Loading...
HomeMy WebLinkAbout3347-2.EXISTIN CONTROLLER PANEL 2 'PANq- PER CI I) TRACT 2 �> 2 CHURCH C) QWbIIN .2864 I) NOTE. ���0��� o > W PROPERTY � � ' I I i II SIC CONDUCTOR FROM MCG AVENUE o ' '0C q' z o o CD ± N ii ii To SAN sEv AVENUE LaP I �� o ��1��1��0 + > w Q >00 o W .4� OC W LO �N �U �� + pZ F- + ¢- i% I I� \♦ Q DAN Q +w 6 I� Z `, N WSW U) Q O 8 M `I — 7 V) ITL — — — — — — — — — — — — — — — - �— — — — — — — — -- — — — — — — — — —6� 4-�` EXISTING CURB AND GUTTER — 1 6 — EXISTING DBL 12' X 8' RCB PROPOSED CURB & GUTTER — — 1 6 — — J --- —--'---~------------------------- ----- -- �i — 12" S 12" S 12 S T ' LL 92 93 94 _��—'-' 95 ------96 ---97 -----98 99 100 1 W 111 16" WW AVENUE 16" W (, ♦W� BASELINE T v V, 8" G 8" G 8 G ---------------------------------------------- — — —------- --------------\ ----_----------------------------------------------------------------------------- -------------------------- � EE E \ T -- - - 11 II &PH 228,481=20 2 w CAUTION: CD z CONTRACTOR TO Y TOTE: CT LOCATION & D 2 o SIC CONDUCTOR FRO.' MCG AVENUE 0 ; PRIOR TO CONSTRUCTION. N CHURCH H TO SAN MAINE A o o > 111 TYPICAL ALL UTILITY CROSSINGS. PROPERTY Y f 6 TRACT T I T- `� � C Z i Z o 00 �1�J�0�� aP�l ��`o �10�1 �3 U z e D o o ti � o MM R W '� PROPOSED SERVICE EQUIP. ENCLOSURE' ''� CD N rn /04 R/W o 0 SIDEWq-K Q PER CITY DWG N0. 3344 f,' SIDEWALK ® d — _ __ .__..._ �. -- _.. — �--- ----- ----- ----- -= -- ---- - -- ----- ---- ----- --- ---- ✓ i' / V — ------ -- _ 0 V O — 1 6 — PROPOSED CURB &GUTTER — — — — EXISTING DBL 12' X 8' RCB — j — PR(�PnSED CURB- & GUTTFR — o — � — — — — — .� PROPOSED CONDUIT PER I N -f- -PLAN W --- ------ —----------------------------------------- ----------------------------- J Q --------- - --- - TRAFFfC�IG`NAL-PLAN— 1z" s--- -- AVENUE `/ 1® CITY DWG NO. 3344 /r //�� S LI A tl u ' PROPOSED CONTROLLER PANEL 0 1 w 102 494 104 PER CITY DWG NO. 3344 105 106 107 108 109 110 1 ww — - - -- m J T T T W x 16" W w8» G z_ U 17" w 17" W 'CO W 8„ G $1 �- —co vT I-=---� -- — LTJ — ----- — -------------_ -----------------E --- _-y� _ — — — _____ _____ _"` APH 2281=181=20 w Wm O TRACT loo &° P° H 228 -IST -20 _1 Q 2 • APH 228=101-16 0 2 �> o o T- r o N Q -i- + U R/W > T- � T- i SIDEWALK a d Y o _ _ N N 0 -- 0 ` EXISTING DBL 12' ' ` PRnPnSFR BURR &(;UTTER X 8RCB --------------- ------------------------------------------------------ — <(BASELINE AVENUE � w~ 1 112 113 114 115 116 118 PROPOSED CONDUIT PER TRAFFIC W SIGNAL PLANS, CITY DWG. NO. 3340 U 8„ G W � I17 w �� T T T __ ------ *-- ______—-------------- XISTING E E --------- ---- - —----_---------_ _--____— � PUU BOXES- - Q ----------------- - � ._ — �_____------ _ _— - - �--�-----_-----------_- -- W EXISTING CONTROLLER PANEL = Q PER CITY DWG NO. 2533 0. CAUTION: CO11JTRACT0,17 TO VEREFY EXACT LOCATION & DEPTH PRIOR TO CONSTRUCTION. TYPICAL ALL UTILITY CROSSINGS. o rn /R/W N SIDEWALK ~ o (n CV 0 EXISTING DBL 10' X 8' RCB ------------------ 1 `l\x 119 120 CO W W co W W Q &PH 228®191-26 CONSTRUCTION N07ES FURNISH AND INSTALL SIX (6) 1 1/2" HIGH DENSITY POLYETHYLENE (HDPE) COMMUNICATION CONDUITS PER DETAIL "A" OR B»SHOWN ON SHEET 5. FURNISH AND INSTALL ONE (1) #10 GREEN STRANDED IN ALL CONDUITS FOR FUTURE USE. O-- FURNISH AND INSTALL SPLICE VAULT (P48) WITH SPLIT LID. SPLICE VAULT COVER TO BE INSCRIBED "COMMUNICATIONS". SEE SPLICE VAULT DETAIL ON SHEET 6. SAWCUT, REMOVE AND REPLACE EXISTING A.C. PAVEMENT PER CITY STANDARD DWG. NO. 131 (D --GRIND GRIND EXISTING A.C. PAVEMENT 0.10' MIN. AND OVERLAY PER CITY STANDARD DWG. NO. 131 0— FURNISH AND INSTALL ONE (1) 6 #19 SIC CONDUCTOR IN THE ORANGE CONDUIT. (SEE SPECIFICATIONS, SPECIAL PROVISION SECTION E FOR INSTALLATION SPECIFICATIONS). O7 — FURNISH AND INSTALL 2" METAL TRAFFIC SIGNAL CONDUIT FROM SPLICE VAULT TO CONTROLLER. These Record Documents have been pre;? ed. based on information provided by othc s, The Resign Professional has not verified the accuracy and/or completeness of this information and shail not be responsible for any errors or omissions which may be incorporated herein as a result AI•1l GRAPHIC SCALE ( IN FEET ) 1 inch = 40 ft. ETD........... uA nwn% a Ann,)% mom nrmncX rn )A-.-