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HomeMy Public PortalAbout5th Avenue Streetlight Project - Phase II, Project No. 463305GENERAL NOTES ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE CALIFORNIA DEPARTMENTOF TRANSPORTATION (CALTRANS) STANDARD SPECIFICATIONS AND STANDARD PLANS FOR CONSTRUCTION OF LOCAL STREETS AND ROADS, JULY 2002. 2. CITY SHALL SUPPLY THE STREETLIGHT POLES, LUMINAIRES WITH PHOTO CONTROL, AND LAMPS AS SHOWN ON PLANS. 3. EACH LIGHTING POLE SHALL HAVE A WATERPROOF, TWO POLE, IN -LINE FUSE HOLDER DISCONNECT WITH 5 AMP FUSES INSTALLED IN THE PULL -BOX LOCATED ADJACENT TO THE ELECTROLIER BASE. 4. NEW POLE FOUNDATIONS SHALL BE 560-C-3250 CONCRETE OF SIZE INDICATED. ANCHORBOLTS SHALL BE GALVANIZED STEEL, 1" DIA. BY 40" LONG WITH 4" BEND. 5. PULL -BOXES SHALL BE #3-1/2 SIZE. COVERS SHALL BE CONCRETE. 6. ALL NEW CONDUIT SHALL BE 1-1/2" IN DIA., PVC SCHEDULE 40 FROM #3-1/2 PULL -BOX TO #2 PG&E PULL -BOX, AND 211 IN DIA. PVC SCHEDULE 40 FROM #2 PG&E PULL -BOX TO PG&E SERVICE POLE. 7. ELECTRICAL CONDUCTORS SHALL BE 2 #8 THW FROM #3-1/2 PULL -BOX TO #2 PG&E PULL -BOX, AND 2 #10 THW FROM #3-1/2 PULL -BOX TO STREETLIGHT. 8. DUE TO CLOSE PROXIMITY OF OTHER UTILITIES, NEW STREET LIGHT FOUNDATIONS TO BE INSTALLED ALONG THE SIDEWALK SHALL BE HAND -DUG. CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) 48 HOURS PRIOR TO ANY EXCAVATION WORK AT 1-800-642-2444. 9. THE EXACT LOCATION OF THE STREETLIGHTS, FOUNDATIONS, PULL -BOXES, AND TRENCHES SHALL BE FIELD MARKED AT THE DIRECTION OF THE ENGINEER. 10. CONTRACTOR SHALL RESTORE ANY DAMAGE DONE TO STOP BARS, LIMIT LINES AND X -WALKS AND OTHER PAVEMENT MARKINGS DURING CONSTRUCTION. 1 1. ALL STREETS WHTHIN CONSTRUCTION LIMITS ARE CONCRETE BASE STREETS. ANY DAMAGE TO THE CONDITION OF STREET'S AC AS WELL AS STREETS BASE DURING CONSTRUCTION SHALL BE REPAIRED AND RESTORED BY CONTRACTOR TO ORIGINAL OR BETTER CONDITION. 5TH ITY OFSAN MATEDAVEd J O 1J STREET ]LIGHT PHASE II CITY PROJECT NO. 463305 EXISTING SITE CONDITION AT STREETLIGHT LOCATION SL -1 SL -2 SL -3 SL -4 SL -5 SL -6 SL -7 SL -8 SL -9 SL -10 SL -11 SL -12 SL -13 SL -14 SL -15 ON DIRT / PLANTER STRIP ON GRASS / PLANTER STRIP ON GRASS / PLANTER STRIP ON CONCRETE SIDEWALK ON GRASS / PLANTER STRIP ON GRASS / PLANTER STRIP CONCRETE SIDEWALK CONCRETE SIDEWALK ON DIRT / PLANTER STRIP ON GRASS / PLANTER STRIP ON GRASS / PLANTER STRIP ON GRASS / PLANTER STRIP ON DIRT / PLANTER STRIP ON GRASS / PLANTER STRIP ON GRASS / PLANTER STRIP BEFORE EXCAVATING CALL U.S.A. (UNDERGROUND SERVICE ALERT) 1-800.642.2444 48 HOURS BEFORE ALL PLANNED WORK OPERATIONS PROJ ECT LEGEND SL- NEW POST -TOP STREETLIGHT (100 W). SL EXISTING POST -TOP STREETLIGHT (100 W). NEW CONDUITS AND CONDUCTORS. NEW NO. 3 1/2 PULL -BOX. (EXISTING SHOWN IN GRAY) O NEW NO. 2 PG&E PULL -BOX. (EXISTING SHOWN IN GRAY) Si 0 bTS EXISTING STREETLIGHT WITH COBRA HEAD. ENTIRE ASSEMBLY TO BE REMOVED IF MARKED ON THE PLAN. EXISTING JOINT POLE TO REMAIN. EXISTING TRAFFIC SIGNAL WITH SIGNAL ARM AND LUMINAIRE ARM. ENTIRE ASSEMBLY TO REMAIN. EXISTING JOINT POLE WITH BRACKET ARM STREETLIGHT (BRACKET ARM STREETLIGHT TO BE REMOVED). EXISTING FIRE HYDRANT TO REMAIN. EXISTING TYPE 1 TRAFFIC SIGNAL TO REMAIN. EXISTING TRAFFIC SIGNAL WITH SIGNAL ARM TO REMAIN. SHEET INDEX SHEET 1 LIGHTING PLAN JP V / N, — N.N. 4Ct, r00 �\ 70 'C)' .L ) REMO E BRACKET ' RM STREET `'! 60 N. �. LIGHT ROM EXISTI G JOINT POL:. . I N. ` J0 `--� � L-% M Vi� -N ! )r H -J SL -5 '• B fJ SL- 1T � :, 6F — � _ ---) . 091 2 •�•(150W) •�11 <1 LO r._, L11 — 5� 1---- - - �82i'� _1 1 _; - � �1 ._, J 1_c-� '� ; L ( X71 18091 _. SL -9 (81 l� _ [819 3 :_�� L._ J s 3 903! L , (907 0911? c3 L' c327I _.---.... i 00� 1 110v� I 101 �. 10.7 I 102! 10�°� !�-- q Q 1 1 -_:_!._! dO:S dolg -----..� _ _ .-I i `------- --- ' -� ___, ....._ --- I ._i �_._ SL -7 JP SL-13 �.-. \. } SL -1 - .' _ - - — —FIFTH TI I I n .�� N i• - �JP(100W) c - E) a P(100W) JP(150W) rn o ii•. , o = � -, so d JPp FH JP FH J JP SL 8 JP SL -2 P JP JP II- FH :, JP — Till v z. 1 6, rn cf I GI STOP I901ri SL 12 ' L�j(� I [8 81 1_810- r81 2 MI N S 6 EXISTI a #2 PG: EPUL B TO BE [1 002 1006 1010 0 1 8 102-21 ill 030 1100 110�� (1108 ;1 EMOVE B • CKET AR STREET I I REMOVE B ACKET ARM .TREET USED OR SL -1• I �� — IGHTFRO EXISTING JOINT POL I LIGHT FRO EXISTING JOINT POLE �02L (32.61 r— 190/21 8� [9%Uj � � I - tri a ,% I - e. _— - 0 cH ���CI�,1 -�i, I r ,� cn F, - I I I(PI I I �r g,.. I «I1 HI L I I _7 JP Iy: I _` 0 I JP 100V) y I ,! a 6 _ IC.Tt1 0- [Cp --- • -0 to oil ,,_I 1 S -10 C1�� IC.",II (ill --Ni II`„� �ChL S -4 -` CP __.e - Ltd PI c-i C_. n CT _� co.. (It - l C ,i ' _ s `�. c; !. C ,1 cJ� ----I ` c -T; i (1P 1 DI I 1 (1, N I (s, N(�1 1 N) ( -� cri W 0 In DESCRIPTION z 0 (/) 0 Ir 0, o I-4 Z-11 z Q a. %1 0 0 z FlEi 0 :74h'''1 w W_ g �� W O en w H t SURVEYED BY: w 0 0 0 0 m DESIGNED/DRAWN BY: H.A DATE: 6/2004 DATE: 6/2004 CHECKED BY: O.C. SCALE: 1 "=50' PROJECT NO.: 463305 CASE 2 DRAWER 20 SET 34 SHEET_1 OF 1 C W OMAYOUNIPIgeclebnne015,hAveSlreeM1ighB50, Ave Street UGMdwgZ h Ave Steel Ugt, 0,6/07/2004