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BIT CONC.SIDEWALK CURS Box CENTERED IN GRASS PLOT' COVLR WITH -j C0UNTIZRSUNK BRA ^•S PLUG TA 3I D FC R 1'.RONI PIPE CURB OR BERM J ROADWAY SURFACE r- ROADWAY BASE • EXTENSION SERVICE BOX ARCH PATTERN BASE 11 v®ROO CO RECTED TO j! CUR13 STOP 7COTT£R Pt TYPE ®K" COPPER SERVICE WATER MAIN TO HOUSE OR f TUBING SIZES 3/4" TO BUILD DI Nt, �2a INCLUSIVE CURB STOPS CORPORATION STOP LOCATED ABOVE MIDPOINT OF WATER MAIN. NOT : •1. ALL SERVICE FITTINGS TO Oil INCH SHALL BE'RED I-iED FITTINGS AS W..ANUFACTURED BY RI_0 MEO MPG. CO. ALL TH03E ABOVE ONE INCH SHALL BE MUELLER "BLUE 7OP "OR EQUAL. 2 ANY SERVICE TAPOVER ONE INCH SHALL BEMADE BY USE OFAN APPROVED TAPPIAGSADDLE 3. 3£RVICES OVER TWO INCHES SKALLBE CAST IRO N TYPICAL WATER CONNECTION I 1 6" P` /C dNo CAP - -@-- MIN- SLOPE= %4 P£R. FT: ''-8 YY'- SERVICE: PIP G -45" PVC BEND FUrufm a x rpisioN �— PVC WYF, BRANCH WITA 6 LCG aYcrrKcQ5 i I ' -LAY SEWER Y PROPERT -Y LI NF , PLAN ' NOTES 1. GRADIENT FOR SERVICE CONNECTION TO BE TOP OF MAIN AT SEND 2- .SCCVICE CONnECrION TRENCH SHALL COMPLY IN ALL WAYS TO THE GENERAL SPECIFICATIONS AND TYPICAL TRENCH -RTY SECTIONS FOR SEWER MAINS LINE 3 MIN. SLOPE FOR SERVICE - % PER. FT. , 6 -45° PVC BEND 6 PVC ENo CAP 6 PVC.SERV(CE PIPE \� - E F UTURIb wY1- 6RANCH IYIT -H 6 LEG EXTOT E13 SY orHe g PROFILE SERVICE CONNECTION DETAILS NOTES: i. C ,9PING OVERHANG TO BE APPROX. 3 FOR WALL; ORIAORE INHEIGHT AND APPROX. 2'FOR WALL_ LESS THAN 10`INHEIGHT IN A CONTINUOUS WAL ` OFVARYING HEIGHT THE OVEPHANGWiLL BE 2 -CLASS ICONCRETE FORTHE ENTIRF I FNGT41 a. CEMENTED STONE MASONRY WALL CALL DIMENSIONS SHOWN ARE MINIMUM) GRANITE - CURB TYPE VA-4 GRANITE CURB COR NER 2' RADIUS Z J W t•- 4 LOAM 5_0" &SEED OR AS SHOWN ON PLANS EXPANSION JOINT FOR CEMENT COHC, SIDEWALK TO WALKS EXIST 1NG DRIVEWAY ROADWAY \TRANSITION SURFACE 2-0- 7{ W Q —Ii-07 OR VARIES v� GRANITE CURB CORNERQj M X8 AFT. Mitt 4 a o r 40 LOAM SeSEED 70REVEAL OR ADJUST r , TO FIELD CONDITIONS S Illt CONC. SbRf ACE --. . 04 • "�` N `, ` G ``-GRANITE CURB •V9 TYPE VA -4 H4. T i 1,4 I= -5 -0-� -V 0 VARIES v WARIWm SURFACE I 12 WEARING SURFACE /s I I�jEl ECOURSE i.. •2 I/2 BASE COURSE ,�� / ( 4 LO & ED 12 GRAVEL C.OAM >3 B�FT. I Rk4 V -' _ /FY. 31F Tom.,. n; 4" LOAM SEED �.x ASEED � � d• • '` GUARD � .. ?: RAIL 6•GRAVEL MINOR NTS. NOTE: TOWN SHALL MAKE DETERMINATION AS TO WHICH SIDE OF STPFf'r SIC)FWALK WILL BECCSNSTRUCTE-D ON LEXINGTON PLANNING BOARD 4-OP CCU RSE -\ SINDER COURSE-. F3 EXIST DRIVE SURFACE 3" BIT CONC- 8`GRAVEL MIN BERM 4-' LOAM & 5EED - 12 "GRAVEL EDGE OF FINAL_ PAVEMENT OR ul 3SAGKEDGE OF SIDEWALK z� �F / 0N2Af£NT O 1 EA15TING GROUND \ LIMIT OF PEAT EXCAVATION WHEN REFERENCE LINE INTERSECTS HARD BOTTOM INSIDE R-O W LINE _ S <0 APPROX. HARD 80TTOM AF VERT- LIMITS OF EXCAVATION�� LIMIT OF PEAT EXCAVATION F Fn/ WHEN REFERENCE LINE INTERSECTS CF HAPDBOT70M 0OT51DE R.O.W. LINE S <O, APPROX. HAI BOTTOM VERT. LIMITS OF EXCAVATION LIMITS UIT L EX(CAVATJON GENERAL NOTE: IN THE EVENT OF ANY CONFLICT OR INCONSISTENCY BETWEEN THE DEVELOPER'S DRAWINGS AS APPROVED BY THE ENGINEERING DEPARTMENT AND THE TOWN OF LEXINGTON STANDARD DETAIL SHEETS, TtiE MOST CURRENT VERSION OF THE TOWNS STANDARD DETAIL SHEETS SHALL PREVAILEXCEPT WHEN SPECIFICALLY WAIVED BY THE TOWN. 1, THE TOWN CLERK OFTHE TOWN OF I EXINGTON,MASS. HEREBY CERTIFY THAT THE NOTICE APPROVAL OF THIS PLAN BY THE PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. DATE TOWN CLERK 161 IN DRIE100lil f l SCALE: NONE F T + GROUP—BEDFORD SURVEYORS 18 NORTH 'iii BEDFORD,IV. SIVEET 5 OF .� B. 10 11989 INC. e O a e •yam". e e e e 0 0 EXIST DRIVE SURFACE 3" BIT CONC- 8`GRAVEL MIN BERM 4-' LOAM & 5EED - 12 "GRAVEL EDGE OF FINAL_ PAVEMENT OR ul 3SAGKEDGE OF SIDEWALK z� �F / 0N2Af£NT O 1 EA15TING GROUND \ LIMIT OF PEAT EXCAVATION WHEN REFERENCE LINE INTERSECTS HARD BOTTOM INSIDE R-O W LINE _ S <0 APPROX. HARD 80TTOM AF VERT- LIMITS OF EXCAVATION�� LIMIT OF PEAT EXCAVATION F Fn/ WHEN REFERENCE LINE INTERSECTS CF HAPDBOT70M 0OT51DE R.O.W. LINE S <O, APPROX. HAI BOTTOM VERT. LIMITS OF EXCAVATION LIMITS UIT L EX(CAVATJON GENERAL NOTE: IN THE EVENT OF ANY CONFLICT OR INCONSISTENCY BETWEEN THE DEVELOPER'S DRAWINGS AS APPROVED BY THE ENGINEERING DEPARTMENT AND THE TOWN OF LEXINGTON STANDARD DETAIL SHEETS, TtiE MOST CURRENT VERSION OF THE TOWNS STANDARD DETAIL SHEETS SHALL PREVAILEXCEPT WHEN SPECIFICALLY WAIVED BY THE TOWN. 1, THE TOWN CLERK OFTHE TOWN OF I EXINGTON,MASS. HEREBY CERTIFY THAT THE NOTICE APPROVAL OF THIS PLAN BY THE PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. DATE TOWN CLERK 161 IN DRIE100lil f l SCALE: NONE F T + GROUP—BEDFORD SURVEYORS 18 NORTH 'iii BEDFORD,IV. SIVEET 5 OF .� B. 10 11989 INC.