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HomeMy WebLinkAboutSD-456-6w. ■ oz� � J � Doti U i o w NQ? I DECLARE, TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION, AND BELIEF, THAT ti THIS PLAN WAS PREPARED IN ACCORDANCE to p WITH THE RULES AND REGULA770NS OF THE x REGISTERS OF DEEDS a MAE � FOR MERIDIAN ASSOCIATES, INC. DATE ;1v-V=201.4 (UINER DE (SIZE AND TYPE +r-A22 - 4ew --A20 CON HEADWALL A21 INV l %, `CP =799.3 Ce RIM= 00 INV =20 207.33- 1" ' L €RK OF THE TOWN OF LEXINGTON, SMH22 MASSACHUSETTS HEREBY CER77FY THAT THE N077CE OF APPROVAL OF RIM- 207.56 THIS PLAN BY 7HE LEXINGTON PLANNING BOARD HAS BEEN RECEIVED NV -79b.9 / AND RECORDED AT THE OFRCE AND NO M077CE OF APPEAL WAS RECEIVED DURING TWENTY DAYS NEXT AFTER SUCH RECEIPT AND ' RECORDING OF SAID NOTICE. Oi J �i O EP v DER TOWN CLERK DA fE / N 5ti INV tDMH18) =209.9 INV (OMH15) =209.9 \\ 5- SMH22 LOT R,IM= 212 t.7 8 .54 �/� �� NV (0) -202.2 s� '111=215.29 INV (b) -202 PROP. BUILDING .2 � / t �- ENVELOPE MW- JV (CB42) =212.1 510H20 INV (c)- 204.1 i'/ i' TYP. dV (CB17) =211.6 RIM 214.28 ' / ' \ ( ) PROPC i1t ✓ 198:5 � 1 HYLTR CB42 / / MW- + \ SS R110= 215.20 213.22 / W -9 SMH19 2i4. lye RllVi 215.03 ' IN*') =204:5 �' �' ���� 13.20 I ^. "` ✓(b) =203.5 1NV(c) =204.5 ' ILOT 2\ !NV(d)°2635 iii p y C632 R) 5Ft ' \ i' / PCB1 &2 r AF-82 `f"Wf -B3 1L 1Yf`-811 _ 84 UNNAMED BROOK IN T WF -812 WILLARDS WOODS 'I- Via. LIMIT OF 100" SMP'25 B13 OF-A1 RIVERFRONT Rll✓ =206.23 ` f AREA LIMIT OF MEAN t ANNUAL HIGH WF-B20 IN WF iS.{�y _8 4 +W-A2 Cc26 �4 WATER �"icYVF- -819 WF-825t � �i L RAX 204 84 ,� WF -824 -f '� B21 WF -818 CONC. HEADWALL J WATER =201.7 . VYF -81' INV 72" RCP =200.3 .of 3 � �� S I-f27 WF-823 WF -A7 / �`NWF 822 �• -ABj ilrt-A4 oI -,V -92 IL W-B17 o ' WF A9 -1-- +i4F -A5 WF-6 205.74 8��' DERtNG �#k � A10 `�, _I205.74 p� VEGETATED WETLAND � �} G/824 -' S �yc�_ Al2WF -AIt RIM =24. c�� v iST s) F-" ' YF- A� A13 t s� NV= 202 4 - //V F WF A17 SMH40 2'05.57 Al ,31M= 206.80 l r r !/ + J RjV 204.27 A19 tNACwE X773 t z2 Y^'! ; , - � - ^r o �'S EpGE TR EE SFRp Y °" 1A6 49' 270.3 G f Sl /BpRBER1N TLAN '� 0.7 0 68.5 77:42' INV.= 2��i.7 67.26' (7BR) J/ + .® 5 �o LIMIT OF T AREA RI� RO / v i 'f ' i' ••// PSS LOT 4 `� oR) LOT 5 / 10.31 rn \ '' PROPOSED y 1 �`1 ,, PSS SUBSURFACE 1 A INFILTRATION LQ,[ � � SYSTEM #2 8: E&QWSfD (SEE SHEETS 2 AND LEmND 4 FOR ADDITIONAL LEGEND)' PD PROPOSED DRAIN LINE PG PROPOSED GAS MAIN PTEG PROPOSED TELEPHONE, ELECTRIC, CABLE PW PROPOSED WATER MAIN PS PROPOSED SEWER PSS PROPOSED SEWER SERVICE PGs PROPOSED GAS SERVICE PWS PROPOSED WATER SERVICE --� PFE PROPOSED FLARED END O PROPOSED HYDRANT ►� PROPOSED WATER OR GAS GATE 1 =208.5 PROPOSED STREET LIGHT R= RIM != INVERT OLD[ CEMENT LINED DUC77LE IRON HOPE HIGH DENSITY POLYETHYLENE TBR TO BE REMOVED PCO PROPOSED CLEANOUT _I20782 �\ - +00 s ED SR PC85 &6 VT Ps R =21 T 7 / / PDMH13 206.24 P MH 4 1 =208.8 RIM =2131 INV= 207.25 INV• =20355 .- PSMH 3 PSMH 5 tjc �\ P4 / PROPOSED f RIM =214.2 RIM =2127 INV.= 204.4 INV = 204.6 \ PDMH7 1- 28 \ 1 =208. lY o EASEMENT ) H3 M= / TP -7 RS 211.8 ��lC\�P\\� PFE2 =20S.5t T) 1 =208.1 0 1= 208.0p� °� �� 1 `y INV.= 05.95 v / \¢�� P / 04l, DIVH38 1�1 �3 / 210 17 W o MW- \ LOT > RI11= 206.73 vx� � C�11 DMH 15 %Y \ +2 i 3.93 \ X�So ry`SiS' RIM= 215.25 v p INV(o) =206: SIu1H i3 � s INV(b) -209:6 RIM =214 90 � 1NV(c) =208.9 INV =201.5 ��O 4 PROPOSED INV(d) =206.8 SMH74 STOP SIGN (FYP.) RIM = 215.07 C612 1NV(o) =203: 7 �A� INV(b) =204:7 INV(c) =203.7 INV(d) =206.1 SMH70 \ \moo INV =205.8 c LEXINGTON PLANNING BOARD PROP. TAPPING SLEEVE & VALVE M s c /JF 0� CL i -, IiVV(o)= 20.,.8 e \� \ Ss.1 { *� 200.gY 0 p4z 14F-13 �� INV(b)=202.7 208.6 Ql� i-•-/ + / 5� � � �-• �=' 209.85 ct+' /� r� / / \ \ .PSMH 6 j - 7�� �Cx�� //// 12 , X112 RtRRP7 A HEADWALL P09. D �LOI l l / /Q RIM =2127 p�. VV�r i i` ' - J- 209.75 \ (� INV. =205.7 / o / 12 "PVC 11�'V -204.1 � PSTC4 G? �' TP -8 00 � fits_ TP_6 4 I W- 5 G R =212.8 C / *WF-10 V ✓ Q \ 1 =209.4 / / rP � �T 08:\.` 72 "CMP:j. 0 j +WF-9 , WF_ 16 S • / LOT 9 PSS PYD1 PSMH 7 i j L 2 V �P- . RIM =2135 o G RIM =213.3 PC INV =208.5 '.. • - *WF-8 / PROPOSED I :INV - 206:9 L TREET f0 LOT A IIS LIGHT j wF 7 AL / cn (TYP.) RIM =2138 / to � INV- 207.50 / PDMH12 l }� tNV= =208.7 BORDERING / PROP \ + to 1 4YF-5 VEGETATED / / IN V=210- 7 p\ 5 .44 WETLAND ` o� CE / h -5 LOT O (1BR PRCB9 &� j t . . .. / PROPOSED / 1 =_ 209.1 8 SUBSURFACE / j4 ,ATION SYSTEM D PD �l j .21 . PYD2 Q _ 763.87 /RIM =21 2135 INV =209.5 \ / F _ 1 ;24 . PROP. TAPPING SLEEVE 4, VAL VE "THIS PLAN IS SUBJECT TO A COVENANT DATED __ ]M_104__ " "THIS PLAN IS SUBJECT TO A CERTIFICATE OF A TION DATED "THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED +210.8 lh \ ?3. •2� PSTC12 R =212.2 l P E1- 208.Ot -2 G �' .59'� ... 'PCB1 * 7O PDMH3 12 DUCRLE IRON 20' 0.01 1 =208.9 A41 �.� ° 12 -25 ... . HOPE INV =206.3 1 =208.6 1 14' 0.02 ° PRDMHIll 12" HDPE 16 WF-26 2y3 8" HDPE 12' 0.04 1 =208.5 8" HDPE 173 4WF 1 1 =208.5 PSIS 1 TO PDMH12 6" HDPE 5 =000 - SEE DETAIL -27 1 =208.5 J4' PC89* TO PSTC12 GRAPHIC SCALE 14' 0.01 PCBIO* TO PSTC12 SCALE. • l'--50' 14' 0.01 PSTC12 TO PDMHll a3 FEET 13' 0.01 POMHlI TO PFE1 ** 50 0 25 50 100 200 0.005 PC85 TO PDMH7 , `'! E-TERS Q 5 10 20 40 60 0.01 REWSIONS 12" RCP CLASS V DWG. No. 50170EF_SI7E PDMH7 TO PSTCB 12" RCP CLASS V 45' 1101 PS7C8 TO PSIS 2 12 HDPE COMMENTS FROM PLANNING 0.01 PSIS 12 - SEE DETAILS (XREF. 5017D£F_EPL) 1 3111110 STAFF, BOARD, & BWT REW (XREF.• 5017DEF REC) CONSERVATION COMMISSION (XREF: 5017DEF_LAN01) NO. DATE DESCRIPTION BY CHK7 REACH No. SIZE AND MATERIAL G SLOPE 'PCB1 * 7O PDMH3 12 DUCRLE IRON 20' 0.01 PCB2* TO PDMH3 12" DUCTILE IRON 14' 1J 01 PDMH3 TO PS 12" DUC77LE IRON 14' 0.02 PSTC4 TO PSIS 1 12" HDPE 16 003 PY91 TO PSIS 11 8" HDPE 12' 0.04 PY02 TO PSI` 1 8" HDPE 173 0.008 PSIS 1 - SEE DETAILS PSIS 1 TO PDMH12 6" HDPE 5 =000 - SEE DETAIL PDMH12 TO POMHll ALE IRON J4' PC89* TO PSTC12 12" DUC77LE IRON 14' 0.01 PCBIO* TO PSTC12 12" DUC77LE IRON 14' 0.01 PSTC12 TO PDMHll 12" D C77LE IRON 13' 0.01 POMHlI TO PFE1 ** 16" Dt & l8" RCP CLASS V 100' 0.005 PC85 TO PDMH7 12" RCP CLASS Y 19' 0.01 PC86 TO PDHM7 12" RCP CLASS V l8 0.01 PDMH7 TO PSTCB 12" RCP CLASS V 45' 1101 PS7C8 TO PSIS 2 12 HDPE 154' 0.01 PSIS 12 - SEE DETAILS PSIS 2 TO PDMHi3 6 HD PE S =0.00 - SEE DETAIL PDMH73 TO PFE2 X 6" HDPE 82' 0.01 * PROPOSED FLAT TOP CATCH BASIN - SEE DETAILS (SHEET 8) ** SEE DETAILS (SHEET 8) FOR PIPE CONNEC770N. PIPE SHALL BE Of BENEATH PAVED SURFACES AND RCP UNDER 07HER SURFACES REACH No. SIZE AND MMENAL LENGTH SLOPE SR1 8 SDR35 155 0.01 SR2 8 SDR35 150' 001 SR3 8 SDR35 92' 0,01 5R4 8 SDR35 106' 001 SR5 8" SDR35 112' 0.01 SRB' 8 SDR35 123' 001 SR7 8" SDR35 188 0Ol REcCaRRI) oiilyER^�- 91 HANCOCK STREET HOMES DEVELOPMENT CORP. 9 CYPRESS DRIVE BURLINGTON, MA 01803 MAP 71, LOT 307 -DEED BOOK 53276 PAGE 218 93 HANCOCK STREET HOMES DEVELOPMENT CORP. 9 CYPRESS DRIVE BURLINGTON, MA 01803 MAP 71, LOT 306 -DEED BOOK 51852, PAGE 354 * -DEED BOOK 52372, PAGE 514 * -DEED BOOK 51852, PAGE 354 * -DEED BOOK 52372, PAGE 514 * -DEED BOOK 53276 PAGE 218 * -PLAN NUMBER 865 OF 1949 * -PLAN NUMBER 1660 OF 1953 * -PLAN NUMBER 1164 OF 1957 * -PLAN NUMBER 1813 OF 1957 * -PLAN NUMBER 1608 OF 1961 * -PLAN NUMBER 272 OF 1963 * -LAND COURT PLAN FILED WITH CERTIFICATE 473 -LAND COURT CASE 454 C * -1923 COUNTY LAYOUT OF HANCOCK STREET * DENOTES DOCUMENTS RECORDED AT THE MIDDLESEX SOUTH REGISTRY OF DEEDS UZ UTY &Q= 1. EXIS77NG SEWER AND WATER SERVICES FOR EXISANG GREENHOUSE BUILDINGS AND SINGLE FAMILY HOME SHALL BE ABANDONED AND /OR REMOVED. REMOVAL WILL BE DONE ONLY ON POR77ONS 107HIN SUBJECT PROPERTY. 2. ALL SEWER PIPES THAT CROSS WATER PIPES SHALL DO SO BELOW THE WATER PIPE. J. ALL PROPOSED SEWER MAINS SHALL BE 8" PVC. ALL PROPOSED SEWER SERWCES SHALL BE 6" PVC. 4, ALL PROPOSED WATER MAINS SHALL BE 8" CLDI, ALL PROPOSED WATER SERVICES SHALL BE DESIGNED BY THE PROJECT MEP. 5. VERIFYCA77ON OF INVERTS OF EXIS77MG UTILITY MAINS IN HANCOCK STREET SHALL BE PROVIDED TO MAI PRIOR TO CONSTRUCTION TO CONFIRM NO CONFLICTS WILL EXIST. 6. FINAL LOCA77ONS OF PROPOSED 7ELEPHONE /ELECTRICAL /CABLE AND GAS MAINS AND SERY/CES WILL BE THE RESPONSIBILITY OF THE RESPECTIVE U77LITY PROVIDERS. 91-93 HANCOCK STREET DEFINITIVE SUBDIVISION (IN ACCORDANCE W?TH SECTION 1 :75 -32F): a &s.m.� SITE UTILITY PLAN LOCATED INpt //y T o RICHARD £: / _tl_- I INTON, J� ►.Ll3a..i iYV!A/ WAi7T,JR. m u a• vl1L (MIDDLESEX COUNTY) - ENO.347?8 y PREPARED FOR HOMES DEVELOPMENT CORP. SCALE: 1 "= 50' DATE. ' DECEMBER 21, 2009 MERIDIAN ASSOCIATES 152 CONANT STREET BEVERLY, 69 MILK STREET, SUITE 302 MASSACHUSETTS 01915 WESTBOROUGH, MASSACHUSETTS 01581 TELEPHONE: (978) 29A -04A7 TELEPHONE: (5108) 871 -7030 W W W.MERi 3iANASSOC:COM SHEET No. 6 OF 9 PROJECT No. 5017 copyri�oMM�ai.neeeoewrs;ix. enrigMcres«vca: