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HomeMy WebLinkAbout2025-05-06 Preliminary Subdivision Plans r i PRELIMINARY SUBDIVISION PLAN ZONING TABLE-RESIDENTIAL R1 DIMENSION REQUIRED LOTS LOT LOT FOR COT AREA 2 ACRES 3.55 ACRES t 3,19 ACRES t 5.17 ACRES t FRONTAGE 175' 435.33' 188.74' 589.31' FRONT SETBACK 30' 100' 10D' 100' STONECLEAVE ESTATES SIDE SETBACK 3D' 424' 3(i' 39' itaew�aS"tw Jr.n �t3nglns• p lovp,Inc. REAR SET'RACK 30' 17C 174' 174' T�rn uiret 1AAX HEIGHT 3wj 20'1 2VI 20' `..i...i.m LOT# WETLAND AREA AREA1N300'Bl1FFER 11PLANDAREA NORTH ANDOVER, MA 01845 LOT 1 8,035 S.F. 1.29 ACRES 2.27 ACRES LOT2 0S.F. 0.4BACRES 2,70ACRES DATE, APRIL 15, 2025 LOT 3 22,232 RF. 2.37 AGREE 2.80 ACRES PREPARED FOR: II U7s LRC BUILDERS, LLC 475 BOSTON ROAD BILLERICA, MA 01821 KEY MAP 1"=200' o INDEX OF DRAWINGS SHEET DWG ` 'I 0 �j ' ', /MAP , NO. NO. DRAWING TITLE LOCUS ?�� w p V=boo` DUNCAN ORNE m ll! Z 1. CS0001 COVER SHEET f ' 2. CS0002 NOTES AND LEGENDas o 3. CS0201 EXISTING CONDITIONS PLAN 4. CS1001 LAYOUT AND MATERIALS PLAN 5. CS1501 GRADING AND DRAINAGE PLAN __ 7 6. C83501 UTILITY PLAN AND PROFILE w 7. C36001 SITE DETAILS 8. CS6021 DRAINAGE DETAILS STREET BOXFOR I RARCO LANE S70','ECLEAVEROAD (PUBtIG-.WJ'1�IOEJ fl o 9 PREPARED BY: a RANGER ENGINEERING GROUP, INC 5 Ranger Engineering Group, Inc. 130 Main Street, Suite 202 Salem NH, 03079 CURRENT PROPERTY OWNER 16L Tel; 978-208-1762 aR0� 24-390 GEORGE BLAKE ADAMS LIVING TRUST rim 2025-04-15 BARBARA J.ADAMS,TRUSTEE rangereng,com avnwosv� t•-so' 1634 SALEM STREET o�D NORTH ANDOVER,MA 01845 oaxrne nfwxa.'�ncr BCO CS0001 SHEET 1 OF 8 LEGEND EXISTING PROPOSED FLOOD ZONE INFORMATION No MAPPED or EMA.(ESSE COUNTY, MAS A FLOOD CHUSET S,FIR ZONEAS BUILDING MA'PED BY FEl,UI(ESSEX COUNTY,MASSACHUSETTS,FIRM MA'NO, 25009CO236F,EFFECTIVEN]ATE JULY 3,2012).NO FIELD ELFVATICN flan n Fnpinr�hlp GIeuP,Inc, SURVEYING 4VA5 PERFORMED TO DETERMINE THk3 ZONE AND AN — PROPERTY LINE Do .m sK.Ls.wso� ELEVATION CERTIFICATEMAY BE NEEDED TO VERIFY THIS TE"W�p ------ -- .�„ RIGHT-OF-WAY LINE DETERMINATION. --- ADJACENT PROPERTY LINE SETBACK LINE SURVEYOR NOTES ——— EASEMENTLINE 1. EXISTING CONDITIONS FROM A FIELD SURVEY DONE BY RANGER ENGINEERING - v - WOOD FENCE GROUP,INC,IN NOVEMBER 2D24 AND JANUARY 2025, ro CONCR 2 DEED REFERENCE HOOK 17919 PACE 10 _..• ETE '•'F ESSEX NORTH REGISTRY OF DEEDS RIP RAP PLA REFERENCEPL-763S ESSEKNORTH REGISTRY STRY OF DEEDS BIT.CONC.PAVEMENT 3. THE BASIS OF ELEVATION FOR THIS PLAN IS [.:.: NGVD 1920. /µrj xD2f SIGN REFERENCE DEEDS: 1 BOLLARD • 1. BOOK365 PAGE 48 ESSEX NORTH REGISTRY OF DEEDS g0,35 2. ROOK7562 PAGE 257 ESBEX NORTH REGFISTRY OF DEEDS 4fi.5'!.r SPOT ELEVATION ® 3. 800K7662 PAGE 268 ESSEX NORTH REGISTRY OF DEEDS 4. BOOK 11466 PAGE 140 ESSEX NORTH REGISTRY OF DEEDS _—.---- CONTOUR 6. BOOK 1€492 PAGE 119 ESSEX NORTH REGISTRY OF DEEDS 50----� 100 WATER NNE DOMESTIC w • SANITARY SEWER —s 5------------ o-- o STORM SEWER a o------ REFERENCE PLANS: rc rti-- OVERHEAD ELECTRIC 1. PL•7854 4 2 PL-8526 J I----- UNAFRGROU140 GAS 3. PL-7836 a 4. PL-9102 tZ UTILITY POLE LZ O SANITARY MANHOE.E O O J SANITARY SEWER CLEANOUT D S a LLj(� ILLO J STORM DRAIN MANHOLE 0 ❑E z (] STORM DRAIN INLET ® m? C-b w 7n r sTORMORAIN iAREDEND sscnoN CONSTRUCTION NOTES: U) � D N 0. a STORM DRAIN CLEANOUT 0 1. CONSTRUCTIDN m O -{y FIRE HYDFUWT A. TOPSOIL EXISTINGTOPSOIL AND SUBSOIL SHALLSE REMOVED FROM ROADWAY AND BUILDING AREAS AND STOCKPILED. Z Z 4gz I'N WATER VALVE B, TREES AND STUMPS: 2 ..................,,.,.-�,.�..,..n TREE UNE TREES AND STUMPS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN AN APPROVED MANNER.STUMPS SHALL �J NOT BE BURIED ON SITE Lu COULFEROUSTREE 2 MATERIALS Q, L i DECIDUOUS TREE A BITUMINOUS CONCRETE PAVEMENT: �,✓ PARKING AREA$ CONSTRUCTION ENTRANCE D O O C3 SURFACBCOURSI; 1.112INCHES CLASS BITUMINOUS CONCRETE PAVEMENT,TYPE 1-i WEARING COURSE SINDER COURSE: 2AM INCHES CLASS I8ffUMINOUS CONCRETE PAVEMENT,TYPE I-1 BINDER COURSE GRAVT4,BASE COURSE: 12INCHES COMPACTED SU0-SASE,M€.D30 TYPE 0 go SILT SACK 8. 1AN05CAPEAREAS: EROSION CONTROL EC DISTURBED AREAS NOT COVERED BY STRUCTURES CR PAVEMENT AND NOT OTHERWISE SPECIFIED ON THE LANDSCAPE PLAN SWILL RECEIVE 6INCHES OP TOYSO}L THESE AREAS ARE TO BE SEEDED AND WATERED UNTILA HANDICAP MARKING HFALTHY STAND OF GRASS IS OBTAINED. C.TRAFFIC CONTROLS DETECTABLE W'ARM18LN0 STRIP poop ALL SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFC CONTROL DEVICES(TA.U.T.C.D.) ❑p STONEBOUND 3. UTILITIES A EXISTING LTNUTIES_ THE LOCATION AND ELEVATIONS OF EXISTING tMUTIFS AS SHOWN ON THESE PLANS ARE BASED OIN THE SURVEY k NOTED ABOVE AND SWWLL BE VERIFIED BY THE CONTRACTOR PR€CR TO CONSTRUCTION AND PRIOR TO ORDERING IPF STRUCTURES. B. PRIVATE UTILJ nES, THE LOCATION,SIZE,DEPTH,AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY SERVICES SI-IA1.I.BE IN ACCORDA14CP VATH THE REQUIREMENTS PROVIDED BY,AND APPROVED BY,THE RESPECTIVE LJTIUTY 5 COMPANY(GAS,TELEPHONE OR ELECTRIC).FINAL DESIGN AND LOCATIONS AT THE BUILDING WILL BE PROVIDED BY THE ARCHITECT.THE CONTRACTOR SHALL COORDINATE THE INSTALLATION bF THE UNUTY CONNECTIONS VATH THE RESPECTIVE UIIUTY COMPANIES PRIOR TO ANY UTILITY CONSTRUCTION OR DEMOUTIOM C. STORMORNNAGE k.+ STORM DRAIN PIPING SHALL BE 12'HIGH DENSITY POLYETHYLENE PIPE(HOPE)V41M CORRUGATED EXTERIOR,SMOOTH LINED(n�0.013)WITH SOIL TIGHT JOINTS UNLESS OTHERWISE NOTED ON THE GRADING&DRAINAGE PLAN. 0. PROPOSED STRUCTURES: RIM FLEVATONS OF PROPOSED DRAINAGE MANHOLES AND ASSOCIATED STRUCTURES ARE APPROXIMATE.FINAL ELEVATIONS.ARE TO BESETFLVSH AND CONSISTENTVATH THE GRADING PLAN.A)JUSTALJ-OTHER RIM ELK-VANONS OF MANHOLES,WATER GATES,GAS GATESANO OTHER UTINTIES TO FINISH GRADE WITHIN LIMITS OF WORK E THESE LOTS WILL BE SERVICED BY PRIAVATE WATER W£LtSANp SUBSURFACE SEWAGE DISPOSAL SYSTEMS. M�-L za-sso Half Y025-0S-15 DAAvo7r:6GWE €"=50' aaJ,xy sr DJO APrn7rm sr BOO CS0002 SHEET 2 OF 8 Q 82Zg , G� ZONING TABLE-RESIDENTIAL R1 629'01'03 •G0 DIMENSION REQUIRED EXISTING PROPOSED 1pg,1�' r ,: � LOTAREA 2ACRES 388,00 S.F.t 388.990 S.Fi _ 5pp•4PE y�`a Q� FRONTAGE 175' 540.42' 640-42' La90.ca;;R-19428' \\ �`% FRONT SETBACK 38' 100' 100' 5�•50� d bpSf• `@,, �. SIDE SETBACK 30` 124' 30, REAR SETBACK 30' 174, 174' MAXHEIGHT 35` 20' 20, 1/1 3 tan al En91nNdn9 Gloat',Inc, InsP.ea�.,am,:m r 32 s.lmxl4mocn to mJtF]fER Rw>w NIF 1513100'� \ JEONG,SEW AfAP 04.RLOr f9 'j h ax f33MPG 48 � ,HCR,. qr CI:vY.ryMYy rGIVN avc r S7ABLESLLG MAP 04.81OF56 I ` �`- N 1r'rr 'w y/ - // r�11 RK f78BBPG2n ! I` I ism re f!I�.. •�~ �'d '' I f rLikV %%. I ♦`\�f� P'�Bg�,��!` ,,,.Gym � / /�/ // _ �� \\ Z MF .- / -c - - €..1 / SCHMRTma UJ _ ter' r— �� ! 1' - _ . 1 AraPrcustorlTf 0.. Z POLE 0 Z. lz ra �\� �°'.,� i � _r_"_- '`� ♦ \ / / ! +' / / �r~!�':`�•♦� _ .___byy �m [_) � -' a is Jr I�\ G'rr/+ r' \\ \ \♦ ♦\ lr / ! `r/ /rr r`��- 1 Y $d� y o U If�l L) _ Imo~/ ♦L /! /._\ RA ¢S o tL J v NW I !/' J � � ♦\/, � \ /�_ \ 1\\ \ __' - ';i�-� � 5.r J / /1 / ifti� J r`-~♦ \ ♦��\1,,�----�"' �� LlJ LE,RYAN w S /// J ` ♦ 1,�3 // I I ` \\ - / i/r' 1 / /r / ! ! I! 1 :/ \\ \s f 11111\ 1t ArAPrpsctor4e $�', /1! //' ^�' ♦ ? \ 1 I \ \``r':_ _ J // / ! /' i! //// I 1 ! %` Bx J3041 PG 328CL y 1/I 1/ /� �� / r ! I 1 r� / / // J----�' 1 C•`o '�/ ! / //s'r^ ♦/ 1- \� ` f -\� ♦ \` r� \ j /J Jf I r/i J iii/f NP b� // %,a __r ♦♦♦♦ r-- r ! r ! r - // f .fir r! 1 ! f _!!j ` - - \` NF GEORGEBlaxEk0,4AfS 'v\\1! / 11/ --"�`\.\\ ti.__i�r I I I ! --rim//fr ,�' / -._1 /! .\+ ROLLORAN,JONN LMNGrRusr ! I 1 1 1!I -1 \ \1 rf I / / / / r; I r _ \ MAPM5.CLOT47 !j//j// � MAPIOJ.eLOYr39 1 / 1r{ Ilt JJ # I j r/// // i �// 7 i/1 `I \\ 8x6sB7PG140 RKf7919PGf1 �-- I j41 i rl2snc: 111I JI \\C\ --rrr-- - �/ j 1 r i �\♦\\\\ �\\ i / r'\ \ S j111.:� .��- J / I III / r � --rrr---_-_���.-�/ //!,� '�\ \ \ ♦_r i _• r' ,� � \ 1111110 �`'�--'-- // III ! I ✓ r-rn-.._ur•----_--�� `�ti� !I/f sir, ~_ \\ \\�\�yri \ ,,. cr � 1 4145 i'i�� 1 ///1/I1/\ t 1 ��'rrs-�-- ��♦ \ \��. �_-,\ � � � .._ ♦�j 1 F� � ��\♦ \} 1 41 4\i i' -" 1_ !1 11 j 111 `� ♦ �\ g / \ \\ } \\ 4 \ 1 ♦ ///%j/ \♦♦1 R,E 111�� ^���� _ - /1 T 11 1 I ♦ ♦ / \ ♦� -� -�r� �\ ♦ J ARAM$AM/LY , ---- A Y�.✓ i\ \� .,r - 4sno9• r\ \3 r --"_ �♦ ` t" REAL TY TRUST I 1 .�-- ��-.., / / ///I!1 \\1 -� / \ �� 1s f243UB'E, r� Al4Pf44BLorf39 v-,\ �- % /!f / / r/\,\ \\`]�� 1 1 ! l /h\ `- £ RKI r f84PG284 k�+ ♦ r �_,_/ / /77 GEORGEBLAXEAoAMS I � ! 1 1 ,i'j � l VWNG rRusr I I / r ('- GEORGE81AxEAfIAAfs r t 1 / / 4 r ♦ / LMNG TRUST r W M4PfC4..8LOrf40 \_./,% I j /r A6MPIX..8LOrW 1 r k `/ .-�' / r/r� B/rf79f9PG to BK 17919PG ro tMAGF P / l--rvu... I f.aActAW 1 4Y _ AW 11 9ARCL4YFAM/LY 1 FS G764LrYMU r naLtNa9atl! \ ArONS ,!! �' / / !1 rt:•�3 l.' titiy 1 j\Y'$ice f,"^1 \ N/EtFS,JAIAW i Tnv$r r LIMPERT,SrANCEY 1 R64L rV 71iUsr AMP WBLOrW 1 MAPfO4.RLOr(44 r MAP MVLor44 ALAP l04.RLOrf42 z° 8KtWt PG36 '� Rx 1Sf59PG 47 Bxs2o5P34D BK rl7r7PG229 ✓ f \ ro-� I ! � \ ♦ ♦� f I � � � � 3 }y q• vERw Pi OO—lIAhl I\ v \ t t;'-` ; /♦\\ 4 �/ A �• -1� 1 \� \ }m rnwEcr 24330 CATE IVFP54 rnu• f I \I ii 6MVAE 1 1+�+ l•IfF 17A NFmA J I J OIL avwvur wD 0 50' 1p0' rtsA¢,mar BCO L=f50.o0;R�ABO.AS' A zC12Z'3TA7' ♦\ 1. fo.,, , NECLEAVE ROAD A=wy,for a55' T C SO2a1 , y ,y_ ` % i „ _' - -•'-7�^ L SHEET 3 OF 8 ZONING TABLE-RESIDENTIAL R1 g�6°2a4T£ 1p8 y3 ` ��`9�4 �,OT pil21EA REQUIRED2 ACRES 3,58 ACRES x 3,19 AC31ES t 5.17 ACRES t FRONTAGE 830.5p°v 13 p8 \ \\\ FRONT SETBACK 120, 415100, S8 t00' 580.31 109' \ SIDESETBACK 34' 124' 38' 36, REAR SETBACK 30 174' 174' 174' 9E tOt / MAXREIGHT 35' 20' 2Q' 20' Ilan ar[pIM�rY+g QIWP.Iac, g32.08' I $��weao a.�m � � ra snaossn>I / \ 9� \ LOT R 1NaTLAtdO AREA AREA IN 100'BV6FER UPLAND AREA LOT 1 $,835 S.F. 1.29 ACRES 2.27 ACRES gv AW N sEON \ LOT2 OS.F. 0.49 ACRES 2.70 ACRES �� LOTS 22,232 S.F. lrkP tor 2.37 ACRES 2.89 ACRES ' p z4.ecar ra Q� 8!(f,A165PG 0 , �yh �Gfay ' 6Uff/ B / ei rVwn pp NOTEB: ��81y1��A$70�� 1. TOTAL DISTURBEDAREA WITHIN THETFIEE � 9 UN�=5,03 ACREACRESAW � TOIYN-LONG SYABLL'S LLC I 7 M4P W..8 LOT65 /.PROPOSED IfF1t�/ ~� 517*1'r32'E 328.7T RKIA66PG2" LOT 3 f N(9B� �0 f �.•. + 5,17 ACRES3 q* - +. �T,r-0 f„ / STORMwATER -- 3!r'NrO6�1q'AYE4SEME7JT ` _ POND � d'- �f-..-.,'. "'.•'� pa PROPO5EO LOT -..-1--• — _ ���:._� yhd' // ,_� 3,19ACRES3 ti 60WMY,PAM f� MAP W..B LOT f7f BK f36BPG7 0 POLE� ��/ � / � J aA>zv LL C° Imo— oW ° L=189,74,R=120.00' a W 5 O a m Iay ao� Z It U K rn m A=142'44'05" / ,y ' Sa5'1g0D a A1 a52 - I hlApfOSCLOT48 I {I W r �N SK M41 PO 326 tdF 1 1 , PROPOSER L S AMPfMCLOr4R 1� 3.58 ACRES hfK586,7pa 1407 L=39,5T,R=40,0(r I - 4 888'15'13'E 47.81' \ j ALVIMSFAM/LYAPF REAL4.8LOTT H12°43'08'W 450.00' MAP l04.B LOT 139 Bx rrls4PG2a4 I � L=183.12',R=129.00' o A-077'63'08" I I I R L=101.53', 900.00' 1 & e�28'051q" ! S ' L=53,04,11=40.00' S 1128.92',R-250.W A=D75'53'09" 4SS` N,P 1 \ xaays�a A=°29'OS54" / $ / \ AW A4RCLAYFA4!!LY ` Nx' ORAH MFAMILY g Fmv56[L7 $ NIEVES;JVME I TRUST I LIMPERr 6 TAW EY I RMLTYMUST MW104.BLOT42 I &WfPf.BLOT43 I AMPr04.BLOTr44 111 41APMAOLOr44 5 \ w� • J / \ SK76061fOX B!(MWPG 47 9KVaAl 40 RK 177f7PG223 N89.15'13"W 24XV )4 1STW I I MRVSBD!!J r �' fYF9149� M ,q .'/ • '45F 83 I y _ \ w FSf'se1 � �7�` �-•'H � .,, \qiP 3 yy}� raoffci 24-390 L-90AT,WSW / ?:`Oa 1 �/ / ro� .luc faa IC A=090'2143' ll. at @y fie. lq� wF/W DIMNO suss: 402544-IQS �N.4 v IYf IrR 15FIL4 �I 0 3 1s�F tea 0o L=15g.sg 4RO 5; J �m rn V — �.. ^. wu,wsr ono tt 1;38'12"W 150.55' J f 50' 100' u'aaa.�n et BCO IVECL.EAVEROAD CS 7 001 nraysaav �.µav&awv� " r'/ — SHEET 4 OF 8 SM19 \b3 �G� ZONING TABLE-RESIDENTIAL.R1 R g�620.aT'E 108 y3 ~ \ '9�O DOT ARIEA 2ACRES 3.56 ACRES t 3,19 ACRES 3 5.17 ACRESt 930 fi0'p9•�T30B FRONT SETBACK 130, 43100, 109.p40' 589100, \ \ SIDE SETBACK 30, 124' 30' 30, REAR SETBACK 30, 174' 114, 174' 10\ / MAX HEIGHT 35' 20, 20' 20' p� io`�a9GrouP.lnc, �92� ' � s,w.atcawfr rJ r;ri�lfp `/ \gS \ LRT♦F WETLANOAREA AREA IN100'BUFFER UPLAND AREA ' �M1y' ♦ LOT 1 8,036 S.F. 1.29 AGRE3 2.27 ACRES ' Oga� NSF \ LOT 2 0 S.F, 0.49 ACRES 2.70 ACRES JEONa WON LOTS 22,2325.F. MAPWSLDT� BK t_A85P0488 DISTURBED �rx crfYr NOTES: G Al 1. TOTAL DISRBEO AREATMIN THE TREE 3 ♦ems! 1/��OQ50/6K/ \ �� ffi ��•'�$' / UNE=5.93ACREs . + �� TOW-LLO,M1IG02- SrA81ESLLCr !`- / MAPi81.B LOY68 /.... !( .y SK f7BWPO277 / 317'1T32'E 320.1r y ssF�. �%•_`;1lae ! cr-.'-�. O \•1 PROPOSED LOT wr,reL M0 j 5.17 ACRESt � 9 � / ���� �� _ --•�, a _1 \ $ r pares ^d =G / STORMWATER �'R/41'17DFWAYEASEMEN7' ,,fp� r POND Z rRoposEo LOT z N 4 P SCHMrrr,PAUL { J i 1 MAP r84.a LOTH Z POLE O ( ' y'' - -"\\ L=189,74',R=120.00' / / 4/ �\���� Z U v— L=199,94',R=120,00' Z-7 e-142'44ro5' p,J \ lit \ l rwP asaA //!!!/ 1 r' "r /Y\ ` }1 If}1 AwHW rctor4s 111 8K7M4f PG328 m J 1/// (�''' H.P.a 109,14 pROPOSE6 LOT 1 /! \ HO110RAN,JOHN / / / / '• / _ AMP fRSGC0741 3.50ACRE3t 1 \ 8K65S7PG MO L-30.5r,R-40.a0• I --Flo—--.~ 303'161TE 47.01' AW AOAMSFAMKY RE4LTY MUST MAP f84.BLOr L48 BK fff84PGR84 L \, `I) n (/ f I \\\ti ry- ! / /' \_ —=07T 631 R=129.9a A .5aa"smzv `-• / rl ' x / I� �7T6300' lx L--101.63',R=200.00' ♦ /J� } } 1 1 }�� \ J f/ I e=029'0514"1 I 1 / / f ( ! L=53.04,R-00A0' La 12UT.R-260.00' _rr- ( A�75°5809' 1 A=029'0514"./ / / r' j + \/ \ r �._... _ir,v-�--�j N/F } hlF J ArWSWL J .- 1�-: 8� r �, \ '' 11 &4RCWrAM11Y ii NF 4 GR4HAllFN.l1LY p AOYsaarr 8 y ! / (/ :.�. _ ! \ J� f 1" NIEVESI JAIAlE = 7RUSr i LIM.-FRr,SrMEY 5 REAL TY IRUSr �� l.IAPfP4RLOr/42 I M4P W.a10r f43 1 AWP e0mi GOr f44 MAf'fOSGLOr44 d BK f5D8f PG 34 BK WIMPa 47 8K1w5PG40 BK 17717PG,?23 N00'15'13•W 24.04' $ MRVSaON — I "J� m Wryer L33.43',R-25. / } ?c N/ \ �%�0 k� �/ :+,-..�� j'P7� �C �b, N+ cT 24-390 00' 4=090'21'43" r '.'• t $ 111 j!f o �5 pare 2025-0416 rpBf=FYf9 s• 'IrFrT,a.-� �,zi/.vrrrn I 9 ow.nnn SCat 5't30' MhNar DJO W 159.557-,Tye 0 60' 1£+0' Nsri4ta]eY BGO Sr NECLEAVEROAD CS1 J07 SHEET 5 QF 8 Mnxsmri� _� IN \\\\\\\�✓1'\\�\""C"" �.\� \I I / /�_l�'�\Yly '. y `��0 4i{� � '. pr l E%n..&9 MocP,Inc.- •g ��\ .,�\�\ I� / / / � \\\\\ ' ! }_ i—,'�5 ! 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MATERIALS PLAN haATERWI3 PLAN i;':.#', SLOPE BIT.GONG.PAVEMENT S_' VARIES+ (BINDER COURSE b } CAPECOD BERMI MONUMENT T09ESET ON THE ?,"i' BACKFILL TO BE OR STREET LINE AT ALL '' COMPACTED BANK GRAVEL Ran rtEnpinffr6epCrovp,Inc. ANGLE 'i;1'- v'•nA,i•: Td r:e-iu-Irel POINTS,ALL PIREC"(TON OF 6+kwN16 ar�1 4M'fFT.MI 1I4YFT,MIN. CURVATURE `ti;s!" 5 X6"X4'GFUINITE BOUND TOp TO BE HAMIJ�ER DRESSED CHANOEs,AND ALL STREET s tilt;,=.To ,_.,`.I ♦ `t9fi'!'1`:TtiL INTERSECTIONS, t '�a.�.. ;g''i t.. :A'Q...r:e'•'-)'Pv•.r=,-r. vQ.' _ FI, y TO A G'X$'SQUARE AREA. \ �. ,� Pl-4GED iN THEGEMER OF ��ryry 'r':`-�'-T• d::iii'.D.`• .i.Spr;�� ' ,r i ��'�eI<r a , `. f".I.? LIMIT EXCAVATION _:.T THETOP OF EACH MONUMENT. 2'E1T CON£.WEARING COURSE -ONO,BINDER COURSE $eX p� .'{r 5 -,c`{ 12'COMPACTED GRAVEL BASE M1.03.0 TYPE fl ` ,'..¢a COMPACTED SUBGRADE V`�wcra,� STONE BOUND �nE r TYPICAL ROADWAY CROSS SECTION 3 wrr E •.:vim 2 r»rrosct�E S In,u:o CCMPACTEDGRAVEL COMPACTED (111WMAXSTONESIYE) GRAVEL A , Zaa7 COMPACTED SUBGRADE CAPE COD BERM DETAIL 5 24" 3"TO 16"RANDOMLY STACKED O¢� DRY FIELD STONESo Q o ¢ LL rc F. CO out 0 O W @ a J cm E ISTING GRADE �g Z 9 O �� ��z \� J O�a W ST2NE WALL DE TAIL p E T'PFCAL SIGN STOP b GROUND SURFACE SIGN POST 1f.755c1.76'7 RI-I fSTOP1 y o z na co 0 N o 6 c LL �o'o moa T 24.399 °o WE202504-iB ANCHOR SLEEVE EARTH IN5ITU oxnTfl1�06CrL 1"=50' SIGN POSTANCHOR CAkM HOLE DIAMETER 7116' (205Q.6"1 aa+rtarwsr BCO 5 Sla POSTOETAIL CS6001 SHEET 7 OF 8 o p NOTES: "". FE5 X 7 STONE 1. ALL SECTIONS SHALL BE DESIGNED FOR PAVEDAREA LANDSCAPED AREA NO, _ ) 5" 24'DIA I� H3-20 LOADRJO, 2 12' i6' G X I ORA;NAGE STRUCTURE NOTES: (MIN.} -"I ACCESS 3 6' 11' I SEEAPpL1cABLE . 2. COPOLYMER IAMHOLE STEPS SHALL BE AAVEMENT SECTIONS COMMON FILU G 1. ALL SECTIONS SHALL BE {' INSTALLED AT 12"O.C.FOR THE FULL COMPACTED GRAVEL RASE ORDINARY BORROW DESIGNED FOR HS-24 LOADING. DEPTH OF THE STRUCTURE SAVICUT DEPTH AND SURFACE PIPE �12' !2' 48"DIA(MIN,) I VARIES TREliTFhEJJTVARiES DIA ALTERNATE ECCENTRIC CONE SECTION 2- PROVIDE"%"KNOCKOUTS FOR 3. PROVIDE^%"KNOCKOUTS FAR PIPES i A D A 24"SQUARE PIPES 4MTH 2"MAX-CLEARANCE ALTERNATE TOP SLAB V11TH 2'MAX CLEARA34CE TO OUTSIDE 1 APPROK LIMITS EsEmmmumom RPFJdiNG{'fl'P.) TO OUTSIDE OF PIPE,MORTAR ALL OFPIPE MORTARALLPIPE ,{ CONNECTIONS. ,d g L. OF ENERGY PIPE CONNECTIONS. 24"DIA DISSIPATION Rwhl,>pe su.«9.Sh�I.iaeOGiWJ/.IhC, - FlIdISH •. n WARNING TAPE 3. SOINT3EAlAJTBETYJEFJJ GRADE ACCESS 4, JOINT SEALANT BETWEEN PRECAST $• S6• BOVeL 6.� Gam6� 12' ` 4S"010.(Mild.)` pRECA3T3ECTION3 SHALL BE S SECTIONS SHALL BE PREFORMED SEE > b N SAFETY SDR DRILLANO w PREFORMED BUTYL RUBBER SEE NOTE BUTYL RUBBER, NOTE 3) •o NORTARHORE 111ALLYNO.O I (Mtt1j ALTERNATE TOP SLAB ) o ° ,� RESAR EQUALLY SPACED I ' 4. CATCH BASIN OR]MANHOLE 7--------- 5, DRAINAGE MJ.NHOLE FRAfi1E AND ? 18"•1 BAR FIMSH GRADE B°4+24"�-I 8° FRAMES SHALL BE SET IN FULL 1 i; COVER SHALL BE SETIN FULL MORTAR Z �'_ 24"•1 BAR I PLAN I I X P:> s:� I 9 MORTAR BED.ADJUST TO GRADE CONCENTRIC BED.ADJUST TO GRADE V41TH CLAY o (7h: P° 301.2BARS BRICKAND MORTAR 2BRiCKCOURSES c9 °IB 'b ❑ 36'•2BAR5 I PRECAST OR HOPE I APRON EDGE TO SEE NOTE 4 1MTH CLAY BRiCKAN'D MORTAR 2 CONE SECTION I rt ^--. BR€CKCOURSES TYPIGALLY,5 ( SEE ALTERNATIVE ' 7YPiCAU-Y,5 BRICK COURSES �" Ei Q' �`,- � 48"•3 BARS FLARED END SECTION) BE SET LEVEL BRICKCOURSES IAAXMY#M), TOP SLAB : STEPS k MAKIMUM. o ?-'4�`+R%4T' NOTE: I I WTH FLPSRED E8 a.r � HAND TAMPED SAFETY BARS TO SLOPE 7:I MAYJMUM cA.. �` ` HAUNCMNG I ELEVATI N[ CO IC .+ SHE F T B H d❑ '�., 'R, J'4•r BE OMITTED I I ELEVAT101i[r7P.} err CONE SECTION •` �� � ,� SHELF TO BE 4 WHERE INDICATED SEE ALTERNATIVE p' 4 RISER r CONCRETE FORMED eT . ' ON PLANS. �_4' 4, { SEENOTE3 SECTIONISj kS"DI0.(MIN,) ATASLOp£OF 1" �F COMPACTED I STONE FORT `s� �F" •� -y8'i Top SLAB) AS REQUIRED PER FOOT, a-(mm.) - I IPIPEENDSI BEDDING -ge•DIA(MINI OUTLET PIA `• VARIES OES OUTLET 52 _--_- -- -<- 12" I TOPSOIL l'Prr HOOD VARIES (M11J.1 COMPACTED t RISER SECTION(S) SUBGRADE �' �NA/) zOd7 ( MONOLITHIC ,_ ,`,--- VIA. NOTES: 72^ ASS AS REQUIRED INVERT BASESECTION �'T iYIV'i- VARIES 12' ;i'rti1„-. •'� s: _ 1. VrHERE UTIMTY TRENCHES ARE CONSTRUGTFD THROUGH > ENERGY DISSIPATION BOWL "i.�?. "V"KNOCKOUTSWI IT7P.) .r f2 DEfENTIONBASIN BERMS OR OTHER SUCH SPECIAL ^F: � „vFILTER FABRIC .,„ti,;' •-r, SEE NOTE3 . ,.!x MORTAR CONNECTION '•" '•• lY7P•) SECTIONS,PLACE TRENCH RACKFIU WITH MATERIALS HARAFI NON-WOVEN z „"'� COMPACTED SU8GRADE € SEE NOTH ,� A �' SWILARTO THE SPECIAL SECTION REQUIREMENTS, g' OR EQUAL) SECTIONA-A CRUSHED STONE MONOLITHIC v COM1IPACTED STONE M201.£ - � � ,re --�n�•' �. 2. USE METALLIC TRACINGWARNING TAPE OVER ALL PIPES. BEDDING 2 STONE SIZE) BASE SECTION " COMPACTED I L 72' •, CEMENT CONCRETE INVERT SVBGRAOE 7. FOR HOPE PPE.DIMENSION i5241NCHE5, (TYP.1 COMPACTED GfigVEL '• P -r'�ti ,f P•) 2 COMPACTED St1BGRADE FLARED END SECTION FE5 WTH STONE PROTECTION �p9 fr #DRAINAGE MMHOLE DMH 3 DRN E TRENCH 4 rtorro .F o D3 I . $ '. 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AV.lEil44ASSIL©t/Si"N THR svFcdnt.secna'N BEMvIREMF11i3. PAVEMENT 2� USE PRAiNSCUPPERDETAIL PREFORMEDSCOURHOLEp ua Ng247Nc�a 5 rrarm N S 6 Iarroxu.t: WATER TRENCH FJDT TD SWE yy q� W 6 e� °z rnascr 24-390 8 LATE 2p75.4{-i5 onAxavoscsFe t"=50' owwa sr DJO ukR7meV BCO CS6021 SHEET 8 OF 8