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HomeMy WebLinkAbout3958-25®R M b r �o A 0 PACIFIC ELECTRIC sY R/W MA IL, D IGEN-O© AY 25 27A PACIFIC ELECTRIC LO 45° DESERVED + RAILWAY R/W �. LIMA LINE r .,,,,_:� , �: .� 0 22 r s .-..,A.�,..�k-a•"., +."�.� .s. f.. ' - tee..;•...^... �pp .,.. .»�.,+`•• .3 .d.,.h�-...x...�_ .. ... �...' .>�.� .. .+..F :.:.r..�F.�i.S, .. _ "+=a_T .>}.....` - .p ,., s .� r , s. ., < =.. ^. : � :. � . � •. �.,.i•.4...F.,..y.;..o4 a y „e f .•,�..•},m.,k,?�,.ti t >,,:,� sa,_np3sa�..�.�+,.11.l.✓L,a,_r„:4«s � R.:i4,,a„ �^"�'�,” „�•�.1�4„4,.,�.,�#wA �g rn G� Q ........ .. _ _ C , G. LU 5-48 3�� 4 , , , ppppb� ... -. ... ..... .: :. ... ...�,, ...,, .. .�.�. .-.. .. c c-r•e•-• z rets ye; , <� s ,,M a; . , , _.. _ M ® s 25 . . 6 >, . .,a p pp � p � $ 3 0 J t� 3"��ky '`�•.k.. :. :�P 246-08 r,. 8 a_i - sr T4s 1 �Zy � n:. ,.: ...� : _: n x� ,.� s'�I � y � Oktf�l.�$�/0 r, �� s `� 2� � {._ 2124 Imo,. 11 24 T FSI I's. U "+ e� '" , , % , a AZ R Yi► DENSE r- g^s, �^ 4 t } � A� (344,0U t [ � i r t e -)r J � 1 g .:. ;._ �.a:«........, ..:a�rau;a•'•raw. <.o.,._.,..a.�y+, .{{i ..... ,..,! .�,.. ..... � ., :<, . _.. i- ,,...,.�., .. M$, r _ . ,�.._ - E3 Ca �, ,..�,,..,.......>. A L � 4 i _ 45 k t , EXIST° PPS s •; 3® t 5 PB (T) I 46 t BE17 FIXTURE :FIS �C / 1 H2 DISTRIBUTION PACIFIC ELECTRIC"-,,, y i F •• FLAT LENS WITH RAMAY R/Wt HOUSE—SIDE SHIELD 'POa�ax w 3 PA E 4MG T -L I 25 X0. m L' 0 0 I ;y x o Q � a [� 4 ® - WAT6 Ir pcpptp � � � DcL 21 CD a ..wv. o/ R44A (CA) M._ f I 20° 10° 0 20° 400 SCALE IN FEET DIAL BEFORE YOU DIG TOLL FREE A PUBLIC SERVICE BY J WA TWO WORKING DAYS BEFORE YOU DIG ATiS►3riibl;TiT DENSF, }RI -.r41, 3 Fe�+_r"S in m i T}; OCTAGONAL ON FIATS 00 `® SHAFT CLEAR 10% SLOPED CONCRETE BASE t SLOIiEDBm F OUT CAP FINISH SURFACE OR CONCRETE Lttj PAD (SHEETS 20-26) :d 1°x3Wx4 ®• Q, GALVANIZED d tyt TOTAL) •® • 4 � Q 4 • T}; OCTAGONAL ON FIATS 00 `® SHAFT CLEAR 10% SLOPED CONCRETE BASE SLOIiEDBm F OUT CAP FINISH SURFACE OR CONCRETE Lttj PAD (SHEETS 20-26) :d 1°x3Wx4 ®• Q, GALVANIZED STEEL ANCHOR a BOLTS (4 TOTAL) •® • 4 � Q 4 • ® Q 4°'X11 ®a. i N ANCHOR 3°° BOLTS CLEAR 10% SLOPED CONCRETE BASE (TYP.) FINISH SURFACE OR CONCRETE Lttj PAD (SHEETS 20-26) ELECTRICAL) CONDUIT 3DB 2° CLEAR ��ONSTRU`MON NOTES SANDBLAST CONCRETE SURFACE TO ELIMINATE FORM LINES (TYP) 6-6 BARS VERTICALLY W/6—#3 TIES @ 3°° O.C. AT TOP THEN @ 69D O.C. HORIZONTALLY. 560—C-3250 CONCRETE DESIGN BIKE TRAIL POLE -MOUNTED UG T G DETAIL"A" N°T.S DATE ENGR. CITY DATE BASIS OF BEARING THE CALIFORNIA COORDINATE SYSTEM OF 1953 (CCS -53), ZONE 5, EPOCH 1992.55, BETWEEN SAN ��pFESS/ p AECO BERNARDINO COUNTY SURVEYOR'S GPS STATIONS 21125 AND 21259, BEING GRID AZIMUTH OF 10545'29". ��® �,� N A �r"lam GRID VALUES WERE HELD FOR ALL POINTS, HOLDING SAN BERNARDINO COUNTY GPS POINT 21125 AS THE 1939 W. SIXTH STREET, SUITE 350, ONTARIO, CA. 91762 PHONE: (909) 933-5225 FAX: (909) 933-5228 ®� POINT OF ORIGIN. ALL POINTS WERE THEN ROTATED TO HOLD THE GRID AZIMUTH ®ASIS U NO. 64256 srn Prepare Under The Supervision Of BENCHMARK Exp. 6/30/09 NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD-29) BASED ON SAN BERNARDINO �'� / V ! COUNTY GPS POINT 21129 FOR VERTICAL CONTROL, ELE!/ATION = 1319.336 AND C - '� CAIQ VERIFIED TO MATCH SAN BERNARDINO COUNTY BENCHMARK 475 (ELEV. 1275.152) PER Uate �I CITY OF FONTANA CIVIC CENTER PARK — PHASE 1, AR EF NAFTAU c