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HomeMy WebLinkAboutRD-243-6N/F TREMBL A Y REAL ESTATE TRUST 8 CAMELLIA PLACE MAP 57 LOT 126 ------------ II #8 CAMELLIA PL A CE 3/ T PARKING LOT �0 NA fl \ t\\ \ \ WA TER LEVEL 7128114 NIF- \� \�T� 57 BEDFORD LLC 57 BEDFORD STREET MAP 57 LOT 1248 \ \ \ �A \ \ oZ \ \\ \ EXIST. 18" RCP \ \ \\ DRAIN OUTLET \ ` ' IN 11= 210.38 TW EL= 212.82 \ \w \ \\ a1�jj s�� -21 J� B! T. CURB � - - - -' - - - - - -- y� _ ------------------ F 1271. `'�r' , \ ,\ - - --- -- X111.88 - -_ - -_ - x211.55 �- BOTTOM OF BANK EXIST. CULVERT WATER LEVEL 7128114 REMOVE TREE (TYP. X) 7 \ r WF -' 2?\1 \ \ \\ I 210.36X IN /. 1N= 210.53 APPROXIMATE R. D. W OPENING J. 5'Wx4.5'H — _ — �\ 210.51 �i i \ REMOVE EXISTING CUL VER T ✓ �'J� / �,/ AND STONE WINGWALLS \ - —w —_.y w_ ,� EXISTING 48" RCP I\ ,k� C� � O ` �WF -A2-' w WF -A3 DRAIN OUTLET 1 �.l \��' 21 .g0IN I �/s'DIA. w W� - -- ------ - - - - -- ------ 213------- - - - - -- Z °' - 216 - - -- IN V. =210.15 - -- r -�� \� X I �`\ w ---------------------- X14------- - - - - -- - - - _ - \ \\ \ -,y a -ems ---217 ------------------------ - F -�= -' �° - - - - - -- _ -�� 216 EXISTING 7REELINF -- 2'DIA. - '----- - - - - -_ - - -- - 2 WOODEN GUARD RAIL- i2"DtA- - -Al - E, 1ST7 l'- Rte Lh av - - - - -- — Z EX.. NIE'RO MEDIA CABLE \ � m EXIST. STONE --,_. C, CUL VER T N ` r Z _ WOODEN GUARD RAIL_ -, EDGE OT-- PA VEMEN T - CE1`11 TERL11NE MINUTEMA N BI E R L tUGc ✓EM � -- -- — 217 - - - -- — — y� .V WF-D1 `, -� - -- -- - - - - - -- 1-- XISTiA/G TREEIILE �G \ 7� _ - -- 1 �L � _ - RAP ^— -- --- - - - - -- -214- - 1F T� ✓IN a C ,,21 EXIST. STONE 77 o6�0�� —�`— 7 _ - - - -- CIHES NUT IRE . CULVERT 1 r� \\�,� \4 \ — - -- ------------ �2.1� -- ---- - - - -__ �� I- 7Q��e� \ �2,Dra. _ --- - - - - -- 212 --ti ----------- IN OUT = 210.86, I w� �\ REMOVE AND STACK OPENING _ 5_.�1'Wx2 S'H / i w� V' ✓F -D2� n ✓F -D3 ZING 1✓ \� \�� \w w w w SECTIONS OF WOODEN kyF_C x. \ \w y w y ✓ w y GUARDRAIL AS NEEDED \ . w\ \211.29\ \\ All WRA SMH LEGEND: bfULCN — ���_ (X� %� \ \\ r Yr4 r w— rr -�!Y —` - --_ --- - - --21 --- - - - - -- �. APPROX ROW \ — - -- -- �12'Dt . EXISTING SURVEY MARKER �G \ 7� _ - -- 1 �L � _ - RAP ^— -- --- - - - - -- -214- - 1F T� ✓IN a C ,,21 EXIST. STONE 77 o6�0�� —�`— 7 _ - - - -- CIHES NUT IRE . CULVERT 1 r� \\�,� \4 \ — - -- ------------ �2.1� -- ---- - - - -__ �� I- 7Q��e� \ �2,Dra. _ --- - - - - -- 212 --ti ----------- IN OUT = 210.86, I w� �\ REMOVE AND STACK OPENING _ 5_.�1'Wx2 S'H / i w� V' ✓F -D2� n ✓F -D3 ZING 1✓ \� \�� \w w w w SECTIONS OF WOODEN kyF_C x. \ \w y w y ✓ w y GUARDRAIL AS NEEDED \ . w\ \211.29\ \\ All WRA SMH LEGEND: Project NO.: 228 -5 Date: FEBRUARY 2015 Sheet Drawn By: SCS Checked By: MLL APPROX ROW ��- EXISTING SURVEY MARKER APPROXIMATE RIGHT -OF -WAY -00- - EMSTNG 5' CONTOUR --�— APPROXIMATE PROPERTY ONE EOP -:; EXISTING 1' CONTOUR DUSTING EDGE OF PAVEMENT EOP - -170- - PROPOSED 5' CONTOUR PROPOSED EDGE OF PAVEMENT —D— EXISTING DRAIN ONE - -168- - PROPOSED 1' CONTOUR PROPOSED CULVERT m` EXISTING UTILITY POLE iSTd EXISTING SIGN EFISDNG GUARD RAIL 0121 EXISTING MEE W /TRUNK DIAMETER - c:- - -u-- PROPOSED GUARD RAIL X4F -Al EXIS➢NG WETLAND FUG EXISTING STONE WALL •Y•v•��a�• COFFER - tr---o� EROSION CONTROLS CONTROLS SHEET PILES UNIT OF WORK cam€" 9 Q"rtD JERSEY BARRIER - - -- AFFIRM PROPERTY LINE 10 5 0 10 20 Scale 1" = 10' --21 - CBDH - - - - - - - ,lam° - - - I XISITNC 18" DRAIN PIPE -A INV. = 210.34 NIF JAMES 0 CONOR ✓ �`� 1 13 HANCOCK A VE MAP 56 LOT 31 d ✓Q� /�� P RIM EL.- 214.78 //V = 206.58 - - _ _ — WF -yC3 211.00 \ \\\ x \ \ I WA TER LEVEL 7128114 BOTTOM OF D I I 1 o o_ co C -n -n N v Z \rn O\ y Z IW APPROXIMA TE R. 0. W. NL BANK �� ��.\ \` \ \ i NIF- % er ✓F -e 210 8 ��ee�`� TOWN OF LEXINGTON \ \ \ \ BEDFORD STREET MAP 56 LOT 30 MINUTEMAN BIKEWAY EXISTING CULVERT& WETLAND DELINEATION SCALE 1 " = 10' Z r T\ . �Q\ P.E. STAMP GENERAL NOTES 1. DRAWINGS BASED ON TOPOGRAPHIC SURVEY CONDUCTED ON JULY 28, 2014, AUGUST 14, 2014 R SEPTEMBER 3, 2014 BY GCG ASSOCIATES, INC. ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NAVD 1988 DATUM. 2. WETLAND DELINEATION PERFORMED ON JUNE 25, 2014 BY COMPREHENSIVE ENVIRONMENTAL, INC. 3. STREET LINES AND PROPERTY LINES ARE BASED ON SURVEY CONDUCTED ON JULY 28, 2014 BY GCG ASSOCIATES, INC. 4. ROADWAYS AND DRAINAGE STRUCTURE LOCATIONS DEPICTED ON THIS MAP ARE APPROXIMATE AND MUST BE VERIFIED BY THE CONTRACTOR. THE LOCATION AND DEPTH OF DRAINAGE PIPES SHOWN ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION TO PREVENT ANY DAMAGE TO ADJACENT PROPERTIES. ALL AREAS WHICH ARE AFFECTED 13Y THE CONTRACTOR'S OPERATIONS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION OR BETTER, AT NO ADDITIONAL COST TO THE OWNER. 6. ANY CHANGE IN FIELD CONDITIONS SHALL BE REPORTED TO THE ENGINEER TO INSURE THAT ANY MODIFICATIONS TO THE ORIGINAL DESIGN ARE PROPER AND ADEQUATE TO SERVE THE PROJECT'S NEEDS AND COMPLY WITH THE APPLICABLE STANDARDS AND REGULATIONS. 7. CONTRACTOR SHALL IMMEDIATELY REPAIR OR FILL ANY POTHOLES THAT OCCUR DUE TO CONSTRUCTION. 8. TREES SHOWN ON MAP MAY NOT INCLUDE ALL TREES ON SITE. TREES 4- INCHES IN DIAMETER AND GREATER HAVE BEEN LABELED. TREES GREATER THAN 4- INCHES IN DIAMETER WHICH WILL REQUIRE REMOVAL HAVE BEEN MARKED WITH AN "X ". TREES UNDER 4- INCHES IN DIAMETER SHALL BE REMOVED AS REQUIRED TO COMPLETE THE WORK INCIDENTAL TO THE PROJECT. No. i Revision /Issue I Date COMPREHENSIVE ENVIROND2ENTAL INCORPORATED 225 CEDAR HILL ST. MARLBOROUGH, MA 01752 MINUTEMAN BIKEVVAY N. LEXINGTON BROOK CULVERT REPLACEMENT EXISTING CONDITIONS PLAN VIEW Town of Lexington, MA Project NO.: 228 -5 Date: FEBRUARY 2015 Sheet Drawn By: SCS Checked By: MLL Scale: 1" = 10'