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Home My WebLink AboutSite Plantt r Y.. S t li r { / Y S Mai IL - , � "'!J r of SK•' /t -3. •a fi 1 awl 3. s ,r •r Y l k 1: r } t % r -h s> E- 3 ti t • � . q r, k S� r ■" r r': 3]' Y r l y w Li h mit 9 py • R Y 4 rvf L4 • 4X4 % r •. N ! S / I �. O N -E.'' r--.m0JECT- iLlIGNE.- MASON.. demal�.m n u SA030" r i (ammihm /.on in DECEMBER 2016 Site Engineer Of Record: Civil /Structural En gineers P.O. Box '-^j5q North Stonin ton, CT 0635q Tel. 860.4-60.1606 Fax 860.4q5.5563 i A 08m OL ric •1, �.,r [i,. s.j 4 r ! > /xa ' / j,.:.: jj 1 %r '{ r ,7+:':•if i- f' 1 (>f�`,'' - 1 \ is <'.?' 7xi. i �' �'' . ♦t ` - `�1 �� frlG'i i.� } _� r r "� - r1 1Ir j 1 i r r r 1 (jj'��./.K -a w �'ti' •..{ sy /; f f ' •`^ s ., ` Y•. t .� V �' r1 %. ] r tT1K �i �� .., j �.�, i ; !i � w� ••� ; c\, S t • � Jl� t.` :J � t, .0 [ ��' fra'h 1 }•,• i t L %,',sJ n a�:•;' - f • 1 � 'h )- f t,, �,e� { J ,Y.' �' S � r r • 1 r S�) S . ,� � "' ,r1�`s 4'. °y. 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ZONING COMM155ION: GHAI RPER50N r { . ,f• f rG ERO51ON CONTROL PLAN CERTIFIED E3Y THE ; TOWN OF MONTVILLE PLANNING 4 ZONING COMM155ION: fr DATE l A 1. DATE t 7 CONNECTICUT n^ ll M 70.1 E` 1 R • � PANEL 337 OF 554 i I ' I(SEE MAP INDEX FOR FIRM 4tAY LAYOUT) t A t T f��S1-�titi• I f 1 Y f F , F. �[��FF�� cc 11 y fJiKIS 1ClS.. ({ InZAP [A91 t yk, tVS Sw a�' G � 1 NYtTY f sUY. fUY N U ABfA: v A 41 t 6 3 'hikf WN Li R107 .) i r h k UfK 16 4 1 1 ■ ■ • t CommunIV Numbor shown above 3houk6 In used O ruf Il !n BnGf! a (IC8 ' for w t s 'e he ct FP ubl 4 LOCATION ZONING MAP L4 • 4X4 % r •. N ! S / I �. O N -E.'' r--.m0JECT- iLlIGNE.- MASON.. demal�.m n u SA030" r i (ammihm /.on in DECEMBER 2016 Site Engineer Of Record: Civil /Structural En gineers P.O. 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(1� �. ,1\W:�'' �t,ak , rt } / ! i, s ,>•�aifx r Y,y t ! �:i� ') \ { f C t'i;y t `'� y �� ••> i :'S'�f y '. ?34� F, .,t �•'s t.� •�i �,t t.' Ny:, '/:R:� � - j' }{-ri it •r + Y — T ��. �. .i •fire. ry�: N' { � ��. '.S•`+�4}� f� 'a r �, 1 ,4' Vale; .>ti :.t •.t<.. +t '�s 4./-.�,'.. ', t•: .:r; , '-s r 1 t • i t- 'T !' i' iy } • t,,, 1� s t: S• 'i• '1 rte. s f i b a' F � t { '4• '+ t ,1f +t+ J' •4t .) , M. •i k f' r' i.. r - 1: ( 'fit c i \- �''• .. .•Y.. •y\ f rs - =� r 4 1 1- �•. / Ai :tt>. t. ../.: l {f@ lrj �' / -'q s „6. • ..:�: a sc:. 1Z.: .':/ i•.' ,yY ., � t:�.�,1 1• t .. st �:?7,;;: T // `'"w �� :.�i•�"� � i � �•n'•:,;�, r •,) 4a.�lll� y,w,. ;�i y�X. ` r tiV 1 1� l i .l Y=�r {t •i� 1. i f APPROVED BY: • TOWN OF MONTVILLE INLAND WETLAND5 COMM155ION: GHAI RPER50N DATE TOWN OF MONTVILLE PLANNING ZONING COMM155ION: GHAI RPER50N DATE ERO51ON CONTROL PLAN CERTIFIED E3Y THE ; TOWN OF MONTVILLE PLANNING 4 ZONING COMM155ION: CHAIRPERSON DATE l A 1. DATE t 7 CONNECTICUT n^ ll M µ1 I R • � PANEL 337 OF 554 i I ' I(SEE MAP INDEX FOR FIRM 4tAY LAYOUT) t A t APPROVED BY: • TOWN OF MONTVILLE INLAND WETLAND5 COMM155ION: GHAI RPER50N DATE TOWN OF MONTVILLE PLANNING ZONING COMM155ION: GHAI RPER50N DATE ERO51ON CONTROL PLAN CERTIFIED E3Y THE ; TOWN OF MONTVILLE PLANNING 4 ZONING COMM155ION: CHAIRPERSON DATE UNGAS HEALTH D15TRIGT: SANITARIAN DATE MAP SCALE 1" = 500' 50 0 50o 1000 FEET ME • 61 { 1 PANEL03 7 3 G �J FIRM FLOOD IU OD' SRANCF RATE MAP > , { 4 WLONDON e��u ry n t 7 CONNECTICUT n^ ll S ` ALLJIfIt SUI. • �S l t Z U> , t I R � PANEL 337 OF 554 i I ' I(SEE MAP INDEX FOR FIRM 4tAY LAYOUT) t . T f��S1-�titi• I f 1 Y f F , F. �[��FF�� cc 11 y fJiKIS 1ClS.. ({ InZAP [A91 t yk, tVS Sw a�' G � 1 NYtTY f sUY. fUY N U ABfA: v A 41 t 6 3 'hikf WN Li R107 .) i r h k UfK 16 4 1UY Notice to User. The Majo Number shaven ! #low should bo used 0mn pwng map grdefi; the t CommunIV Numbor shown above 3houk6 In used O ruf Il !n BnGf! a (IC8 ' for w t s 'e he ct FP ubl 4 cwmmu >t . Y 4F 1 MAP NUMBER 09011C03370 �. EFFECTIVE. DATE 0 S E ,1 Kit it Yn' JULY 18, 2011 i i I Eti€er4l ._Edltrgtm ,h1anagemcot.A,genct_ rr � G -I.) RE,FERENGE 15 MADE TO THE PLAN TITLED: "BOUNDARY 4 TOPOGRAPHIC SURVEY PROPERTY OF DOUBLE DOWN, LLG FOR PROPERTY LOCATED AT ROUTE 85, ROUTE 161 4 BUTLERTOAN ROAD, TOWN OF MONTVILLE, COUNTY OF NEW LONDON, CONNECTICUT"; SCALE: P =60'; DATE: JULY 1, 2016; REV "A" - 12/13/16; PREPARED 4 CERTIFIED SUBSTANTIALLY CORRECT BY JAMES BERNARDO LAND 5URVEYIN(5 LLC; 102A 5FITHEA12 ROAD, WATERFORD, CT. G-2) THIS 51TE 15 LOCATED WITHIN THE "Ll - LIGHT INDUSTRIAL" ZONING DISTRICT OF THE TORN OF MONTVILLE, CONNECTICUT; NEA LONDON COUNTY. 6-3.) TH 15 51 TE 15 I DENTI F I ED A5 PARCEL M 005 / L 021 ON THE TOWN OF MONTVI LLE TAX A55E554R'5 RECORDS. G-4,) THE 6RO55 AREA OF THIS PARCEL 15 803,484+/- 5F (I8.44+/- Ac). PARCEL AREA AITHIN THE 50' EXCAVATION SETBACK 15 635,Q80+/- 5F (14.6+1-- Ac). G-5.) THIS 51TE CONTAINS 8185+/- 5F (0.21+/- Ac) OF REGULATED FRESHAATER INLAND WETLANDS THAT WA5 MAN-MADE AS A PREVIOU5 5EDIMENT BASIN, AS DELINEATED IN THE FIELD ON 01/18/16 BY JOSEPH R, THEROUX, CERTFIED 17.ORE5TER $ 501L SCIENTIST; AND A5 LOCATED BY FIELD SURVEY BY JAME513ERNARDO PL5. TH15 51TE CONTAINS 35,100+/- 5F (0,62+/- &) OF REGULATED UPLAND REVIEW AREA. 6-6.) NO PORTION OF THIS SITE 15 LOCATED AITHIN THE TOWN OF MONTVILLE DE5I6NATED COASTAL AREA MANAGEMENT (CAM) ZONE: 6-7,) APPROX 280,525 +/- 517 (6.44+/- Ac) OF THIS 51TE 15 LOCATED AITHIN THE GTDEEP PUBLIC WATER SUPPLY NATER5HED ASSOCIATED WITH LAKE KONOMAC, G -g.) THIS 51TE 15 DE5I6NATED A5 FLOOD HAZARD ZONE "X" (AREA OUTSIDE OF 100 -YR FLOODPLAIN) BASED ON THE FEMA FLOOD INSURANCE RATE MAP TITLED NEN LONDON COUNTY, CONNECTICUT, ALL .JUR15DIOTION5, PANEL 33`1 OF 554; MAP #01011003376 - DATE REV JULY 18, 2011. G-cl-) THIS SITE 15 NOT SERVED BY MUNICIPAL SANITARY 5EAER DISP05AL SERVICE OR MUNICIPAL/ PUBLIC WATER 5ERV I GES. 6-10.) TOPOGRAPHY $ EXISTING CONDITIONS NITHIN SITE LIMIT5 5HONN HEREON WERE TAKEN FROM THE SURVEY REFERENCED IN NOTE I ABOVE; AND 15 SUBJECT MUST BE VERIFIED BY THE SITE CONTRACTOR PRIOR TO COMMENCING ANY LAND DISTURBANCE OR 51TE WORK. 6-I1.) ELEVATIONS BASED ON NAVD-88 (NORTH AMERICAN VERTICAL DATUM); CONTRACTOR TO RELOCATE/PROTECT 5ENCHMARK5 AS REQUIRED. 6-12.) ALL UNDERGROUND AND OVERHEAD UTILITIES SHOWN HEREON ARE APPROXIMATE AND MUST BE VERIFIED PRIOR TO COMMEND I NG ANY 51TE AORK. THE ENGINEER MAKES NO STATE- MENT, NARRANTY OR GUARANTEE TO THE LOCATION, SIZE, TYPE, G2UANT1 TY OR CONDI TI ON OF ANY UTILITIES 5HONN HEREON. 6-15.) CONTRACTOR MUST CONTACT "GALL BEFORE YOU DIG" ORGANIZATION AT 511 OR 1-500-4122-4455; AT LEAST (7) BUSINESS DAYS PRIOR TO TO COMMENCING ANY 51TE NORK, DRILLING, EXCAVATION OR ANY OTHER SITE SURFACE P15TURBANCE ON OR ADJACENT TO TH15 PROJECT SITE. 6-14.) ANY PROPOSED NEN UTILITY 5ERVIGE5 TO THIS PROJECT SHALL BE N5TALLED UNDERGROUND UNLE55 OTHERNI5E! NOTED. ALL MATERIALS, INSTALLATION 4 AORKMAN5HIP SHALL BE IN ACOORDANCE THE APPLICABLE LOCAL/MUNICIPAL 51TE PLAN STDS 4 REGULATIONS, DPW CONSTRUCTION STANDARDS AND/OR THE STANDARD SPECIFICATIONS FOR ROAD 4 BRIDGE AND INCIDENTAL CONSTRUCTION" BY THE GONNDOT FORM 611; LATEST EDITION, KITH ALL APPLICABLE ADDENDA 4 REVISIONS THEREOF. 6-J6.) ALL TRAFF I G 51 GNAGE, MARK I NGS, LOCATI ON5 AND I N5TALLATI ON5 SHALL BE IN STRICT ACCORDANCE NI TH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION 4 DPW STANDARDS, AS APPLICABLE, THE CONTRACTOR MUST COORDINATE ALL UTILITY 5HUT-OFF5, ABANDONMENTS, NEON CONNECTIONS 4 INSTALLATIONS WITH THE APPROPRIATE UTILITY COMPANIES, BEFORE $ DURING ANY UTILITY WORK ON TH15 PROJECT, THIS PROJECT SITE 15 NOT LOCATED ADJACENT TO OR AITHIN 500 FEET OF ANY OTHER MUNICIPALITY, PROJECT FERMIT5 REWIRED: TH15 PROJECT 15 SUBJECT TO REVIEW AND ALL CONDITION5 OF APPROVAL OF THE FOLLOLNING PERMIT5/AGENCIES: 1. WETLANDS PERMIT: TOWN OF MONTVILLE INLAND WETLANDS 4 AATERCOUR5E AGENCY 2. SPECIAL USE SITE PERMIT:TOWN OF MONTVILLE PLANNING 4 ZONING COMMISSION 3. PUBLIC ;NATER SUPPLY AATER5HED AGENCY REVIEW: CITY OF NEW LONDON APGA 4, DEEP -APED -6P-014- GENERAL PERMIT FOR DISCHARGE of 5TORMAATER E DEViA7ERING A550GIATED KITH INDUSTRIAL ACTIVITIES: G7 DEEP WATER PERMITTING 5. HIGHWAY ENCROACHMENT PERMIT FORAORK WITHIN STATE R.O.W.: CONN D.O.T. PROJECT DESCRIPTION: A,) PROJECT OWNER/APPLICANT/OPERATOR: "DOUBLE DOWN, LLC" ATTN: MATTHEW KOBYLUCK 24 INDUSTRIAL DRIVE; WATERFORD, GT 06385; TEL. 860-444-1604; 860-625-4640. B,) TH15 PROJECT PROPOSES THE INSTALLATION � YEAR-ROUND OPERATION OF AN "EARTH MATERIALS PROGE551N6 FACILITY" A5 ALLOWED BY SPECIAL PERMIT (ZR.11.6) C.) TH15 PROJECT DOES NOT REQUIRE OR PROP05E ANY SANITARY SEWER SYSTEMS OR DOMESTIC/FIRE NATER SERVICES. D.) HOURS OF PROGE551N6/CRU5HIN6 OPERATIONS IN ACCORDANCE WITH ZR 11.8.4: - MONDAY THRU 5ATURDAYS: T OOAM THRU 6:00 PM - NO PROCE551N6/0RU514IN6 OPERATIONS ALLOWED ON SUNDAYS OR THE FOLLONING HOLIDAYS: NEW YEARS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY OR CHRISTMAS DAY. E.) EXGAVATI ON/PROCE551 NG SETBACKS SHALL BE IN ACCORDANCE AITH ZR 11.8.2 4 11.8.3: - NO MA55 EXCAVATIONS WITHIN 50' OF PROPERTY LINE OR STREET R.O.W. - NO MA55 EXCAVATIONS NITHIN 100' OF RESIDENTIAL STRUCTURE - NO PROGE551N6/CRU5HIN6 EQUIPMENT WITHIN 500' OF RESIDENTIAL 5TRUCTURE F.) AREA OF PROP05ED 51TE DISTURBANCE: b14K +/- 5F (15A +/- Ac). AREA OF PROP05ED 51TE EXCAVATION: 250K +/-5F (5.1 +/- Ac). VOLUME OF PROP05ED 51TE EXCAVATION: QOK +/- CY PROJECT ECRU I PMENT: TH15 PROJECT MOP05ES THE INSTALLATION 4 USE OF THE FOLLOWING EQUIPMENT: - MATERIAL CRU5HER5, SCREENS, CONVEYOR 5Y5TEM5 $ A550GIATED SUPPORT EQUIPMENT - TRUCK 50ALE 4 SCALE HOUSE ENCLOSURE - EXCAVATORS / BACKHOE5 / DOZERS / LOADERS / ROCK BREAKERS - WATER TANK TRUCK - HAUL TRUCK5 - TRI -AXLE 4 TANDEM 1;,, '"'1 Iva �► A THE PROPOSED USE $ OPERATION AITHIN TH15 51TE WILL NOT GENERATE, STORE OR CREATE ANY HAZARDOUS AA5TE OR MATERIAL A5 DEFINED BY THE U5EPA, OR BY SECTION 3001 OF THE RE50URCE CONSERVATION $ RECOVERY ACT, THE CONNECTICUT HAZARDOU5 AA5TE REGULATIONS,. THE FEDERAL TOXIC 505TANCE ACT, OR THE TOXIC 5U85TA,NCE CONTROL ACT. H -I.) NO PERMANENT 5TORA6E OF FUEL5/OIL5 FOR EQUIPMENT 15 PROPOSED ON 51TE. H-2) FUEL5/0IL5 FOR EQUIPMENT SMILL BE DELIVERED TO 51TE BY TRUCK t BE TRANSFERRED TO RE5PEGTIVE EQUIPMENT ON A CONCRETE SPILL PAD WITH CONTAINMENT TO PREVENT SPILLS AND DRIPPAGE FROM 5EEPIN(9 INTO THE SURROUNDING SOIL. H-2.) NO UNDERGROUND STORAGE TANKS (UST's) OR ABOVE -GROUND STORAGE TANKS OR TEMPORARY FUEL STORAGE 5ARREL5/0ONTAINER5 ARE PROP05ED ON 517E. 0-1.) THERE SHALL BE A 12" MIN. OF COVER OVER CLASS 5 ROP. THERE SHALL BE A 24" MIN. OF COVER OVER HDPE PIPE. 0-2.) A MINIMUM OF 46" OF COVER SHALL BE MAINTAINED OVER ALL SUBSURFACE 5ANITARY' 5ENER PIPE5, U.N.O. 0-3.) "HDPE" STORM DRAIN PIPE SHALL BE HIGH DENSITY POLY- ETHYLENE (HDPE) PIPE CONFORMING TO AA5HTO M2414 TYPE "S", CAPABLE OF N I TH5TAND I NG AA5HTO H2O -44 WHEEL LOADING WITH 24" MINIMUM COVER. PIPE F)HALL SE RATED FOR 0.012 MANN I NG5 "n". ALL HDPE PIPE: F I TTI N65 AND APPURTENANCES SHALL CONFORM TO A5TM D3550. INSTALLATION OF DRAINAGE P!PE AND APPURT- ENANGE5 SHALL BE IN ACCORDANCE NTH A5TM 02321. 0-4.) "RCP" 5TORM DRAIN PIPE SHALL BE RE I NI-'FORCE0 CONCRETE (RCP) PIPE - CLASS V; ASTM C16; AITH "O" -RING GASKETS, CAPABLE OF WITHSTANDING AA5HTO H2O -44 WHEEL LOADING WITH 12" MINIMUM COVER. PIPE SHALL BE RATED FOR 0.015 MANNI NG5 "n". THE "0" RI PIG 6ASKEET5 AND SPI GOT JOINTS SHALL CONFORM TO A5TM 0445 PREMOLDED NEOPRENE CONTINUOUS 11 0" RING FLEXIBLE G0MPRE5510N GA51GET5. COMPLETED 6A5KETTED PIPE SOI NT5 5HALL BE CAPABLE OF NI THSTAND I NG 10 PSI INTERNAL NATER PRE55URE NITI-TOUT LEAKAGE OR DISPLACEMENT OF 6A5IGET. 0-5.) ALL STORM DRAINAGE CATCH BASINS, 5UMP5, MANHOLE5. RISERS AND FLAT-TOP5 SHALL BE PRE-GA5T REINFORCED GONGRETE, CONFORMING TO THE STATE OF CONNECTICUT D.O.T. STANDARD SPEC I F ! CATI ONS AND DETA-I LS. G-6.) ALL CATCH BA51N AND MANHOLE FRAMES AND GRATES EHALL BE AA5HTO TRAFFIC LOAD RATE$ BE SHOP PRIMED/PAINTED. 0--i.) ALL CATCH 5A51 t!;5 SHALL HAVE A 2' DEEP SUMP BELGA THE LOWEST PIPE FLOW LINE. GB $ MH STRUCTURES DEEPER THAN 10' BELOW GRADE SHALL BE CONSTRUCTED # REINFORCED A5 NEEDED AND SHALL HAVE LADDER RUN65 CAST IN51DE A5 NEEDED. G-8.) ALL PROPOSED GRADES SHOWN REPRESENT FINAL SURFACE OF PAVEMENT, CONCRETE, GRAVEL OR TOP501L UNLE55 OTHERWISE NOTED. 0-41.) ALL FINAL PAVED AREA GRADING SHALL BE PERFORMED WITHIN AN ALLOAABLE TOLERANCE OF 0.1 FEET ABOVE THE PROPOSED FINISH GRADE ELEVATION. G-10,) ALL GRADED SURFACES SHALL BE GRADED SUCH THAT P05- ITIVE GRAVITY DRAINAGE OCCURS FROM ALL SURFACE POINTS. G-11.) GRADED SHOULDER 5LOPE5 NITHIN EXCAVATED AREAS SHALL BE GRADED AT MINIMUM A5 FOLLON5: IN ROCK OUT - I.5H:IV OR STEEPER A5 APPROVED BY TOWN N EARTH CUT/FILL - 2I11 : I V 0-13.) ON-51TE 5TORM DRAINAGE PIPING, 5NALE5 AND BASINS ARE DESIGNED BASED ON A 25 YEAR STORM EVENT. G-14.) ALL GRAVITY PIPE RUNS 5HAL L BE LAID TRUE TO THE HORIZONTAL AND VERTICAL AL 16NMENT PROPOSED, NITH- OUT ANY L ON SPOTS, BELLIES OR DEFLECTED ALIGNMENT. 2-15.) ALL EXISTING OFF-51TE 5TORM DRAINAGE PIPING AND INVERTS DE5I GNATED A5 "T/-" HEREON MU57 BE VERIFIED PRIOR TO COMMENCING ANY 51TENORK OR OTHER EXCAVATION NORK. C -lb.) CONTRACTOR SHALL PROVIDE ALL NECESSARY TRAFFIC CONTROL, FENCING, 15ARRIGADE5, SIGNA(5E, PER50NNEL � OTHER ECU I PMENTA TEMS REEOU I RED TO MAINTAIN 5AFE 4 FULL PUBLIC 4 EMERGENCY ACCESS ALONG GT ROUTES 85 $ I&I AND WITHIN PROJECT 51TE DURING ALL PHASES OF TH15 PROJECT. G-11.) STONE SURFACES SHALL CONFORM TO GONNDOT FORM 811 A5 FOLLOWS: - ANTI -TRACKING PAD STONE SURFACE: ARTICLE M.01.01 2" (No. 3) CORA5E AGGREGATE - DRAINAGE SWALE STONE SURFACE: ARTICLE M.12.02.3 MODIFIED RIP RAP STONE (10" MAX SIZE) - STONE CHECK DAMS: WELL GRADED 3"4' SIZED BROKEN 5TONE/ROCK - STILLING BASIN OVERFLOW STONE SURFACE: ARTICLE M.12.02.2 INTERMEDIATE RIP RAP 5TONE (18" MAX SIZE) DEMOLITION $ 5AFET"'r NOTES D-1.) CONTRACTOR SHALL SECURE ALL NEGE55ARY PERMITS INGLUDING BUT NOT LIMITED TO CLEARING, DEMOLITION, 5ITEWORK, TEMPORARY 4 PERMANENT POWER 4 ALL OTHER UTILITY SERVICES; 51DEAALK CLOSURE, R.D.W. ENGROAGHMENT, ROAD GUT AND ANY OTHER PERMIT THAT MAY APPLY. D-2 J ALL PAVEMENT REMOVAL A THIN T'HE TRAVELLED PORTIONS OF ROADS AND PARKING AREAS SHALL BE SAWWT SMOOTH AITH TRUE ALIGNMENT. D-3.) CONTRACTOR SHALL BE RESPONSIB FOR REMOVAL OF ALL 5URPLU5 MATERIAL OFF 51TE. ANY ITEM5/MATERIA! TO BE SAVED FOR FUTURE RE -USE 5HALL DE APPROPRIATELY STOCKPILED ON 51TE AND PROTECTED WITH ADEQUATE SESC MEASURES TO PREVENT SEDIMENTATION OR DAMAGE TO DOWNGRADE OR ADJACENT PROPERTI E5. D-4.) ANY REMOVAL I7EM5 THAT MUST 3E 5AVED FOR RE -USE 5HALL BE RE- MOVED IN SUCH A WAY THAT DAMAGE TO THE ITEM 15 MINIMIZED. D-5.) CONTRACTOR SHALL BE RE5PON5I LE FOR PROVIDING ADEQUATE PRO- TECTION AGAINST DAMAGE 'TO ANY ITEM5 THAT ARE TO REMAIN, CONTRACTOR SHALL BE- RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF ANY ITEMS THAT ARE TO REMAIN. D-6.) CONTRACTOR SHALL BE RESPONSIBLE FOR I N5TALLI N6 ADEQUATE BARRICADES, FENCING, 51GNAGE 4 51TE 5EC.URITY DURING AND AFTER WORKING HOURS, CONTRACTOR SHALL PROVIDE AND INSTALL ADDITIONAL 5EGURITY AND SAFETY MEASURES TO ENSURE THAT PUBLIC SAFETY AND PROJECT SECURITY 15 MAINTAINED AT ALL TIMES DURING THE ENTIRE PROJECT. ALL SAFETY AND 5ECURITY MEASURE5 SMALL BE MAINTAINED IN ACCEPTABLE OPERATING CONDITION DURING THE ENTIRE DURATION OF THE PROJECT. D-7.) CONTRACTOR SHALL BARRICADE AND APPROPRIATELY516N ALL EXCAVATED TRENCHES, TEST HOLES AND OTHER EXCAVATIONS TO PREVENT ACCIDENTAL FALLS AND UNAUTHORIZED ENTRY DURING THE CONSTRUCTION PHA5E. ALL WORK PROCEDURES 4 IN5TALLATIONS 5iiA!. BE PERFORMED IN STRICT ACCORDANCE AITH ALL APPLICABLE 0.5.H.A. AND OTHER RELATED STATE 4 FEVER& 5AFETY RMU ATION5. D-41) CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL EXCAVATION AND SITE WORK IN SUCH A MANNER 50 TIHAT NO UNREASONABLE DISTURBANCE, DUST, DEBRIS OR DAMAGE OCCURS TO ADJACENT PROPERTIE5 OR THE GENERAL PURL I G . D-10.) ALL AORK AITHIN THE STREETLINE RIGHT-OF-WAY OF PUBLIC ROADWAYS INCLUDING 5AWC.UTTIN6; PAVEMENT DEMOLITION OR REPLACEMENT; UTILITY REMOVALS OR INSTALLATIONS AND STRIPIN6/TRAFFIG 516NAL AORK 5HALL BE 5UBJECT TO THE REVIEN AND APPROVAL AND PERMITTING BY THE TOWN OF MONTVILLE AND THE STATE OF CONN D.O.T. D -I1.) CONTRACTOR SHALL PROVIDE REQUIRED BONDING AND SECURE ALL REQUIRED PERMITS FROM GONNDOT FOR ALL WORK AITHIN THE STATE R.O.W. D-12.) CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, RESTORING AND GENERAL MAINTENANCE OF ALL ADJACENT AND ABUTTING PROPERTIE5, 5TRUCTURE5 OR PORTION5 THEREOF THAT MAY 3E DAMAGED OR OTHER65E AFFECTED BY THE EXCAVATION/51TE WORK ACTIVITIES ON THIS PROJECT. CONTRACTOR'S RESPONSIBILITY SHALL EXTEND TO AT LEAST THE POINT AHERE THE PROPERTY/STRUCTURE 15 FULLY RESTORED, STABILIZED OR REPLACED TO PRE -CONSTRUCTION CONDITION. ALL EFFORTS, MATERIALS AND INSTALLATION SHALL BE PAID FOR BY THE CONTRACTOR. D-13,) THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY TRAFFIC CONTROL INCLUDING FLA6PER50N5, BARRIERS, FENCING, BARRICADES, 516NA6E, TEMPORARY LIGHTS, ETC. DURING ANY 51TE INVESTIGATION, TE5T PITS, DEMOLITION 4 CON5TRUCTION PHA5E5 OF TH15 PROJECT. D-14.) ALL UTILITY AND DRAINAGE CONNECTIONS, 5HUT-OFFS AND/OR ABANDONMENTS SHALL BE IN ACCORDANCE WITH ALL CONDITIONS AND REQUIREMENTS OF THE RESPECTIVE TOWN OR UTILITY GOPMANY / AGENCY. CONTRACTOR SHALL COORDINATE WITH ALL RE5PEGTIVE UTILITY CO'5 $ AGENCIES, D-15) THE CONTRACTOR SHALL PROVIDE ALL NECE55ARY TEMPORARY SHORING, TRENGH50X SUPPORT AND THE LIKE, FOR ALL EXCAVATIONS A5 REQUIRED. NO AORKER5 ARE PERMITTED TO ENTER OR WORK WITHIN AN UNPROTECTED EXCAVATION. D -1(o.) THE CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY DE -WATERING OF EXCAVATIO A5 REQUIRED, METHODS SHALL NOT PRODUCE EROSION OR SEDIMENTATION ANYWHERE ON-51TE. 5G -I.) DISTURBANCE OF SOIL SURFACES 15 REGULATED BY STATE LAW, ALL. WORK SHALL COMPLY WITH THE FOLLOWING CRITERIA TO PRE- VENT OR MINIMIZE 501L EROSION AND/OR 5EDIMENTATION. 50-2.) THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL DEV- GES 15 THE RESPON5151 L 1 T Y OF THE PROJECT 517E CONTRACTOR. THE CONTRACTOR SHALL USE THE CONNECTICUT 6UIDELINE5 FOR 501L EROSION AND SEDIMENT CONTROL - 2002, OR LATEST REVISION, WHICH SHALL BECOME A PART OF THIS PLAN. THE GUIDELINES MAY BE OBTAINED FROM THE CONNDEP PUBLICATIONS BOOK STORE; HARTFORD, GT. 5G-4.) THE CONTRACTOR SHALL INFORM ALL CONSTRUCTION 51TE NORKER5 ABOUT THE MAJOR PROV1510N5 OF THE EROSION CONTROL PLAN AND REQUIRE THEIR COOPERATION IN AVOIDING THE DI 5TURBANCF OF ANY Of" THE5E: MEA5URE5 A5 THEY ARE INSTALLED. 50-5.) THE CONTRACTOR 5HALL BE RE5PON518LE FOR THE TIMELY IN5TALLATION, INSPECTION AND REPAIR OR REPLACEMENT OF ER0510N CONTROL DEVICES TO ENSURE PROPER OPERATION. 5G-6.) THE - CONTRACTOR SHALL INSPECT AND REPAIR ERO51 ON AND SEDIMENT CONTROL DEVICES AT THE END OF EACH NORKING DAT' AND AFTER E!A(, H STORM. 50-7.) THE CONTRACTOR SHALL RESTORE DISTURBED AREAS A5 CLOSELY A5 P05515LE TO THEIR ORIGINAL GONDITIONOR A5 DIRECTED. 5G-8.) LOCAL MUNICIPAL 5TAFF SHALL NOTIFY MATTHEW KOBYLUGK HEREINAFTER REFERRED TO AS THE "OWNER", OF ANY UNSATISFACTORY EROSION .CONDITIONS NOT CONTROLLED BY TH15 PLAN. THE OWNER AND/OR CONTRACTOR SHALL INSTALL ADDITIONAL MEASURES AS DIRECTED BY THE TOWN STAFF, THE ONNER MAY BE CONTACTED AT 860-444-1604 OR 860425-4640 IN CASE OF EMERGENCY. THE TOWN SHALL BE NOTIFIED IN WRITING NITHIN 48 HOURS IF THERE 15 A CHANGE IN THE EMERGENCY CONTACT INDIVIDUAL OR PHONE NUMBER. 50"1.) FIELD CHANGES TO TH15 PLAN SHALL BE MADE ONLY NI TH THE WRITTEN CONSENT OF THE ENGINEER AND MUNICIPAL APPROVAL. 50-10.) ACCUMULATED SEDIMENT REMOVED FROM ER0510N CONTROL DEVICES SHALL BE 5PREAD AND STABILIZED IN LEVEL, ER0510N RE515TANT LOCATIONS AS GENERAL FILL NITHIN LANDSCAPE AREAS. ALL DI STURBFD AREAS NOT COVERED NI TH IMPERVIOUS SURFACES, GRAVEL SURFACE5, 5TOGKPLIES OR EQUIPMENT SHALL BE PLANTED AITH AN APPROVED RYE-61RA55 SEED STABILIZATION MIX, 5C-12.) REFER TO 501L STABILIZATION NOTES 5140NN ON TH15 SHEET. 50-15.) MULCHING- IMMEDIATELY FOLLOWING 5EED I NG, MULCH THE SEEDED SURFACE NI TH 5TRAN OR HAY AT A RATE OF 2 BALES PER 1000 5F. SPREAD MULCH BY HAND OR MULCH BLOWER. PUNCH MULCH INTO 501L SURFACE NI TH TRACK MACHINE APPROXIMATELY 2" TO 3" TO ANCHOR 5ECUREL'Y INTO OIL, 5C-14.) ANY EXI5TIN6 OR PROPOSED 5TORMNATER DRAINAGE STRUCTURES NHICH MAY BE SUBJECT TO SEDIMENTATION, INCLUDING CATCH BA51N5/6RATE5, INLET/OUTLET 5TRUCTURE5 AND OUTFALL AREAS SHALL BE PROTECTED THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL ENSURE THAT ANY DAMAGE, SEDIMENTATION OR OTHER CONSTRUCTION RELATED DEBRIS SHALL BE REMOVED, CLEANED AND/OR REPAIRED FOR ALL COMPONENTS OF ANY STORM DRAIN OR OTHER PROPERTIES AFFECTED BY TH15 PROJECT. 50-15.) ALL HAYBALES SHALL BE TOED INTO EXISTING SUBSTRATE 501 LS AND 5TAB I L I ZED NI TH STURDY STAKES (TWO , E'ER BALE). ALL TOP501L STOCKPILE/5TA61N6 AREAS (NOT IN BIN5) SHALL BE PROTECTED KITH A RON OF HAYBALES OR 5EDIMENT FENCE AROUND THE TOE TOPSOIL STOGKILES SHALL F3E TEMPORARY STABILIZED WITH APPROVED RYE GRASS SEED MIX WHEN LEFT EXP05ED OR UN -TOUGHED FOR THAN 30 CALENDAR DAYS. 5G-17.) ALL PREVIOUSLY GLEARED/BARE EARTH SURFACE AREAS OTHER THAN THOSE SPECIFIED ON THE 51TE PLANS, SHALL BE TREATED WITH AN APPROPRIATE (7YE-6RA55 SEED MIX TO ENSURE PERMANENT STABILIZATION. ALL 5E50 CONTROLS SHALL BE MAINTAINED UNTIL DISTURBED SURFACE AREAS ARE SATISFACTORILY STABILIZED, OR AS DIRECTED BY ENGINEER. 50 -IS.) THIS PARCEL I A5 NO EXISTING BUILDIN65, 5ANITARY 5EAER OR RATER 5ERVICE5. SITE HAS BEEN CLEARED of TREE VEGETATION 4 STUMPS. TOPSOIL REMAINS OVER CLEARED LIMIIT5. 51TE WA5 PREVIOU5 EARTH EXCAVATION. EXCAVATED AREAS ARE BARE PACK GRAVEL SURFACES, EXCAVATED SLOPES ARE EXPOSED GRAVEL, ADJACENT USES TO PARCEL: SOUTH BOUNDARY: LIGHT INDUSTRIAL 4 SINGLE-FAMILY RESIDENCE NORTH BOUNDARY: CEMETERY EAST BOUNDARY: GT RT 85 FRONTAGE; UNDEVELOPED WRP ZONE. WEST BOUNDARY: CT RT I61 FRONTAGE; SINGLE FAMILY R80 USE. 50-20.) NRG5 SOIL TYPES ON TH15 SITE ARE CLA551FIED AS FOLLOA5: #610 - CANTON CHARLTON F -SANDY LOAM5, 8%-15% ; V. STONEY; HSG "B" #305 - UDORTHENT5 - PITS COMPLEX - GRAVELLY; HSG "C" #858 - PAXTON MONTAUK F-5ANDY LOAM5; 3% - 8% SLOPES; H56 "G" #856 - PAXTON MONTAUK F-5ANDY LOAM5; 6% - 15% SLOPES; H56 " V 50-21.) SOIL BORINGS PERFORMED ON 10/13/16 BY CLARENCE WELTI ASSOC.: - (4) BORI N65 ADVANCED TO DEPTHS BETYVEEN 41'-51' BELOW (5RADE. - NO LED&E/BEDROCK REFUSAL ENCOUNTERED. - GROUNDWATER TABLE APPROX. 31' BELOW GRADE - SOILS CON515T OF F -MC 5AND; 50ME GRAVEL, L 1 TILE SILT 5G-22,) SOIL TEST PITS EXCAVATED ON TH15 SITE ON 10/20/16 BY EH kNENKE III PE: - (2) T.P.'s EXCAVATED TO 1.5' BLW GRADE AT BOTTOM PREVIOU5 EXCAVATION - NO LEDGE/BEDROCK REFUSAL ENCOUNTERED. - MOTTLES AT APPROX. 5.5' BLW GRADE (POSSIBLE SEASONAL PERCHED GNT) 5C-23.) ESTIMATED PROCESSING 51TE FACILITY CONSTRUCTION DURATION: - COMMENCEMENT: SPRING 2011 - COMPLETION : 5PRIN6 2011 50-24.) THE CONTRACTOR SHALL PROVIDE ADEQUATE FACILITIES AND EQUIPMENT FOR DUST CONTROL DURING EARTH MATERIALS D15TURBANGE $ PROGE55IN6 PHASES. DUST CONTROL SHALL BE A PRIMARY CONCERN AND SHALL BE ABATED WITH ADEQUATE WATER TRUCKS AND CONTINUOUS WATER 5PRAYING OF DEMOLITION $ CRUSHING OPERATIONS, AND AS OTHER CONDITION5 MAY BE REQUIRED. DAILY 51TE NATERI NG/OU5T CONTROL LOG5 SHALL BE KEPT ON 51TE $ SUBMITTED TO THE TOWN OF MONTVILLE NI -ANNUALLY OR UPON REQUEST. 50-25.) THE AREAS OF MAJOR IMPORTANCE FOR SEDIMENTATION $ EROSION CONTROL FOR TH15 PROJECT INCLUDE, BUT NOT LIMITED To THE FOLLOWING: ALL AREAS IMMEDIATELY DOWNGRADE OF EXCAVATIONS OR ANY EARTH FILL5/6RADIN6 DRAINING NORTH, SOUTH $ WEST BOUNDARIES. - ALL BASE OF SLOPES OF STOCKPILED MATERIALS. - ALL EXISTING STORM DRAINAGE INLETS - GRADED DIVERSION 5MLE5 $ TEMPORARY SEDIMENT BASINS. �50-�:26.)�501`LERO�510�45EI21ME`NTC,05NTRO�L55HALL BE INSTALLED PRIORTO THE START OF WORK WITH THE ISSUANCE OF AN APPROVED ZONING PERMIT. SC -2'7.) SESC BONDS SHALL BE POSTED PRIOR TO THE ISSUANCE OF A ZONING PERMIT TO START WORK. 50-28.) ALL STONE DU5T/NA5TE MATERIAL5 PILES HILL BE STORED IN THE 0,"QJU5HIN6/50REENIN6 4 PROGE551N6/5TOCKPILE AREA, NO 5TOCKPILE5 SHALL EXCEED THE HEIGHT OF THE RETAINING WALLS. OWNER SHALL PREPARE $ SUBMIT A WRITTEN E 4 5 REPORT TO THE TOWN AFTER EACH RAINFALL OF P OR GREATER DURING THE CONSTRUCTION PERIOD. 50-30.) OMER SHALL PREPARE 4 SUBMIT AN ANNUAL WRITTEN E$5 MAINTENANCE REPORT TO THE TOWN STARTING AFTER THE CON5TRIJCTION WORK AS DEPICTED ON THESE PLANS 15 COMPLETED. _ 01qa , Mi mwpw'�iAi 5T-1.) ALL D15TURBED AREAS NOT COVERED BY EQUIPMENT, PAVED OR GRAVEL DRIVEWAYS; GRAVEL SURFACE PROGE551N6 AREAS 4 STONE LININ65 SHALL BE 5TABILIZED A5 FOLLOWS: a . PLACE A MINIMUM OF 4 INCHES OF TOPSOIL IN ALL AREAS THAT HAVE BEEN STRIPPED. APPLY LIMESTONE AND FERTILIZER IN ACCORDANCE WITH TEST RECOMMENDATIONS. b. APPLY ALL GRASS SEED MIXTURE AT MANUFACTURER'S RECOMMENDED RATE. C. APPLY STRAW OR HAY MULCH ON ALL NEALY SEEDED AREAS, d, 5EEDIN6 SHALL TAKE PLACE BETWEEN APRIL 1 AND JUNE 15, OR SEPT. 15 TO OCT. 30. 5EEDIN6 DURING THESE TIME FRAMES SHALL APPLY STRAW OR HAY` MULCH AT A RATE OF 2 BALES PER 1000 SF. Ir- THE 5EEDI NG 15 APPLIED OUT51 DE OF THESE TI MEFRAME5, THE AREAS SHALL BE STABI L I Z;ED WITH 5TRAN/HAY MULCH I NG - d10 LE35./1000 51 . 5T-2.) ALL P15TURSED AREAS GRADED 3:1 OR 5HALLOWER BY CONSTRUCTION SHALL BE SEEDED WITH "FUTURA 2000" BY THE CHAS C. HART CO., CONTAINING THE FOLLOWING VARIETIES OF PERENNIEL 6RA55E5: FIESTA 11, BLAZER 11, DASHER II AND EXPRE55 OR APPROVED EQUAL. 5EEDI NG RATE OF 5-1 LB5 PER ACRE 15 RECOMMENDED, 5T-3,) GRADED AREAS STEEPER THAN 3:1 SHALL BE SEEDED WITH REED CANARY &RA55 (0.45 LBS/1000 5F) AND REDTOP (0.10 LBS/1000 5F); OR TONN ENG 1 NEER APrROVED EQUAL; AND 5TA8L I ZED NI TH JUTE NETTING. 5T-4.) AREAS THAT HAVE BEEN CLEARED OF VEGETATION, BUT HAVE EXISTING TOPSOIL, AND ARE NOT PLANNED TO BE DISTURBED UNDER TH15 PERMIT SHALL BE 5EEDED WITH NATIVE STEEP SLOPE MIX WITH ANNUAL Rl0'EGRA55 SEED MIX #ERNMX-ISI BY NE SEED COMPANY (Tel. 800-825-5411); OR APPV'D EQUAL TO PROMOTE STABILIZATION. 57-5,) PROP05ED 6RA55-LINED DRAINAGE SNALER5 SHALL BE SEEDED KITH AN APPROVED CONSERVATION GRASS SEED MIX OVER JUTE NETTING OVER. 4" MIN TOP501L ON 2:1 51DE SLOPE5 AND BOTTOM; PUNCH 5TRAA MULCH ALL 5URFACE5. 5T-6.) MULCHING SHALL BE APPLIED IN THE FOLLOWING MANNER: SPREAD MULCH BY HAND OR MULCH BLOWER. PUNCH MULCH INTO 501L SURFACE AITH TRACK MACHINE APPROXIMATELY 2"-5" TO ANCHOR INTO 501L. 5T-1.) WHEN ALL AREAS ARE STABILIZED, REMOVE ALL ER0510N AND SEDIMENT CONTROL DEVICES AND DISPOSE OF ALL ACCUMULATED 5EDIMENT5 AT A PRE -APPROVED LOCATION. F05T CONSTRUCTION R'E-_0QUIREMENTS: THE PROJECT OWNER SHALT. BE RE5PON518LE FOR MAINTENANCE OF ALL DRAINAGE STRUCTURES d SEDIMENT BASINS NITHIN THE 51TE LIMITS FOR AS LONG A5 THE EARTH MATERIALS F'ROGE551N6 FACILITY 15 IN ACTIVE USE. ADDITIONALLY, THE FOLLOWING INSPECTION d MAINTENANCE GUIDELINES SHALL BE THE RESPONSIBILITY OF THE OWNER, BEGINNING THE FIRST YEAR PERIOD FOLLOWING FINAL INSTALLATION OF RETAININING WALLS, EQUIPMENT, PAVEMENT, SEDIMENT BASINS E DRAINAGE FEATURES, GUT/GRADED PROGE551N6 AREA FLOOR, INTERNAL. DRIVES $ PLANTED/57ABILIZED AREAS; AND SHALL BE FOLLOWED EACH YEAR THEREAFTER, A5 LONG AS THE EARTH PROCESSING FACILITY 15 IN ACTIVE USE: PG -I.) DRAINAGE E OTHER PAVED AREAS: INSPECT ON A REGULAR BASIS NOT TO EXCEED WEEKLY FOR LITTER d DEBRIS. SWEEP AT LEAST TWICE A YEAR, WITH THE FIRST OGGURING A5 500N A5 P0551BLE AND AFTER FIRST SNOV`1 MELT, AND THE SECOND N07 LE55 THAN QO DAYS AFTER THE FIRST. PG -2J CATCH BA51N SUMPS: INSPECT SEMI-ANNUALLY 4 GLEANED N{HEN THE SUMP 15 HALF -FULL OF SILT AND/OR DEBRIS. PG -3.) LANDSCAPE AREAS: INSPECT SEMI-ANNUALLY FOR ER0510N OR DYING VEGETATION. REPAIR b STABILZE ANY BARE OR ERODED AREAS 4 REPLACE VEGETATION A5 SOON A5 P05518LE, WORK WITHIN GONNDOT STATE R.O.W. DOT -L) NO NORK SHALL BE PERFORMED WITHIN THE STATE HIGHWAY R.D.W. UNTIL CONTRACTOR HAS SECURED ALL NECESSARY` H16HNAY ENCROACHMENT PERMIT5 FROM THE 5TATE OF CONN. DEPT OF TRANSPORTATION (DISTRICT 2); 111 SALEM TPKE; NORWICH, GT 06360 - TEL. 860.823-3243. DOT -2) CONTRACTOR SHALL P05T THE BOND FOR ALL R.O.A. WORK IN ACCORDANCE KITH GONNDOT REQUIREMENT5 FOR TYPE AND AMOUNT. DOT -3.) CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE TRAFFIC CONTROL . 516NA6E, BARRICADES, TRAFFIC CONES, FENCING, POLICE AND/OR FLA6-PER50N5 DURING THE EXECUTION OF ANY WORK AITHIN THE STATE HIGHWAY R.D.W. DOT -4.) CONTRACTOR SHALL PROVIDE/REPLAGE/IN5TALL ALL PAVEMENT MARKIN65 THAT ARE AFFECTED BY THE PROPOSED WORK NITHIN THE STATE R.O.W. IN ACCORDANCE WITH THE REQUIREMENTS OF GONNDOT DISTRICT 2. Dor-5.) ALL FINAL GRADES AND LINES OF ANY NFN PAVEMENT OVERLAY SHALL BE SET TO MATO:4 PRE-EXISTING GRADES AND LINES OF ORIGINAL PAVEMENT, DoT -6.) ANY EXCAVATION/TRENCHIN(5/ETC WITHIN THE PAVED PORTION OF STATE HIGHWAY SHALL REQUIRE 5AWCUT, PAVEMENT MILLING AND NEW BITUMINOUS BASE $ TOP COURSES FOR THE FULL WIDTH OF THE TRENCHING PLUS 2 FEET ON EACH 51DE TO AT LEAST THE CENTERLINE OF THE TRAVELLED WAY OR THE FULL PAVED ROADWAY WIDTH DEPENDING ON THE LOCATION OF THE UTILITY CONNECTION. DoT -1.) NEW DRIVENAY THROAT CURB RETURN5 SHALL MEET FLUSH KITH ANY EX15TING CURBS AND/OR GUTTER L I NE5/EDGE OF PAVEMENT AITHIN STATE HIGHWAY PAVED TRAVEL NAY. DOT-eQ ALL MATERIALS, INSTALLATION $ WORKMANSHIP WITHIN THE STATE HIGHWAY R.O.N. SHALL BE IN STRICT CONFORMANCE WITH THE "STANDARD SPECIFICATIONS FOR ROAD $ BRIDGE AND INCIDENTAL CONSTRUCTION" BY THE GONNDOT FORM 811; LATEST EDITION, WITH ALL APPLICABLE ADDENDA 4 REV1510N5 THEREOF. DDT -1.) EVIDENCE OF FINAL DOT ENCROACHMENT PERMIT SHALL BE SUBMITTED TO THE TOM PRIOR TO 155UANCE OF ZONING PERMIT TO COMMENCE WORK. EXISTING No. OF PARKING SPACES 02 STAKED SEDIMENT FENCE (SESC) STAKED HAYBALES (SESC) X1 -1-. -r-- 1. . �.. � CHECK DAM (SESC) STONE SURFACE 1�1 - •238 --- ••-- TOPOGRAPHIC CONTOUR SPOT GRADE +234.0 STONE RETAINING WALL CONCRETE BLOCK RETAINING WALL. umnamuffyi ADA STORM DRAIN PIPE L LIGHT POLE U/G ELECTRIC --------E __ �_ .._._01/k(f-----__.._._._._._.-._- OVERHEAD E LEC WIRE ANSI __..._ ..................__....-----._._.._.__-____- CHAINLINK FENCE: �- T AMERICAN SOCIETY TESTING MATERIALS STOCKADE TYPE FENCE - n-----.r� n..�... AVG. GUARD RAIL n M.O. MASONRY OPENING B.F.E. UTILITY POLE MON MONUMENT BIT BITUMINOUS MS STORM DRAIN INLET BLDG, BUILDING STORM DRAIN MANHOLE NYOPLAST PLASTIC INI, ET CATV ELECTRIC MANHOLE O g SITE TRAFFIC SIGNS --� O.C. ON CENTER C.I.P. 1 , TREE - DECIDUOUS >, CL CLASS P.C, y TREE - CONIFER CT LIGHT & POWER COMPANY PI SHRUBS CMP CORRUGATED METAL PIPE BRUSH/TREELINE PROPOSED CONC. BRUSH/TREELINE TO BE CLEARED PSF No. OF PARKING SPACES 02 STAKED SEDIMENT FENCE (SESC) STAKED HAYBALES (SESC) X1 -1-. -r-- 1. . �.. � CHECK DAM (SESC) STONE SURFACE 1�1 - •238 --- ••-- TOPOGRAPHIC CONTOUR SPOT GRADE +234.0 STONE RETAINING WALL CONCRETE BLOCK RETAINING WALL. umnamuffyi ADA AMERICANS WITH DISABILITIES ACT L LIGHT POLE APPROX APPROXIMATE L.P. LOW POINT ANSI AMERICAN NATIONAL STANDARDS INSTITUTE MH MANHOLE ASTM AMERICAN SOCIETY TESTING MATERIALS MIN MINIMUM AVG. AVERAGE M.O. MASONRY OPENING B.F.E. BOTTOM FOOTING ELEVATION MON MONUMENT BIT BITUMINOUS MS MERESTON E BLDG, BUILDING N.P. NYOPLAST PLASTIC INI, ET CATV CAB► E TELEVISION SERVICE N/F NOW OR FORMERLY Co CATCH BASIN O.C. ON CENTER C.I.P. CAST IRON PIPE O/W OVERHEAD WIRE CL CLASS P.C, POINT OF CURVATURE CL&P CT LIGHT & POWER COMPANY PI POINT OF INTERSECTION CMP CORRUGATED METAL PIPE PROP. PROPOSED CONC. CONCRETE PSF POUNDS PER SQUARE FOOT C.O. CI FAN -OUT TO GRADE PSI POUNDS PER SQUARE INCH CONNDOT CT DEPT TRANSPORTATION P. T. POINT OF TANGENCY PT PRESSURE TREATED CY CUBIC YARD PVC POLYVINYL CHLORIDE PIPE D,H, DRILL HOLE PVMT PAVEMENT DEMO DEMOLISH R; RAD. RADIUS DMH DRAIN MANHOLE g Oak u Y 8 im ELEC ELECTRIC SERVICE RCP REINFORCED CONCRETE PIPE ELEV/EL ELEVATION REF REFERENCE EA.P. EDGE OF PAVEMENT REQ'D REQUIRED EX., EX'G., EAST. EXISTING R.O.W. RIGHT OF WAY SNCL. ENCLOSURE RR RAILROAD FF FINISH FLOOR RET RETAIN'NG FT FOOT s= SLOPE G GAS SF SQUARE FEET GG GAS CATE VALVE SMH SANITARY MANHOLE GALV GALVANIZED STL STEEL G.F.A. GROSS FLOOR AREA STA STATION GR GRADE SY SQUARE YARD H HIGH SVC(s) SERVICES HC HANDICAP TBS TO BE SET HDPE HIGH DENSITY POLYEfHY►_ENE PIPE TF TOP OF FRAME HYD. 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I i I \ -, , __ __ ., �,.,�- -1 .,-'- / / /* ._ ___ _'__ --- --- _ - L 6RI,401 N(5 (TEMPORARY, � ,, I .. -1., 11 I., INCLUDE USE OF PORTABLE EARTH PROCE55IN(5 EQUIPMENT 4 TEMPORARY ,'� I I t _....... _-, - ..� � I , 1_� ____ . 11 Ill I 1, . _._ - \ I . lz __11* _._ ,_ .�_ _� " __,-,x_1 !I F- / I . I I � m . I-- _ "" I—, / /I / , _� _-, , __ I . /_ t - - RELOCATIONS _111Z I . I I I : \ \ 1.� L_-m___m*m= ".= w.mm // - - ___ ."� I-, 1� _____ / ,�, z x -_ -_ " SEDIMENT BA51N THAT MAY BE SUBJECT TO PERIODIC TEMPORARY / i 1 1 - .� 1� / LIMIT OF _` 11-1 �,I--,' "I / , I I // H I I I I : I I I I \ '_.. -....--- __ __ . ..__ __ I- "\ wamm 411our 1/ftm wamm _"�,_ FUTURE PH-�'-RETA_I�IN(5 NALL "I "'.1 / / I---- 11 ____ ____ ____� / / '. /11 ", I 1-1 __ "I 1_�, 7 "Il" . . AS EARTHWORK PR06RE55E5 TO FINAL RETAINING WALL 4 EQUIPMENT INSTALLATION : 1 ! 1� 11. ______ I- -P.. .m. .... ,, / / I'll ,_�_, 111;::�\ t . t it I I I •! � amsm I--- __ / _.�_ ., /' I -11,11 / / / 11 %. // : , \% 11-1 I--.- fmm� mumm �,l . / / , X ,..,-� . ... I-- , ; I : ! \ I , �''. 1. 1-1 "� alwam . .-I . AND FINAL OVERALL 51 TE 6RADIN(5 $ 5TABILIZATION. = ,I , � 1 I . 1, --- 1, 'I-,' I __. I , MEMO "I / �_, "z z --. -, .__ ".. 11 I - - -.--.-..- . \ 1-� I "I , .'.11 . / / 1k i 'I � I., .. �"., ..�, 1'�'. \,._ -,,, ,,-' I / 1'� I - I-- I'll, Mo!!P* MAN" zm = W, M, J .I-,- '/ // / / // '... -, ,-- I '.�,� --" '.11 ,/ "" ____� 1__ (j) BEGIN PHASE I : POST ALL -1-r � 1. � "\ ,,,�,� � 1,� , \1 ., 11-11 _�, __ �, / I" _____� z / - - ",/ REQUIRED BONDS 4 SECURE ALL NECESSARY PERMITS . . I . \\\ , _� , ,.-, . --- I - /, t I -, -11 _1 / / IIt .� \\. - - - " 1_�,., .- ", ...--- -- --.-.--- __ 11 ,� / / ,�, ---- ---, , I 1_� ,_1 I./ " . _ ,., 11 1 / . \ \ � \ ." I . ,. I �_ -__ �. 11, __ I "_ "/. / ,,-, .." ,, (1 PRIOR TO COMMENCIN& ANY SITE WORK. SCHEDULE s ATTEND PROJECT 1. I ri� , % I ... � . I'll � I " -") / ." "I / I 1 i -, , � � 'go 1, , �1 \ I%, ". 't \ \ , � \ \ \ \ ..". ____ '. .', -,, .'111 - ~-- "-- _�' " 1_� 1-1 I I--, 1-1 1-11 _ I '1/ / / -,,, \ \ r I .11 , "/ / ,�� 1-11 _..� / 1/1 ,,- _ ...." -.-.-,.- ( KICK-OFF MEETING WITH TOWN STAFF AS MAY BE REQUIRED BY TOV4N. \ Wf� I I 1, t \ \ )I- I I ,� �,,�*\\\ / I I I %\ A. � .,� I I I 11 11 Hw i , � ��,\ \ \ '� ') ,I I U 01,21.1-1 � I 1\, TOWN/AGENCY COMMEN 75 I ADDED TH15 PYi6, il � .1 1, ,',I I J ,I .- !I 0 \ , ) � )I ;/ /I /h 1. / - a r- 11 : Cr In 11 1'I, I / / IJ: !i I a ('I . ; 'I ,/ .- v I I ce)i! to. , C) � 1 " I / I 0 1% 10 , .0 E 4- to ! 11 / , 0 / LQ c a 0 �t =1 12 In /1) Lr! 11 I/ L. Z -2 5 u 4-0 v k 1^ "', / 0 4).�', r- / 0 � -5- 1 : CL ,-. 0 ..J W;t _Z� >_ 0 U) C g, C� 0 .4, .. / , / x ,.,� 0 1, I CL cr u- �`/" � 3: C -E ) / I \ I \ -C 0 z � 'a C 0 _w . I [" f, i -1., _f_Ju I __ 4-0- :3 a -5- L_ uJ to 11 C) I'll ; " I C -') , ::) t u a -a r- to . , 11 11 a Now ftmbb- 1") i (0 0 0 C: (i Z to _ - I _ :5 C 0 :t� 4) Cr' q%r "I. I . 0 ! -a U) 0 CL ',..,. I/ wz 3 0 4) (A C 0 M . 1 /....�., \',, ., . , I EDWARD H. V4ENKF 111, PE CT PE # 16771 uJ I � � < q) >-- 7. 0 ;Z ILI ILI z UA W_ 6 19 � (3 -!E 3b1 f�y-_ ILI V T �) P < 4r- !::i I- ILAK ff� - -- )E Ill 1-- IL _ ") w < n (3 meq ._�J n . � 11J, 0 0 (3 \,) 2� \L) - _L_ I (�� §_ 0 =) 0 >-- () OL '- _J iS Z�)- K (i V1 W tu 8 �,_] � 0) LLJ UA Lu P@(y :� uy %q W_ I r- -':- kn Q [a K 9 -2 y U-1 z 0 Ili u V_ W 1_ - .-L r - Z, t- w Q K Ili E-'" , I I-- 10 0 �i 0 Q 43 ty- tj u- - X ILI .. - - 11- fy z un tu BILI r- 6,- �=Dt -� U1 -u <„:, .r Zo <0()<J)i°5K0in0' I -- _- ,---.-- . -- . — REVISIONS LTR - DESCRIPTION DATE A. 155JE FOR WETLAND PERMIT _ 12.13.16 - B 155UE FOR 51TE PERMIT - 01,21.1-1 C - - TOWN/AGENCY COMMEN 75 I ADDED TH15 PYi6, I 05JO.11 D ”. TOWN/AGE r.,OMMENT5 04.03,11 -� � . 1. %.... � , - - - .. ... ' . - - I � I 1, �. . I , — _ . / N N I , 1 , ,,, \ \ 1 \ . , , \ , \.__ ,_. 'I-, \ — � ...... .__ I I-,' --___ _— --. — ..", _... ....-- - __- .11 / / \ —,/ , "". .,�., / / x - -1 ,,L .", z .1 / // " " -.-- "I / I "I __ "I - \ /` I , , W I \ \ . -, ', ., - _..' 1-1 _ '\ I.". '1� ..,-. -, ,-.,. '.11, .1.1 I ."/ / I ,/, I " " I ,_ /'9\ NOTIFY "CALL BEFORE "roU P16". PIAL #511. 1 II )I� � _ . \ . I" .__ _• /.1 , "" ,-. / "\\\ " -- - _ " -\, 11.-_ - , __ z", / 1,l / , __ 11 ", /11 I I-, - L I 1. %,� , __. I �, / -1 --' /;i'\ INSTALL STONE ANTI -TRACKING PAD AT END OF EXISTING PAVED ENTRANCE 11 � � �, . ". � _.. .1 11 __ , / I I,/ /1, � - _/ I I � It I � I,\ ,\ \ \ I _ - . -.-. -1 '.."', , 1". 1� ---. -_ --.,., " __._ 1z 11-/ "I " .1/ I /-/ l., '1� .11, "'. _ -11 1� � ,../ // "� . � -, 1� "�, \.!�J '�F` CT ROUTE a5. u ) I I I I , . � \..,_� \.1 I", .. '_� ___ ,.,/ - __ _ .-..- . "" / I/ /., // /, / ,'. 11-1 _""' " I - PRIV5NA"r OFF .< - I I I I � \ '\ %%.% -,._ .\.. I',, 11. I..,. ".'. ____ ____ _, 230 ,/1 I // // " ,/,/' / ""."', �.11 ,.1-1 � .. - �', IA'\ INSTALL NON -ENCROACHMENT GONG BLOCK BARRIER ALONG OUTSIDE FACE Or - LL.. 4" -, ' \ \ \ I ,,, "I � %.1. ... -.--. _... - ______ __ — ____1 ____ ._ 1-11-11, I / , "-/ / / // Z 1. '- ____ __ . ) _\ 6- /...., \!!J EXIST PERIMETER BERM ALONG WEST, NORTH LIMITS OF WETLANDS. LLJ (D I-- - I k. \ I I \ . 'A._ _ --. _ ,---, -- ----_ � � - _ I ll I 11 ,,, 11 ., I ,,;� - & 11 \ \ _ �� /R\ INSTALL SEDIMENT BARRIER AROUND SOUTH, �iE5T $ NORTH BOUNDARIES, (.7 1 -, � I �1 � \ \ . _ ,--,-.- .. . ,_ , " I,/ 11 11 , � ____ �_, ��Z_, - � \_!�/ :z w 11w // \ , . I I � .- ___,, __� __ _ - .- .. / ALL PREVIOUSLY OLtAF0 AP A5 l./I .11 .I-,' ____ ,,,- v iI---- __ �' _/ ,_, _ z _----- 11 as / \ __ ", " /, OUTSIDE OF NEJ� GRAVEL VrA05-- - ;z I I I 1. % . I 1". __ .- .�', -1-- Wr,i�FJLF OR B REA�5, --- 'I,' "I "� ,.,- ____ - -00 in - I �, I \ '.. . , - _�, .- 1_/ r_� � I I 11 - I", "-I-- 1_� I DRIVE�$, 5 ERM5 A INSTALL TREE PROTECTION AS REWIRED. q�- 0 0 i I I ,\ \ - %." �_.._, .11 " ,�, 11 ,, " / _ --- _", I`, INSTALL 2500+/ -LF STAKED I A -1 , - - .,� -1 l ." .1�1 1. ...... -1 11 0 2 C" 8 �J � . ,__ . - .-- _ ,-..- __ '_� 1'� / -, __ � _-, __,- ' " 1_�' ,'� / �N ,,, _� INSTALL 5EDIMENT BARRIER ALON6 LIMITS OF SURFACE 015TURBANCE AT TOP I \ , \ . ,,SH -ALL BE o5EEPED M<H RYE-ORASS ., 11 -_ "" </1 0 / . � ". � !� 'I, � � \ \ \. // � __ .1 SEDIMENT FENCE AT 5 FT OFF (6 Cu 3 , -.- 11 ATION,,Mf� " � I _ _ %---I , ®�'.N.I \I1. \ _ _ I //6TABILi "I ,/ /1-1I-, zI--- __. ___, ,. / _. 1 N 11� - C () �_I t L 1 1-__. / - 614 BUILT-UP PLANTED BERM C3 = W .J,1� � i � 1. � L\ I . ".,_ / --- ",/ -k I,/ . �---- �1` / - �, ,�3 - , PROPERTY LINE ALON6 NEN OF CUT SLOPE DRAINING * TO SOUTH, �(E5T 4 NORTH. < I 8 / � I % i � \ I% . \ \ \ - .___ _-, \1 � // / , / /// (I ", I/ / / ",_.. .11 , /4p � .111, 8 ,I \ � I t 1\ \ � '* _ _.- \ J ,/ .,�, 1-1 .,� zl "" __. x C. --- - - , CL " a t - , '____1 - .41N --- --- " TEMPORARY CL. `% 11 \' .,-' '. 11 , k, \ I ,\ \ \ \1' ". 1. ,�'. I \ / /I / � I'll . "" 1-1 , / � I "" .'., ", "" _1/ z /'11 e. X ) I T INSTALL TOP 501L 4 SEED SLOPE ON SOUTH SIDE WETLANDS WITH STEEP SLOPE 0 w 8 z I \ 't __. /// 1.11 11 I/ ._ I , , % __ .- 1- .- '.� , 1� ,� , I_ - . w RYE - `j / N I . � - �� (�) 4 RYE-(5RA55 MIX $ STRAW MULCH TO PROMOTE PERMANENT STABILIZATION, Ad m I \ % / ., .1 _... 11-111 I 9 .", I --l' ", / . :5 0 . , I ___ .11 .__ . � w .J , , 0 _. * I/ ,,/ , 11 "I, /.1 / .", 11 I 1.11 (�) EXCAVATE SLOPE t INSTALL TEMPORARY SEDIMENT BA51N I t THE EXISTING EXCAVATED U Cn ; 1 \ \ \ � I '% 11 ?I-), \ I I , Il' __ .a 8 - I 11 i I , I-,' OFLAT " AREA, LOCATED AS SHOWN. THIS BASIN WILL BE MONITORED AND CLEANED M 4< CL. *-% �I--,- ,---,*' " I - 6 / � .� � � ., \ � -.\ " , \, �,.� _11 I � -.- Ill I � '. ", \ ' �, _.'. _ --.-.- __ - _ I- - --..,-.--- ___ 11�' �', - 1�_ . _. . OF ACCUMULATED SEDIMENT ON A BI -MONTHLY BA515 OR SOONER A$ REQUIRED. Cn GZ LA. , , I i I I , \ "%r 11 1_�` - - - . LLJ t= 6 I . I ______,� ..0 _ I I .", ___' .", ", , , " I % J :: L z I I : � . 0 0 1 1 � .11 11-, 9 I \ 0 L I - , 1-1 % I .1 11--' , tj 11 ) i % \ '_� \ � - I'll �1111 1_* 11/' ." ._� 11-1 __ - I � o . IN I � % \ AL1, CLEAREP-AkEA5 ,-- "" _� .1'.. IZ 'I. -1" �', .., 1. - t . I J, 11 � \ I" - - /I 1�' I'll "'� z z - __1 �,__. __ m I" .�". -.1 ___ I. / / I ) )1 '. \ "" "�, L ,__� l' I - I--,' /, /0) EXCAVATE 4 GRADE EX15TIN(5 "FLAT" EXCAVATED FLOOR TO SHEET FLON I !;;j C" = w -J / . I 1, I / / I 11 1,11 'N \ k \ 1, OUT51 RE OF NEW 6R�)/� 5URFACIt' _____�ao",/ I-,' ,__� . I/ / ,,- I 11 I-,' "". _-, -1-1✓__1 "' "I' ____ \:E�/ W~ 0 9 / Ir. 1 �, / / , \ \ VR1VE_:5,5,TOC,KFILE PR BERM5-"AREAS ,-,- -` .11, "I .__ I 0 I m CL ill I CL I _J I � I i I 'I �1\ 1, _____ I " / / " __ 1-1, - --12.00 1 DRAIN TOWARD TEMPORARY SEDIMENT BASIN. GRADE ENTRANCE DRIVE CL I I . / , __ -1 -1 ,el '1/ - 00 1q_ < .J w 910 � I , , , I Y6 ( _____ "I I / / z . ".1 TO ELIMINATE 51TE SURFACE FLOWS TOWARD CT ROUTE 85, W"""""111 IM CL Co I 1 , \ \ �4ALL BE R,1 v5A,55 ___� ,,- .11, / _'l .1-1 11 ....... _� . I L - , . ill � I � . ,-,, N►" - . ___� - I- / ,-' / ,-,.. - ---.. __ 1111 / �(/ = w I i .. , � I' I I / � \ 11 5TA5102ATION/MIX ,/ __� ��' / 1-1 "" I , i ; _J 11 _� - 0 1 / I \ '--. _� __. .., . .1 J I�D . _ - __ - - g INSTALL TEMPORARY, PORTABLE EARTH PROCE55IN6 EQUIPMENT FOR 50REENIN(7, La I-- =) (z 2 \ I , �� , ,,'I 11 'I J` . _ "I ,_ .-1 _1 --- - . I 1-1, __ ./ I �11� / _____ - .�,� ; �_,_ - LA_ c) 0 ", ..', I I 1, 1 - I ! •\, 1% 11� - - -- �11 �', "I ,__ Z , ,Z ,--- --- -,, -1 / — � I I ",\ CRUSHING 4 MIXING EXCAVATED MATERIAL, AS SITE PREPARATION PROGRE55E5, Cf) = I I i i , I . \_-, 1'-1 __ ___.,� _/ / I / /--- 1-1 .1 11_� - �.., I-' 1-11 , �_, _ ,L"- & - . �R -.- -- -- . --goo IA. LL. .11 , � 'I !; I I \ 1-11 - " ", ,_ �!,__ __ , -n a C, 0 1 , 44C L w wl k I - . 6 - ,I. - -1-111.1. __1 __11 91" -.-, � "I z Z / z - - "I \1 11111111 — Qla ii IMPORT MATERIAL 4 5TOCKPILE AITHIN "FLAT" FLOOR FOR USE IN MIXING = . - -2�� . " . I EXISTING BORROW MATERIAL AS "FLAT" AREA EXCAVATION PROGRESSES. Q. in < � 1 1 I I ) I I .. - - - - . -.11 -, / ,__ __., ___1 �'11 I/ / 1z �11' __ " I , I 11111111 JAV-� i I I / . - I 1". 1, --- I 11, I-— 1`� __ z /// / / I-1 x __---- - __ --- __ __ - - I 1(< ., 11111 .. --••-•••_. .. •._..._.._.._.._.._.._ ..... ,W) a. I � . *11 11 I --I-- \1, _*1 x / -1 - -- -..--** - M!7-1-1-1- ------ _ � t. _-, -1 �',[_— � - I - � I � It ., "L __ ,-_., ,� / �_ __. . �.. L" t- I-- , ., . o, I,-,- — - It � . . __� ", _', (D _� -7 TOPSOIL WI LIMITS OF SEDIMENT BARRIER i I H 1. ., .�, / STRIP 4 STOCKPILE ANY EXISTINC w I � ,I I � 11 '1-11" ./ , .I--, "I" ,� . ,// / l,l / /. .-, , ` .--- ___ _.. I 0 , . 0 .. . �5 Cn fL i ,I It . I _6 19 t \ \1 , I-- 11--' ".1 1�1 / /,/- ,___ - . I ' ,� -;RADIN(7 AREAS ON UPPER 5LOPE5. a uJ I \ \ "_ - 1___� I I---- 11� l/ / '14 I-— -1 _ .. - -.=& - X. EXGACATION/C . C:) OWA � 1. _ -1 / 1-11 z 1-11 � / , .. 1. - --O.@-- __ Ck. la -M .4 I., 9. - " 1 � . ),\ 11 . _�'. , \ . ___ - I—, 11-11 �� _.,� I" / // "" __ __ -, _-, , - "" .. � "I" It TEMP SEDIMENT BASIN ___ \ -) WALLS 11011 4 "Ell WITH BACK FILL AS REQUIRED - . � � "I / I -,- ,.,, ,�' I ,-, / ._1 . . .1 1. I 9 EXCAVATE 4 INSTALL RETAININC C:) in " . \ \ \ I -- I'll ,., I - / _/ / ." ""I / � ','. 11 I BOT EL. 202.0 FOR ACCE55,70 UPPER SLOPE. w , / ( . \ I \\ "' '. \. - � __ . - - __ I . 11 -1 / / , : : . � .L.., / . � I �\ .. \..\ I _ .1 . .. ..... - ,�, -1 I - "I _11 I " - ._� ,,- " V , ,/ ,- I ,�,, I./ -, - f , � \ � , , - ,-- - - -, z / ,-- ---- � � � I �_ z ___ ___ __ ___ .- ____ _-, "_� ,�, I- I--- -k , .,. ,/ I \(�\\ \ \ __ - ,__ _1 ,--, �, "I ,/ ._ __ ., I l/ ""' I in TOP SED 5TORA6E EL. 201.0 (W CY) I Ck. 0 -T, '10 , \\6\ \ 11�. -..,. \ -,.-. _ _�'. _-, I-, ., ,----' 1�1 ,�, 11� - - ,-* -11. ,;r- I\ -_ : *� " TOP WATER EL. 211.0 (0.2 Ac -Ft g BOX -OUT 4 ROUGH GRADE PERMANENT ACCESS DRIVEWAY OFF GT ROUTE85. \ ...-- � . " Z ,/ / _11, I . , � , . _ .-. I-- /, . ,/11 __ - - . I � 1. \ \ ", -1 __ --- - .,-,' .. --- " I-, _ .1.11 - ,_- i I I t 0 \ \ \ �, '. . . . . . . - - _.. __ --.,- ._", - ",* 11 1-1 / ,.", : I CRUSH, SCREEN 4 MIX MATERIALS FOR DRIVEWAY BASE / I / � � \ (,%\\ \ ",\ I - // -- --- � ....., __ _ ,---**' __ . .., �, 11-1 ""� .00 ...... ...... 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I / I , � -_ , " \ \ \ I.,. _� ____ .__ I I . / "I .1 , \1� "I, ( CONTINUE MIXIN6ADROCE55IN(v OF BORROW MATERIAL FROM 5ED 5A51N . �_��_ , \ . - __ I � 1� / �, . .- I I - I . . . \ C250 , " 1-11, - ,7�� / -11 � 1, �--\ \ \\\ . '\'% \ '.._ ) .,\ "� i . I ... .. _� . __ .:_ .., __ . - I / �11�, /I /_1 __'. �, / .., ___ - . , EXCAVATION TO EXPORT OFF-51TE MAKING ROOM FOR CONTINUING "FLAT" FLOOR I ___ .- ___�, . -'-..--- 1__� I ,_ --- -.,, .--- I— . �, \ I._ //' 1_� "' I / 11 ), . ! ,_ " /' .. .-, . I . I .4 --,- I . "I 11 - 1.11 .,_� . PREPARATION FOR FINAL EARTH PRLXE55INC-7 EMIPMENT $ REMAININ6 RET AALL5, - \ \ -1 , _. 1-11 . J I / , PRE 7' \ //,- �, i � , � � N \\i �11 1 I \ - -.-- � I I 1\ -1. 1,, - _� 1-1 _. \ I . . -.f - �_,, �_ ./I / / 1 / I '1/ / . _.,�, " 11 I / -1 / . '. ,_- I It \ I \ � -_ "I _-1 --- . \\ - 1�� '1� / ,/, /, __ I _... I -1. II I I _ I i 6%, ... - ,--' 11 - i z /�5\ IN5TALL RETAINING WALL "A" IoNITH EA5TERN GRAVEL RAMP. I . -1 - ! 11 - __ . � I . . 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IN 22q.r- . ! __ __ .. .--, EROP/E6 CvRA,5�Er? �FEA5 A!3'RWb �) I -P Ir,'\ ( ,ON5TP,UC,T STONE LINED 5TILLINC75A51N, WINGED HEAD WALL PIPE $ 5FILLAAY . 1 1 1 ', ,.% \ \ " .,." � . __\ I; - / 11 '. - -.1 225.2 I- �, / (4� � I "' I/ 1/1 "', 1-1 MAINTAIN STAKE \!�/ . , � '*' , . /. tl - ", ".., � - .. ,_� r / 11 I t \. \ - I ___ I a .. / ,__� ,� / 11 �Oy, .- --- . SEDIMENT FENCE AT 5 FT OFF AT NN CORNER OF PROPERTY ON OT ROUTE 161 FRONTAGE. I i. I . . . ", / � I'll 1% ---' _ . . . . . I . . ./ , \ I . it k \ \ \ , . \ -1 I." 4 �_ .\ . - . . / ''. -"O� , I , ., / / / \ I i � 1\ %\ \1 "... -_� � �, .1 I I . / �', I'll � , ,,, 1-11 1-11 PROPERTY LINE ALONG NEW IN5TALL 5EDIMENT PROTECTION ON INLET OF HEADWALL. k, I I \ \ \ N ,_ ". ', \ _..., . . I .. . ./ " PROP. 5L PRECAST 000 "� /y / .,., I " 'I-, / , . J i I \ k , - , I -UP PLANTED BERM \ , N � \ \--,, It _ � - 1-11 / " � - &'H BUILT __ � i , .._. \ I I \ \ I \ . I . .- - .- . -, ..-., __:_:. -/- ___ __ - -E3L:OCK5(p7,*5'--5PA,0l`N(5 .11, ,,--" / ,/ z " ..'� / �) n6 CLEAR 4 STRIP TOPSOIL IN AREA5 OF PROPOSED PERIMETER EARTH BERM, 5KkE .J / i I � \ , � \ I % 11_1��b - __. . . \.. \ CD " /0 . AROUND TOE OF STOCKPILE ' ,- ._�' '1-1' .1/ / /I .1/ �,/.1-11 "I' .. - - 11-1 I �) " - ITEMPORARY I \--f 4 MAINTENANCE ACCESS DRIVE ALONG NORTH, KP_5T 4 5,%TH BOUNDARIE5, I . I \ I \ I ,� \ �, z I--- I'll 11 I "I, �� - " . . , ; � I � 1. � \ �_� � \ . --- 15TA(71N6 AREA (PERMANENT) I ,,--- 11� ", I—, ." I I/ C) . �" Z � - . I \ \ !� � � , \ 11 \., '__� X\ \ . -�., "" ,�, II ,� � "� I � "I, - 1-1 11.1 , "" ", 11 \ -- - -_ 5TOOKPILE TOPSOIL FOR REDISTRIBUTION AFTER IN5TALLATION OF EARTH BERM 4 � It .1 . "', ""I I , � -.-''-. __ ___ _� " "I . , - ,.�.',`�;: 11 N �', I -1 1-1 I �, _.- Z.- " ;: NEW 1,150+/ -LF P15TUBE12 AREA5. PROTECT STOCKPILE WITH 5EDIMENT BARRIER, !I I , ) 11 \ I'll, , \ N, \ \. ._1111 _'11_11 , I'll. ROP. 350+/- LF PERMANENT ,1/ ", , / I "', ""- �,; "I � 6H PLANTED BERM - "I , I I ) I : \ , ----- '___ __ - . zl" , 1-1, "'� 1�?_ / \ , p � \ ... I.-, . INSTAL 1- ___ � / / 1 .", ", ,,- ,x I'll . - // ( ) - . / I J / / � ( ,� )R�-5EED/REPAA DAK�66 5TAKED 5EDIMENT FENCE - __112�12_0 I,-,' �, / --- TYP ALL (5) 5I!;)E!5 /7\ IN5TALL EARTH BERM 4 DRAINAGE 5KALE ALONG 5OUTH, ?III $ NORTH / IV, I /. / \ \ Z 0 \-Li I / I I / .1 . 5' OFF FACE OF 0 _____ "', 11 I .". z . -.1 11141* BOUNDARIE5. FIN15H GRADE BERM5, TOP501L, 5EEP 4 MULCH 015TURBED AREA5. k k 'I I ! / \ I 6RA�5F_P _�,�, 00 I ( ) / � ,//OR ERODED AREA5 A$_RE0'ff)' 2-00 . ! I!. .. 11 \ . 11% � // / \---1 BLOCK-FERHMR 1_� ,_ ..__� - " I v INSTALL ,UTE NETTING STABILIZATION ON EXTERIOR 51DE OF BERM ALONG FRONTAGE. ,;..." X. � ,1- 1-._� - I - - ",-� .!, I f I \ � --- 11�. J / ___� I - _�. I - owl- y - _"... ,.-. - __ --- - , , i � I " (_9)�A/ - 5 5 � �: 5 � _. �4*,_ " i INSTALL X50+/ -LF X 6'N X 2'O 11, I I I 1. ! 1 ---, .. - __ __ / pol-(0) INSTALL 614 CHAINLINK FENCE ALONG FULL 51TE BOUNDARY PERIMETER AITH - , !,� � I ; . /I-- �', ;r'. �W�: , -I' 3.1�_,.;� _6\ z --- \.M/ I - .. -.1-1 ` -,,\ i t � I I i I I I - - " - ., 1�, I / , 1 17 / - "I, 9 - GRASS -LINED DRAINAGE 5NALE I LOCKING MAIN ENTRANCE GATE OFF OT ROUTE 55 AT PROJECT ORIVEKAY, I I s " I I ,_ I �r' / 57Z __ ,e< \ 1.11 I I if, I I - - 11 I I - � __ __ / Z I , HAYE3ALE DAMS AT 1255PACIN6 I � I -, - - ".- _.. _. --- 1_� � I 11 11�_ 1_1____,,� � ( ) PERMANENT (�) IK5TALL APPROVED 6RA55 5EED STABILIZATION MIX ALONG 5, N $ N AREA5 THAT Iciv , I J� ,111 . �,� 0011- �, :;� - I/ .- .,. — J I '+ ' I .", " .- I .,� ARE P1511)RBED B'*( PERIMETER EXCAVATION WORK TO PROMOTE 5TABILIZATION. Z / - //'///" - , _ - - ,� , , �:� - �- 1\ I -I I 11_� ,, - / / "I I-- g CONTINUE EXCAVATION/GUT OF PROP05ED PROCE55IN& FACILITY AREA 4 ,,;? 9 0 I ." ...- 211.10. I" � - I .1 -.- � '. I I -� I.,., , - . .- '. "I ��", � I . .1 1. ,_ 11511 llc 11 . I I I I 1., \1 1. - - ,�. I "I _/�� I . IN5TALL REMAINING RET WALL I , I "F` $ PERMAMENT MAT'L 5TORA6E BIN5. , (k \ \ - � I" -1 : / / � III- 4. -, - --- '.11 11_� &L EXCAVATED/GUT AREA5 WITHIN THE "FLAT" FLOOR I$ PAVED ENTRANCE DRIVEWAY / - � '1.)\1 .k, - -("N .� .1 I I z ...", '. .. ,.---_-,-..1`I / I./ - - INSTALL MOD. SIZED RIPRAP kNI ", . -1 I .� 00- I -, 1, , " " . I , . \ - \ I 1%.. 2 !'r1-1, 4 - 1-.0 '/ V%4' _� I- - �1� k\ I-, STILLING BASIN SHALL CONTINUE TO BE GRADED TO DRAIN TOWARD PERMANENT 5EDIMENT BA51N. ' It" �II � \ ',\'�%\ \ \ �� \ . �� 6 t -1 - � --..-.-- ___ - __ I 1// � .. I./. NATER STORAGE EL. la,5.00 . P" INTERIOR DRIVEWAYS UP TO 4 INCLUDING UPPER MATERIAL i " 11 �, \� . I ;. 11 . GRADE GRAVEL 5AFAC 7/r � i 1� , -1 , , ') `1 -LF - ..-- / 9 IN5TALL 4 C I \ 6, "r ENO NEA 1,750+/ .- - - I ,,- / ( ) BOTTOM ELEV. I83.00 I i N . N / 11 k \ (:2'H PLANTEI? 5ERM . - ..... I A " \ , "(1 \1 - 5�5 - - - � , [gig .) ,\ ( )'1,7P ALL (5) 51 . , 9�-111 .-" \ I i . I __ -1- N .. EX15T 05 _-, I . _11 / � TF = 165.2 0/� 11 --- __. __ __ __ - __ __ � - I I _- ,_`� � - �/, i 6,1, ,_ -,,, -, ____� IN5TALL 500+I-LFX'&`N X 2' I? - I . r- � . .1 MAINTAIN STAKED . ____ r- ----.^' '. -, __ .. I - 4 01 RA55-LINED DRAINAGE 5NAL I'll". V' i �5ALEDAM5 AT__125!-5PAr_-,1Nry , o I I` u SEDIMENT FENCE AT 3 FT OFF HAY " " "I" .1 J I I 11."... ",� 11 PROPERTY LINE ALONG NEW PERMAMENT I __ _ ___ " 1�1 ."., "" 1�0 �r " / , ., , ' Z'11?/ -, 6H BUILT-UP PLANTED BERM , ,_ _-- 11. I--,' aa` / t.111 -_ - E TEMPORARY (f� -..--.-...- ------. __ INSTALL 100+/:-LF_,� �-N X 11 P . I . . MO PIFIEC� 51Z.EP,- RIP -,TRAP 5,W`NE,, - 1-11-11 I',.,- 11 "� 11-1 ", I %!"I I - Cb/) __- . q _ I E 0 -_E--5AAL"IT �.11 I,-, / ` ___�, I -IN �PRAINA�p 'H / ,,,/ , . C - 1, 'I., I'll-,, . STONE CHECK ;?AM5rAT ' - ,, , / .1 __� �&., " �, � . us 1 125 FT 5PAr,-,IlI (FERMANE,W) .,/' , I--- -` 1 ,_11 I—, / I" -_ � - �` -__ / .;= IZ ___ --- G�// I .DRII�,lz I r 1_ I- I /�,' .. FREF-50ARE? = 20 . . I . MIXIK(515T0(,KPILE 5TA651% AREA5 AROUND UPPER RETAINED 5LOPE5. IN5TALL CIONC, 71 6 ( - 1� E3LXK5 4 5EDIMENT BARRIER AROUND UPPER MATERIAL STOCKPILE 5TA(7lN6 AREAS. - OVERFLOW EL .11 . 1-1 . � 11 __ g INSTALL FINAL MATERIAL5 PROCE551N& EOUIPMENT 4 FUEL 5TATION 5FILL PAI I- NEW C I I _-, INSTALL NE: CONCRETE .�, "', , g IN5TALILARE-51EED 4 MAINTAIN APPROVED GRA55 SEED MIX ON ALL REMAINING / I/ 11" NINI67EP HEADWALL � I 11 - / " " 1. ( ) TON EL 111,00 015P)RFED WACE5 OUT510E OF GRAVEL SURFACE PROCE55IN6 FACILITY 4 DRIVES. I \ _1/_1 if . . " ,� "I I INV 164.00 OUT la I . g.END OF PHA5E 2 5E56 5EQUENOE �,� I ___1 INSTALL MOD. 51ZED RIPRAP 1!_�!fln I "/, . . �,, 1& - I'll. / . I-. LINED OVERFLOW 5PILLNAY . / . I E0.3 , \\ - / . . __11 5 1 1 __ I :- T O/F ELEV, 115.00 . SE I q) EXI5 _D-6 I - - . / /' .., X�S C141) 9)MP IN5TALL NEVi.4aLfr' IV' R61F 5=0.01 1 1 . - k-,...-- .. I.-, "., / � 7=1135.5 SCALE: 1 " = 50 0 50 100 150 200 . . . "I,--" EXIST I . ** INV=1,32.6 I PROJECT ACTUAL . I—, .. = M �� E IDYiAl I . EA GONG ( ) 11; IIIIIIIIIIIIIIi I "I � .,_� N - REPLACE NITH N: (�) = NORTH NORTH "I 1N\/=1,50.4+/- \ TYPE If P-6 INLET I %MP . "I L —-,V, 11 ----- --- - . . .. / 01* I 11 =7 , - I - = _� = - =- � - I - = , 1' I , I : , H11 i I �N cr / i I ; 11\_/ . I I , ; I \ I . 11 1 ,i) \ 11 ,� LP] / III! .1 ) ` / i -, 2 11 Ili L�l / .2 cr)"t i � / i I I ( , I � a to , I - IIIIIIIIIM M U) M a C:) �,� � � / / J � 1 :3 0 13� , .;E c1r) 11, I , C -1., �0 11 LLJ '0': 0 n In / I 11 �� U / UJ 0 In / — . 0 I -0 16 r- 4qf .. / .// .F C 6 � - 0 i - x 10 J uJ w �. (.) to ! /I - co >_ . CL ""-. 0 .1 C ^ 0% I ,; .-I >? C ,%ff a i -!E� L-% \ L. a,u LL- !//, Q� C I 3� .- I # , \ .0 -6 q 'i P. z 2 0 I! 1� -11, _+_J "-- - a -+- U'.) u . 4-4 III- (f) 0 , , -.3 -1 I =1 �, \1 C , 4ko u a .0 V_ 0 V_ -- ) 0 0 '---. ,.,) � (f) r_ w Z to 1-1- -1 4-a IIIIII __.. � .� ., C: 4-i - 0 4) ~,11 () (A UD a- d I :3 Ln -\ . I . . -C c1r) 00 %, 'I () k. ..J w _-, F— , 6 11 ,� ""',>I / / ,.- ... - ,-. r./ j, - CL ." ,.', ... � /--. /"-.---' � f /, " " , 1 .... .... V I `, I '"-:::,._,/, . . . � �, � .• :- z " • 6* Z • lo 4 �q .0 , IV 42F.I•i 4"I -- EDV4ARID H. NENKE III, --PE CT FE # 16771 kf) 1i I 1 Z (-) Z_ I-_ < IS) y -41 x & 13 [1-1 2 0 v- I- kD w If, - 0- - _ 0 [)C --I- --:3 () n�` E , xu- ul 0 — (3 y ' 13 z Q - _L_ _1 tL \.,J it 6 § a�'- -C)n()QQ UI K ui " -L, Z " ti -I JU0[A V2 )6 ILI �j@tYLI< ks) 11-14) � IIJ 1L z :y �!, WIYL-, -, x x 0 U Q I--- - ) Z W y "-I I- -w0K _�_rz _ zi w , r-- �_ . x Ill .. ix - z ,a Z u- I Ly � tl,- 12 ILI uJ - - i -I , " T 0- K ;5 J ly W .-I II] - r- K -1 I- __ __< C%L w 2;! < 0 C, <:r z 1-- = W-2 I u- . - --- REVISIONS LTR DESCRIPTION DATE A 155v= FOR 12.15.16 WETLAND PERMIT B - 155UE FOR 01,21.17 51TE PERMIT C TOWN/AGENCY 05.10.11 COMMFEN75 - D I --- � TOW NIArv"EW( 04.03.11 COMMENTS - � --- - r I . - G nNomm" Q _< LL. w Z ks b1z ,rp 7K CL Q7 LL1 § *ISO o< cr) z ge. cf) 39 I 9 i Cu ` g 0< 0 . I,_ I %J �b w .. J 1" a. ..J ts 8 § 0 8 sup ul z iL q 5) m L LJJ E= 6 in � M--1 31 1== LZLII Cf) n smug Cf) (L LLJ (L 4C CL 0 KL. I _J < ..I Ir I M a- W 100 = It C%J IIIIIIIII,_ 2 =) at N x = 2 &60 0 In in 5 lb Lia - 0: M w 4r Cn w - 4< < u . b 3 L.W .�_� aCnw I-- ?s I C> in am 0. — w -A .4 00 CL. 0 AI � I I SHEET 5 OF 17 Scale: I I - 50I Date DECEMSER 2016 Project No. J L 160827 42" HIGH 2" DIA 5CH80 5TL PIPE W"cLDEO FALL PROTECTION PcR50NNEL GUARDRAIL A55EMBLY PER 15C, 5ECT, 1013 2.5H'x2.5'&5.O'L INTERLOCKING PRECA5T CONCRETE 5LOCK5 N/ GEOGRID TIEBACK5 NGT. PER BLOCK = 4.3K UNIT NGT. OF WALL = 0.34 K5F NALL FACE HEIGHT VARIE5 (5EE GRADING PLAN) (25'H MAX HGT = 10 EXP05ED COUR5E5) 5I—oil 1 GOMMERGIAL MATERIAL HAUL:---_-'--� } 3 -AXLE TANDEM TRUCK 1 i 1 MAX G.VA. = 58.4K I �I 4j MAX AXLE LOAD = 36K 1k I qQ COMMERCIAL MATERIAL HAUL: ' 4 -AXLE TRAILER TRUCK ` I MAX G.V.W. - 13K MAX AXLE LOAD = 44.5K t 1 ��:...._._--:-_-. ..._ .::T _:.:: :::: -_-- ,N : f_._............._._...-......._.._......_..._.._._.._._.._.._._____.___...... .... _...._.__..._.___....._.......... .._._.1..._...._..............._..........._...................... ........ ........ ....... _........ _........_._ __._....._..._......... ::_�._.__ :i^I' t3f', i'AVcD tf71 S/ �ii�•• �. )EER RL14 LU 1...... j I __........� ... ._.' w�/........... iL_ -' _.1_...... r._ .... _- _..._.... _ .._ ILI - - _I 1? `D L o a Lni. v J. W Ln t y w � Q 1 ( 1 .0O k r Lld > U / IV, RCIF I t LU 1 I 1 1,i i SURCHARGE i X`� (o(� 4 X ! FAF WHEEL LOAD / 22.2K MAX z Q WHEEL LOA 22.2K MAX 010000, / ILI1 ac 0 �- Lu illAft�ikr�j�"N of rrrrr♦ 1,' ,r Pw x o DNARD H, wENKE III, PE CT PE # 16771 000 z / 1 n n n —on lu ryd p��- q) to o (v �owu�u11� D- z ►- to �! W tY �'- ,ii n/ �a �;° r•_;� } -d- q ..r u�.�-A o o ty 17 -� _ F-. 4- �y x < IL zd0Qdinz(3unKwU)0 REVISIONS LTR 0 DATE 0 FOR 12.(3.16 AETLAND PERMIT 42" HIGH 2" DIA 5CH80 5TL PIPE W"cLDEO FALL PROTECTION PcR50NNEL GUARDRAIL A55EMBLY PER 15C, 5ECT, 1013 2.5H'x2.5'&5.O'L INTERLOCKING PRECA5T CONCRETE 5LOCK5 N/ GEOGRID TIEBACK5 NGT. PER BLOCK = 4.3K UNIT NGT. OF WALL = 0.34 K5F NALL FACE HEIGHT VARIE5 (5EE GRADING PLAN) (25'H MAX HGT = 10 EXP05ED COUR5E5) 5I—oil 1 GOMMERGIAL MATERIAL HAUL:---_-'--� } 3 -AXLE TANDEM TRUCK 1 i 1 MAX G.VA. = 58.4K I �I 4j MAX AXLE LOAD = 36K 1k I qQ COMMERCIAL MATERIAL HAUL: ' 4 -AXLE TRAILER TRUCK ` I MAX G.V.W. - 13K MAX AXLE LOAD = 44.5K t 1 ��:...._._--:-_-. ..._ .::T _:.:: :::: -_-- ,N : f_._............._._...-......._.._......_..._.._._.._._.._.._._____.___...... .... _...._.__..._.___....._.......... .._._.1..._...._..............._..........._...................... ........ ........ ....... _........ _........_._ __._....._..._......... ::_�._.__ :i^I' t3f', i'AVcD tf71 S/ �ii�•• �. )EER RL14 LU 1...... j I __........� ... ._.' w�/........... iL_ -' _.1_...... r._ .... _- _..._.... _ .._ .......... .. ..._.... _. _.. --_...—.. ......... ...__.._._.__...._._...._......_'- - - _I 1? `D L o a Lni. v J. W Ln t I �.... w � 1 ( 1 .0O k r Lld > U / IV, RCIF I t TRUCK LOAD 1 I 1 1,i i SURCHARGE i I UFPER GRADE EL. 240.00 4 f zi FAF WHEEL LOAD / 22.2K MAX z Q WHEEL LOA 22.2K MAX 010000, / �Q1 ac 0 illAft�ikr�j�"N of rrrrr♦ 1,' ,r Pw DNARD H, wENKE III, PE CT PE # 16771 000 z / 1 n n n —on lu ryd p��- q) to 0 s �►-�Lm�O�-��Cz �owu�u11� D- z ►- to �! W tY �'- ,ii n/ �a �;° r•_;� } -d- q ..r u�.�-A o o ty 17 -� _ F-. 4- �y x < IL zd0Qdinz(3unKwU)0 REVISIONS LTR DESCRIPTION DATE A155UE FOR 12.(3.16 AETLAND PERMIT B 155UE FOR 01.21.1"1 51TE PERMIT C n n n n n e n n n n n fi n n n A. n n n n n n n 9 GOMMENT5 TOAN/AGENCY 04.03.1 1 COMMENTS, Lijz O �.W Cf) Cn I I ICf C z 0 cm 8 Its Lj z Cf) (L~ :LjLao 3z �t CL CL LLJ t n . W O Lai (L. w RETAINED 501L: W ' 51LTY 5AND $ GRAVEL MIX / w� MOD. DENSr /6 n 0 A rl n n n n a 0 n n n n n O O Scale: AS SHOWN / DECEMBER 2016 / / / / / n n n n n n n n n e n n n n n n n n e n n n n n n pe n n / n e, n n 0 / / r / / / n n r, n n n O e, e n n n n n n n 0 / / LENGTH $ TYPE OF GEOGRI D TIF -BACK RE I NFOROBMENT / r TO BE DETERMINED @ 2'-6" O.G. VrRTI c,ALLY (EVER)" BLOCK GOUR5E) � o/ o LOWER GRADE � EL. 216.00 rh 5A5E COJR5E: (1) FULL BLOCK BELOW GRADE a" THK. COMPACT GRAVEL OR 6" THK. GRU5HED 5TONE LEVELING BA5E BELON BOTTOM BLOCK GOUR5E .. im� � ie , •�► �kl W z j z o MMa W LU r D z0 �U o� LL CL' I s It. INN" CHAMFER ALL EXP05ED EDGE5 5r°NF LLr n n n o Sp/LL Y TOP WALL EL. AD RW -I.) ALL NEW CONCRETE BLOCK R.ETAINNING WALLS SHALL BE DE5IGNED BY A GT LICEN5ED PROEE55IONAL ENGINEER AITH 5TAMPED/SEALED CALCULATION5 5J5MITTED TO THE BUILDING DEPT. PRIOR TO BUILDING PERMIT 155UANCE, RW -2.) A� GT LICENSED PROFE55IONAL ENGINEER SHALL MONITOR THE 005TRI)CTION OF THE CONCRETE BLOCK RETAINING KALLc- AND 5HALL PROVIDE A FINAL CERTIFICATION OF CONFORMANCE TO APPROVED DE516N CRITERIA TO THE BUILDING DEPT. CONCRETE BLOCK (RETAINING I WALL SECTION (24.0'MAX, RETAINED HEIGHT) TRUGK SURCHARGE LEAD ABOVE #5 @ 12'OG E W. 31t MIN CLEAR I NY 134.0 4000# GONG #5 @ 12"Oe, E.W. 2" MIN CLEAR 1 _ N! TOP 5TONE EL. 163.0 SECTION A—A x I:o GONE 4 PROPOSED CRUSHING/SCREENING do PROCESSING/ STOCKPILE AREA 41o' RETAINING W • ALL 0 It �,�? �0'0, RETAINING WAS 185' I RETAINING WALL- LAYOUT PLAN \\.._../ SCALE: 1 " = 80' 0 80 160 240 TOW EL. 11 400 u C PROJECT ACTUAL NORTH NORTH TOP WALL EL. 1gI.0 --(2) R4 DIAG (TYP) ; u ', Q'; 1 f; ALL 51DE5 OF PIPE 0i ;If; tj l OPENING I`'C L o a Lni. v J. W Ln t J w � Jr .0O k r Lld > U / IV, RCIF � C0 is o c o INV 134.0 I TOP STONc EL. 183.0 ® U) 1 4 V zi FAF ALLE z Q N 12" THK LAYER 3/8" CRJ5HE9 STONE DA -5E � ac INN" CHAMFER ALL EXP05ED EDGE5 5r°NF LLr n n n o Sp/LL Y TOP WALL EL. AD RW -I.) ALL NEW CONCRETE BLOCK R.ETAINNING WALLS SHALL BE DE5IGNED BY A GT LICEN5ED PROEE55IONAL ENGINEER AITH 5TAMPED/SEALED CALCULATION5 5J5MITTED TO THE BUILDING DEPT. PRIOR TO BUILDING PERMIT 155UANCE, RW -2.) A� GT LICENSED PROFE55IONAL ENGINEER SHALL MONITOR THE 005TRI)CTION OF THE CONCRETE BLOCK RETAINING KALLc- AND 5HALL PROVIDE A FINAL CERTIFICATION OF CONFORMANCE TO APPROVED DE516N CRITERIA TO THE BUILDING DEPT. CONCRETE BLOCK (RETAINING I WALL SECTION (24.0'MAX, RETAINED HEIGHT) TRUGK SURCHARGE LEAD ABOVE #5 @ 12'OG E W. 31t MIN CLEAR I NY 134.0 4000# GONG #5 @ 12"Oe, E.W. 2" MIN CLEAR 1 _ N! TOP 5TONE EL. 163.0 SECTION A—A x I:o GONE 4 PROPOSED CRUSHING/SCREENING do PROCESSING/ STOCKPILE AREA 41o' RETAINING W • ALL 0 It �,�? �0'0, RETAINING WAS 185' I RETAINING WALL- LAYOUT PLAN \\.._../ SCALE: 1 " = 80' 0 80 160 240 TOW EL. 11 400 u C PROJECT ACTUAL NORTH NORTH TOP WALL EL. 1gI.0 TOW EL. 151.0 -- T FRONT ELEVATION STORM DISCHARGE HEADWALL AT STILLING BASIN --(2) R4 DIAG (TYP) ; u ', Q'; 1 f; ALL 51DE5 OF PIPE 0i ;If; tj l OPENING I`'C L o a Lni. v J. W Ln t I 3" MIN CLEAR w � .0O k r Lld > U / IV, RCIF � C0 is o c o INV 134.0 I TOP STONc EL. 183.0 ® U) 1 u V 1 m Nowwmyft- �f .._ C z44 o u n l BOTTOM WALL El_ 17Q.5 4D cr) Go 12" THK LAYER 3/8" CRJ5HE9 STONE DA -5E � 10'_0" TOW EL. 151.0 -- T FRONT ELEVATION STORM DISCHARGE HEADWALL AT STILLING BASIN ; u ', Q'; 1 f; 0i ;If; tj l � to I`'C L o a Lni. v J. W Ln t w � .0O k r Lld > U / � C0 is o c o i (LL.1... ® U) 1 u V 1 m Nowwmyft- �f .._ C z44 o u n l 4D cr) Go fA x m CL illAft�ikr�j�"N of rrrrr♦ 1,' ,r Pw DNARD H, wENKE III, PE CT PE # 16771 000 z �Q �ju <os —on lu ryd p��- q) to Q«.r�w�. s �►-�Lm�O�-��Cz �owu�u11� D- z ►- to �! W tY �'- ,ii n/ �a �;° r•_;� } -d- q ..r u�.�-A o o ty 17 -� _ F-. 4- �y x < IL zd0Qdinz(3unKwU)0 REVISIONS LTR DESCRIPTION DATE A155UE FOR 12.(3.16 AETLAND PERMIT B 155UE FOR 01.21.1"1 51TE PERMIT C TOWN/AGENCY 05101 GOMMENT5 TOAN/AGENCY 04.03.1 1 COMMENTS, Lijz �.W Cf) Cn I I ICf C z 0 cm 8 Its Lj z Cf) (L~ :LjLao 3z �t CL CL LLJ . W Lai (L. w W Dwg. No. 8 SHEET S OF 17 Scale: AS SHOWN Dote DECEMBER 2016 C oject No. 1608 EL. 240 i 1 EL. 230 EL. 220 s EL. 240..,.. 1 EL. 230 EX15T GRADE _ .._...._ ...._ _..... TO BE GUT---�---........__. _._ ...._ ... _..... _._ .._.. _.._.._._ ._......_... .... _ _ , .__..__ .._ _ _._ _- _ _ .�_ ...._ _..... _._...µ.. EL. 240 -• " ' "' ADD (1) ADDITIONAL BLOCK COURSE " DRIVEWAY GRADE AITH 42"H FALL PROTECTION RETAINED BEHIND NALL REQ'? ON TOP OF TH15 WALL TOP COURSE EL. 231.0 r lu i EL 220 o EL. 230 j 1 `PROP. DRIVEWAY GRADE -- EL. 220 j EX15T GRADE ADD (1) ADDITIONAL BLOCK COURSE TO BE GUT--\ El .240 1 ---TOP CCUR5E EL, 236.0 EL. 230 i EL. 220 ........... ADD (1) ADDITIONAL BLOCK COURSE DRIVEWAY GRADE WITH 42"H FALL PROTECTION RETAINED BEHIND HALL-, REQ D ON TOP OF THIS WALL — TOP COURSE EL. 241.0 4- — EX 5T G DE _ _ -- - GRAPE EL. �16.0 BOTTOM COURSE EL. 213.5 RETAINING WALL — C MA55 GONG BLOCK DIM's = 2.5'W x 25H x APPROX QTY = 860+/- BLOCKS REO'D _ GR:A5�E-122 ------F __ _ 7- _f � BOTTOM COURSE EL. 218.5 _ GRADE EL 213.0 HALL LENGTH AT BASE = 415' V 807TOM COURSE EL. 211.0 EL. 240 i EL. 230 r EL, 240 EL. 230 EL. 220 EL. 240EL. 240 ------ ....---.__...._--_..'.----.-.._---------- ------ _------ _._...-----..._...._.._._---...__._.._.._____.----_._-_.----...----...___..--.•---._....._._.._.._.___.___.-------__r_...._____...__........._.....------.-..___.__.._.-___.___.__.___-__.__ 1 DRIVEWAY GRADE ADD (1) ADDITIONAL BLOCK COURSE I WITH 42"H FALL PROTECTION TOP GOUR3E EL. 236.0 I RETAINED BEHIND WALL REQ'D ON TOP of TH15 NALL ^" ' t EL. 230 EXIST GRADE EL. 230 .._.........._......_....._......-_.._____.........._._...------ ---- ------- --------------- --- .._-.___ _._._.....__.._-..-.........___...__.__...._...._....__._ ._- --- N 0 r I I HT -�— --_ 22 EL. 220 ` ! _ __ _ _. - ....... 4- -. f. - _ _- GRADE EL. 216.0 RETAINING WALL D BOTTOM COURSE EL. 213.5 — MA55 CON( BLOCK DIM's = 2.5"r'{ x 25H x 5'L (ACT » 4300#) APPROX QTY = 200+/- BLOCKS REQ'D -._ ...._ ....__ .__. __..._.- --•- -_ _ WALL LENGTri AT 3A5E = ISO' _ _ - � _. EX15T SLOPE GRADE '• ~~- TO DECUT-� 42"H FALL PROTECTION -". NOT RE(= ON TOP OF THIS '/`TALL -- `� TOP COURSE EL. 242.0 An EL. 240 o ---�`) * _ _...__. _ �_- ---- ---- ---- --- _ _ _ _ EL. 2 ' DRIVEWAY GRADE FACE OF HALL _ -�-^ A BOTTOM 00)R5E EL. 231.0 I EX15T GEODE _-- j RETAINED BEHIND '!{AL EL.230 EL. -' _. -- . 230 L T TOP COURSE EL. 224.5 iEL. 220 ! _EL__ 220_ )— GRADE "cL. 211.0 REiAiNING WAIL — E MA55 GONG BLOCK DIM's = 25A x 25H x 5'L (ACT = 4300#) BOTTOM COURSE EL. 214.5 APPROX QTY = 230+/- BLOCKS REQ'D YVAl.L LENGTH AT BASE = 310' -^— ' -- 10' MAX ADD (I) ADDITIONAL BLOCK COURSE x 2 DIA 5CH80 5TL PIPE (0.21 MILL THK) � ,�. � � � Q � Nf TH 42"H FALL PROTECTION r Q AELDEP FALL PROTECTION REQ'D ON TOP OF TH15 HALL x ° E, 250 - PER50NNEL GUARDRAIL A55EMBLY EL. 250 EX15T GRADE ►- }- z t) v cv GA_Y OR EaUAL FOR GORR0510N PROTECTION I ,� -• _-_ ___ .._. a --_ ___ -_-- -•- -- -•-- __. __F70P GOURSr^ �cL�2"4'I.5- "' -- -- -- ---•-.._-• __ - _..._ _._ _.__. I _ •� C�RIYE;�tAY�GRADE - _ - ._.� - - 1 � � �.. RETAINED BEHIND WALL' _ - - I. _ _ _ ..� _ _.....• - _ - --- -- _7_7 r-- EL. 240 --- -T• -' �. GRADE EL. 240.0 EI240' _- .__._... _ ___.. _ •-_�-- .______-...._.----__.____.-._ TOP OF HALL Lu �- DRILL � EPDXY oR Lu HEDGE ANCHOR 5TL BOTTOM COURSE EL. 231.5 = ' - _ HALL LENGTH AT BASE 185 - - � o v BASE PLATES INTO--� < RETAINING WALL � � TDP GONG BLOCK COURSE MA55 GONG BLO(X DIM's = 2.5161 x 25H x 5'L (ACT = 4300#) APPROX QTY = 130t/- BLOCK5 REQ'D I &JARDRAIL LOAD CRITERIA: 50 #/LF ALONG IDP RAIL IN ANY DIRECTION 200# GONGENTRATED LOAD ALONG TOP RAIL IN ANY DIRECTION FALL PROTECTION GUARDRAIL DETAIL SCALE: NONE Ft, .�� Mi a r �l l! C a r Cn ® o ` -. OP COURSE EL, 231.0 • f W G��, o Q Ln J t v N ti I 6RAPE F -L. 222.0 � © ) to L ail > 00 .. .,J C C ® BOTTOM COURSE EL. 218.5 RETAINING WALL — A BOTTOM COURSE EL, 218.5 •.. 1r► S 1 . /®V.i� -• . ® MA55 GONG BLOCK O I M's = 25A x 25H x 5'L (ACT = 4300#) APPROX QTY = 165+/- BLOCKS REO'D ® 0- _-_-_ __ _ _- -• -� _ _ ___ _ _ _ _ NALL LENGTH AT BASE = 115` -_ --_-- - ----- - - -- --- __ __ r lu i EL 220 o EL. 230 j 1 `PROP. DRIVEWAY GRADE -- EL. 220 j EX15T GRADE ADD (1) ADDITIONAL BLOCK COURSE TO BE GUT--\ El .240 1 ---TOP CCUR5E EL, 236.0 EL. 230 i EL. 220 ........... ADD (1) ADDITIONAL BLOCK COURSE DRIVEWAY GRADE WITH 42"H FALL PROTECTION RETAINED BEHIND HALL-, REQ D ON TOP OF THIS WALL — TOP COURSE EL. 241.0 4- — EX 5T G DE _ _ -- - GRAPE EL. �16.0 BOTTOM COURSE EL. 213.5 RETAINING WALL — C MA55 GONG BLOCK DIM's = 2.5'W x 25H x APPROX QTY = 860+/- BLOCKS REO'D _ GR:A5�E-122 ------F __ _ 7- _f � BOTTOM COURSE EL. 218.5 _ GRADE EL 213.0 HALL LENGTH AT BASE = 415' V 807TOM COURSE EL. 211.0 EL. 240 i EL. 230 r EL, 240 EL. 230 EL. 220 EL. 240EL. 240 ------ ....---.__...._--_..'.----.-.._---------- ------ _------ _._...-----..._...._.._._---...__._.._.._____.----_._-_.----...----...___..--.•---._....._._.._.._.___.___.-------__r_...._____...__........._.....------.-..___.__.._.-___.___.__.___-__.__ 1 DRIVEWAY GRADE ADD (1) ADDITIONAL BLOCK COURSE I WITH 42"H FALL PROTECTION TOP GOUR3E EL. 236.0 I RETAINED BEHIND WALL REQ'D ON TOP of TH15 NALL ^" ' t EL. 230 EXIST GRADE EL. 230 .._.........._......_....._......-_.._____.........._._...------ ---- ------- --------------- --- .._-.___ _._._.....__.._-..-.........___...__.__...._...._....__._ ._- --- N 0 r I I HT -�— --_ 22 EL. 220 ` ! _ __ _ _. - ....... 4- -. f. - _ _- GRADE EL. 216.0 RETAINING WALL D BOTTOM COURSE EL. 213.5 — MA55 CON( BLOCK DIM's = 2.5"r'{ x 25H x 5'L (ACT » 4300#) APPROX QTY = 200+/- BLOCKS REQ'D -._ ...._ ....__ .__. __..._.- --•- -_ _ WALL LENGTri AT 3A5E = ISO' _ _ - � _. EX15T SLOPE GRADE '• ~~- TO DECUT-� 42"H FALL PROTECTION -". NOT RE(= ON TOP OF THIS '/`TALL -- `� TOP COURSE EL. 242.0 An EL. 240 o ---�`) * _ _...__. _ �_- ---- ---- ---- --- _ _ _ _ EL. 2 ' DRIVEWAY GRADE FACE OF HALL _ -�-^ A BOTTOM 00)R5E EL. 231.0 I EX15T GEODE _-- j RETAINED BEHIND '!{AL EL.230 EL. -' _. -- . 230 L T TOP COURSE EL. 224.5 iEL. 220 ! _EL__ 220_ )— GRADE "cL. 211.0 REiAiNING WAIL — E MA55 GONG BLOCK DIM's = 25A x 25H x 5'L (ACT = 4300#) BOTTOM COURSE EL. 214.5 APPROX QTY = 230+/- BLOCKS REQ'D YVAl.L LENGTH AT BASE = 310' -^— ' -- 10' MAX ADD (I) ADDITIONAL BLOCK COURSE x 2 DIA 5CH80 5TL PIPE (0.21 MILL THK) � ,�. � � � Q � Nf TH 42"H FALL PROTECTION r Q AELDEP FALL PROTECTION REQ'D ON TOP OF TH15 HALL x ° E, 250 - PER50NNEL GUARDRAIL A55EMBLY EL. 250 EX15T GRADE ►- }- z t) v cv GA_Y OR EaUAL FOR GORR0510N PROTECTION I ,� -• _-_ ___ .._. a --_ ___ -_-- -•- -- -•-- __. __F70P GOURSr^ �cL�2"4'I.5- "' -- -- -- ---•-.._-• __ - _..._ _._ _.__. I _ •� C�RIYE;�tAY�GRADE - _ - ._.� - - 1 � � �.. RETAINED BEHIND WALL' _ - - I. _ _ _ ..� _ _.....• - _ - --- -- _7_7 r-- EL. 240 --- -T• -' �. GRADE EL. 240.0 EI240' _- .__._... _ ___.. _ •-_�-- .______-...._.----__.____.-._ TOP OF HALL Lu �- DRILL � EPDXY oR Lu HEDGE ANCHOR 5TL BOTTOM COURSE EL. 231.5 = ' - _ HALL LENGTH AT BASE 185 - - � o v BASE PLATES INTO--� < RETAINING WALL � � TDP GONG BLOCK COURSE MA55 GONG BLO(X DIM's = 2.5161 x 25H x 5'L (ACT = 4300#) APPROX QTY = 130t/- BLOCK5 REQ'D I &JARDRAIL LOAD CRITERIA: 50 #/LF ALONG IDP RAIL IN ANY DIRECTION 200# GONGENTRATED LOAD ALONG TOP RAIL IN ANY DIRECTION FALL PROTECTION GUARDRAIL DETAIL SCALE: NONE Ft, .�� Mi a r �l l! C a Date DECEMBER 2016 Project No. 160;627 r Cn ® o ` l % • f W G��, o Q Ln J t v N ti � © ) to L ail > 00 .. .,J C C ® z o ! r u mow. •.. 1r► S 1 . /®V.i� -• . ® u 2 ` +� o C Z ® 0- Ln cD ' X V o m a - - � rte, V i+iuta►sa$ee�� w • • •�.�y q 1 b No. 1VI I +o v .. O EDWARD H 71,k E CT PE # 16771 Z O z O I_- I- ILI V i lY._ ILI IXTOLUQQf�F ti �L_I ��Iul�)IYUQCJ-O IL z ? p W LQ,_�u��w } z +nv@'<YQ�j�luIu IL ILI -�zo!-I:-_ o�-- OILI� 'Kz 7_at~YtYpOL z .'_ILI �: •� 1L1 r z •1— {-• IL iL. Q Q .__i � 71• QiX OiX I--`�•R.T 5i - z4'JhQinzON: ILI U)(3 REVISIONS LTR DESCRIPTION DATE A155UE FOR 12.13.16 WETLAND PERMIT 155UE FOR 01.21.1-1 51TE PERMIT TORN/AGENCY 03.10.17 COMMENTS D TORN/AGENCY 04.03.1 GOMMENT5 ..tet C� .� W gi C) O a, Z IL Lt ..i ® ® Z ~ 0 Cf)LLJ� 0 LL1 }. LLJ � U ...�. < t!' a -La i[ a LLJ Cn 0- �[ ..C) LLJJ Date DECEMBER 2016 Project No. 160;627 2" BITUMINOU5 CONCRETE TOP —INPU5TRIAL NETTING, 5NON URSE G' Ae-r- f A= -r== COMPACTION FENCE OR MOVEN ;HIRE FENCE FOR SUPPORT.1I"` 4" 517UMINOU5 CONCRETE (I COURSE) 2x2x45INDUSTRIAL NETTING, SNOWNOOD STAKES - L31NPF-R COURSE CLA55 4 AFTER COMPACTIONFENCE OR WOVEN WIRE FENCE FOR SUPPORT, 2 x2"x45". WOOD POLE 115HEP TRAFFIC SURFACE GRAPE FIN c2a 1114mill 117 11if 11111111111111117711 NON FENCE ATCH DASIN GRATE DRIP LINE a" MINIMUM COMPACTED v Ir PROCE55EP GRAVEL BASE -4111 ---FILTER FABRIC, .12" MINIMUM COMPACTED A, u AL FILTER FABRIC BANK RUN GRAVEL 5UB-BASE V1, % X x X > ' SEDIMENT 5AC7 INSERT BORDER FEN ORD FENCE BACKFILL Z1< APPROVED BELOW GRATE 100 0 FLOW BACKFILL AFP\/'D SUB -GRADE OR Aj;*PVD EQUAL METHODS OF TREE FENCING TRIANGULAR BOARD FENCE 10% & I — - r_ I . - -i- -_ --- BITUMINOUS PAVED DRIVEWAY SECTIONFLOW STAKED (oil HAY`5ALE r BACK-UP J FIN15HED TRAFFIC SURFACE GRADE 6" MINIMUM COMPACTED CATCH BA51N PROCESSED GRAVEL BA5E FENCING SHALL BE HIGHLY VISIBLE, OF STURDY CONSTRUCTION NATIVESOII 7., AND AT LEAST THREE (3) FEET HIGH. FENCES MAY BE SNOW .12" MINIMUM COMPACTED FENCE, BOARD FENCE,, SYNTHETIC FABRIC FENCE, PLASTIC FENCE v SIMILAR MATERIALS. GRAVEL %B-BA5E \ / BANK RUN C ........... /11.11, NATIVE 501 L x SEDIMENT FENCE WITH TRUNK ARMORING APPV'P SUIE3-r_vRAr;)E "ROTE HAYBALE BACK—UP DETAIL pow a TRAFFIC BOUND GRAVEL QRIVEWAY SECTION SILT SACK A I UB INLETS TREE- ION DETAIL SEDIMENT EENCE DE7 AIL STAKE— /—PACKED 5TRAN BETWEEN BALES GALV DOME 7G TENSION WIRE COMPACTED 'TOP & BOTTom PIPE CAP -� BACKFILL -- TIES AT FLON 4" MIN. TH<. TOPSOIL, 5 oo L r 5TIQM BAL PAVEL? ROAD KPTH 12"Inic 0- .--- I Vp 1-1 1 I$ MULC,,H SHOULDERS VA, FLON 4" MIN. -P TO FACE OF OURE3 - MEASURED X\ rA157-D ARE AND %"e, " xx RACE RAIL, fkaBER HOSE GALV STI_ PIPE aJ) FRICTION GUARD HA�'PALE PARRIES PLAN YIEA -TIES AT -NO �iEUIION 1> CORNER, END 51TUMINOUS, CONCRETE 12" O.C. < OR PULL POST :2' EXPO X 10' STAKE, x N ) I`- . __% x\ x. x, /, 4-<,, STAKES SIHALL BE FLLIM`5 R=2 VEXF05EV, 5 EACR ME, 5ECTION \/15N FA\/El.)` SURFACE! X/'GALVANI___.. MIN (5) SALES AT LINE POST ''AOOP 5TAKE5 L HAIN LINK (2) PER BALE - BOTTOM 5' OF DARK MULCH /,,�\,FABRIC 1.j -2 STRETCHER FOR AS RE012 --MIN (2) BALES Tt. -, TENSION BAR NIN6 AALL tJ <x 4,Y - GRADE , �< " , 11 1� /� EACH 51DE 450 .—LAY BACK BURLAP FROMf. >�DJUSTABLE OR A5 REO�0 ROD TOP AND SIDES OF SA 4" MINIMUM THICKNESS PREPARE= PLANTIN5, MIX, BACKFILLED IN 6" LAYERS, 6H WATERED SUFFICIENTLY TO 5ET%E SO THOROUGH THAT NO AIR POCKETS• STAKE FLOA -5 TRAA OK PAM FLAN BALE �UNDISTLWEO 501L CONNDOT No,3 AGGREGATE �A ARE MZESENT GRAVEL E3A5'E: 2" SIZED CRUSHED STONE HA"(PALE CHE BALL PIAMETEIR CONCRETE SHALL BE ETER BALL DIAM CROWNED 1" ABOVE c NATURAL GROUND 2X BALL DIAMETER Ao 4 4,rr —Iiimm ,d U L DIAMETER FILTER FABRIC AT ALL POSTS 2X BALL 4 6" LOCATED IN CONCRETE APRON 12" 1 .0 1/2" EXP. JOINT WHEN DIA. I v POSTS AT 10'-0" OC MAX -___ _-_ _ IT'UMINOUS CONCREm""'"I E LIP CURB (BCLCI ATI -TRACKING PAD H CHAINLINK FENCE DETAIL TREE & SHRUB 'PLANTING DETAIL STR AW BALE BARRIER PERMANENT PERIMETER 5ECURIT'r FENCE C®NSTRUCTION EXIT DETAIL 5011 MAT5/BLANKET5 SHOULD BE INSTALLED VERTICALLY 4 TO 9 IN STONE (TYP,) DOWNSLOPE. SOIL p . R LANI<Z 12 IN MIN, TOP OF BANK FLOW K41TE LETTERS HEX BOLTS, DEPTH 12 IN C7 RED BACKGROUND 30 NUTS 4 APRON WASHERS 12 IN MIN. OF Typ.) DITCH,D so I I Y=D/2 8 IN KEY IN Q GEOTEXTILE 6 IN OR 12 IN LAYER OF 2 FT MAX. KEY IN NONWOVEN WASHED AGGREGATE, GEOTEXTILE _18 IN GEOTEXTILE 6 IN C. SPACING, X APRON 60NNOCT 5TL POST CHANNEL (TYP.) 4 TO 7 IN STONE STONE CHECK PAM NOTE5: �N/ BREAK -AWAY BASE NONWOVEN CHANNEL PROFILE PLACE NONADVEN GEOTEXTILE UNDER THE BOTTOM AND SIDES OF THE DAM GEOTEXTILE PRIOR TO PL AGEMENT OF STONE. CON57RUCT PAM WITH AA5HEP 4`4' STONE `� � /�\ 4 FT KITH SIDE SLOPES OF 2d OR FLATTER WITH MIN 12" TOP WIDTH. -0 KEY IN PLACE THE STONE TO COMPLETELY COVER, ( HANNEL W70M I$ BANKS, Oomm) // /�\\�//�� // \ �� \ \\ \�\ X/1 6 IN MIN.- GEOTExTILE 6 IN FORM THE HEIR 50 THAT TOP OF OUTLET GRE5T 15 6" LOWER THAN OUTER ED&E-5. V HEIGHT TO WEIR CREST, y 2. SET THE HEIGHT FOR THE HEIR CREST EQUAL TO 1/2 DEPTH OF THE CHANNEL, MAXIMUM HEIGHT OF THE WEIR CRE57 MU5T NOT EXCEED 2.0 FEET. GEOTEXTILE 6 IN E ACCUMULATED SEDIMENT WHEN IT REAr-,HE5 1/2 OF THE Ar -IR CREST HEI(7HT, MIN. 4u NONWOVEN CROSS SIE'ICTION 3. REMOVE GEOTEXTILE MAINTAIN LINE, GRADE, AND CROSS SECTION. (100mm) OVERLAP 12fl C ONND`OT ST OP SIGN MOUNTING DETAIL (500mm) BREAK-AVIA*r F05T BA5E T EMPORARY STU"NE C HECK DAM DET A I L �� 1 --FINISH GRADE 40mn;) (BIT. PAVEMENT) ALTERNA7-r-I PROJECT SITE VARIES, - 25MIN TO PROPERTY LINE OR 5TREET R.O.A. STAPLES MEASURE TO BOTTOM OF F\/MT 4" TOPSOIL $ SEED 5 M L E N UNDER BIT/GONG PAVED AREAS AGGREGATE PVMT BASE __AHE Arz,61RE BACKFILL & COMPACT TO ELEVATI ;,NHEN UNDER PAVED AREAS VARIES - 20' 1`4K TO 50' MAX Ml� FIN A1111I.- MEN PLANTIN6 FOR BANK RUN GRAVEL (3 NUS) OR ISHED GRADE ISOMETRIC VIEW . ....... APPROVED PAVEMENT SUB -BASE VISUAL SCREENING: :y- ECT -D. AS DIRE 17 2" GAL X b'H (MIN) x BSB TYPICAL SLOPE APPV'V COMPACT 6' HIGH CHAINLINK— MITE PINE TREES 2 JA, !� w 1 1 K GRANULAR MATERIAL PERIMETER SECURITY FENCE N (PINU5 5TROWS) SOIL STABILIZATION AT 10'O.C.SFACIN6 IN 51-01, NIDE\\\ ~ 'OT - (2) RON5 SITA66ERED NOTES: 'R M: 0 �RM 4" THK TOPSOIL TOP 5;_ PLANTED HALF -SAY 0 0.• I. SJ_OPE 5URFACE SHALL BE FREE OF 12" (500rnm) 69A56 SEED, UP OUTSIDE BERM LENGTH i2 > 9 Of BF KITH 6" MIN THK ROCKS, CLOI?5,ISTIOKS, AND GRASS. MATS/ MICH WARNING TAPE SiPE LOPE RIM -BACKFILL ALL SIDES Ec SURFACE REED CANARY (0.45M000 5F) < 6-ANKET5 SHALL HAVE C70012 501L CONTACT. OF PIPE WITH AN 36" MIN. COVER FT LINED 5AA-I EOPEO BARK M1014 ILI ERC61OR CONTROL BLAN<: 5HRE NOT TO SCALE APF\I'P 'HELL ORADEV BACKFILL W/ 18" MIN NIrd 4" MIN TOP501L + RZ-OTOP (0.10moo 5F) SURROUNPINC5, 5b" MIN 0 r 1 2. APPL*r' PERMANENT SEEDING BEFORE ------- ...... _vRA\/;=I (3" MINUS); ALL AROUND TRWK BASE APPVP CORNERVAVON 6RA555PED MIX P! AGING BLANKETS. PLACE AI`IV COMPACT E -,r- SKALE5 RATED FOR DRAINAGE TELEPHONE IN a" UNIFORM LIFTS PNO 4" MEN NOT PLANTED 5. 1 Y BL ETS LOOSELT' AND STAKE OR 0 TO `15% MAX. DRY 12 MIN. 4 MCHED 5TRAA HLOH OR APPY'D EGJAL NITH TREE5/BUSHES: CL DENSITY PER ASITMI�61D CATV CONDUITS STAPLE TO MAINTAIN DIRECT CONTACT KITH 2 CONTROLLED BACKFILL -0" MIN AIDTH UPPERSKALE 4" THK TOPSOIL TYP) 14' E 501L. 120 NOT STRETCH. -4 rr4 TO BE INSTALLED UP -b'H C 4 57RA55 SEEP TO 12" ABOVE PIPE COMPACTED 2 51DE SLOPE OF ERM LT E30RRON MAT'L REED CANARY(O.45VIO00 5F) 1 ......... 5CREENIN6, BERM + REPTOP (0.10#/100 5F) EROSION BLANK LiNED SLOPE 6" BEDDING ... .... TWO 4" ELECTRICAL POKER FOR 36 EXIST,� 12" MIN BEDDINIS., SUPPLY & SPARE CONDUITS 1:211 COMPACTED PROC GRAVEL 177-1 PIA OR LESS; FOR PIPES GREATER UP TO 45" 121A 1111111. 1211 OR APPV'V SAND BEDDING LSTRI A P/REMOVE EXIST TOPSOIL THAN 56' PIA UP To 1/3rd PIPE 121A HEIGHT`*ACTUAL QUANTITY & SIZE/TYPE OF CONDUIT TO BE. INSTALL JUTEE NETTINO R OR AHEN OVER SHAPE TO PIPE LL COORDINATED WITH RESPECTIVE UTILITY PROVIDER SHAPED SMI-EICHANNfE WITHIN AREAS OF PROPOSED OVER (5 ADED ,,AV=m �_ 77 I,(,, 1� T,, BEDROCK LAYER TRENCH A112TH & OWNER'S REQUIREMENTS %RFACE COMPACTED RAISED BERM 4 SMLEE PRIORTOP501 L SLOPE INSTALL STAKED KITH TAMPER OR E:0JAL NIDE -------- TO ANY FILLINGHAYBALE CHECKDAM5 ALL HDPE STORM DRAIN PIPE TO BE RATED FOR H20-44 WHEEL LOAPINNIS, AT 24" MIN COVER BOTTOM SAALE ALONG TOE OF BERM I'll - ALL ROP C,1_5 5TOR14 DRAIN PIPE TO BE RATED FOR H20-44 K4EEL LOADING AT 121, MIN COVER ® 100'0.0. ALONG ROUTE 161 rm I rm 0"111110" A or Al I FRONTAGE - SEE ON65 5-04 il l0w, S"I"ORM DRAIN PIPE TRENCH PERIMETER SCtR"EEN BERM & DRAINAGE SWALE X 1 It I 'N Cr I ml C:> 0 U-1 U tj 0 0 Cr., z0 0 0 x a> u LLcr- J 00MD f _-J i5e c C: x 11 0 C it 1I C Z 0 4.0 cr) 0 a mom u 0 Z to 0 ( u cc Cr J :3 In III0 x CY) to u JC x 03 0 (A -0 a a - m (A u 0 4*1' 441. Of cohlvq, EDWARD H. NENKE It' CT PE # 16771 to Lu V_ < ,P z t- kD w tu Lu W_ T < z fu U- Q Ca (y�0 ILI �iIiO 00ty- OIL ``II t- L z A— %J 1-4 %J I — REVISIONS LTR DESCRIPTION DATE AISSUE FOR 12,15.16 WETLAND PERMIT B 155UE FOR 01.21.17 SITE PERMIT C COMMENTS D TOM/AGENCY 04.03.11 COMMENT5 Cl) .J Cn Cq z 3: 11 1 k LLJ 0 01% 0 8 win ® 8 C> Z 0 LL1 I z 06 Cn b .J Z 0 0 3: 0 - _J ck: 0 LLJ z LL =i Cn LLJ CL .4 J CL 0 J IL C:) W < In IL Co It IM 0 D m 0 LLJ 'Z 0 LL. LA— LLI L w w ui Cn C> 0. < C:1 Dwg. No. SHEET 10 OF' 1 7 Scale: AS SHOWN Date DECEMBER 2016 Project No. 1 Ar)AD7 12"H x b"THK CIONC, CURB 15 15, 15 TYP (5) 51PE5 CH ro 1011 PIA 1011 PIA a" THK (MIN) CONC, PAP 56HbO PVC, 5CH50 PVC, DIA o #4 ® 12 OC E.W. QP 1000 CAL PRECA5T GONG -6 DIA x 6V OIL 5EPARATOR TANK PRECA5T GONG PRY'NELL (2) MH FRAME/COVER5 C. 12" STONE ALL AROUND PRECAST CONG, 5UMP TO GRADE MH FRAME/COVER TO GRADE FLAT -TOP GRATED 10" PIA ISOLATION GATE VALVE INLET FRAME IN H-20 RATED CURB E30X NOTE: FUEL IN6 STATION SPILL PAP SHALL BE (IN5PECTION FORT) (CL05ED WHEN FUELING) RE\/15NE12 I$ APPROVED BY CTDEEP; WRITTEN CTDEEP APPROVAL TO BE 5Ut3MI77Er? TO FUELING zo'5`01"ATION SPILL PAD DETAIL UNCA5 HEALTH P15TRICT PRIOR TO IN5TALLATION. B 000� S_0q P%N1*11 /Z � ot), RIP -RAP LINED STILLING BA51N 00 TOP WATER EL. 110.0 MAX #0 % "I 5TORA6E VOL 0.5 Ac, -FT - NEW61H CHAINILINK CE b RUN CONT. ACRO 5PILLKA low,, I NEW GONG WINGED HEADWALL T.O.N. EL. 111.00 IN\/ --184.00 (15") (0 STONE 5PILL#AkAY TOP EL. 115.00 EL, 250 N 48ILF 15' RCF EXIST GRAD E 20' 30'GLEAR GRAVEL AGGE55 DRIVE _ NEW STONE SPI LLKAY APRON 3H.- IN,/ 61'Z VE 'A\% T.O.N. EL, 55.00 EX15T D-6 INLET • (IMU SUMP V�l TF =185.8 INV=Ib2.6 OUT (EX15T 16) INV 152.60 IN (NEA 15 -� /`� ` REPLACE WITH NEW GONG TYPE 11 V-6 INLET 4 5JMP PROJECT OWNER 5HALL ATTEMPT TO 5ECURE RI(7HT5 TO DRAIN IN FAVOR OF 5TATE OF OT POT EXIST FROM PROPERTY N/F 'ENONALL IN\/::Iao.4+/- ZACHARY KOE5TER q12 &RA55"r HILL ROAD OAKDALE, OT (vRAWE� DRIVt: TILLING BASIN & r :=' ST a M WAT E R IMPROVEMENTS CONN. R D 161 ____._____ __.._- ___. _ ___. ~ / SCALE: 1 20' NEW GONG WINGED EXIST 0_6 INLET (Imi SUMP HEADWALL TOP STONE SPILLWAY TF=ID5.a .. ..... ��Qs 7' T.O.N. EL. 111.00 EL. 115.0 INV=02.6 OJT (EX15T 18") INV 154.00 IN (161) 6H CHAINKINK FENCE INV 182,60 IN (NEA 18 11) -51N EL. 183.00 CONT. ACRO55 5PILLNAY REPLACE WITH NEW GONG TYPE 110-6 INLET 4 9JMF FREEBOARD 50'+/- PAVED WIDTH CONN Rl'. 161 H61- WATER EL, 110.0 ........ _.,.»._.«»__......_-....._•___...__...«.__. 2 ILI 71 INV 014D EL. 153.0 EX15T 36LF 1811 RCP IS" THK LAYER EN 45LF 1511 ROP MODIFIED 51ZED RIP -RAP 5=0.05 WOVEN FILTER FABRIC 12" THK LAYER COMPACT PROO. GRAVEL BASE twim1w I I I I L 10% r% A r%ILI f% rmAw%wr I^® I M SCALE: 1 = 10 L E, 250 11A W111 0 Cr Ln. �S-oq OL Cl) d 1t CV) 1)34 LLJ C a 4, :3 0 Up J If) LLJ CHP U U In In f rl CONN. RT. 85 HIGHWAY R,0.1N. LINE MON 0 r- a__ 4 7 "top. 0 F C 0 (::i -7- 0 ..... ....... CLc 0 C C�� 0 1, 0 '7 > - a- 240- 100 C z C: 0 I 4S W to 0 000 0 so 7 7 0 z 0 Cr +230.51 ----------- tO M ao Z +222 222 GONG BLOCK RETAININ6 NALL.- rj M 7' V 5EDIMENT BA51N %J BOTTOM EL. Iq5.0 -S 6 5ED 5TORA(7E EL, 206.0 ` WATER STORAGE EL. 208.0r' i. f , f / r 1 y r,� 1 it I _ t -7-/ Ki `N% AREA EDGE OF GRAVEL TKArrio A N\ it � \ � `••� 1 \ I � � I ! � 1 / i ! � 11 l i l( l ! i t` N>61 PEI :ti CA f CA ON-STE SEDIMENT BASIN PLAN SCALE: 1' = 20' EL, 250 N 48ILF 15' RCF EXIST GRAD E 20' 30'GLEAR GRAVEL AGGE55 DRIVE _ NEW STONE SPI LLKAY APRON 3H.- IN,/ 61'Z VE 'A\% T.O.N. EL, 55.00 EX15T D-6 INLET • (IMU SUMP V�l TF =185.8 INV=Ib2.6 OUT (EX15T 16) INV 152.60 IN (NEA 15 -� /`� ` REPLACE WITH NEW GONG TYPE 11 V-6 INLET 4 5JMP PROJECT OWNER 5HALL ATTEMPT TO 5ECURE RI(7HT5 TO DRAIN IN FAVOR OF 5TATE OF OT POT EXIST FROM PROPERTY N/F 'ENONALL IN\/::Iao.4+/- ZACHARY KOE5TER q12 &RA55"r HILL ROAD OAKDALE, OT (vRAWE� DRIVt: TILLING BASIN & r :=' ST a M WAT E R IMPROVEMENTS CONN. R D 161 ____._____ __.._- ___. _ ___. ~ / SCALE: 1 20' NEW GONG WINGED EXIST 0_6 INLET (Imi SUMP HEADWALL TOP STONE SPILLWAY TF=ID5.a .. ..... ��Qs 7' T.O.N. EL. 111.00 EL. 115.0 INV=02.6 OJT (EX15T 18") INV 154.00 IN (161) 6H CHAINKINK FENCE INV 182,60 IN (NEA 18 11) -51N EL. 183.00 CONT. ACRO55 5PILLNAY REPLACE WITH NEW GONG TYPE 110-6 INLET 4 9JMF FREEBOARD 50'+/- PAVED WIDTH CONN Rl'. 161 H61- WATER EL, 110.0 ........ _.,.»._.«»__......_-....._•___...__...«.__. 2 ILI 71 INV 014D EL. 153.0 EX15T 36LF 1811 RCP IS" THK LAYER EN 45LF 1511 ROP MODIFIED 51ZED RIP -RAP 5=0.05 WOVEN FILTER FABRIC 12" THK LAYER COMPACT PROO. GRAVEL BASE twim1w I I I I L 10% r% A r%ILI f% rmAw%wr I^® I M SCALE: 1 = 10 L E, 250 11A W111 0 Cr Ln. OL Cl) d 1t CV) 0 LLJ C a 4, :3 0 Up J If) LLJ U U In In f rl 0 r- a__ 4 "top. 0 F C 0 (::i 0 CC) CLc 0 C C�� 0 X 0 > - a- LJ C z C: 0 I 4S W to 0 C 0 so 0 z 0 Cr In tO M ao Z CL rj M EDWARD H. NENKE Ill, PE Ct PE # 16771 Z (') r "! YwtYts) < Y eu < 0 W `- , \J \J A Lz 0- 6 Zfu ky) UA oo In Lu Id In ? w- - U) !!E: ts) LLJ IIJ 2- 41 �D kJ K U-1 < UJ REVISIONS LTR DESCRIPTION DATE A15SUE: FOR 12.15.16 WETLAND PERMIT B 155uE FOR'r 01.21.11 51TE PERM14 C TOWN/AGENCY ool 05.10.11 COMMENTS D TORN/AGENCY04,05.11 COMMENT5 T.O.N. EL. 51.0+/- LaG W Z 9� C" W aO'+/- MAX WATER STORAGE N117H C" B.O.N. EL. 22.00 Cn CU 0 a" Z UJI C5 _J in 10'+/- MAX SEP STORAGE WIDTH W 8 0. a- z 2 M0 W Cr AREA C:) ) :5 a- Z P 212.0 Zi 0 FREE -BOARD EL, 6R EL. 1, 210.0 0 _J ILLJ z NATER STORAGE EL. 205.0 in �W: W W Cn W a - IL MAX.'...5EP 5TORA6E EL. -206.' In 2 2 C�o < C) CID EL, 200 0 EL, 200 0 La to W BOTTOM EL 1�5.0 W .SEDIMENT BASIN SECTION -A Cn Sediment Basin Maintenance .Requirements: 25' BOTTOM C:) SCALE: 1 10' A. The Sediment Basin shall be inspected and cleaned with all accumulated sediment to be removed, and C) EXIST 5TLBEAM W F OUARPRA IL outlet control structure to be cleaned & flushed on a Six (6) Month Schedule (max) or as needed. CL. EX15T B. In addition to this 6 -Month schedule, the Owner shall be responsible for inspecting the sediment basin at Dwg. No. BIT PAVED least once a week and 'within 24 hours of the end of a storm with a 24-hour rainfall amount of 0.5. inch or SHOULDER EL. 150 greater to determine conditions in the basin. U. in addition, clean the sediment basin of sediments -when sediment accumulation exceeds one half of the wet storage capacity of the basin or when the depth of available -water pool is reduced to 18 inches, ENDWALL IN\/=160.4+/- whichever is achieved first. SHEET 11 OF 17 D. Sediment levels shall be marked within the sediment storage area by stakes or other means showing EL. 1110 threshold elevation for sediment cleanout, Scale: E. Prior to the removal of sediments, dewater the basin through pumping or other approved means to expose AS S HOWN previously submerged sediments. Do not allow accumulated sediment to flush into any storm pipe system. Dote F. Stockpile the sediment for de -watering and protect in such a manner that it will not erode from the site DECEMBER 2016 or into a wetland, watercourse or other sensitive , area 1 Project No. G. Sediment Basin Maintenance records shall be submitted to the Town of Montville Bi ---Annually or -upon 160827 request. DRIVERS EYE m st ,�1 i 1 f' LEFT TURNIN ww .. Ln+t I DRIVERS 5 EYE PROP YEllow Cn; ,/ f , TE 5OUTHBOUND PAINTED DBI.. ENTERI NCS Ri rn PPRAOPTED STOP BAR i tri .� 50LID LINE UP 5EM1-TRAILER L.ER LETTER5 4 ARROW5 HOUSE 250 `° o VEHICLE TO HWY LINE MIN 50' LONG TRUCK VEHICLE PROF 516N: ,f O �! v In 1 15, ®F F E.O.F. STOP ; L.. ON CONNOOT_ v 400'+/- TO 1 BREAK -AWAY P05T / E c C5 i7 FT 51 HT 15TAN E T O 4O MPH OUTH 0UND T AFF I C J1, � � 0 U r W > on 516NAL I ZEIN I NTERSEGTI ON �o c r HiGH1NAY _AT_ r _. _ _ .. _.. _. _ _ ._..._ _ ... f _ Are r _._._ _. 2063_ ..__ __ _ ..._ �� - _ ` - HIGHWAY , °- / 1, 20 r s`� �. _ s�. y « _ .. 2 210 -- L1NC i f ATS T 51GN b2 �. XT 161 51GN '2�0 .. - .._....... _ ` ` JLJI SNET N; -4 ---- -_ 2063 L . _ � � .. ...-�....� 5P3ED Ifi 4t? - ...__. _. _ «. ._ ..... _...-�.Jl.,�Jl,. ._.«. _ . a n METAL BEAM RAIL a � L!M _ - _ ___ - 91GNAL 51GN _ _ ,! 2058 � 5 T ® '+' QD ' r- _ - __ �_ 2 •�+ r 7 � / / BG r i % PAINTED LDER H LIMIT '�� 102' GU UT _.. PAIN7 DER ` ._.__, ._-._._.._.._.._._.._ i D SHOO ■� � L vG i�- 1 r W �` F' 40 MP,� A so H PO5_.-- ED SPEED � � w '• PA,N D D I IN E_ �. �� _ .� �- MATCH _... _«..- _ _.__ _ _... « .... _« .__ _«�,.____ t� to Cr I J4RTFC)RC) NEW L�NCJC)N TURNPIKE (CT ROUTE �5} 2/�. BGLG 1 `n r f i F i r PAINTED SHOU M � ! - LD R _.. ._....___..._.._..__r_..___-_.._.,_____.. ,_.._.._.___..._......._„...�__..___..._._....._.._... ..___.__..___,._...-._....,, ..._-._ _ _ ...r_,_ _..._..___ _._. __._......_ 210.5;Jim .� AT4 T - -«_ _ - . w__. _. _.. _ - _ ._. _._.._ ._ ._..... _ _. -ca _ .... - ROUTE L35 50lJTH 516N 2065-5 ._ - ._.. _� ,_..._ .._ ._._ ._... _. ... _.._ .....__... _ ....w ___ _. _ _ _._,_ ..._ ..... _ __. _ _ 220 2 2.1 r1IGHAAY LINE _.«. --- - __. _ -..... _ ------ - _... _...-..._... _._ _.« __ . _ `, %r �Q - _ _ r - _ r- _ _.... _.._ r_....._ _ « _ ._.....___ _. ;' / _., 1 t HIGHWAY --LINE t e, _ / /� • .. /r. '/'% / /..� �,.,,,,,, /moi ... .... _..... ^_��_�_..-._ ....-.-_.-. - � ... ._ . - .. _.. '_ ..... ,-. _` _ «. -._._ _ ... � / / � / JJ 'J 1 / � i t� `� ` rt'' •.i � 250 �.� r ! f ,....._• ~�.• ' �. / % / � r vw.1.r ^s � tr+r r `� 1 I r” i „ r - � - •- ... . ._.. -. "` .r'yTTlnf A Y � f ~ ••% '" \ � J ,- � � ./ /f � / Q : "r"r' ..� A ..... .::,,.,J ' J fr / -.., GATE TRUCKQUEIN6,, NITHIN G5TATE R.O.K. �D�R IV�EW�A �IGNT�D�I T A N C PLAN Ntl IN4.1VIE55 TRUGICG/VEHIGLES SHALL BE ALL.CJlW4=D TO QUE D= al -r= EL. 2.20.0 EL.. 210.0 EL. 200.0 EL. lio.0 --I in Fm -•�+aa -a+OO 5OUTHBOUND VEHIOL E EXIST GRADS ,4L0 G SIGHT LINE NORTHBOUND 51 CHT LINE -6+00 � SCALE: 1" = 40' - LOOKING TOWARD SOUTHBOUND TRAFFIC NORTH 0 40 8o 120 1 b0 EXIST GRADS ,4L0 G SIGHT LINE NORTHBOUND 51 CHT LINE -6+00 � � v PROJECT ACTUAL NORTH NORTH 775 FT 516HT DISTANCE TO 40 MPH SOUTHBOUND TRAFFIC -3+00 ®2+00 - WITHIN THE 5TATE R.O,A. - VEHIGLE5 5HALL BE DIRECTED INTO THE 51TE TO OUE A5 REGtUIRED ON-51TE ONLY. -1+00 - NEW DRIVEWAY 0+00 DRIVER'S EYE LEFT TURNING ENTERING SEMI-TRAILER TRUCK VEHICLE 1+00 2+00 EDWARD H. WENKE ill, PE CT PE # 16771 4) W ' Z ;� W U.! z`�ILIrz ��Et--��ty vN o _50 z V O � O p _r � � fX c°� n ° ILILI, LuILI kvILI IY_Q� �iY�-IU��J ��}-°z�w�� o��000acoQ--�I� w tX 7_ v '� t n � ui � hi R.^<D<Qwr- <0Q`tf�LOcnIzk1U REVISIONS LTR DESCRIPTION DATE A 155UE FOR WET! AND PERMIT B 155UE FOR 01.21.11 517E PERMIT TOWN/AGENCY 03,1 O,1 `t COMMENTS D TOWN/AGENCY 04.03,11 GOMMENT5 Scale: AS SHOWN DRIVEWAY SIGHT DISTANCE PROFILE °aoECEMBER 2016 HORIZ. SCALE. 1" = 40' -LOOKING TOWARD SOUTHBOUND TRAFFIC Project No. VERT. SCALE: 1" = 4' 160827 EXIST TYP -G G� TF=20a.� - 01=205,3 EX15T TYPE 11-G GB TF=201.3 APpROx LIMIT (2rDZP PUBL 14 0 ` �R � r '� KoNoMAc p TVER ED 011e ; NIM IT:_ DEER RUl STORM^ DRAINAGE DESIGN POINT #1 WATERSHED: 6.44 Ac. H15TORIC PEAK FL.OW5: 0(2) = a,aa GF5 0(25) = 11.64 GF5 0(100) = 23.8a GF5 it • ` ' f` � / . f � :' i � � � � �,i,� � i ' f / 1• r rf l� -y r I ! / , 1 r / y if, ; I � _ _.__. ,,��'' ry ��- = i t - • 1-F+� Q ` �ti a `� to SY �I� . � •7< `' '•� ,_ '•-_.. � •` • `• ,,�,' ,y ,., ..,^ » ... ... �\ •..•, •. `` ,.,.,•,. •' �• _.._... _..«. ..., i it X� ki.'.. L/• xx. :\` rad` `•`• `y •"' ^' --.".-^•"'_•-. - _• .... ,. ,«_ _ .., `.,,.', • ,� !' / • ,1;2.3 Z-1 L 800 LF 240.5 Tc t ' Vin, r,..•'~ _. _ _ __ , i t i // ! / ! ' '� •'1'Mi C V � ( I �r7! ', `• \��•• `}, � �`` �f•% : j \ \ _ ti . ' . .`•.. �' y1 1`�\ ' .. i �i r+� ; � f / ' � f / f' i ,• ! \ ! + ' ; \ \ `•. \ HISTORIC WATERSHE® i '� • �^ / / DESIGN POINT # t �,, `� ,, , `\ ' �`'; ` - 2. GROSS AREA = 6.44 Ac Gravel - Compact - 0% to 3% Slope - 2.55 Ac -i' } 1 (; ! % t \ , •, �y Cleared/Bare Earth - > 10% Slope = 3.68 Ac Hvy Grass/Silted - Flat - (Wetland} - 0.21 Ac I p { 1 ; I 1 1 � , 1 � \ \• `y \ \,` .\, .. _...,M t r ,'• / YQ \ • � - -• J � / / / ?22.7 't I ! I , l 1 �\ , •�' L (Si j / j� % i / r / r / r i� 1 /r 2154 1 I � i I i � ' �' ` ^`` '', .,\• ,.1�`•;•,ti ` + \ "•.'» .. l y •. _ •• .._ .'. ! r. : ` / �/�.//•'�, .,'/ /,, / , r r ' ` '/ -r r � r 750 LF11 ( I i I .,1.'-,• 1 _ .,• \ /• ) / r.. '.r•' '.� ,% / ,/ / r/ /'` r' nl(,7 / 7". ' C-) y ' I I '+, i t ,• , 40- ��". } ` / ; } i it i } ,t j� `•.` ` _ �' ::._ .2?O Tp �y \r "" 4.4 Mi! (; •► i j i 1 ,•� 't � L \ \ `, L� r ,.,'•' Y "--,``'^. ..' -- ._._.. "... --».• '--^». V y-` ~" �. - .. ` ... -.. ^•-^•'.' '". `/• • .r / / / /[ , � � /�• � (� ''* ; l // ,,.. � / ' ` / f,. / /' ,/ / � t : ` 1 ; j i f i � ••,, `\ �� moi-.. "•... ,_ _...... `..'^"•... ,.. ti' "h .. '"^`•.. _. _ -..... _.._.. _-__ .._. •• .r ....._ / j l ' r � 2� t i} / '/, / f /' / f I { , ,I 1,; ; f ( / ` 1 } � 1 1 _"'`.- _..._ ... -` R --•'•,` ''-- _ _ - _ ^ -•- / IZ 124 242.4 l ( I + __ ,/ .._-•- - - / .. -. _ .. it ,..' ,. ./' � ` � 1111 }, � 4 ; I •� ! -_ .._._. •� � ,. - ._ �o - ` _ -• '" ''' . -- = - " � _ ... _ _.__ --_ .__ - , .q,� // ;, ; 1 ! ' ( 1 1 f i ( ` ho /` / - r _. _._ HIrTORIC ATERSHEDLL i` i„_, I t� 1 \ _ - - _ `� -' " / / DESIGNP Olt i __CROs AREA = ,x.80 A;' = Cleared/Bare Earth 3% toy I O% Sto e - 5.27 Ac - f 1 I: HISTORIC WATERSHED / / -, p -DESK POFN.T #3 ` ' r -'' / , / �_ Cleared/�Dare Earth > 16% S16pe = 4.14 � - - ---- -- _... / Grass Lawn -_5h to 104 Sloe - "rAc -GROSS AREA'` 4.42 Ac`• - - ( , t -, ✓ / Im ervio er Pavement/RoadAalk� 0.56,Ac' earedrrB re Ear` ! 3% to i O% 'Sfope - 1,.23 Ac ` "- '- -'' \ '� p .� Clea ed/Bare\Earth - >- 10% Slope = 1.3� Ac - - / ImpeAnous I�oftap= 0,03 Haavy�rush/Litter - > 10% Slops =1.30 Ac,' Impervioua�P cement/Road1•Wa_iks w 9,5f -Ac ` i � ! ' � 1 \,L ` \, - -_ - _»... .._„ - ,\, / ---' - yr- - r�r7.2 ,� r / r/ / / / /r r` ''' '' � - `r•I , 1 ' .! 1 � � 1 ` \\ ?�J� '- Y'` `� � ,\\\ `4 ,,.,. / /' /' ,rr• 'rJ / .,// `' /` ` / / : i ' r/ / .. ..'`-•' 'r rr t % ''-- + , I Hl5YC7fZ1C WA`FERSHic I DESIGN F_ I.NT #4�ar✓- ' ! ! ► _ GROSS AREA = 1.21 ''Ac- ,--aearodtfte h 3% to O' ape - 0,95 4A _� Cleared/Bare Earth �> 1 Slope = 0.26--A� / Tr=1352 -- _ •..- -' � ; ' / / / / �, , i fig, r \ \` -• _.. -_ ,. _ _- / ' r " / ,, i' /, / / / / . � % /' ' � / , STORM DRAINAGE DESIGN POINT #3 WATERSHED: 4.42 Ac. HISTORIC PEAK P OIC: 2 - a.35 ('F5 - 187.3 / A 0(25) 15.m ( F!5 - _._ ' /' ' �, ' � � �, EXIST 0-6 INLET Qe 0(100) = 21.01 GF5 "` i / / / ` / `,� (IMU 5UMP Tr=165.8 EXIST END' ` LL INV=180.4+/- - S'i ORM DRAINAGE DESIGN POINT #4 AATER5HFV: 1,21 Ac. 1-11570RIC PEAK FLOWS: (2(2) = 2,35 GF5 0(25) = 3.16 GF5 0(100) = 4.1161`5 '-- �-,rte,,/ / / •-� ` � ,ate \ZP STORM DRAINAGE DESIGN POINT #2 MTEF6HED: 14.80 Ac. HISTORIC PEAK FLOA& 0(2) = 13,12 CFS (2(25) = 24:11 GF5 (2000) = 33,66 GF5 WATERSHED MA -HISTORIC CONDITIONS SCALE: t" = 60' o bo Ito ieo 240 PROJECT ACTUAL NORTH NORTH �! '® c� �► o M / -a; E -�-� voUJI ' UJ® U 4) a, U C ® E ° LLA W ®uto 00/ CL C i0 C- 0 ! _ ' CL C %r 0 �C I % .O ii C0 ' C7 ' �. o may/ .'. °Cr In tO . M CO / C1 m _ [ ,r j`'''•'.'r'' f � J- ',..� fir•' �' J � j ~.\ �� . lot 14, rrprr �,',t,L. '4�'i•I d M • M • ai EDWARD N. WENKE 111, PE Cr PE # 16771 I ua u4 -z,' to r_` ! - Q ti! } - t to - Ill (YIll -) 1zILI W��upO- O ILIz �o `zQ_J2 1LI V '� >_ u -I u v�Q � fu Q -e7 ZL111Q!UJ L_lz ji- ILI QQ_�•' amu` z4 6 REVISIONS LTR DESCRIPTION DATE A 155UE POR 12.13.1b WETLAND PERMIT 155UE FOR 01.21.11 ® 51TE PERMIT C TOWN/AC7ENCY 03.10.11 COMMENTS ® TOWN/AOENGY 04.03.11 GOMMENT5 CLL Cf)u C ♦ ® 1 e® Vcu 0 9 why a-8 cr) 0 © z �d 0 _J LL.1 M t s Cn C� e C i _J LLJCnW CL Cf) OL C) C31 Dwg. No. AM SHEET 14 OF 17 Scale: 1 60' Date DECEMBER 2016 Project No. 1SOAP7 I. It X !hI L EX15T TYPE 0/ TF = 2�8'bl INV=2053 mom. 1�p EX15T TYPE 11-0 05 rig Ap TF -20q.5 AP, 5 ORM DRAT NA EIRISHED. DESIGN POINT #1 WAY PED, Y decrease KATERSHED: 1.00 Ar,, (55% Dec r A 0 AS6m.— LOPED PEAK FLOWS: DLS �A N 1, W, I Rai 00 0.14 GFS (q2% Decrease) t t252 Ac -Ru --Gras 2 Mum - 0(25) 1.32 CF5 (12% Der ff 0000) 1.11 v "_"Gossl5ifted ,F5 (12% Pixroose) 'y LIZ 4' Tc DEER RU .50, LF 3. mi ft) L 1800 LF 2403 Tc 5.2 -AK X li ',A 214h 240 2i r" I u 0 o I i 1} I{ �, \ srow� `, 1 1 , t !i l i f i' ; �2 41 0 Ic AQ I .,- 0 : 4� 0 .. ..... 240+ -di -1,096 +240 2 0 0 AN 7( / FAIr =1 =1 c:q/ =1 m . ........... Z 2510 7� �'• EVE -L U) Z FE -VE L 0 PE- RSHE X D D-- WATE 0 I QESQt POINT A2 U "GROWMEA = J.1.66 Ac Z 1 i ` I , i ' ` /'' 24 'Jidridpack gr" Surface = 2,401Ac,, A Ruff Cut Hvy Gross 4tf� 519pephi 'kc Xr Lawn 0.80,Af:` / i ® i t1 1 1 t ; i _ -- _ / r . _ ... / I�Ao 17e - pe�ouf- 'Povem_eWffoadJ.W6rk9 7- X56 Ac 23A quo -Rdot _?p=_a.O3 Ac 240 like U_ 4. 55 + 214+ +.231 2_+ 230 230,1 231+ t A)p 10M *A�E D 164 ),N�\Iz z GR 1 \\3 \ A Flo 0 1 4" :�,TM;06 A R E A Ruff O�, S\Ac Qp b• He to '—i >\ kpix S1 27\Ac )Cj(;k,'.qrdV Suqdq6 ='-0,06 0 Hari ,,.Irfp I t 0 fayeTen �R?f:W/Wa 52 Ac 0 0 i +228 228+ 777y-' 0 r 1200 .01-0 h 2111 000i 4-6 t EX15T 65 -DEVELOPED WATERSHED,' DE -SIGN -POINT.- #4-,+- STORM DRAINAGE STORM DRAINAGEGROSS AREA = 0,31 Ac -Ruff- C"H Gratis 10% 51 -OZ Ac III DESIGN POINT *2 DESIGN POINT #3 EXIST QB INLET NATER5HEP: 2.55 Al,. (41% Pweass) KATER-1-RED: 11.60 &. (1.4% Increase) PE\eT_-L0PE9 PEAK FLOA51. DEVELOPED PEAK FLOAS: 0(2) = 5.38 GFS (45% Decrease) TL E' T 0(2) -- 12.66 OF5 (65% Decrease) EX15T 0-6 11 0(25) 8.62 CF5 (45% Decrease) Cmu %mp 0(25) 25.24 CF5 (62% Decrease) 1000) 11.41 0F_5 (45% Decrease) 0000) 31.58 CF5 (6% Decrease) EXISTI NV = 15212 L REPLACE AITH NEW GONG E IN\/=180.4+ - TYPE 11 12-6 INLET d SUMP STORM DRAINAGE DESIGN POINT #4 AATER5HED: 0.51 Ac. (14% Decrease) DEVELOPED PEAK FLOWS: 0(2) = 0.36 CF5 (85% Decrease) EXIST 18' RCP CULVERT 0(25) = 0.51 CF5 (85% Decrease) 0(100) = 0.16 ( F5 (85% Decrease) till a - Li CO. 6 0 C cchC OL to LLJ c 0 :3 In Q �t u 10 :p u I rt V 0 C 0 c 0 0 X a > (.) L44 10L 0 r r x CL 0% U_ C z 0 4-0 4. (r) 5 &Z ii a wow 7 0 3i Z ® 03 Cr (J It In to cv) u W 0 M CL u a - NAV EDWARD H. AENKE M/ RE CT PE # 16771 in ILI < is) 2- :Z LU y ii) 0 1- v-- ILI ly it< V <LL 0 K \3 LI QQcyzfu-I V) ILI 2=it,- fu v) ILI K ti z fill X r z F_ rz Q K fij Q u 5 W o 0 - *IJ Z I)- jy ly ILI - D_ tt- < 2<Qn<(S)-Z0Ui zOil) REVISIONS LTR DESCRIPTION DATE A 155ur FOR &ETLAND PERMIT B 155UE FOR 01.21.11 51TE PERMIT C TOW A6"ENC,'i :NT5 05.10,17 Comm D TONN/IG7' 04.05.11 COMMENT5 C> MUNI < Z W 9 C:) cn z BI: I LLJ 0 cr cu C> LLJ z (L .l LLCna. 0. m Z 0 Luin 0 21ap '1 3: _J mi LLJ z LLJ CL. LLJ C"O_ (L IL LJ J 0 Ck= LL. C:) LOL. LJ ILI (L W La Lill Cn (L _J C:) 0 Dwg. No. SHEET 15 OF 17 Scale: 1 = 60 Date DECEMBER 2016 Project No. 1 A(1117 DACadson Pro)ects116-043 Kobyluck116043-1 REVD.dwg SIGNAL SIGN PAVED LEAK -OFF SPEED LIMIT 40 --- ... - - AIT _ jos --- �� 2�a SNET sNEr� -n-- -`- BENCHMARK $ SCHOOL BUS SIGN _� ,��y 1 ,�� - �' 2063 �` X 210.x, , 2058 X057 MAG NAIL IN BASE AT&T METAL BEAM RAIL "� SIGN .,�" - - - _ -__-�------ �'" CB E�LEV�212.OQNAVD88 SIGN AT&T S, \.\� `\, -'vv -_. s 2063 262 d -^ d JCT 161 SIGN " d 21 .1 TF=208.9 . •o- _ ---- A TFORD - N ViI LOND�TURNPIKE -- INv=zo5.3 TF=249.3 1X3 .6 - �� 151�C�-- 1b"RCP ---------------- se .. - - - - ... - _,_. - -7 UT 1 !&T WZ7/ ....- ••..•. - ---- -_•-_r .....,T..--............ '•'...•» „ 6 • t 6'�" --1.' r r^:• "'P'P -........- ...w - j 1 _TF=185. '' ._ - __._ _ --- RE� \ _ - _ - - _ �-- -----_ -- - - - '- _�`�_._ __�_�___ _. - ^--r' - _ �. - -_ _ _ �. __ _ _ _ __. �. 1 fit _ T22�ORTH � i>�CY PNE _ �S 68'16'0 E 231.9 _77--17-77- ` -- - - --� _ --- - HIGH AY U o (REC) AT&T _ •-_-- ..... -.- - _ - _ _ . -• -� _ - _ -__- _ _ _-- _ _ _ _ _ _ - .------- _ _--_-- _ 'ems -- W •, 2063-S _- _- ` = w : _- --�-""_� _•' J --_�_ - �;"� - T- �w�_ _ _ _ --' _r __ _ _ - -" ._--�---".�_= -' - _ _ _ ----- -_ -�___ �'` , �, BOUND CORI ~ . _ -� _ - �.---'' •-' •- �At�?6722:48'`""• ''`.- r'"`r -' -'' � f';=•`'2?t1 _.__.___--'".......-•- _______._.-___ __--__._ -•---' --- _�- � --. _..�.--- - --,,•.•_._-�. �' .� � (NOT ) � � ,r, N=�1�83�,3.41 ` �. 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SPIKE IN 15 MAPLE ELEV=241.61 NAVD88 .NI X 240.3 . N/F LPMBARQI BUS NE PARK LLC VOLUM 447 PAGE'1903 235.8 �\ \ POTENTIAL�PMENT \ \ ENCROACHMENT \ 5 630'18 W ', it NICH PE- FE C SILVEIRA �- N\50'43'23" W L ` '' ' -•. - VOLAE 42 .AGE 368 O 36.73' \ %� E _ 60 7„ , MAG NAIL Ro .,\• \ � CHD , (REC) GRAPHIC SCALE 30 60 120 ( IN FEET ) 1 inch = 60 ft. NOTES: 1. THIS PLAN AND THE SURVEY IT IS BASED ON HAVE BEEN PREPARED IN ACCORDANCE WITH THE REGULATIONS OF CONNECTICUT STATE AGENCIES, SECTIONS 20-30OB-1 THROUGH 2O-30013-20, "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT' ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THE TYPE OF SURVEY IS AN IMPROVEMENT LOCATION SURVEY, THE BOUNDARY DETERMINATION CATEGORY IS DEPENDENT RESURVEY AND THE HORIZONTAL ACCURACY CONFORMS TO CLASS A-2. TOPOGRAPHIC SURVEY IS CLASS T-3 AND THE VERTICAL ACCURACY CONFORMS TO CLASS V-2. TOPOGRAPHIC MAPPING PREPARED FROM AERIAL PHOTOOGRAMETRY PREPARED BY GEOMAPS INTERNATIONAL INC. NO DECLARATION IS EXPRESSED OR IMPLIED BY THIS MAP OR COPIES THEREOF UNLESS THE PRINT BEARS THE IMPRESSION TYPE SEAL AND ORIGINAL LIVE SIGNATURE OF THE SURVEYOR WHOSE NAME AND REGISTRATION NUMBER APPEARS BELOW OR THEREON. 2. REFERENCE IS MADE TO TOWN OF MONTVILLE LAND EVIDENCE RECORDS VOLUME 615 AT PAGE 61 FOR A SPECIAL WARRANTY DEED DATED MAY 5, 2016 REGARDING RECORD TITLE TO THE SUBJECT PROPERTY. 3. THE PROPERTY SHOWN HEREON IS SUBJECT TO, OR MAY BENEFITED BY THE FOLLOWING: A. SEE VOLUME 55 AT PAGE 219 FOR A PERMANANT EASEMENT CONVEYED BY EUZABETH K. SADINSKY TO THE SOUTHERN NEW ENGLAND TELEPHONE COMPANY DATED MARCH 7, 1950. B. SEE VOLUME 325 AT PAGE 944 FOR A SLOPE EASEMENT CONVEYED BY THE BALF COMPANY TO THE STATE OF CONNECTICUT DATED: JUNE 4, 1999. 4. THE SUBJECT PROPERTY IS LOCATED ENTIRELY WITHIN THE U ZONE DISTRICT. 5. BY GRAPHICAL DEPICTION ONLY, THIS PARCEL UES WITHIN FLOOD HAZARD ZONE X (UNSHADED) AS SHOWN ON "NATIONAL FLOOD INSURANCE PROGRAM FLOOD INSURANCE RATE MAP NEW LONDON COUNTY, CONNECTICUT PANEL 337 OF 5554, COMMUNITY: MONTVILLE, TOWN OF MAP NUMBER: 09011CO337G EFFECTIVE DATE: JULY 18, 2011, FEDERAL EMERGENCY MANAGEMENT AGENCY". 6, THE SUBJECT PROPERTY IS SHOWN ON THE TOWN OF MONTVILLE TAX ASSESSOR MAP 005 AS LOT 029 AND HAS AN ASSIGNED STREET ADDRESS OF ROUTE 85. 7, THE BASIS FOR BEARINGS IS CONNECTICUT GRID NORTH NAD83. ELEVATIONS ARE BASED ON THE 1988 NORTH AMERICAN VERTICAL DATUM (NAVD88). BASED ON STATIONS CTGS 1854 & CTGS 1856 8. THIS PLAN REPRESENTS THE LOCATION OF THE BOUNDS AND SITE CONDITIONS DETERMINED BY FIELD SURVEY ON JUNE 12, 2016• RECORD TITLE AND ADJOINER INFORMATION WAS OBTAINED FROM TAX ASSESSOR AND LAND EVIDENCE RECORDS ON JULY 5, 2016. 9. UNDERGROUND UTIUTY, STRUCTURE AND FACIUTY LOCATIONS DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTIUTY COMPANIES OR GOVERNMENTAL AGENCIES, FROM PAROLE TESTIMONY AND FROM OTHER SOURCES. THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN NATURE. ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, THE EXISTENCE OF WHICH ARE UNKNOWN TO JAMES BERNARDO LAND SURVEYING, LLC. THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION. CALL BEFORE YOU DIG 1-800-922-4455. MAP REFERENCES: 1. PERIMETER SURVEY PREPARED FOR LOMBARDI BUSINESS PARK ZAIST PROPERTY MONTVILLE, CONNECTICUT SCALE: 1'200' MAY 2004 JOB I.D. NO. 03--972 BY BOUNDARIES, LLC. 2. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF MONTVILLE HARTFORD -NEW LONDON ROAD FROM THE KRUPCAL PROPERTY SOUTHERLY ABOUT 5,550 FEET ROUTE NO. 102 SCALE: 11-40' NUMBER 992 SHEET NO. 1 OF 2 AND 2 OF 2. 3. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF MONTVILLE FLANDERS -CHESTERFIELD ROAD FROM THE HARTFORD -NEW LONDON ROAD SOUTHERLY TO EAST LYME TOWN LINE ROUTE NO. 188 SCALE: 1`40' NUMBER 9040 SHEET NO. 1 OF 2. 4. TOWN OF MONTVILLE MAP SHOWING EASEMENT ACQUIRED FROM THE BALF CO, BY THE STATE OF CONNECTICUT SPOT SAFETY IMPROVEMENTS ON ROUTE 85 JUNE 29. 1998 JAMES F. BYRNES. A. TRANSPORTATION CHIEF ENGINEER BUREAU OF ENGINEERING AND HIGHWAY OPERATIONS TOWN NO. 120 PROJECT NO. 120-79 SERIAL NO. 84 SHEET 1 OF 1. 240 TO THE BEST OF MY KNOWLEDOE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT A$ NOTED HEREON. ARDO LICENSE #70121 `� • 2-3 -J� DATE l<ww:20zO -��wua wxUJ<<Fh wZCULJ MwtLwc?�vOso 056> a©o-oo�� o NZWOJ 3o�}w0 <z O ~ (A N l >" WU@xizmw3wwawz� O OZ(�;�a; F=Q(90pzo�on-0wv�i �- Z°Mw vaw�?_1awo�Cu F- °zaQoQu=i?oin3 W LL �l -4. L4_ Q v=i0 BCLC BITUMINOUS CONCRETE UP CURBING -THS SOIL DEEP TEST LOCATION CONC CONCRETE WELL DIA DIAMETER' TOWN/AGENCY COMMENTS HYDRANT B REVISED AS PER ZEO COMMENTS 3-10-17 A DB DISTRIBUTION BOX LTR TREE EOP EDGE OF PAVEMENT t BUILDING SETBACK UNE ELEV ELEVATION CLEARING LIMIT UNE FF FINISHED FIRST FLOOR EXISTING TREEUNE LF LINEAR FOOT - - - 158- - - - EXISTING CONTOUR (MIN) MINIMUM ®-----�15-�'-�'-- NEW CONTOUR M/L MORE OR LESS SEDIMENT FENCE N/F NOW OR FORMERLY -- --- -- -- --- ---STORM DRAIN PIPE PVC POLY VINYL CHLORIDE STONE WALL SCH40 SCHEDULE 40 S SANITARY SEWER 5.4x SPOT ELEVATION w WATER SF SQUARE FEET TR TO REMAIN �. SPIKE IN 15 MAPLE ELEV=241.61 NAVD88 .NI X 240.3 . N/F LPMBARQI BUS NE PARK LLC VOLUM 447 PAGE'1903 235.8 �\ \ POTENTIAL�PMENT \ \ ENCROACHMENT \ 5 630'18 W ', it NICH PE- FE C SILVEIRA �- N\50'43'23" W L ` '' ' -•. - VOLAE 42 .AGE 368 O 36.73' \ %� E _ 60 7„ , MAG NAIL Ro .,\• \ � CHD , (REC) GRAPHIC SCALE 30 60 120 ( IN FEET ) 1 inch = 60 ft. NOTES: 1. THIS PLAN AND THE SURVEY IT IS BASED ON HAVE BEEN PREPARED IN ACCORDANCE WITH THE REGULATIONS OF CONNECTICUT STATE AGENCIES, SECTIONS 20-30OB-1 THROUGH 2O-30013-20, "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT' ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THE TYPE OF SURVEY IS AN IMPROVEMENT LOCATION SURVEY, THE BOUNDARY DETERMINATION CATEGORY IS DEPENDENT RESURVEY AND THE HORIZONTAL ACCURACY CONFORMS TO CLASS A-2. TOPOGRAPHIC SURVEY IS CLASS T-3 AND THE VERTICAL ACCURACY CONFORMS TO CLASS V-2. TOPOGRAPHIC MAPPING PREPARED FROM AERIAL PHOTOOGRAMETRY PREPARED BY GEOMAPS INTERNATIONAL INC. NO DECLARATION IS EXPRESSED OR IMPLIED BY THIS MAP OR COPIES THEREOF UNLESS THE PRINT BEARS THE IMPRESSION TYPE SEAL AND ORIGINAL LIVE SIGNATURE OF THE SURVEYOR WHOSE NAME AND REGISTRATION NUMBER APPEARS BELOW OR THEREON. 2. REFERENCE IS MADE TO TOWN OF MONTVILLE LAND EVIDENCE RECORDS VOLUME 615 AT PAGE 61 FOR A SPECIAL WARRANTY DEED DATED MAY 5, 2016 REGARDING RECORD TITLE TO THE SUBJECT PROPERTY. 3. THE PROPERTY SHOWN HEREON IS SUBJECT TO, OR MAY BENEFITED BY THE FOLLOWING: A. SEE VOLUME 55 AT PAGE 219 FOR A PERMANANT EASEMENT CONVEYED BY EUZABETH K. SADINSKY TO THE SOUTHERN NEW ENGLAND TELEPHONE COMPANY DATED MARCH 7, 1950. B. SEE VOLUME 325 AT PAGE 944 FOR A SLOPE EASEMENT CONVEYED BY THE BALF COMPANY TO THE STATE OF CONNECTICUT DATED: JUNE 4, 1999. 4. THE SUBJECT PROPERTY IS LOCATED ENTIRELY WITHIN THE U ZONE DISTRICT. 5. BY GRAPHICAL DEPICTION ONLY, THIS PARCEL UES WITHIN FLOOD HAZARD ZONE X (UNSHADED) AS SHOWN ON "NATIONAL FLOOD INSURANCE PROGRAM FLOOD INSURANCE RATE MAP NEW LONDON COUNTY, CONNECTICUT PANEL 337 OF 5554, COMMUNITY: MONTVILLE, TOWN OF MAP NUMBER: 09011CO337G EFFECTIVE DATE: JULY 18, 2011, FEDERAL EMERGENCY MANAGEMENT AGENCY". 6, THE SUBJECT PROPERTY IS SHOWN ON THE TOWN OF MONTVILLE TAX ASSESSOR MAP 005 AS LOT 029 AND HAS AN ASSIGNED STREET ADDRESS OF ROUTE 85. 7, THE BASIS FOR BEARINGS IS CONNECTICUT GRID NORTH NAD83. ELEVATIONS ARE BASED ON THE 1988 NORTH AMERICAN VERTICAL DATUM (NAVD88). BASED ON STATIONS CTGS 1854 & CTGS 1856 8. THIS PLAN REPRESENTS THE LOCATION OF THE BOUNDS AND SITE CONDITIONS DETERMINED BY FIELD SURVEY ON JUNE 12, 2016• RECORD TITLE AND ADJOINER INFORMATION WAS OBTAINED FROM TAX ASSESSOR AND LAND EVIDENCE RECORDS ON JULY 5, 2016. 9. UNDERGROUND UTIUTY, STRUCTURE AND FACIUTY LOCATIONS DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTIUTY COMPANIES OR GOVERNMENTAL AGENCIES, FROM PAROLE TESTIMONY AND FROM OTHER SOURCES. THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN NATURE. ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, THE EXISTENCE OF WHICH ARE UNKNOWN TO JAMES BERNARDO LAND SURVEYING, LLC. THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION. CALL BEFORE YOU DIG 1-800-922-4455. MAP REFERENCES: 1. PERIMETER SURVEY PREPARED FOR LOMBARDI BUSINESS PARK ZAIST PROPERTY MONTVILLE, CONNECTICUT SCALE: 1'200' MAY 2004 JOB I.D. NO. 03--972 BY BOUNDARIES, LLC. 2. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF MONTVILLE HARTFORD -NEW LONDON ROAD FROM THE KRUPCAL PROPERTY SOUTHERLY ABOUT 5,550 FEET ROUTE NO. 102 SCALE: 11-40' NUMBER 992 SHEET NO. 1 OF 2 AND 2 OF 2. 3. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF MONTVILLE FLANDERS -CHESTERFIELD ROAD FROM THE HARTFORD -NEW LONDON ROAD SOUTHERLY TO EAST LYME TOWN LINE ROUTE NO. 188 SCALE: 1`40' NUMBER 9040 SHEET NO. 1 OF 2. 4. TOWN OF MONTVILLE MAP SHOWING EASEMENT ACQUIRED FROM THE BALF CO, BY THE STATE OF CONNECTICUT SPOT SAFETY IMPROVEMENTS ON ROUTE 85 JUNE 29. 1998 JAMES F. BYRNES. A. TRANSPORTATION CHIEF ENGINEER BUREAU OF ENGINEERING AND HIGHWAY OPERATIONS TOWN NO. 120 PROJECT NO. 120-79 SERIAL NO. 84 SHEET 1 OF 1. 240 TO THE BEST OF MY KNOWLEDOE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT A$ NOTED HEREON. ARDO LICENSE #70121 `� • 2-3 -J� DATE l<ww:20zO -��wua wxUJ<<Fh wZCULJ MwtLwc?�vOso 056> a©o-oo�� o NZWOJ 3o�}w0 <z O ~ (A N l >" WU@xizmw3wwawz� O OZ(�;�a; F=Q(90pzo�on-0wv�i �- Z°Mw vaw�?_1awo�Cu F- °zaQoQu=i?oin3 W LL �l -4. L4_ Q v=i0 D TOWN/AGENCY COMMENTS 4-03-17 B REVISED AS PER ZEO COMMENTS 3-10-17 A BENCHMARKS, SIGHT UNE & DRAINAGE ADDED 12-13-16 LTR DESCRIPTION DATE Date JULY 71 2016 Project No. 16043-1