Loading...
HomeMy WebLinkAboutPlan Set - RDA - Taxi C Reconfiguration - Plans - 492 SUTTON STREET 1/14/2022 LAWRENCE Stantec9 Li ' -01y' Q i' LAWRENCE MUNICIPAL AIRPORT PROJECT LOCATIONz NORTH ANDOVER, MASSACHUSETTSMAP NOT TO SCALE RECONSTRUCT TAXIWAY C (21433 LF X 35 LF) VICINTY NOT T AND EXTEND TAXIWAY C 1 ) 13 7 LF X 35 LF DESIGN STANDARDS DESCRIPTION RUN4AY5-23 RUNWAY I4-32 DESIGN AIRCRAFT CESSNA CITATION CJ3 CESSNA CITATION CJ2 RUNWAY DESIGN CODE B-II B-IISMALL TAXIWAY DESIGN GROUP TDG-2 TDG-2 RUNWAY WIDTH 75' 75' RUWAY SAFETY AREAWIDTH 150' 150' &x Of WJ,ri RUNWAY OBJECT FREE AREA WIDTH 500 500' RUNW4YOBSTACLEFREEZONEWIDTH 40D' 250' JAN UARY 2022 J J R UNWAY CL TO HOLDING CL 200' 240' �� �� RUNWAvaTonoLDINGPOSITION zoo' 125 1 TAXIWAYWIDTH 35' 35' TAXIWAY SAFETY AREA 79' 79' PERMITTING SET TAXIWAY OBJECT FED OR MA 65.5 5.5 TAXIWAY CL TO FIXED OR MOVABLE OBJECT 65.5' 65.5' TAXIWAY WINGTIP CLEARANCE 26' 36' TAXIWAY EDGE SAFETY MARGIN 1.5' 7.5 INDEX OF SHEETS TAXIWAY SHOULDER WIDTH 15 15' SHEET NO. DWG.NO. TITLE 1 T-001 TITLE SHEET 2 G-001 GENERAL PLAN&NOTES 3 v-101 EXISTING CONDITIONS&SURVEY PLAN-1 4 V-102 EXISTING CONDITIONS&SURVEY PLAN-2 5 V-103 EXISTING CONDITIONS&SURVE Y PLAN-3 6 V-104 EXISTING CONDITIONS&SURVEY PLAN-4 v-105 EXISTING CONDITIONS&SURVEY PLAN-5 6 C-501 DR41NPGE&EROSION CONTROL PLAN-1 9 0-502 DRAINAGE&EROSION CONTROL PLAN-2 10 C-503 DRAINAGE&EROSION CONTROL PLAN-3 11 C-504 DR4INAGE&EROSION CONTROL PLAN-4 12 C-505 DRAINAGE&EROSION CONTROL PLAN-5 13 C-506 DRAINAGE&EROSION CONTROL DETAILS-1 14 1-507 DRAINAGE&EROSION CONTROL DETAILS-2 FOR BEST RESULTS AND CLARITY,PLANS ARE INTENDED TO BE VIEWED IN COLOR PERMIT DRAWINGS NOT FOR CONSTRUCTION JANUARY 2022 E- z Z _ � H N Q go R 33 O �g boo Uo z _ Wa o c£ E rY Q X / da�aa�-rya w roLI w Ni Q / w w �r \ 0 f > )Y vnvrwxvi- w f X[. VAVMIXbl ate, I ers,tyUNna � � i- w ez 5^eMNna @,as r ad ada '� r\ / z w a ¢ d ovoaew r � — � rdaI �`� a o os cl w w dda ,% G — m 1 LL z w mil uaadoadA loll ¢ 0 w¢ oao �wo Uy, _ - aQ - , QRO Oar ~ - - - - - w wOd�O � o- --- - - - W - - __ - _ _1�o _- - _ _ _ox - ¢�w - -�w� - — Z Mg 2,5m ¢or�drv�X CD n m w TAXIIVAYE IT Stantec t i E -_ -_ -- f -�� --_--_ S1 C II'9Sev'ces hc. B _ i i a- w - i S �� i� EXISTINGRUNYIAYI4-32� /- - l r' \�v RUNWAY 4 32 EDGE LIGHTS ITVP.1 f s 118+00 1 9+00 109+00 10+00 l{ tit+Pp �'�/ 112+00 113 00/ 114 00 115+00 116+00 117+OQ -� \� I , IT TA \ \� KEY MAPCALE1 zmo TT\T ITT \ --- EXISTING CATCH BASIN(T1Pr � � v v PERMIT DRAWINGS NOT FOR CONSTRUCTION LANUARrzazz EXISTING STORM DRAIN EXISTING UNDERDRAIN T PIPE\\ SYSTEM(TYP.)` PIPE SYSTEM \ \ \ \ LL 1 \ \ MAJOR CONTOUR JT P) f - 1 MINOR CONTOUR(TVP)J EXISTING DUCTBANK \ - --- _- ------__-__ - ---- - ` DI _- ----. -.-_ -. _ - _ __ _ } � w j ,� T JT - - _ - _- -- - -- - - - -- z 0 40' 80' 1 _ � H `�~ - _ EXISTING TAXNVPV --- -- -- --- - EDGE LIGHTS(TVP)�_ -- _ al �o i __ _ 303+00 \ P ^h �✓ 305+00 300,f00 e07 W& 308+00 309+00 310+00 311+00 an,.. r'vi,.ut\ ram + EXISTING TAXM'AV F(PROPOS TOXIWAV C) � � E �-I \ + Revitlon 1 \ � T - EXISTING UNOERDRAIN CLENAOU(TYP --� -,� EXISTINGRUN-UPAREA s"��. .���. - _ - - - EXIST CL UNDERDRAIN --- --- CLEANOUT(TYPI _ - _ \-1+ \EXISTING WETLANDS uo asTno urmsnccarr Permt Seal y _ WETIANO BUFFER ITYPJ �� 7 s ®® - - / \9i ® 3 3 .� 1 --- " CIe'h/PrOJect LAWRENCE MUNICIPAL AIRPORT R o >' K - m NORTH ANDOVER,MA 111HIIATH—UNTE-1.1 LICIT y , �3 � RECONSTRUCT TAXIWAY C(2,433 LF X 35 LF( w D°©O X� � g� _ AND EXTEND TAXIWAY C(1,137LFX35LF( UL3�L �L �L �L �L �L �L �L �L �L �L �L �L �L �L �L >L �L PER.F NGSET 9 EII o[11[1 IGLT IIIIGN Tlile I I _ EXISTING CONDITIONS&SURVEY PLAN-I P e1Ne Seele Iii45030Y 40' __—_ urvwaurrex 1. FOR BEST RESULTS AND CLARITY,PLANS AREINTENDEDTOBEVIEWEDINCOLOR Dr Hg Ha Sheet R"I'IXn Viol 3 T14 A TPXIWA!E �n�j Std sl I CC, II gs,,asHe523 �o ,ISTNG RUNWAY 14d? RUNWAY14-32 �� EDGE LIGHTS(TVP.) i ,� 120+00 12'+00 122+00 �� 123+00 � 124+fd6 125+09� 126+00 127+00 � 128+00 Y�y+00 +_ 1 ^'V KEY MAP 4SCALE 1 zmo PERMIT DRAWINGS __ NOT FOR vQ ! EXMTNc oucreaNH ) CONSTRUCTION / v JANunRr 2azz �n� E%ISTING UNDERDRAIN MAJOR CONTOUR �\ , \� T \ � \\ � � PIPE 51'STEM \ MNOR CONTOUR(TYP.(J I , � � )--� � \ R EXISTING CATCH BASIN TYPI PROPOSED LIMIT OF GRADING(TYP) �W tT EXISTNG TAXIIIAY II GNAGE NP.( R— rn __ _ O EXISTING TAXIAAV � w 1f _ _ _ LT EDGE LIGHTS P.) j F � � \ x PROPOSED TAXIWAY CBASELINE t\ 312+00% 313+00 316+00 % 315+00 -16+00+ _1 \+00 1I—P 319+00 320+00 321+ —I 77,77PP 322 00 1 R2VISlOn \\EXISTINGTAXIWAVE(PROPOSED TAXIWAYC) EXISTING UNDERORAIN CLEANOUT _—__ - \ I ,ETo f / \\ \ 1T �1y \\ \ \ \\ / - FaAoa.aoPEnnlvE I \ 1\ EXISTING STORM DRAIN PIPE SYSTEM(T)P.). \ \ �o � T Permlf seal rRi c�,nour EXISTING WETLAND TYP. �� ——1— ——�—— ———EDGE--• , I EXISTING TAXM/AYDELTA( ) \ \\� \-1 'IGHTS(TYP.) \\ J m °o u, mo werulNo v %/ �1 cteLAWRE CEMUNICIPAL AIRPORT 0 NAA BUFFER(TYP. 1 T , V T 1� _ RECONSTRUCT TAXIWAY C(2,433 LF X 35 LF) 01 AND EXTEND TAXIWAY C(1,137 LF X35 LF) \ \— \\ PER.FINGSET I x �f & it r,ASAry 'Ic 'L \ �L T \ \ TL T112 I`, v tv 1v EXISTING CONDITIONS&SURVEY PLAN-2 v o TO_ A lam' 11T— ARE EST EDUTO LT BAND CLARIIN COTY LORSL. I MATCH LINE-SEE DWGoV105 ` P li>4 0309 Scale QO VED A D awln,No. Sheet R6VISIOn vIJ/ 4At14 A AT 77 Stantec A T----- T ------------- ------------ ------------ ------------ T A A T T RUNWAY 14-32 A I-P 111+01 111+11 ""P, 0 ��5+00 1 777�= T SCALE 1­2000 KEY MAP EXISTING DUCTIBANK PERMIT DRAWINGS NOT FOR CONSTRUCTION A JANUARY2022 T­ L EAT IT GUNDERDRAIN T EXISTING RUNWAY T4-32�,Z " ' -i �/ J" ELECTRIC MANHOL, g IDS ELIGHTS(�P.) (TYP.1 T) PIPE SYSTEM EXISTING ELECTRIC HAHDHOLE TIP j f -A L EXISTING Tl.WA1 SIGNAGE LIMP.) I PROPOSED GRADING 7 EXISTING COMMUNICATIONS _j \HANDHOLE MAJOR CONTOUR j(P.) PROPOS ED TAXIWAY C EASELIN!z� 12-1 1 13-0 323,00 ....... 12-P 77,77 TAXIWAYC - I III ,r o /I + I + \� %r a� TAX L HTT'S(T 7m D7LF_S�� EXISTING RUNWAY 5-23 A EXISTING EDGE LIG EDGE LIGHTS(EVE, /AS 7 A� 71-1----)-- A I Tp-it Seal EXISTING STORM URAIN p PIPE SISTEM JYP.f 2 U D DRAIN ,D CLEANO T(TYP.) LAWRENCE MUNICIPAL AIRPORT Ll-ILT 'R,"'P"CCL lAATl­lElDSAl I-IT EXISTING N ER U MINCRCOWOURJYP�--- I T, NORTH ANDOVER,MA RECONSTRUCT TAXIWAY C(2,433 IF X 35 IF) M A, 1 AND EX TEND TAXIWAY 0'1,117 11 X 11111 0 p.A-111-Ell 1-TSI lEl EXISTING LE LSLILLI 1 ( t I ET'VIIND SOCK Ll PER.FNGS �T­1111PLI 111­1111G� EXISTING CONDITIONS&S U RVEY PLAN 3 TERMINAL RAMP P'Cj't R'. SC.lC j _>450309 I'=40' f Dr-hq La Sheet R,,[,ICn PC BESTRESULTSA PLANS G.C005 ARE I OAALT INTENDED TO B=1�-RDIIRS MATCH LINE DW 5 AT 1, E V 03 A r - - - �- --_ - - - - - - - - - - - - - Stantec - -1 L - L-/ ` iS0 WETLAND BUFFER L - - - - 1 -------------- - - - - - C — — — — ----------- m x — PY ght R d {- ,I 0 ------�- 1 - - - _- 1 s rz \ �/ ET DS 1TYP °��'L 1 t � _ EXISTING YJ lAN � Q RUNWAY I4-32 -1-0; izz 1C t.+ }; art zN�C fi +40 _ Tf T � _ m KEY MAP SCALE1 zmo AL r� ----__--\ L` MAJOR CONTOUR PERMIT DRAWINGS NOT FOR / CONSTRUCTION EXISTING UNDERDRA Iry JANUARY2022 PIPE SYSTEM IN�ExIsrING THRESHOLD LIGHTS TSP.) 1 i '..K� _. T.. EXISTING 32 PAPIG ITYP.) � � �` -_ •-� - �'� '�` '// - ,�7 / E%ISTING ELECTRIC EXISTING TAXINAY SIGNAGE TYP. t HANDHOLE(TVPJ - �- �----�- ��---PROPOSED LIMIT OF GRADING(TVP.) � � � I n 0 40' 80' MINORCONTOHR EXISTING TAXIWAY y - \� EDGE LIGHTS(TYP.) TAXIWAY C ~ n ��un EXISTING DUCTBANK PROPOSED TAXIWAY C BASELINE t 7 / �___ ry,r----------------- l - _-----�— —�---'��, _— ----_-------, -- / I / -- _ L ��— — EN) _ - ------ _ -- _ I Ao Perrnt Seal \ < _ _ f -TT \��� rL� rd - -_-- II 1✓ sv cs..ren owN yxorwss ---� _ »s- �,tlt. 11-1 _ — _ — _ i --- i ,r'- rvur w _ _ _ _ euuou. z TERMINAL RAMP - � ® Cfent/Prolerll -. v..ua�LSF ---- ----- --- - A EF 1.11TH11- LAWRENCE MUNICIPAL AIRPORT - - -...--,- D - N ORTH ANDOVER,!NAA T, iA-Lon. ..ic>aFE>re�Ae RECONSTRUCT TAXIWAY C(2,433 LF X 35 LF( AND EXTEND TAXIWAY C(1,137 LF X 35 LF( L;L L rALAL PERmFINCSET -LELooA A,H�ELAH Tine \ .LT tiosAA EXISTING CONDITIONS BSURVEY PLAN-4 \. P'1ect No Sal= r a \ FOR BEST RESULTS AND CLARITY.PLANS Dr-Hg No, Sheet Revlslon } ARE INTENDED To BE VIEWED IN GOLOR V 104 6 rr 14 A MATCH LINE-SEE DWG V102 6 I I l I MATCHLINE-SEEDWG.V103, Stantec#I Is EYJSTING UNUERURAIN / T i F ,sa Se�caz hc. 1 I I CLEANOUT(TYP.) I I 1\\\ ,I � / MINOR CONTOUR(TYP.) II f —� o I C PY 9hfR d c 1 1 I ! 1 I 1 I 1 I I �c EXISTING UNDERDRAIN I I / - Y J 11 PIPE SYSTEM 10D'WETLANO BUFFER(TYP.) � \ � I I / I / I / I T ( J EXISTING CONCRETE\\ f ENCASED DUCT BANK (YP. J — I I 1I y , \ LN MAJOR CONTOUR(TVP.)� �I X \\ \\ I/ Y 1 11 \ \f KEY MAP- LJE1 260h \\ K T kX E LIGHTS 7 P.� 1 PERMIT DRAWINGSEVISI AY NOTIFOR \ Oo CONSTRUCTION ON ISTINWET \ s \ JANUARY22 \ 1 I} \ � � , \ I I I. \ 0 40' 80, EXISTING TAXMI4V SIGNPGE(\YP.) 1 1 1 \ G 1 1 1 1 I �x— x as I I ) = \ � ,hq I J I 3 / \ �O l \ li \ II I/ k,ue(1m. ,o uo asrnou�msnoaa�i \ 1 1 l I - I oI; � � I 1 =1 � Perrnf Seal IT 9 I III I I v I v r u I x 11 a" 9 0° II,J111 V Jl f T I I I !i ✓ rl 1v �I v 1 v\ ® II 1111 I f 7 1 \/ Cfent/Project s; ® 11 l�j�� j II I T II I vT `� LAWRENCE MUNICIPAL AIRPORT R o I'IvIr NORTH ANDOVER,MA I III r v I v I v v / v x RECONSTRUCT TAXIWAY C(2,433 LF X 35 LF( r \ AND EXTEND TAXIWAYC(1,137 LFX35 LF( Inly r A T I l lul PEannmlNGsEr El-EITIlER�,. l l l u cesery I 1 PIIII / I I/ I I Thelul v j € I \ v o s�vva�y EXISTING CONDITIONS&SURVEY PLAN-b Pe.'TNo S-1H 111 I I fi I I � �� I �� Iii45030Y I'=qp' I I � I I s�� _ \— Or�wln NaSheet R vll n If _ � � � J o. See z so q` FOR BEST REBULT9AND CLARITY PLANS � ^`�• �� 1 9 ARE INTENDED T08E lF-EDNCOLOR / I.. \/ I %��\ 1 /A!\ A��>� \ \ \ 2a V 105 7 14 A — TAXIWAY E Sta ntec a - I e C111 111 ter . F C py ghf R Bd U., q3q • ...=.ter >•« :.<...... —,.,.— F, I RUNWAY"14-32 o lil+fl0 112+M 113+00 114+00 115+00 116+00 11J+00 118+00& 119+00 10 110®+ Q l KEY MAP ALE 1 2mo EXISTING UNDERORAI I CLEANOUT(TYP EXISTING STORMWATER PIPE PJ PERMIT DRAWINGS EXISTING CATCH BASIN(TYP) •— NOIE FOR / EXISTING DRAW MANHOLE .. —.. — _ CONSTRUCTION '- JAN VARY 2022 EXISTING UNDERDRAINI ` 1 PIPE SYSTEM TYP.) ' t o I I N 3087646 ID CB) \ J -I EXI9T.STRUCTURE TO REMAIN //]� N 755993.26 62(NEN 48 I.D.CBS / RIM ELx118G6' EXISiN00RASSJ E'.]5509326 N'.390]45fi 00 \ t I I LL 7 RIM EL 12354 E.I562I903 I a U P1 NEW 12'RCP)INV IN=116.A2 EP1(EXISTING 12"RCPJ INV OUT=115.I8 P2(NEW 12 RCP'INV IN 1196Y1 RIM EL 12616 / C° r 1/ l I ' Pi(NEW 12 RCP)INV OUT=119.54 P9(NEW 12 POP)INV IN 121.35 �. —• .—.—•_•— —•—•—•—•—•— P2 NEW 12"RCPI INV OUT-121.31' I . .. —... .. .�.—.� L=146�5=0005 a I, -Vo \.• \.—\-1 L3(4'S= ( L-324'9-0005 _ P3INE 1� z �--P1(EW 12"R P - I PREANOUD UTNDERORA R P} -- PROPOSED UNOERDRAN / V� N PIKE SYSTEIA ITYPI } + LIMIT OF PAVEMENT TVP s • i. DRAIN INLET PROTECTOR TVP I • `• +00 + 308+00 309+00 31U+00+00 31 00 RevI510n ^K4'305 30+00 � 30] � � � PROPOSED TAXIWAY C EXISTING TAXPVAV FI •\ EXISTING RUN-UP AREA 11IL �EXI6TIN0 KRAss � EXISTING HEADWALL TO REMAIN UNDISTURBED(TYP) � � / LIMIT OF GRADING(TYP.) CO1 P09T FILTER TUBE ITS P.I •\ / S3(NEW 48 s35 \ \\ EXISTING WETLAND6(TI P) N3 087377.35 73 64068] Perrnf Seal E RIM EL:125.12' p ry IF,(NEW 12 SIZE)INV IN=122.14' o� P3(NE'N 12 RCP)INV OUT=122.10' / EXISTING TREELINE \ o m ZL �L �L �L _L �L \ C101 11 ETLAND BUFFER / M _ Cleni/PrgAC1 LAW RENCE Ml1N ICIPAL AIRPORT - �L LEGEND NORTH ANDOVER,MA —•—LIMIT OF GRADING LIMIT OFPAVING(EXISTING AND NEW PAVES RECONSTRUCT TAXIWAY C(2,433 LF X 35 LF( TTl7T7 NEW TAXIWAY PAVEMENT LL � � � � � � �L AND EXTEND TAXIWAY C(1,137 LF X 35 LF( EXISTING PAVEMENT TO BE REMOVED EXISTI I I MIHING N SET EXISTIG UNDERU PIPE EL �Lm ®® EXISTING CATCH BASIN TH, I I O EXISTING UNDERDRAIN STRUCTURE DRAINAGE&EROSION CONTROL PLAN-1 ELL NOTES'. PROPOSED GTORBiDRAIN PIPE(SIZE VARIES) 1. COORDINATES SHOWN HEREON REFER TO THE NORTH AMERICAN o_PROPOSED UNDERDR>.IN PIPE DATUM OF 1983(2011 ADJUSTMENT). ® PROPOSED CATCH BASIN ELL 2. ELEVATIONS SHOWN HEREON REFER TO THE NORTH AMERICAN ® PROPOSED UNDERORAIN STRUCTURE SUMMARY OF IMPERVIOUS'. VERTICAL DATUM OF 1988(NAVD88 MEAN SEA LEVEL DATUM.) COMPOST FILTER TUBE P.1 fNo Scalc FORBESTRESULTSANDCLARTY.PLANS PAVEMENT REMOVED: (99,393)SF 3. FOR DRAINAGE DETAILS,SEE DRAWING C506 AND C507. '.ii'. DRAIN INLET PROTECTOR I/>450309 -4Us ARE INTENDED TO BE VIE`NED IN COLOR PAVEMENT ADDED'. ]]493 SF PROPOSED DRAINAGE DEMO prowing No. Sheef Revlslon NET PAVEMENT. G2.400)BE —100WETLAND BUFFER �n 777r WETLANDG C501 8 H 14 A '. TAXIWAYE CtT a n irk►tTQc 'y TT V 4 KL \\ I 51 C II'gS es hc. V\ 523 Copy,ght R ed i r REMOVEAND REPLACE A" EXISTING CATCH BASIN S11(NEW48"I.D.CB) RUNWAY 1432 \S N'.3087D2662 E T6F04364 "IF, 0+0 V 120+00 121+00 122+00 123+00 � 124+00 +00 127+00 128+00 129+OD RIM EL-13304' �.\ EP4(EXISTING IB'RCP)INV IN=128 5D' KEY MAP gALE.1 zoo P11 NEWTS RCPI IN OUT=12824' EXISTING UNDERDRAIN DRAIN INLET PROTECTOR(rvP) PIPE SYSTEM TYP) PERMIT DRAWINGS f EXISTING CATCH BASIN(PP r•—• '.-- — — '' .: L.. NOT FOR EX x ISTING STORMWATER PIPE(TYP) > � � - e12 NEW 48'ID c8, CONSTRUCTION 308696 EwsnNccreass� JANUARY 2622 LIMIT OF GRADING(TYP P.111112,11 EL_' / > 1 Rlhl EL 1322A S4 NEW 48'ID GB i P13'NE'112 RCP INV IN 12626 513(NEW 48'I.D2C1 N 308I212.00 P12(NEP112 RCP�INV OUT-128.24 E:T5I293.46 ExISTINGOkA66 E15665/.12 / 519NEW 46 .D.CB) "" \ RIM EL 129.14' N 3756932.84 A it RIM EL.134.53' P4(NEW12"RCP)INV OUT-125.20' / E'.T6803211 ' xi P13(NEW 12'RGP',INV OUT=130.63' _ — — I• RIM EL 131.19' ' ' —-_ _ P12 NEY12"RCP)INV IN 12.10' 00 SSgft F. `'-ems= — P13(NEW 12"1CP) • .—, L-117 S 10G8 - - —,—, P11 NEN18'RCP)INV II�12T.7G' � \ P10(NEW 24'RCP INV OUT=121.61' S � --149 S 0004 =4(NEW 12" CP - W12'RCPJ .: PROPOSED UNDERDRAIN EXISTNG UNDERDRAIN 8 � PIPE SYSTEM(Ti'P.) PROPOOED STORMDRAIN PIPE(TYP.) CLEANOUT(TYP.)� uD UP Up PROPOSED UNDERDRAIN CLEANOUT(TYP) UN UD u - UD UD JDl 312+00 313+00 J14+00 315+00 31e+00 3'T" 318+00 3 9+0 3 H 2 Revi'iGn TAXIW'AYFTO BE RENAMED TAXIVVAYC s +ax r vxun c n \\ \ uo DEMO EXISTING CATCH STORMD SITING 0 LIMIT OF PAVEMENT STYE // �� RAIN(TVP� .—.—.—.—.—.—.—.—.—.—.—.—.—.—...G,—.—.—...�\ " BASIN JYP.i P8(NEW 12'RCP) rx..m.n .. , L 78 5-0.00I L 190 5-0.008 - I Is,uetl r.r,io \ �P, E6 1S C) L-171'S 0 D ''' 1=163 6 G.008;. � 11 15 C I R COMPOST FILTER TUBE(TVP.) 6� / \ — — — 5 C ', - •—• 7 EXISTING GRASS RIM EL 889.4' \ E \ Permf Seal S6(NEW 48 I.D.CB) EXISTING HEADWALL TO REMAIN UNDISTURBED ITYPJ N 3G86669.48�� E L.132.57 87(NEVI48"I D 0B)) m P6(NEW 15"RCP)INV IN-126.59' N 308629819 CYV PS EW WRC INVOUT=128.59' EY6I092 2 M RIM EL 13312 ', X,' c9l > o ` / P](N BIN 15 RCPI INVIN=12915 / EXIST.STRUCTURE TO REM1IAIN ,C _ BS(NEW 48'I.p.MHI t a" Ps(NEW 15 RCP)NV OUT=129]i RIM EL 13699 N'.3D8699944 EPP(EXISTING 12 RCP INV IN 131 4 V� w 7100'WETLAND BUFFER E.T66TT399 PB INEN'12"RCP)INV OUT 1 1 80 ,) z �✓ RIM EL 131 zo o o Cleni/ProjXcl P10 NEW 24 RCP)INV IN 12686 N S8 NEV148 ID MH P5(NE,v16 RCP)INVIN 1268s N.308e1111, P9 NEW 12'RCM LAWRENCE MUNICIPAL AIRPORT U - EXISTING TREELINE m U / (INTERCEPT ExISTINcza RCP,INVOUT-1zs.es LEGEND e.TSTzzslz L=59 S-O.G17 NORTH ANDOVER,MA �� `m,2 _ —•—LIMIT OF GRADING RIM EL.1361 m [EA Y OFIMPERVIOUS. LIEWTA PAVING(EXISTING AND NEW PAVEMEN p8(NEW 12 RCP,INV IN=13120" I RECONSTRUCT TAXIWAY C(2,433 LF X 35 LF) �777T7 NEWTraxmvnv PAVEMENT P9 NE'n'tz RCP1INV IN-t31 z3' AND EXTEN D TAXIWAY 1,137 LF X 35 LF EXISTING WETLANDS(TYP.) / r� FOR BEST RESULTS AND CIARITI',PLANS NT REMOVED. 199,893)SF ( - I `<,`<,`<,`�`C,EXIST NG PAVEMENT TO BE REMOVED pY(NEl1'15"RCP)INV OUT-131 12 ' ARE INTENDED TO BE VIEWED IN COLOR NTADED: (2277 493SF w EXISTNG STORMDRAIN PIPE(SIZEVARIES) S9NEN 386657 61 PERMIffING SET EMENT_ (22,400)SF EXISTNG UNDERDRAIN PIPE ®® EELST NG CATCH BASIN Ti92 No1Es: o EXISTNGUNDERDRAIN STRUCTURE DRAINAGE&EROSION CONTROL PLAN-2 >� � lc' ro 1. COORDINATES SHO'NN HEREON REFERTOTHE NORTH AMERICAN PROPOSEDSTORMDRAIN PIPE ISIZEVARIES) E 15I20Y 26" 'L � -L � � � � DATUM OF 1983VDI1 ADJUSTMENT,. PROPOSED UNDERDRAIN PIPE RIMEL 13391 2. ELEVATIONS SHOWN HEREON REFER TO THE NORTH AMERICAN ® PROPOSED CATCH BASIN EP3(EXISTING I2"RCP)INV IN 73330, " VERTICAL DATUM OF 1988 NAVD88 MEAN SEA LEVEL DATUM. o COMPROPOSE FILTER UNDERDRAIN STRUCTURE P9(NEW 12"RCP)INV OU D p 1No Scale ( ) COMPOST FILTER TUBE 3. FOR DRAINAGE DETAILS,SEEDRAAINGC506ANDC507. DRAIN INLET PROTECTOR IL>450309 -rr rr rr PROPOSED DRAINAGE DEMO`- —1no'WETLAND BUFFER MATCH LINE-SEE DWG.C505 prr)\ving No. Sheef Revlslon 3n 7 =WETLANDS C502 9 AT 14 A NOTES Stantec 1 COORDINATES SHOWN HEREON REFER TO THE NORTH AMERICAN ,. DATUM OF 1983(2011 ADJUSTMENT). LEGEND 2. ELEVATIONS SHOWN HEREON REFER TO THE NORTH AMERICAN _ LIMIT OF GRADING VERTICAL DATUM OF 1988(NAVD88 MEAN SEA LEVEL DATUM.J L ME OF PAVING(EXISTING AND LEA PAVEME i 3. FOR DRAINAGE DETAILS,SEE DRAW NO C506 AND C507. I S1 C II'gSev'ces hc. TTrTTT NEW TAXI WAY PAVEMENT _ k EXISTING PAVEMENT TO BE REMOVED - EXISTING STORMDRAIN PIPE(SIZE VARIES) EXISTING UNDERDRAIN PIPE _ ®® EXISTING CATCH BASIN o I SUMMARY OF IMPERVIOUS'. - F. `., OO EXISTING UNDERDRAIN STRUCTURE FOR BEST RESULTS AND CLARITY,PLANS PAVEMENT REMOVED'. �99,893)SF PROPOSED STORMDRAIN PIPE VARIES) AREINTENDED TO BE VIEWED IN DOLOR PAVEMENT ADDED. ]]4135F C py ghfR d —o—PROPOSED UNDERDRAIN PIPE Q NET PAVEMENT: (22,400)SF �J1p ® PROPOSED CATCH BASIN QQ PROPOSED UNDER DRAIN STRUCTURE COMPOST FILTER TUBE , /III/ DRAIN INLET PROTECTOR v/ / PROPOSED DRAINAGE DEMO 100 WETLAND BUFFER ,777T WETLANDS +. s20)NEW 4s"LD.CB) RUNWAY 14-32 N'.3086298.93 1 0+00 131+00 32+00 111+00 134+00 135+00 136+00 13T+00 _ 138+00 EEL.-Il1.42 140+Qp I CAIE.i 20]0 RIM EL 143.66 ~ EP10(EXISTING IS REP NO IN 141.08 _ - EP9(EXISTING 12 RCP INV IN 140.83 y E KEY MAP EXISTING UNDERDRAIN :I EP11(EXIBTING 21'11P INV OUT 139.48 PIPE SYSTEM(TVP) EP12(EXISTING 21'RCP INV OUT=140.99 I:. q a •. PERMIT DRAWINGS COMPOST FILTER TUBE(TYR) EXISTING CATCH BASIN(TYR) NOT FOR i +t I LIMIT GF PAVEMENT JYP.I CONSTRUCTION • ,1 �EXISTING GSASS - I•_. '� ` �� JANUARY 2022 N 5�Ex sT Nc c9Ass N.16(NEW48 I.E.ID CBI 3 0864]5.62 EXISTING UNDERDRAIN \ RIM EL.140.29' 1 CLEANOUT(T`!P. \ P1](NEW 12•RCP)INV IN=13].29' Pl](NEW4a I.D.CB) E LIMIT OF GRADING(TYP.( I f I �•� \ P16(NEW 12'RCPJ INV OUT=13I25' N308&350A0 \ 11 ¢� _•�.� 1 0( \ RIM EL.143.46' + ' —• _ PROPOSED UNDERDRAN `'f �•— \ Pi](NEW 12"RCP)INV OUT=139 J3' '-_ �,�' L. •. f REMOVENND GLEANOUT ITVP.) � .._._.�._._._._. �• �.� REPLACE b 0 40' 80' EXISTING 3 L 225 S 0.009 CATCH BASIN UA UP e —�— —��� — QI� �,� „rnn 2 2+0 324+00 325+00 32e 00 32T+(hJ ;92—G 329+0 3+0 33 0 \ 0 —332�00 0 0 �Pi jNE uo PROPOSED UNDERDRAIN o U �Uo 5-0-Di6 U "` PIPE SYSTEM NYP.) ). o L-232' 12" CPl \ T� L 91 S 0005 "`"m•r� -^2 i _._._....` �•_•7 —•J —P18(NEWV RCP) IvueU' ^'"10 _ �•� P j ''' I �• //1 515(NEW 48 ID ONE I ._• �, ry , r ervno j j I I $14(NEW 48 I.D. B) N'.3086283ba 1 'C-F Seal 6E.757973.96 1 N:308a40202 �x4�W t / E.75]]6931 RIM EL 14403 ' DRAIN INLET I RIM EL 14029 15 NEW 12 RCP)INV OUT I4003 PROTECTOR EXISTING DRAIN MANHOLE(TVP.� // P15(NEW 12 RGP)INV IN 13629 (TYPE M ,.I S18(NEN 481D.C8 i Pi6(NEW 12 RCP)INV IN-13629 ( �' ,C r j A 21 P14(NEw 1z"RCP)wvour=lse.z8 NaOOeosa.169i �• °� RIM EL.142Y646 OUT=1 59 P1d(NEW 12"RCP) P10(NEW 12 POP)IN L-219' .005 ml Cfen1/ProJecl ZJ -, EXISTING GRASS I r PROPODED STORM DRAIN PIPE(TYP.) LAWRENCE MUNICIPAL AIRPORT NORTH ANDOVER,VA L -= I� EXIST STRUCTURE TO REMAIN EYIBTNGGPA99J I z- > RIM EL 14026 ? RECONSTRUCT TAXIWAY C(2,433 LF X 35 LF) - P1a(NEW 12 ROD INV IN=13510 AND EXTEND TAXIWAY C(I,137 LF X 35 LF� t EP6(EXISTINc 15 RCP)INV IN=135.10 n EP](EXISTING 24"RCP)INV IN=134.]6 o I PERWRINGSET EPB(EXISTING 24"RCP)INV OUT=133.76 Gil,I II - EXIS71NGS70RMAATER PIPE(TYP( I /• DRAINAGE&EROSION CONTROL PLAN-3 P, 1Ne 6eQIP ->450309 -qp' MATCH LINE SEE DWG.C505— ! D owing No. Sheet Revlslon C5O3 10 hT(4 A xTj. o '- I x Vie-- Sta ntec _ ILL o s I c II'gsevice •' G L � r - �l� C PY ght R w I m ~ x RUNWAY 1432 tl _ 14TtQQ _ 3 142+4Q 143+00 144+00 045tfi0 146+d0 147+00 1 48+DG 149+00 150A00 `\ �———tom-_ LIMIT OF PAVEMENT(TYP.) ' x KEY MAP_ cnv=.1 2a7o J ` /E%9TN5GRA58\4 f EXISTING CATCH BASIN(TYP) -I / Z �L �L ..I-.._ - /• - DRAW PERMIT GS / IN y o i NOT FOR •—•—•—• EXISTING STORMdNATER PIKE TYP P20(NEN112 RCP) \ o V��� REMAIN UNDISTURBED TYP. �c Nnrvccwfss s21(NEW CONSTRUC��ION I EXISTING HEADWALL TO / L�3 8 U 17 \ N.3o669ss - i58]00 T] �., RP9 EL 14520 \ _ P20(NE%V 12 AGE)INV OUT-1 UT 141-/0 I may• . ' � �7 /f DEMO EXISTING CATCH BASIN •� % EXISTINGVJETLANDS(TYP. DRAIN INLET PROTECTOR ITVP) l PROPOSED UNDERDRAIN CLEANOUT(TYP) PROPOSED UNDERDRAIN PIPE SYSTEM(TYP) ^ ' EY I RIM E STRUCTURE TO REMAIN Po Ip LIMIT OF GRADING TYP. RIM EL:14482 0 40' 80' _ — P20(NEA 12'RCP)NV N=14123 ;' / U EP13(EXISTING 12"RCP)INV OUT-14122 x + UP UU UU t I DEMO EXISTING STORMORAIN JUD 0 uo TAXIWAVC u .:._ 1 I B` AS -I +00 335+00 336+00 33J+00 338+00/ I rr � a RevltlOn "' 100 WETLAND BUFFER }� = PROPOSED BTORMDRAIN PIPE TYP.' u_ i �v .T Pie NEW 1272cx) m I- E158298.04 E.CB)L a306099e6 '�A �• / Permrseal o P10(NE114ZBRURE TO REMAIN RIM EL.145.16R' ) ,� I. EXIST STRUCT GP)NV N 142.26 r oaR+'2 u.�Os�- �P19(NE1Y 12 CP INV OUT-142.70' T = 1 a P18(EXII1T2 ROPI INVIN 102P1 6 y EP9E%(STING 12"RCP(INV OUT 142.24 IQ COMPOST FILTER TUBE(TVP.j� w t Sz Clem/Project x LAWRENCE MUNICIPAL AIRPORT U LEGEND !V NORTH ANDOVER, A —LIMIT OF GRADING I� LIMIT OF PAVING(EXISTING AND NEVI PAVEM RECONSTRUCT TAXIWAY C(2,433 LF X 35 LF( 7777T7 NEm�TAxMOAv PAVEMENT AND EXTEND TAXIWAY C(1,137 LF X 35 LF( 3 _EXIBTING PAVEMENT TO BE REMOVED --- -EXISTING SFORMOSAIN PIPE(SIZE VARIES) PERM IF ING.SET F EXISTING UNDERDRAIN PIPE ®FE EXISTING CATCH BASIN The OO EY.ISTINO IN DEED RAIN STRUCTURE DRAINAGE&EROSION CONTROL PLAN-4 NOTES'. PROPOSED STOR"DRAIN PIPE(SIZE VARIES) 1. COORDINATES SHOWN HEREON REFER TO THE NORTH AMERICAN PROPOSED UNDERDRAIN PIPE - I DATUM OF 1983(2011 ADJUSTMENT). ® PROPOSED CATCH BASIN 2. ELEVATIONSSHCA'N HEREON REFERTOTHE NORTH A6IERICAN ran PROPOSED UNDERDRAIN STRUCTURE SUM AVD88 MARVOF IMPERVIOUS'. VERTICAL DATUM OF 1988(N MEAN SEA LEVEL DATUM.) COMPOST FILTER TUBE P.)ct No. Scale _ FOR BEST RESULTS ANO CLARITY.PLANS PAVEMENT REMOVED: (99.893)SF 3. FOR DRAINAGE DETAILS,SEE DRAWING C506 AND C50]. '.10i DRAIN INLET PROTECTOR IJi450309 I'=40� ARE INTEN DEDTO BE VIRC IN COLOR PAVEMENT ADDED'. JI4�3 SFSF —PROPOSED DRAINAGE DEMO Dr'Whg INC, Sheet Rc'VISIOn ,`,. tir rr rr y NET PAVEI, T. (22.400)SE ---10 OETTANDBUFFER �WETLANDS C504 11 r114 A MATCHLINE-SEE DW MATCH LINE-SEE DWG.C503 "' I Sta ntec G.C502 LEGEND 1 I �I s c IF gse�eas ne. ;, •� .�, •—LIMr OFGRADINc 1 LIE TAXNAVING I EMENNG AND NEW PPVEAIES ,�'�•� + T7'7'7 JJ NEW TAXIWAY PAVEMENT e rz 523 \ �"�, %", � EXISTING PAVEMENT TO BE REMOVED - ,. iy •�. I I EXISTING STORMDRAIN PIPE(SRE VARIES) EXISTING UNDERDRAIN PIPE ®® EXISTING CATCH BASIN O EXISTING UNDERDRAIN STRUCTURE PROPOSED STORMDRAIN PIPE(SIZE VARIES) PROPOSED UNDERDRAIN PIPE - ® PRO POSED CATCH BASIN v I ( PROPOSED UNDERDRAIN STRUCTURE COMPOST FILTER TUBE \ x. o f 'i'.'., DRAIN INLET OR PROPOSED DRAINAGE DE MO 'vx — —100'WETLANO BUFFERVIV 77777­IIETLANDSm - / DR4IN INLET PROTECTOR(RP.) NOTES: \ / 1. COORDINATES SHCWN HEREON REFER TO THE NORTH AMERICAN \ DATUM OF 9983(2011 ADJUSTMENT). EXISTING WETLAND(7{p,j AL 1. ELEVATIONS SHOWN HEREON REFER TO THE NORTH^,MERIC>N i VERTICAL DATUM OF 1988;NAVD88 MEAN SEA LEVEL DATUM.) � _o I 3. FOR DRAINAGE DETAILS,SEE DRAWING C506 AND C501. I KEY MAP caLE1zmo Y _ SUMMARY OF IMPERVIOUS: \ • + �•.r J FOR BEST RESULTS AND CLARIFY,PWNC PAVEMENT REMOVED'. 99,893�SF PERMIT DRAWINGS COMPOST FILTER TUBE(TYP.) 71 I ARE INTENDED TO REVIEWED IN COLOR PAVEMENT ADDED_ 774988F NOT FOR NETPAVEMENT Izzp00;sF CONSTRUCTION � szs \ ,'11 _--,i I -I JnNunar zazz � � � \ 100'WETIANDBUFFER I I I I, F � �L L�L L IL L IL 523 + L.�' EXISTINGTREELINE ��. •� � I Revitlon +n irrun �� I I Is,uea.m l v I �• ry r Perrnt Seal as cA o C 'cam Ka{ I � CIen1/Project � � I 100' NORTH N WETIAND BUFFER CEMUNINAL AIRPORT NORTH ANDOVER,NSA RECONSTRUCT TAXIWAY C(2,433 LF X 35 LF( �L �L �L 'LI AND EXTEND TAXIWAY C(1,137 LF X 35 LF( - L �L �L �L 7<as I I \ I PERWRING.SET _L _L2_I I j \ / \ r I ii112 DRAINAGE&EROSION CONTROL PLAN-5 � �aas I N \ P clect No Seal= e Iii45030Y I'=40' 7 s �Ic �Ic �Ic I rua D owing Na sheet R"I'Ibn P 1 A 1 C505 12 114 A Sta■ Stec Slanlec Consulling Sevices hcIF I i /i SIDE OF TRENCH 4-6 i — '� CepVrighf Reserved SUITABLE BACKFILL,i/ MATERIAL fSEE SPECS 2 ANTISIPHON DEVICE " 12" FOR COMPACTION) O.D. CATCH BASIN OIL-0EBRIS HOOD �SQED TO MATCH CUTLET PIPE, BEDDING CLASS r OUTLET PIPE i SIZE VARIES) ji 5 I I - - �i/i/iii/ I I J L k—CATCHASIN OIL-0EBRIS H000 I IBOTTOM SLAB STORM DRAINAGE BELOW GRASS TRENCH DETAIL NOTTe SCALE B CENTERLINE 9"(TrP)ALL sloes PERMIT DRAWINGS OF PIPE A SECTION A-A NOT FOR a SEE PLANS FOR PIPE LOCATIONS AND slzEs CONSTRUCTION FINISH PLAN JANUARY 2022 GRADE 1-001 SURFACE COURSE 4-SECTION FRAME 8 EJ CAT N0.7585. NEEHAN CAT NO.R-3480(FLANGE DOWN. - BOLT DOWN TYPE)OR APPROVED EQUAL. P-209 BASE COURSE D IMENSION9 OF PRECAST STRUCTURE TO 4�......... NNCHOR BOFTS(AT CORNERS', MATCH CHOSEN FRAME AND COVERIGRATE SIZE 19"EMBEDMENT MIN.IN CONCRETE CATCH BASIN NOTES. , 1. THE DESIGN CONFORMS TO THE FEDERAL AVIATION P-207 RECLAIM CIRCULARS,FAA AC 150/5300,5320,5360 AND AASHTO SUBBASE CIRCULARS SPECIFICATIONS FOR HIGHWAY BRIDGES, 14,000 PSI BRICK PAVERS COURSE 1996.16TH EDITION WITH THE LATEST INTERIMS. 0 0 O O O O O 2. DESIGNED FOR THE CONTROLLING MANHOLES SHALL BE DESIGNEDFORTHECONTROLLINGAIRCRAFT AL AND q4@12"(TVP1 SNOW REMOVAL EQUIPMENT(TRUCK AXLE DUAL WHEEL- 0 MAX LOAD OF 28.000 LBS). 3. ALL DRAINAGE STRUCTURES SHALL BE DESIGNED FOR mRevltlon ALLOWABLE SOIL BEARING PRESSURE OF 2 TSF MINIMUM. Z5 @ 6"E.W.E.F(TYP.) THE ENGINEER SHALL BE NOTIFIED IF CONDRIONS 011. ENCOUNTERED OTHERWISE _ #5INP.)E.F.ADD'NL BEDDING CLASS J. DRAINAGE AND MANHOLE STRUCTURES SHALL BE - STORMORAINPIPE DESIGNEDTOWITHSTAND GROUNDWATER PRESSURE - 2X4 KEY WITH 12(TVPj WATER STOP ITYP) RE VARIES) UNDER FLOOD CONDITION. 5. THE REINFORCING STEEL SHALL CONFORM TO AASHTO Issued IA31,GRADE 60.ALL REINFORCING STEEL SHALL BE COMPACTED SURGRADE EPO%Y COATED. TRENCH LIMBS 6. THE CONCRETE SHALL HAVE AN ULTIMATE STRENGTH,4c O.D.+2 FT. — =4,000 PSI AT 28 DAYS UNLESS OTHERW ME NOTED. 1 u•� "I'll T. THE MINIMUM CLEAR COVER TO REINFORCNG BARS "COMPACTED CRUSHED Permit-Seal SHALL BE 2"UNLESS OTHERWISE NOTED. STONE BEDDING `NH6L�ss STORM DRAINAGE BELOW 5. REGARDLESS OF THE METHOD OF CONSTRUCTION,THE #5@a" PAVEMENT TRENCH DETAIL C OFF RACTOR SHALL SUBMIT SHOP DRAWINGS OFEACH MIN.I P.j GEO-TEXTILE FABRIC INDIVIDUAL STRUCTURE TO THE ENGINEER FOR REVIEW WP 1 OVER TOP o - NOTrosc„LE AND APPROVAL.SHOP DRAWINGS SHALL BEAR THE SECTION 13-13 )BOTTOM AND SIDES) > STAGED A PROFESSIONAL ENGINEER REGISTERED IN THE COMMONWEALTH OF MASSACHUSETTS. Clent/Project - CORE DRILL AND MO TAR CATCH BASIN DETAILS LAWRENCE MUNICIPAL AIRPORT LINSIDE FACE O T Ts SCIE NORTH ANDOVER,MA MANHOLE RECONSTRUCT TAXIWAY C(2,433 LF X 35 LF( INVERTtPIPE AND EXTEND TAXIWAY C(1,137 LF X 35 PERWRING.SET UNDERDRAIN/STORMDRAIN PIPE THIS - DRAINAGE DETAILS&EROSION CONTROL CATCH BASIN OR MAN DETAILS-1 HOLE WALL CORE DRILL CONNECTION AT DRAIN STRUCTURE DETAIL Pr,';e'tN'. 5eele NOTT65e L r� 0)ov =ao' ors Ing No, Sheet Rev"slon a C506 13 rt 14 A L BACKFILL WITH SUITABLE EXISTING GROUND WIRE ORONYLONEDUND TUBE }��}}�/� MATERIAL EXCAVATED COVER READ"U.D.' L ■■ L7iV c CH STEP AT EDGE OF SACKFUL SIDES) COMPACT FROM FINISHED GRADE CHANGE OF PAVEMENT FLON! / SOIL(BOTH SbESj rREN ryAND COMPACT PAVE M ENT BOX FNISIT — SI C II'gS vices hc. 4"TOPSOIL _ LATER IT1'P r GRAD I —11 � 4"TOPSOL& �I PAVEI:IENT SEED P610 CONCRETE 2"VERTICAL FACE BOX COLLAR — 4"MAX. OBSERVATION RISER yyy'It WOODEN STAKE :o Cop ghf Reserved 6"45" SECTION A-A ELBOW 6 VIYE 6'SDR 35 PVC 1.00' 6"PVC(PERFORATED) OVERLAP Se DISTANCE COMPOST FILTER m _ I A \ � I TUBE ENDS DIRE TION D-705POROOS ��\��\< SHALLOVERLAP COMPACTED SURCEASE DECLOW BACK FILL MATERIAL \���\��\\�� 0.2 GwTEx MEFABRIO INTERMEDIATE UNDERDRAIN CLEANOUT ���� ����n������ �\\T��� ALLAROUND,121MIN. NOTTOSCALE OVERLAP AT TOP Z SQ.WOOD STAKE,3-0 LONG LONG,T-4' ' O.C.IA PER MANUFACTURER'S p REGOMMENDATIONI(TVP.1 PLAN 24(TYP) 6"PERFORATED PVC PIPE PERFORATIONS DOWN) COMPOST FILTER TUBE PERMIT DRAWINGS UNDERDRAIN DETAIL OVER READ"u.D:' NOTTOAGATE NOT IFOR NorE.NTT aLE FINISHED GRADE 1. RE AS DISTURBED BY EROSION BARRIERS SHALL BE RESTORED AND STABILIZED AFTER REMOVAL CONSTRUCTION UNDERDRAIN TES: TO THE SATISFACTION OF THEP SIDENT PROJECT REPRESENTATIVE AND AIRPORT.NO SEPARATE JANUARY 2022 1. INVERT OEF UNDERDRAIN SHALL BE SET AT OR BELOW SUBGRADE ELEVATION INACCORDANCE 47OPSOIL V1�ITH INVERTS SHOWN ON PLANS. I PAYMENT WILL 8E MADE FOR RESTORATION OF NRE45 DISTURBED 8Y THE EROSION CONTROLS. PGIO CONCRETE 2. UNDERDRAINS SHALL MEET THE REQUIREMENTS OF ASTM FT580R AASHTO M2T8. COLLAR 2. LOCATION OF COMPOST FILTER TUBES SHALL BE PLACED AT A MINIMUM DISTANCE OF 10 FEET FROM THE LIMIT OF WORK CRAB APPROVEDIDIRECTED BY THE RESIDENT PROJECT REPRESENTATIVE. OBSERVATION RISER 3. COMPOST FILTER TUBE OVERLAPS SHALL BE CONSIDERED INCIDENTAL AND SHALL NOT BE MEASURED SEPARATELY. C ATCH BASIN OR DRAINAGE PIPE SEE PIPE CONNECTION AT DRAINAGE 645"ELBON 6"SDR35 PVC 1 STRUCTURES DETAIL(ABOVE) 6"No 6"z6"SDR 35 PVC PIPE PVC ME(TYP.) 6"NON-PERFORATED MIN.2'+�1I PVC PIPE DIRECTION D-T05 POROUS BETWEEN 1 OF FLOW BACKFILL MATERIAL II `Y�n'i BETWEEN FRTINGS 12 TYP N0.2 6"PERFORATED PVC FITTINGS \ 6"PVC/PERFORATED) ( ) UNDERDRAIN PIPE CATCH BASIN GRATE 777 i Ti..un 6'SDROPVC END UNDERDRAIN CLEANOUT REMOVAL STRAP 45°ELBOW END cLEANouT END cLEANouT NOTTo scale (EGO) �/ LINE CLEANOUT (EGAD 6"LINE CLFANOUT RISER, (LCOS PERFORATED PVC PLACE AD LOCATIONS " m UNDERDRAIN PIPE A Is,ued SHOWN ON PLAN END CLENNOUTRISER ): PLACED AT LOGATON6 SHOWN ON PLAN z `COLLINS BaouN -77 P0 50'MIN. ,� ASSPEAAK STORM UNDERDRAIN PIPING DETAIL VOLUMES Permlf�eal NOTmeNAE ]\v ,emu ry ] - 10 M # s ZUF cy i , � _ 6'OF 2"STONE OR RECLAIMEDIRECYCLED _ SEDIMENT ,1 E%ISTWcreo ov✓T CONCRETE EQUIVALENT _ ACCUMULATION CIeM/PGNXCt DRAIN INLET PROTECTION DETAIL AwRENCE MUNICIPAL AIRPORT NORTH ANDOVER,5a'MIN. I NSA 1 0 Nor m SCALE DRAIN INLET PROTECTOR NOTES: RECONSTRUCT TAXIWAY C(2,433 LF X 35 LF) I. INSERT TO BE EMPTIED IN Al APPROVED MANNER WHEN IT IS?FULL OF SEDIMENT. AND EXTEN D TAXIWAY C(1,137 HE X 35 LF) PERMIffING SET NLETou ON STABILIZED CONSTRUCTION EXIT NOTES: 2. INSPECT INSERT BEFORE AND AFTER ALL RAINFALL EVENTS,REPAIR AND MAINTAIN AS REQUIRED. TH ATALL DITCH CROSSINGS. FIT, n OUNTABLE BERIN 1. PROVIDE STABILIZED CONSTRUCTION EXRS,AT 3. USE AT ALL EXISTING CATCH BASINS.\'VITHIN 111111 AREA AND/OR CATCH BASINS DIRECTLY DRAINAGE DETAILS&ERASION CONTROL HLTEKEaeklc ,w�or=o moRANAe NEr=oEo. THE LOCATIONS AS DIRECTED BY THE RESIDENT ADJACENT TO WORK. e OF STONEcREcRE�E edu...LED PROJECT REPRESENTATIVE,INADCORDANCE DETAILS-2 WITH THE MASSACHUSETTS EROSION AND 4. USE AT ALL NEW CATCH BASIN LOCATIONS AS SHOWN ON THE DRAINAGE PLANS UNTIL ADJACENT - SEDIMENTATION CONTROL GUIDELINES. DRAINAGE AREA IS STABILIZED P ,, SECTION PLAN 2. ALL COSTS ASSOCIATED WITH EXCAVATION, 5. CLEAN CATCH BASINS OF DEBRIS AND SEDIMENT AT THE COMPLETION OF THE PROJECT. o, aIF asoaov r=ao' ACT-LE E scaLE PLACEMENT OF STONE,FABRIC,REMOVAL OF STONE/FABRESTORATION OF SITE, 6. THERE IDENT PROJECT REPRESENTATIVE IS TO INSPECT ALL INLET PROTECTORS AFTER AHEAW prpwng No. Shyef ROvsOn 3n IC AND R STABILIZED CONSTRUCTION EXIT NOT Tc SHALL BE CONSIDERED INCIDENTAL TO THE RAINFALL AND HAVE TH E CONTRACTS R C LEAN OUT AS N ECESSARY. C5O7 14 rt 14 A NOT TO SCALE VARIOUS PROJECT ITEMS.