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HomeMy WebLinkAboutPlan Set - Part 3 - Forgetta - - 1210 Osgood Street ACCEPTABLE FILL MATERIALS:STORMTECH SC-310 CHAMBER SYSTEMS CONCRETE COLLAR 1s"(asomm)MIN WIDTH PAVEMENT CONCRETE COLLAR NOT REQUIRED MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL COMPACTION/DENSITY FOR UNPAVED APPLICATIONS CLASSIFICATIONS REQUIREMENT Proposed FINAL FILL:FILL MATERIAL FOR STARTS 12"(300 min)NYLOPLAST INLINE FROM THE TOP OF THE'C'LAYER TO TO THE THE BOTTOM ANY SOIUROCK MATERIALS,NATIVE SOILS,OR PER PREPARE PER SITE DESIGN ENGINEER'S PLANS. D OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ENGINEER'S PLANS.CHECK PLANS FOR PAVEMENT N/A PAVED INSTALLATIONS MAY HAVE STRINGENT DRAIN BODY W/SOLID HINGED GRADE ABOVE.NOTE THAT PAVEMENT SUBBASE SUBGRADE REQUIREMENTS. MATERIAL AND PREPARATION REQUIREMENTS. !�}.,,,,�/'' COVER OR GRATE Mixed Use MAY BE PART OF THE'D'LAYER 'ti, d< ,..�[•�1., BEGIN COMPACTIONS AFTER 12"(300 min)OFM'',� �{.o �• PART#2712AG41P AASHTOM145' MATERIAL OVER THE CHAMBERS IS REACHED. a'�''•fi'fi"�{^?} INITIAL FILL:FILL MATERIAL FOR LAYER'C' GRANULAR WELL-GRADED SOIUAGGREGATE MIXTURES,<35% A-1'P'-2-0'AJ COMPACT ADDITIONAL LAYERS IN 6"(150 min)MAX CONCRETE SLAB '}!'+„�;.,lt,;�•�`-%,v:, 'C SOLID COVER:1299CGC Development STARTS FROM THE TOP OF THE EMBEDMENT FINES OR PROCESSED AGGREGATE. OR LIFTS TO A MIN.95%PROCTOR DENSITY FOR 8"(200 min)MIN THICKNESS � _, GRATE:1299CGS 'B'LAYER)TO C TOP OF STONE(THE CHAMBER.NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU W DENSITY ELL DFORED IPROCES PROCESSED AGGREGATE ATERIAL AND 95% VE � 7'su"j/jt? r (r AASHTO M43' SUBBASE MAY BE A PART OF THE'C'LAYER. OF THIS LAYER. 3,357,4,467,5,56,57,6,67,68,7,78,8,89, MATERIALS.ROLLER GROSS VEHICLE WEIGHT 'Tx��'.,I1�'•n�. ,'+. 910 NOT TO EXCEED 12,000 lbs(53 kN).DYNAMIC FORCE NOT TO EXCEED 20,000 lbs(89 kN). EMBEDMENT STONE:FILL SURROUNDING THE AASHTO M43' B CHAMBERS FROM THE FOUNDATION STONE('A' CLEAN,CRUSHED,ANGULAR STONE 3,357,4,467,5,56,57 NO COMPACTION REQUIRED. 4"(100 min)SDR35 PIPE LAYER)TO THE'C'LAVER ABOVE. FOUNDATION STONE:FILL BELOW CHAMBERS AASHTO M43' PLATE COMPACT OR ROLL TO ACHIEVE A FLAT T� •� A FROM THE SUBGRADE UP TO THE FOOT(BOTTOM) CLEAN,CRUSHED,ANGULAR STONE FLEXSTORM CATCH IT CHAMBER Route 125(Osgood Street) OF THE CHAMBER. 3,357,4,467,5,56,57 SURFACE." PART#6212NYFX North Andover,Massachusetts PLEASE NOTE WITH USE OF OPEN GRATE 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY.THE STONE MUST ALSO BE CLEAN,CRUSHED,ANGULAR.FOR EXAMPLE,A SPECIFICATION FOR#4 STONE WOULD STATE:"CLEAN,CRUSHED, ANGULAR NO.4(AASHTO M43)STONE". 2.STORMTECH COMPACTION REQUIREMENTS ARE MET FORA'LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6"(150 mm)(MAX)LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION,FOR STANDARD DESIGN LOAD CONDITIONS,A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION 4"(100 mm)INSERTA TEE EQUIPMENT.FOR SPECIAL LOAD DESIGNS,CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. PART#4P26FBSTIP Q Q p p 0 0 p PREPARED FOR: INSERTA TEE TO BE CENTERED o a a 0 0 0 PAVEMENT LAYER(DESIGNED ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND ON CORRUGATION CREST CLEAN CRUSHED,ANGULAR STONE IN A 8 B LAYERS Princeton BY SITE DESIGN ENGINEER) PERIMETER STONE D Ns TFIR s av min) 8' Properties (SEE NOTE 6) d y= G+ _ Icm�nE -1 MIN 18" (2.4 m) - _ (450 min)MIN* MAX © 17 4"INSPECTION PORT DETAIL EXCAVATION WALL NTS (CAN BE SLOPED OR VERTICAL) 1s° 405 mm) DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 6"(150 m -I Floor 1115 Westford Street,4th Ijloor 12"(300 min)MIN (150 mm)MIN 34",(855 min) 12"(300 min)TYP Lowell,Massachusetts 01851 SG-CA SUB GRADE SOILS ENOTE4) System Chamber Number Elevation NOTES: END CAP (SEE NOTE 4) 1.SC-310 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418"STANDARD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS",OR ASTM 1.1A SC-740 7 135.00 "ANC O CK F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE(PE)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 1.1B None 2.SC-310 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 1.2A SC-740 23 136.50 ASSOCIATES 3."ACCEPTABLE FILL MATERIALS"TABLE ABOVE PROVIDES MATERIAL LOCATIONS,DESCRIPTIONS,GRADATIONS,AND COMPACTION REQUIREMENTS FOR FOUNDATION,EMBEDMENT,AND FILL MATERIALS. 4.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE(ALLOWABLE BEARING CAPACITY)OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH 1.213 SC-740 14 136.50 CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 5.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 1.3 SC-310 17 142.50 Civil Engineers 6.ONCE LAYER'C'IS PLACED,ANY SOIUMATERIAL CAN BE PLACED IN LAYER'D'UP TO THE FINISHED GRADE.MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF 1.4 SC-74O 7 137.50 LAVER'C'QR'D'AT THE SITE DESIGN ENGINEER'S DISCRETION. 2.1 SC-740 13 142.83 Land Surveyors 2.2A None Wetland Scientists 2.213 SC-310 13 145.50 ACCEPTABLE FILL MATERIALS:STORMTECH SC-740 CHAMBER SYSTEMS 2.2C SC-740 4 145.50 MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL COMPACTION/DENSITY 2,2D SC-740 9 144.50 315 ELM STREET,MARLBOROUGH,MA 01752 CLASSIFICATIONS REQUIREMENT FINAL FILL:FILL MATERIAL FOR LAYER'D'STARTS ((`` VOICE(WW.ANCOC 11,FAX(508)460-1121 FROM THE TOP OF THE'C'LAYER TO THE BOTTOM ANY SOIL/ROCK MATERIALS,NATIVE SOILS,OR PER PREPARE PER SITE DESIGN ENGINEER'S PLANS. 2.3 SC-740 7 146.50 WWW.HAN000KASSOCIATES.COM D OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ENGINEER'S PLANS.CHECK PLANS FOR PAVEMENT N/A PAVED INSTALLATIONS MAY HAVE STRINGENT GRADE ABOVE.NOTE THAT PAVEMENT SUBBASE SUBGRADE REQUIREMENTS. MATERIAL AND PREPARATION REQUIREMENTS. MAY BE PART OF THE'D'LAVER AASHTO M145' BEGIN COMPACTIONS AFTER 12"(300 mm)OF ISOLATOR ROW CHART MATERIAL OVER THE CHAMBERS IS REACHED. A-24,A-3 INITIAL FILL:FILL MATERIAL FOR LAVER'C' GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES,<35% A-1, COMPACT ADDITIONAL LAYERS IN 6"(150 mm)MAX l'jh0 F��fi STARTS FROM THE TOP OF THE EMBEDMENT FINES OR PROCESSED AGGREGATE. LIFTS TO A MIN.95%PROCTOR DENSITY FOR C STONE(E'LAYER)TO 18"(450 mm)ABOVE THE OR WELL GRADED MATERIAL AND 95%RELATIVE 2�JOSEPH D,�'i•\ TOP OF THE CHAMBER.NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU AASHTO M43' DENSITY FOR PROCESSED AGGREGATE g PEZNOLAm; SUBBASE MAY BE A PART OF THE'C'LAYER. OF THIS LAYER. MATERIALS.ROLLER GROSS VEHICLE WEIGHT 3,357,4,467,5,56,57,6,67,68,7,78,8,89, NOT TO EXCEED 12,000 Ibs(53 kN).DYNAMIC U CIVIL I 9,10 FORCE NOT TO EXCEED 20,000 Ibs(89 kN). N.3811 EMBEDMENT STONE:FILL SURROUNDING THE AASHTO M43' s / B CHAMBERS FROM THE FOUNDATION STONE('A' CLEAN,CRUSHED,ANGULAR STONE NO COMPACTION REQUIRED. I LAYER)TO THE'C'LAYER ABOVE. 3,357,4,467,5,56,57 f\\``53�- a FOUNDATION STONE:FILL BELOW CHAMBERS CLEAN,CRUSHED,ANGULAR STONE AASHTO M43' PLATE COMPACTOR ROLL TO ACHIEVE A FLAT A FROM THE SUBGRADE UP TO THE FOOT(BOTTOM) OF THE CHAMBER. 3,357,4,467,5,56,57 SURFACE." COVER ENTIRE ISOLATOR ROW WITH ADS PLEASE NOTE: GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE 1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY.THE STONE MUST ALSO BE CLEAN,CRUSHED,ANGULAR.FOR EXAMPLE,A SPECIFICATION FOR#4 STONE WOULD STATE:"CLEAN,CRUSHED, H'(2.4 FBI)MIN WIDE INSPECTION PORT ANGULAR NO.4(AASHTO M43)STONE". SC-310 OR SC-740 CHAMBER 2.STORMTECH COMPACTION REQUIREMENTS ARE MET FORA'LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6"(150 min)(MAX)LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION,FOR STANDARD DESIGN LOAD CONDITIONS,A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT.FOR SPECIAL LOAD DESIGNS,CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 5 ETC JP 1/15/18 NO CHANGES THIS SHEET PAVEMENT LAYER(DESIGNEDBY SITE DESIGN ENGINEER) "eQVI1 Yb�'a fiJA aI�a/!'(S��R"/"ta�/1 4a 1��II�1%.w��i[.4y�N�lr�n F�Sj.l��uJ.•Xby+'..'y�c!��1!1�F,I I/4 41y�/9i`I�I�%+�I4I�/i/IIlI;/i/I4Ib_/ibl�l�+4/i...' • .•~"''!��o'�/-iaa'%GCly,�i4ar/s xa�uF 4 ETC JP 12/21/ 17 DD ISOLATOR ROWS ` 811 •#J 11//{NXX'.I !! eJI n P,t kl%1/i.lfll,il n��ilN�lrbllr/II��iIN�IFbII .Q.y'y .`c $ ,Aw. PERIMETER STONE \ '•IIMIz' 'dray"ruI �kY� 'u"n•res � "�j'xd,.1}ry. U'x' b4�b.CU�;4f�.Cb4Fu ll�.4F�ci ''I`b+lr'afi;l 'kha .'Z 3 ETC JP 10/20/17 LOWERED BLDGS EEN NOTE t>tJ *� ,lam/ D ara� u�eccuR B' >R/ 'Z+r.Y'r+ ''a 4_ A! s o s) a a �" 18° .�/s'./err ' 7:a:�::�:a:�:�; all �Uli:11a/r•�Nf'%f'//. �a�lsoo"R�sN (2.4m) �p aq /o iarn n '.I s du,x�n n x III rl'Si>e, 16�,,I a dully°ullbllrullrullxllbllrxll .yb, ti 5g7� END CAP OR 2 DPR JP 11 21 16 PEER REVIEW COMMENTS 8 = _ •If (450 mm)MIN' MAX k'Ra a ••gx..a�Z� -yyJJ�� rn. -`y9'af"+.»'.p'b"k."(.0 1/ic 2iic.2y/ic1/ic�iic.2y/ic I x r rll, y� l MAINTENANCE // (.'�[ II�WtI-pll fn.�aA,I�"h�'.,�JI$&bi I IiF/Ily_�ill�IbF/IiF/Il��ill�IbF/II ..���.. '1A9.a 6"150 min MIN �.m, ) F .I x ��6Q �•� xa 3 'y� �a. <ybcvb+2Y+24bc4 c4/n<YK4bc 4� uy �Y MANHOLE 1 DPR JP 10/20/16 VARIOUS EXCAVATION WALL r,1 A 7'/prd .0 �%I 4M I� t v.ai /IN/IlrbllrntilN llr/ilNilti 11 �. � (CAN BE SLOPED OR VERTICAL) 30" N0.1 BY APP DATE I ISSUE/REVISION DESCRIPTION 1 s o (760 mm) DATE: 9 17 16 DRAWN BY:DPR MJF MANHOLE WWI SCALE: AS NOTED ICHECK BY: PNJ O r ' APPROVED BY: JP L DEPTH STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 6"(150 min)MIN 12"(300 mm)MIN 6)MIN 51"(1295 mm) 12"(300 mm)TYP SUMP DEPTH TBD BY �+: (150 min SITE DESIGN ENGINEER NOTED SC-740 SUBGRADE SOILS (24"[600 min]MIN RECOMMENDED) ISOLATOR ROW END CAP (SEE NOTE 4) HDPE ACCESS PIPE REQUIRED USE 1.SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418"STANDARD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS", FACTORY PRE-FABRICATED END CAP OR ASTM F2922"STANDARD SPECIFICATION FOR POLYETHYLENE(PE)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". TREATMENT 2.SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". TWO LAYERS OF ADS GEOSYNTHETICS DEVICE AND 3."ACCEPTABLE FILL MATERIALS"TABLE ABOVE PROVIDES MATERIAL LOCATIONS,DESCRIPTIONS,GRADATIONS,AND COMPACTION REQUIREMENTS FOR FOUNDATION,EMBEDMENT,AND FILL ISOLATOR ROW DETAIL 315WTK WOVEN GEOTEXTILE BETWEEN MATERIALS. NTS FOUNDATION STONE AND CHAMBERS 5'(ALLOWABLE WIDE CONTINUOUS FABRIC ELEVATIONS 4.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE(ALLOABLE BEARING CAPACITY)OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITHOUT T SEAMS WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 5.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 6.ONCE LAYER'C'IS PLACED,ANY SOIL/MATERIAL CAN BE PLACED IN LAYER'D'UP TO THE FINISHED GRADE.MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER'C'OR'D'AT THE SITE DESIGN ENGINEER'S DISCRETION. DWG:19770SP-DT.dwg T LAYOUT: ®I SHEET:24 OF 30 PROJECT NO.: 19770 LEGEND: NOTES. CONSTRUCTION SEQUENCING(cont) TEMPORARY PER/METER 1. THE PURPOSE OF THIS PLAN IS TO GRAPHICALLY REPRESENT THE PRINCETON AT NORTH \ - _O - I Phone 4 ANDOVER APARTMENT HOMES TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ,F - Phase 4 is the period between base course being installed and s o/pavement and full stabilization of surrounding STRAW WATTLE _ O ♦ -  - landscape areas. 2.THE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES INDICATED ON THIS PLAN r _ \ _ I. Instal/catch basins of low points throughout the site of Tina/rim grades leaving them Z-3 inches above ARE CONSIDERED A GU/DE and SHOULD BE CONSIDERED THE MINIMAL EFFORT REQUIRED. base course e%rotions. TEMPORARY MATERIAL STOCK ADDI770NAL or ALTERNATE MEASURES MAY BE REQUIRED,DEPENDING ON ACTUAL FIELD o ((( - 2 Install silt socks in catch basins. Proposed PILE or LA YDOWN AREA CON01770NS F 3 1'Ring low point catch basins with/f'- stone a minimum of 12'wide and 3-4-high. - _ 4. Periodically clean sediment and rep/ace stone from around low point catch basins and remove and clean silt AV .3 EXIS77NG COND177ONS INFORMATION REPRESENTED ON THIS PLAN IS FROM THE PRO�CT socks prcp-tv TEMPORARY SEDIMENT RA SIN SURVEY - Ir - - -- _ - 5 Catch basins an gradients shall have silt sacks installed and sand tubes placed to bypass these catch basin Mixed Use i� SPECIFIC EXISTING CONDITION"SURY PLAN(,)PREPARED BY T77 ENWRONMENTAL,INC. / L -� s._ to low point catch basin i _ 6. Stabilize landscape areas as soon as possible as directed be%w. 4. THE PROPOSED GRADING,DRAINAGE and STORMWA7ER SYS7EMS REPRESEN7ED ON THIS i I `i i'' -' OG�� .-u _ = 7 Ring all loam stockpiles within paved areas with straw wattles. 1 TEMPORARY STABILIZED PLAN IS FROM PRO�CT SPECIFIC DESIGN,AS/ND/CA7E0 DN THE PERMIT PLANS, �` t' 8. Sweep and clean pa king lots regularly to limit sediment loading. CONSTRUCTIONFP! DeVelO merit ENTRANCE STORMWATER REPORT and SWPPP. - Fr; r p TEMPORARY SEDIMENT BASIN CALCULATIONS LOW POINT a -VOLUME REQUIRED IS BASED ON 3,630 CF PER ACRE (� S, r 001 _ems PHASE BASIN ID UPSTREAM WATFRSHED AREA VOLUME REQUIRED VOLUME PROVIDED -SJLReq�C. 1-1 32 AC 6,000 CF 6,800 CF 800 OF _ -- -/-% - - - \ 0 QL l F) Route 125(Osgood Street) 1-2 32 AC s620CF 10,770 CF 5,150 OF C oN � f� North Andover,Massachusetts 2-1 11.1 AC 8,500 CF 8,750 CF 250 C' c \ / l - J- - / . , JCl 2-2 11.1 AC 8,000 CF 8,279 CF 279 CF - . j- - - Q• -- - 2-3 11.1 AC 2J,910 CF 24,003 CF 93 CF g --_ `- -_ -- 0�= PREPARED FOR: CONSTRUCTION SEQUENCING _ ► J TEMPO P RETAININ ALL sE PrincetonDIMEN7 7 Phone 1 \ (TYP, TEMPORARY B IN 2-3 38 Phase 1 of the construction sequencing is the area tributary to the'I"series wetlands flags at the southeast comer of - A _ - ` the site in the area of the proposed main entrance.This area w/1/be worked prior to any other work performed on site �� /�� 'qsy ► _ _r DIVERSION SWALE 7 \� Properties outside of mobi/izatian and the setting of construction trailers 1. Clear and grub vegetation only in the area of the erosion control line,proposed temporary sediment basin 1-1 and _ - �i�/ -�� the proposed retaining wall and sediment basin 1-2 --- 2 Install erasion controls and construction entrance per plan. J. Construct sediment basin 1-1 and dives/on swa/e ►�� - - -__-- 4. Begin wall fnsta//ation for two to three courses and construct sediment basin 1-2 behind wall as shown on detal in -- - BUILDING PAD E referenced plan. _ N� - 5 Begin fill operation for embankment down gradient of lnh7trotion System 10 to an elevation equal to the base of FILL 8 FEET , the system. 6. Stabilize a//areas down gradient of the wall and/a-and seed embankment. - 7. Proceed with clearing and grubbing of remaining area CB within Phase 1. / __- - o - c� & Maintain and modify as necessary the diversion swo/es and sediment basins as fiY/and wall operations proceed 1 1 1 5 Westford Street,4th Floor / 0 /Phase 2 Lowell,Massachusetts 01851 Phase 2 includes the balance of the site as this area is a//tributory to the'2"and"3'series wetlands. o O - - UTUR I ! 1. Clear and grub vegetation only in the area of the proposed erosion control line,retaining walls and temporary / - _-- ® - q/�F FIN \ l i sediment basin 2-1,2-2 and 2-3. / _ - _-- q(ty F/<TR 2. Instal/erasion controls per plan. q J. Begin wall installation for two to three courses and construct sediment basins and diversion swo%s behind walls as / BUILDING PAD D shown an detail in referenced plop. , - = CB-- - u^��O�� 4. Begin fiYl operation and advance walls higher. / - FILL 10 FEET - - --- - 1■1LH111 5 Stabilize o//areas down gradient of the wall with loam and seed _ _- - _ - ----_. - -- 6. Proceed with clearing and grubbing of remaining area within Phase 2 _- 7. Maintain and modify t necessary the diversion swoles and sediment basins os£ill and wall operations proceed _ _ _ _ ASSOCIATES 8. Protect areasprevent designated for future infiltration systems from sediment or over compaction.These areas should be roped off to prevent excessive vehicular traffic after fill. LOW POINT /-`- -- P 7 -- _- - -- � ---- -- -- Phase3 f-� _- Phase 3 begins when pad sites ore brought to grade and underground stormwater systems and systems piping has been // _ f installed but prior to a base course of pavement being installed. /- __ _- TE-M ORAgi'{ -_--- ®V \ / -- 1. Install temporary shallow sediment basins as required between retaining wall perimeter and system areas to handle - - - _ 'DIVE _-NEB - - Civil Engineers contributing,area at a volume of 3,600 cubic feet per acre. j --  = t _ - 2. As coch basins and area drain inlets are installed protect with silt sacks or other acceptable means to keep a// - sediment from systems.Do not use underground systems to directly receive stormwoter during this phase. _ _- Q - __ - - Surveyors + 3 Protect area over systems until the specified compacted backRI depths have been achieved _T '� -' it rr rr rrr rrr rrr rr rr xrr rrr _ - Land JU y I•S SEQUENCING CONTINUES(TOP RIGHT) ,' l l \\ - r/r - \/ __T�p FIE -- - ri rr r rr rr r rr ri rr rr i rr ri r rr LIMIT OF WORK �- /lV 1j -_ .-.... � � _,---- -__.;_ _------ ---- '®C Wetland Scientists B 2 COURSES 9 t f 4 q�� J ��JQ _ I -- \C S/LT FENCE 7j - SEDIMENT BASIN Q \ 12 STRAW WA TILE1 L E� 315 ELM STREET,MARLBOROUGH,MA 01752 u \ VOICE(508)460-1111,FAX(508)460-1121 WWW.H AN CO CK ASSO CI ATES.COM PORARY 3'FROM FACE OF WALL - 1 DIMENr ASIN 2-1- J --_ - EROSION BARRIER ,£ s ► �/,<.- 1�� -- -- ®C `BUILDING PAD B '- BUILDING PAD C CROSS SECTION FILL 4 FEET _-FILL 8 FEET - 1 / o GIVIt � / U lNG NOT TO SCALE D AAIIV'WATTIE /r FENCE(TYP.) DINT SIN tti - B11EF€ _-" y - C B / ANCE r PORAR � PzoPosEDPIROPEzrruNE FUTURE INFILTRAT ON NO DISTUR -' EDI - - - - - - - - - - A ZRM r I _1_ AT Oi-BUFfER -— O ®r C �-- \ 4 ETC JP 1/15/18 ADD SYSTEMS 2.6&2.7 NO CONSIRIICTION�- 1 / / //_!//// 3 ETC JP 12/21/17 ADD ISOLATOR ROW //////// / 2 ETC JP 10/20/17 LOWERED BLDGS - / �fE'6fdg4('RiLAYDOWN or - �- T/N a MATERIAL STOCKPILE(TYP.) -BUILDING PAD#4 \ 1 DPR JP 11/21/16 PEER REVIEW COMMENTS ( II� MATERI _ - f -11E41PORARY 1A _ - - - -` NO.BY APP DATE ISSUE/REVISION DESCRIPTION BUILDING PAD#3 \ I SEO I r --- - �__{ _ TORAH REA s I BUILDING PAD#2 DATE: 10 20 16 DRAWN BY:DPR MJF BA�IN 1-i _ - - _ _-"\ _ SCALE: AS NOTED ICHECK BY: PNJ APPROVED BY: JP ( 1A4 1A6 TEI"PORARY / �// h / _1 DIVI,RrSI=�N S LE , � �i/i/ /i/i/i DING PAD#1 - ° 0 - EROSION AND 1 100I WETLAND __I a i'__ oo - �UFFEF j If--- - Z // C B - -- °° SEDIMENT CONTROL CB __ — -- 5 PLAN - -__ TE 12 CA VCHB - � - -- O� - NT D _ - R STREET VVIoTO) _ f -- -- - _ - __ - _ TEMPORARY STABILIZED - - �SGQO gLIG_VgRIE TION�'�AN�4250) _ DWc teriosP Esc dw9 �-�- - - -- - - - - `PU yA�TERA / ESC HIGNWA LAYOUT:CONSTRUCTION ENTRANCE(TYP.) - - = - - i.' -- GRAPHIC SCALE: 1 INCH=40 FEET SHEET:25OF 30 - --- -- � 0 20 40 SO 160 x -_ PROJECT NO.: 19770 FRAME&COVER S/E LESARON STORM DANDY SACK' H WP)2 POLE WOODEN POLES RAP POLES TOGETHER AND JOIN DIVERSION RIDGE REQUIRED LK 110 WITH 3"LETTERS'GRAIN" SEWER WHERE GRADE EXCEEDS 2� TER FRAME TO BE SET IN GRATE o0 00 � COUPLER OR GREA FULL BED OF MORTAR 12 1/4"TO 1/2" o000000 00o G 2 MIN.2 COURSES OF O o0 000oLIFT z Proposed MIN.6"THICK ,. RED CLAY BRICKS �00000 \ STRAPS o ROADWAY B17UM/NOUS ' ' TO BE USED FOR CONCRETE COLLAR GRADE ADJUSTMENTS REINFORCED EINFO CORNERS OPTIONAL FILTER FABRIC I I I SEAL ALL OPENINGS OVERFLOW III Mixed Use COMPACT WA TER 77GHT Wl7H PORIS PLACE 6"OF SECT/O/V A A STRUCTURE NON-SHRINK GROUT FABRIC ALONG STRAW BALES,SANDBAGS, BACKFILL TO ® 24'fl"DIA. 5"MINIMUM � ® TRENCH OR CONTINUOUS BERM OF 951'PER ASTM MANAGEABLE BOTTOM, EQUIVELENT HEIGHT. Development D-1557 4,000 PSI.PRECAST 2 FOOT BACK SPILLWAY NO TE Q 48'j-1"DIA. CONCRETE CONTAINMENT TAMP. USE SANDBAGS,STRAW CONFORMING WITH AREA BALES OR 07HER MANHOLE STEPS ASTM C-478, AT 12'"O.0 FOR REINFORCING PER DUMPING SUPPLY WATER TO WASH APPROVED METHODS TO Z AS7M A-185 STRAPS CHANNELIZE RUNOFF TO 8" ` BASIN AS REQUIRED STRUCTURES OVER o " WHEELS IF NECESSARY 6 FEET,R/M TO v I D. INVERT SFOR') INLET T ...`'�PRO TECTEO AREA O I Oyu o SEAL ALL Q MlN = �� F Route 125(Osgood Street) OPENINGS WATER- ai 1 FLOW 77GHT WITH 6" OW--�� ��-- North Andover,Massachusetts NON-SHRINK OUT Z goy FL CONSTRUCTION ENTRANCE 1.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR S/L T FENCE BARR/ER Q 0 2"-3"CRUSHED STONE FLOWING OF SEDIMENT ONTO PUBLIC PREPARED FOR: 6"DEPTH OF 2,CRUSHED STONE ISOMETRIC MEW MINIMUM 6"THICK RIGHT-OF-WAYS.THIS MAY REQUIRE TOP *—UNDISTURBED SOIL OR SUBGRADE COMPACTED TO 95%PER ASTM D-1557 NOT TO SCALE DRESSING,REPAIR ANDAP SEDIMENCLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2.WHEN NECESSARY WHEELS SHALL BE Princeton NO TE CONICAL TOP MAY AL SO BE USED DIVERSION RIDGE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC DRAIN MANHOLE 5D' RIGHT-OF-WAY. Properties MIN. LIMIT OF WORK J.WHEN WASHING IS REQUIRED,IT SHALL BE TYPICAL CROSS SECTION PLAN DONE ON AN AREA STABLIZED W17H CRUSHED NOT TO SCALE SILT FENCE 2 COURSES STONE THAT DRAINS INTO AN APPROVED INLET PROTECTION SEDIMENT BASIN SEDIMENT TRAP OR SEDIMENT BASIN. NOT TO SCALE 12" - TEMPORARY GRA DEL STRAW WATTLE •'' CONSTRUCTION 1115 Westford Street,4th Floor '6 Lowell,Massachusetts 01851 FRAME t2�6UA FRAME TO BE SET IN — E/Y/RANCE/E/f/T LEBAROFULL BED OF MORTAR NOT TO SCALE 3 FROM FACE OF WALL HAN C O CK 6" 12" MIN.2 COURSES OF 2'-5" BRICKS TO BE USED FrfftASSOCIATES U Vu� " FOR GRADE ADJUSTMENTS 12"(M/N.J 6" SNOUT ERGS/ON CONTROL OUTLET CROSS SECTION--- RCP PIPE NOT TO SCALE a Civil Engineers Q� `FLUSH WIIN INSIDE PIPE 0 f'f' J BASIN WALL >24» ----- 4 FQ) " NON SHRINK GROUT OSEE NOTE 4 " Land Sur veyors ors MORTAR ALL JOINTS 16' Z r:-:::.-::.-:.-.-:-- O 0 5" o `::'::::::::::: .-:.-.-.Q:::. Wetland dentists h W S U M/N. P AN W a L 4 000 PSI PRE-CAST W STEPS SEE NOTE 2 CONCRETE TO Q CONFORM WITH ASTM EXISTING GRADE m C-478,REINFORCING 12 M/N. /NSTALLA n01V NO7ES 12"COMPACTED GRAVEL PER AS7M A-185 12"(MIN)RIPRAP COVER1.PREPARE SOIL BEFORE INSTALLING ROLLED ER05YOIV CONTROL PRODUCTS(RECPS),INCLUDING ANY PE PI OVER NECESSARY APPucanoN OF LIME,FERnuzER AND SEED 315 ELM STREET,MARLBOROUGH,MA 01752 . DSO=6"ANGULAR VOICE(508)460-1111,FAX(508)460-1121 __ STONE RIPRAP, 2.BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECPS IN A 6"DEEP X 6"WIDE TRENCH WTH WWW.HAN000KASSOCIATES.COM COMPACTED SUBGRADE OB _ MIN 12"THICK APPROXIMATELY 12"OF RECPS EXTENDED BEYOND THE UP-SLOPE PORTION OF THE 7RENCH.ANCHOR THE CATCH BASIN WITH HOOD �� __ RECPS WTH A ROW OF STAPLESNSTAKES RAPPROAIMA SFARLING.Y 12"APART IN THE BOTTOM IL THE TRENCH. BACKf7LL AND COMPACT THE TRENCH AFTER STAPLING APPLY SEED TO COMPACTED SOIL AND FOLD q REMAINING 12"PORT/ON OF RECPS BACK OVER IRE SEED AND COMPACTED SOIL.SECURE IRE RECPS OVLR THE COMPACTED SOIL WTH A ROW OF STAPLES/STAKES SPACED APPROMU47ELY 12"APART ACROSS THE -. NOTES' TYPICAL CROSS SECTION—NOT TO SCALE EN77RE WIDTH OF THE RECPS 4�NtiEU,t 1. ALL SECTIONS SHALL BE DESIGNED FOR H-20 LOADING. J.ROLL THE RECPS(A.)DOWN OR(B)HORIZONTALLY ACROSS THE SLOPE RECP'S IMLL UNROLL WTH 2�JOSEPH D. Z COPOL YMER MANHOLE STEPS SHALL BE INSTALLED AT 12"0.C.FOR THE FULL DEPTH OF THE STRUCTURE 16 APPROPRIATE SIDE AGAINST 7HE SOIL SURFACE ALL RECPS MUST BE SECURELY FASTENED TO THE SOIL PE'cNOLA o END HOPE PIPE SURFACE BY PLACING STAPLES/STAKES/At APPROPRIATE LOCA nONS AS SHOW IN 7H£STAPLE PATTERN � y J. PROVIDE"V"KNOCKOUTS FOR PIPES WITH 2"MAX.CLEARANCE TO OUTSIDE OF PIPE MORTAR ALL PIPE GUIDE USING THE DOT SYSTEM,STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED � CIVIL u, CONNEC77ONS SECTION DOTS CORRESPONDING TO THE APPROPRIA7E STAPLE PATTERN. No.351 4. JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED BUTYL RUBBER. 4.THE EDGES OF PARALLES RECPS MUST BE STAPLED WTH APPROXIMATELY 2"-5"OF OVERLAP DEPENDING "a ON THE RECPS TYPEHS.` ROCK FILL OUTLET ® 5 CONSECUTIVE RECPS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER ENO(SHINGLE STYLE)WTH AN APPROX/MA IF 3'OVERLAP.STAPLE THROUGH OVERLAPPED AREA,APPROX/MA TELY 12"APART ACROSS NOT TO SCALE THE EN7RE RECPS MOTH IN LOOSE SOIL COND/nONS,THE USE OF STAPLE OR STAKE LENG7H5 GREATER THAN 67 MAY BE NECESSARY TO PROPER[Y SECURE THE RECPS GENERAL NOTES.' �- 33.50" 1.THE ABOVE DETAIL IS PROVIDED BY NORTH AMERICAN GREEN ALL SLOPE STABILIZA77ON PRODUCTS SHALL CONFORM TO THE MANUFAC7URERS 5PE9RC4 7701VS AND/NSTALLA 7701V GUIDELINES 2.ROLLED EROSION CONTROL PRODUCT TO BE Sc1508N BY NORTH AMER/CAN GREEN OR APPROVED EQUAL. \\\/\\\\\\\\\ 18"GRATE \\\\\\/\\\/�` SLOPE STAB/L/ZA T/ON ❑El El El El El //////// / ////////// ISOME7R1C VIEW NOT TO SCALE q El El El El El El //\ \\/ / // / /////\ 3 ETC JP 1/15/18 NO CHANGES THIS SHEET ////////// ////////// \/\/\ \ 12"GRATE /\/\/�\ ❑❑❑❑❑❑ \\//�\j/\\j/\\j/\\j/ \\j/\\j/\\j/\\j/\\\. \//j\//j//j//j// / //////j//j//j� 2 ETC JP 12/21/17 NO CHANGES THIS SHEET ❑❑❑❑❑❑ \ \\\\\\\\\\ \\\\\\\\\\i 1 DPR JP 11/21/16 PEER REVIEW COMMENTS ❑❑❑❑❑❑ /\\//j\\\ 18(MIN.) j� j�/ NO.BY APP DATE ISSUE/REVISION DESCRIPTION 2 12"SQUARE OPEN/NGS ❑❑❑❑❑ / NYLOPLAST BASIN /� .` / \\ \�\\// BACKFILL MATERIAL BELOW AND TO /�\//\\//\\//\\//\ //\\//\\//\\//\\/ SSDATE: I CALE: ASO PRAWN BY: NOTED CHECK BY:DPR PN� SIDES OF STRUCTURE SHALL BE NATIVE SOIL \\//\\//\\//\\ \//\\//\\//\\ APPROVED BY: JP PLAN l7/EW NOTES. AND BE PLACED UNIFORMLY IN12 LIFTS AND 1. FRAME AND GRA TE SHALL BE RA TED COMPACTED TO A MIN OF 90/o % ,// DRAINAGE and o.a8" 24.00" HS-20 LOADING 12"HDPE(MIN.) / BACKFILL MATERIAL BELOW AND TO z375" 2 FRAME AND GRA TE SHALL BE RA TED BICYCLE SAFE. SIDES OF STRUCTURE SHALL BE NATIVE SOIL EROSION .25» AND BE PLACED UNIFORMLY IN 12"LIFTS AND CONTROL » N lc plast COMPACTED TO A MIN OF 90% DETAILS I 0.31"� 2.I r �00» 12"HOPE(MIN.) SHEET y 'i\�%1M,>, / / /\%\%\%X /NL/NE DRA/N DETAILS SECT/ON A—A /\//\//\//\ \ \ \//\ //\/� NOT TO SCALE R DWG:19770SP-DT.dwg CA TCH BASIN FRAME AND GATE \\ \\//\\//\\//\\//\\//\\//\\//\\��\/ PERMIT PLAN- I DT LAYOUT: OF < PRO ECT6N0.:30 19770 /� /� /� /� /� /�\/�\ 8"HOPE(YIN.) � NOT FOR CONSTRUCTION � AWWA C-502 HYDRANT (1)4 1/2»OUTLET ------------------------------ CONSTRUCTION IN AREAS TO 4(2)2 1/2»OUTLETS , 6"0 INLET(TYP.) PLANTED OR UNIMPROVED AREAS CONSTRUCTION IN AREAS TO BE PAVED 6"�INLET(TYP.) (1)5 1/4»VALVE OPENING L7J 6»ID LANDSCAPE 3'MIN CLEAR OUTLET OUTLET Proposed SURFACE RESTORATION PAVEMENT PUMPER NOZZLE TO FACE ACCESS LANE r :i +r� r _ TOPSOIL COMPACTED GRAVEL BASE O O 4'A PVC r 4"0 PVC 6"PVC SDR-35 Mixed Use Z FROM BLDG. SDR-35 FROM BLDG O 5 SAX g g 3"M/N. O L_______________________________J Development 1 M ro � I II I II I II I II I II I II I II I o•.•Q°..°°°•.'� °°°:4.�..°°°•.'4 '�.�6". vV —III — III—III III— FINISH GRADE 10-0» FRAME&COVER S E 17-D Q W —III III—III III—I III—III FRAME&COVER S E m —III—— III—III—III— 1 1 LEBARON LF 246(TYP.) LEBARON LF 246 TYP.) III III III= FIRE HYDRANT DRAIN FRAMES TO BE SET l LAY BACK SIDE SLOPES R 6"NON-RISING STEM FRAMES TO BE SET l FULL BED OF MORTAR N OR PROVIDE S77RUC7LIRAL LOCATED IN BASE OF FLG X MJ AUXILIARY FULL BED OF MORTAR H SUPPORT FOR TRENCH Z HYDRANT VAL I E/N VAL VE BOX CONCRETE MIN.2 COURSES OF 6'A OUTLET M/N.2 COURSES OF 6'D OUTLET OSHA CONCRETE BRICKS FOR Q� O g THRUST BLOCK J CONCRETE BRICKS FOR Route 125(Osgood Street) REQU/REMENTS g GRADE ADJUSTMENTS 2Q Z GRADE ADJUSTMENTS 4"PVC CAP 4"PVC CAP North Andover,Massachusetts W m CONCRETE M✓ LIQUID LEVEL y IAC 6"PVC _LIQUID LEI/EL y SPRINGLINE M✓ FL o FROMVBLDG. SEE NOTE 5 4 PVC TEE SDRP35 SEE NOTE 5 SDR 35 FROM BLDG. 4"PVC TEE THRUST BLOCK + - V o 6"�INLET(TYP) STAINLESS ° HAUNCHING POURED IN PLACE 6"BEDDING ,m ° 6'0 INLET(TYP.) STAINLESS 2"PVC TEE PREPARED FOR: Z j v 2"PVC TEE STEEL CLAMP STEEL CLAMP o°°o°o FOUNDATION STABILIZATION r `-T t= g - - 6" ° WHEN REQUIRED BY ENGINEER 5 ° 12" 12» OTHERWISE PLACE BEDDING ON UNDISTURBED— "__ - N MJ X MJ Princeton SHAPE BEDDING BY HAND EARTH W '' UNDISTURBED NATURAL SOIL X FIG TEE W TO FIT BOTTOM OF PIPE,INSTALL � •� PIPE ON STABLE BEDDING WITH UNIFORM BEARING MIN.3 CU.FT SOLID CONCRETE 6»DIA.DUC77LE IRON SPOOL 1»TAPER(TYP.) y1 UNDER FULL LENGTH OF PIPE BARREL. 2'f CRUSHED ROCK BLOCK PIECE,LENGTH AS READ. 1"TAPER(TYP.) 6"DEPTH OF 3/4" Properties 6"DEPTH OF 3/4" NOTES TO 1-1/2»STONE NOTES• TO 1-1/2»STONE FOUNDA7ON,BEDDING"&BACKFILL MATERIALS NOTES NOTES LIJ PLACE 3/4'�GRADED 1.CONCRETE. 5,000 PSI MINIMUM AFTER 28 DAYS 1.CONCRETE.- 5,000 PS/MINIMUM AFTER 28 DAYS GRANULAR BACKFILL AT L1J NORTH ANDOVER STANDARD:EDDY HYDRANT SHALL OPEN LEFT 2 DESIGN CONFORMS WITH 310 CUR 15.00"D£P TITLE 5 REGS, PIPE MATERIAL HOP,PVC RC,DI OPTIMUM MOISTURE IN 2.DESIGN CONFORMS WITH 310 CUR 1500,DEP TITLE 5 REGS, FOR SEPTIC TANKS. FOUNDA7ON T6J L6J HORIZONTAL,8-DEEP, FIRE HYDRANT ASSEMBL Y 3 ALL REINFORCEMENT PER ASTM C1227-95 J.ALL REINFORCEMENT PER ASTM C7227-93. STABILIZA7ON LOOSE LAYERS,•COMPACT 4.DESIGNED FOR H-20 LOADING. 4.DESIGNED FOR H-20 LOADING. BEDDING L7J L1J TO 957 PER ASTM D-1557. TYPICAL CROSS SECTION 5 TONGUE-&-GROOVE JOINT SEALED WITH BUTYLE RESIN. 5 TONGUE-&-GROOVE JOINT SEALED WITH BUTYLE RESIN. 6.TEES SOLD SEPARATELY. 1 15 Westford Street,4th Floor L2J MINIMUM WIDTH OF TRENCH NOT TO SCALE 6. TEES SOLD SEPARATELY. Lowell,Massachusetts 01851 HAUNCHING LIJ LIJ MEASURED AT THE SPRINGLINE 3000—GALLON GREASE TRAP OF THE PIPE"INCLUDING ANY 2000—GALLON GREASE TRAP INITIAL BACKFILL L7J L7J NECESSARY SHEATHING. NOT TO SCALE PIPE l.D. WIDTH NOT TO SCALE HANCO CK FINAL BACKFILL L4J L4J LESS THAN 27» O.D.t 12" MIN 21"TO 42" O.D.t 24" PIPE COVER L5J 151 GREATER THAN 42"O.D.t 30" NOTE DROP INLET TO DRAIN INTO INVERT. L3J INSTALL PIPE IN CENTER OF 7RENCH. THE INVERT SHELVES AND ASSOCIATES TROUGH SHALL BE BUILT TO L4J IN N PLAED OR UNIMPROVED AREAS"USE ON-SIT£EXCAVATED M FORA FO ACCOMMODATE THE DROP INLET FINAL BACKFILL.COMPACT TO 959 PER A5TU D-1557. IN PAVED AREAS" SET LID AND CONCRETE COLLAR 1/4"TO 1/2»BELOW FINISH GRADE :;`•;;e. OBTAIN ENGINEER APROVAL OF ON-SITE EXCAVATED MATERIALS FOR USE AS GRADE IN PAVEMENT OR OTHER AREAS TO BE PLOWED. BIT.CONC.PAVEMENT FINAL BACKFILL. SET LID 3"ABOVE FINISH GRADE ELSEWHERE LOAM&SEED .. ':-� Civil Engineers SELECT L5J MIN/MUM COVER OVER TOP OF PIPE CAST-IRON LID MARKED"WATER" GrBNJNRA��IV�ESLF BASE PIPE MA7ERIAL HOP"PVC RC,DI FINISH SUITABLE BACKFILL MATERIAL G' AL'T IN 12"LAYERS Land SUYVe}01S 2 TO 959 MAX DENSITY WATER 5=0" 5'-0" .:r.,', SHEETING,IFREQD. g (UNDER ROADS);909 SEWER 4=0» 4=0» CUT OFF MIN.12" o MAX DENSITY FOR LAWNS Wetland Scientists DRAIN 1'-6" 1'-0" ABOVE TOP OF PIPE• 15"0 RCP &CROSS COUNTRY CORE 8"HOLE FOR L6J FOR FOUNDA7ON STABILIZATION"USE 2"+CRUSHED STONE IN PAVED AREAS"24"D/A. &LEFT IN PLACE d DRAIN o , PC CONCRETE COLLAR 6"THICK �_ (MP.T.J THREADED 3"SDR-21 PVC PIPE P/PE TRENCH INITIAL BACKFILL-NO CAP �� USE BARS BOOT O TYLER 6855 SERIES TWO-PIECE e TYPICAL CROSS SECTION SLIDE-TYPE CAST-IRON VALVE BOX STONE LARGER THAN 3" FORCED p°° FLOW 315 ELM STREET,MARLBOROUGH,MA 01752 NOT TO SCALE COMPACT IN 7 3"X 3"TEE 4` VOICE(508)460-1111,FAX(508)460-1121 6"LAYERS TO FINE GRA I/EL-NO /'/ WWW.HAN000KASSOCIATES.COM VAL VE 80X SHALL BE CENTERED STONE LARGER THAN FT FORCE MAIN AND PLUMB OVER OPERA771VG NUT 907 MAX. V,°^g SEWER C DENSITY (M.P.T.J " ° 10""MIN. SEAL A.W.W.A.C509 RESILIENT UNSUITABLE g" VER77CAL 2NF� NOTE- 6» / SEPARA77ON ; jWATERTIGHT EPti a� •°� SEAT GATE VALVE MA1ERlAL TO , � PEZNOA n FOR TEE PROVDE MIN. BE REMOVED THRUST BLOCKING AND COMPACTED SUBBASE _ _ g 04 L } FOR BRANCH SIZE. m WATER MAIN REPLACED WITH EARTH 6'MIN.HORIZ.SEPARA77ON No.381 FINE GRA VEL 4 °= NO.4 REBAR STRAP 2 REQD. M.T.WIDTH=PIPE IDS-F SEPARA7701V+12"EACH SIDE O CONCRETE ANCHOR GA TE VAL VE COMMON SEWER AND DRAIN FORCE MAIN DISCHARGE �� P CROSS SECTION 3/4»EXTERIOR PLY.12"SQUARE TYPICAL CROSS SECTION CROSS SECTION NOT TO SCALE UND/S7URBE0 EARTH MIN.FOR 72"&SMALLER.(MUST NOT TO SCALE NOT FO SCALE BE GREATER THAN OR EQUAL TO PIPE DIAMETER.) NSQUEEN BARRIER j BETWEEN PIPE&CONC. _ \GRADE 12' o Q PRECAST R.C.TEE, 3 ETC JP 1/15/18 NO CHANGES THIS SHEET RISER&ELBOW FINISH GRADE J TO FIT SHALLOW 2 ETC JP 12/21/17 NO CHANGES THIS SHEET �-�=_ _ _ � = MAIN 1 DPR JP PEER REVIEW COMMENTS PLUG N Q ffb REBAR OPEN NO.I BY APP I DATE ISSUE/REVISION DESCRIPTION TEE TEE PLUGGED BEND g (2 REQOJ = CURB STOP m DATE: 10 10 16 DRAWN BY:DPR MJF WATER MAIN o FLOW SCALE: AS NOTED CHECK BY: PNJ GOOSENECK APPROVED BY: JP DIMENSION FOR THRUST BLOCKING II f e TYPE W" C.I.TEE 'SHALLOW»SEWER MAIN RT77NG TEES&PLUGS 90'BENDS 45-BENDS&"Y's" 22 1/2-BENDS II N COPPER 7U51NG SIZES A B A B A B A B u - 2L OPENINGS L I C.I.l RISER 6"MIN. = SEALED WATERTIGHT 4" 1'6" 1'6" I'_6" 1'9" 1'3" 0'6" 1'0" 0'-6" � CORPORATION�� -' GRADE COVER 4" p���� v„ N�NUnN N SHIELD&LAG 6" 2'-0 1-0 1-0" 2'0" 2'-0" 1'3" 7'6" 7'-0" 1'-5" STOP L1J � �2 C.F.3/4'� RISER TO SMH RISER IWATER and 3000 PSI CEMENT REBAR DETAIL WATER MAIN CRUSHED STONE 8" 2'-0" 1'-6" 2'3" 2'-3" 1=8" 1'-8" 1'-0" 1=3" CONCRE7E THRUST ANCHOR 70" 2'6" 2'-3" 2'9" 2'10" 2'-3" 1'-10" 1'-3" 2'-0" NOTES- NOTES VALVE THREADED BRICK TROUGH SEWER DETAILS THRUST ANCHOR SIZE L1J BOX HEX AS REQD. 12" 3'-0" 2'-9" 3�6" 3'-3" 2'-6" 2'-4" 2=0" 1=6" PIPE L1J IN AREAS WHERE STA77C L1J WATER S£RVIC£S LARGER THAN ONE INCH ARE TO BE � 90°C.l.ELBOW SHEET SIZE 22 1/2°BEND 45°BEND PRESSURE EXCEEDS 100 RESTRAINED TO MAIN WITH APPROVED SADDLE. TABLE 14" 3'-5" 3'-0" 4'-0" 3'-8" 3'-6" 2'-4" 2'-0" 2'-3" (IN) 2 COORDINATE BUILDING CONNECTION WITH PLUMBING ORAW/NGS CY CUBE CY CUBE PSI"CONSULT ENGINEER L J 1. TNIS TABLE IS BASED ON 200 P.SI.MAIN PRESSURE AND 2000 P.SF.SOIL-BEARING 6 0.50 2'-4" 0.75 2'-9» FOR REQUIRED BLOCK SIZE TEE *'V t.:�4 4 PRESSURE. ADJUST BEARING AREAS IN ACCORDANCE WITH SOIL CONDITIONS AND 8 0.75 2'-9" 1.50 3'_6' WA TER SERVICE PRESSURES ENCOUNTERED. 10 1.25 3'-3" 2.25 4'-0» TYPICAL PROFILE PVC FORCE MAIN DEEP»SEWER MAIN i Z USE VISQUEEN BARRIER BETWEEN PIPE AND CONCRETE AS SHOWN/N DETAIL ABOVE. 12 1.75 3'-7" 3.25 4'-6" a 3. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS NOT TO SCALE ROD ACCESS DROP SEWER MANHOLE DWG:19770SP-DT.dwg 4. BLOCKING SIZE/FREQUENCY SHALL BE INCREASED IF REQUIRED BY ENGINEER. r—)VERTICAL BEND THRUST ANCHOR CROSS SECTION LAYOUT: ®� � CROSS SECTION THRUST BLOCK SCHEDULE CROSS SECTION PERMIT PLAN- NOT TO SCALE NOT TO SCALE � NOT TO SCALE NOT TO SCALE NOT FOR CONSTRUCTION PROJECT 7N0.:30 19770 NOTE:CONTRACTOR MAY U5E PLASTIC FENCE SHALL BE 5TEPPE12 IN REGULAR INTERVALS AS TREE 9U"IN6 CHAIN IF APPROVED BY L.A. NOTE:TREES SHALL BEAR SAME RELATIONSHIP REQUIRED TO FOLLOW CONTOUR OF FINISH 6RAI CHANNEL(SEE FELON TO FINISHED 6RADE AS IT BORE TO NURSERY COORDINATE STEPPING WITH LANDSCAPE ARCHITECT. PRINCETON REINFORCED NEW RUBBERR,FIELD 6RADE BEVELED CAP WITH HOSE,BLACK,1/2"I.D., P. INSTALL THREE GUYS PER TREE; NOTE:SHRUB SHALL BEAR SAME RELATIONSHIP 8'-0"O.C. 1/2"x 1/2"TRIM EQUALLY SPACED AROUND BALL To FINISHED GRADE AS IT BORE TO NURSERY I"X4"CAP RAIL at OR FIELD GRADE DOUBLE STRAND ATTACH GUYS AT 2/5 HEIGHT OF TREE; 12&A.WIRE TA15TED USE DOUBLE STRAND GALVANIZED STEEL WIRE ROOTBALL NORTH ENCASE WIRE AROUND TREE IN REINFOCED HOSE, TREE PIT SECURE WIRE EN05 WITH MALLEABLE CABLE CLAMPS NOTE:TREE SHALL BEAR SAME RELATIONSHIP 5"x 5"P05T ANDOVER I TO FINISHED 6RADE A5 IT BORE TO NURSERY PROVIDE GALVANIZED TURNBUCKLE5;ONE PER AIRE 3"BARK MULCH IN SAUCER 1/2"SQUARE OR FIELD 6RADE PLANT SAUCER,4"CONTINUOUS I"x 4"BUTTED----> 5"BARK MULCH IN SAUCER VERTICAL 5191111 END CLEAT SECURE TREE WRAPPING ABOVE FIRST BRANCH NO 5AUCFR MERE SHRUBS OCCUR IN BEDS APARTMENT PROVIDE 11(5A)rE 0-<,HANNEL FOR 57AKINO; PLANT SAUCER,4"CONTINUOUS No SAUCER WHERE TREES OCCUR IN BEDS FIN15H GRADE 3 PER TREE,DRILL 70 ACCEPT GUY ARE. *W F BELO'R WR I "'D I5T" -------------- PRIME AND PAINT BLACK. WARNING FLAG 16"ABOVE FINISH GRADE CUT AND REMOVE BURLAP FROM TOP 1/5 OF R007BALL HOMES MAP TRUNK WITH TREE WRAP FINISH GRADE PLANTING 501L MIX:BAICKFILL IN L005E LIFTS OF 5"BARK MULCH IN 5AJY-ER r?"-5"DEPTH.SETTLE WITH THOROUGH WATER 50AKINC, SET ANGLE OF GUYS TO ENTER GROUND AT LIMIT 2"x 4"TOP,MID, in 1H AND BOTTOM RAIL. PLANT SAUCER,4"OONTIWOUS OF BRANCH SPREAD :6 Route 125(Osgood Street) FIN15H z I MOUND OF 501L IN CENTER OF PLANT PIT TO SUPPORT IM� METAL GROUND ANCHORS BALL AT REQUIRED ELEVATION North Andover,Massachusetts CUT 4 REMOVE BURLAP FROM TOP 1,13 Or ROOTBALL CUT AND REMOVE BURLAP FROM TOP 1/5 OF ROOTBALL PREPARED FOR MIN. PLANTINO 501L MIX:BACKFILL IN L005E LIFTS OF PLANTING SOIL MIX:BACKFILL IN LOOSE LIF115 OF DEPTH.SETTLE WITH THOROUGH WATER SOAKING oar b"-5"DEPTH.SETTLE WITH THOROUGH WATERING FINISH GRADE MOUND OF 501L IN CENTER OF PLANT PIT TO SUPPORT 12 MOUND Or 501L IN CENTER OF PLANT PIT TO SUPPORT BALL AT REQUIRED ELEVATION SEE SPECIFICATIONS Princeton MIN. BALL AT REQUIRED ELEVATION FOR FINISHING DECIDUOUS TREE PLANTING AND STAKING EVERGREEN TREE PLANTING TYPICAL SHRUB PLANTING 69-0'CEDAR FENCE ELEVATION Properties ��2j SCALE:N.0 4 SCALE N.T.S. SCALE NJ.& SCALE 1/2*=1'-0" PLAN ANCHOR BOLT SPACING SHALL L16HT POLE BE DETERMINED BY LIGHTING 0 STANDARD MANUI POLE BASE AND COVER 8"X 8"SPLIT FACE I"MINIMUM GRANITE POST,SET PLUMB. 0 1"CHAMFER 1115 Westford Street,4th Floor 4'X 4"WOOD RAILS SCREWED TO Lowell,Massachusetts 01851 8"X8"GRANITE POST,SEE DETAIL. 5/5"FLATTENED IRON FASTENER. GROUNDING LUG LIGHT POLE,SEE SPECIFICATIONS POLE BASE 8'-0-O.C. 1/2"121A.X 2"DEEP DRILLED HOLES 1"CHAMFER I"MINIMUM FINISH GRADE �2 IN P05T FOR FASTENERS.(TYP) FINISH GRADE COMR66TED,5UE*RAI?E HANCOCK COMPACTED 5106RAI MON ANCHOR BOLTS AS REQUIRED 4"RAIL,DIAMOND SET LIM ASSOCIATES BY THE MANUFACTURER ANCHOR BOLTS AS REQUIRED TOP AND BOTTOM RAIL. BY THE MANUFACTURER WE iiii . I M CONDUIT,SEE SPECIFICATIONS CONCRETE FOOTING CONDUIT,SEE SPECIFICATIONS M Civil Engineers m ORr REINr ED CONCRETE BASE REINFORCED CAST-IN-PLACE Land Surveyors M CONCRETE BASE SEE DETAIL#11 FOR ADDITIONAL INFORMATION #6 BARE COPPER GROUND,EXPOSED Hi— �1 1!;a., Wetland Scientists IN 501L FOR VMINIMUM -S. 2'-6" ELEVATION 101 ELEVATION 5 GRANITE POST AND WOOD RAIL FENCE ELEVATION GRANITE POST AND WOOD RAIL FENCE DETAIL ........... PRECAST LIGHT POLE BASE-7`A` PRECAST LIGHT POLE BASE® U 315 ELM STREET,MARLBOROUGH,MA 01752 VOICE(508)460-1111,FAX(508)460-1121 NTS SCALE 1/f V—v Ut SCALE:33/4" 11—V SCALE3/4! 1'—ON WWW.HANCOCKASSOCIATES.COM . Ii i L ORNAMENTAL LIGHT POLE 5PAI VARIES,REFER TO PLAN FOR DETAILS(TYP) SINGLE LUMINAIRE: HEAVY CAST ALUMINIUM FRAME WITH POLYESTER POADERCOAT FINISH ORNAMENTAL LIGHT P05T(TYP) ALUM114UM POST WITH BLACK VINYL ACRYLIC FINISH I. OH 11.10.16 11&CIVIL NO.1 BY IAPP I DATE I ISSUVREVM DEOW71ON DATE: 06/21/2016 DRAWN BY: CCH SCALE: AS NOTED CHECK BY: CCH APPROVED BY: CCH, 8'-0"O.C. SHRUB PLANTINGS,SEE LANDSCAPE PLAN. 5"Xei"GRANITE POST,SEE DETAIL. 4"1 Y40012 RAIL(71(P),SEE DETAIL. LANDSCAPE + LIGHTING DETAILS PY45: LA-MP V.1 2'-D"(TYP) TYPICAL LIGHT POLE AND FENCE ELEVATION 15"BASE DIA.-14"BOLT CIRCLE LAYOUT:PETAIL5 -3 INSTALL AS DIRECTED BY MANUFACTURER FLUSH BASE AT CONCRETE FOOTING SHEET: 28 OF 30 SCALE-N.T.S. SEE DETAIL#T PROJECT NUMBER: 19770 PERMIT PLAN- GENERAL RETAINING WALL NOTES 0 NOT FOR CONSTRUCTION 1. THE PURPOSE OF THIS PLAN IS TO GRAPHICALLY SHOW THE DESIGN AND LAYOUT OF PROPOSED oe AR34LOT RETAINING WALLS WITHIN THE PROPOSED SITE. N TYOFLA - - - - - - - - - - AT AlN 2. THE DESIGN OF RETAINING WALLS WILL BE PERFORMED BY OTHERS.RETAINING WALLS SHOWN �P6 A Proposed HERON ARE FOR CONCEPTUAL PURPOSES ONLY. - - - - - - - - - 2� AT FP8 . . . . . . FP14 J. WALL TYPE TO BE INCLUDED WITH FINAL STRUCTURAL DESIGN. FF/5- Mixed Use A/ 2-P FP.0 Development 2�6' '7 AL/ ► &/1 F-12 Ir AF 17- 2-6 coA VA 2 li- Route 125(Osgood Street) North Andover,Massachusetts A .WALL SUMMARY 3-6 PREPARED FOR: SEGMENT LENGTH HEIGHT AREA TYPE 4 1p--- �/ -117 34 1� C-1 980' 2'to I V 4,900 sf MODULARBLOCK 3-5A )3tGIN Princeton R-1 850' 2'to I V 5 160 sf MODULAR BLOCK ----,-A V A MAP 35 LOT 14 Development LLC R-2 NIf- and 25 COA4AI A Tti R-3 76' 2'to 5' 230 sf MODULAR BLOCK BOOK 13731 PG 276 Forgetta 580' 8'to 12' 5,800 sf lwuuuLAH BLOCK /11 ------ 1AA11,LtC4 AV FF=148 R-4 40' Yto 7' 240 sf MODULAR BLOCK FF=143-5 0/0 Development LLC R-5 75' Xto 16' 750 sf MODULAR BLOCK 0 FF=148 R-6 36' 2'to 7' 144 sf MODULAR BLOCK 0 ------------ MODULAR BLOCK --143,0, 1115 Westford Street,4th Floor R-7 133' 2'to 3' 260 sf Lowell,Massachusetts 01851 R-8 290' 2'to 6' 1,160 sf MODULAR BLOCK 150 R-10 41J 4 iu-f 140 R-1 I I'to 4' 340 sf 7-, MAP 34 LOT 53 HANCOCK 137' MODULAR BLOCK Jtf (I ci NIF + OSGOOD STREET ASSOCIATES FF-143 5 750 A HF REA L TY TRUS T TW 1 - --- -- W BOOK 3288 PG 71 Civil Engineers .......................- -H/� � T A 13 Land Surveyors Wetland Scientists 42 P &W I W,150 W 152 315 ELM STREET,MARLBOROUGH,MA 01752 MAP 35LOT 10 �D VOICE(508)460-1111,FAX(508)460-1121 IVIF ► WWW.HANCOCKASSOCIATES.COM 1-12 Z' A\ 140.8 FF=156 BOOK 1'3422,PG 15 1.0 HJS S.LLC 0 G� k---145 FF=156 j36 FF=150.5 N 51 150.5 BW 150 Q! TW 159 IV/ -�= N 150 I U - 1 1-is-1 'FR POSEDPROPER, 1Z- BUFF 38-4� AT P�0SEAS3AELj.,11zA'Tb/VE NO CHANGES THIS SHEET -E�Oir'os 5 ETC JP 1/15/18 NO CHANGES THIS SHEET A 1160,7 J ETC(;JP I0/20/17 LOWERED BLDGS 2 DPR or 1/21/16 rLLR REVIEW COMMENTS 71 16 VARIOUS FF=153.0 /A 11 1 1 DPR JP 10-10- FF=156 FF=159.0 A FF-161.0 N0.1 BY JAPP DATE ISSUE/REMSION DESCRIPTION n 5 BUFFER ------ DATE: 9/17/16 DRAWN BY: DPR (MO\C�NSTRUC770N) z jog- SCALE: AS NOTED I CHECK BY: PNJ IAPPROVED BY: JP �77 100'P�E7L�VD -1- BuFrLN X 15'. 0 FF-151.5 RETAINING 1,54 WALL LAYOUT N' 19770SP-Walls.dwg 32X CA.I DWG: -6S LAYOUT: GOOD STREET ROLITE 12 RET (PUBLIC-VA RIS WID TH) GRAPHIC SCALE: 1 INCH 40 FEET SHEET:29 OF 30 (1961 HIGHWA YA t 7-ERA 7-10N-BA,'933 PG 170-PLAN#4250) 0 20 40 80 160 PROJECT NO.: 19770 Planting Notes., FP1 PERMIT PLAN- 1)All plant material shall be purchased from a New England nursery and guaranteed by the contractor to be in vigorous growing NOT FOR CONSTRUCTION condition.Provisions shall be made for a growth guarantee of at least two(2)calendar years from the date of installation of the plants.All replacements shall have a guarantee equal to that stated above. 2)insofar as it is practicable,plant material shall be planted an the day of delivery. In the event this is not practicable,the Site / , / \ Contractor shall protect and water stock not planted in consultation with the nursery. Under no circumstances shall plants remain 0 unplanted for longer than a J day period after delivery to the site. NOTICE 0 J)Quality and size of plants,spread of roots,and size of balls shall be in accordance with ANSI 260(REV1980)'American Standard for Nursery Stock"as published by the American Association of Nurserymen,Inc. I-'/ // DH FP3 OF INTENT 4)Planting operations shall be performed by hand and during periods within the planting season when weather and soil conditions are (FND) HELD + suitable. This is typically between April 15 and June 15 and September 15 through November 15. Plants shall not be installed in '1266 0 VA FP4 topsoil that is in a muddy or frozen condition. The Site Contractor shall be responsible for re-setting any plants that become AMP 34 L 0 T 24 A dislodged or uprooted as a result of frost heaves or other environmental factors during the first two growing seasons. + NIF FP5 5)Set all plants plumb and straight. Locate plant in the center of the pit. CITYOFLAWREN-CE-- Proposed Buffer Zone Restoration Plantins A 11 Route 125(Osg g ood Street) AIRPOR7�COOSSION TA Plant Quantity (6 feeton Si- F, North Andover,Massachusetts center) I DH Restoration Area 1 i (FN4?) (772 s.f.) 0 Quaking Aspen :11 4 to 6 feet FP7 PREPARED FOR: (Populus",nuloides) : 0 Yellow Birch 11 4 to 6 feet ----A V VA FP6 (Retula alleghaniensic) Princeton Restoration Area ♦2 VA 13Y DH 0 + Quaking Aspen 25 BUFFER Z NOE A 1p 4 t.6 feet (FND) Ok� FP9 tTemuloid�l To Yellow Birch 25 4 to 6 feet 2-6 2- RA TION 'Betula alleghaniensis) 't —A-REA 2 0 0 Properties RES TORA TI ON 0 TOTAL:72 -123,7 T 1,76 0±'SF- 123,0 2-6 + 10 ► /I/i _ f J,' \. 1115 Westford Street,4th Floor Lowell,Massachusetts 01851 1266 + Z 4? 124.7 /a, -- ./, "": - + ♦q7 Cj A 2-12 HANCOCK 126. �51 -1 ASSOCIATES .......... 0 2-W 24 r f1 ' / 0 .................. & 2 U ............ 0 Civil Engineers 3-2 ► 2-U 4— Land Surveyors '00 ---------- 2-4 Wetland Scientists A ........... 3-6 ...... 90,-, 0 +1112 134.0 '4 + 3-5 V 3-4 A 3 A 138.9 315 ELM STREET,MARLBOROUGH,MA 01752 + VOICE(508)460-1111,FAX(508)460-1121 0/ SB-17 WWW.HANCOCKASSOCIATES.COM BUFFER ZONE RESTORATION A AREA 7 = 772-± SF396 N� JOSEPH D.' 0 +131.4 PEZNOLA 145.6 CIVIL 'A f S W-201 0 SB-16 MOUND, 0 (MA T SB-18 'A' L L C 131.3 FRIA L +1405 140.5 4 276 0 0 ou� VA'RIES) 0 0 46.0 100 SW2,t- -XIS-TAM3 sw-19 0 R/",r-7/ C I 0 PARCEL I- T-31-1 �T SB-15 +K171 2 ETC JP 1/15/18 NO CHANGES THIS SHEET 170,701 59 1 DPR JP 11/21/16 PEER REVIEW COMMENTS + NO.1 BY iAPP I DATE I ISSUE REMSION DESCRIPTION 3.918AC± X '`1 DATE: 11 '6 DRAWN BY: DPR L NOTED CHECK BY: PNJ '40 SCALE: �SIAPPROVED BY: JP SW-18 Z T32-3 �42 0 ----------- +1-7 +1431 BUFFER ZONE RESTORATION ti AREA 16 SW-17 + +-4 SB-14 DWG:19770NOI-BUFFER ZONE.dwg +144.6 LAYOUT: ET 144 GRAPHIC S6/LE: 1 INCH 20 FEET SHEET:30 OF 30 1 0 10 20 40 8D PROJECT NO.: 19770