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130 <br />125 <br />l <br />Z <br />O <br />F- <br />Q <br />W <br />W <br />115 <br />110 <br />105 <br />ai <br />O <br />ul <br />co <br />N <br />M <br />N <br />c <br />0 <br />h <br />a <br />N <br />N <br />I <br />J <br />0 I <br />M1 nni <br />�• OVE -• • • <br />• • , - = " ' <br />WELL - •• •• • r <br />O <br />- • a:: <br />� • i � _ :.I <br />i - , ��• sm <br />9 NO <br />imps <br />,7_i!!!�i�_ etiT'•lU � .y>rf�..� �. ����- ,�r►` �IL:s�r•!1t .�..� = -� _ • • o . , , = <br />EM <br />LIMIT OF PAVEMENT <br />OVERLAY, SEE "KEYWA' <br />DETAIL" DRAWING NO. <br />C -16, TYP. I <br />CTRBOX SMH{ i aP ' <br />�— MH #B D— — — #40 HARTWELL Z <br />�L 720 - - — -- -� J13 r �* t �A — v 125 12 125 �gyt19 TYP. g„ RCP AVE. <br />D y — <br />EN — LIMIT OF RIGHT OF WAY REMOVE EXISTING A D <br />L1N CE � <br />HAY BALES AND N w A ° 2s._ - 8 7 INSTALL NEW ASPHALTI< <br />2 SILT FENCE, TYP -, ' ; ° C #115 HARTWELL s CURB AS REQUIRED <br />s� FOR DETAILS SEE �`A w PIONEER v REMOVE EXISTING AND p <br />s °o DRAWING N0. C -16 ? ry " °}� INSTALL NEW ASPHALT 6 g5 O �s� <br />PLAN CURB AS REQUIRED <br />SCALE: 1 =30 <br />EXISTING GROUND SURFACE <br />� <br />EXISTING STREET SURFACE 8 -18 24 <br />1 <br />B-1 7 <br />5'covER <br />I <br />TAPPING SAD D1 WITH 1" 3 s`wvfa <br />CORPORATION STOP INSTALLED FORCE MAIN <br />AT THE TOP OF THE PIPE AT " o ��p AT1 � ; s ELEC - " <br />THE HIGH P i T 21' RCP DRAIN WATER <br />43 31 eolsoNl CP DRAIN <br />5.0' MIN. 24" RCP GRAIN (6 DIJ� 19 <br />,• <br />i COVER akimooEwsox <br />— — — <br />7 78 S78' -7" 22 _7 .0' NOT ceEw 12.0' <br />=:R-- 8• -7„ <br />14 1 <br />12.0' <br />* 300 HAMMER <br />6 +00 47 +00 48 +00 <br />96to0' 47 4 oU 49 +00 <br />1 <br />2" AC SEWER <br />12.0' <br />130 <br />- -- 1 125 <br />- - -- 120 <br />1n <br />U <br />Q <br />t.1 <br />1 <br />tit <br />115 <br />110 <br />105 <br />49+00 50 +00 51 +00 52 +00 <br />44+0 50+00, SS +oO 52+oo <br />PROFILE" <br />SCALE: HORIZ. 1 -30 <br />VERT. 1 " =3' <br />�tMOF <br />5' 0' 5' 10' NA f ff <br />25' O' 25' 50' 75' 100' 125' <br />1 " =30' <br />53too <br />FAY, SPOFFORD R THORNOIKE, INC <br />LEXINGTON, MA <br />COORDINATION <br />SAFETY <br />CHIEF, OW <br />S:rWRITY <br />COMMUNICATIONS <br />CONTRACT P"AM. <br />CONSTRUCTION MOT <br />CHEF <br />CORROSI CTRL <br />MEDICAL S <br />ENNRONMEN <br />USING AGENCY <br />ENERGY CONSERV. <br />NCOIC , DRAFTING <br />54 +00 <br />S4 +DU <br />APPJD <br />DEPARTMENT OF THE AIR FORCE <br />641 SPTG / CECE <br />HANSCOM AFB, MA, 01731 <br />BASE CIVIL ENGINEERING SQUADRON <br />DRAWNG NO:_ <br />REPAIR SEWER FORCE MAIN <br />HANSCOM AIR FORCE BASE, MA. F -A IJ <br />STA. 46 +00 TO STA. 54 +00 aw <br />CHIEF, SECT. CHIEF, ENO & ENV PLNG RR BASE CIVIL E NGINEER <br />ARCHITECT CIVI ENGINEER CID DATE 12 AUGUST 1993 <br />ELECTRICAL ENO MECHANICAL ENG SC AS NOII 1? <br />-- MXR092 -OU SS <br />STRUCTURAL ENO DRABN SY CAP CAO PROJECT NUM131R_ <br />VAULT FILE RVMRER SHEET 13 O F. -_::- <br />— LIMIT OF PAVEMENT <br />OVERLAY 10' BEYOND <br />TRENCH PATCH, TYP. <br />