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HomeMy WebLinkAbout2020-03-10 Site Plan (2) 12/16/2019 BIOREfENTION PLANTINGS 4' GRASS HERTEOUS' FILTER STRIP 2"' FINE SPECIES) SHREDDED 2"X2"X4' REINFORCEDHARDWOOD MULCH OAK STAKE 1" STONE FILTER FABRIC TOP OF 2' BERM DTAPHTu4GM EL -246.10' _. TENSION CORD �,��, _ ':' a ° .. .., :..: �• �, ::• '� 2"X2"X4' OAK STAKE 72' � �,� PAVED DRTrJE NIS ANGLED SLIGHTLY IN T STAKE I' OFF 2' 4" PONDING D OF WATTLE 4b EXISTING GRADE W �b -'BOTTOM OF MEDIA, 245.20 ... 1� STRAW 24"-6EPTH BIO—REjEN1ION SOIL MIX, 40% SAND m ----' WATTLE 30"OR FILTER ' SICK 30 X COMPOST- , + F 2-�309'T0�"SOIL s3� NATURAL 3D" 7 T BOTTOM OF MEDIA s243.20 SITE T z n. 12" 2"X2 X4' OAK BOTTOM OF SAND 242,7D " STAKE ANGLED SLIGHTLY IN LAST MIN. . STAKE 1' OFF END OF WATTLE - ' - TYPICAL RAIN GARDEN DETAIL S r REINFORCED FILTER FABRIC TO BE EMBEDDED 6 1 MIN. INTO GROUND " 4" ° y uI 2" N.T,S. r GROUND LEVEL. 1.STAKES AND SILT FENCE STAKES SO THAT STAKE E INTERVALS ARE a WATTLE/SICK ALTERNATE. » 2 WATTLE/SOCK STAKES TO A BE MAXIMUM AT A SLIGHT ANGLE TOWARDS FLOW. FLOW. TONGUE 3 S SOCKS TO BE STAKED 1' OFF Et TROOP I £5 M 3.ASTRAW WATTLES/FI EITHER END x .' �, ° :• �Iz � LTER SOCKS TO 8E 12"MIN., COMPACT AGGREGATE, 4, IF WATTLES/SOCKS ARE MANUFACTURED WITH NON—BIODEGRADEABLE TV. " NETTING, THEN NETTING SHALL BE REMOVED AND DISPOSED OF PROPERLY PRIOR 10 d TO JOB COMPLETION. " K } h R i a •+ { {�..� 0. � - ryry LOCUS VINYL SCREEN FENCE - ? '� HT. 30 In. EROSION CONTROL BARRIER DETAIL „ 1 1500'� N,T.S. 1 WEAR COURSE — 2" BINDER COURSE 2� MIN. —T. N,T.S. . t 4„ DENSE GRADED ER f CRUSHED STONE (M2.01.7) � a , GRAVELRQM103ID ° 014 I £ proposed 2 rail fence - `-, t in 2' grovel strip COMPACTED SUIGRADE seperating drive from ' , F- 2A I-1 shared -use path TYPICAL PAVEMENT SECTION � Z5 Uj w Li.l � N.T.S, STOP SICK � � � proposed privacy �► © � ' I ,, ♦ '` N,T.s. w to fence see detail ',,� CL Wo Q � cL n- m w C~' N cn U5 z CO �► Uj w 0 0 '- ,f. ,, o A 0 � ' o 61 existing concrete. drive to he removed and replaced with FLOW -� c �;L bituminous concrete � " f c 1 3 1 R PR LAYER OF 4" MINUS 1.- 00 Lij — 46 F ' ~ 'wr C}0 RAIN GARDEN FLOW ej � w Z W 0 a Q COMPACTED FILL r-COM1PACTED FILL W Uj + ` ,� (6 LIFTS) (6 LIFTS) �c V' I"w LLJ d 00 7 MEET EX. GRADE z . j I.LI " GEOFABRIC � LLI } / " • t '� / 6 X 96,, PRECAST CONCRETE UNDER RIPRAP ci z 0 ae al��r CURB 4/MORTARED JOINTS GL �7/� TO CREATE LEVEL EDGE a = (:: � 7 �. I p LEVEL SPREADER DETAIL Z � o CRAIGM. �G� MARCHIONDA: NO.S(T607 easement AIL NOTES: 1, THE LOCATION OF EXISTING PIPES, CONDUITS, AND ETHER Marchionda f - _ UNDERGROUND UTILITIES ARE NOT WARRANTED TO BE CORRECT AND & Associates, L.P. ARE SHOWN BASED ON CONTRACTOR'S RECORDS, INFORMATION AVAILABLE AT THE TOWN ENGINEERING DEPARTMENT, AND THE BEST / APPROXIMATION OF THE ACTUAL LOCATION FROM A FIELD SURVEY. 2. CONTRACTORS SHALL VERIFY ALL UNDERGROUND UTILITIES, Engineering and \� „W. ,---- . �} ��---�.. CONDUITS, PIPES„ ETC, AND MOTIF'(; DIGSAFE PRIOR TO ANY Planning CglrtSu'ItantS �, , EXCAVATIONS, 3. EROSION CONTROL TO BE INSTALLED PRIOR TO ANY WORK. 82 Montvale Avenue 4. 'WETLANDS FLAGGED BY NORSE (ENVIRONMENTAL SERVICES, INC, 5. TOPOGRAPHY CONDUCTED BY M,+ CHIONDA & ASSOCIATES, L.P. Suite 6. DATUM NAVD 88 Stoneham, MA 02180 7. GREYSCALE DENOTES EXISTING CONDITIONS TES: (781) 438-6121 8. PROPOSED IMPROVEMENTS IN TURNPIKE STREET (ROUTE 11 ) MADE FAX: (781) 438---9654 BY MassDOT AS OF JANUARY 31, 020 Email: engineering@marchiondo.com 9. ALL SIGNS MUST CONFORM TO 19 -6,6D 1+ elaSte: wwaw.marchianda.ccTrn DATE: 12/1 /19 H:VR0XGTS\924-01\PB\SITE PLAN.DWG 10 8 O 10 20 30 M. & A. NO.: 924-01 SCALE: 1"=10' SHEET 2 OF @ 200 NANI:1910N11A L ASSIXIATES,L.P.