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HomeMy WebLinkAbout148 Main Street RDA Site Plan REV-1 (2024 11 20) - Plans - 11/20/2024 EAav_. _ 11 �# sh c �rdTE 11 I i AINGE EROSION AND SEDIMENT CONTROL REQUIREMENTS I .- -1 p E. EXCELSIOR BLANKET. CURLED WOOD FIBER ON PHOTODEGRADABLE EXTRUDED PLASTIC MATRIX, 80% OF tf , . � z ' •} FILTER "DIRT" BAG {SIZE TO BE DETERMINED) DEWATERING PRACTICES: �� - ,, � ,, FIBERS 6-INCHES LONG OR LONGER, WEIGHT 0.975 POUNDS / SY, CONTAINING NO CHEMICAL ADDITIVES. THE DEWATERING OF GROUNDWATER OR ACCUMULATED STORMWATER P' �� ,`` _ PART 1 - GENERAL USE CURLEX I BLANKET BY AMERICAN EXCELSIOR COMPANY, OR APPROVED EQUAL. f// FROM EXCAVATIONS, TRENCHES, FOUNDATIONS, VAULTS OR OTHER TER ,, ;. ,� _ ; ,, �_IS/ -= ,�. "PC- _" SIMILAR POINTS [S PROHIBITED WITHIN THE DEVELOPMENT UNLESS ,Par . : i =w � r ' ' ,° , ��.I, F. ROCK RIPRAP: SOUND, ANGULAR, 6-INCH MINUS PROCESSED ROCK, BLAST ROCK, OR TAILINGS. UNDISTURBED +.' xa 1.01 SUMMARY STRAW BALE BED THE DISCHARGE IS FIRST EFFECTIVELY MANAGED BY APPROPRIATE A°_ + ,. 0`, I , A. FURNISH, INSTALL, AND MAINTAIN TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL G. CRUSHED STONE: SOUND, ANGULAR, 2-INCH MINUS PROCESSED CRUSHED STONE NATURAL GROUND *�-tT ---- • +++ •--+- - �ja. � 3 � ; ,u CONTROLS, SUCH AS BUT NOT LIMITED TO SEDIMENT BASINS OR t MEASURES, SUCH AS, BUT NOT NECESSARILY LIMITED TO, HAY BALE AND SILT FENCE BARRIERS, RIPRAP, PART 3 - EXECUTION TEMPORARY SINGLE NET SEDIMENT TRAPS, SEDIMENT STACKS, DEWATERING TANKS, TUBE L� _- V , ' - vv `� }'° l il J` kii DIVERSION CHANNELS AND BERMS, CHECK DAMS, STRATEGICALLY LOCATED STOCKPILES, SEDIMENT 3.01 THROUGHOUT CONSTRUCTION STRAIN BLANKET (NAG S75 SETTLERS, WEIR TANKS, DEWATERING STRUCTURES OR FILTRA114N T,vJR ." - I 'ttrt � , '_` " " A. DEVISE WORK SEQUENCE SO AS TO LIMIT DRAINAGE AREA THAT IS TRIBUTARY TO DISTURBED AREAS. OR APPROVED EQUAL) SYSTEMS SUCH AS BAGS OR SAND FILTERS . P,j� - = I. I _ - - Y - BASINS, MULCH, AND SEED MIX (HEREINAFTER CONTROL MEASURES ) ADEQUATE TO PREVENT THE ( ) v DEVISE, EMPLOY, AND MAINTAIN CONTROL MEASURES SUCH AS DIVERSION CHANNELS AND BERMS, r CONVEYANCE OF EROSION PRODUCTS (E.G. SOIL, MULCH, SOD) OFF SITE, OR INTO ENVIRONMENTALLY F -, 8" MIN. _ SENSITIVE AREAS, OR INTO AREAS WHERE WORK WILL BE ADVERSELY IMPACTED. ENVIRONMENTALLY STRATEGICALLY LOCATED STOCKPILES, AND SEDIMENT BASINS TO SUBDIVIDE DRAINAGE AREAS INTO AT A MINIMUM THE FOLLOWING REQUIREMENTS MUST BE MEET -.0 SMALL, MANAGEABLE SUBAREAS, THEREBY MINIMIZING RUNOFF AND THE POTENTIAL FOR EROSION. DURING DEWAIERING ACTIVITIES: 1. '° _' SENSITIVE AREAS INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO, WETLANDS, TRIBUTARIES TO 3�- B. MAINTAIN BARRIER AT LIMIT OF WORK AND PROTECT EXISTING VEGETATION FACILITIES OUTSIDE OF DO DT DISCHARGE VISIBLE FLOATING SOLIDS OR FOAM' � St ° - WETLANDS, WETLAND BUFFER ZONES, INTERMITTENT AND PERENNIAL STREAMS / RIVERS, AND THEIR / SEC110N A-A 5 MIN • USE AN OIL-WATER SEPARATOR OR SUITABLE FILTRATION = w_ ' ATTENDANT BUFFER ZONES. LIMIT OF WORK. ALL SIDES Coyne * , DEVICE SUCH AS A CARTRIDGE FILTER THAT IS DESIGNED TO �n Pack t { ,� �� 1- 1. REFER TO DRAWINGS FOR LOCATION AND DETAILS OF CONTROL MEASURES REQUIRED TO COMMENCE C. MAINTAIN SPARE MATERIAL STOCKPILES FOR IMMEDIATE EMPLOYMENT / REPAIR / EXPANSION OF REMOVE( OIL, GREASE OR OTHER PRODUCTS IF DEWATERING � n `_ ' j =4t vq WORK. 1HESE CONTROL MEASURES WILL BE ADEQUATE ONLY FOR VEGETATION CLEARING. THE CONTROL MEASURES. AT A MINIMUM, SUCH MATERIALS SHALL INCLUDE HAY BALES, SILT FENCE AND WATER IS FOUND TO CONTAIN THESE MATERIALS; _ 1 , - ; i " . _ �p INSTALL STRAW BALE H ,�- £1T� 1 DRAWINGS ARE NOT INTENDED TO GRAPHICALLY DEPICT ALL CONTROL MEASURES THAT WILL BE STAKES, AND CRUSHED STONE. 1 STRAW BALE MIN TO THE EXTENT FEASIBLE, UTILIZE VEGETATED, UPLAND AREAS -; - '� _ BED ON NATURALS- f€1 OT*. ' - REQUIRED TO MEET THE REQUIREMENTS DESCRIBED IN 1.01.A. D. INSPECT AND MAINTAIN EFFECTIVENESS OF CONTROL MEASURES BY REPAIRING AS NECESSARY TO UNDISTURBED GROUND OVERLAP ON ALL SIDES OF THE SITE TO INFILTRATE DEWATERING WATER BEFORE Z _ ; _ x 2.DEVISE AND EMPLOY CONTROL MEASURES THROUGHOUT THE DURATION OF PROJECT, OVER ALL AREAS ENSURE INTENDED FUNCTION; BY SUPPLEMENTING AS NECESSARY FOR ADEQUATE EXTENT; BY REMOVING DISCHARGE. IN NO CASE WILL SURFACE WATERS BE � # n, ; j - TRAPPED PRODUCTS OF EROSION AS NECESSARY TO MAINTAIN EFFECTIVE TRAP VOLUME. ❑ `�` �' `` CONSIDERED PART OF THE TREATMENT AREA; ua y' ��.. -,` DISTURBED OR UNDISTURBED BY CONSTRUCTION, AS NECESSARY TO MEET THE REQUIREMENTS •© • , .� :❑ • , o •❑ - a FILTER "DIRT" BAG (SIZE TO . AT ALL POINTS WHERE DEWATERING IS DISCHARGED, VELOCITY T £, DESCRIBED IN LO1.A. E. LIMIT EXTENT OF WORK AREA SO THAT ALL DISTURBED AREAS CAN BE STABILIZED WITH CONTROL :rt� ? _ - - .`� .t ."�-r BE DETERMINED) DISSIPATION MEANS AND METHODS SHALL BE FOLLOWED TO of 3.DEVISE AND EMPLOY TEMPORARY CONTROL MEASURES AS NECESSARY TO MEET THE REQUIREMENTS MEASURES WITHIN A 24-HOUR PERIOD. 5' MIN ❑ PREVENT EROSION; " ¢ it 9 " -$ DESCRIBED IN 1.O1.A, WHILE ALLOWING WORK TO PROCEED IN AN EFFICIENT, COST EFFECTIVE MANNER. F. INSTALL CONTROL MEASURES AS SOON AS PRACTICABLE AFTER EACH MANAGEABLE PORTION OF 11 • HAUL BACKWASH WATER OFF SITE FOR PROPER DISPOSAL OR LOCUS MAP 4.DEVISE, EMPLOY AND MAINTAIN CONTROL MEASURES UNTIL SUCH TIME AS THE ENTIRE SITE IS EARTHWORK IS COMPLETE. EMPLOY TEMPORARY MEASURES AS NECESSARY TO STABILIZE DISTURBED TEMPORARY SINGLE NET RETURN IT TO THE BEGINNING OF THE TREATMENT PROCESS; AREAS, EVEN WHERE SUBSEQUENT CONSTRUCTION OPERATIONS MAY REQUIRE RE-DISTURBANCE. ❑ ❑ STRAIN BLANKET NAG S75 . REPLACE AND CLEAN THE FILTER MEDIA DEVICES USED IN 1" = 2,fl00' PERMANENTLY STABILIZED BY ESTABLISHED VEGETATION, FINISH LANDSCAPE MATERIALS, PAVED ( / SURFACES, AND/OR ROOF AREA. G. WHEN INTENSE RAINFALL IS EXPECTED, CONSIDER, DEVISE, AND EMPLOY REINFORCING CONTROL OR APPROVED EQUAL) DEWATERING WHEN THE PRESSURE DIFFERENTIAL EQUALS OR 5.ONCE THE SITE IS PERMANENTLY STABILIZED AND CERTIFIED AS SUCH BY ENGINEER, REMOVE MEASURES PRIOR TO THE RAINFALL EVENT TO MEET THE REQUIREMENTS DESCRIBED IN 1.01.A. IF A • .:❑ _` A EXCEEDS THE MANUFACTURE'S SPECIFICATIONS; AND TEMPORARY CONTROL MEASURES WHILE PROTECTING STABILIZED SURFACES. NECESSARY, EMPLOY TEMPORARY CONTROL MEASURES ON MATERIAL STOCKPILES TO COUNTERACT 1 , 11 • UNCONTAMINATED, NON-TURBID DEWATERING WATER SHALL ELEVATION DATUM 1.02 SUBMITTALS POTENTIAL SEDIMENT TRANSPORT DURING INTENSE RAINFALL. Ld•,` •❑ NOT BE DISCHARGED WITHOUT BEING ROUTED THROUGH A DATUM: NGVD1929 -q- B.M. NO.1 A. SUBMIT PRODUCT DATA, WARRANTY, AND TEST REPORTS AS INDICATED ON THE DRAWINGS. H. WHEN VEHICLE REFUELING IS REQUIRED ON SITE, CONDUCT REFUELING OPERATIONS OUTSIDE OF , CONTROL AREA UNLESS APPROVED BY THE CONSERVATION L03 QUALITY ASSURANCE ENVIRONMENTALLY SENSITIVE AREAS. , : - � ❑❑ ❑ WOODEN STAKE OR RE@AR COMMISSION OR ITS AGENT. A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS FROM ACCEPTABLE L PROPERLY DISPOSE OF DEBRIS, SOLID WASTE, TRASH, AND CONSTRUCTION WASTE / BYPRODUCTS OFF © DRIVEN THROUGH EACH BALE ASSESSORS REFERENCE SITE (2 STAKES PER BALE) MANUFACTURERS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ASSESSORS MAP 40, PARCEL 4 ACCORDANCE N MANUFACTURER'S INSTRUCTIONS. J. SWEEP ON-SITE PAVED AREAS AND OFF-SITE STREETS AS NECESSARY TO PREVENT SILT AND DEBRIS 5' MIN PROPERTY OWNER: SUTTON POND CONDOMINIUM TRUST B. CONFORM TO CONDITIONS OF APPROVAL ISSUED BY REGULATORY AGENCIES INCLUDING, BUT NOT ORIGINATING ON SITE FROM ENTERING CLOSED DRAINAGE SYSTEMS AND / OR ENVIRONMENTALLY 148 MAIN STREET NECESSARILY LIMITED TO, LOCAL PLANNING BOARD, CONSERVATION COMMISSION, BOARD OF SELECTMEN, SENSITIVE AREAS. PLAN VIEW NORTH ANDOVER, MA BOARD OF HEALTH, PUBLIC WORKS / HIGHWAY DEPARTMENT, STATE ENVIRONMENTAL PROTECTION 3.02 SITE PREPARATION AND ACCESS HOSE FROM PUMP A. WALK SITE AND IDENTIFY LOCATIONS OF LIMIT OF WORK AND ENVIRONMENTALLY SENSITIVE AREAS. NOTES: DEPARTMENT, AND U.S. GOVERNMENT, ENVIRONMENTAL PROTECTION AGENCY. WHERE CONDITIONS OF [1] LIMIT 1 DISCHARGE HOSE PER BAG REGULATORY APPROVAL DIFFER FROM REQUIREMENTS CONTAINED HEREIN OR ON THE DRAWINGS, COMPLY ESTABLISH CONSTRUCTION STAGING AREA, LOCATED BEYOND ENVIRONMENTALLY SENSITIVE AREAS. WITH THE MORE STRINGENT REQUIREMENT. B INSTALL CONTROL MEASURES AS SHOWN ON THE DRAWINGS, INCLUDING THOSE DEFINING THE LIMIT OF TEMPORARY DEWATERING STRUCTURE WORPART 2 - PRODUCTS C. LIMIT VEHICULAR TRAFFIC TO AND FROM SITE TO MINIMIZE TRANSPORT OF SEDIMENT. NOT TO SCALE 2.01 MATERIALS 3.03 CLEARING, GRUBBING, AND STRIPPING A. STRAW WATTLES: 100% WHEAT STRAW WITH NATURAL BIO-DEGRADEABLE JUTE NETTING. MINIMUM 9-INCH A. SCHEDULE GRUBBING AND STRIPPING TO OCCUR IMMEDIATELY PRIOR TO EARTH DISTURBANCE. DEPENDING DIAMETER AND 10 FEET LONG. USE 12-INCH OR 20-INCH DIAMETER WATTLES TO PROTECT LARGER ON SITE AREA, CONSIDER MULTIPLE GRUBBING PHASES, SEQUENCED TO TAKE ADVANTAGE OF THE UNSTABLE AREAS. EROSION PREVENTION POTENTIAL OF EXISTING VEGETATIVE COVER. B. MINIMIZE THE AREA OF EXISTING VEGETATION REMOVED WHEREVER POSSIBLE. B. SILT FENCE: NON-WOVEN, UV-RESISTANT, POLYPROPYLENE FABRIC, FLOW RATED AT 10 GPM/SF C. LOCATE AND SIZE STOCKPILES TO MINIMIZE EROSION POTENTIAL, TAKING ADVANTAGE OF TERRAIN SLOPE MINIMUM, GRAB TENSILE RATED AT 124 POUNDS MINIMUM, WITH INTEGRAL STAKE LOOPS, AND HARDWOOD AND ASPECT, WHERE APPROPRIATE. STAKES. USE NO. 2130 BY ADCO FABRICS & FIBERS, OR APPROVED EQUAL. D. PROTECT PROCESS TIMBER, STUMPS, SLASH, AND ON, INCLUDING ROOT SBR SHSSOEYOND ASS TO�PROTECT ENVIRONMENTALLY SENSITIVE AREAS RE-PAVINGI T OF OFOSED EXIISTI G CUT / PLAN REFERENCES C. MULCH: ORGANICS INCLUDING HAY, PROCESSED PINE / HEMLOCK TWIGS AND NEEDLES. AND INSTALLED CONTROL MEASURES. PROPERLY DISPOSE OF EXCESS OFF SITE. BURIAL OF STUMPS ON BITUMINOUS CONCRETE PAVEMENT 1. "SITE PLAN OF THE SUTTON POND CONDOMINIUM" AS PREPARED BY D. SEED MIXES: PERENNIAL RYEGRASS, KENTUCKY BLUEGRASS, AND / OR FINE FESCUE, DISEASE SITE IS PROHIBITED. N CHRIS11ANSEN & SERGI. DATED SEPTEMBER 1, 1993. RESISTANT. NON-MAINTAINED AREA OPTION - ANNUAL RYEGRASS COMBINED WITH MEDIUM RED CLOVER. PROVIDE INLET PROTECTION FOR EXISTING AND 2. "DAM MAINTENANCE - OSGOOD POND DAM" AS PREPARED BY GOLDSMITH, PROPOSED CATCH BASINS (ONCE INSTALLED) PREST & RINGWALL, INC. DATED MARCH 2O21. JOB NO. 191101. 11 UNTIL PAVING OPERATIONS ARE COMPLETED. 3. "WPA FORM 5 - ORDER OF CONDITIONS" AS ISSUED FOR 146 & 148 MAIN . �' (TYP. OF 4) STREET, NORTH ANDOVER, MA BY THE NORTH ANDOVER CONSERVATION f- COMMISSION. DATED OCTOBER 4, 2021. MASSDEP FILE #242-1810. � - I • `f REMOVE AND REPLACE EXISTING 1" REBAR FOR CATCH BASIN WITH DEEP SUMP BAG REMOVAL 1r- � HddpEp CATCH BASIN. EXISTING CONDITIONS NOTES: FROM INLET �$ MILL AND OVERLAY EXISTING BITUMINOUS �� ,. MAINTAIN EXISTING RIM & INVERT 1. EXISTING CONDITION INFORMATION BASED ON AN ON-THE-GROUND MA 4Q Z,IX, CONCRETE PAVEMENT WITHIN LIMIT OF SAWCUT _r ELEVATIONS FOR PROPOSED TOPOGRAPHIC PERFORMED BY GOLDSMITH, PREST & RINGWALL, INC. DATED PARCEL 4 - �, STRUCTURES. (TYP. of 3) JULY _� _ 2. EDGE 20F 2023. DELINEATED BY MATTHEW S. MARRO ENVIRONMENTAL ,, ," `.. z _ INSTALL TEMPORARY CAP FOR EXISTING y v y =� � �` PIPE(S) DURING REPLACEMENT AND - - %� . t 3. FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE STUDY, ESSEX INSTALLING F NEW CATCH BASIN O TG COUNTY, MASSACHUSETTS, COCHICHEWICK BROOK. DATED JULY 19, 2018. OVERFLOW - _. _ TEMPORARY CAP SHALL BE REMOVED FROM I" } - _ r, Y -%­1 I � > ` PIPE(S) ONCE CONNECTION(S) INTO THE SILTSACK0 _ - ,. ,_� F I I / NEW STRUCTURE HAS BEEN ESTABLISHED - f ti _ DRAWING ISSUED FOR: DUMP 11 . 1 _,- f 11 I LOOPS � � < f � _ ,� v �, - _' , N R ❑ CONCEPT ❑ CONSTRUCTION R``cF"4s� - NORTH ANDOVER ` ", -, t ` ��r. co C - � AVALON LLG o`) LIn H SOT _ .. -- - �. ', - " �A�� � 1 � � ■ PERMIT ❑ CTION � TIV A OVERFLOW LIFT HANDLES RECORD \, � � � ' E - FEAIURE CIVIL :T \`r`,. _ _-` i v No.55 7 \ � � � � - -," ,_ = - \ _- __ €` THIS DRAWING MAY NOT SHOW CONSTRUCTION �' A , % <" s G :_ %" r DETAILS AND SPECIFICATIONS FOR ALL PROPOSED S.S GALVANIZED �'; /'f � - _ •,�," `' EXISTING PAVEMENT MARKINGS SHALL BE STEEL FRAME l t 1 - -. IMPROVEMENTS, AND MAY NOT IDENTIFY ALL :�A_ -:, RE AFTER RE-PAVING WORK CONSTRUCTION WORK ITEMS/AREAS OF r6 - " -_ `�r - ,> g =� .__ - 11 r _ CONTRA JURISDICTION. t CTOR t � _. M THE PROFESSIONAL INLET F1L1ER BY SF2 % _,. INLET AND PIPE 1 \. 3 _ ,\y,- 1 a{ z -< PROTECTION, INC. � . - -� ' `` � 03{13), lli ., -• � `�, = ENGINEER'S PER 250 MRESPONSIBILITYEAQLLOWING BOUNDARYE EXCLUDED INFORMAl1ON; o0CAl1ON OF EXISTING OR APPROVED EQUAL u f I ' R - - r TOPOGRAPHY OR SIMILAR FEATURES; DESIGN OF STAINLESS STEEL 4= ` _\ _-1 , - ,_ __ ,, \ iT. iC. PAVc4.#ENT' LOCKING BAND <-- GEOTEXIILE FILTER BAG < ,\ _ - , e eon = '; `I "I \ -- _- - -- _ - ra f NF R D '- `WITH REI 0 CE . - -" � _ �_, RETAINING WALLS PROPRIETARY EQUIPMENT SEE EXISTING CONDITION MOTES f- ", POLYESTER OUTER MESH - - , ( , -_ -` - , 3 l% - � - , - ,. i NOTES: µ T4ft - _ - - REMOVE AND REPLACE f 1 - , i I � 1 11 20 24 LT LT CONSERVATION COMMISSION REVIEW COMMENTS [11 GLEAN INLET PROTECTION WHEN 3D% FULL - 11 E ' g EXISTING SPEED BUMP / / [2] BURLAP IS NOT AN ACCEPTABLE GEOTEXTILE `' - -- - E , I IN KIND (TYP. OF 3) F . --,.,_ - f 1, - ­ I \ NO. DATE BY APP. REVISION DESCRIPTION _� t - _ t �s v INLET PROTECTION 7 ` '- `� m; cam « ` -> 4 K _ e�. ,a t TYPICAL CROSS SECTION = of _ t i NOT TO SCALEI -1 ;I moo; _ s- • Ifl u _eq Engineering n Solutions �, ��� � = __ for Landl& Structures v � ,` F� INSTALL SILT FENCE j `\ „ T - z t e , � � - - 11 LIMIT OF PROPOSED SAWCUT / STRAW WATTLE BARRIER (TYP.) I ,, ,.'� ` RE-PAVING OF EXISTING - 1 1, - ___ BITUMINOUS CONCRETE PAVEMENT � __<: �- - :..F a/� IT PRIEST 8c RINGWALL INC. y, _ _ , r GOLDSMITH, , _ _ - ` ff s" �a 4 �' t Jr�. �¢ " `,, 39 MAIN STREET,SUITE 301.AYER,MA 01432 'y - - � - ,= Lj - - "' �� CIVIL ENGINEERING • LANDSURVEYING • LA A �, LEBARON LF248-2 FRAME AND I- rND CANNING ' , ' r - VOICE:978.7721590FAX978.772.159kP F- CAPE COD BERM/SLOPED GRANITE CURB \ r GRATE {dR APPROVED EQUAL) v _ - -_ - s www. r inc.com a . � PAVEMENT WOOD SILT FENCE - �, ` - . -� -ai IIIII POST FILTER FABRIC - , FRAME TO BE SET IN - - - ,, - i FULL BED OF MORTAR ADJUST TO GRADE Wj CONCRETE -_ 11 _ /� COLLAR OR BRICK (2 COURSE 9" DIA. STRAW WATTLES, REQUEST FOR A DETERMINATION MIN, 3 COURSE MAX) NOR1H AMERLCAN GREEN MODEL ,. r � 8" PRECAST REINFORCED 24"t1" DIA ; z �- _. WS925 oR APPRovED EQUAL r �� I OF APPLICABILITY ._ CONCRETE TOP SLAB = a *� - - � _ SEAL ALL OPENINGS WATERTIGHT o z 48't1" DIA I - COMPACT EXCAVATED �' �,, �-y COMPACT STRUCTURAL WITH NON-SHRINK GROUT -1, � �� w N MATERIAL ON UPSLOPE SIDE .� __ \ � BACKFILL TO 95% PER (n cz �> FLOW3 �F. coc. S I TE PLAN N ASTM D1557 ZE > �' � PAVEMENT , - I > OUTLET PIPE 4-"_ SAWCUT EXISTING PAVEMENT AND 4 I v =� '=1 /_ am LOWEST INVERT 12" MIN __ 11 i 3" MAX _ VERTICAL SUR�CES O ALL _ z� \ \ �, . SEAL ALL OPENINGS WATERTIGHT �` �\ LIMIT OF PROPOSED SAWCUT / z c� - r WITH BUTYL RESIN TOP COURSE -� �--EXISTING PAVEMENT RE-PAVING OF EXISTING V) w o SET WATTLE IN BINDER COURSE- " -, \ vy BITUMINOUS CONCRETE PAVEMENT q - 2-3" DEEP TRENCH I= I �S MAIN STREET j m Q LEBARON 'SNOUT` OR GRAVEL BASE REGOMPACT EXISTING � I W APPROVED EQUAL BASE MATERIAL NORTH ANDO VICR� MA 5" MIN 6" WIDE x 6" DEEP TRENCH GRAVEL SUBBASE�"� 11� �s .s WITH COMPACTED BACKFILL =:�---i fXiS11NG SU68ASE H z 'll 6" MIN SUBGRADE ; MATERIAL N f F w 6" 24" W40D STAKE, � � a UNDISTURBED NATURAL SOIL OR - RCG WEST MILL NA LLC MIN ' ' 3-4 FT O.C. SUBGRADE COMPACTED TO 95% ts , _; d 6" DEPTH, 1X" MINUS NOTES: [1] FLEXIBLE PAVEMENT REMOVAL SHALL BE INITIATED BY MAKING A FULL-DEPTH - � c� CRUSHED STONE MAXIMUM DRY DENSITY (MODIFIED [1] INSPECT AND REPAIR FENCE AFTER EACH STORM VERTICAL SAWCUT AT THE LOCATIONS INDICATED ON THE PLANS. SAWCUTS PREPARED FOR: o � PROCTOR) PER ASTM D1557 EVENT AND REMOVE SEDIMENT WHEN NECESSARY. SHALL BE ACCOMPLISHED USING A STANDARD DIAMOND-TYPE BLADE SAW. `- GRAPHIC SCALE BUTTON POND CONDOMINIUM TRUST j NOTES: [2] TRAPPED SEDIMENT SHALL BE REMOVED TO A [2] IF SAWCUT IS WITHIN THREE (3) FEET OF AN EXISTING BUILDING, CURB LINE 1115-i 148 MAIN STREET 0 a [11 4,000 PSI PRECAST CONCRETE AT 28 DAYS CONFORMING WITH LATEST ASTM C478 NON-SENSITIVE UPLAND AREA. OR EXISTING FENCE, COMPLETELY REMOVE EXISTING PAVEMENT AND REPLACE 30 0 15 30 60 NORTH ANDOVER, MA 01845 = [2] REINFORCING PER LATEST ASTM A185. ACCORDING TO THE REQUIREMENTS OF THE BITUMINOUS CONCRETE PAVEMENT rn [3] STRUCTURE SHALL BE RATED FOR H-20 LOADING UNLESS SPECIFIED OTHERWISE STRAW WATTLE SILT FENCE BARRIER SECTION. FLEXIBLE PAVEMENT SAWCUT DETAIL 11, I DEEP SUMP HOODED CATCH BASIN TYPICAL GROSS SECTION (IN FEET) o I NOT TO SCALE TYPICAL CROSS SECTION I TYPICAL CROSS SECTION 1 INCH= 30 FEET DES. BY: LT s NOT TO SCALE DATE: AUGUST 2023 JOB 191101 A J O F 1 N I-- NOT TO SCALE CHK. BY: NMP