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HomeMy WebLinkAboutPermit Building 2017-05-10364' 13116" o THROUGH g 52' —— 52' --j— 52' �� 52'— 52' —— — HOLE 25 52' 52' 25, — ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility NOTE: Notification Center. Those rules are set forth DOUBLE •� BASEBALL NETTING B% �� DOUBLE STEEL POLES 18' In OAR 952-001-0010 through OAR 952-001- HELIX STEEL POLES - 12" DIAMETER x.375" WALL (TYP) SOLID #36 1-3/4" MESH HELIX PER ANSI /ASTM 0090You may obtain copies of the rules b . Y P y 10' BURIAL DEPTH - BACKFILLED WITH 3,000 PSI 3/8" ROPE BORDER STANDARDS calling the center. (Note: the telephone CONCRETE - 24" DIAMETER HOLE -OVERALL HEIGHT 40'ABOVE GRADE PLAN VIEW number for the Oregon Utility Notification Center is 1-800-332-2344). 13/16" THROUGH HOLE c �I7 — /O,F? 364' 40' Br� C—/ZO��'7 `" 25'--52' �— 52' —� 52' --•� 52 �' 52 —� 52 �— 52 25'1 50' —3/8" CABLE— POLE n' NOTICE: 18 BASEBALL NETTING B% 3 BLT SUSPENSION THIMBLE DIAMETER THIS PERMIT SHALL EXPIRE IF THE WOR m� SOLID #36 1-3/4" MESH CLAMP (TYP.) S 3/8" ROPE BORDER 5/16" CABLE END POLEn AUTHORIZED UNDER THIS PERMIT 40' Ue 17' 5' `� 50' IS NO COMMENCED OR IS ABANDONED FOR 1316 ANY 180 DAY PERIOD. NO NET )NET NO NET NO NET NO NT 5/16" CABLE NO NET THRouGH HOLE EXISTING GRA-- 51 / EXISTING �I L— 24" DIAMETER GRADE DOUBLE HELIX HOLE NOTE: STEEL POLES PER ANSI I ASTM STEELPOLESLES-12" IAMETER x.375" WALL DOUBLE HELIX 12"DIAMETER ,rpuurr BACKFILLED WITH PSI STANDARDS LSI ALL (TYP) 10 R• sP,4 ,'�"I CONCRETE 24TDIAMTER HOLE- OVERAL BACKFILLED WITH ��QN HEIGHT 40'ABOVE GRADE ELEVATION VEIW 3,000 PSICONCRETE24" •• Gl " DIAMETER HOLE :' ••.A STEEL POLE DETAIL % OF SNAPS EVERY 2-1/2'FOOT �= ' Al.F40R`�p:'; _� HORIZONTAL ON CENTER It-2-1/2'H2-1/2'-►r-2-1 /2'-►I NOTE: ALL HARDWARE TO BE NEW . ss !G� %% oocusier,Ri�ONAL " .��,, GALVANIZED MATERIALS: HES GH61LS GUY HOOK ��n.nrn1µ. 4L'TP5/5/2017 1 SNAPS EVERY JOSLYN J1019 GUY HOOK PREF PG-55188'PVC GUY GUARD OCaoaooss56GC7... 1' FOOT I poll$ LIPS 65203/4"THIMBLE EYE EYE NUT JOSEPH R. SPRINGER P.E. 1' ' PREF GDE-1107 3/B" GUY GRIP DE FL. REG. 49806 VERTICAL * PREF GDE-1104 1/4" GUY GRIP DE 3/8" SOLID ROPE ON HPS C 1D20025 TRIPLE EYE GUYADPTR BORDER CENTER JOYSLYN P1096 3 BOLT CABLE 6000 Ib BREAKING SUSPENSION CLAMP EXPRESS ENGINEERING LLC. STRENGTH CURVED WILLIAMS FITTINGS 155 CRANES ROOST BLVD. SUITE 2050 FLAT GUY HOOKS ALTAMONTE SPRINGS, FL, 32701 3/4" GALVANIZED GUY STEEL 321.252.6305 fax 321.214.4128 BOTTOM NET WILL HUBBARDS SUSPENSION CLAMPS FL. CA. #26911 EXTEND 1' OVERLAPPING GALVAN17EDEADED SNAPS YES EXISTING CHAINLINK FENCE SNAP PLACEMENT DETAIL NOTE: STEEL POLES PER ANSI ASTM w ` r $ w STANDARDS 0LF, ' FINAL I % F PROJECT NAME: HAMLIN MIDDLE SCHOOL DATE: 5NCEP 7 REVISIONS: NONE CONCEPT DESIGN: MARK RAMSAY /GOLF RANGE NETTING 40351 U.S.Hlghway19 North Suite 303 326 CENTENNIAL BOULEVARD- SPRINGFIELD, OR 97477 NO PART OF THIS DRAWING MAY BE REPRODUCED IN ANY Tarpon Springs, Florida 34689 FORM WITHOUT WRITTEN PERMISSION FROM GOLF RANGE NETTING 727.938.4448 fax 727.938.4135 U PI®NE�g P EASE '(TVP) 6,.w .- CK 52 ��®� RUNNING STRUCTION) 16'y UNDER CON LEGEND a —ATHLETIC FIELD — (UNDER CONSTRUCTION) PROPERTY LINE CURB 6' CHAIN LINK FENCE WATER LINE PROPOSED NET POLE AREA DRAIN EAST CURB LINE I anch 'GINEERING. viln.......... ztrucm raI<a ge.teCh nlcal S U R V ET I NL 310 SIM1 Sueea 1¢ MId O p Ia6063] n<M1En9lneeiln9.<am W Spnngfkltl OP 13Lem OR u V) J O °C cn o O ®o J u Z LUW0 Q Lt_o Q Vr) LLJ ZZ� J CJ ft 2 Z Vi Ln 2 TeVisions REGISTERED PROFESSIONAL LAND SURVEYOR eal.: 5-10 47 d ­n by: NDT d-,., DAN ally signed by Daniel A. Nelso 15-111 NET POLE OREGON SITE PLAN MAY 12. 2011 DANIEL ADAM NELSON 84832PLS :n.e. 1 OF 1 EXPIRES December 31, 2018 _ ,_ 4:{y.\�— � 168TREEi 6ETBPGK / 11 \\ 1. lr�r� \\ 4g0m 41 t`}\ 11 ILEITER EPORNI f \ � 1�1 1 41� \ MATCHLINE \ 1 1 \\ w ,. \ D1\I\ \ 7s NATURAL TURF , ♦♦ SOCCER FIELD Al L ♦ 2 I i FAISTING NATURALTURF 4 BASEBALL FIELD TcRemmr i5 STREET SETBACHJ BUR PROF OFF CD '-// 0 Ott• R 0:�•�a� 0 MOFFITT LANE L MATCHLINE 0TY OF So RINGFIEm 6TORMWATER LRANNEL I it \ I I odyssey pareaddis MATCHLINE L STREET re _ _ Base Did Improvements mindude reefing lawn area, 1. All sorvey'nbrmauen prcmaad be Bmncn Ecaheerine. Inc. 1105M Ohee1 SpMgfiald, OR 97677 P: 541]46.063] F 541.7"Ody Dated 07.22.2015 2 Verify mecl locations and loin d ereareq underground Ubtlids prier loeleMng wvided. Repair any damage k Ws@fig pipes, utlll5es or aleeed hdltee of Con4ecier's -pen— a manner approved by G—p Represempave. 3, earncaae and prompt error limb, may and root mane¢ bevena dhpllne of erlaeing Uses end plant mamdala 10 remain as Gmdea by Pinnere b4frowmaGve, C no limbs or rso6larger Nan 1.a^'1n Greeter without approval of Owneneuepossentirse, Notify Orvner's Rapreser:Nfirepdcrto pe Torrence any eecavaden wine protection areas. 4. Install new c�ita s0 that rim elevaticne am flush with finish grades et povamentleveared-tbeas. Aalnrimnelevartonsaie+kiln, Wtllees aaearmngty. 5 All arr—able—parearmaincluders,bL h t -g ps, teMe ,draing markings at M1 II b 110 g Sbt B a rdafcrpe:Mrg a t th a bla, Obtain Landscape Anchrom, pp vat prior is worling no nul k 6 Verb Anarne clevagens whas hurt, vark druce exelong To Notify Owner a R enmb of Anyd p 7 haders, ak, Irwin ab Ws pending, provlaea.month transfion and make [stale of r—c—sey ta rapid, In- se e maddroototmproventent—h-wn, reprrranareaa dsW:bea esaam-relay construnber,ads 0 thecondition that reh ed peares wnarualon. 9_ Align micate wore joined th Onee pees where shown cn plena 10 BINALTERNATE97 P'llpliaMusc Ughtsynem atfo allffetd. 11. Inatalltrack football aocm...of.aepar field, to Adeform N -rent Naaenal Facreatlon of BYeee wan School Assignation Court and Field Oiaaram Guide. © 12 6ee6neet L0.02 Conslruehee 6equendng Plan, l0r 0onshuefionsequeecin g, 13. plead, f ' padding war t e wharchment et v SH -1 and he normal Ross d g © OGNBERIECUl 8 INTEGRAL CONCRETE CURB AND SIOEWnt Q3 CONCRETE CURB AND GUTTER s O MOUNTABLECURB STOP Sm FIREW E yin AOAAUCERIBLE AOAACCE661BLE WITH VAN ACCESS u SHORT TERM RTAFEP`dRKINO 0 05' off 100' SCALE', V-50' P:alacl NUmbei 15-16/19 Pala m2a,x16 Pmwn By NLL Checked By LKG U SHEEPTrtLE m f H OVERALL U SITE PLAN sHE_�r NOMBEw e z L1.00 O U