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HomeMy WebLinkAbout3195-11 rl7 �Jr f SEE SHEET 5 OF 7: r7 FOR INTERSECTION SEE SHEET 4 OF 7 7!111 j DETAIL FOR INTERSECTION. z !a w 1,' { DETAILLd I I w I Z CURB LINE I LINE m Z #r� '? w J w J 7 P`tP f- Z z W tli'rt �. - _ m U 1 1 3: �- ROAD y E. FRONTAGE O If cc .- � r w f ( w � — ._ .__ _. _._ i' ` __ . ____ ,. _ _ �=. _.. .._. c _.�.._._ __., ...— �_._ e — .. S— � l._ __.._ _.. > ___--_ .__— .__—� .�._.._._... __ ,•s— S-_ � ___.�L! ._.�.%c _'— v--.__._.. `.� �-� w o.,e-?y=�,<. .. .,.e"� . �_��� I i. � .:_....__. i , I \ !� I r.. +t__.._`,`a;- 3_. w -J 44 - I } RB (LINE I. =� _ t�' m 3 ._ r /r J l ..i1.. ISI f,j'---- - W ._,.. - F 1 / i _ _ � Z � F -- —1----_14 Ld IF 11 - - - - - - - - - - - - - - I 1 i , prj (j' 524 �„ ( ! j{ 525 ? 526 527 528 529 (D r ( _ i f p! j r . ' ., � ...----. h._ ---'�—4;..���V�—..--_-Nt-,—._.—.._a[_:_ _..__.._vA..._.._ _... �a...--- _dF._ �fz_� rx�—.�.v�---''�-------#. ..,--- �a._.._._._.—_�----�'-Wu N Yx i_+'L_•o� _tu _vVF_..—�_au� _3.1.ia1---��-----'r�- ----`"!-_---- -�'�------1_h. ;+i__��—.——�`°r------..-1�_------- w,' —d_ �N vt� _.'t—. - -��?— ?4--.--h-- , 7 { + i f _ — Ln 1 CURB LI E R W LINE CURB LINE T �___ - Q / R/W LINE I( I f R LI � { ! STC. Z 11 ,�j � T' I Witi 't1i,� z { t• CURB LINE Q 11 I RAW LINE W I �' 4T 47'. ! f i ( CURB LINE r ; t jf71 j rpt 1 /�o{"�.`.,,.�� LL1 I I Ii y INTERCONNECT GENERAL NOTESi 1. ALL INTERCONNECT WORK SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 AND STANDARD PLANS (DATED JULY 1999) 2. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL POTHOLE TO DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT AT (800)227-2600, TWO (2) WORKING DAYS BEFORE DIGGING. 3. ALL INTERCONNECT PULLBOXES SHALL BE TYPE P48 48.5" X 30.5" X 30" DEEP(INSIDE) PRE -CAST CONCRETE, HAVE LOCKING LIDS, AND BE LABLED "COMMUNICATIONS". 4. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. 5. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO COMMENCEMENT OF WORK. 6. THE ALIGNMENT OF THE INTERCONNECT DUCTS SHALL BE AS STRAIGHT AS POSSIBLE, HOWEVER, WHEN CHANGES IN ALIGNMENT ARE NECESSARY, SWEEPS SHALL HAVE RADII OF AT LEAST 10'. w z �fy c� Lu O w w - V) -- w —.. z -- J U Q -- O -- d- r� — Ln Q F- V) AFA File: 816.002 EFRONTINT.DWG 3:02 PM 04/12/04 TOLL FREE _44 " 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ❑1 FURNISH AND INSTALL 6-1.5"(41 mm) SCHEDULE 40 HDPE CONDUITS PER DETAIL "C", 3 CONDUITS SHALL BE ORANGE AND 3 CONDUITS SHALL BE BLUE. FURNISH AND INSTALL ONE INTERCONNECT CABLE (12PR. #19) IN ONE OF THE BLUE CONDUITS. FURNISH AND INSTALL PULL ROPE IN THE REMAINING CONDUITS FOR FUTURE CABLE. CONDUIT SWEEPS SHALL BE INSTALLED WITH A MINIMUM 10—FOOT RADIUS. REV. REVISION DESCRIPTION DATE ENGR. CITX DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 1 RECORD DRAWING 4/04 JJA COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. L� <-?' fi e SEE SHEET 1 OF 7 FOR INTERSECTION DETAIL CP TT SCALE 1"=40' ,eOf ESS/qN9�., TRAFFIC NG �A•�30 05 * 2020 NO 411 TELE �1VI�Q TELE C /� i F: TACK COAT ALL EDGES EXISTING CURB 30" _z EXISTING AND/ORMIN A.C. CURB AND NEW o SURFACE GUTTER A'C' o 6-1.5" SCH 40 HDPE CONDUITS AND 4 -SACK ORANGE PEA GRAVEL BACKFILL NOTE: THE SLURRY BACKFILL IS NOT REQUIRED AT DEPTHS GREATER THAN 6 FEET. DUCT INSTALLATION AND TRENCH REPAIR DETAIL N.T.S. DETAIL "C" r,4,YST1N-F011ST.4ss'oc1,4 TES, INC. DRAWN BY: IN£ERING AND TRANSPORTA TION PL ANNING J.J.A. 5TI AVENUE SANTA ANA, CALIFORNIA 92705-7827 DESIGNED BY: Ij4 667-0496 FAX (714),667-7952 J.J.A. CHECKED. BY: 7 RCE 20258 EXPIRE 9-30-05 DATE: R.S. 1 LL_ o�� cD Q w �=z w U Z Lu w O Z w U cn m o- w wt� w O Z in Li - - CITY OF FONTANA, CALIFORNIA INTERCONNECT PLAN E. FRO TAGE ROAD SC1LE_40! EVAIN E. TO SUMMIT AVE. DATE: 10/25/02 APP VED BY- DRAWING NO.: - ° 3195 CI`TY ENGINEE R.C.E. 51152 DATE F- T T U) O F_ w Z Q T U) z Q U) w H z O Ir LL PI