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I <br />I <br />I 4J <br />4 <br />EXISTING SURVEY MARKER <br />APPROXIMATE RIGHT -OF -WAY <br />0 <br />APPROXIMATE PROPERTY LINE <br />I <br />EXISTING EDGE OF PAVEMENT <br />I <br />EXISTING GRAIN LINE <br />Q) <br />NIF <br />N <br />R1310,, CRYSTAL A. <br />I <br />118 REVERE STREET <br />I <br />MAP /PARCEL: 641100 <br />II <br />I <br />EXISTING SEWER MAIN <br />z / <br />I - <br />WI <br />o INSTALL GABION BANK STABILIZATION <br />(SEE DETAILS) <br />INSTALL 3' WIDE CONCRETE <br />+ WALKWAY FOR PRIVATE HOMEOWNER <br />W_ <br />I a' <br />W1 <br />t� <br />NIF <br />CHIN, MARK F.� <br />I N 120 REVERE STREET <br />iI MAP /PARCEL: 641101 -, <br />J 1' <br />60 METAL PIPE <br />INV G1= 210.74 <br />I INV GUT =209.52 <br />aqj PROPOSED RIPRAP PAD <br />OUTLET PROTECTION <br />o I. <br />z T� I —211- <br />1 <br />I SEE LANDSCAPE RESTORATION <br />DETAIL (SHEET D -2) <br />PROPOSED DEEP SUMP CATCH BASIN <br />o° RIM =MATCH SURROUNDING PAVEMENT L - 21F <br />I ^ INVERT IN= MATCH IN FIELD I <br />INVERT IN= 210.20 <br />INVERT OUT= 210.10 I <br />\ HEADWALL OUTFALL INVER 210.00 I4 <br />PROPOSED WATER MAIN <br />GATE VALVE (TYP.) <br />APPROX ROW <br />Q <br />Q °T <br />QQ <br />P <br />WF -B1 <br />i t I PAR <br />/ / II / WF -p 10 122R R <br />MAP/YAR <br />/1 011 WF- 91 ! 1 <br />o I <br />i <br />1 I'kllfl�I i ! ! I I <br />7BB IGB'� <br />I I <br />I, <br />� <br />1411 I`� +ICI I Its <br />���1� \�I� ��'� ✓FIE � ry I <br />h <br />_— <br />12" Dl W f-- 1212 RC'P . <br />REVERE STRE °ET Po <br />SAC SEWER_ _� 2Z11, <br />(PUBLIC - 45' WIDTH) PROPOSED SEWER DROP MANHOLE <br />-6" C'I W (ABANDONED I <br />SEE SHEET SS -1 FOR DETAILS <br />- <br />INSTALL 8" PVC SEWER -' <br />MAIN WITHIN STEEL CASING ; <br />SEE SHEET SS -1 <br />PROPOSED DEEP SUMP CATCH BASIN <br />o RIM =MATCH SURROUNDING PAVEMENT <br />INVERT OUT= 210.40 <br />I I <br />I <br />` 19 REVERE <br />NIF <br />TREET RUST PROPOSED WOOD POST V <br />119 REVERE STREET o FENCE (TYP.) <br />MAP /PARCEL.• 641146 m Y r <br />INSTALL CEMENTED STONE MASONRY <br />WINGWALIL SAND HEADWALL <br />I <br />INSTALL COMPACTED SOIL LIFT BANK <br />STABILIZATION ALONG ALL AREAS OF <br />NEW STREAMBANK (SEE DETAILS) <br />HIV WF <br />\ kr <br />NIF <br />I TROPEANO PE7ER & JEAN <br />N01 REVERE STREET <br />MAP /PARCEL: 641145 <br />0. <br />I <br />Q,I <br />I <br />I / <br />Af <br />lKH ASIT <br />RE STREET / Q� <br />CEL: 6411028 F <br />/ INSTALL TEMPORARY EROSION <br />CONTROLS (SEE DETAILS) p <br />J <br />PROPOSED GUARDRAIL ALONG to <br />DOWNSTREAM HEADWALL <br />Li <br />KENEDY, JOSEPH C. <br />Q m 122 REVERE STREET <br />o MAP /PARCEL: 641102A <br />INSTALL 12" DUCTILE IRON WATER <br />MAIN WITHIN STEEL CASING <br />SEE CROSS SECTION 3 -3 <br />INSTALL PRECAST CONCRETE <br />8'X6' BOX CUL VE, T <br />T"N RELOCATE EXISTING WATER <br />SERVICE CONNECTION TO <br />OUTSIDE PROPOSED GATE VALVES <br />1 ----I <br />CUT AND CAP ABANDONED <br />6" Cl WATER MAIN -EACH SIDE <br />WITH RESTRAINTS I <br />�R=2 <br />R -21331 <br />`� - 1 -20011 - - - - - APPROX ROW <br />r\ �b -X f� 1= 20511(0) <br />al 11 <br />j7 <br />$V <br />ti <br />v <br />2 <br />0 <br />2 <br />e <br />CB-1 <br />R= 210.74 <br />1- 107.74 <br />-7 — 02VICIILE LRON PIAIER MAIN <br />a \ <br />I _ \ <br />j\ 6" CAST IRGN (ABANDONED) s RM211.31 _i 1 <br />_ N <br />— — — <br />1=206. 1I.J — <br />�' -- — <br />1 - - -- I7 <br />�2r3 APPR�? OW 7 <br />PAVEMENT JOINT (TYP.) I 2>3_ <br />APPROX LOCATION OF / <br />EXIS77NG 8" AC SEWER <br />MALI CLASS 2400 <br />a7 APPROX. TOP OF PIPE <br />7ry� ELEVATION = 202.00 I l <br />/ I / <br />PROPOSED PERMANENT DRAINAGE EASEMENT <br />(SEE EASEMENT PLAN BY OTHERS) <br />I, I <br />I <br />�� —A5 <br />I T <br />I f{ 6 <br />WF-A1 <br />/ <br />RESTORE /REGRADE AND LOAM /SEED <br />ALL DISTURBED AREAS OUTSIDE OF Imo" <br />NEW STREAMBANKS PER TYPICAL <br />SLOPE SURFACE TREATMENT DETAIL <br />NIF �'A� <br />OUILET <br />OF DMH <br />120! / c D <br />T7\ <br />TT <br />ONi✓ ___ <br />ll <br />ti <br />0 <br />1 <br />0 <br />0 <br />II <br />D1AH l <br />R= 210.90 <br />1 =207.6o(a) <br />1= 20570(b) <br />1 =207. 10(c) - <br />R= 210.94 <br />1= 207.44(0) <br />12 "0IW 1=20754(b) <br />� <br />( CB <br />= 211.16 <br />1=208.46 <br />o,� 212 — <br />� 213�I ✓ Zt2 <br />GU71 <br />CHUANG, CHID-KullNG <br />121 REVERE STREET c�Q / / <br />MAP /PARCEL: 641144 �� r <br />1 <br />O <br />Vrl p' <br />Q` <br />Q <br />-t7 <br />r <br />i <br />REVERE STREET PROPOSED CUL <br />SCALE 1" — 20' <br />rv�A� <br />Y� <br />VEi \ ■ REPLACEMEN ■ <br />! <br />! <br />SBDH <br />LEGEND: <br />APPROX ROW <br />EXISTING SURVEY MARKER <br />APPROXIMATE RIGHT -OF -WAY <br />—Q <br />APPROXIMATE PROPERTY LINE <br />EOP <br />EXISTING EDGE OF PAVEMENT <br />—D— <br />EXISTING GRAIN LINE <br />Wb <br />PROPOSED DRAIN LINE <br />N <br />PROPOSED CULVERT <br />- - - --- <br />EXISTING WATER MAIN <br />-W- --n- <br />PROPOSED WATER MAIN <br />---- - - - - -- <br />EXISTING SEWER MAIN <br />- -- <br />PROPOSED SEWER MAIN <br />EROSION CONTROLS <br />- - -- <br />UNIT OF WORK <br />ll <br />20 10 0 20 40 <br />Scale I" = 20' <br />P.E. STAMP <br />GENERAL NOTES <br />1. DRAWINGS BASED ON TOPOGRAPHIC <br />SURVEY CONDUCTED IN SEPTEMBER 2013 <br />BY GCG ASSOCIATES, INC. ELEVATIONS <br />SHOWN HEREON ARE REFERENCED TO <br />THE NORTH AMERICAN VERTICAL DATUM <br />OF 1988 (NAVD 88). <br />2. STREET LINES AND PROPERTY LINES <br />ARE BASED ON SURVEY CONDUCTED IN <br />SEPTEMBER 2013 BY GCG ASSOCIATES, <br />INC. <br />3. WETLAND DELINEATION PERFORMED <br />ON MARCH 27, 2013 BY COMPREHENSIVE <br />ENVIRONMENTAL, INC. <br />4. ROADWAYS AND DRAINAGE STRUCTURE <br />LOCATIONS DEPICTED ON THIS MAP ARE <br />APPROXIMATE AND MUST BE VERIFIED BY <br />THE CONTRACTOR. THE LOCATION AND <br />DEPTH OF DRAINAGE PIPES SHOWN ON <br />THESE PLANS ARE APPROXIMATE AND <br />SHALL BE VERIFIED BY THE CONTRACTOR <br />PRIOR TO CONSTRUCTION. <br />5. UTILITY LOCATIONS DEPICTED ON THIS <br />MAP ARE APPROXIMATE AND MUST BE <br />VERIFIED BY THE CONTRACTOR. THE <br />LOCATION AND DEPTH OF WATER & <br />SEWER PIPES SHOWN ON THESE PLANS <br />ARE APPROXIMATE AND SHALL BE <br />VERIFIED BY THE CONTRACTOR PRIOR TO <br />CONSTRUCTION. <br />6. THE CONTRACTOR SHALL EXERCISE <br />EXTREME CAUTION TO PREVENT ANY <br />DAMAGE TO ADJACENT PROPERTIES. ALL <br />AREAS WHICH ARE AFFECTED BY THE <br />CONTRACTOR'S OPERATIONS SHALL BE <br />RETURNED TO THEIR ORIGINAL CONDITION <br />OR BETTER, AT NO ADDITIONAL COST TO <br />THE OWNER. <br />7. ANY CHANGE IN FIELD CONDITIONS <br />SHALL BE REPORTED TO THE ENGINEER <br />TO INSURE THAT ANY MODIFICATIONS TO <br />THE ORIGINAL DESIGN ARE PROPER AND <br />ADEQUATE TO SERVE THE PROJECT'S <br />NEEDS AND COMPLY WITH THE <br />APPLICABLE STANDARDS AND <br />REGULATIONS. <br />8. CONTRACTOR SHALL IMMEDIATELY <br />REPAIR OR FILL ANY POTHOLES THAT <br />OCCUR DUE TO CONSTRUCTION. <br />No. I Revision /Issue I Date <br />COMPREHENSIVE ENVIRONMENTAL <br />INCORPORATED <br />225 CEDAR HILL ST. <br />MARLBOROUGH, MA 01752 <br />REVERE STREET <br />N. LEXINGTON 13ROOK <br />CULVERT REPLACEMENT <br />PROPOSED CONDITIONS <br />PLAN VIEW <br />Town of Lexington, MA <br />i <br />Project No.: 228 -4 Sheet <br />Date: FEBRUARY 2015 <br />Drawn By: SCS <br />Checked By: MLL ..J <br />Scale: 1" = 20' <br />�� . <br />�I'' s` L. 11✓�.0 '��1 I U�243 <br />11�\ <br />EXISTING SURVEY MARKER <br />EXISTING S' CONTOUR <br />- -169- - <br />EXISTING P CONTOUR <br />- -170- - <br />PROPOSED 5' CONTOUR <br />-169- - <br />PROPOSED 1' CONTOUR <br />Wb <br />EXISTING UTILITY POLE <br />N <br />EXISTING SIGN <br />< <br />12' <br />EXISTING TREE W%TRUNK DIAMETER <br />X67 -A/ <br />EXISTING WET-AND FLAG <br />-- . —»�- -m <br />COFFER DAM <br />..T`4.Y'3�i°•9 <br />SHEET PILES <br />JERSEY BARRIER <br />- - -- <br />APPROX. PROPERTY LINE <br />EASEMENT <br />20 10 0 20 40 <br />Scale I" = 20' <br />P.E. STAMP <br />GENERAL NOTES <br />1. DRAWINGS BASED ON TOPOGRAPHIC <br />SURVEY CONDUCTED IN SEPTEMBER 2013 <br />BY GCG ASSOCIATES, INC. ELEVATIONS <br />SHOWN HEREON ARE REFERENCED TO <br />THE NORTH AMERICAN VERTICAL DATUM <br />OF 1988 (NAVD 88). <br />2. STREET LINES AND PROPERTY LINES <br />ARE BASED ON SURVEY CONDUCTED IN <br />SEPTEMBER 2013 BY GCG ASSOCIATES, <br />INC. <br />3. WETLAND DELINEATION PERFORMED <br />ON MARCH 27, 2013 BY COMPREHENSIVE <br />ENVIRONMENTAL, INC. <br />4. ROADWAYS AND DRAINAGE STRUCTURE <br />LOCATIONS DEPICTED ON THIS MAP ARE <br />APPROXIMATE AND MUST BE VERIFIED BY <br />THE CONTRACTOR. THE LOCATION AND <br />DEPTH OF DRAINAGE PIPES SHOWN ON <br />THESE PLANS ARE APPROXIMATE AND <br />SHALL BE VERIFIED BY THE CONTRACTOR <br />PRIOR TO CONSTRUCTION. <br />5. UTILITY LOCATIONS DEPICTED ON THIS <br />MAP ARE APPROXIMATE AND MUST BE <br />VERIFIED BY THE CONTRACTOR. THE <br />LOCATION AND DEPTH OF WATER & <br />SEWER PIPES SHOWN ON THESE PLANS <br />ARE APPROXIMATE AND SHALL BE <br />VERIFIED BY THE CONTRACTOR PRIOR TO <br />CONSTRUCTION. <br />6. THE CONTRACTOR SHALL EXERCISE <br />EXTREME CAUTION TO PREVENT ANY <br />DAMAGE TO ADJACENT PROPERTIES. ALL <br />AREAS WHICH ARE AFFECTED BY THE <br />CONTRACTOR'S OPERATIONS SHALL BE <br />RETURNED TO THEIR ORIGINAL CONDITION <br />OR BETTER, AT NO ADDITIONAL COST TO <br />THE OWNER. <br />7. ANY CHANGE IN FIELD CONDITIONS <br />SHALL BE REPORTED TO THE ENGINEER <br />TO INSURE THAT ANY MODIFICATIONS TO <br />THE ORIGINAL DESIGN ARE PROPER AND <br />ADEQUATE TO SERVE THE PROJECT'S <br />NEEDS AND COMPLY WITH THE <br />APPLICABLE STANDARDS AND <br />REGULATIONS. <br />8. CONTRACTOR SHALL IMMEDIATELY <br />REPAIR OR FILL ANY POTHOLES THAT <br />OCCUR DUE TO CONSTRUCTION. <br />No. I Revision /Issue I Date <br />COMPREHENSIVE ENVIRONMENTAL <br />INCORPORATED <br />225 CEDAR HILL ST. <br />MARLBOROUGH, MA 01752 <br />REVERE STREET <br />N. LEXINGTON 13ROOK <br />CULVERT REPLACEMENT <br />PROPOSED CONDITIONS <br />PLAN VIEW <br />Town of Lexington, MA <br />i <br />Project No.: 228 -4 Sheet <br />Date: FEBRUARY 2015 <br />Drawn By: SCS <br />Checked By: MLL ..J <br />Scale: 1" = 20' <br />�� . <br />�I'' s` L. 11✓�.0 '��1 I U�243 <br />