE LOCATION WITH VERIZON HILL ,A, WIRELESS FCM. TYPICAL 2. 2910 20TH STREET I T 2 PROVIDE NEW 200A WP METER/MAIN WITH FUT F4 FU PR HP E EB MANUAL CIRCUIT CLOSERS, PER UTILITY PORT TOWNSEND, WA REQUIREMENTS. SEE ONE-LINE DIAGRAM, DETAIL 98368 X _ 1/E05. 1 If11 6 7 10 9 P x O MOUNIDE WOP AUTOMA IC 2RAN FER SWITCH (ATS) ATS 3 PROGRAMMABLE EXERCISER, DUAL TVSS UNITS, - 5 AND AUXILIARY CONTACTS FOR POWER FAIL 98%&W.AW 88 " ALARM. ASCO #300-B-2-200-F-1-11 BG- R4V 7M X X X 14AA/14BA-(2) PULSAR450- NEMA3R, OR EGENEERING,INC. Fax (sm),726,1= x IV X x X X X APPROVED EQUAL. werawt99. somwo, E�rnerq�+�.mn X � tw X FmodNo.: 229.924.001 Contact GM FMMSM 1 O T WP BRANCH PANEL 'A', PROVIDED WITH HPRE. PROVIDE 36"W x 42"H x 11"D WP TELCO c, e. MITI -_ _ ENCLOSURE, WITH PLYWOOD BACKBOARD, ��G aF WASS� - - - - ATTACHED TO H-FRAME. HOFFMAN OR APPROVED - - -�. - - - - - - EQUAL. 19 I 'r O PROVIDE WP GFI RECEPTACLE ON H-FRAME BELOW 'ATS' FOR GENERAL USE. CONNECT TO #25495 20A, 120V PANEL 'A' CIRCUIT. 1/2"C., (2) #12, ELECTRICAL SITE PLAN (1) #12 GRD. ass o sT L NA E03 SCALE: 3 16 =1 -0 O PROVIDE GFI RECEPTACLE MOUNTED TO A BACKBOARD IN TELCO ENCLOSURE. CONNECT TO DRAWING FlLE 20A, 120V PANEL A CIRCUIT. 1/2 C., (2) 412, WF;\229\824\001\OW0\E03 (1) #12 GRD. SHEET TITLE ELECTRICAL NOTES CONTINUED ON SHEET E04, SITE PLAN SHEET NUMBER E03 REV DATE DESCRIPTION BY SHEET NOTES CONTINUED FROM SHEET E03 A 08SEP09 CD REVIEW Gut 8 PROVIDE H—FRAME MOUNTED QUARTZ FLOOD SITE LIGHT, WITH WP 0 11SEP09 co ISSUE GLR 0-60 MIN. SPRING—WOUND TIMER SWITCH. HUBBELL #QD150B, OR EQUAL. TYPICAL 2. CONNECT TO 20A, 120V PANEL 'A' CIRCUIT. 1/2"C., (2) #12, (1) #12 GRD. SWITCH TO BE MOUNTED ON POST CLOSEST TO GATE, CONTROL BOTH LIGHTS. f < TO 'ATS'. SEE ONE—LINE DIAGRAM, DETAIL 1/E05, FOR SIZES. 10 PROVIDE ONE (1) 2" SCHEDULE 40 PVC CONDUIT, WITH NYLON PULL CORD, FROM PRIMARY CABINET TO TELCO ENCLOSURE. VCrI"—n wireless 11 30KW GENERATOR FURNISHED BY VERIZON, INSTALLED AND CONNECTED 15900 SE EASTGATE WAY COMPLETE BY ELECTRICAL. BELLEVUE,WA98008 1Q COORDINATE LOCATION OF CONDUIT STUB—UPS WITH EQUIPMENT WA1 MORGAN MANUFACTURER. 1Q EMERGENCY POWER FEEDER TO 'ATS'. SEE ONE—LINE DIAGRAM, DETAIL HILL 1/E05 FOR CONDUIT AND FEEDER SIZES. 2910 20TH STREET 14 PROVIDE 1"C., (5) #14 CU. TO 'ATS' FOR GENERATOR START/STOP PORT TOWNSEND, WA CONTROL. COORDINATE WITH EQUIPMENT MANUFACTURER AND CONNECT 98368 COMPLETE. 15 PROVIDE 1"C., WITH NYLON PULL CORD, TO TELCO CABINET FOR FUTURE ALARMS. 16 PROVIDE TWO (2) 20A, 120V PANEL 'A' CIRCUITS FOR BLOCK HEATER 96168W R � de eorw AND BATTERY CHARGER. 1"C., (4) #12 CU., (1) #12 CU. GIRD. aft107 . 97ow p,om(W3)M-60W 1 NEW POWER SERVICE FEEDER. SEE DETAIL 1/E02, NOTE 1 AND ENGINEERING,INC. F— cso,) ze�ze ONE—LINE DIAGRAM, DETAIL 1/E05, FOR SIZES. MM��dWd�w. � «n.— ed No.: 220.924.001 Comex GM ROBERTSON 18 NEW TELCO SERVICE CONDUIT. SEE DETAIL 1/E02 FOR SIZES. 19 SEE DETAIL 1/E02 FOR CONTINUATION. �c, e. MIWAS TC,y co 2 #25495 �/STEa`��G�� ONAI_ DRAWING FlLE WF.\229\924\001\DWG\E04 SHEET TITLE SHEET NOTES CONTINUED SHEET NUMBER E04 REV DATE DESCRIPTION BY WP AUTOMATIC TRANSFER SWITCH 'ATS'. A 08SEP09 CD REVIEW GLR SEE DETAIL 1/E03, NOTE 3. 0 11SEP09 CD ISSUE GLR WP BRANCH PANEL 'A' PROVIDED WITH HPRE PROVIDE WP METER/MAIN WITH METER BASE PER POWER CO. STANDARDS. CIRCLE AW _ #U224MTB, OR APPROVED. 2"C. �- (3) #3/0 CU. Verl"wireless (1) #4 CU. GIRD. HPRE 15900 SE EASTGATE WAY BELLEVUE,WA 98008 GROUND 22PA ) I l \\ I WA 1 M 0 RGAN PER NEC. J30/2J 30/2 M AUX. RELAY RT TC 2"C. HILL FOR FUTURE SS ITVSS (3) #3/0 CU. 2910 20TH STREET ALARMS. (1) #4 CU. GIRD. OUTPUT PORT TOWNSEND, WA 3/4"C. TO -- BREAKER 98368 TELCO ENCLOSURE 2"C. 3 30CU. 1 1 (1) #4 CU. GIRD 1"C. (5) #14 CU. FOR C n J START/STOP COORD. WITH 9615gW,u,, GENERATOR SUPPLIER -- - six107 s00%Wt .omwn 97005 TO (E) PSE TRANSFORMER GENERATOR BLOCK RAVPhom(W3)M-000 #641241/151723. GENERATOR CONTROLS HEATER AND ENGINEERING,INC. F= (M)M93349 19-gi hugar.d eouwr' Ei ok rm&V rwwq oon, 3OKW GENERATOR FURNISHED BATTERY CHARGER. A N0: 2n.024.001 ca,md GM ROBIU N BY VERIZON WIRELESS INSTALLED AND CONNECTED COMPLETE BY ELECTRICAL. STUB CONDUIT UP AT 1 1"C• �s e. M/rcy TELCO ENCLOSURE FOR W/NYLON � oFWASyiy ALARMS. PULL CORD. c (2) 20A, 120V PANEL 'A' 1"C. CIRCUITS l4� #12 CU. #25495 1 12 CU. GIRD. T ,Q p ass ANAL ��G\ VERIZON WIRELESS LOAD SUMMARY « DESCRIPTION: DRAWING FILE �11 wF.\zs9\9z4\aol\Dvrc\Eos EQUIPMENT 24.50 KW SHEET TfRE RECEPTACLES & MISC. 3.84 KW 1 ONE-LINE DIAGRAM SHEET NOTES TOTAL: 28.34 KW ® 240V, 10 = 118.08A �O5SCALE: NONE 200A, 120/240V 10, 3W CONTINUED * CONNECTED LOAD OF 19.60 KW x 1.25 FOR CONTINUOUS. SHEET NUMBER E05 CITY OF PORT TOWNSEO" PERMIT ACTIVITY LOG PERMIT# �—� — DATE RECEIVED SCOPE OF WORK: cv? c ll� nor n DATE ACTION INITIALS S d ENTERED INTO CHET SZJ CHECKED FOR COMPLETENESS u ► Q`(Zp l -- ,0 W17 6 Zoning: Setbacks OK? Lot Size: Building Size: Lot Coverage: FAR OK? Height OK? Parkin OK? Critical Area? Demo? Historic Rev? Notice to Title? Lots of Record? Verizon Wireless LUP09-064 for installation of new removable bollards, with a design approved by the City, to address this deficiency. Conclusions 1. The proposed wireless facility has been processed as a Type Il administrative permit and as conditioned below will comply with the criteria set forth in Chapter 17.78 PTMC. 2. The proposed wireless facility was subject to review pursuant to the State Environmental Policy Act(SEPA) and a final Determination of Non-Significance (DNS) is issued concurrent with this Type II decision. 3. The proposed wireless facility conforms to the design criteria of section 17.78.110 PTMC. Subject to conditions,the visual and aesthetic impacts of the proposal will be minimized consistent with the applicable approval criteria of 17.78.120 PTMC. 4. The applicant has submitted a written demonstration of compliance with FCC regulations related to radiofrequency (RF) emissions. 5. The applicant has demonstrated that the facility, once operational, would comply with applicable environmental noise standards of section 17.78.110.E PTMC and as set forth in Chapter 173-60, Washington Administrative Code, as it is now in effect or hereafter amended. 6. The proposed facility is consistent with the goals and policies of the Port Townsend Comprehensive Plan to improve telecommunications infrastructure and service within the City (Port Townsend Comprehensive Plan, Chapter VII—Capital Facilities& Utilities, - Goal 29 and Chapter Vlll—Economic Development—Goal 8). Decision Based on the foregoing Findings and Conclusions, application for a personal wireless communications facility as described in LUP09-064 is hereby APPROVED subject to compliance with the following CONDITIONS: General 1.-TThe_wireless=facilities-permit-approval shall not=become=effective until: a:wAdease.agreement for use of the site has been secured from the City of Port Townsend,- and, =b.�A final.building permit has been issued by the Development Services Department(DSD). The building permit for the wireless facility may not be issued until a lease agreement is in place and all applicable conditions of this land use approval have been met. All provisions and/or conditions contained in any lease approved by the City Council shall become conditions of the land use and building permit approvals. Verizon Wireless LUP09-064 2. The wireless facility shall be developed consistent with the site plan submitted with the application, except where modified by these conditions of approval or by provisions of any lease agreement approved by the City Council. 3. Prior to issuance of the building permit, a revised landscaping plan shall be prepared and submitted that accomplishes this screening need. The plan shall include details on the types of plantings (species, size, quantity). Furthermore, until the extent of disturbance and visual impacts are fully disclosed during construction of the facility, modifications to the approved landscaping plan may be necessary prior final sign off of the building permit. 4. Prior to issuance of a building permit for the project, colors of the antennas and equipment cabinets shall be presented to the DSD Director for review and approval. 5. Construction of the wireless facility may occur using the main gate at the water tank site by coordinating access needs with the City's Public Works Department. After facility completion, on-going maintenance and monitoring activities shall occur through use of the non-motorized pathway east of the water tank site. Prior to final building approval, new removable bollards (with locks approved by the City) shall be installed by the applicant as the trail entrance south of 20'' Street. The applicant shall submit a removable bollard detail for review and approval by the DSD Director prior to their installation. 6. To ensure that construction activities do not generate nuisance conditions such as noise, dust, glare, vibration, etc., the hours of construction shall be limited per the City's Engineering Design Standards (EDS) to between 7 a.m. and 6 p.m., Monday through Friday, and prohibited on Saturdays, Sundays and national holidays, unless approved in advance by the DSD Director for special circumstances. 7. Proposed signage to be placed on the monopole or within the equipment enclosure shall be submitted to the DSD Director for approval prior to installation. Signage, if any, shall conform to the requirements of Chapters 17.76 and 17.78 PTMC. Radio-Frequency (RF) and Noise Monitoring 8. Pursuant to Section 17.78.130, upon approval and construction of a personal wireless service facility, initial radio-frequency(RF) field measurements shall be performed prior to placing the facility into service and the initial compliance report shall be submitted to the DSD director within 45 days of the facility becoming fully operational. a. Compliance reports shall be required on an annual basis thereafter. Annual compliance reports shall be submitted to the DSD director by January 1 st of each calendar year; provided, however, that a facility installed and initially tested within nine months prior to January 1 st shall not be required to submit an annual compliance report until the following January 1 st. b. The city may retain a qualified technical expert in the field of radio-frequency engineering to verify the RFR?? measurements and certification. The cost of such a technical expert shall be borne by the licensed carrier or applicant. Verizon Wireless LUP09-064 c. If, at any time,the radio-frequency emission tests show that the facility exceeds any of the RF emission limits and/or exposure standards established by the FCC or triggers the FCC requirement for an EA, the licensed carrier shall immediately discontinue use of the facility and notify the DSD. Use of the facility may not resume until the licensed carrier demonstrates that corrections have been completed which reduce the radio-frequency emissions to levels permitted by the FCC. d. Upon giving the underlying property owner and the wireless provider prior written notice, or in an emergency without notice, the city or its authorized agent may enter the subject property to obtain RF-radiation measurements for as long as a permit remains in effect and/or the permittee continues operation. This authorization must be a condition of any permit issued under this chapter. e. If the FCC guidelines or federal law is changed to alter the RF-radiation standards or RF- testing or monitoring requirements, a permittee through written affirmation shall demonstrate compliance with the current requirements within 60 days of the date the permittee is notified of the revised standards/requirements. 9. A report demonstrating compliance with the noise criteria set forth in PTMC 17.78.040(13) shall be submitted by January 1 st of the calendar year after which the facility was installed, except that a facility installed and initially tested within nine months prior to January 1 st shall not be required to submit an annual compliance report until the following January 1 st. In addition, based on citizen complaints or its own field research the city may require additional compliance reports, except that it shall not do so any more frequently than once per year. The city may retain a technical expert in environmental noise measurement to verify the noise measurements and certification. The cost of such a technical expert shall be borne by the permittee. Ongoing Conditions 10. It is the provider's responsibility to maintain the facility in a good and safe condition and preserve its original appearance including, but not be limited to, painting, structural repair,. repair of equipment and maintenance of landscaping. 11. The provider shall cooperate with other personal wireless service providers in co-locating additional antennas on the monopole towers. Expiration of Wireless Permits 12. The personal wireless facility permit shall automatically expire and become void if the applicant(A) fails to begin and pursue construction diligently or(B) complete construction and commence operation, within one year of the effective date of the permit. The DSD director may extend the permit for a period of one year; provided, that the applicant files a written request for extension not less than 60 days prior to the expiration and sets forth good cause for the extension. Verizon Wireless LUP09-064 Modifications to Permit 13. Modification to the terms of the permit by changing the appearance, size or operation of the facility shall be processed pursuant to Section 17.78.140(C) PTMC. Transfer Discontinuance or Abandonment of Facility 14.No facility, site or permit may be transferred, assigned or subleased without notice to the city. In the event of a transfer, assignment, or sublease, a copy of the land use agreement and FCC license shall be submitted to the DSD, as well as the application information contained in PTMC 17.78.040(A)(1)through(3), and RF monitoring entry authorization as specified in PTMC 17.78.130(A)(5), and any other information deemed reasonably necessary by the DSD Director. chard Sepler, AICV Date Director, Development Services Department APPEALS Pursuant to Subsection 20.01.210 PTMC, an applicant or other party of record who may be aggrieved by the DSD Director's decision on a Type II application may appeal that decision to the Hearing Examiner; provided, that a written appeal in conformance with Chapter 1.14 PTMC is filed within 14 calendar days after the notice of the decision. The date on which is decision is deemed issued is three (3) days after a written decision is mailed by the City. The appeal period for this decision ends February 5, 2010. Exhibit A— Wireless Facility Application, Supporting Materials and Preliminary Site Plan Exhibit B —Notice of Application and Pending SEPA Threshold Determination Exhibit C—SEPA Checklist and the Responsible Official's Final Determination of Non- Significance (minus Exhibits) Verizon Wireless LUP09-064 shown as downward pointing and activated by a 1-hour timer switch. As such, the lighting proposed complies with the above approval criteria. H. Signs, Symbols, Etc. There shall be no signs, symbols,flags, banners or other devices or things attached to or painted or inscribed upon any monopole or other type of antenna support structure or building, except that the DSD director may require appropriate signage indicating a telephone number and person to call for information or in the event of an emergency, or for any other safety reason approved by the director. Analysis: The applicant indicates that signage will be proposed to indicate contact information and cautioning about radio-frequency (RF) emissions. Prior to their installation, all proposed signage shall be submitted to the DSD Director for review and approval. 7. Chapter 17.78 requires that applicants demonstrate that radio frequency (RF) and noise emissions from the completed facility meet applicable standards through the preparation and submittal of RF and noise monitoring reports (Section 17.78.130 PTMC). The applicant has included an RF emissions analysis and an acoustical report that demonstrate compliance with applicable regulations will be observed by the facility (Exhibit A). Per PTMC 17.78.130, initial RF and noise compliance reports will be prepared once the facilities are installed and additional RF testing will be conducted by the applicant on an annual basis. The DSD Director may require additional noise compliance reports based on citizen complaints or its own investigation but no more frequently than once per year. Copies of these reports will be available at the DSD office in downtown Port Townsend at 250 Madison Street, Suite 3. 8. In general, the site is accessed via a gravel section of 20`h Street lying west of Howard Street. Once constructed, the completed wireless facility will generate approximately 1 vehicle trip per month for maintenance purposes. As this will create almost no additional traffic on neighboring streets, no transportation improvements are warranted to the City street system. 9. Chapter 17.72 PTMC provides off-street parking requirements by use classification. The proposed use (personal wireless service facility) is a utility and does not have a listed requirement for off-street parking. However,the water tank property contains ample room for the access,turning movements and parking associated with construction of the Verizon facility. After construction, on-going maintenance and monitoring of the Verizon wireless facility will be addressed as outlined in Finding No. 10, below. 10. For security purposes the Public Works Department desires to isolate both the existing and proposed wireless facilities from the remainder of the water tank site. To address this, Verizon proposes to fence the existing and proposed wireless facilities separately from the remainder of the site with a 6 foot high chain link fence (matching what is already in place). A new vehicle gate would be installed to allow monthly maintenance access from an existing non-motorized pathway running along the east side of the water tank site. Existing bollards to prevent unauthorized vehicular access to the non-motorized path currently exist at the trail head south of 20`h Street but they are in poor condition. The applicant shall be responsible Verizon Wireless LUP09-064 support structures, and equipment enclosures) shall be preserved to the greatest extent feasible. The DSD director may require additional vegetation to be planted through landscaping plan review to mitigate aesthetic impacts of the proposed facility. For all screening, the use of trees with significant height and fullness upon maturity is required. The DSD director may also require the wireless facility provider to lease or secure an easement for additional land to preserve existing significant vegetation or to allow the planting of additional landscaping. 3. Ground-Mounted Equipment Enclosures. In all zones, equipment enclosures shall be screened when viewed from adjacent rights-of-way,properties, and waterways. Existing vegetation which helps conceal the equipment enclosure shall be preserved, whenever possible. When additional screening is required, vegetation of similar species (or as otherwise required by the decisionmaker) shall be re planted immediately following the construction of the facilities. In order to provide visual relieffrom the equipment enclosure, the DSD director, in his or her discretion, may also require landscaping in a band of up to 20 feet in depth around the enclosure as part of the landscaping plan. Analysis: Views of the site from the north, south and west will continue to be well screened by existing vegetation. However, existing vegetation(both within the water tank site and outside of it) will be removed as part of the monopole construction. The Verizon submittal includes plans for a five (5) foot wide "landscaping border" immediately surrounding their project site (i.e. within their proposed 50' x 50' lease area). However, the landscaping and screening needs of this proposal will chiefly involve new plantings and/or other measures east of the site (both inside the fenced area and immediately outside of it)to help screen views from that direction. Prior to issuance of the building permit, a revised landscaping plan shall be prepared and submitted that accomplishes this screening need. The plan shall include details on the types of plantings (species, size, quantity)proposed, which should include native evergreens. Furthermore, as the full extent of disturbance and visual impacts are disclosed during facility construction, modifications to the approved landscaping plan may be necessary prior final sign off of the building permit. Screening measures may also be required within exposed portions of the chain link fencing (i.e. use of plastic slats), especially at the proposed new gate where re-planting vegetation is not practical. G. Lighting. In all zones, security lighting is permitted for equipment enclosures, but shall be oriented downward and shielded so that the light falls only within the boundaries of the property, and shall by triggered only by a motion sensor. No monopoles or other antenna support structures shall be artificially lighted, except as required by the Federal Aviation Administration (FAA) or other governmental agency. Analysis: No security or maintenance lighting is shown in the land use application submitted for this project and no tower lighting requirement of the FAA is anticipated; however, the building permit submitted for this wireless facility does reference installation of two (2)task lights within their equipment enclosure. These lights are Verizon Wireless LUP09-064 at the base of the monopole. However, the proposed"outdoor radio equipment" does meet the definition for"equipment enclosure" found in PTMC 17.08 which includes: "a structure, shelter, cabinet, box or vault designed for and used to house and protect the electronic equipment necessary and/or desirable for processing wireless communication signals and data, including any provisions for mechanical cooling equipment, air conditioning, ventilation, or back-up power supplies or emergency generators." The equipment enclosures proposed include several cabinets housing communications equipment and a diesel generator for backup (emergency)power. All of these enclosures will be located near the base of the monopole atop a 10' x 27' concrete slab. The enclosures vary in size with the largest being the diesel generator at 40" wide by 110" deep by 80" in height. As all of the other enclosures are smaller in size, each of them complies with the size limitations established by the approval criteria. However, colors for the equipment enclosures were not provided with the applicant's submittal. Measures to ensure each enclosure is painted a"nonreflective color"will be made a condition of wireless facility approval. D. Color and Texture. The facility (including all visible antennas, support structures, and equipment enclosures) shall be in colors and textures that minimize visibility, including against trees and sky. Analysis: The proposed monopole will be a non-reflective galvanized steel color but no colors for the proposed ground mounted equipment enclosures or antennas has been proposed. Prior to issuance of a building permit for the project, colors of the antennas and equipment enclosures shall be presented to the DSD Director for review and approval. E. Noise. Noise shall not exceed the maximum environmental noise levels set forth in Chapter 173-60 WAC, as it is now in effect or hereafter amended. In addition, if a noise ordinance is adopted by the city in the future, to the greatest extent feasible the facilities shall comply with the standards and criteria of such an ordinance. Analysis: The applicant has submitted an acoustical report demonstrating that the proposed facility, when operational, will comply with the adopted noise standard. To ensure construction activities do not generate nuisance noise conditions,the hours of construction shall be limited to between 7 a.m. and 6 p.m., Monday through Friday, and prohibited on Saturdays, Sundays and national holidays,unless approved in advance and in writing by the DSD Director for special circumstances. F. Screening and Vegetation. 1. Landscaping Plan. The DSD director shall have the authority to require a landscaping plan when deemed necessary to mitigate the aesthetic impacts of a personal wireless service facility. 2. Screening of Facilities. Existing vegetation which helps conceal or screen proposed facilities from view (including all visible antennas, monopoles, alternative 1 Verizon Wireless LUP09-064 various antennas and ground based radio equipment supporting 3 existing wireless carriers. The City's water tank site was identified as a preferred location for wireless facilities because the site is well screened from most of the city by mature evergreen vegetation. Similar to the existing monopole, the upper 40-60 feet of the Verizon facility will be visible from distant views. Where the proposed monopole is visible, it will appear as a simple, utilitarian structure that is in keeping with the other facilities on the site. The proposed monopole will be a built of non-reflective galvanized steel which the applicant proposes to paint gray in color to provide additional camouflage. The Director finds that painting of the monopole is not necessary so long as it is constructed of non-reflective galvanized steel. B. Antennas and Support Structures—Specific Height, Bulk and Dimensional Requirements. 1. Personal wireless service facilities, when considered in aggregate with all other construction on a site, must conform to height (unless otherwise specified in this chapter), bulk, dimension,footprint and setback requirements for buildings in the zone in which they are located. 2. Macro-Facilities. Macro facilities may be of any physical size permitted by this chapter and other provisions of the Port Townsend Municipal Code but shall in no case extend above 75 feet in height above grade with the exception of the water tower property. The extension of antennas in a horizontal direction from a monopole or alternative support structure shall be minimized. a. Monopoles. Monopoles shall not exceed 160 feet in height at the water tower site, or 75 feet in height at any other location where macro facilities are permitted. Unless it is demonstrated to the satisfaction of the decisionmaker that it is technically infeasible, monopoles shall be designed so as to allow at least two additional carriers to co-locate at the facility. Analysis: The proposed facility would comply with the bulk, dimensional footprint and setback requirements of the underlying P/OS(B) zone. While the P/OS(B) normally has a height limit of 35 feet, this limitation is superseded for wireless facilities at this location to allow monopoles up to 160 feet in height. Antennas proposed for the facility will extend horizontally from the monopole an industry standard distance to accomplish their purpose. Lastly,the pole has been designed to accommodate at least two additional co-locators. C. Equipment Enclosures. 1. Macro-Facilities. a. Ground-Mounted Equipment Enclosures. Ground-mounted equipment enclosures shall be painted a nonreflective color so as to blend in with the surroundings. Ground-mounted equipment enclosures shall be of the smallest size possible, but in no event shall be greater than 12 by 12 feet in length and width. Analysis: The applicant maintains in their application that they are not proposing any "equipment enclosures"but rather would be installing "outdoor radio equipment" Verizon Wireless LUP09-064 4. Construction of a new monopole at the City's water tank site is subject to a Type II administrative permit pursuant to PTMC Chapters 17.78 and 20.01 (Land Use Development Application Procedures) . The final decision on all Type II requests is issued by the Development Services Director following'a 20 day Notice of Application comment period. The Notice of Application was published in the local paper, mailed to neighbors within 1,000 feet of the site and posted at or near the proposed monopole location on October 14, 2009 (Exhibit B —Notice of Application and Pending SEPA Threshold Determination). No written comments were received during the comment period. 5. Construction of the proposed monopole is subject to review under the State Environmental Policy Act(SEPA). With the Notice of Application, the City's SEPA Responsible Official indicated his intent to utilize the Optional Determination of Non-Significance (DNS)process provided for by WAC 197-11-355. Use of the Optional DNS process is appropriate when the Responsible Official has enough information at the time the Notice of Application is issued to be reasonably certain a project has no significant environmental impacts. A previous DNS was issued in 1998 for adoption of the City's wireless regulations which analyzed and approved this site for construction of up to 3 monopoles. A DNS was also issued for construction of the existing T-Mobile monopole in 1999. No comments were received regarding environmental issues by the conclusion of the Notice of Application comment period. A formal DNS is being issued concurrently with the decision on the wireless facilities permit (Exhibit C—SEPA Checklist and the Responsible Official's Final Determination of Non-Significance). 6. Section 17.78.110 PTMC contains design criteria and standards for personal wireless service facilities. Review of the subject wireless facility is guided by the following applicable standards of 17.78.110 that are listed below in italics. Following each of the applicable standards is an analysis of project compliance in regular text. A. Location, Camouflage, and Concealment. The entire facility should blend with and not disturb the visual character of its setting, and camouflaging, concealment andlor disguising the facilities may be required depending on the circumstances. To the greatest extent possible, the shape of the facility shall be unobtrusive in relation to its surroundings, and the silhouette of the facility shall be reduced to the minimum visual impact. 3. Monopoles. Each monopole shall be painted in a nonreflective earth tone that best allows it to blend into the surroundings, or, if disguised or camouflaged,painted in such as way as to effectuate the disguise. The use of grays, blues and greens might be appropriate;provided, however, each case should be evaluated individually. At the discretion of the decisionmaker, monopoles shall be disguised or camouflaged(such as being made to appear as a flagpole, sailboat mast, or evergreen or other tree, depending on the features of the surrounding property) so as to blend in with the surrounding area and to minimize any adverse visual or aesthetic impacts. Analysis: The proposed monopole will be compatible with existing structures on the property which includes a 5 million gallon concrete water tank, a 97 foot tall steel water stand pipe, a city operated pump station, an existing 160 foot monopole with ,PORT TOIL City of Port Townsend 250 Madison Street, Suite 3,Port Townsend, WA 98368 o (360)379-5095 FAX(360)344-4619 Findings, Conclusions and Decision of the Director DATE: January 19, 2010 SUBJECT: LUP09-064, Personal Wireless Service Facility Application Verizon Wireless After respectful consideration of the above referenced application, the Port Townsend Director of Development Services hereby adopts the following Findings, Conclusions and Decision. Findings of Fact 1. Application has been made by Ridge Communications, Inc., on behalf of Verizon Wireless, LLC, to construct a new personal wireless communications facility on the City of Port Townsend's water tank property located at 2911 20'' Street. The City gave approval for the application with the condition that any permit approval was subject to the applicant obtaining a final lease agreement from the City Council. The completed facility would consist of a 160 foot monopole supporting a 3-sector panel antenna array (4 antennas each sector), one or more microwave dish antenna(s) and associated ground support equipment. The monopole would be designed to allow for collocation by additional users. The Verizon site improvements would be located within a 50' x 50' leased area within the City's 5 acre water tank property(Exhibit.A— Wireless Facility Application, Supporting Materials and Preliminary Site Plan). The subject property is located approximately 2,000 feet south of Hastings Avenue and 1,300 feet west of Howard Street along a gravel section of 20t' Street. 2. The property is located within the P/OS(B) (Public/Mixed Use) zoning district. It is bordered by R-II single family residential zoning to the north, west and south, and more City owned P/OS(B) zoned land to the east. Surrounding properties are predominantly well vegetated and undeveloped with a few scattered homes in the area. The Hamilton Heights subdivision lies approximately 1,200 feet to the northeast. The project meets the applicable bulk, height, and setback standards for wireless facilities established in the P/OS(B) zoning district. 3. Chapter 17.78 of the Port Townsend Municipal Code (PTMC) requires that all proposed wireless facilities obtain a wireless permit and meet applicable sitting and design standards. The city water tank site is identified as a preferred location for the siting of wireless facilities by section 17.78.080 PTMC. Up to three (3)monopoles, each with a maximum height of 160 feet, are permitted on the water tank property. One existing monopole was previously constructed by Voice Stream Wireless (now known as T-Mobile) in 2000 (LUP99-100). Since that time, Cingular Wireless and Nextel Wireless have both been permitted to co-locate onto the existing tower. CITY OF PORT TOWNSEND NOTICE OF APPLICATION AND PENDING SEPA THRESHOLD DETERMINATON (Using the Optional DNS Process) APPLICATION LUP09-064 Proposal: Verizon Wireless Communications Facility Applicant: Verizon Wireless Agent: Laura Hopfer, Ridge Communications, Inc. Dates: Application: August 24,2009 Determined Complete: October 8, 2009 Notice of Application: October 14, 2009 Location: City of Port Townsend water tank facility located off of Hastings Avenue at 2911 201h Street, more specifically found in the NW '/of Section 9,Township 30 North,Range 1 West,WM. The Jefferson County tax parcel number for the site is 001-092-004. Description: Development of a wireless communications facility consisting of a 160-foot monopole supporting a 3- sector panel antenna array(4 panels in each sector),microwave dish antenna(s)and associated ground support equipment. The monopole would be designed to allow for co-location by additional users. Special studies or plans supplied with the application include: a site plan including a preliminary landscaping proposal,a map of expected communications coverage,noise and RF emission reports,and a geo-technical evaluation of the site. The City of Port Townsend has reviewed the proposed project for probable adverse environmental impacts and expects to issue a Determination of Non-Significance(DNS). The Optional DNS process in WAC 197-1 1-355 is being used. This may be the only opportunity to comment on the environmental impacts of the proposed project. In addition, a previous SEPA review was conducted prior to construction of an adjacent wireless facility (File No. LUP99-086)and resulted in issuance of a Determination of Non-Significance(DNS) on November 3, 1999. The previous DNS, which is hereby incorporated by reference, examined construction of the existing monopole as well as the future co-location of additional wireless antennas and their associated ground equipment. Other permits(including other agencies)required but not included in the application, to the extent known by the City may include: Building, Clearing and Grading, Street and Utility Development. Location of Documents Available for Review: City of Port Townsend Development Services Department 250 Madison Street, Suite 3 Port Townsend, WA 98368 Contact: John McDonagh, Planner (360) 344-3070 Agencies, tribes, and the public are encouraged to review and comment on the proposed project and its probable environmental impacts. Comments must be submitted by the date noted below to the agency and contact noted above. Any person has the right to submit comments, receive notice of and participate i any hearings, request a copy of the application, and appeal the decision. The 20-day comment period exp�thn-4-.00-p7rn., s November 3, 2009. Written comments must be received by the Development Services Department no later same date. A statement of consistency the Port Townsend Comprehensive Plan and the Port Townsend Municipal Code Title 17 will be made following review of the application with. Review and processing of the proposed development will occur as a Type II permit review pursuant to Chapters 17.78 and 20.01 of the Port Townsend Municipal Code. A final decision on the application will be made within 120 days of the date of the Determination of Completeness. I� STATB pp o b 7 6—• d1P Z Q STATE OF WASHINGTON BOARD OF REGISTRATION FOR PROFESSMAL ENGINEERS AND LAND SURVEYORS P.O. BOX 9025 (Correspondence) a P.O. BOX 9048 (Remittance) Board Staff (360)664-1575 OLYMPIA, WASHINGTON 98507 Fax (360)664-2551 Web Site dol.wa.gov September 19, 2008 Joseph P Jacobs 250 E Broad St Ste 1500 Columbus OH 43215 RE: Structural Waiver Dear Mr. Jacobs, Your application for a waiver of the structural engineering licensure requirements has been approved. The approval of the Board is limited to: Tower structures of the type represented in your experience. No other structural engineering of"Significant Structures"as defined in RCW 18.43.020(11) is permitted under this waiver. This waiver is issued effective September 18, 2008 and will remain in effect until December 31, 2010. This waiver is subject to the conditions under which it is issued and the authority of the Board in chapter 18.43 RCW. Any practice that is inconsistent with the terms explained above can result in termination of this waiver and other actions by the Board. Please use this letter as evidence of the waiver granted. No other certificate or license will be issued. I ' L� , rL II Sin erely, U (,'-� i� I A 0CT 1 3 �G ge A. wiss, PLS Executive Director CIT'i OF PORT TOVJNSEND DSD cc: Board Structural Committee HLE COPY Administrative services provided by the Department of Licensing which has a policy of providing equal access to its services. If you need special accommodation,please call(360)664-1575 or TTY(360)664-8885. Development Services °Fe°RT TO�y 250;Madison Street,Su.ite,.3 Port T`w nd WA 98368 Phone: 360-3i9'_-56 95. Fax: ;360=344-4619 ¢WAS www cityofpt:us Commercial Building Permit Application Project Address &Zoning District: Legal Description (or Tax#): Office Use Only 2911 20'h Street, P/OSB (open space) P it Tax Lot#001-092-004 # — Parcel: #001-092-004 Tax# 30 Sec.9, Twnshp 30 N1W ss ci ed Permit 0 Project Description: Install new 160' monopole w/antennas and associated ground equipment enclosed by a 12x26 fence. ➢ Applications accepted by mail must include a check for initial plan review fee of$150 ➢ See the"Commercial Building Permit Application Checklist" for details on plan submittal requirements. Property Owner: Lender Information: Name: City of Port Townsend c/o Bob LaCroix Lender information must be provided for projects Address: 250 Madison Street, Ste 3 over$5,000 in valuation per RCW 19.27.095. City/St/Zip: Port Townsend, WA 98383 Name: N/A Phone: 360-379-5001 Project Valuation: $225,000 Email: blacroix(d)citvofpt.us Construction Type: II-B Contact/Representative: Name: Ridge Communication, Inc c/o Laura Hopfer Occupancy Rating: U (tower) Address:4707 Kelly Ave, #207 Building Information (square feet): City/St/Zip: Portland, OR 97239 15'floor Restrooms: Phone: 503-206-8586 2"d floor Deck(s): Email: Laura.hopfera-ridgecommunicate.com 3rd floor Storage: Basement: Is it finished? Yes No Contractor: Other: Personal Wireless Service Facility Name: TO BE BID AT A LAT- ER DATE New Addition ❑ Remodel/Repair ❑ Address: Change of Use 0 D f E City/St/Zip: I I� nn Phone: 1111� III I I I Total Lot Coverage(Building Footp^r�int): Email: I Square feet: % State License#: Exp: Impervious Sui face: CITY OF PORT TOWNSEND City Business License#: DSD Square feet: I hereby certify that the information provided is correct,that I am either the owner or authorized to act on behalf of the owner and that all activities associated with this permit will be in accordance with State Laws and the Port Townsend Municipal Code. Print Name: Lug- kG� Signature: Date: Request for a Building Permit Approval for a Personal Wireless Service Facility located at 2911 20t" Street, Port Townsend, WA. 98368 A Proposal Submitted to City of Port Townsend Prepared for: Verizon Wireless 15900 SE Eastgate Way Bellevue, WA 98008 Prepared by: Ridge Communications, Inc. 4707 SW Kelly Ave., Suite 207 Portland, OR 97239 September 15, 2009 OCT 1 3 CITY OF PORT TOWNSEND DSO Page 1 of 3 TABLE OF CONTENTS I. PROPOSAL SUMMARY INFORMATION 3 II. PROPOSAL DESCRIPTION 3 EXHIBITS I. BUILDING PERMIT/ PERSONAL WIRELESS SERVICE FACILITY APPLICATION II. SITE PLANS III. STRUCTURAL ENGINEERING Page 2 of 3 I. PROPOSAL SUMMARY INFORMATION Applicant: Verizon Wireless, LLC c/o Tina Lewis 15900 SE Eastgate Way Bellevue, WA 98008 Phone: (425) 603-2813 Applicant's Agent: Ridge Communications, Inc. c/o Laura Hopfer 4707 SW Kelly Ave, Suite 207 Portland, OR 97239 Phone: (503) 206-8586 FAX: (503) 206-8845 Property Owner: City of Port Townsend, Washington Request: Building Permit Approval for the installation of a Personal Wireless Service Facility Location: 2911 20th Street Port Townsend, WA 98368 Assessor's Parcel # 001092004 Zoning: P/OS Open Space II. PROPOSAL DESCRIPTION Verizon Wireless (Verizon) is requesting a Personal Wireless Service Facility Application approval for the installation of a wireless communication facility located at 2911 20th Street, Port Townsend, Washington. The minor communication facility will include a 160' tall monopole with antennas and associated ground equipment. The wireless communication facility will accommodate two future collocations with other service providers. The site is located in the P/OS Open Space zone. Page 3 of 3 OF QORT TOE � y u �o Receipt Number: 09 0847 " LZZ N,: ��waste' 'yv -gym- a ;» xA �+ ;, r ` a ire- '� tea. `a`�3 ` `� Receipt Date 10115/2009 z Cashier SVUASSMER Payer/Payee Name �Rtdge Gommun�cattons xt a�» a s "x "no-, P ; IY17, Ongmal fee Amount Fee Permit# Parcel Fee Descr�ptEon Amount Paid Balance ,_ ,,;..a.. „ •�• rr.. a�,•,a.° .r„I.,. �,a�"&.:, .,�;.v.,., ,,:,x,,,u�:.. !.' e BLD09-211 001092004 PLAN REVIEW DEPOSIT 150 $150.00 $150.00 $0.00 Total: $150.00 sA� 1 gPrevlous PaymentH�story � 3 � dj �A IMP { Receipt# ReceiptDate, - FeeDescrtpbon " Amount PatdPermtt# ;Pa°ymnt Checks. Payment :Method � � :Number� Amourif tea. Y .. �. r CHECK 024535 $ 150.00 Total: $150.00 genpmtrreceipts Page 1 of 1 Appl#IBLD09-211 Date Issued Applicant[VERiZON W=LESS Parent#jLUP09-06 _ r. w _. - Type lBLD COM MISC Expiration Date F11312010 Parcel#;0010 29 004 4 Re-issue Date Site Address E2911 20TH STREET Date Submitted 5l2009 Date Closed _ Project Name fNew 160'monopole wlantennas &a Teclu€ically Complete 1 Last Action 10l20l2009 Zoning FP%OS(B) Date Approved( ' -- Ovenride Expire?�..... r- ?r Status Date Status,PENDING Government.? Notes. In Process-6 day(s) Nevi Application query Fru€t � Fo€mLette€5'� Copy €te AddieSs' 4)ueryApp# F M .r ..RIE r .. ... ey ""sr'� r- + R^, "' r.bar , Defiails' Parcels ?Structures :Coontaets"'ConiY-ictors Yaluahon Feesq Submit App%val Conditions Lspechons Boat sy y b; rIq vYkg 3�� °' .,' 'fr�a� i c 3 F 6 § E - , � r Currenth Calculated H Amount . , Fee N QWin e, a n F'a S, FeeCode A' E D BasedO Paid",m ;< 3 3 Amount C€alc�No°tes? Valuation 225000 225000 $0 00 $1,693.75 kF."0 BPF-RR r 'Valuation 225000` 225000 $0.00 $10.00 �� N I BPF-TECHr ;Valuation 225000 225000' $0.00 $33.88�r� r'MM IPR-DEPOSIT 150 1— F Static $150 00� $150.00 $150.00 r ads R DEPOSITREFiTrlr r Stat<c� $150 00 __ $0.00 _$150.00rr s .ST _.. . _ �_..- w. .. _ ..._ -___ PRF ,lValuation _ 2250001 225000' $0.001 $1,100.94 'bfl STATE CODE No. of Units $0.00 $4.50 3 �w �z Fee"DescnptionlBuilduig Permit FeeTotal $150 OO j $2 843 07 , 3 CalClllate—� .�. Cun ent All t�cllus€ Kash Receipts historyf Atno Due $2 9 7 s ;p ...� . ,I� ...., ...� ..;?.. �, a..; ;„�. .:..:+¢., .�.:. §.:;, x,. , r x.,f ...t'„ fi.;