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NORTH <br /> i cb , now verizoal <br /> k whatsbelow.10;b <br /> O r p p Cali before you dig. <br /> NO C7 C7 I PROJECT: <br /> _ I LEGEND: PBo,E.IONDMaEB <br /> m 1703MNTR.9 ROW EVT 0575 <br /> BORE/MISSILE BORE RM1TI-ENT1„ <br /> — — — OPEN TRENCH ENTITY NAME <br /> ° SIDEWALK <br /> G E.O.P 2320 HEWITT AVE EDGE OF PAVEMENT EVERETT,WA <br /> Z <br /> O B.O.0 BACK OF CURB w <br /> mR.O.W. RIGHT OF WAY <br /> = C.L.--- STREET CENTERLINE <br /> m I INSTALL 6 LF OF <br /> G 1 -2" HDPE CONDUIT • POTHOLE LOCATION zo Z <br /> INTERCEPT EXISTING I (TRENCH) —{ Lou > <br /> CAPPED CONDUIT LEFT FOR RESTORE TRENCH TO � w <br /> ( D 0' 10' 20' 40' > D^D ¢ <br /> CONSTRUCTION ALL APPLICABLE STANDARDS) m 0 Lu c~n = W <br /> Z v z p z E- <br /> STA: 0+06 m E g (� z <br /> _ V) H U Q <br /> BOREPIT/ INSTALL (1) U Q z <br /> 36"x 60"x 36"VAULT rol z a o <br /> c <br /> STA: 0+44 0+00 < o °z <br /> BOREPIT/ INSTALL (1) ~ v, ¢ of <br /> r INSTALL 38 LF OF R.O.W. V) ■ ■ o <br /> 36"x 60"x 36"VAULT 1 -2" HDPE CONDUIT Lu o F Z <br /> (TRENCH) a <br /> ULl <br /> INTERCEPT EXISTING �I (RESTORE TRENCH TO B.O.C. w <br /> CAPPED CONDUIT ALL APPLICABLE STANDARDS) <br /> LEFT FOR I I EX WATER VIRGINIA AVENUE FORESITE <br /> CONSTRUCTION MAINTAIN 24" MIN I grOUn <br /> F. esar..Group,Inc. w I wew.fg-I"c"elR.O.W. <br /> 0+33 1,— CLEARANCE 3000 E C Chavez St. a 1334.887.6064 <br /> Sure 400 f -334.33].6024 <br /> W POTHOLE AND RESTORE Ail",TX 78702 <br /> _ _W HI TO STANDARDS <br /> —r�/ 0+00 EX SEWER M <br /> r MAINTAIN 24" MIN I N <br /> CLEARANCE _ _ _ "�' EX WATER —C.L. Q <br /> SS SS _ POTHOLE AND RESTORE MAINTAIN 24" MIN N <br /> TO STANDARDS INSTALL 110 LF OF CLEARANCE <br /> Ld <br /> 1 - 2" HDPE CONDUIT POTHOLE AND RESTORE _z <br /> INSTALL 32 LF OF (BORE) TO STANDARDS J <br /> INSTALL 33 LF OF 1 - 2" HDPE CONDUIT <br /> 1 -2" HDPE CONDUIT (BORE) <br /> (TRENCH) I _ 2+00 ~ ENGINEER: AB <br /> 7+00 Q <br /> (RESTORE TRENCH TO DRAWN BY: AB <br /> ALL APPLICABLE STANDARDS) I/V —�� ° n\TF REVISIONS <br /> DESCRIPTION INITIAL <br /> { EX WATER NO TETOCONTRACTOR. <br /> —R,O,W, _ I ANY BOREPITS DUG NEXT TO DRIPLINE OF AN EXISTING TREE <br /> MAINTAIN 24" MIN R.O.W TO BE DUGGED USING HYDRO VACCUUM EXCAVATION. <br /> I CLEARANCE STA: 1+86 R.O.W. <br /> CAUTION! <br /> STA: 0+77 POTHOLE AND RESTORE DIG (1) 5'x 5' BOREPIT ANY DISTURBANCE QU INFRASTRUCTURE WITHIN 15 FEET OF <br /> ADC RAMP WILL REQUIRE ENTIRE RAMP TO BE REPAIRED IN <br /> DIG1 5'x 5' BOREPIT TO STANDARDS I ACCORDANCE WITH ALL REQUIRED ADA STANDARDS AND <br /> ( ) I INSTALL 45 LF OF SPECIFICATIONS. <br /> EX STORM 1 -2" HDPE CONDUIT ALL TELECOM UTILITY LOCATIONS ON PRINT ARE BASED ON <br /> FIELD SURVEY AND OBSERVATIONS.LOCATIONS MAY NOT BE <br /> MAINTAIN 24" MIN C (BORE) ACCURATE OR COMPLETE. EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT <br /> CLEARANCE THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE <br /> CONTRACTOR TO PLACE UTILITY WITH A MINIMUM OF 36 PROPERTY ISSUED <br /> MCI STRICT <br /> C COMMUNICATIONS SAND Ss,INC..T E <br /> BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT B <br /> INCHES OF COVER WHEN UNOBSTRUCTED.CONTRACTOR TO aEPRoouceo, COPIED, OR USED FOR ANY PUPPos <br /> POTHOLE AND RESTORE MAINTAIN 24 INCHES OF SEPARATION FROM OTHER UTILITIES. WITHOUTSPECIFICWRITTENPERMISSION. <br /> DEPTH TO BE ADJUSTED ACCORDINGLY. <br /> TO STANDARDS 2401 HEWITT AVENUE EVERETT SCALE <br /> UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ON <br /> DOCUMENT RESEARCH AND FIELD EVALUATION. THE <br /> INFORMATION MAY NOT BE ACCURATE OR COMPLETE.IT IS HORIZONTAL: 1"=20' <br /> THE CONTRACTOR'S RESPONSABILITY TO PHYSICALLY <br /> LOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIES VERTICAL: N/A <br /> WITHIN CONSTRUCTION PATH. <br /> m ALL INSTALLATIONS MUST COMPLY WITH MINIMUM <br /> HORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES. <br /> SHEET: C-01 <br />